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ITEM 3.1ITEM 3.1 TPC The Planning Company PLANNING REPORT 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP REPORT DATE: 25 September 2017 ACTION DATE: 4 November 2017 RE: Otsego — Raspberry Hills TPC FILE: 101.01 BACKGROUND Mr. Tony Bloduc has submitted plans for subdivision of a 15.0 acre property located at the sounthwest quadrant of Odean Avenue and 85th Street. The subject site is currently developed with a single family dwelling and detached accessory buildings. The proposed subdivision includes a lot for the existing single family dwelling and nine additional single family lots. The proposed subdivision requires consideration of applications for a Zoning Map amendment, PUD-CUP/preliminary plat, and final plat. A public hearing to consider these applications has been noticed for the Planning Commission meeting on 2 October 2017. Exhibits: ■ Site location map ■ Preliminary Plat ■ Site Development Plans dated 09/05/17 (11 sheets) ■ Final Plat ANALYSIS Comprehensive Plan. The subject site is located within the Long Range Urban Service Area and is guided for low density residential uses by the 2012 Otsego Comprehensive Plan. The Long Range Urban Service Area is designated for that portion of the community where one plus acre unsewered single family residential development has occurred. Further unsewered development in the area is not recommended and residential development density is limited to one dwelling unit per 40 acres unless the Planning Commission and City Council finds that one or more of the following criteria are met: The development will result in completion of an unfinished street network. The development will have the result of correcting or improving a demonstrated area drainage problem. 3. The development provides for dedication of lands to a legitimate public purpose. The subject site is adjacent to Heritage Hills, which was final platted in 1997. Heritage Hills included two lots accessed from 85th Street via an outlot deeded to the City and one lot accessed from Odean Avenue via an outlot deeded to the City. The outlots are intended to be used as public right-of-way when the subject site is developed and a public street constructed. The proposed preliminary/final plat includes dedication of right-of-way and construction of public streets to access the three lots platted with Heritage Hills, as well as the 9 proposed new lots. The dedication of right-of-way and construction of public streets satisfies the criteria of the Comprehensive Plan for development within the Long Range Urban Service Area. Zoning. The subject site is zoned A-1, Agriculture Rural Service District. The subdivision of the property as shown on the proposed preliminary plat would require that the subject site be rezoned to R-3, Residential Long Range Urban Service District, which allows single family lots as a permitted use. Application for a PUD -CUP is also required to address flexibility from requirement that all lots have direct access to a public street, as Lots 2 and 4 will utilize a shared private driveway to access an internal street. The Zoning Map amendment and PUD - CUP applications are be evaluated by the Planning Commission based upon the following criteria outlined in Section 20-3-2.F and Section 20-4-2.F the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. 2 r-�• r. I :1i `i i %•(/tL ii ,./ (/liiis• \i:i(i :r L• L ./ YCi i i_./ i iiiLi. I -------------------•----__- - - - - ., ./--NORMUNEOF THE5W 1140FSEC. 21. I9P. 121.0 23 S 89°19'52" W 660.00 _ O O 0 0 W v N -+ O t'1 t++ R=60.00 A=-'-:':-- 9 E 85TH STREET NE 3 6 O ♦ No\ IF to I ` i WET UINO 120.89 S 93.40 ♦ t i N BB'39'TS'E214.0�♦ ♦♦ / 'i - 111.59 ♦♦♦ $ 5p y0 ♦♦♦ / a ll (' 10 /�. 5 BL®CK 1 1 As o I gouo� ♦ ,$ e Y'so I �1l0'A1 r _&u1 t L EASEMENTS ARE SHOWN THUS: --------- 4 _ IF R=60.00 4`\ ,tb��0' � 6=18'01'38• 'v 'Q Yo b�♦ `'' �'a2 ♦ 1 00 1 L 6.41 S R=40.00 d" \ a32 �a ♦♦ 2'On7' \ \ CP I OENOI-c5 FOUND 112 1W XOMPTFE MONUMENT DOW 10NbT1NMDMFhDADJIX1f1W)Wflr CPWAYtf 5AND5FEfT1NIf9OMAM1 • \ (10 ♦♦ 8^ e7y � ♦ j♦ LUNEPAwu a,Ytaf THE NORTH UNC- OF rw5W 1/4 ofsm 21. nw.. 121. R.23 I 33 I I I i :�-i:i DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 1 I I 51 DEN07S U2INCH BY 14 INCH 1RCW PIPE MON1AWFUT - - J I-- - - 0 0 0 SET AND MARKED BYLU7745f NUAIHER 24932. I OENOI-c5 FOUND 112 1W XOMPTFE MONUMENT DOW 10NbT1NMDMFhDADJIX1f1W)Wflr CPWAYtf 5AND5FEfT1NIf9OMAM1 • UN/C5507-19XM5E ARDIM ADILVMfM, (OTDIIES, Lwurri502rtRa'.rtiESfk]nrV. P 3 4 N 89'39'16' E 309.64 ,k16 a�h�sy'6ra 255 6 7 35 35 _--.__--_J I I I SCALE IN FEET 0 Y 60V 120 180 1 INCH = 60 FEET CITY REVIEW 9-5-17 I I L ------ 33 I 33 I I I I I I I I I I I • C r �L; I ♦' z I Laj oL4,i fJ. O 0)•'f C. w I tl+ -_. Q 0 Q, Q- L �. �;ji Q, I ♦ . I •Y_ 13 N I N til � I ea+ N i ; o I a I I I I I I I I I BEARING ORIEMARON. 7HE EAST LINEOFTHE 5W 1/4 OF5EC770M 21, TOWNSHIP 121, R 2315 33 33 A55UAIED TO E&K50URI OD'2P45' EA5r I L- _ - - -- I VICINUY MAP nowe i ig i i sig � i T n l 5- 21. r-. 121. K 23 RASPBERRY HILLS KNOW AIL PE MONS BY'TIIPSI PRPSENTS '11at jrauny j. U-11 and Chedynn M U -JI, fee tanners, , a Minnesota banking corporation, mortgagee of the following described property situated in the County of Wright, State of Aiinucwa, to wit A 15 Acre tract in the North Half of the Southwest Quarter of Sccdon 21, Tmannship 121, Rang: 23, described as follows: The Nord 990.0 far of the last 660.0 feet of said Southwest Quarter more particularly de'csrbeI N wit Beginning at the Nurbcnst comer of s-tid Soudnerst QuarterofSeetion 21, thence %Vest along the North fuse of said Southwest Quarter 6%0 fees throw Southerly parallel with the Parr line of said Southwest Q=wr 990.0 feet thence Fastedy parallel with die North line of said SouthsYcst Quarter 660.0 fret to the fast lite of said S uthwrcst Quarter, dance Northerly 990.0 feet more or Ica to the pont of beginning Has causeddie sanse to be surveyed and platted as RASPBERRY JILTS and does herehy dedicate to the public for public use the roadways and drainage and utility rasesnents as created by dds plat Ta witness whereof said Jemmy j. Umu ll and Choly- Af. Uaae11 hart hereunto set their Bands [hi_ day of . 20_ By. jeecmy j. U-1 SI'ATT. OF A11NNESOTA COUNT -i - OF This instr u scut was acknowledged before sec this _ day of By Cheadynn hi. U'_H 2i1 -by jermry j. U.zell and Chelyms hE U•. a (Irriumd name) (Sage itne) Notary Public Cmaty,Afimscmta Nfy Commission Espires hn nimccs whereofswd , ahfinars 1. banking croporatim, has caused these presents to be signed byie;propr,.(ficerdis_dayof .20 By (Signawrc) (fide) STATE OF AIINNESOTA COUNTY OF Thisfestrusnentwas aeknowledged beFm sce. tld_ day of 20 by offffnnwcst flank, fka Nfiunwtat%lank C-tml, a hfmnrsoaa banking corporation, on behalf of the eogmntims. (Printed came) (S;gnaw.) Notary Public C -t ry, Nfirio-ter Aly Ceimmissian E>piras I Gregory R. Pmsda do hereby, certify that this plat - prepared by me or and¢ my dirrct supervision; that i am a duly Licensed Land Surveyor in the State of hfinuesota; that this plat is a correct repmseotation of die boundary s. -y; that a8 mathern miml data -1 labels are correctly designated on this plat that all manuments depicted on this plat lave been, or will be correctly act within one year, Wert a8 water boundaries and wet kinds u defined in ABnnrsota Starts", Section 505.0 1, Subd 3, as of One date of this eeetificate am shrove and labeled on this plat; and all public trays are shown and labeled an this plat Dared this daystf 20 STATE OF MINNESOTA COUNTY OF fIENNUMN The foregoing Sucecyves Certificate was acknowledged befom me on this _ day of Gregory R.11 ..cl, Licensed Land Surveyor hlinnrsout License No. 24992 20-_, by Gregory R Pouch, Lind Suneyoc, Dfausesots license N. 24992 (pruned nam) (Sigreamm) Notery public County, M usesoa Afy Commission Espies CITY COUNCIL, CITY OF OTSEGO, 51INNESOTA This platof RASP13EIUIY FIILTS was opproved and accepted by the City Council of die City of 0tsega, Alinuesota, at a regdar meeting thereof held dsu_ day of 20_, and said plat is in compliance with die provisions of Minnesntt Salutes, Section 505.03, Subd- 2. Afay-or By . Clerk WRIGHT COUNTY SURVEYOR I hereby eenify Oat is a curdance with Afiuncsoa Statutes, Section 595.021,S64. 11, this plat has been reviewed and approved this _day of , 20 \Vdgh t county Surety ar WRIGHT COUNTY AUDITOR pursuant tohliuneroa Satutcs, Section 2721% dere are no delinquent macs on the Sand hereinbefore described on this plat and omialcreakned thisday of 2(1 By. 1Vsight CnuntY Auditor Deputy WRIGHT COUNTY TREASURER Pursuant to Alimc�ota Stmutes, Section 505.021, Subd. 9, traces payable for the year 20 ou dee tied h-inbefrne dumbed have been paid di: _ day of 20 By Wright CumatyTreist rer Deputy WRIGHT COUNTY RECORDER I hereby mrtify that this instrument svgs fled in the office of the County Recorder for record on this _day of. 20.ato'dnck AL and was duly recorded in CabivaNu._ Se:ac as Documeitblo. Wright County Recorder The Gregory Group, Inc. d.b.a. LOT SURVEYS COMPANY LAND SURVEYORS E.mipr (\ A -ate 55T9 5TREET , E ara�D - ______ _____ ___�.� _r__-_ — Iv A ort \ I I i \ 1 \ 1 ( 1 \ \Proposed Septic Area \♦ I f\ _ \ I I \ \ \ \\ \ \ \ I I \ I i I i 1 ` \ 1 I I \ `'k-�) 5 \ \ \ \ \ \ \ 1 1 A 1 I 58''�—�L 1 I' I _ _Stili 5��1 1 ` \ M / / �i i I I Proposed 1 i �o \ \ / Proposed /. / /� Resid N lief.9 arj'w—.time 1--ated- Residue / i� /� /`�\ /-- kesrdence No. 8495`. t o i .. : \ \ \• 3 g+ll ( `! lid ♦ -� / � ��♦\ 1 � i 1�roPosed SePSc Area `1` 1 i /11 I a 4 A ?, \ m w. n t � o \` ✓ //n \aril I ` �—/�� I // Ii \--------_- ----- Pro Pa�set, ---seL—si—sBL i\\4 \.r / Eesemeht b i II I + 1 \\ 7. Se sista y I 1 I I r `♦ , ,eea+�eN Legal Descriptions_ 1 A- _\\\ DopgrtnenlsedBeptleAroa' \a Ii I'* "'- r I \ iXLti'IINGLEGAL DESCRIPpfONProposed : � \ \ \ j � — � � \ \ \ \ \ %� ♦\` \ �� \ I I I I r + \ A 15 Arte tact in the Noah Ralfofthe Swthwest Qarter ofSecion 21, Township 121, Range \ i IL-1 \ \\ \ \ \ \.-♦\ Dd`9_-_ ` \ -P \`\\�/'/ 23, described as Wo ss: �, 1 1 _ \ \ \ \ \ \ \ \ ♦\ j" ...tints by r Proposed The North 990.0! tofthe East 660.0 feet ofsaid Southwest Quarter mote particularly I r \ \ \ \ \ eo' i Residence I described to wit: Beginningarthe Northeastmmu of said SouthwestQuatterofSection 2l, ^ 1-.;1 ` \ \ \ \ epeme \ 8 r thence Neztalarsg the NoalJineoFsaid Southwest Quarter 660.0 feet, thence Southerly \\` I 11 \ \ \ .tints /O'\� �-� Parallel with the FAA line ofsaid Southwest Quarter 990.0 feet, thence Eastedypaaeel with the \ I 11 \ \ A North line ofsaidSoutltwest Quadec 660.0 fed to the East line ofsaid Seuthwrut Quarter, \ I I 1 \ a ♦ I I / I then. Northerly 990.0 feet mom orless to the point ofbeg;nning. \\\ \`\`I ; d\ \\\\\ \ \ \\ \\\\\—snage3 iff 1.4ND \-L -j I ` \ \ \ \ L.'s, 1\12- \ \ \ 93. ` Zoning & Development Information c) 50 ZONING CLASSIFICATION AND STANDARDS: \\ - a m 1 \ \ \. \ \ \ \ \ ` � 3 les G l � 1. Current Zoning Classification - A-1 \\\ , 1 ` W 1 �- \ \\ \.\ \ q,`1b \ \t ' • /'A`♦\ \`\ O " I 1 ' I I UJ proposew wu,,,y Claaad'caIfot-R3(Residentiai-Long Range uma,,..._..._, \\ 1 \---__—___ �` \\ sem \\ \ ♦ i I 1 Setback Requirements for R-3 per City Zoning Ordinance: ` N ' Main Sintdure Only ``� 0 I / ii — ` — \ \\ \ \ y! \ \ ' ♦`` ♦ ♦\\\\ i / 11 & u7 A Front- 65 feet (local Sheet) ��� O 1 '/ \ \\ \ \ \ \ �' ProposedSeegc Area \ f/////��I Interior Side -10 feel 1 / / Proposed Septic lues V m. o \ \ r \ \ s\\ ♦ I / I I g N I 1 1J Comer Side Street- 65 feet(Ieced StreeQ _� i/ ` ! \ \ ♦ \ // I °n I I i ` s Rear -50 feel \\ I / \\ \ \ 'ti I `\ \ \ \\\ \\\�\ O (refer fo City Code for more specifics) \ •1. t \ \ \ \ \\ "n Minimum Lot Requirements: Resklen /{ \ \ \ \ \ \\ ' �^ r-\ I I tss, Lot kea-1 aces (43560 sq.fl) - \ \ \ ,. — / may` ,-3eL \ SBL i \ \ r y` \ \ \\ \ \ \ \ \ \ 1 I I L Lot Wldm-150 feel Comer Lo l Wldih-175feet r Lot DeP87-100 feet \ \ _ / \ 1 i \ ',� Jam Building Height- 2112 sled.. or 35 feel. \ / Q r 1 \ 1 I 1 - _ = s� \ = t t \` I I reposed \ +� r 1 / \ \\, \ �p r I S . a•. ®zSaG i Is' _ 1 � j� I Residence \ k'� /\ \ \ \ .ymrs. I Masdmumlmpervwus Surface=30%ofLotama. \ \ 6 J \ ( 1 f r `_ ♦ t -- / +I I / 1 \\ <y` \ .� \ \♦`\ ` PROPOSED LOT AREAS: \ 1 1 \ \-�' f \ \ I_ -C Proposed Septic lVea`z- t r y ' ` \ \`Rg.. \ I \ `.♦ \ Lot 1, Bock 1= 61809 sq.ft PROPOSED DRAINAGE AND UTILITY -- Loll, akwk1=49257 sq.ft EASEMENTS ARESFiO9M THUS: \\ \� \\ \/ ~� ��I` I I % !`t el Ir / / //�/' \.\ \\\� �\\\`Pmposer;Sepfic Mea-'♦ `15 I \ W/ I 1 (. Lot 3, Block 1= 48579 sq.ft I \ 1 I Lo 4, Block 1= 53256 sq.fl IS I \ — \ Z N 1 I _-_ /'� \ i 1 r IoPo n $' \ ` \ \ \ It \ \ 1 1 i �/ 1 I 15L--- Lo v.ILolS, Block 1= 81198 sq.fl il 6, Block 1= 59526 sq.ft-- \ \ '♦ \ I 50 / ( ` \ 1 y \ \ \ ii , 11 \ Loll, Block 1= 57929 sq.fl 0 0 \ \ \ \ ` - I I \ \ ♦ I 1 i y \ \ \ \ \ i I / 1 — — — Let 8. Bleck 1=52006 sq.ft \ \ '\ \ •moi \ \ \ \\ \` �, '--- _ y / —) \ \ \ \ \ \ \� \ \i 1\ r Lots, Block 1= 45264 sq.fl \ Lot 10, Block 1=66254 sq.R "W IOfE W sbrORIAWArtomNG.IG'Irf p`WAYDX MD5r Wtfbrlff D \ \ \ \ \ L I 1 I \ \ a AP33')NhG [OT UJk�iS. GHL55On2RyA5E5At7Mt— \ a__ _____r__ I Prep o..d ------ / �♦ / / I I Residenceor \ k--. -\♦.�\ I1 Ptop�sed Jas\ \ / .d \ \ \ If, 1 � MISCELLANEOUS NOTES 9 �` IProQosed Seetic Area \ \\�` / 15 \ \ tJ ♦ I Proposed SaD6cArea— PIONo-Address: 84850DeanAve. NE, Otsego, IAV \ \ \ I \\ \; � \ \ \ ; /fel\ .�jj�♦, \ ♦\ I II I PID No. 718.00213101 Brie mrarieoent shoring Legaldesoip5on and easements of, -.d not p—idcd.- \ \ \w 'sa I \���sz \ \ t \ i `✓ \ \ �h I $& 1 II I I / j Trial Area of Portal= 653389 s¢R .� \ Septic Aiea `\ `♦ y \ \ "� ' a♦ i 11' 1 \ 33 Flood Zone Statement here: pendng \ r;:.p o \ \ \ \ \ ♦'k ♦ \ - _ I I 1 I I eekkcatsatk ce�re \— \ --\ �r - \\ \ \ ock \ \ \ \\\\sem \ 11 i $9°119'5 "E660.0 -a r + ; (93RD Tj 15N� Owner: Developer. - } \ 2F •ti \ o + z _ w„ Jeremy & Chedynn UzzeB Tony Buiduc 1 \ \ / "'"'tea \ \ \ \ 1 1 i I I / _ _ _ 84650 1 Dean Ave. NE 15099 Scenic Drive F Otsego, MN 55330 Rogers, MN 55376 1 \ \ o \ o_ �- \ \ \ \ \ \ \ \ \ \ \ \ lmgwmf >"E HILLS 1 I I watt ,a=res• \ _ \ \ \ `rs" I /� / — 612-385-5088 �• — — \ \ �\ n-Arn zw m.�'i. \ \ \ \ 1 ( \ \ \ \ \ \ zZ9�NE R-3 a 50 1 W scAk� w FaT DESIGNED BY: SAP The sA'vasemens sheen an, baro plats ornse dekdem .prodded by d— I.d6ylhat0f.Plaq It, er.pet,•,as,r.-dhy--11er dreetsWel9 -d thAlvoad* da.. lar. Ihel ame mMInaesua RASPBERRY HILLS 8465 O'DEAN AVENUE NORTHEAST OTSEGO, MINNESOTA THE GREGORY CIVIL ENGINEERS AND LAND SURVEYORS GROUP&��, INC. 760173RD AVENUENORTH, X-(?63)56GMKMN 55429 (763)560-3043 FAX -(763)5643092 vnwr•Ictsurve sou en Land Surveyors and y aro v -oro ` GNII Engineers TONY BOLDUC E 15099 MINNESOTA DAYTON, MINNESOTA 55327 (612)385-5068 REVISIONS PRELIMINARY PLAT PROJECTNO.�af DRAWNBY: DTE SHEET te% �OF CHECKED BY: GRP Gregory R.Presch DATE .0 .17 LIG NO.: 24992 Cr e — WRIGHT COUNTY, MINNESOTA ,TION SITE LOCATION SITE DEVELOPMENT PLANS FOR RASPBERRY HILLS PROJECT LOCATION O 1320 26-0 5MLE IN F ENGINEER /LAND SURVEYOR: THE GREGORY GROUP 760173RD AVENUE NORTH MINNEAPOLIS, MINNESOTA55428 (763)560.3093 ENGINEER: JEFF PRASCH, PE LAND SURVEYOR: GREGORY R. PRASCH, RLS DEVELOPER: TONY BOLDUC 16099 SCENIC DRIVE DAYTON, MINNESOTA55327 (612)385 BENCHMARK MNDOT MONUMENT'C 12123' LOCATED 30.0 FEET SOUTH OF 03RD STREET NORTHEAST AND 772 FEET WEST OF MASON AVENUE NORTHEAST. ELEVATION = 94350 FEET (1929 NGVD) CALLEEFOREYW TIG7 Gopher State One Call I151NOTYARJA0$451ikA2 TOU. F<Ef ;3=aSZ11M CITY OF OTSEGO, WRIGHT COUNTY I u DESIGNED BY: IHEREBYCERTIFYTHATTHI PLAN,SPECIFICATION,OR REPORT WAS PREPARED REVISIONS JAP BYMEOR UNDER MYDIREC SUPERVISION AND THAT I AMA DULY LICENSED RASPBERRY HILLS THE GREGORY PROJECT 86627 PROFESSIONAL ENOINEER R THE LA T E STATE OF MINNESOTA. CIVILENGINEERS AND LAND SURVEYORS TONY BOLDUC Dlvur,NBY: GROUT, INC.I=173RD AVENUE NORTH,DRDOWYNPA KAW65i78 15099 SCENIC DRIVE TITLE SHEET SHEET NO. r 8465 O'DEAN AVENUE NORTHEAST venea� FA.GQ83)5 OMM DAYTON,MINNESOTA65327 JRD w Iotrmepwwaw.wm Ci OF C1 JEFFREY ,P.E. OTSEGO, MINNESOTA Land Smayars and (s12)3�-5088 i CHECKED BY: CIYII EI1gIIlEEfS GRP DATE: 09.05.17 UC. NO.: 62706 SHEET INDEX THIS PLAN CONTAINS 11 SHEETS SHEET N0. DESCRIPTION C1 TITLE SHEET C2 DETAILS C3 DETAILS AND CONSTRUCTION NOTES C4 CA- DETAILS AND SWPPP NOTES C5 SWPPP C6 ENISTING TOPOGRAPHY AND REMOVALS PLAN C7 GRADING PLAN ANDLOT TABULATION C8 TREE PRESERVATION PLAN C9 UTILITY PLAN C10 STREET AND STORM SEWER PLAN AND PROFILE C11 STORM SEWER PLAN AND PROFILE ENGINEER /LAND SURVEYOR: THE GREGORY GROUP 760173RD AVENUE NORTH MINNEAPOLIS, MINNESOTA55428 (763)560.3093 ENGINEER: JEFF PRASCH, PE LAND SURVEYOR: GREGORY R. PRASCH, RLS DEVELOPER: TONY BOLDUC 16099 SCENIC DRIVE DAYTON, MINNESOTA55327 (612)385 BENCHMARK MNDOT MONUMENT'C 12123' LOCATED 30.0 FEET SOUTH OF 03RD STREET NORTHEAST AND 772 FEET WEST OF MASON AVENUE NORTHEAST. ELEVATION = 94350 FEET (1929 NGVD) CALLEEFOREYW TIG7 Gopher State One Call I151NOTYARJA0$451ikA2 TOU. F<Ef ;3=aSZ11M CITY OF OTSEGO, WRIGHT COUNTY I u DESIGNED BY: IHEREBYCERTIFYTHATTHI PLAN,SPECIFICATION,OR REPORT WAS PREPARED REVISIONS JAP BYMEOR UNDER MYDIREC SUPERVISION AND THAT I AMA DULY LICENSED RASPBERRY HILLS THE GREGORY PROJECT 86627 PROFESSIONAL ENOINEER R THE LA T E STATE OF MINNESOTA. CIVILENGINEERS AND LAND SURVEYORS TONY BOLDUC Dlvur,NBY: GROUT, INC.I=173RD AVENUE NORTH,DRDOWYNPA KAW65i78 15099 SCENIC DRIVE TITLE SHEET SHEET NO. r 8465 O'DEAN AVENUE NORTHEAST venea� FA.GQ83)5 OMM DAYTON,MINNESOTA65327 JRD w Iotrmepwwaw.wm Ci OF C1 JEFFREY ,P.E. OTSEGO, MINNESOTA Land Smayars and (s12)3�-5088 i CHECKED BY: CIYII EI1gIIlEEfS GRP DATE: 09.05.17 UC. NO.: 62706 FORM 1/2 PIPE SECTION OF;. =: LARGEST DIAMETER PIPE / I _ 1 --! a •, I -.... 1 GROUT BOTTOM TO SLOPE TO ARD PIPE AS SHOWN --- BY ARROWS SEGTION A -A MANHOLE COVER SHALL FRAME & CASTING (SEE BE TYPE it WITH 27"� MH & CB SCHEDULE). ECCENTRIC OPENING. -- 'F ADJUSTING RING(S) �' ', •� PER STD PLATE 414 MAXIMUM DISTANCE FROM RIM Y TO FIRST STEP IS 2A i ". K STEPS 16" O.C, 111 o —MANHOLE TO BE CONSTRUCTED OF APPROVeD STEPS PER - PRECAST CONCP.ETE SECT,ONS MIN. CLASS III REINFORCEMENT, JOINTS NN/OOT STANDARD SHALL BE CONSTRUCTED WITH PLATE 4180) - CONFINED O-RING GASKETS. A _ - _ VARIES _ - _ ' A PRECAST OR CAST IN PLACE SEAL PIPES - LOWER SECTION -•I -^-.� WITH ,ROUT I ti I _ ( I L''� LJ ----POURED OR PRECAST CONCRETE MANHOLE BASE. u� MANHO_E INVERT SHALL BE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET. 9E 6P_ 12 If DEEP SLAB—TOP MANHOLE B" - 12 11 TO 20 It DEEP (STORM SEWER) 10" - OVER 20 IT DEEP NO SCALE <PPROVEO y CITY OF STANDARDPLATEN0. REVISED `' l/ J ROW LINE FORM 1/2 PIPE SECTION OF :; LARGEST DIAMETER PIPE - GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTIO -A--A BY ARROWS CASTING NEENAH 3067-1 OR EQUIVALENT :'ATH OL OR OR GRATE ADJUSTING RING(S) TOP Of CURB PER STD PLATE 414 FLOW • 1- LINEZ'O ._ _ 1 / .-COVER SLAB Mn/DOT 4022A MAXIMUM DISTANCESTEPS AS PER 6 F t RECAST SEGMENTS AS FROM Rim TO l - FIRST STEP IS 24". ' ` MN/DOT STANDARD �M1SREQUIRED IN 1 FOOT PLATE •1180! I— MULTIPLES i T 48" 4_7 r16" O.C. J ,PRECAST LOWER SECTION qA A SEAL PIPE {-� MINIMUM 36" HIGH MAXIMUM 89TH GROUT 48" HIGH Mn/DOT PLATE 4005L LOWER SECTION NO, ES: �` _ P�4,;. i_1,�• MANHOLE INVERT SHALL BE REINFORCING: SL01'ED TO PROVIOE SMOOTH SING! E UNE STEEL WIRE FABRIC FLOW FORM INLET TO OUTLET. HAVING AR AREA OF NOT LESS THAN (SEE SECTION A -A) 0.12 SQ. IN. PER T00T OF HEIGHT, STANDARD STORM MANHOLES - CATCH _BASIN MINIMUM COVER. FLOW LINE - TO TOP OF PIPE = 2 FEET NO SCALE APPROVED I ,­ STANDARD �tSLOP, STANDAR406LATE NO. REVISED -_ I �! 8 -/8 -IS NIYNR;OTA _T,—VARIABLE 6 x 6 x 10/10 WWM- 2.5' ROTE: DEPTH OF CONCRETE SHALL BE DETERMINED BY TYPE OF CURB AND CUTTER SECTION AA CLOW —EkPANSioN JOINTJOINT --� A f-' CONCRETE CURD -` AND GUTTER - TYPICAL CROSS GUTTER NO SCALE uPRavfu �.�•• � STANDARD PLATE NO. REVISER702 'aYURARY 2001 ;I:na.�Oc ADJUSTING RING(S) PER STO PLATE 414 -GROUT 60fTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARRUWS. A ( A / 1 PIPE TOP VI W CASTING N€ENAH 3067 OR EQUIVALENT WITH OL OR OR GRATE i --WALL TO RE PRECAST SECTION OR CONCRETE SEWER BLOCK I� 24' X 36"I If x SEAL WITH \ I rPRECAST OPENINGS I.. GROUT ( AS REQUIRED GROUT INVERT AS �i`. •'I SHOWN ABOVE �3^�RECTANGULAR 3'-6" X 4'-6" 5EC-11PN _ASA NOTES: 1. CONCRETE BAS_ SHALL BE 6" POURED IN PLACE OR S" PRECAST SLAB. 2. REINFORCING SHALL BE SINGLE LINE STEEL WIRE FABRIC HA'6NG AN AREA OF NOT LESS THAN 0.12 SO. IIT. PER FOOT OF HEIGHT. 2' x 3' CATCH BASIN NO SCALE - APFR0YE0 CITY OP ots� fy STANDARD PLATE NO. REVSED !,J 8 -1L -t6 NINNTTOT.1 I I 1 i I I I I 10:2. 4" ! \EE ?d^-•�.Q�w I SURMOUNTABLE CONCRETE CURRY SND GUTTER NO SCALE "•PFRDVEO CITT OF STANDARD NO. o��� NEYSfD NINNReOTA TKA CONCRETE ENCASED ADJUSTING RINGS M -,/DOT PLATE 4026A MAX 4 RINGS. MAX 1` GROUT PER JOINT, LUMBER OF ADJUSTMENT RINGS SHALL BE MRNMIZEU O THE EXTENT POSSIBLE, LE. USE (2) 4" RINGS INSTEAD OF (4) 2" RING5 PAVEMENT CHIMNEY HEIGHT MINIMUM 4"- IXAX 16" NOTES: 1. PRECAST CONCRETE OR BRICK CHIMNEY RINGS MAY BE USED FOR ALL CATCH BASINS, EXISTING STORM MANHOLES, AND ANY NEW MANHOLES OUTSIDE OF PAVED AREAS AND WITHIN CURB AND GUTTER. 2. STORM MANHOLES WITHIN PAVED AREAS SHALL USE HDPE "PLASTIC" RINGS AND CONFORM TO STD PLATE 309 3. CONCRETE ENCASED ADJUSTING RINGS Mn/DOT PLATE 4026A 4. SHIMS USED FOR LEVELING, SHALL BE METAL OR CONCRETE STORM MANHOLE ADJUSTMENT RINGS NO SCALE APPROVED y� �crrrOSTANDARD414PNO. REVISED 8-18-15 NINN�fOTA / w ` LI 'SQSUJ /NDS% W J i•—NEENAH R-3067 CASTING �! OR EQUIVALENT NO E: pQ� SURMOUNTABLE CURB AND GUTTER TO BE FORMED INTO A 8618 TYPE CURB AT CATCH \`f BASIN CASTING. •\02 w 10 MIN. TRANSITION 10' MIN. TRANSITION SURMOUNTABLE CURB 8„ AND GUTTER I TOP CURB-----\/Jj EXPANSION JOINT -EXPANSION .JOINT DESIGN GUTTER -N LINE GRADE {2 NO. 4 REBARS ON EACH SIDE OF CASTING 10 FEET LONG IN LENOTH PLATE 704 8618 CURE &� 8618 CURB GUTTER AT GUTTER TO L (CURB GUTTER CATCH BASIN I MATCH CASING OUTT[R 17)1' 1 - - - _ I : / , I TOS} �- I ! 10' TAPER !T, 10' TAPER CURB TRANSITION (8618) AT CATCH BASIN NOT TO SCALE APPROVED STANDAR I LILY 9F �w�y - STANDARD hi0. REVIS 0 ED .3 G i S -ID -D7 Ria NREOTA DE.,IGNEDBY: I HEREBYCERTIFY THAT THI PL7W,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MYDIREC SUPERN610N AND TNATI AM ADULYLICENSED PROFESSIONAL ENGINEER TITHE LAWS T STATE OF MINNESOTA. JEFFREY ,P.E. DATE: 09.05.17 LIC. NO.: 52706 T� RASPBERRY HILLS 8465 O'DEAN AVENUE NORTHEAST OTSEGO, MINNESOTA THE GREGORY CIVILEN(IINEERSAND LAND SURVEYORS GROUT' INC. 760173RD AVENUE NORTH. BROOI-YHPARK MN56= Q4t)50630Hi FAX�Q031B = Land Surveyors and I—lots 1&, Civil Engineers TONY BOLDUC 16099 SCENIC DRIVE DAYTON,MINNESOTA55327 (612)385.5068 REVISIONS DETAILS PROJECT; 86627 DRAWN BY: JRD SHEET NO. G2 OF C11 CHEC[IEDBY: GRP 5% PREFERRED SLOPE 3.0'• BITUMINOUS MAT 8% MAX. SLOPE `CLASS 5 GRAVEL \-4" THICK CONCRETE APRON SECTION A—A NO SCALE 3 FT. TRANSITION- IO fT. CONCRETE APRON DROP CURB�`•�••,-- �11 10 FT. NI 2-2'X4' CAST IRON TRUNCATED DOME PEDESTRIAN RAMP INSERTS 3 FT. TRANSITION TYPICAL DROP CURB — BIKE TRAIL NO SCALE APPROVED c. STANDARDPLATELA0, 0 ' REVISED - 8 -IB -15 INFILTRATION 887.6 FOREBAYA,r 886.0 7L BASIN J'X MVd' 885.0 ITL INFILTRATION BASIN CROSS SECTION �3 NOT TO SCALE NOTES: 1. ALL FILL ASSOCIATED WITH THE INFILTRATION BASIN SHALL BE NATIVE CLEAN SAND. 2. ALL TOPSOIL SHALL BE REMOVED FROM THE INFILTRATION AREA AND THE REMAINING TOP SIX (6) INCHES SHALL BE SCARIFIED PRIOR TO PLACING FILL. 3. ONLY TRACKED EQUIPMENT SHALL BE ALLOWED IN THE INFILTRATION AND FOREBAY AREA. hUTEI STANDARD 48' HIGH ORANGE SNOW FENCE OR ORANGE SILT FENCE REQUIRED STEEL OR WOOD FENCE POSTS AS NEEDED DELINEATION OF TREE LINE PROTECTION SHALL EXTEND CONTINUOUSLY THROUGH PROTECTION AREAS. TOTALLY SURROUND INDIVIDUAL. SPECIMENS AS NOTED. OR EXTEND ACROSS THE FACE AND THE ENDS SHALL EXTEND 6FT. BACK FOR TREE LINE PROTECTION 0 ^ DELINEATION OF TREE LINE J TREE PROTECTION PROTECTION SHALL IDEALLY J DELINEATION DE LOCATED AT THE OUTER PERIMETER OF THE DRIPLINE { .f . 5' INV=885.0 2x3 BOX- REAR SECTION VIEW 688.3 46'-� 867.6 s 888.3 .. • 3x6' L5• 4. RASAS SLE SLAB 2x3 BOX- FRONT SECTION VIEW 2X3 BOX - TOP VIEW 3 INFILTRATION BASIN OUTLET STRUCTURE C3 NOT TO SCALE ELEVATION VIEW TREELINE 0 \I- •Y • j 6' HIM. I- TREE PROTECTION J DELINEATION vODDs 1I —T—_T_ —i—T—TJ TREE PROTECTION DELINEATION 1 TREE PROTECTION FENCE C3 NOT TO SCALE 'r..i 16' 28 8 - 8 1 16' _ 1 1V;3H FT. ISEE PLATE 704 CONCRETE CURB & A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH 3/4„ LEGEND 1 TONY BOLDUC 15099 SCENIC DRIVE DAYTON. MINNESOTA 55327 (612)385-5088 _ WE I LAND GREEN LETTERING ON WHITE BACKGROUND I BUFFER BITUWNOUS SURFACE %%(( Z0NE. BASE 9" WHITE LETTERING ON WEAR BROWN BACKGROUND 3/8' WITH 3/4" LETTERING NO LV2350 WEA50309 Structures, Grading, W Mowing, or Filling E Beyond This Point. r •• 1 1/2' •• 2' A- 6" �I N ALTERNATE 1 1 1/2'- 16" B WETLAND BUFFER SIGNS ARE TO A-6 A-7 BE PLACED ALONG ALL - U WETLANDS IN RESIDENTIAL F AREAS WHERE THE BUFFERS - F ARE REQUIRED. E SIGNS SHALL BE INSTALLED ON R A "U -POST" MOUNTING. (SEE STANDARD PLATE 801) SIGNS SHALL BE PLACED 20' I.�— g•• FROM THE EDGE OF THE I DELINEATED OR MITIGATED ALTERNATE 2 WETLAND. WETLAND BUFFER SIGN NO SCALE APPROVED s� CITY OF oa lo STANDAR804LATE LA0. REVISED FEB zoo9 MIN NRLOTA� hUTEI STANDARD 48' HIGH ORANGE SNOW FENCE OR ORANGE SILT FENCE REQUIRED STEEL OR WOOD FENCE POSTS AS NEEDED DELINEATION OF TREE LINE PROTECTION SHALL EXTEND CONTINUOUSLY THROUGH PROTECTION AREAS. TOTALLY SURROUND INDIVIDUAL. SPECIMENS AS NOTED. OR EXTEND ACROSS THE FACE AND THE ENDS SHALL EXTEND 6FT. BACK FOR TREE LINE PROTECTION 0 ^ DELINEATION OF TREE LINE J TREE PROTECTION PROTECTION SHALL IDEALLY J DELINEATION DE LOCATED AT THE OUTER PERIMETER OF THE DRIPLINE { .f . 5' INV=885.0 2x3 BOX- REAR SECTION VIEW 688.3 46'-� 867.6 s 888.3 .. • 3x6' L5• 4. RASAS SLE SLAB 2x3 BOX- FRONT SECTION VIEW 2X3 BOX - TOP VIEW 3 INFILTRATION BASIN OUTLET STRUCTURE C3 NOT TO SCALE ELEVATION VIEW TREELINE 0 \I- •Y • j 6' HIM. I- TREE PROTECTION J DELINEATION vODDs 1I —T—_T_ —i—T—TJ TREE PROTECTION DELINEATION 1 TREE PROTECTION FENCE C3 NOT TO SCALE 'r..i 16' 28 8 - 8 1 16' _ 1 1V;3H FT. ISEE PLATE 704 CONCRETE CURB & A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH < SUBJECT TO REVIEW BY OUAUFIED SOILS ENGINEER �s MINIMUM ALLOWABLE DESIGN THICKNESS ••�R VALUE OF LESS THAN 20 REQUIRES 4" GRAVEL BASE BENEATH CONCRETE SIDEWALK NOTES: R VALUE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD SIGMA NIB VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE DESIGN LIFE OF A FLEXIBLE PAVEMENT. /-4-'\ LOCAL RESIDENTIAL URBAN STREET SECTION -9 TON 23 NOT TO SCALE GENERAL CONSTRUCTION AND SOILS NOTES: 1. ALL WORK SHALL CONFORM -TO THE LATEST REVISION OF THE CITY OF OTSEGO ENGINEERING MANUAL. 2. CONSTRUCTION SHALL COMPLYWITHALL APPLICABLE GOVERNING CODES, LAWS AND ORDINANCES. 3. THE CONTRACTOR SHALL BE SOLELYAND COMPLETELY RESPONSIBLE FOR FOLLOWINGALL APPLICABLE OSHA STANDARDS. 4. IF UTILITY RELOCATION IS NECESSARY, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANIES. 5. MATERIAL UNSUITABLE FOR CONSTRUCTION (E.G. TOPSOIL, SILTS, ORGANIC MATERIALS, PEATS, DEBRIS, ETC.) ENCOUNTERED DURING EXCAVATION WITHIN THE STREETAND BUILDING PAD AREAS SHALL BE REMOVED AND PROPERLY DISCARDED. 7. GRADING SHALL BE CONSTRUCTED WITH SUITABLE MATERIALAND IN LOOSE LIFTS NO THICKER THAN TWELVE (12) INCHES. COMPACTION WITHIN THE STREEFAND BUILDING PADS SHALL BE COMPACTED TO 100%OFTHE MAXIMUM STANDARD PROCTOR DENSITY. 8. TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR USE AS TOPSOIL IN GREEN SPACES DISTURBED DUE TO CONSTRUCTION. 9. SAWCUT AND MILL 1.5 FEET WIDE OF EXISTING PAVEMENT WHEN PLACING NEW PAVEMENT ADJACENTTO EXISTING PAVEMENT. 10. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF BITUMINOUS AND CONCRETE MATERIALS DISTURBED BY CONSTRUCTION IN ACCORDANCE WITH MNDOT SPEC 2104.3. 11. IF NECESSARY, DEWATERING SHALL BE CONDUCTED AS DIRECTED BY THE SOILS ENGINEER OR REQUIRED TO PERFORM THE SITE IMPROVEMENTS AND SHALL MEETALL REGULATING REQUIREMENTS. 12. THE OWNER'S SOIL ENGINEER SHALL BE RESPONSIBLE FOR PERFORMINGALL REQUIRED SOILTESTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGTHE TESTS AND INSPECTIONS WITH THE CONSTRUCTION ACTIVITY. 13. ANY EXCESS MATERIAL SHALL BE DISPOSED OF OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND ALL GOVERNING REGULATIONS. 14. CONTRACTOR SHALL VERIFYALL EXISTING UTILITIES AND CALL GOPHER STATE ONE CALL 48 HOURS PRIOR TO CONSTRUCTION WORK. EXISTING UTILITIES SHOWN ON THESE PLANS ARE ONLYAPPROXIMATE AND MAY NOT BE RELIED UPON AS EXACT OR COMPLETE. DESIGNED BY: JAP I HEREBY CERTIFY THATTHIS PLAN. SPECIFICATION; OR REPORT WAS PREPARED 13Y ME OR UNDER LAY IN SUPERVISION AND THAT I Apt A DULY UCENSED PROFESSIONALENGINEER R WS STATE OF MINNESOTA. .EFFREY A.P ASC .PE. DATE: 09.05.17 LK:. NO.: 52706Civil LEGEND THE GREGORY GROUP&��, INC. 7601 73RD AVENUE NORTH, BROOKLYN PARK,N55d29 (763)9603093 FAX.(793)%0-3092 wWW.10 _ys .POy . Land Surveyors and Engineers Uff" TONY BOLDUC 15099 SCENIC DRIVE DAYTON. MINNESOTA 55327 (612)385-5088 REVISIONS AASHTP R VALUE SIGMA NIB BITUWNOUS SURFACE AGGREGATE BASE DRAWN BY: �p WEAR NON -WEAR CLASS 5 OR 6 CLASS 3 OR 4 SUBGRADE S SUB CLASS LV2350 WEA50309 2350 LVHW35030B 3138 C. 3130 D. A-3 R -]0 < 90,000 •• 1 1/2' •• 2' ..S - A -t R-20 <_ 90,000 1 1/2'- A-6 A-7 R -1S c 90,000 R -f0 < 90,OD0 IR 1 1/2' 1 f/2' 2' 2' S" 6" 12' t8' -S< 90,000) 1 1/2' 2" 6" 24' < SUBJECT TO REVIEW BY OUAUFIED SOILS ENGINEER �s MINIMUM ALLOWABLE DESIGN THICKNESS ••�R VALUE OF LESS THAN 20 REQUIRES 4" GRAVEL BASE BENEATH CONCRETE SIDEWALK NOTES: R VALUE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD SIGMA NIB VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE DESIGN LIFE OF A FLEXIBLE PAVEMENT. /-4-'\ LOCAL RESIDENTIAL URBAN STREET SECTION -9 TON 23 NOT TO SCALE GENERAL CONSTRUCTION AND SOILS NOTES: 1. ALL WORK SHALL CONFORM -TO THE LATEST REVISION OF THE CITY OF OTSEGO ENGINEERING MANUAL. 2. CONSTRUCTION SHALL COMPLYWITHALL APPLICABLE GOVERNING CODES, LAWS AND ORDINANCES. 3. THE CONTRACTOR SHALL BE SOLELYAND COMPLETELY RESPONSIBLE FOR FOLLOWINGALL APPLICABLE OSHA STANDARDS. 4. IF UTILITY RELOCATION IS NECESSARY, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANIES. 5. MATERIAL UNSUITABLE FOR CONSTRUCTION (E.G. TOPSOIL, SILTS, ORGANIC MATERIALS, PEATS, DEBRIS, ETC.) ENCOUNTERED DURING EXCAVATION WITHIN THE STREETAND BUILDING PAD AREAS SHALL BE REMOVED AND PROPERLY DISCARDED. 7. GRADING SHALL BE CONSTRUCTED WITH SUITABLE MATERIALAND IN LOOSE LIFTS NO THICKER THAN TWELVE (12) INCHES. COMPACTION WITHIN THE STREEFAND BUILDING PADS SHALL BE COMPACTED TO 100%OFTHE MAXIMUM STANDARD PROCTOR DENSITY. 8. TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR USE AS TOPSOIL IN GREEN SPACES DISTURBED DUE TO CONSTRUCTION. 9. SAWCUT AND MILL 1.5 FEET WIDE OF EXISTING PAVEMENT WHEN PLACING NEW PAVEMENT ADJACENTTO EXISTING PAVEMENT. 10. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF BITUMINOUS AND CONCRETE MATERIALS DISTURBED BY CONSTRUCTION IN ACCORDANCE WITH MNDOT SPEC 2104.3. 11. IF NECESSARY, DEWATERING SHALL BE CONDUCTED AS DIRECTED BY THE SOILS ENGINEER OR REQUIRED TO PERFORM THE SITE IMPROVEMENTS AND SHALL MEETALL REGULATING REQUIREMENTS. 12. THE OWNER'S SOIL ENGINEER SHALL BE RESPONSIBLE FOR PERFORMINGALL REQUIRED SOILTESTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGTHE TESTS AND INSPECTIONS WITH THE CONSTRUCTION ACTIVITY. 13. ANY EXCESS MATERIAL SHALL BE DISPOSED OF OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND ALL GOVERNING REGULATIONS. 14. CONTRACTOR SHALL VERIFYALL EXISTING UTILITIES AND CALL GOPHER STATE ONE CALL 48 HOURS PRIOR TO CONSTRUCTION WORK. EXISTING UTILITIES SHOWN ON THESE PLANS ARE ONLYAPPROXIMATE AND MAY NOT BE RELIED UPON AS EXACT OR COMPLETE. DESIGNED BY: JAP I HEREBY CERTIFY THATTHIS PLAN. SPECIFICATION; OR REPORT WAS PREPARED 13Y ME OR UNDER LAY IN SUPERVISION AND THAT I Apt A DULY UCENSED PROFESSIONALENGINEER R WS STATE OF MINNESOTA. .EFFREY A.P ASC .PE. DATE: 09.05.17 LK:. NO.: 52706Civil p RASPBERRY HILLS 8465 O'DEAN AVENUE NORTHEAST OTSEGO, MINNESOTA THE GREGORY GROUP&��, INC. 7601 73RD AVENUE NORTH, BROOKLYN PARK,N55d29 (763)9603093 FAX.(793)%0-3092 wWW.10 _ys .POy . Land Surveyors and Engineers Uff" TONY BOLDUC 15099 SCENIC DRIVE DAYTON. MINNESOTA 55327 (612)385-5088 REVISIONS DETAILS AND CONSTRUCTION NOTES PROJECT: 86627 SHEET NO. C oP C l I DRAWN BY: �p CHECKED BY: GRP PROJECT INFORMATION DISTURBED AREA: 7.5 acres NEW IMPERVIOUS AREA: 1.73 ACRES WATERSHED DISTRICT: N/A EROSION CONTROL SUPERVISOR CONTACT. TO BE DETERMINED IMPAIRED WATERS WITHIN ONE (1) MILE: NONE. THI S PROJECT IS LOCATED AT THE SOUTHWEST CORNER OF O'DEAN AVENUE NORTHEAST AND 65TH STREET NORTHEAST IN OTSEGO, MINNESOTA. THE SITE IS CURRENTLYA RESIDENTIAL HOMESTEAD, CROPLAND, OVERGROWN GRASS AND TREES. THERE ARE TWO WETLANDS THAT HAVE BEEN DELINEATED ON THE SITE OR ADJACENT TO THE SITE. PROPER CARE SHALL BE REQUIRED TO NOT DISCHARGE SEDIMENT -LADEN WATER INTO THE WETLANDS. THE PROJECT WILL CONSIST OF SITE CLEARING, REMOVALS, STREET AND POND GRADING, STORM SEWER, CURB AND GUTTER, AND TWO CUL-DE-SACS. THE PROPOSED RESIDENTIAL SITES WH HAVE INDIVIDUAL SEPTIC SYSTEMS ANDINDIVIDUALWELLS. MOST OF THE PROJECT DISCHARGES INTO A LOWAREA THAT CONTAINS A STORM SEWER OUTLET WHICH DISCHARGES OFF-SITE. THE SITE DOES CONTAIN SOME STEEP SLOPES. THERE ARE NO IMPAIRED WATERS WITHIN ONE (1) MILE OF THE PROJECT SITE. STORMWATER POLLUTION PREVENTION PLAN NOTES: 1. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALLACQUIRE THE NECESSARY MPCA NPDES STORM WATER PERMIT. 2. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES. BMP'S SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. S. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA ATANY GIVEN TIME. 4. ALL EROSION CONTROL SHALL CONFORM TO THE M NDOT EROSION CONTROL HANDBOOK AND THE CITY OF OTSEGO DETAILS AND SPECIFICATIONS. 5. REDUNDANT SEDIMENT CONTROL SHALL BE INSTALLED ADJACENTTO THE EXISTING WETLANDS WHERE A FIFTY (50) FOOT NATURAL BUFFER CANNOT BE ACHIEVED. 6. INLET PROTECT] ON SHALL BE INSTALLED AT ANY INLET THAT MAY RECEIVE RUNOFF FROM THE DISTURBED AREAS OF THE PROJECT. IF A SPECIFIC SAFETY CONCERN HAS BEEN IDENTIFIED, WRITTEN AUTHORIZATION MUST BE RECEIVED BY THE CITY ENGINEER IN ORDER TO REMOVE THAT PARTICULAR INLET CONTROL. 7. ALL EXPOSED SOILS, INCLUDING STOCKPILES, SHALL BE TEMPORARILY STABILIZED PER MNDOT SPECIFICATION 2575 WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED. STABILIZATION OF ALL EXPOSED AREAS MUST BE INITIATED IMMEDIATELY. S. STOCKPILES SHALL NOT BE PLACED ON ROADS, DRIVEWAYS, SURFACE WATERS OR SWALES. EFFECTIVE SEDIMENT CONTROL SHALL BE INSTALLED IMMEDIATELY AROUND ALL SOIL STOCKPILES. 9. REMOVE ALL SOILS AND SEOIMENTTRACKEO OR OTHERWISE DEPOSITED ONTO PUBLIC ROADS OR PRIVATE DRIVEWAYS ON A DAI LY BASI S OR AS NEEDED. 10. WATER SHALL BE USED WHEN NECESSARY FOR DUST CONTROL. 11. AFTER FINAL GRADING HAS BEEN COMPLETED, EXPOSED SOILS SHALL BE PERMANENTLY STABILIZED WITHIN 72 HOURS. PERMANENT STABILIZATION SHALL CONSIST OF 4 INCHES TOPSOIL AS WELL AS M NDOT SEED MIX 25-141, UNLESS OTHERWISE SPECIFIED, AND MULCH. THE MULCH SHALL BE OISKANCHORED AND COMMERCIAL GRADE 20-11110 FERTILIZER SHALL BE USED. METHODS AND RATES SHALL BE IN ACCORDANCE WTH MNOOT SPECIFICATION 2575 AND THE MNDCT SEEDING MANUAL. V. PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. 13. THE NORMAL WETTED PERI METER WITHIN 200 LINEAL FEET OF ANY PROJECT DISCHARGE LOCATION SHALL BE STABILIZED WITHIN 24 HOURS OF CONNECTING TO THE DISCHARGE LOCATION. 14 SOLID WASTE SUCH AS COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, CEM ENT PRODUCT WASTE, FLOATING DEBRIS, YA"`R PLARTIr m"'^T^' 1rTION DEBRIS AND OTHER WASTES MUST BE DISPOSEr1 JF PROPERLY OFF SITE. 15. HAZARDOUS WASTES SUCH AS OILS, GASOU NE. PAINT, CEMEN i uA5t0 PRODUCI S. ECT. SHALL BE PROPERLY STORED WITH SECONDARY CONTAINMENT TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGES. IF STORED ON THE PROJECT, THEY SHALL BE STORED IN RESTRICTED ACCESS AREAS TO PROTECT AGAINST VANDALISM. STORAGE AND DISPOSAL SHALL BE IN COMPLIANCE WITH THE MPCA. 16. CEMENT BASED PRODUCT WASHOUTS ARE NOT PERMITTED ON SITE. 17. IF DEWATERING IS NECESSARY, THE APPROPRIATE PERMITS SHALL BE ACQUIRED PRIOR TO COMMENCING DEWATERING ACTIVITIES. TURBID AND SEDIMENT -LADEN WATERS SHALL BE DIRECTED TO A TEMPORARY SEDIMENT POND PRIOR TO DISCHARGING. A VISUAL CHECK SHALL BE CONDUCTED PRIOR TO DISCHARGING TREATED WATER FROM THE SEDIMENT POND TO ENSURE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. 10. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE WITHIN THIRTY (30) DAYS AFTER PERMANENT STABILIZATION HAS BEEN ACHIEVED. 19. A TRAINED PERSON SHALL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUSTBE RECORDED IN WRITING WITHIN 24 HOURS OF CONDUCTING THE INSPECTIONS AND THE RECORDS MUST BE RETAINED WITH THE SWPPP. IF ANY DISCHARGE FROM THE SITE IS OBSERVED THE DISCHARGE MUST BE DESCRIBED AND PHOTOGRAPHED. 20. CORRECTIVE ACTT ON MUST BE COMPLETED BY THE NEXT BUSINESS DAY AFTER DISCOVERY WHEN PERIMETER CONTROL DEVICES BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1 /2) THE HEIGHT OF THE DEVICE. 21. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITHIN THIRTY (30) DAYS OF ACHIEVING PERMANENT STABILIZATION. EXPECTED SEQUENCE OF CONSTRUCTION i. INSTALL EROSION AND SEDIMENT CONTROL BMPs, TREE PROTECTION FENCE AND SEPTIC PERIMETER FENCE 2. COMPLETE REMOVALS AND SALVAGE TOPSOIL 3. EXCAVATE AND GRADE PONDING AREAS AND INSTALL PERIMETER CONTROL 4, INSTALL STORM SEWER 5. GRADE STREETS AND APPLY BASE COURSE 6. INSTALL CURB AND GUTTER 7. PERMANENT STABILIZATION S. INSTALL BITUMINOUS 9. REMOVE EROSION AND SEDIMENT CONTROLBMPs AFTER PERMANENT STABILIZATION IS ACHIEVED DESIGNEDBY: I HEREBYCERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED JAP BYME OR UNDER MYDIRECT SUPETHMSION AND THAT I AM ADDLYLICENSED PROFESSIONAL ENOINEER D RTHE LAT ST ATE OF MINNESOTA. DRAWN BY: 7 , JRD CHECI¢D 6Y: JEFFREYA PfiASCH,P.E. GRP DATE: 09.05.17 LIC. NO.: 52706 RASPBERRY HILLS 8465 O'DEAN AVENUE NORTHEAST OTSEGO, MINNESOTA POUR =ICF.ETE --- C O'N AP.OIIND E5 CONCREIE BLOCK-, TO ANrtIOF TUCKS)'i f, .� ffOE[a:TILC TPRF*C �'1--" SEC. B -B _ BLOC,(S+IAtI -- 1 '; UE EACKi1LLE0 24SO4 E Is GIVE, ON 2.1) Y -_ 518. P.. 31GO A 31 IJ. - �._ ' 1 I _A IST& tt Or I' LtO r .IAL. IE - AT I f AND - - - - 1 - B USE EOU.V. 0 F031 FIDE ASCR 'SEE STD. PL. 3110 FOR iOUly. PI CONCRETE BLOCK 1.0'`1' GEOTEI:ILF. FABRIC SEC-A-A ARTICUTATc COIICIETE BLOCK SHA;f. BF P NANDPIACED r4T[RLCCKLN4 CONCRETE OLCCK SYStCM, CABLE C0410,CD CCNCRLIL BLOCK MAT, OR A?PROVsV CUUAL FOR >IFFS CREATER TF -AN OF F.QUAI. TO LW'. USE 2.0' O_JIEXIILE rABRIG PEN Va/IPJr som 3733. FABRIC % LL RE OVERSIZED A MIt1IMV OF 12' A`IO COVER THE ENTIRE AREA UNDER THE BLOCK VAT AVD EXTEND DER TIIC CUL'VEP.' APRON 3 TEEr. _ 02 IF A CAB:C COHCREH SYSTEM IS LSEO. NU*1IPLE MATS 4US1 LCE RID IOUE)NER PER MANUTACTUP.ERS SPEC. WO ALL CABLES PROTRLT;ING BEYOND THE FINIS.EW EWES sNALt P.E GUT FL H hO T:IE BLOCK. A)3TICULATED CONCRETE BLOCK AT R.C.P. OUTLET 3ti FWYarlO STANDARD PLATE NO. 50R^tJ 681 THE GpuGom, GRCTUR INC.CIVIL ENGINEERS AND LAND SURVEYORS 700173RD AVENUE NORTH. BROOM YN PARK ERI 5mm (7833081 FAX(783)5803M Land Surveyors and blsmYe/scomPa yeem Civil Engineers i V�DOT 2:17; MACHINE SLICED 04 P"EASSEN?LEO M'11.21,7- I -AWVE URCUND OPT.V" 1 a5 APPROVED 8V I fr CITY THE _NO'A£F,R. STRAW/HAY BALE BARRIER PLACEMENT 8'k6` EARNI '-ILL r - Ha SCALE -�-�-FENCE is MATEF.IAL G" APHON 5' POSTS - n• MA)'. CII CENTER 1AVIMUV 2' PLAEIRATONJ r,Er. MnOU) :nes SILT FENCE NO SCALE uvx.m 0.%g�°' l/i(.,J 0 STANDARD NO. n: s, S -IE -O> 1D4�ESUtA HAND SURFACE ��'• Puelrc aDAn �� AST• 1'-2" WASHER, HOCK F.00KCO STRUCTION ENTRANCE N4 SCA�C a 'I I i 0.:tCC• UTY UP f- Qtse'� STANDARD PTE NO 505 TONY BOLDUC 15099 SCENIC DRIVE DAYTON, MINNESOTA55327 (612)3 85-50 613 REVISIONS � %,-I �-SNN:E BAC _ '-WITH INLET wu{1 CERT nt� N-TYFE T {MOND-MOND PAG.FIRLRKIHN 1.5' CLEAN EEOCIC ) O?, O" SILT Rk:K AN tO Ii TNAL 13 O TTEXTN - e^� IS riRAFFcD AF UND " ON 2 % A AND 5 WV0 Il,-07EMLE S17E 5 ALI RE U VIN UP[ - R OU AL 4` SIDES TF 111E11 Ecr C c. KNOEUTE>.TPE uNUCR LE) :LI GDY_'t.lii �i._1YWU EXTENDED N BEYOND OND M GIE V710TN O CR DOTH. S:DFS, .J ALL GEME'MILE USED FOR INLET PROICCTIOA SPALL RE 91NOFA.--1J It? BOTH DIRECTrONS, MEETING SPEC, 1485 FOR MAC1111E SLICED. •nlfeCOi VA'r R_ UEEV IN PLACE OF ABOVE. AL: Cf O? INLET PROTECTION SILALL BE REVCVEO PRI31 TO WINTER FREEZE. DROP INLET PROTECTION NO SCALE 7" ✓� �. r l�ry� STANDARDPLATEN0. 4 DETAILS AND SWPPP NOTES PROJECT: 66627 SHEEr NO. C4 OF C11 :-G" EAR, FILL FLC 12' DEEP PENETRATION MIH{Mlik 2 TiT�NFB PER DALE STRAW/HAY BALE BARRIER PLACEMENT Ha SCALE 6 eu is 0j��p STANDARDDPLATE NO. i MtA � %,-I �-SNN:E BAC _ '-WITH INLET wu{1 CERT nt� N-TYFE T {MOND-MOND PAG.FIRLRKIHN 1.5' CLEAN EEOCIC ) O?, O" SILT Rk:K AN tO Ii TNAL 13 O TTEXTN - e^� IS riRAFFcD AF UND " ON 2 % A AND 5 WV0 Il,-07EMLE S17E 5 ALI RE U VIN UP[ - R OU AL 4` SIDES TF 111E11 Ecr C c. KNOEUTE>.TPE uNUCR LE) :LI GDY_'t.lii �i._1YWU EXTENDED N BEYOND OND M GIE V710TN O CR DOTH. S:DFS, .J ALL GEME'MILE USED FOR INLET PROICCTIOA SPALL RE 91NOFA.--1J It? BOTH DIRECTrONS, MEETING SPEC, 1485 FOR MAC1111E SLICED. •nlfeCOi VA'r R_ UEEV IN PLACE OF ABOVE. AL: Cf O? INLET PROTECTION SILALL BE REVCVEO PRI31 TO WINTER FREEZE. DROP INLET PROTECTION NO SCALE 7" ✓� �. r l�ry� STANDARDPLATEN0. 4 DETAILS AND SWPPP NOTES PROJECT: 66627 SHEEr NO. C4 OF C11 62 \ aez---------------- -)l ------ --- --- -------------------- _ I( ---- Ir I HEREBY CERTIFYTHAT THIS LAN, SPECIFICATION, OR REPORT WAS PREPARED BYMEORUNOERM1IYOIRECT UPERVISIONANOTHATINTEOFMINN SOTA- PROFESSIONAL ENGINEER URTfLAWS STATE OF MINNESOTA RASPBERRY HILLS 8465 O'DEAN AVENUE NORTHEAST MINNESOTA _� THE GREGORY INC. CIVIL ENGINEERS AND LAND SURVEYORS GROUP, IN760173RD AVE14UE NORTH, BROOKLYN PARK, MN 55429 1&" (763)56"093 FAW63)560-3092 Land Surveyors and ""'°` °"°�`°"P'°v'`°"(61z)3as5oaBDATE: C vil Engineers TONY BOLDUC 15099 SCENIC DRIVE DAYTON, MINNESOTA 55327C5 REVISIONS SWPPP PROJECT: 66627 SHEET NO. of C11 DRAWN BY: JRD CHECKED BY: GRP JEFFREY A. P ASCR, P.EOTSEGO, 09.05.17 LIC. NO.: 52706 g521 auP �9 — i J aD, / rDa BENCHMARK: MNDOT MONUMENT -C 12123- LOCATED 30.0 FEET SOUTH OF 83RD STREET NORTHEAST AND 772 FEET WEST OF MASON AVENUE NORTHEAST. ELEVATION =943.50 FEET (1929 NGVD) LEGEND INLET CONTROL ROCK CONSTRUCTION ENTRANCE + PROPOSED SILT FENCE ® PROPOSED MNDOT SEED MIX 34-261 ® PROPOSED MNDOT SEED MIX 33-262 ® PROPOSED EROSION CONTROL BLANKET, CATEGORY IV ARTICULATED CONCRETE BLOCK GRADING LIMITS ------- PROPOED D & U EASEMENT —••—••— PROPOSED DRIVEWAY EASEMENT � o so 100 5CALE 111 f[ET DESIGNED BY: JAP I HEREBY CERTIFYTHAT THIS LAN, SPECIFICATION, OR REPORT WAS PREPARED BYMEORUNOERM1IYOIRECT UPERVISIONANOTHATINTEOFMINN SOTA- PROFESSIONAL ENGINEER URTfLAWS STATE OF MINNESOTA RASPBERRY HILLS 8465 O'DEAN AVENUE NORTHEAST MINNESOTA _� THE GREGORY INC. CIVIL ENGINEERS AND LAND SURVEYORS GROUP, IN760173RD AVE14UE NORTH, BROOKLYN PARK, MN 55429 1&" (763)56"093 FAW63)560-3092 Land Surveyors and ""'°` °"°�`°"P'°v'`°"(61z)3as5oaBDATE: C vil Engineers TONY BOLDUC 15099 SCENIC DRIVE DAYTON, MINNESOTA 55327C5 REVISIONS SWPPP PROJECT: 66627 SHEET NO. of C11 DRAWN BY: JRD CHECKED BY: GRP JEFFREY A. P ASCR, P.EOTSEGO, 09.05.17 LIC. NO.: 52706 hz t WEAN AVENUE NE ti o 1A Lid ya •--z--..ter:—;�-.:: jr 60 - ems=,-,. �,-�` ,'-r.;,-,�=•z^ �--.-: n 4. l ' • ..�:}tea' REMOVE REMOVEFOUNDATIONS ri sna. BITUMINOUS C PAVEMENT ', Iz - O 9 %!moi .... / �. �ry ��_ rI � y'• T: SAWCUTBITUMINOUS a } PAVEMENT (FULL DEPTH) za ZIA vGz'. U i, ^ � q - NOTE' 1. EXISTING TOPOGRAPHY TAKEN FROM MNTOPO LIDAR n CONTOUR DATA ON THE MINNESOTA DNR WEBSITE. /— REMOVE . !�} �J ` / CONCRETE CURB p AND GUTTER p Ci' X026 N' ' 0 BENCHMARK: MNDOT MONUMENT IC 12123' LOCATED 30.11 FEET SOUTH a REMOVE v a BITUMINOUS 3g OF 83RD STREET NORTHEAST AND 772 FEET WEST OF i` n `v `PAVEMENT / �1 ` _ - -y t ELEVATIONMASONEN94 50 FEE (1929 NGVD) xo m UE NORTHE 1601) 1w I? / \ _ Co 9 £9 9 9a ', LEGEND SAWCUTBITUMINOUS PAVEMENT (FULL DEPTH) MILL BITUMINOUS # jI. 9`0 I r PAVEMENT (1.5x 1-5') 4 I .9� •t � ? I - .� j j � j90. 7G , -'I : ;a-' :•vim' / 905.5 . / a sO�� IR r�r N y DESIGNEDBY: IHEREEI,Y IFYTHAT THI PLAN,SPECIFICATION, OR REPORT WAS PREPARED REVISIONS PROJECT: 86627 Jpp 13YMEORUNDERMYDIREC PERMSIONAN THAT IAMADULYLICENSED p THE GREGORY PROFESSIONAL ENGINEER RTN LA T ESTATE OF MINNESOTA. RASPBERRY HILLS CIVIL ENGINEERS AND LAND SURVEYORS TONY BOLDUC oruwNeY: GRouR INC. 700173RD AVENUE NORTH. BROOK.YNPARK IRI55429 15099 SCENIC DRIVE EXISTING TOPOGRAPHY AND SHEET NO. $4550'DEANAVENUE NORTHEAST nm111— FAX -(761 m- DAYTON,MINNESOTA51311 REMOVALS PLAN 1RD rmw.bt>wnmpanF•wm JEFFREY H, P.E. OTSEGO, MINNESOTA Land Surveyors and tslz5ot� G6 OF Cli cHECI�DeY: Civil Engineers GRP DATE: 09.05.17 UC. NO.: 52706 � DRY POND - 1m:YFAR RVI 497RD1 O ODEAN AVENUE NE rt7 1 i I I .o O �- W; J L 1, I I 1 11' - B68 pySSE �� ----- - ---------------'-----'------ -- L------------. - - -- ---_- mchmar MNDOT Monume lac ted et the iatersecGoa ofHi way55 end Count Raad92 ,� t fi4aa "\- 68 feetaorth of Highway 55 m1d7.1 feet souihead of cable box #7566 marked with witneaspost st—ped•MANUEL 2012' � � r + r � •^' � ' . - l r - - t � \ - - o V - 9�y) _ Elevation= 1003.27 fed(1929 NOPD) �`�� , ,'�. �_ •1-r�_.J "//�� rt �7 rr t tt -� i�t--i r 1.1 0. I / IS I 69'�- 1- - _ _ Y.p w p �p / oya 1 . I ; 1- �Q'. : LEGEND t �t :I r';` "w. ! /! x'_\V.• Q`." / GOgoo— J-\, mr,y.;Rusrn+vuuazi i 1 1 i .. _."+ / - crypt : / r mara,><•iwnu I I I r• � a / ------------- o..t,mr,c,cn i +raoo.o ,a.r.� oracw rw.rzwa I r'1 N I N DESIGNEDBY: IHERE13YCERTIFYT"ATtHI PLAN SPECIFICATION, OR REPORT WAS PREPARED REVISIONS BYME OR UNDERMYDIREC SUP ERVIS10N AND THAT I AM A DULYLICENSED �•. THE GREGORY PROJECT. essz7 JA.P PROFESSIONAL ENGINEER $THE LAWS T STATE OF MINNESOTA. RASPBERRY HILLS r� CMLENGINEERSANDLAND SURVEYORS TONYBOLDUC GRADING PLAN AND LOT SHEET NO. DRAWN BY: G RO U 1 , INC. 760173RDAVEIIUE NORTH, BROOW'0I PARK M 654M 15099 SCENIC DRIVE r 8465 UDEAN AVENUE NORTHEAST (703)= FA><.pD3JMWM DAYTON,MINNESOTA55327 TABULATION JRD rnv,xbtraveyzcempaaY•eom 1z 5080 C7 OF Ci i i CHECItEDBY: JEFFREY ,P.E. OTSEGO, MINNESOTA Land Civil rveyar:rsnd is ) GRP DATE: 09.05.17 UC. NO.: 52706 1 i .o o �- W; J L 1, I I 1 11' - B68 pySSE �� ----- - ---------------'-----'------ -- L------------. - - -- ---_- mchmar MNDOT Monume lac ted et the iatersecGoa ofHi way55 end Count Raad92 ,� t fi4aa "\- 68 feetaorth of Highway 55 m1d7.1 feet souihead of cable box #7566 marked with witneaspost st—ped•MANUEL 2012' � � r + r � •^' � ' . - l r - - t � \ - - o V - 9�y) _ Elevation= 1003.27 fed(1929 NOPD) �`�� , ,'�. �_ •1-r�_.J "//�� rt �7 rr t tt -� i�t--i r 1.1 0. I / IS I 69'�- 1- - _ _ Y.p w p �p / oya 1 . I ; 1- �Q'. : LEGEND t �t :I r';` "w. ! /! x'_\V.• Q`." / GOgoo— J-\, mr,y.;Rusrn+vuuazi i 1 1 i .. _."+ / - crypt : / r mara,><•iwnu I I I r• � a / ------------- o..t,mr,c,cn i +raoo.o ,a.r.� oracw rw.rzwa I r'1 N I N DESIGNEDBY: IHERE13YCERTIFYT"ATtHI PLAN SPECIFICATION, OR REPORT WAS PREPARED REVISIONS BYME OR UNDERMYDIREC SUP ERVIS10N AND THAT I AM A DULYLICENSED �•. THE GREGORY PROJECT. essz7 JA.P PROFESSIONAL ENGINEER $THE LAWS T STATE OF MINNESOTA. RASPBERRY HILLS r� CMLENGINEERSANDLAND SURVEYORS TONYBOLDUC GRADING PLAN AND LOT SHEET NO. DRAWN BY: G RO U 1 , INC. 760173RDAVEIIUE NORTH, BROOW'0I PARK M 654M 15099 SCENIC DRIVE r 8465 UDEAN AVENUE NORTHEAST (703)= FA><.pD3JMWM DAYTON,MINNESOTA55327 TABULATION JRD rnv,xbtraveyzcempaaY•eom 1z 5080 C7 OF Ci i i CHECItEDBY: JEFFREY ,P.E. OTSEGO, MINNESOTA Land Civil rveyar:rsnd is ) GRP DATE: 09.05.17 UC. NO.: 52706 \ ( .- -1 'r n\ _s r / ,i i. 1_ v n Q \ I\=_== Preserved Trees Trees Removed (Continued) Trees Removed (Continued) '7 - T,..s sped.. Wall conmeon Steps �.{ J I j l -f -/ / I �l J -! r- ! Y7 / I I /J -1 j -d 1 I I / / I �' _. _--_ _ _ , J t cherry 72.0 rood 1 T 51 Species DBH Condition StamsTree 166 Species DBH Condition Stems 1 v J r V i - J . i . ✓ - �r� v _t- . / _ / 1 -7 /'-'r-�� _ -1 r I r v _ - -Qfy - _ - _ 2 hlapte,:Mr las Good 1 51 sic greencedar ZO Good 1 166 Poplar 6.5 Good i - _ _ - - - - _ _ - _ - _ / / i I / n 3 h 52 ASh, green 8.0 Good 1 167 Poplar 7.0 Good 1 $k. silver 26.0 Fee 1 ` _ _ - _ - _ - _ _ - _ - - J f L - - - - 4 Etn; sorer 50.0 Good 1 53 Cherry, black 7.0 Good 1 168 Poplar 8.5 Good t -------------------= -�---------------------------------� i ------------ l - \ s rropm, serer 295 Good 1 54 Boxelder 19.0 Fair 3 169 Poplar 75 Good 1 \ 5 h6pla serer 7-0 Good t 65 Boxelder 12.0 Fair 2 170 Poplar 9.0 Good 1 1 7 "16 -seer sce Fat t 56 Cherry, black S.5 Good 1 171 Poplar 7.5 Good 1 a hb*. seer 25 Gad 1 57 Che black 6.0 Good 1 172 / 9 m pia. Baer 23.5 Good i Cherry, Poplar 6.5 Fair 1 / 10 coeomvoai 19.5 Good 1 58 Redcedar 12.0 Fart 2 173 Poplar 60 Good 1 1t Plum 70 Fair 1 59 Cherry, black 6.0 Good 1 174 Poplar 7.0 Good i 45 Elm. sear 10.0 Good t 60 Cherry, black 8.0 Good 1 175 Poplar 9.5 Fair 1 - - - 46 Ein, silver 6.0 Good 1 61 Ash, green 6.5 Good 1 176 Poplar 6.0 Good 1 76 9oxelder, 120. 6-5 Gad 1 62 Elm, sliver 13.0 Fair 2 177 Poplar 6.5 Fav t �� os • BgO . - - - - 7 5 Boxelder Gad 1 50 E.q Amee- 21.0 Fak z Elm, silver 6.0 Good 1 178 Poplar 0.5 Fair 1 87 Boxetder 7.0 Gad 1 64 Ash, green 10.5 Good 1 179 Poplar 8.5 Good 1 - 1 68 Redceaar 19.0 Good 2 65 Elm, American 220 Good 1 ISO Poplar 8.0 Good 1 89 Fleeced. 8.0 Fat 1 66 Crabapple 6.0 Fair 1 181 Poplar 7.0 Good t g0 Redcedar 14.0 Fat 2 67 Ash, green 6.0 Good 1 182 Cherry, black 7.0 Fair 1 \ \ / 91 Askii- 6.0 Gadt 68 Ash. green 16.0 Fav 1 183 Poplar 6.5 Good 1 ( 1 93 Ash g- 7.5 God 1 1 / 769 Ash, green 6.0 Good 1 184 Poplar 8.0 Good 1 94 Ah.l.A-Ic 70.0 Good 1 1 / 101 Eton.Amerkarl 2z.0 Fair z 70 Elm, American 10.5 Goad 1 185 Poplar 6.5 Good 1 1 / 1 0 2 Poplar 9.0 Cod 1 71 Ash, green 6.5 Good 1 166 Poplar 7.0 Fav 1 6.5 1103 01 poplar 7o GGood 1 ad 1 72 Boxelder 6.0 Good 1 187 Poplar 6.0 Good 1 car 7-0 _ 73 Boxelder 9.0 Good 1 188 Poplar 7.5 Cood i r.�r 41 I / \ r 1 toil PW.,oplar 7.0 Good 1 74 Ash, green 7.5 Good 1 189 Poplar 6.0 Good 1 111!!!/ 1 g6 / 108 Poplar 7-0 Gad 7 77 Boxelder 14.0 Fair 1 190 Poplar 6.5 Good 1 _ J J / 120 Poplar 65 rood 1 78 Oak bur 14.5 Goad 1 191 Poplar 8.5 Good 1 1 I 121 Poplar 8.0 Good t 79 Oak bur 6.5 Good 1 192 Poplar 6.0 Good 1 PtrcArea 1 I _ 122 Poplar 6.0 Good 1 81 Recicedar 15.0 Goad 2 193 Poplar 9.5 Good 1 &0 123 Poplar 7-5 Good 1 82 Elm, American 60 Good 1 194 Poplar 9.0 Good 1 ' brOry 124 cherry, black 9.8 coot 1 83 Eon, American 6.5 Good 1 195 Poplar 12.0 Fair 2 1 ) T Qy1T 125 Poplar as Goal 1 142 Poplar 9.0 Good 1 84 Elan, American 6.0 Good 1 196 Poplar 9.5 Good. 1 148 Poplar 6.5 Good 1 85 Elm, American 6.5 Good 1 197 Cherry, Mack 10.0 Good 1 149 Poplar 7s Good f 86 Elm, American 7.0 Good 1 198 Poplar 10.0 Goal 1 150 Poplar 8.5 ccod 1 95 Ash, grew 6.0 Good 1 199 Ash, green 18.0 Fav 3 `J f51 Poplar 10.0 Good 1 96 Elm, American 8.5 Goed 1 200 Ash green 9.0 Fair 2 163 Ash, green 94 Good 1 97 Boxelder 120 Goal 1 201 Ash, green 8.0 Fair 2 154 163 Poplar o Good 1 98 Elm, American SS Good 1 202 Boxelder 13.0 Fair 2 / 205 Poplar 8.0 Good 1 99 Boxelder 19.0 Fair 1 203 Elm, American 120 Fav 2 100 BoxEder 9.5 Good 1 204 Poplar 8.0 Good 1 106 Poplar 7:5 Good 1 206 Elm. American 8.0 Fair t 0 109 Poplar 6.0 Good 1 207 Eon, American 11.0 Good 1 1t0 Poplar 7.0 Good 1 208 EM,/Vnerican 6.0 Fair 1 111 Poplar 9.5Good 1 209 Eon, American 120 Good 1 898 \ / • 112 Poplar 8.0 Good 1 210 Eon, .Over 10.0 Fair. 1 Trees Removal 113 Poplar 7.5 Good 1 211 EIm, American 9.0 Fair 1 T,..s spades Well Condition Sterns 114 Cherry, black 6.5 Good 1 212 Recicedar 120 Fair 1 / 12 ep,anedcan 18.0 ' For 1 / ]•• 13 Ekn,.9ar 38.0 Fat 1 115 Poplar 7.5 Good 1 213 Elm, American 10.0 Fair 1 14 wcrry be6o Good 1 116 Poplar 8.0 Good 1 214 Boxelder 40.0 Fav 3 15 Etn,anen an 6.0 � 1 117 Poplar 7.0 Good 1 216 Elm, silver 32.0 Fav 1 / 118 Poplar 7.0 Good 1 217 Baxekler 24.0 Fair 3 17 Boo, American 6.5 Fel 1 1e Eln.Anedcan 7s Fir 7 119 Poplar 9.0 Good 1 218 Boxekfer 7.0 Goal t 19 raps. seer ITS Good 1 126 Poplar 7.0 Good 1 219 Boxekler 12.0 Fair 2 horde, aiser 12.0 Fair 1 127 Poplar 7.5 Good 1 220 Boxelder 29.0 Fair 4 1 21 Etn.Aneria so Good 1 128 Poplar 6.5 Good 1 221 Boxelder 6.0 Fair 1 22 Area 23 Ehi limed= 18.0 Far t 129 Poplar 6.5 Good 1 222 Boxekier 19.0 Fair 3 z4 Ern, American 7.6 cad f 130 Poplar 7.5 Gari 1 187 Poplar 60 Good t 25 clerry, black 6.5 Fat 1 131 Poplar 6.5 Good 1 188 Poplar 7.5 Good 1 26 Etn,Aned- 7.0 Good t 132 Poplar 6.0 Gaol 1 189 Poplar 6.0 Good 1 27 E1n,Anedi 17.5 Fair 3 133 Poplar 6.0 Good 1 190 Poplar 6.5 Good 1 28 Etn,Anadcsn 7.5 Far 1 134 Poplar 7.0 Good 1 191 Poplar 115 Good 1 / / / / / r F^•� i 29 Etn,saser 1.0 Goal 1 135 Poplar 60 Good 1 192 Poplar BO C,Sod 1 30 Ehn,SPer 8.5 Fal 1 31 Pre, scds 14.0 Good 1 135 Poplar 6.0 Good 7 193 Poplar 9.5 AGOW i 32 Pre, Sala fes jos Good 1 136 Poplar 8.0 Good 1 194 Poplar 9.0 Good i /o/ / / _ _ 33 Etn..i e- Fak 1 137 Poplar 7.0 Good 1 195 Poplar 12.0 Fav 2 34 Eina. 35 Elm, 0- to Good 1 138 Poplar 6.5 Good 1 196 Poplar 0.5 Good 1 sih�36 Bcovkler 14.0 Fab 1139 Poplar 7.5 Good 1 197 Cherry, black 10.0 Goal 1 37 Ash 91- 65 Good 1 140 Poplar 6.5 Good 1 198 Poplar 10.0 Good 1 3a Ash green fes Fat 1 141 Poplar S.0 Good 1 199 Ash, green 18.0 Fav 3 39 Een, seer 6.5 Good 1 143 Poplar 10.0 Good 1 200 Ash, green 9.0 Fair 2 3 40 Ezn, sav r 12.0 Good 1 144 Poplar 7.5 Good 1 201 Ash green 8.0 Fav 2 41 Elp,.aer 130 Fair t J. J 145 Poplar 7.5 Fav 1 202 Boxeeri 13.0 Fair 2 _ 42 Ebn, st- 11.5 Goal t 43 F".:* r 17.0 crow f 146 Poplar 8.0 Good 1 203 Eon, lvnerican 12.0 Fair 2 44 Elm, .luck 0.5 Good 1 147 Poplar 10.0 Good 1 204 Poplar 8.0 Good t 47 Ash 9rerrr zoo Fair 2 152 Elm, silver 8.0 Good 1 206 Elm, American 8.0 Fair t 1 0'0ry0/ / / , / 48 Pre. Sar.. 185 cad 1 155 Poplar 9.0 Good 1 207 Elm, American 11.0 Good 1 ry / / / / 49 RWd.k9- 6.5 f0.0.0 Good Good 1 la 50 / her..n r 7.5 Good 1 208 Elm,American 6.0 Fav 1 t � � / � Q / 1156 Pop57 Poplar 6.5 Fav 1 209 Elm. American 120 Good t / g0 / 158 Poplar 8.0 Good 1 210 Elm, silver 10.0 Fair 1 920 / 159 Poplar 65Good 1 211 Elm. American 9.0 Fair 1 g / 160 Poplar 7.0 Good 1 212 Redceder 120 Fav 1 837- / / 161 Poplar 10.0 Good 1 213 Elm, American 10.0 Fair i 62 lar 9.0 Good 1 214 Boxelder 40.0 Fair 3 g� \ / 164 Poplar 8.0 Good 1 216 Elm, silver 320 Fair 1 ' 165 Poplar 7.0 Good 1 217 Boxelder 24.0 Fair 3 218 Boxelder 7.0 Good 1 219 Boxelder 12.0 Fav 2 220 Boxelder 29.0 Fair 4 221 Boxelder 6.0 Fair t 222 Smolder 19.0 Fair 3 �a�@yy'Y • r / �// _ gob �// � / --� / oil 'lo / 00ro 1 LEGEND --5W-- - -950- r.vamaw.,e O � r�avae�rv,�r.re^•c -.� mobsms�nm>F,wraxe Q 50 100 5'CAfe IN FEi7 DESIGNED BY: JAP RASPBERRY HILLS 8466O'DEANAVENUENORTHEAST OTSEGO, MINNESOTA THE GREGORY CIVIL ENGINEERS AND LAND SURVEYORS GROUP, INC. 760173RDAVENUE NORTH, BROOKLYN PARK, MN 55429 (783)560.3o93FAx{763)5M3092 LandSurveyarsand IN Civil Engineers TONY BOLDUC 15099 SCENIC DRIVE DAYTON, MINNESOTA 55327 (612)3855088 REVISIONS TREE PRESERVATION PLAN _ 86 PROJECT: 627 DRAWN BY: JRDw+nviofsurvey-panvoom SHEETNO. C8 OF C11 CHECKED BY: GRP - STMH 105 RIN"Si.13 CB IDS RhW CA7.40 INV R--6841.0 SiMH 102 - ---.. RIM=SM55 -. 101 ``I RIA.54 STr4H104 -_._i - G8103 %' ©DEAN AVENUE NE RIM=S31 R4 -- y M N I NI DESIGNEDBY: ]HEREBYCERTIFY THAT THIS LAN,SPECIFICATION, OR REPORTWAS PREPARED 219 LF 12" RCP Q 1.07% JAP BY ME OR UNDER MYDIRECT PERNSION AND THAT I AM A DULYLICENSED P. PROFESSIONAL ENGINEERU RTH�WS STH STATE OF MINNESOTA. DRAWNBY: j o Z JRD CHECW-O BY' JEFFREYAPRASC ,P.E. of ti: GRP DATE: 09.05.17 LIG. No.: 52706 CBMH 200 48'DIA (R -3067-V) RIM=697.05 [W(E)=89200 i RASPBERRY HILLS 8465 O'DEAN AVENUE NORTHEAST OTSEGO, MINNESOTA d m 219 LF 12" RCP Q 1.07% P. — CB213 2'10'(R-37674) RIM4M.28 IwK)=6B6.90 CINEERSAND LAND SURVEYORS TONY BOLDUC GROUP, INC. 780173RD 173ROA AVENDE NORTH, BROOW.YN PARK NPI ssM 15099 SCENIC DRIVE (7HI)580.30M FAX-QB3)58G3DW DAYTON.MINNESOTA55327 Land Surveyors and mr ary '"m (612)385-5088 CivilEngineers ^' 0 0 `! e/ t/t 195 LF 21RCP Q 308% CBMH210 (TYPE400) 72'DIA (R-3067-14 RIM=89659 INV(E)�9�2.00 INV(NE)=BW.60 - - . INWM j=89220 —157 LF 10- RCP @ 0.51 % .. — CB 200 Z0 (R -3067A0 RIM=899.09 INV(SE)=895.10 UTILITY NOTES: 1. THE LAST THREE (3) PIPE JOINTS AT ALL RC FLARED END SECTION ON STORM SEWER PIPE AND ALL RC PIPE CULVERT PIPE JOINTS SHALL BE 'TIED`. REFERENCE NOTES (1) OUTLET STRUCTURE PER BENCHMARK MNDOT MONUMENT *C 121 23' LOCATED 30.0 FEET SOUTH OF 83RD STREET NORTHEAST AND 772 FEET WEST OF MASON AVENUE NORTHEAST. ELEVATION = 943.50 FEET (1929 NGVD) LEGEND — — avw.ucca.-allow:ee — ~— �x xw.rrormria iea :xx+a:euo..rx�r. - ewiMrai�rnu Ib3 xmasx,._n�s<ecu COene nuuna Y �o.e 0 ao,na�,cwuu� G sn tqG 501LE IN FttiT REVISIONS PROJECT: 86627 UTILITY PLAN SHEEfNO. C9 OF C11 83RD CIRCLE \ J / I I I I I I �00 I / t— I I 0 I 50 100 GGAtE M PET f/ J// 0+0� E I _ 1T i gg0 i A -- Ji I o a mo xa1E m r-EEr ODAY COURT 912.— . ..... :....... g:. ........ ......... :........ PVISTA =a+2596 ......... :........ ....... 912 916916 m• PVI ELEV=897.55 .............. :................... ......... ........... ....... ........ ........ • Q: : LVC=75.48 : PVI STA =1+39.49 ' 1"• K=37.00 - - : :PVISTA=2+81.56 zn rn PVI ELEV = 896.56 j 908 : Y LOW POINT STA.=2!88.22 _ .. 9Qg : - ELV=89 A ............... ..........................LOW POINT EL'EY=897.35................:....... K= 19.00 3... ; ........ .........: 912 '.........................................................:P�'K= -1 m 912 .n C'-37,00:........ ... ....... ....... HIGH PONT STA. +00.26 HIGH POINT ELEV =896 Q9 904 LOW POINT STA V+3&76 N z m 9 : PVI:STA = 1+17.51: LOW POINTELEV=897.61 W II : mo cNj m PVI'ELEV = 898.53' x 904.......:.............�.m.............:.. m ,... .....m............... — 908 Ivc-lzzss : 908 9 w Mm CIS Nm•' ..rm ^ ..... ..o................:IZ=19.00. ........ ... :.mn.......................o, -.. m .o.......................� W ' m ' N II HIGH PQINT STA.=1+6?.07 m + m f c v o N o 11 - - r¢, HIGH POINT ELEV = 898.07 N n u w u : : , 904 900 - .....:.........:.........:... 2.S>� .:... .�.. m m 9 " ....... ....... p ¢ ... 9QO N : : N w N w m ......... ..... .... N .... ..... .. N N .. ....... .. ....... ..... .. ... .. ....... 904 Q C1 0.53% 111. ` \ 0: o Z W II II _ m 896 ..... Z R .... 896 w II mw mlu _................................. ... W 900 :.. v 800 \•-~ \ m 0 w y -0.8846 ........ ... - W 892 .....:.........:.........:....... x :.............. ... :.........:....8 :........ 892 896 .......:.. m: o .. ....... �. /... :. �, 888 _ • \ .........:............................ 888 892 � , � 892 884 :.........:.........:........ ....... ....... ....... ..... ....... 884 :. ..... .:. .:. . _ :. .:. 888 • . .:. .:. �.� • 888 880 —.....:.........:.........:.........:.........:.........:.........:.........:........ :. :. :.884- 880.......: : 884 o : N:Q•�:co z`I'fz'na m•1: m•CW7 my.. R a m:lV i;.o rn:oi m:aD m:IF m:lh m:0) rn:Ifi m:M m:o • ......... :......... :........................................................... ;................. ..;................... ;.........I 880 .......:.........:... 880 m 5+00 4+00 3+00 2+00 1+00 0+00 -0+50:.........:.........:.........:.........:.........:.........:.........:......... a e'' �:ao tO:m m:oO10 R.I.. w:w m:w co j,.......I...................I.........I.........I.........,.........;...................;.................... 0+00 1+00 2+00 3+00 4+00 5+00 O 50 ICO HORIZONTAL:0 5D loo 9Ga1C IN FEET BENCHMARK: MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH HORIZONTAL ' i OF 83RD STREET NORTHEAST AND 772 FEET WEST OF 61 -ALE IN reeT o 5 10 VERTICAL MASON AVENUE NORTHEAST. 0 5 to N scue IN r�r ELEVATION 943.60 FEET (1929 NGVD) VERTICAL: scum IN FEET 1 N DESIGNEDBY: IHERESYCERTIFY THATTHI PLAN,SPECIFICATION, OR REPORT WAS PREPARED REVISIONS PROJECT: 86627 IAP 9YMEORUNDER "TRTE SUPER/ISIONANDTHATIAMADULYUCENSED RASPBERRY HILLS THE GREGORY PROFESSIONAL ENGINEER I PR IHELAW E STATE OF MINNESOTA. y CIVIL ENGINEERS AND LAND SURVEYORS TONYBOLDUC STREET AND STORM SEWER SHEEP NO. aDRAWN BY: i� GROUT, INC. 760173RD AVENUE NORTHAROOMYN PARK. MN 55429 15099 SCENIC DRIVE ¢ 8465O'DEANAVENUENORTHEASTey� V63)5603793 FAX -1763)560-3092 DAYTON.MINNESOTA55327 PLAN AND PROFILE JRD wnwJotwneyzeompany.com ' CHECKED BY: JEFFREYAP AS ,0-.E. OTSEGO, MINNESOTA Land Surveyors and (s1z)sa5-5oaa C10 of C11 I:' GRP DATE: 09.05.17 LIC. NO.: 52706 OR Civil Engineers I / I\ / ml tii f/ J// 0+0� E I _ 1T i gg0 i A -- Ji I o a mo xa1E m r-EEr ODAY COURT 912.— . ..... :....... g:. ........ ......... :........ PVISTA =a+2596 ......... :........ ....... 912 916916 m• PVI ELEV=897.55 .............. :................... ......... ........... ....... ........ ........ • Q: : LVC=75.48 : PVI STA =1+39.49 ' 1"• K=37.00 - - : :PVISTA=2+81.56 zn rn PVI ELEV = 896.56 j 908 : Y LOW POINT STA.=2!88.22 _ .. 9Qg : - ELV=89 A ............... ..........................LOW POINT EL'EY=897.35................:....... K= 19.00 3... ; ........ .........: 912 '.........................................................:P�'K= -1 m 912 .n C'-37,00:........ ... ....... ....... HIGH PONT STA. +00.26 HIGH POINT ELEV =896 Q9 904 LOW POINT STA V+3&76 N z m 9 : PVI:STA = 1+17.51: LOW POINTELEV=897.61 W II : mo cNj m PVI'ELEV = 898.53' x 904.......:.............�.m.............:.. m ,... .....m............... — 908 Ivc-lzzss : 908 9 w Mm CIS Nm•' ..rm ^ ..... ..o................:IZ=19.00. ........ ... :.mn.......................o, -.. m .o.......................� W ' m ' N II HIGH PQINT STA.=1+6?.07 m + m f c v o N o 11 - - r¢, HIGH POINT ELEV = 898.07 N n u w u : : , 904 900 - .....:.........:.........:... 2.S>� .:... .�.. m m 9 " ....... ....... p ¢ ... 9QO N : : N w N w m ......... ..... .... N .... ..... .. N N .. ....... .. ....... ..... .. ... .. ....... 904 Q C1 0.53% 111. ` \ 0: o Z W II II _ m 896 ..... Z R .... 896 w II mw mlu _................................. ... W 900 :.. v 800 \•-~ \ m 0 w y -0.8846 ........ ... - W 892 .....:.........:.........:....... x :.............. ... :.........:....8 :........ 892 896 .......:.. m: o .. ....... �. /... :. �, 888 _ • \ .........:............................ 888 892 � , � 892 884 :.........:.........:........ ....... ....... ....... ..... ....... 884 :. ..... .:. .:. . _ :. .:. 888 • . .:. .:. �.� • 888 880 —.....:.........:.........:.........:.........:.........:.........:.........:........ :. :. :.884- 880.......: : 884 o : N:Q•�:co z`I'fz'na m•1: m•CW7 my.. R a m:lV i;.o rn:oi m:aD m:IF m:lh m:0) rn:Ifi m:M m:o • ......... :......... :........................................................... ;................. ..;................... ;.........I 880 .......:.........:... 880 m 5+00 4+00 3+00 2+00 1+00 0+00 -0+50:.........:.........:.........:.........:.........:.........:.........:......... a e'' �:ao tO:m m:oO10 R.I.. w:w m:w co j,.......I...................I.........I.........I.........,.........;...................;.................... 0+00 1+00 2+00 3+00 4+00 5+00 O 50 ICO HORIZONTAL:0 5D loo 9Ga1C IN FEET BENCHMARK: MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH HORIZONTAL ' i OF 83RD STREET NORTHEAST AND 772 FEET WEST OF 61 -ALE IN reeT o 5 10 VERTICAL MASON AVENUE NORTHEAST. 0 5 to N scue IN r�r ELEVATION 943.60 FEET (1929 NGVD) VERTICAL: scum IN FEET 1 N DESIGNEDBY: IHERESYCERTIFY THATTHI PLAN,SPECIFICATION, OR REPORT WAS PREPARED REVISIONS PROJECT: 86627 IAP 9YMEORUNDER "TRTE SUPER/ISIONANDTHATIAMADULYUCENSED RASPBERRY HILLS THE GREGORY PROFESSIONAL ENGINEER I PR IHELAW E STATE OF MINNESOTA. y CIVIL ENGINEERS AND LAND SURVEYORS TONYBOLDUC STREET AND STORM SEWER SHEEP NO. aDRAWN BY: i� GROUT, INC. 760173RD AVENUE NORTHAROOMYN PARK. MN 55429 15099 SCENIC DRIVE ¢ 8465O'DEANAVENUENORTHEASTey� V63)5603793 FAX -1763)560-3092 DAYTON.MINNESOTA55327 PLAN AND PROFILE JRD wnwJotwneyzeompany.com ' CHECKED BY: JEFFREYAP AS ,0-.E. OTSEGO, MINNESOTA Land Surveyors and (s1z)sa5-5oaa C10 of C11 I:' GRP DATE: 09.05.17 LIC. NO.: 52706 OR Civil Engineers i 896�- L a i i g FES 202 CBM1200 �' . \ CBMH 2011 •\ I = I I : `i iI I ___ _ _l_-_—__-... CBMH 212 /y. i ,. `_' --- CB 213 FES 214 CBMH 209 WIll, F I 6208 -C� � I . i \ ��\... CB 21 CBMH 210 � �� ; y �, \ I ODEAN AVENUE 0 501 Ico 0 fio ICD 0 50 Icc 5CALE IN FEET SCALE IN FEET SCALE IN FEET 0 501 1^^ SCALE IN FEET CBMH 200 - FES 202 CB 208 - CBMH 209 CB 208 - CBMH 209 CB 213 - FES 214 900 ..................................... 900 912 ....... : 912 912 .912 900....................................................................................... 900 1 896 : 896 892 :...... ...... 1t ' ....... � ..........:....... _' 892 908 .......:......... 908 904: 904 908 :908 904 .......:......... 904 896: ...... 892 ........ ....... ....... ........ ......... .........:.......... ........ 896 892 888-... \ \ ...: . ...... j .......— 900 _ __ - 900 900 :.... 900 888 ` - 888 884 . m o .......�..-.� ...:.. w 884 �,............... — IL. v� 896 .......:... 896 . ..... ' 896 896 _ ... .....-. 884 ...... . Q N .N ... -. ..... N .... ......._... _ ....... ... .._ ...... 884 m x 880 80 892 892 .......m ...x. 892 ......mN... _ T ... 892 8801 ..._........ m ............. ... 880 ....... .._.. 876 ....... :.........:.........:.......... 876 888 .......:.........' 888 888 888 :......... 876 :.........:...................:.........:.........:.........' LL .........-876 872- o M �'M....... :. 872 ......o..........,... m ........ m O° .......+5 m °O 872 '872 m:� m. .....+0 ,....... ....... ....... ....... ......... ........: ......... ........:.........: ....... ....... 0+00 0+50 0+00 0+50 0+00 1+00 1+50 m.m 0 50 Io00+00 .......:.........:.........:.........:.........: .................... 1+00 2+00 ................... 3+00 4+00 HORIZONTAL SCALEIN rEer 0 5 VERTICAL: 10 0 50 1W HORIZONTAL : 0 50 Ia0 HORIZONTAL : 0 50 IDD HORIZONTAL SCALE IN FEET SCALE N MET �� SCAIE IN FEET 0 y5 10 VERTICAL: SCALE 01 PDR 0 5 IC VERTICAL: SeALE 010 VERTICAL: SCALE N reer IN FEET BENCHMARK: MNDOTMONUMENT'C 121 23' LOCATED 30.0 FEET SOUTH OF 83RD STREET NORTHEAST AND 772 FEET WEST OF MASON AVENUE NORTHEAST. - ELEVATION = 943.60 FEET (1929 NGVD) DESIGNEDBY: JAP (HEREBY BYME-SSI! PROFESSIONAL CERTIFY THATTHI PLAN,SPEGFICATIQV, OR REPORT WAS PREPARED RMYDIREC SUPERVISIONAN07HAT1AMAOULYUCENSED ENGINEER RIHE LAW STATE OF IAINNESOTA. V RASPBERRY HILLS HE GREGORY CIVIL ENGINEERS AND LAND SURVEYORS GROUT, INC.760123RD AVENUE TONY BOLDUC 15099 SCENIC DRIVE REVISIONS STORM SEWER PLAN PROJECT: 86627 DRAWN BY. -JA`-� 8465 ODEAN AVENUE NORTHEAST NORTH, 8R00IQYN PARKWI55E29 (763)560-3093 FAX -(763)5663092 DAYTON, MINNESOTA SHEETNO. JRD JEFFREYAP AS OTSEGO, MINNESOTA Land Surveyarsard """"''°ISLNe'�`°"'"°"'"°'" 55327 (8126385-Soe8 AND PROFILE C11 OF C11 CHECKED BY: GRP ,P.E. DATE: 09,05.17 TIC, NO.: 52706 CMI Engineers � B Surrounding Land Uses. The subject site is surrounded by the following existing and planned land uses shown in the table below. The proposed preliminary/final plat is similar in character to existing surrounding development and no compatibility issues would exist. Direction Land Use Plan Zoning Map Existing Use North LD Residential R-3 District Single Family East LD Residential R-3 District Single Family South LD Residential R-3 District Single Family West LD Residential R-3 District Single Family Lot Requirements. The table below outlines the minimum lot requirements that would be applicable to the subject site under the R-3 District. Min. Lot Min. Lot Width Setbacks 85th St. Front Side Rear Wetland Area Odean Ave. 1.0ac. 150ft. 65ft. 35ft 10ft. 50ft. 40ft. The preliminary plat has been designed based on the requirements for the R-3 District with all lots at least one acre in area and 150 feet wide. Section 20-17-9.A.2 of the Zoning Ordinance requires that minimum lot area for lots created after 26 May 2009 be met exclusive of wetlands, wetland buffers, or storm water basins. The preliminary/final plat must be revised to establish outlots for stormwater basins, wetlands and the required 20 foot wetland buffer separate from the individual lots as required by Section 21-7-15.D of the Subdivision Ordinance. These outlots are to be deeded to the City. The proposed house locations shown within the lots on the preliminary plat comply with R-3 District setback requirements. Access. The subject site has frontage to 85th Street and Odean Avenue, with the existing signle family dwelling having driveways to both streets. The 2012 Comprehensive Plan designates both 851h Street and Odean Avenue as residential collector streets to which new direct lot access is to be prohibited. Because of the orientation of the existing house and detached garage, the preliminary plat proposes to maintain driveway access for Lot 3, Block 1 to Odean Avenue. The existing driveway to 85th Street will be required to be removed. The preliminary and final plat must be revised to dedicate right-of-way for 851h Street and Odean Avenue as determined by the City Engineer. Access to Lots 1, 2, and 4-10 are to be accessed via internal public streets intersecting 85th Street and Odean Avenue. The right-of-way for the public streets includse Outlots B and C, Heritage Hills, which are owned by the City. The proposed internal streets are designed as two cul-de-sacs streets rather than as a through street intersecting both 85th Street and Odean Avenue. Section 21-7-6 of the Subdivision Ordinance allows use of cul-de-sac streets only when physical conditions preclude a through street. The developer states that the proposed two cul-de-sac streets are due to steep slopes and the location of a possible wetland in the center of the existing parcel. A wetland delineation report must be submitted to verify the 3 status of the area at the center of the property. It is noted that constructing a through street would likely result in the loss of one proposed lot and may create opportunity for cut -through traffic issues in the future. The proposed cul-de-sac streets are designed within a 60 foot right-of-way and 60 foot radii for the cul-de-sac turnaround. The depth of both cul-de-sac streets is less than the 500 foot maximum established by Section 21-7-6.A of the Subdivision Ordinance. Construction of the street within the right-of-way must comply with City Standard Plates No. 108 and 112 of the Engineering Manual, which includes concrete curb and gutter on both sides. The developer will be required at their cost to remove the existing private driveways accessing Lots 2 and 11, Block 4 Heritage Hills and construct driveways compliant with City Standard Plate No. 109 within the public right-of-way. All street construction plans are subject to review and approval of the City Engineer. Street names are shown on the preliminary and final plat consistent with the Wright County grid pattern. As the preliminary and final plat proposes two cul-de-sac streets, the names of the two street segments are different. The north street will be designated O'Day Circle given it is accessing an 85th Street. The south cul-de-sac will be designated as 83rd Circle as it intersects Odean Avenue at 83rd Street. Designation of the south cul-de-sac as 83rd Circle will require readdressing Lot 11, Block 4 Heritage Hills, which currently has an O'Day Avenue address. Lots 2 and 4, Block 1 are to have access to O'Day Court via a shared private driveway, which also crosses over Lot 1, Block 1. We recommend that the preliminary and final plat be revised to extend Lot 4, Block 1 to O'Day Court such that Lot 1, Block 1 does not have to be involved in the private driveway. Lots 2 and 4, Block 1 have the required minimum width to a public street, but these streets are designated by the 2012 Comprehensive Plan as residential collector streets and new direct lot access is prohibited. The width of the private driveway is shown as 14 feet wide. A document establishing an ingress/egress easement must be submitted and recorded with the final plat. Landscape Plan. Section 20-19-3.6 of the Zoning Ordinance requires provision of a landscape bufferyard within the lots abutting 85th Street and Odean Avenue. The developer must prepare a landscape plan that complies with the requirements of Section 20-19-3.13.3.a of the Zoning Ordinance for review and approval of City staff. A security for the cost of plantings and installation of the plantings for the required bufferyard will be included with the development agreement. Park Dedication. The Future Parks and Trails Plan within the 2012 Comprehensive Plan does not identify acquisition land within the subject site for park purposes. Park dedication requirements will be satisfied as a cash fee in lieu of land to be paid based upon nine new lots being subdivided from the subject site. Payment of the park dedication fee in lieu of land will be provided for in the development agreement and is due before recording the final plat. M Grading Plan. The developer has submitted plans for grading, drainage, and erosion control, and also calculations for storm water management. All grading, drainage, and erosion control issues are subject to review and approval of the City Engineer. Utility Plan. The existing single family dwelling and proposed nine lots would be served by on- site septic and well systems. A utility plan has been submitted with the preliminary plat demonstrating that each of the nine lots has suitable area for a primary and secondary septic drainfield site and well location. An inspection of the septic system for the existing single family dwelling must also be completed to demonstrate that it is functioning property and the utility plan should identify additional drainfield sites for that lot as well. Easements. A minimum 10 foot perimeter drainage and utility easement (overlying side lot lines) is also provided for each lot in accordance with Section 21-7-15 of the Subdivision Ordinance. All easements are subject to review and approval of the City Engineer. Final Plat. The developer has submitted a final plat for the proposed development consistent with the preliminary plat. The final plat is subject to applicable comments pertaining to the preliminary plat design and is subject to approval by the City Council. Development Contract. The developer is required to enter into a development contract with the City for the public and private improvements, payment of applicable fees and posting of required securities. The development agreement will be drafted by the City Attorney prior to City Council approval of the final plat. RECOMMENDATION The proposed Raspberry Hills development is consistent with the policies of the 2012 Comprehensive Plan to allow subdivisions within the Long Range Urban Service Area and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications subject to the conditions outlined below. POSSIBLE MOTIONS Decision 1— Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A-1 District to R-3 District based on a finding that the request is consistent with the policies of the Comprehensive Plan. Motion to deny the request based on a finding that the application is not consistent with the policies of the Comprehensive Plan. C. Motion to table. Decision 2 — Preliminary Plat/PUD-CUP/Final Plat A. Motion to approve a PUD-CUP/Preliminary Plat and Final Plat a for Raspberry Hills subject to the following conditions: 1. The preliminary and final plat shall be revised to establish outlots for stormwater basins, wetlands and required wetland buffers as required by Section 21-7-15.D of the Subdivision Ordinance; such outlots shall be deeded to the City. 2. The existing driveway to 85th Street shall be removed with the curb and boulevard restored, subject to review and approval of the City Engineer. 3. The preliminary and final plat shall be revised to dedicate right-of-way for 85th Street and Odean Avenue as residential collector streets, subject to review and approval of the City Engineer. 4. The developer shall be required at their cost to remove the existing private driveways and construct driveways compliant with City Standard Plate No. 109 within the public right-of-way accessing Lots 2 and 11, Block 4 Heritage Hills. 5. The preliminary and final plat shall be revised such that Lot 4, Block 1 has direct access to O'Day Circle; an ingress/egress easement shall be recorded allowing Lot 2, Block 1 shared access to O'Day Circle over Lot 4, Block 1. All street construction plans shall be subject to review and approval of the City Engineer. 7. A landscape plan shall be submitted for a residential bufferyard abutting 85th Street and Odean Avenue that complies with the requirements of Section 20-19- 3.B.3.a of the Zoning Ordinance, subject to review review and approval of City staff. 8. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land in accordance with the City's current fee schedule for nine new lots to be subdivided with the final plat. A wetland delineation report shall be prepared and is subject to review and approval of the City Engineer. 10. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. 11. The utility plan shall be revised to identify a primary and secondary septic drainfield site for Lot 3, Block 1; the existing septic system serving Lot 3, Block 1 shall be inspected to confirm that it is functioning property; all utility issues are subject to review and approval of the City Engineer. 12. All drainage and utility easements shall be subject to review and approval of the City Engineer. 13. The developer shall execute a development agreement as drafted by the City Attorney and approved by the City Council prior to recording the final plat. B. Motion to deny the request based on a finding that the application does not comply with the requirements of the Zoning Ordinance and Subdivision Ordinance. C. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Tony Bloduc, applicant 7 Site Location Map Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits ❑ c ❑ t (❑ Parcels