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4.1 PCSR 07-26-2016 City of El Request for Action River To Item Number Planning Commission 4.1 Agenda Section Meeting Date Prepared by Public Hearings July 26,2016 Zack Carlton,Planning Manager Item Description Reviewed by Paxmar—(Oudot C—River Park Second Addition) BrieAnna Simon,Planner • Preliminary Plat approval of River Park Fourth Reviewed by Addition, Case No. P 16-11 Action Requested Recommend,by motion,approval of the Preliminary Plat for River Park Fourth Addition with the following conditions: 1. Street lights be installed as required by Elk River Utilities. 2. All mailboxes shall be clustered. 3. Address all comments in the comment letter date July 12, 2016 4. Staff approval of updated plat, site,grading, drainage,and utility plans. 5. Setback requirements for the front yard will be reduced to 25 feet, and applies to both front yards of a corner lot. 6. Setback requirements for the side yard will be adjusted to require a minimum of 15 feet between buildings. 7. Any item or condition found that indicates the site is likely to yield information important to pre- history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Background/Discussion The property is zoned Planned Unit Development (PUD) and was included in the original River Park Subdivision. The plat is area is governed by original the PUD Agreement and Development Agreement. However, the previous preliminary plat approval has since expired. The applicant is proposing to preliminary plat 41 single-family parcels in accordance with the approved River Park plans. The applicant is proposing typical parcels to be 70+ feet in width,and be consistent with the previously approved plans. There is a proposed change to Block Two that changes three 90+ foot lots to 65 foot lots,which are consistent with other areas of the River Park and Miske Meadows plats. Staff is supportive of the change. The applicant is requesting a change to the setbacks from what was approved as part of the original River Park plans. Setbacks for single-family homes,per previous approvals,are: 30 feet—front yard, 5 feet— garage side, 10 feet—living space side,and 30 feet—rear yard. The applicant's request is to reduce the front yard setback to 25 feet,and adjust the side yard setback to require 15 feet between buildings. Staff is supportive of the change as the Miske Meadows subdivision was approved with the same setbacks,and the adjustment will provide consistency within and the larger Miske Meadows piece as the project develops. IOuEIEI 1r Analysis Comprehensive Plan The property is guided for urban residential development per the Comprehensive Plan. This land use designation includes areas guided or residential uses in areas that will be served by municipal sewer and water services.The Comprehensive Plan supports the proposed land use. Transportation/ Circulation The platted parcels will be along a newly constructed road, Ivanhoe Street,which can be accessed from the north by the existing stubbed in street of 191st Ave NW. Each parcel will have a single driveway with a maximum width of 30 feet,when measured at the property line. Sidewalks will be constructed along both sides of Ivanhoe and will connect to the existing walks on 191st Ave NW. Currently, the only access to the entire River Park Subdivision is at 191st Ave and Cleveland Street. This access would be the only entrance/exit point for 130+ homes and an elementary school. The planned termination of Ivanhoe would be approximately three-quarters of a mile from that access. Ordinance limits cul-de-sacs to 700 feet,but allows longer runs when future development is planned. Staff understands there is intent for future development near the desired termination that would make a future connection,but there are public safety concerns with allowing a long dead-end with one access point for that many users. The desired parcels and street right-of-ways can be preliminary platted,but staff recommends limiting final plats south of the power line easement until the connection to Twin Lakes Parkway is made. This planned road has been rough graded with main line utilities already installed.The connection would provide access through Twin Lakes to River Park and create an important connection between Cleveland Street and Twin Lakes Road. Alternatively, the applicant has requested approval to be contingent on construction of 190th Ave,which will connect to Cleveland Street about 1,500 feet south of the current access point. This addresses one of staffs concerns regarding a single access point,but leaves a long cul-de-sac (— 1,900 feet). Staff requests the Planning Commission provide a recommendation to the City Council for the preferred connection. Staff recommends that approval of a Final Plat for parcels south of the power line easement to not be made until the connection to Twin Lakes Parkway is completed. Grading/ Drainage The Engineering and Stormwater Departments continue to review the plans and are working with the applicant to ensure the proposal meets current city standards. In general, the grading and drainage plans will follow previous approvals with a stormwater pond in the northwest corner of the platted area. Wetlands There is a large wetland west of the parcels on the southern half of the plat.An easement over the parcels preserving the 45 foot wetland buffer must be added to preserve compliance with city code.The 25 foot wetland buffer is required to be signed at every property line in accordance with city codes. \\dc3-elkr\shared\Departments\Community Development\Planning\Case Files\P\P 16-11 River Park Fourth\4-Planning Commission\P 16-11 PC Staff Report RP4.docx Landscaping The landscaping for the development will be consistent with previous plans, and includes two boulevard trees per lot,with additional trees allocated for corner parcels. Applicable Regulation Approval of a Preliminary Plat may only be ordered if the following findings have been made,as outlined in Section 30-375: (1) •The proposed subdivision is consistent with the_zoning regulations(article VI of this chapter) and conforms in all respects with all requirements of this Code, including the _zoning regulations and this article. The property is zoned PUD and is guided by previously approved River Park plans and documents. The proposed subdivision is consistent with the zoning regulations outlined in the city code and approved plans. (2) The proposed subdivision is consistent with all applicable general and specialked city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The proposed subdivision does not conflict with any city, county, or regional plans,including the Comprehensive Plan. The River Park subdivision was part of an Environmental Assessment Worksheet (EAW) which included analysis of traffic and other environmental impacts. The current plans do not conflict with that study. (3) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. The site is suitable for the proposed development. The applicant and city staff continue to work together to finalize grading, erosion control, and drainage plans. (4) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services,facilities and improvements othenvise required in this article. The subdivision will connect to city sewer and water services, the streets will include storm drains with associated stormwater treatment ponds. (5) The proposed subdivision will not cause substantial environmental damage. The area was the subject of an EAW and has already been rough graded for the subdivision. The project will not cause substantial environmental damage. (6) The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. The subdivision will not conflict with easements of record. (7) The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. The lands to the north, east, and west have already been developed and include Twin Lakes Road, single-family development as part of River Park Second Addition, and a large lot single family development. The area south of the plat was included in the Miske Meadows PUD. \\dc3-elkr\shared\Departments\Community Development\Planning\Case Files\P\P 16-11 River Park Fourth\4-Planning Commission\P 16-11 PC Staff Report RP4.docx (8) The proposed subdivision is not premature.A subdivision is premature i/aiy of the,following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off=site public improvements or support ystems. All of the above services or improvements will be connected or constructed as part of the development. The area is within the municipal service area and existing facilities can handle the additional capacity. There is some concern with adequate road connections to service the requested final plat configuration. However, approval of the preliminary plat, with anticipated improvements to future additions of Miske Meadows adding additional access points is acceptable. Additional discussions regarding approval of the Final Plat will occur at the City Council. The project appears be consistent will all required findings for approval of the Preliminary Plat. If denial of the plat should occur,it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-375. Financial Impact None Statutory Review Period Per State Statute 15.99 the required 120 day review period for the plat ends on October 28,2016. Council Meeting If acted on,this item will go to the August 15,2016,City Council meeting. Attachments • Location Map • Applicants Narrative • Site,Plat,and Landscape Plans • Lot Width and Area Plans • Staff Comment Letter dated July 12, 2016 \\dc3-elkr\shared\Departments\Community Development\Planning\Case Files\P\P 16-11 River Park Fourth\4-Planning Commission\P 16-11 PC Staff Report RP4.docx PAXMA Rt River Park 4th Addition (Portions of previously approved River Park) Outlots B&C River Park Second Addition Outlot A,River Park Residential Single Family Development Elk River, MN Project Narrative June 27,2016 3495 Northdale Blvd. NW Suite 210, Coon Rapids, MN 55448 (763)753-6176 to' PAXMA R, Table of Contents I. Development Team A. Developer and applicant B. Consultants II. Introduction A. Request B. Project Location and Brief Parcel History C. Zoning & Land Use D. Project Description E. Development Standards F. Project Phasing III. Natural Resources A. Wetland delineation confirmation B. Soils and Ground Water C. Existing trees D. Storm water planning IV. Landscape Planning 3495 Northdale Blvd. NW Suite 210, Coon Rapids, MN 55448 (763)753-6176 R© I, DEVELOPMENT TEAM Paxmar is a local owned and operated land development company primarily focused on delivering finished single family lots to builders. For over 30 years ownership has taken raw ground, performed the land planning necessary with the community, graded the site. installed all utilities, streets and curbs, and sold finished lots to builders. Our mission is to bring livable, responsible,efficient neighborhoods to communities in Minnesota. We are Minnesota based so all our revenue stays in Minnesota. Over 10,000 home site sales have been planned and developed in ways to provide a positive home building and neighborhood experience for the customer. Work has been performed in over 50 different jurisdictions of the greater Twin Cities and St. Cloud area. CONSULTANTS Previous plans were prepared by Schoell & Madson, a consulting group acquired by Sambatek. now with headquarters in Minnetonka. MN. This Phase has final design as follows: Land Planning - Paxmar& Sambatek Surveying - Sambatek Engineering - Sambatek Stormwater reconciliation - Sambatek Geotech reports and testing - NTI assigned to Haugo Geotechnical Parks Planning - Not Applicable Landscape Architecture - Sambatek IL INTRODUCTION A. Request Paxmar, LL,C, is requesting the approval to plat this phase substantially similar as was previously approved in the River Park Master Plans. Minor amendments to lot size width are planned consistent with the single family approvals granted to Miske Meadows and River Park 3rd Addition. These include some side lot line, some depth and area adjustments to the lots next to the pre-built water quality ponds to the south of the power lines, and to transition lots to the westerly portion of Miske Meadows on Ivanhoe Drive. 3495 Northdale Blvd. NW Suite 210. Coon Rapids, MN 55448 (763)753-6176 PAXAIAR„., An updated wetland delineation will confirm boundary edges for this plat and rear yards requiring buffer discussion for structure setbacks at the south end of Ivanhoe Street. B. Location and Brief Parcel History In April of 2016, we closed on three Outlot parcels from Lennar Corporation. Due to the lack of written plat extension requests by Lennar to Elk River to allow the previous preliminary plats to stay in force, this portion of neighborhood requires a"renewal"of the preliminary plat documents. A companion final plat is submitted at the same time to move forward those lots fronting on Ivanhoe street to final construction. The lots applied for final plat approval are substantially similar to prior approvals, and most have services already installed. Lennar Homes of Minnesota and their underlying project LLC entities,assigned the zoning rights of 3 Outlots bearing the River Park Plat Name with 121 previously approved dwelling units. The still in force PUD includes 52 SF Dwelling units planned in this central pocket of the master plan. Lots were 65' wide to 75' on average,with several wider near the power lines. Ponding was partially completed for several pockets of this phase. 34 sets of sanitary and water service stubs to proposed lots are complete but no underground utilities of electric and gas were installed. Portions of the street storm sewer were also completed, and all that remains are sewer and water services for the corner lots and the placing the final curb, gutter, pavement and sidewalks. We are looking to add a few services from the laterals in Ivanhoe instead of the side streets with the new plan. About 10 different single family lots were created in the Lennar Plan set that crossed over parcel lines to the Miske Meadows plat. C. Zoning & Land Use Plans are consistent with PUD zoning and land use for a residential neighborhood. No change to land use is proposed. D. Project Description Single Family lots- home sites The River Park Neighborhood was approved with a variety of housing types. This phase has two of the single family lot types. 65' and 75' minimum lot width averages. The submitted plat solves some transition areas between Miske Meadows and these outlots with improved lot layout, preserving previous infrastructure for reuse. 3495 Northdale Blvd. NW Suite 210, Coon Rapids, MN 55448 (763)753-6176 PA AVRac The lots in this phase were all Full Basement capable, with flat, lookout and walkout types proposed throughout. Some lots will also become full basement with SE WO O grade adjustments. These lot grade shifts will allow for future creativity by our homebuilder clients. Multi family lots 43 attached townhome lots were preliminary platted on lands west of the single family lots to Trott Brook creek and the future road connection to Twin Lakes neighborhood. We are not preparing any new plans for this area at this time, but will preliminary plat solutions in the next 12 to 24 months to review with staff and the City Commissions. E. PUD amendment None required F. Development Standards No changes to housing standards are proposed G. Project Phasing The lots on Ivanhoe will be built in one to two construction phases depending on the weather, starting as early as late August, based on planning submitted. This allows for construction to be completed ahead of the City October 31 deadline for concrete work. Several lots on the preliminary plat that do not front directly on Ivanhoe Street will not be final platted into lots, but will remain in new outlots for future neighborhood phases blended with the Miske Meadows phases that abut. III. NATURAL RESOURCES A. Wetland Delineation Update required and underway by Sambatek. Original lines approved by prior Council were placed on the plat of Outlot A, River Park and will be compared to the new lines. Several of the temporary storm ponds will be reviewed for exclusion from wetland declaration, and several wetland mitigation areas built by Lennar will be confirmed in place. All the wetland mitigation areas were west of the single family lots in the Multi- family lot portions of the previous project plans. 3495 Northdale Blvd. NW Suite 210, Coon Rapids, MN 55448 (763)753-6176 PAXMAR, B. Soil and Groundwater The soils are free draining suitable for home building, and will allow for infiltration per current goals of water resource planning. Groundwater recharge is enhanced from prior calculations, but is substantially similar to the previous master plan. C. Existing Trees Trees will be removed to accommodate planned storm ponds. Several nice oaks were saved along the westerly portion of the development to Miske Meadows and will remain in the back yards. D. Storm water Planning Multiple Outlots have been identified and planned for public works oversight and monitoring,a platting shift from the original master plan. As currently proposed, about 1.25 acres is taken from lots for ponding purposes. Presuming the ponds stays as a dry pond, no pond buffer will be required. Additional infiltration has been planned in the pond design. Openings into home basements are protected via emergency overflow designs and height similar to the previous master plans. Iv. LANDSCAPE PLANNING 2 new trees per dwelling unit plus an additional tree on the corner lots will be provided. V. PUBLIC PARKS AND TRAILS Dedication per the city ordinance includes the entrance to parkland from Ivanhoe Street and land dedication for future community park facilities. Total land for active field uses is about 6 total acres. Since both park facilities and the neighborhood of single family homes create a requirement for storm water treatment and storage, land is provided and merged storm facilities will be coordinated. The total acreage for credit shall include lands for storm water as well as upland due to the current rules. Lands will also be dedicated for active uses in the power line corridor. We are requesting the City budget in the near term CIP to commence design development planning of the active park uses. We also think an examination of the power line corridor for the facilities that can work in that space that are described in the City Master Parks Plan is prudent. Those uses include active walking, cycling, sledding,bird and wildlife viewing, dog parks, perhaps disc golf opportunities, linear programmed play in addition to the active uses common to the larger 3495 Northdale Blvd. NW Suite 214, Coon Rapids, MN 55448 (763)753-6176 PAXMA R park space of soccer, baseball, football, court sports and any shelters and structures. It is important that the City confirm sooner than later the intent to light any of these future fields or if there is a desire to add lighting to the Twin Lakes Elementary field. That allows us to disclose to future buyers' early intentions. VI. TRAFFIC REVIEW No new impacts,with construction traveling slow per notices to our contractors. Primary inbound trips on 19151 until Miske Meadows is completed late in 2017 to Cleveland Avenue. Bigger site construction vehicles will access from 19151 or 190th. Several of the machines to build the water and sewer lines will off load from 192nd as well. 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Aktift*A: it 61;14A ' Footti, V107,541- Onkti cii. 0,4A. 101i fry leavtc Preliminary Development Plans for River Park Fourth Addition Elk River Minnesota Presented b PAXMAR if ------ -- ,. , . . .. ,., SHEET INDEX , e - s SHEET DESCRIPTION a d C1.01 TITLE SHEET r. ? t C2.01 BOUNDARY AND TOPOGRAPHIC SURVEY { C2.02 BOUNDARY AND TOPOGRAPHIC SURVEY r e C2.03 BOUNDARY AND TOPOGRAPHIC SURVEY CONSULTANT CONTACT LIST: , - 02.04 PRELIMINARY PLAT C2.05 PRELIMINARY PLAT DEVELOPER/OWNER ,r' / 02.06 PRELIMINARY PLAT PAXMAR CIVIL ENGINEER 30 5160 VIKING BOULEVARD NW SAMBATEK �. I / j c4.01 PRELIMINARY GRADING PLAN ANOKA,MN 55303 12800 WHITEWATER DRIVE,SUITE 0 >r C4.02 PRELIMINARY GRADING PLAN 763-753-6176 MINNETONKA,MN 55343 , 04.03 PRELIMINARY GRADING PLAN CONTACT: TEL 763-476-6010 KENT ROESSLER FAX 763-476-8532 c4.04 PRELIMINARY GRADING PLAN DETAIL DON JENSEN CONTACT:NATE HERMAN,PE 1 + , ,,� , -; C5.01 PRELIMINARY EROSION CONTROL PLAN 05.02 PRELIMINARY EROSION CONTROL PLAN SITE� C5.03 PRELIMINARY EROSION CONTROL PLAN t ° tti C5.04 EROSK)N&SEDIMENT CONTROL DETAILS ` C5.05 EROSION&SEDIMENT CONTROL DETAILS SURVEYOR s '•" `, 1,,,,,.,,,,,„..,:."- C5.06 EROSION&SEDIMENT CONTROL DETAILS SAMBATEK %I' ' . C6.01 PRELIMINARY UTILITY PLAN 12800 WHITEWATER DRIVE,SUITE 300 i ‘ �,,MINNETONKA,MN 55343 \ -- --w "' C6.02 PRELIMINARY UTILIll PLAN TEL 763 476 6010 ` ( ' ! • C6.03 PRELIMINARY UTILITY PLAN FAX 763-476-8532 i J .._..•ii C9.01 PRELIMINARY STREET DETAILS i 1 CONTACT:RICK BLOM,RLS ,:4 i C9.03 PRELIMINARY UTILITY DETAILS/ L ,I IP• C9.03 PRELIMINARY UTILrrY DETAILS C9.04 PRELIM NARY UTILRY DET ILS I A N,T, ! L1.01 NORTH LANDSCAPE PLAN LANDSCAPING • L1.02 SOUTH LANDSCAPE PLAN SAMBATEK ' 12800 WHITEWATER DRIVE,SUITE 300 MINNETONKA,MN 55343 TEL 763-476-6010 FAX 763-476-8532 VICINITY MAP CONTACT:WILLIAM DELANEY,RLA NO SCALE Summary Revision History Certification Client Project Sheet Title Sheet No. Revision Designed NRH No.Date By Submittal/Revision I hereby artllythat this plan.speCMkationorr was DrcDaredby PAXMAR RIVER PARK I ,:11':-- � -_ me or under my dyed supervision and that my licensed TITLE SHEET Sam rL/P:W er t to T bt RY �� FOURTH ADDITION, 01.01 e: Nathan R.Herman G Registration ble,NO.a79 Viei ELK RIVER,MN Project No PAX 20460 Engineering I Surveying I Planning I Environmental Initial Issue:06/29/N16 8+Doke+bk,toMactwetsi`nedcop of this plan whichis+veilable upon request at Sam k's,Minnetonks.MN office. (P---\ LEGEND .24.■-....".VICINITY MAP •FOUND MONUMENT . ..BOUNDARY LINE EASEMENT UNE kii p e FOUND COUNTY - -RIGHT-OF-WAY LINE _,.,,, . I 1 I CAST IRON MONUMENT ---UNDERLYING/ADJACENT LOT ---_,CONCRETE CURB iv.s..i...,,it. NORTH :.- tfith i..4iENNK \ TIE LINE 0:TAR7E):(i.jsTii;IT29 ----COUNT,sEcrsoN LINE -BUILDING LINE "itdil I I BITUMINOUS SURFACE r).i...\____ mii}GATE VALVE/HYDRANT _i_ wATERMA. I CONCRETE SURFACE SCALE IN FEET 1 T.r- 0 _■- SANITARY SEWER PP 1,1 1111 1:7 1 'if,' I E mur-- 0 .CURB STOP ar SANITARY MANHOLE _m,_ gortM SEWER '.'- . J GRAVEL SURFACE _ .....*--1 6 STORM MANHOLE -LiE-UNDERGROUND ELECTRIC 1,77,5 I RIP RAP i.,',j -4 4---- l'/ /Y<-C i....' 1 A .STORNI CATCH BASIN _GT-UNDERGROUND COMMON TRENCH 9,2, spor E ATioN cl FLARED END SECTION -v.-GAS METER `it#rel V I 1 I.I / / ,,--;:"' ..: --_. -, CI TRANSFORMER -.-OVERHEAD WIRE .2 CONTOUR .. Arisllg... ,,sss.' Ps i vE:;;; +---PI I )' ' "■-) .LIGHT -WL- WET LAND ,5 $OIL BORINGS I / /\ .‘•- c'0/N 1/4,GUY ANCHOR -POND/WATER UNE +94.5'C'/ETETIEBEZTIOCOrL°GIES INC. I 4/ \ 0...... , _ 1 , ---$147647-7 7--•--4 4__. tt UTILITY POLE ., N.T.s. / \ il___ A NEI isi14. •GUARD POST SIGN \ ta GAS METER 7 -,-. 0 ELECTRIC MANHOLE / ) I I F'A F:K •ELECTRIC METER 03 TELEPHONE PEDESTAL 1 / .r. •*-N \'s m CABLE TV BOX g , , , . -/ , .COMMUNICATIONS MANFIOLE •MA/1.80X / /N il ,.::.7 rsrs:::- 0.‘//iii L-' 1 / < / • I / / N. . , / / N rEmA zoi.ERECUUTORY FLOOOWAY /75-518-0150 / ■... ..- I „19040 UNCOLN ST N,.., / / I , N A rL):::.i-I i 0 N U , I /1 N i' N/ m.......-•DESCRIPTION ...*•./5",..,,b, FE,.ZONE SPED&Floco HARZARO / / / .ciss'... OUTLOT A,RIVER PARK,SHERBURNE COUNT,MINNESOTA 4.:.:.:::.:::., ARE.,zoN/E. /.n705,1,18-0155 N /N, / , OUTLOT C s,i,,, OUTLOT C,RIVER PARK SECOND ADDITION,RIVER PARK SECOND ADDITION,SHERBURNE COUNTY,MINNESOTA ii:.::::::::::;/„/ / co.sT w/ \ /' •:i : / 1 / ',/ss / ./ ..,..N.,...„-.,r...N....... S E C 0 N D )k:::::::::::::::::::!':/511E(SZIONSEi"°°D HAR'''' •s(-":V / . -4t■ oP , / / ■ / , a r i /- i , '/:?/,•,_ / - / i.„=-.6,5i my',.At. r s Li Li.a,ti•%4 1.. li.::::...... / ZONE X,(OUTSDE THE 0.2%1 i -,-1.> 'II, ' / / :) if,'. -,. ;••./. 4,„ 1.'. !. ._4 -7-,4(-- - W9,,,A//' -,. , •./ i .. 1.Subject property's addresses and proper,identifi.t.n num.rs are as followed: Outlot A,River Park:unassigned,Elk River,MN 55330,.PID is 75-761-0010. ..\ ',i.............7, , ,N/ '■ Outlot C,River Park Second Addition:unassigned,Elk River,MN 55330,its PID is 75-799-0030. .• :,..:•:......'// i . if•, '■, 1.1NAZGTD-ADDRESS „2,.The bearing system is based on the Sherburne County coordinate systern,NAD83(1986 Adjust),an assumed bearing of ...k:Csie./...,// /f■-1 • • i • • •*Vs :: F; 7 .1 l' .. '' , orth ES degrees 12 minutes 41 seconds West for the north line of North.st Quarter,Section 36,Township 33,Range ,..,,,,„, t TNI=1,fitdIW Tir:Irol=13=to establish the horizontal position of this survey was the North.st corner and V. II.. . cl''',, e•■i' .., . .///'// /......#;:.;::-.1/- * 1 N. ■ N '■ v---;C- ,3Znils.:).,travey of la.s are located.Sections 25,35,and 36,Township 33,Range 26,City of Elk River,Sherburne Cour, s'''fi'......:f." /' / .../...'......;..... //.///, I NI1 '■, ••\,,.......*,%/,„ 1 . . .,///"................................. '//, ? I 4.The site elevations are based on MN/DOT Geodetic Stations: Fen.MN141-v.kh has an elevation of:932.642 feet(NAVD88) i ''''''::•'"Ert,1%.:ir : .7•••••.•••••.••••:.••••:....•.••••.••••...•...-•. / , .,4) ■ N. '', Power AZ-which has an elevation of:902.630 feet(NAVD88) S '•.. .......•.•..: ....././., . , I '■ ';',..........• N ,N. ' 5.The gross area of the subject proper,is 66.134 Acres or 2,880,817 Square F.t '-. •. '•. , ,..:........:.............. C2.03 ..:::::::*-*/ ***-:,4 ou-koT A ; PARCEL AR.INFORMATION: •••••.,...,,-...r...r....-"i, /1,-* 4. .1 1 1 \. OUTLOT A:57.185 ACRES OR 2,491,034 SQUARE FEET OUTLOT C:8.9.ACRES OR 389,813 SQUARE FEET \I( .\,;',.....' g 1 1 N . , TOTAL:66.134 ACRES OR Z880,817 SQUARE FEET „ % sl,/1...!:•(////le•• . .".•///2, 1 1 N ''t .11 :,../. , • • , •/..• - ••■_..,\ I I I •, I , 1 6.The subject property is zoned PUD,per the City of Elk River's zoning rnap dated 02/20/2015. ,,,, \--•j.-...--:-. -,-WA / , e',C2I's* 7.There are no buildings on.subject property. ...:7 ■ • ,/,‘•.- - •P l , \ ' I _„-sis,• 8.A Gopher State One Call(GSOC)request was placed on 06/21/2016 for utility locates on this site and assign.GSOC / , UNZSZI-CXD1000ftESS / / / ;,,,‘,.%1' Ticket F..161730250 and 161730251.The surveyor makes no guarantees that the underground utilities shown her.n comprise all such utilities in the area,either In service or abandoned.Utility suppliers ohen do not respond to the. / requests in.field but may provide maps,plans,and drawings in lieu of physical lo.tion.UCH,information shown hereon is a compilation of the provided map information and those visible ufilities and mark.utilities whkh were F: A/ / R K lo.ted during the survey field work.The surveyor further does not warrant that the u.ergr.nd utilities shown hereon ,,. i i are in the exact location as Ind..,al.ugh.y are located as accurately as possible from the available information. ,,.;11 '----------4 I I The surveyor has not physkally located the undergrou.utilities.Pursuant to MS 216.0 contact Gopher State One Call at 1651-454-0002)prior to any excavat.n. ...50 ----•- J 1 , 9.Ground elevation data has been supplemented by LIDAR da.obtained from MNTopo on 12/17/2015.Sambatek ....6 collected field da.on storm wa.r ponds. 0 • ../. 10.Legal descriptions as shovm hereon were obtained from the deed provided by the client document no.819090. i':0 P7'..,,,:"E.--_;;I: 1,14 OF SEC,. :i:i 11.This survey was prepared utilizing the First Amerkan Titie Insurance Company,Title Commitment No.537575, / bearing effective date of 04/27/2016. UNAZ=ESS 12.The sutgect property lies within Flood Plain Zone X-'Areas determined to be outside the 0.2%annual chance ir! floodplain.,Zone X-'Areas of 0.2%annual chance flood',Zone AE'Base Flood Elevation determined%and Regulatory Floodway,as depicted by shape files provid.by FEMA,FIRM Map No.27141C0385F dated 11/16/2011. 13.Field work was completed on 06/24/2016. I I ,..111‘ 8 Summary Revision History Certification I hereby certify that this survey,plan or report was prepared by me Client Project Sheet Title Sheet No. Revision Designed: No.Date By Submittal/Revision or under my direct supervision and that I am a duly Licensed LAND pAxmAR,LLc RIVER PARK FOURTH ADD. BOUNDARY AND ambatek Approved:RM8 SURVEYOR under the laws of the State of Minnesota. Phase:eNcn../ToPo. 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N \ ~ F\ • \ +i 1.: _..f_ 938 S!)OIiD \ \ a I!!rs�e , m Kt rxax --- ,. au mee i-i i i iii \ 9t4\\\ r? f1�S�NC \\\ L.s \N001357"E 3 \ \ PER DOC.ND.107534: e / / 51.9 — 9 \ ° / / A- __� N004 17 E 17459 • 45 W / _ 1 �9Je',1tt` \ `\`\ �: a ��.< `\ \ \ s•N slue /I DsDC 1Z / / a /4M a°'e\ \`_.ti NO / _ARECS' — —--\ o'" p�L N. \ \.i qo `\ goo.°`"" ` . / $ 9 // /' \ IJV,,' •\\TREES \ \\'\ \ \'e/>✓-`� `\\ \ [ 1 '-" /‘‘ `�` /�` ti,'• i l 1:i r•vi O�/ii -- / -936 ��4+ \ ` \ a \ \ 7 -1NN-9u.t 7 1 q�} o� / / I +�1 /4 8 q3,1 9y3 9y,3 -�.��_ +q3♦1 q�,9 - \` 9311\\ 791-■ \� T : `:• `\` p // ` Y t '��8 � \ .. \ \ 1 �+N\1 I; // // // 93 \\ \ ` `_ �INVa:oewxt)� `� �``` QE\,4�a' /''\ \\ \� \ I1 / Syr \ TREES ll'9oe..q I \\ ' D--T\�/ \ `-//r' :1z...ii,4,,.....r... 1 / ?2 J"� (_4:3111.tAR / - / \\ • 'pJe \ \ / I \d,-�w-1FJO•t _ qy'\ ) _� / �`"-- 05'9 I Sh° / 9�1 i 34 t l 9319 93p! 6�0 ' ,. .•,•I `g q 9 \\\, q3 //I T l / ) t;,-, I \TREES \ \i:71'./' 1 I W!x \I 1c-:,.s1 t \ / / / /\ . /IE:9x7.1a 6 ,--- �`•Vt - -�:z:i' I ! i 95�" \ \ r / / I I N55 1'34' _ _• \.�....N 1 \ J�r`^y,msE�-' i a / L T _ - ' 5:' - ..,-lx7.a(N) I2I/ / / / / \/ / / \ \1111 l \ \ I-�I I/ 1 i ^�. f yyt � 3t! yt / .� qS!a� \ /. __-,,,,v v� --—'____2 ----,,,...,_,....„-%tx I / .� I // / \ \ / / / J .936/ -Ia.t / // /`/�r- �9?O� -� \ - �„ �� a \ \ / / �,,� / — �/ .mil— /� \ x3 / ,f \ / �� / / :11- // /2/ --- \\ j "+ +>� 7 / / /unuy(EASEMENT A}' / / / N\ \ - \ \\ \ / PE j'OOC.N )54099:A$ / / / r I/ / \\ I ' q \ \ \ ° \. _9,2-\ / / / / AIAEND D PER D9.N0.161464 ?''_ 91ry• TREE' / /' `- r/ ( /, 1 - \ \•\ \ --- \ \ \ f ' gi'(i___ .9'c' , ,,3 J /a93� 9yLp \ aq�o /a9 a// / 9�0 / /r r, 9 y //°4/�� f • 1 L/ q\ 1' _ —\ vir NORTH // / I / \ /_ / /9312// // /// ///p/ /910./9,s// /`� "�! �- — 1` 1 0 SO 100 / / \ a / / /+/ / / // Ati// / 6/ r �\ -i / / \ 't �(/' I i // // / / / // / ///i // /..,<\,. -47 A,,, \``,y'~ -, a a 3�q\\ ^miss•SCALE IN FEET , C I I / i / // / //.//./, i/ i// / ?'♦�.L r' TRF�S Mr\ ti 4$ -'' Summary Revision History Certification Client Project Sheet Title Sheet No. Revision Designed: No.Date By Submittal/Revision I hereby certify that this survey.plan or report was preparedbyme PAXMAR,LLC RIVER PARK FOURTH ADD. or under m duect superWSan and that I am a dul Upensld LANG BOUNDARY AND y Smhfk aae P Approved:R/T V F� � SURVEYOR under the laws of the State of Minnesota. 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BOUNDARY AND ELK RIVER,MN TOPOGRAPHIC SURVEY Sheet No. Revision C2.03 Project No. 20460.01 • �-`p' °,wo°1l`�"E 'g93 23/ \Ni --—_ / T 1. ,. \ N \ \\\--__— \\` \`\\\\\N \ ——— /I Line and Curve Table \_ a� O �� / = T\ •3- \_—-- \ \ \ —-' / — '87.P2 9 E N41°00 28 E/ /% 1 \ N \ \ \\\ \\\\\ \ / 1-- / + •u' �$�Bsi48_ •° A 66.32 / \ 1 (\ \ \\\ \ \\ \ \, >w Linevc.,,,ek Length Bearing/Delta Radius Chord Bearing Chord length ,r so \ . o ,. f r ; '�_` I \ `\ \ �— \\ I \\ \ \\\\ \ / I-- / /1 j Nag• \ �o I , \ \\\\s \ °; ��\\\ 1 \\ \ _ \—J cl 6167 5.16.24" 670.00 N84.23'75"W 6164 / /_ - —T / \ ( / ??'Jr. .n. ) \\ r g�4*\W\ \ \\\ :�_ www.sambatek.com C2 7R.67 3'55'38" 1147.77 N51'21'13"W 78.66 \ � �. � ` � \�' � � 1\ �� \\\ \\,-> '^� -� \ , �' Oar�,\ ~\ I ) \ \ w�\ °_-,-T�P` \ \\ \\ ��`.\--7'__\L I 12800 wflltewder Drive,$Alts 300 I 1 45.28 N53.19'03"W \\ -'M tv— —— -—IN S ET A-_-\\o_ ♦_, 4) "�`�`•G ,\w••\ ----' 14, 1 ,14 '_f \\ \ \\\�.`,\S.` / \ I{),\ Minnetonka,MN 55343 L2 7.66 S67'19'27'E r.. M f —— — _. - �'9q a • "Y 1 ^ 1.• ,�• \ • --� �'t" • /— \-.-'\ L3 20.06 N81.01'37, r y r —` ■ 2 0 / h -� —\ 7831/8715:2. ( 1 T ^ -i.N /',"-----T---- '�\ �(; '!'�' --x- A. • j r i / '• t F+ _.,, s'.�I- 1 8.b� \\ � —/ -- \ farehde L4 63.25 572'58'27"W '3: \ ��$�, a- -� s f / '�' ` \ \�,_ �/ \ `--�_/\ \\ \ J 1� c'-� r U6 \ 42) '4 �6`,t ( l s0 �,. r 1 1 1 Em01.4 no I& i0 I Plmlil 4 18.....ndl L5 145.47 N89'30'S3•W -- ' `f --'//' n)^9�5) '___/ —— \9*q. <' r�� ' Gryr F N. ---�9 9so —.7.�- • \ ——_ \ �CGL-�W�• .7.t:5� 1 1\ L6 75.78 NS'77'S7"F ! r,ii • / 9A •. / \\ \:..' 4 V° ... • _• `��., • \ __ \ • I 00.18'1'7"E N '13'57 / \ \ ,-,•;', L320.85,9 \ •t \-22S101-7,--- . �i57 43 .�..c \ \ -----------'----==-,'"' 1 ' \\ _', . __,.'!,.:�' --g40� --_ � - \.s r J \ `\ \� .; Client 174.89_.— . 1 -� , ba4 3730" _ L+ \).,', \ 1 � \ \— --- 1 ' ' 1 _ ��,,,� ;� ! R_�,s*o� .�,tis3,Y ,:9,�_■ ,72, \` / j 1 i / PAXMAR LLC '.r \ / — 93g`t77aa \ \✓f' ' 1 +.-1409,°21"/14V-V1/ •� •` \_ \.�- \ 952' / t ��.�gg� \ I �► ° 1t / s3s h pr\\\\�gy4 i 9 s0 d, � _r_ so ` \ _q >;�-r-4s,S"W 204.45 � \�'' _ , l Sts 'l0`)+ a°,'R^Y� / / \ F\ ',ti3,\\\,` __�OUTLOT^CF o,s r.,.,r-r. . /�/•11,�- \__94d ' / N1p *14- -93660 \"'J� `___ 1 \ �2`t4 J /l' As / / /G �) vi \,\— _ F q \—' t \ V -g3 / /— i — 4?pg\ 33E,\»o°\\ .,. S\ 9 4; A 9 (— — __/_ �'Z�`�V��1 /,/ , 1\\' W 1 1 I+ •--{' /_ „„/ \ 0 4 °08 2� },�\S 5°51'3"E\\ °� .,F �' �- p�Ap�,930 `�� — \N \- / , '" s.i�"!-`�1 • 1 I �O�F —93p- l \ r' l $0`" , .ci.OQ— °i ..0/ .= 4V JO"� \ vi, // NORTH —, N aW W I / (� / \ I ) `49 \ =-��I` — 1 I '� iQ' (( C _=-„_=9 928__ . c••sa7�3 \ w\ 'k'—e �W C. I / _`�- �\ \l� / \tom, /// — — T° ——��) �C Brg.N20'�9'33s. 0 120 240 , e O . N O / / r •Th ) n 1 1.47.10�� aa77,- - —'' J t CT f ` 936-'N' i: s8 QO , 1 — I ° �'� � / �. \ k • \ 4" 'qS _—'� ° _1L11S�T B �^—� �—934— C '� 38 •1 9• ,0 3 SCALE IN FEET i cw 49N A,�1) ) / ,�•9`5 0 / / ,555,142.` • - 1 �s �� 4 ^!' , — 1 \N., i� ��!!!►►►�� -fir y,� -•-� —932—-_"\ �r7 7 t L''''' y CO Z Li0'-`.^ 4�MJ � / �7/t \( r- ( 936. \ �Ot" �� '�,4- 4:7"4.9-''' \ _"''——-930- /'�\� 1 \ \ � �/J ��--D`,i r1 / EDGE OF OC•tSNEA D WETLAND I ) � �I(� �� =s 1 ;e`er > 2 f� Zb� 4 ' J '' 't4 r _ 'g �M •'-'-1_l 2 m — /' S roec/ a5 � , — —/ OUTT B / a} / r,�'i- /i —� _—-928—___ _ s \I\/ / / / �� h`1 926 //j _-- \`__ �°0r/O� ^ -' --` PARK • \ / /45,,,,,,, — / h ht` _/ -- -- —_� -1p2 1rp a'L MONUMENT SET AND MARKED BY LICENSE tiia \ , // // L ' h ''9� // --- �� l —— + 7 �/ \ N0.21729. i \ \\ \ \ / \ /// / r �0 t�/-_ � \ _-`�/ —__—— =_=—slR_ ;=-.4 �•F\\ N�JOEST;'n 1 1 I I FOURTH • DENOTES 1/2 INCH IRON MONUMENT t m�a t>xea J // �'� // // -,� A 3{r 79.18 ° —�—~`9l` 414 1 ADDITION c / 1 ( \ -- / °:'i ro q�e�'! f ——'_ 507 41'59`— \ FOUND,MARKED AS SHOWN. i+!^ i i • 3 g2 n 7 • r� / 1 ( \ �� I 'l-i� �// '.t°� // � l\.��— �W S03°23'44"W r2 54'20'W 37 6�4-- � � \ \\1 �\' 1 ,/,•1� l I1 O• DENOTES FOUND COUNTY CAST IRON FOP //.3,may / / , / ' /// / 10 / / \ \7 / / S03•08'SYW— 9'.6 , ' / . ° fo / / / \ 1 ,4 y , ., 73.46 )�\ ``� ) . I/ MONUMENT. .,- — / / / / /''.> // hg/ / / /i 1 1 S1r.143.2,,.\... ? ,\ \\1 1 1\9 �i`>� I I L Y �:; i; ! ( :; / ) / / // '/� �2 f— /I / ( ( /, , 1,\ \_/ ( 1 1)I i I \ ,`z � 4 1�i� t"t s` }_;/ / / T \\ / / / + // -� �, /D E l N A >'E D f W E T L N D t` 9• \.'1 ,_ - / \ / \ / // / / JO e I / / s / \ \ \I 1 trt.. ��— I \ Location M \/ / \ / ////// /// /� / / / _ / _ — i \ �.(_ 1 4 � /I \�THE NORTH LINE OF THE NORTHWEST }- 1 \ \ / / / / �/ / / /,/_i y!/ —_ — ,•, r i s r r sy` '- IS*70.00 g _(4',VR,SECTION36,TOWNSHIP33, e 1 g \ / / /// - ��• , / / / f, \ I/}rg•NY0�4 £- \Y_ ELK RIVER RANGE 26,IS ASSUMED TO HAVE A BEARING.- � /////// / _.;.-...---7, .s `� `/ I �I ct,� 6--\ � rn N \ // //// /•qa / / t 64.- s2 -,I OF NORTH 89 DEGREES 11 MINUTES 16 Z \ `\ \ \ l (\ // // / ` / I I / / '1 / r I 1 1 f``-//922_ \I /" �� —-�\ _ \ 38 — / //',/ �j rsJ � '_,1 I / f Y /fI;I( /�98�—�`I MINNESOTA SECONDS WEST. _ sq�c� 11---1 - _ — 500°18'17"W 1567.54// /////// __ ` _ �/ / /,' 1 , 1 /�ice 916- \\\ . ,r-r-T r.,r. r- -r- I Fi,i...►- > ``` >-DGE QE OtutEA tittsav\I / ��` \� ,I s�' ('i 1//'r ,I'...'_• ,.,.. ._ g / I ' - ! I r +/ ' X932� /I\Y I1 1��1., \ __ FEMA ZONE OTHER AREAS- 1 / — _ 1 I ��yy{ CORNER.ELEVATION IS 901.40 FEET(NAND /\ � ~ /� '.:� ZONE x(OUTSIDE THE O.27G) +.J 1 �/ � %��`.g� 1 IA�. — :I ��( 88). — \./ \J / ;;•11 I 1 ��'/r/, \ / `° .� , SITE DENSITY 7-^ / \' +`'1 ( , �' /l'-/ /1 11 ','-= Certification LOT SUMMARY 1 I 1 / / \11);)L{l / + 1 il� 5S IFS PROPOSED DENSITY: 0.636 UNITS PER ACRE(GROSS)(55 Lots/86.419 Acres) NUMBER OF LOTS: 55 =/ ( + + � ~\ :ALI AVERAGE LOT SIZE: 10,612 S.F. +♦ i I MINIMUM LOT SIZE: 8,749 S.F. 6 J , 1 ��` ♦ ` I / /t n 1��MAXIMUM LOT SIZE: 14,053 S.F. �♦`\r ` \ / 'ZONING INFORMATION 70 FT WIDE LOT: 26 UNITS 1 ♦\\ t � 175 FT WIDE LOT• 29 UNITS / -� + FEMA ZONE SPEARO ( �r EXISTING ZONING: RIVER PARK PUD /_ 1`� *,+,*DUTLOT A AREAS-ZONE A \ /2 i a /..:!: PROPOSED ZONING: PUD AMENDMENT TO RIVER PARK PUD ��.' / `, ``'* + +� +� ` + 1 1 DEVELOPMENT NOTES // ,� '` * � '�\ ` i per. �PROPERTY SUMMARY 1.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. ,,'Ar' \/ ++`+`**♦++♦ +�♦*+ \/ ;\ \\ /) 1, >�r l l`+\�•TOTAL SITE AREA: 3,764,413 S.F.IGROSS)86.419 Ac.100.00% 2.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. N --' \•`+•*`*•*•*+*•♦++• *♦+ I ( / (I LE.OUTLOTS FOR FUTURE LOT$: 763,985 S.F. 17.539 At. 20.29% O ( ::e<.l%+,• • +♦, , ♦1.+• \ , 22 I^ \•-- , , LESS OUTLOTS FOR PONOING/OPEN SPACE: 1,985,916 S.F. 45.590 Ac. 52.76% 3.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED.DRAINAGE AND UTILITY * +*♦♦♦'+ * +'++ \ ) /•a"-\ T T FOR PAR 175 170 S.F. 4 A 4 EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTIUTIESAND UP TO 1 FOOT ABOVE THE HIGH WATER ,., J ;:<r\' *•*•♦•*•♦ ♦•♦ +•+•+•+ , ♦•+``♦♦,•,```` \ ' \-� LESS OU LO 5 O PARK/OPEN SPACE: .021 c. .65% \`` ,( +• l` \\• / LESS RIGHT-OF-WAY: 255,694 S.F. 5.870 Ac. 6.80% LEVEL OF ALL PONDS. c„3 / `\*♦++**+*+ ++++♦♦♦`+•+*♦I!+`*+yq(�� •I / Q 1\ 1 Summa 583,647 S.F.NET 13.399 Ac. 15.50% _ l ± •+ +♦+•+♦`,•♦♦0 ♦` +,c\y' •, //1, A //,,,/..,\\\ /\\`/' (NET) `'a + * * ( ////� I Designed: Drawn:lML 4•LOT WIDTHS ARE MEASURED AT THE FRONT SETBACK LINE. r-. \ + + +• ++* +�+• •*ti.+ ++S` //�,1 n \ _ -.7 +++ ,` . .♦ �`+ .` V/ / I Approved:RMe Book/Page: T0 : ,.' j �1 raI q+ + I ��O� e �II \ION ♦�♦rty identificatio ♦k River,MN 55330,its PID is 75.761.0010 ::: ::::RK +\ `Zn:unassigned,Elk River,MN 55330,Its PID is 75.799.0020 RK ECOND +*,`+�n:unassigned,Elk River,MN 55330,its PID is 75.799.0030 RK ECOND \/, ` .``.;;�.,+ ,♦,1++ �..�` y C.Brg.�5774641 E V`1D n:unassigned,Elk River•MN 55330•Its PIO is 75-799-0040 IR PARK SEwn \',+**` *+♦*!�♦+♦` ' i'- C.=127.24 �,``•oiske Mea \ ** + 1 `.`;`\ -;l;,:`, ♦�\ ( `A )rburne County coordinate system,NAD83(1986 Adjust),an assumed bearing of North _: 33 ■`,•*♦+++.*+*.`+++,♦`+++,\∎\;+ `..♦* `i .'tkyc.�* *1` ` �-•'7 ) 89 degrees 12 minutes 41 seconds West for the north line of Northeast Quarter,Section 36,Township 33,Range 26.The Mnesota , / .,` ♦+ . +w ` 'position of this survey was the Northeast corner an 0 E L I• q+A+tr 4/+\ ` ++E SETBACKS ;`�,;♦ , ,, a- r'9o,. )3.This survey of lands are located in Sections 25,35,and 36,Township 33,Range 26,Cfty of Elk River,Sherburne County, BUILDABE LOTS WETLANDS ANO PONDS \ \ ♦♦+`/+++`♦+++++♦ +*+*++.,'�\ 'E s16'�,,J ` ..,j,l , ..... Minnesota. FRONT YARD:25' BUFFER STRIP:25' 9''',_ \ `, ++*♦♦++♦++++♦+♦♦+\\'‘,....+•.,` —'2 •,- '?7�'_'"•``• (, / REAR YARD:30' STRUCTURE SETBACK 0 FEMA ZONE SPECIAL FL000 HARZARO`•.\ +4,9.....+ ++++ +`„.`�*+ ��`� /`+1 i6. 426.,s 4.The site elevations are based on MN/DOT Geodetic Stations: SIDE YARD-GARAGE:7.5' FROM BUFFER STRIP:20' F AREAS-ZONE x ��`,�*+ *+♦ ♦*` + -�>. / �-- �,•Fence MN341-which has an ekva[lon of:932.642 feet(NAV088) SIDE YARD-LIVING:7.5' ti /\ �[\'„•...4.-...•..........•>s .5. �- �./ r� / ^ ) \,.`- •`�\ Power AZ-which has an elevation of:902.630 feet(NAVD88) SIDE YARD-CORNER:25' `� \ ~-\ ++,+♦*..+ ,t' • %�� ,<;.,•-•,t / I \ \��\_ INTERIOR SIDE ON CDR. \ ) ,+/, ..+, r i4�v� r ,v // /1 ) \\ 4••\ 5.The subject property Is zoned PUD, r the CI of Elk River's zoning ma dated 02/20/2015. LOTS(GARAGE):5' VICINITY MAP ++++ +++ �:?' ('. . V hw u,' '�4\ Sheet Title I p°art'' ” g p ARTERIAL STREET:50' �' h -:- --+:`r�+:+:`%�►�='%`' —,G�J° I�Ne-, '�' / '% \\\ °�'' PRELIMINARY 6.There are no buildings on the subject property. - , al (NOe aa,•4pIEO1 <:;..'r;.• r L //_-..-- 7.A Gopher State One Call(GSOC)request was placed on 06/21/2016 for utility locates on this site and assigned GSOC Ticket No. 2612'84 ' +"**��%• ••_ w — //� —` \ , \ -w>+.n.I,cn + v��.., �- , —_ —— c7:-....., _ \ PLAT 161730250 and 161730251.The surveyor makes no guarantees that the underground utilities shown hereon comprise all such O -�`� —— ——_L._ , �t; ` utilities in the area,either in service or abandoned.Utility suppliers often do not respond to these requests in the field but may -- ��= fi( `\'��++••O��1..' ,r 1 ( 1 \ provide maps,plans,and drawings fn lieu of physical locatin.Utility information sho hereon is a compilation of the provided 1153 )��, , \` �`J1+�4�♦•♦// � c -r I ('(/ ' �/ \ �•map Information and those t',.:a utilities and marked utilities which were loca:*:ug the survey field work.The surveyor a vt 1 S e<t3 `' �`\ J//. -l-J1♦+,,,,,,j I•rte• 'I / \ Y•further does not warrant that the underground utilities shown hereon are in the exact location as indicated,although they are EC.Zg �•'•�av' e + `�` 4►♦�Ii ;•f;- ' located as accurate)a5 possible from the available information.The surveyor h iall locad the under round utilities. 1 Po V Ys Y 8 � I .�.♦D contte One Cal I at(651.454-0002)prior to ♦♦4♦,1ata hment4,� data on storm water ponds. `� ,w„.,,,,.:.. .'. / Mk 7:7; j ++++`+ k$: �;::;' 11 „ 1/ %i Sheet No Revision 9.The subject property lies within Flood Plain Zone X-'Areas determined to be outside the 0.2%annual chance floodplain',Zone k 7r,<,.�•.nw 1` •, I+•♦♦+`. ♦ ,p** +�•♦ ,�, \ i /// -\ X Areas of 0.2%annual chance Rood',Zone AE'Base Flood Elevation determined',and Regulatory Floodway,as depicted by ,♦ ♦P♦•\?+ ••�,• 1 ,y� ` ` i 1 i) / ( \ / 1•04 shape files provided by FEMA•FIRM Map No.27141C0385F dated 11/16/2011. ® •J + +'*L'* �0 I ( ( I C L..... / 10.Fieldwork was completed on 06/24/2016. � ` •* *y♦ '12"•�> + r •--� ...-'-.._.___._�.-�--_-..___,�. ♦++,, V++�+i +�:�j�;;;--�. 1 FEMA ZONE REGULATORY FLOODWAY ` ~\ SECTIONS 25,35 AND 36.TOWNSHIP 33,RANGE 26, +*++*+♦ +�'��?-��4• j `_J —— \ \ — /\/1/)i)r / -___`\\ Project No 20460.01 SHERBURNE COUNTY,MINNESOTA \+....„ •�� ...: t `� i r 1 / / ��_�_,�"` i INSETA batek • -4 www.sambatek.com moo Whitewalls Oihle,sub 300 Mlmeloda4 MN 55843 783.478.5010 telephone 753.478.8532 facsimile 61Owing I&ming 1 Fleeing 16eltoemrdd DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Client (NOT TO SCALE) PAXMAR,LAC II 5_.....11._ II 'fik - A / io _~T(~5 io , ___ \. `� � S00'18.17"W 2gs3.23 / i - _ 94 � L _/ NORTH rr t78 83,�� =5.004 7 75./ -,^) °-64 °-,...,'••r--.-.07'} 'o Yyo 178.63'66` \ m �J t t 0 NORTH 100 I F,1 P r`_;; SI 8 o ' / __a� I BEING 5 FEET IN WIDTH,UNLESS OTHERWISE/'" I O C 1� l `9q 485-77.21-4.1_1.1:71°71--'1 r S12`3/19• INDICATED,AND ADJOINING LOT LINES,AND 1 l I w JI I 239.- w 18 lO FEET IN WIDTH AND ADJOINING SCALE IN FEET \ g g $ , RIGHT-OF-WAY LINES,AS ON I -- -1 I 1 ► 8I 1 �--- PLAT. Project jI / I I/\\\ rill I' ,1 104.73" s�i yl 1 ;,,1 -2 �'' 3 M 4 5 3; I �/Il o, -�� eeb• RIVER PARK 1 0.1E5.c r i 0.'..1.c 01.1 AC 1 1 0.14.( 0 U 5 . •�e 4 0,0011 RS001 4.MI5i, 6 1 1 /g, 6' �, '�B FOURTH \ ±I •� 1 �/ 10.)5951 I I/ :OAO) 1 \ al rA 1 c' pl (pi A-, 1 7 ,Z// 1v �t °J? A I , Z► 1$1 , ,I 8 ADDITION L J L- __I L,_.„.„---..=.3. � L ��„1 I.e�4.03'T7" I I\'944-- 2 1 �// o.lwar � ✓O %`.� - �-'a5?'3�. 98.35 3.00 X3!5__T -'Li1.�9""1 L_ :4•�•i7"I f 2/ \ ,,..,51 /ry sue\ / I,96�, W �7 \ �"M `�_ -` C' e9--I L 8.24 .t f I, \\ /o O j�a t'� 7, 'at/9 N61-,- `'_1 son 8.1YW 299.59 i ■-- L' 'SiL L \\ /� 'O on/ �� ^o/ / -8T-- '�'1 6 72 N - _ --E---��_. -- ∎ 03,,.. ,•o -ti w�'/ A' ,r / ) ' 04 Location i4 n f eHO E STREET _ 1 y;" /5 cs,///�\ 6o- r- i ELK RIVERo1�9u / \_VO�IO.a6351 • 9 2:2; IvA _ _75_00_,,- 75_02 73.77 r 1,74.3D ` "'`',,,„' i \ N / ��y / \� `Y \ MINNESOTA r::---_--t / -� ;i:-:----1 ` 3 , r�ii ..... o ./ I I 1 I °$3r 1 � ro \ \ `u// �///rl ( " 1 / ti/ 1•I t9i do�'� I I I P; - 1 �' C4 .W / / \\ ei w\ rat\-. -/i / / 1� d� '945 I I I- �I I- ----_,lk Clfs•324 ^^ '47;* . 4"/// 4 3m ''/// \ -s�_ 1 �I !✓, '� �' 3 A" I� 4 \ I I� Si !!''� �- 1•- ,/�--��....../ � rn � �<<?.t* �8.0?�/ .3/ / Sc�_ 's�9• • r--1 r8. /nlf9ac 2 4119 ac "9 C 9/MSMi- LIZ' ( r* r / s' 'j• v 4i '�~/ / Is°3235- �`o%O�O/ '- 10.991 Y 9.991 Si I r I• 1 \ ✓0 48 \ / 8. r Ulnae 1 0:0,8.5 '� l'ff 4r / 2.8.23• .11..9151 I i• / 1 I• t"'' N 0w.ac 6' 3\ e'J / L. 1 ( I° 1 1 / L__ I Ih a.91ass / a' \ '� -- �I I o IY2 1/ 015, S. , / ` °r //� :4.9.rsv /P. Z ,� \ ��9,�,r 1"' � � t/ � � Certification I \ I 1 1" -o o 64.2i' o L83.29 I I-`��j lvi ��,� v�zj \ ,/��+ ■ �, t \\\ +o �`_��R� L__99.9__J L_ 75.00 J °6i r - - .`T. T ,�6 l4 \ / fide ?s <i \ \ /o �� s� . 9 1.97 NO0�57"£ 163.02 L-6,04 /i t-i--;'': ^, l/ /a" -s.k ., � 4\ 9,/ / 4?sg NOO.11117 E 174.59 ��5�•�q W Nl0• » 'I L_ 78..g.948./ 1 / ry ;'� ' / '0i\ x `y`, A':,,. \ / N09"'_ / -- _ 36'14 E _�? J to� /\8.:l.ac /.. e,, , \ ^1 V 7 __�9''ti i --- _'� 204.4$ 8.oM ✓o / 1 / /� `\ // \?43�� \ �� N• ,y I \ NI /• V ' , / -i-936�^6 '3p'' 1�, / •-\ 2 \ /_/' 'It-)Z'' i ■\ ,`O �'0 000 C\`\ / /•M 4.101.:. , -/ '`,° TF -I Jo N ,, \68. /^ "9'' // \ / \ �y_ \b6. N 1 yp,+ ?t , / .4� - +L \g f/�A' ?6�y•moo`' \/ , 4,..,;-.c/.".."`\ / : 01058.[- //,� ,. `) OF �.:'6-_ eOse \ F'`,J/,/ - '4 Y 42 1SEN. Sum mary 71 $ - / 4 1/ b \ 4'cP.`_- Designed: Drawn:ln4, \ \ ` /e \ '.u.v:l 1 /A 4 ,\\ 5/'` Approved:RA4e Book/Page: TYPICAL LOT DIMENSIONS� \ 8e \:�6 � / /y� 4111.r ., ��, Line and Curve Table ,4,// \9 /� 0 ry I \BO '� F'i Phase:PRELIMINARY Initial Issue:a6/30/2016 ROW Line It/Curve II Length Bearing/Delta Radius Chord Bearing•Chord Length \ k.'„;;'/` t�'s 1 / \\\ '\d-f?.f Revision History Z C3 24.81 4'44'16" 300.00 2714000"E 24.60 1�}a' `\'6'\� / 'O Av 1 / r'4 \ \\ 45 6 No.DateBy Submittal/Revision C4 2zJa 2'32'31" 50000 N54 35'19'W 22.15 \ The.10 \ \ ` / L,' • \ ■ 0 in F 3.U1 553'19'03"E 1 \ ?e n - \' ww<\,I, 2 \N\ 1 4V ` ,� / '�✓p, \y*•) 0161 AC \> 1 Y r--_-_-__ Mc.-- 1 \\•k51 'II.6t9`' ' i -1 x °51,34.�G/•� ,,, .��'N \gir 4- \ N BUILDING H / 8.J '�4..7r �J' ,�/ \\\\/"o, ' II W CL _�\\936 `J}.00 / \\ \�,-\9� / ./ PAD N a / o Q ti <\ \1 ` \, fii a) LEGEND' \ 4luac' -- �' / rg ; \�4.14..'05" _ ./= •FOUND MONUMENT •BOUNDARY LINE -----EASEMENT LINE(EXISTING) / \/\\.�L---`P/41't'- (0 in W FOUND COUNTY RIGHT-OF-WAY LINE(PROPOSED)--__-EASEMENT LINE(PROPOSED) 'ee \\ A., `J_ -;-__ Sheet Title n �' Q CAST IRON MONUMENT LOT UNE(PROPOSED) A2? EXISTING CONTOUR PRELIMINARY b. ---CENTERUNE(PROPOSED) CURB&GUTTER(PROPOSED) -----LOT LINE(FUTURE) ____=CURB&GUTTER(FUTURE) i -----RIGHT-OF-WAY UNE(FUTURE) CONC.SIDEWALK(PROPOSED) PLAT I A Z �/-�1 g g REAR Sheet No. Revision AVERAGE C2.05 Project No. 20460.01 , . ........ INSET 6 ' -.-- Sambatek www.sambatek.com 12800 Weedy D Ne,Sung 300 Windage,MN 55343 783.478.8010 telephone 783.478.8532 famines Engineering I Sulwyglp 1 Plenum;16nfarne ibl + \\ „. Client -,b 6q'°. \ sky, — � °°°'� / PAXMAR,LLC 1 7 e3`� \\ /' ,1. \ '--\ \\ w•d —, /o�,.'° ,.'�\, , • '�`e'T0^ // \\4i, // / / / •,yo^y )c\ h\ e ` \ \J�^�7 //V \\ 1 ? �0' / \ � `.. / / ( ?yy'.� \.�� \� )3,6`i^ \ `�\ (---- _.1.___�C `�� / / \\\ F \ dt `•3 /// ''!\\ ' ;bb ` -_ ——95o 7 "-.�-j----_.,> s.9._-- ! .4 \ 46 a:usi_ \\ I / o� \\'� ti��ry `NOQ 1 48•W 220.01 • s 4 _..= --.4"=-'r - --_-'..„--,71-- \ + Project 3 ACA' 4)' / O23i9a{. _ -f -�_�, — —_ _ _ \ RIVER PARK L=20.85 � / \ \ \ �.o My `——�-—' `r- 7-7'77'—-4` —7• \ ..�-——_—\ ``+� \ 1�2°32'3,"-�-• \ � / ��` � '�- . —— ` --.�/ \ —-- -a \� ;$!\\ �, < \ \ \t'''; , i -,`.9�0 , 9\\ \ _ \v \\ R.470.00 /r. \\\\ )///,4■�',. —— /, J,_-=4 —��r \ \\ °�?.' \\\ \\ FOURTH \ \ \ `, __j// „.- /,,,,/, , 4' 9.8236./ V \\?.>P•sr \�\ '\ *igo 1 2 ,,,,.fro/, 4,,..1------- / 1 7...''/4.'4/ paw _ \F =—_ \\\\ ADDITION \ •S'�,� 110V,\ pry' /.ti i e ,0 % o233a< ,' �t ;a / . I,APl.� \ �'\ \ \,,\ Location J / \ J�\\\\ // if , / J�'S3/4\ lo,ozlrl i�r-r� / �'� h �i^/ \\\\\ \ \\ \ \\ / \ g\ \, // ti Oly, o /?9\ \ i�'I is ';/ / 47 \ ��6J a/ \\ \ \ \\ \ --Ti 6 * ,A4; OUTLOT D °�\ --_ ELK RIVER 0181 ar. 4;.,- '� c`3' \ \ � .P•9'j5"�_ � \\ \ \ / \ / • , a s :: ;./ — �R.t ...;.1 .t= 74.06 —-- \ \ \, / / / _ /��,� �-9.6195!-/-_�' _ _ \ - MINNESOTA 4 � \ , / / ?�0 l `F J •�'p`�'r' --- '_ \\ \+ r. 0 4\ ( /\ ll/ ry / / ..... L2p• .., / 1 1 �5 �t \ \ ?sF <v' 4�\444 / \ / �, _4, s. N16., / nom^ `t; ,..,/!_ s) +! / I 1 —— 9J0 �� ` \\\\\ \ / •'6'- .4.--_,-/- •.... Q`4 �— \ a,� 3��s f .4,/cis ``�� , I -'7.1—. =— + 2a— 1 t-———_ _°�,_ \ \\\ \\ y./4' 0 \ \ / \ n )) -r��'�.,s24 pre, / � / /z---:___ 1 J J 1 l' CI 1 1 r�8%� �JB �\\\ \ \ Lr' / c4 "I I:I o \ �`,8 0 `y , �, / >/i �I +( n ► -- 1001 + o►r _ 7 �4 \ \ _ \ , \� —$_``/=\ ` /,/ 7 / > / : / / ^I +——_01 L _ 1 _—�. �9z6= �—— !1 -\--\_�` \N. v 3 I \ \,"� ! - -tea.\\ \ // ./ 8 rr�- _ -7 '•r1--8- r-- ---1 _= 1 / / I� \ \ / - 1 9'.129 si.-PI -oli5.c 023 -.1 M \ ,— c� � �o �,'°,1, � /1/. ,;�_ I 1_ ,8.15•.1 - ';w"- I _. +-----a r- i;'°� Certification \ \ ^ as,4� _- r / /1..°.123)\ ^ a .- g 1 N L Q i.Pl/4 / ��\/ -_ �^`'0 // / SYI / pl i. I I ` I I N 1 10 •+ — / v \ \ \ 1pt\ __ oD ' \ �► 1 p I h + I ^1 I I ! o nl.c.-. !. \ \ — - .8°P \ - 0 1 I 1 z I ll.oi:s` „2 / ! 1 \ — Ra'°b y��/ Qi 4 � r +�-A°,\ __ �1 ► Z1 r-— f�3a _ N ► 1 11 1 -o / C:Jh\` �' -- '� 9 -r-- ✓ ---- .�"JO k' __ - + 1 ——•-- L:7—�:• I �1 1 a,D'( °ivM 1 PW 38 r l I ) ". I , r 104 -_=J I" --J l- S�-J ---1 9 ! — /1 ` 1 g/ // ' � ——�I `— �4°'_ 'f4.Os 4--J _4°46'x'+ —-------- z \' 1 -� / I - N87°p5'40"W .1 L Qs4•SR.�.- , \\ \ .-----/�//�/ 231 _` _ --- ;'- '- - _-_-- - 358.85 IVANHOE STREET R_ t"�4q _ s Q4,, \ /i-:_-_:_-._7-_-_:- —` soz°S4'20'W 474.89 - I S•apr o \ \ /-__.— ` , 4 c-41:-.M-9,,,2-..- r`...,-i_ 4±94 75.00 t i �� S�" ` '// ---910-� \ \\ y' —— --/1: ,—-'7 r— �. r z \—— / a I 1 �---\ _ _ . .-- `• /',\ `��,�� 11S ;- -; ___`-�+ r - ' � 8 -�, .9�_ \ 8 Summary —_ \ \\ \__ s I 1,,,-////• ,nom 1 1. �Ids=— =--'I — k/I r—��T _�r �a �/ryW Designed: Drawn:OA•\ \� \ -1 w 46- `� 1 III (4----------- - 1 . 1�I _ 03• ----,7 2'.�'``7 •\ 1 —,yh,.�91 ;:„411' O Approved:RMB Book/Page: /\-.\ ' Z-z I •'/ - ,.. „1-:_- 1` �-I - 1 L —— °� 1','� — 1 �\` � Phase:PRELIMINARY Initial Issue:06/30/2m TYPICAL LOT DIMENSIONS _— \ -ate a191Pr� °` + �.3 I 1° I IW 1 1 — -�I _I _ �M o.23u.c J _ W/ , 1 Io.- n11:ac g �\ \4 6 O2317K I ,s-UllldC_ 1 ,'� ol,•ac >s.IT I^1)5.t._ ' I1<` I $ a.x„, 1 —\I \ \ \\ No.Date By Submittal/Revision ROW 6eo� "6z¢` 1 W I L_ I I°tR ^\ ^ sl 1o,9,u I 1rn o�� l M \ \ I v°4 1 1 .4 HR r I 1 1 1� 1 I� --y _�' 1 W �3?01`\ �� 7 '75.00 --25.12p 1 1 - L 1`916. —I j_—_ 1,t, „•„i i\ 1 , \\ \ \ N \ `2303"23'44"W/79.t Sa2� --.9i L__5 - _J I! 4:,'-,t;Nt \•m i--------.�Q^ _ \ N\ -DRAINAGE ANO'U TILIiY�ASEMENT \ \--�---'970•`v�°36'57"E`-69.22-�.�'r�\\ / ` \ \ \ f- 3 // 5-- u)� BUILDING ■ H \ / / -� 1 I/ �r41�S9"W 237°43 �`�J70 \ \ PAD cwii W '•W \ \ W1 W / / r -- \ \ .5., \ \ 1 o / \ / \\ \ Sheet Title i 60' p DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: / ' PRELIMINARY (NOT TO SCALE) PLAT ii:i s (--;/ LEGEND M 30 30 •FOUND MONUMENT •BOUNDARY LINE -----EASEMENT LINE(EXISTING) ° _11°__IL--_- - \ FOUND COUNTY •RIGHT•Of•WAY UNE(PROPOSED)___-_EASEMENT LINE(PROPOSED) Sheet N o Revision �' CAST IRON MONUMENT LOT LINE(PROPOSED) "'•907 EXISTING CONTOUR REAR / t } —-—CENTERLINE(PROPOSED) CURB&GUTTER(PROPOSED) NORTH CURB II (FUTURE) C2.06 BEING 5 FEET IN WIDTH,UNLESS OTHERWISE LOT LINE(FUTURE) ____ ��,_75, INDICATED,AND ADJOINING LOT LINES,AND 0 50 100 ----RIGHT-OF-WAY LINE(FUTURE) CONC.SIDEWALK(PROPOSED) 10 FEET IN WIDTH AND ADJOINING EiiiTalii RIGHT-OF-WAY LINES,AS SHOWN ON THE SCALE IN FEET AVERAGE PLAT. 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F 00000000c'�oo `-=mpg _r , c:t►/- ci,t�. 1r c •I -I. . ,7"G_ �`-7,. -YY► T V / V,sv, , /, `/ 1 LIMITS 1 RETAINING WALL r_Cr!` L-'/� S' i�I i �' WETLAND • . \ �1�- -_ - �-t.,�_ �/i/S.v /J' Y ," I ` / .� I, / `I( ' C .. ! 1 ' - - TREELINE i - ^si-+fir-5r .,JrC -T i-..(_1_-!-f /.�/,//6 /'r!/ %i\ 1 / Q +�R` I �0 9p>RIP RAP S I 1 1 1 1 -� SPOT ELEVATION 902.5 .902.5 "I`"t.:/...-/.;v / e 1 - 1' �+ 1 - - CONTOUR 2•-� / q 4 / _ J / t .....1:3 \,.., • -90". /�t ( /1// q/ ...9�?- / , I' , , c��7 �1 \I-! SOIL RBOR BORINGS 902 \ p M 1i�If. / / / �/ 1 1- a qq 4► / 1 4 . 4 7 . _ . , I ii ' . ,/,,,,, . - •-- / �- //'I iii I \ 1{ / / . 1 1 '�. •v�'. 1�;t)' —. y41r__• k�[��\ - �I.k u a 1 wvw.y wN .urc A v Ilvl. f--jit...,, si 4 J _-- '\. . 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' 'I + + + 1�. +\ 1 1 ;• 1 , , £ I N�.; f 1.N ,\I /:,!;-' 1(7///// .� i \ r f •y. —• N L �`• f t /\\ 1 /,� •;/'N /�///�/��,:///_-\,�±_J,-', / .1 ✓' 1 .I• 1 / 1 1 v•i ,. 584 1/ ` ./, :.I 1,/ / I•KKKII r ' 906.5 ` ./ 1)`71 i, // ' / / ,/ ' - Jib Summary Revision History Certification Client Project Sheet Title Sheet No. Revision y'••"1 I hereby artily that this plan,specification or r was prepared by PAXMAR RIVER PARK • tr Sam batek Designed:NRH No.Date By Submittal/Revision me or under my direQ supervision and that my 1 ensed PRELIMINARY G RA D I N G A�rOVed:DS professional ENGINEER under the laws a of Minnesota. 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' ' : ' ' - , j ' / , ., 4 / I il , / \' a a a , '! • I', 1 a d .),/ . ,, ,.,,, _/ / 4 : / I a ( e i- �F: _j._d I a v /a a d a •( \ 4 / •1 i d� i d I I a (// ;;d; J i r \'IV / ` I \ /' a t t •. i I I /•/ a a N ORTH • <\hf_IPP:/ ur/j-7 �i 0 50 100 / / I I / // /� �7 l // " 1 SCALE IN FEET t Summary Revision History Certification Client Project Sheet Title Sheet No. Revision Designed•NRH No.Date By Submittal/Revision I hereby certify that this plan.specdKanon or r was prepared by PAXMAR RIVER PARK Wambatek me orandermydueGSUDerwslon and that ulylKensed PRELIMINARY GRADING Approved:DS professional ENGINEER under the laws a of Minnesota. C4.03 Phase:atELIM$NARY �- FOURTH ADDITION, PLAN www.sambatek.com Drawn:NRH �` Book/Page: Nathan R.Herman V Registratio n No.479 e: F(�r �I ammo I M I� Initial Iss e:06/29/2016 MappUeabb•eoman carat signed copy of thn pen which uavadabb ELK RIVER,MN Project No.PAX 20460 -••.^ee• planning upon rpusrt at Sa k's•Minmtonka,MN office. , - GRADING NOTES INFILTRATION BASIN CONSTRUCTION NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION.SPOT ELEVATIONS SHOWN ARE TO FINISHED GRADE. 1. INFILTRATION BASIN CONSTRUCTION REQUIREMENTS: 2.CONTRACTOR SHALL TAKE ALL PRECAUMNS NECESSARY TO AMC/PROPERTY DAMAGE TO ADJACENT PROPERTIES )/10■11.A PT ETSNTEOCIT1?IA I=ECN'T1 ZCVR;)1 E STCPUNRCRNI LC;DCUTIZAT FCTE'COANNSLTRUCTI 10ED1 P I'ILAESLEYS NgES TPI=1;°C7.A N Y tINMCI ITLEV01:4Z.TR=7:SZIFIXTRAnTrNITREI 1.1:C FTEI,TIrLIMR;="BASNITTI=TIERNGNANRNDXS,NSNATNADNIXIS, _.., ORGANIC FILTE..BIORETENTION AREAS,ENHANCED SWALES,DRY STORAGE PONDS WITH UNDERORAIN DISCHARGE,AND I. -1 5.ws- NATURM DEPRESSIONS(IF USED TO PROVIDE STORMWATER TREATMENT OF NEW IMPERIOUS SURFACE)) , 25'SETBACK , 3. SAFETY NOTICE TO CONTRACTORS:IN ACCORDANCE W.GENERALLY ACCEPTED CONSTRUCTION PRACTICES, OrAYLILPg(St'NWSNALNDEPSROITRTYN:UCRT:TAGPg1R.EF'XX TVCCI=IFECICA'IrC.I.DT1111=FYI=VI ZPCPLLIV DI N G SAF E' 1.a.THE INFILTRATION BASIN SHALL BE EXCAVATED TO NO LOWER THAN 2.0 FEET ABOVE FINISHED GRADE DURING 0.5'TO TOPSOIL BELOW FINISHED GRADE• .,WALKOUT OPENINGS CONSTRUCTION W.THE EXCEINION OF INSTALLING THE INLET F.RED END SECTION(IF APPLI.BLE).ONCE AFTER HOUSE TO)NCIONF'42141ANNSCT7f118;111R7;41;=1)V/RANCITTFtS=RYN/H1 EA frS ZOTTHI NIE=E;0°111ZI,DDEERT11/(171A,NO F STREET AND UTILITY CONSTRUCTION CEASES AND"FINAL STABIU.TION..DEFINED ACCORDING TO THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN.ON OR NEAR THE CONSTRUCTION SITE. MAR1000001 CONSTRUCTION STORM WATER PERMIT SECTION IV.G)OF CONTRIBUTING DFtAINAGE AR.HAS BEEN COMPLETED,AND ONLY AFTER THE OWNER'S ENGINEER AUTrIORIZES CONTRACTOR TO PROCEED,INFILTRATION E ALL rhRIZSDT701g A A.0°V=ENOTSVALTIN=PEF7GYIENTEPEZSAYL!:=TSTIT?IrSSIZCI;°CNO:14PigETZ'';741C4E=FA'ET::PE FCCEHNNTCNAr F ThE BASIN SHALL BE EXCAVATED TO FINISHED GRADE. A 0.5'TOPDS001wL N.-, ...,_FFIg7:(1),GRADE 0.5'TOPSOIL 1.b.HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA.EX.VATION WITHIN THE EZI4T.Z.GCECofTN'ET1c1=AFILSEHNtl.NENESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS 1,1ririTifilATT}140/g/gliffil,rill.LHZP=NsIcE.UYE:ENTERA BACKHOE BUCKET W.TEETH.CONTRACTOR SHALL DISC ay. ENGINEERED FILL TWO GEOTECHNI.L ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: - V i. 0.5'TOPSOIL i ,,:,, IF REQUIRED(TYP) 1.c.TEDILRAT'N BASIN SOHNASTRUCZPTIEACCTITIT';::ILZ.TECPRO)PRErr l',ilitXE'DTOrCiTOWNN:TaRIFZEOF ZiE=SigrEf° cA czinsr NORTHERN TECHNOLOGIES.INC. CAOMPATisly:HAUGOGEOTECHNICAL SERVICES.U.0 BAS I N.EI:ITP gSUSI11131.C =y1.11,4AFiliSHX::BLVD.SUITE M 2825 CEDAR AVE SOUTH TYPICAL SINGLE FAMILY WALKOUT(VVO)BUILDING PAD GRADING DETAIL MINNEAPOLIS.MN 55407 1.d.(1,.Fli.L.FrEtAcfritE:HENHOpSiZITH=SiAALNsleA,TuC,FgA0S,I,N4Astfi41,4,CAlliEcl.fcilLSR:IgALL HAVE INLET EROSION CONTROL SE■ iNlir. PHONE:763-433-9175 PHONE:612-729-2959 DATED:12/30/2003 DATED:6/6/2016 1.e.ABOVE THE INFILTRATION BASIN OUTLET ELEVATION,INCLUDING THE BERM AND DISTURBED ARE.,A MINIMUM OF 4"DEPTH OF TOPSOIL MATERIAL SHALL BE P.CED TO THE FINISHED GRADE ELEVATION.TOPSOIL SHALL MEET 35' 25' ,5', CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT. B.i (MN/DOT)SPECIFICATION.THE AREA SHALL BE SEEDED WITH MN STATE SEED MIXTURE 25-131(LOW MAINTENANCE -su. F sw!-es we- 5.CONTRICCTOR SHALL COMPLETE DEWATERING AS REQUIREDTO COMPLETE THE SITE GRADING CONSTRUCTION. TURF)APPLIED AT A RATE OF 220 LBS/ACRE,OR MN STATE SEED MIXTURE 3,241(MESIC PRAIRIE GENERAL) APPLIED AT A RATE OF 36.5 LBS/ACRE.SOD MEETING(MN/DOT)SPECIFI.TION 3878.2-B.N BE SUBSTITUTED FOR 6. PCNC:NCTRTCZARCSEirl'WI POI VErOGED=MAZIITTNI=SWAVAEGT/F=FITNOYFIVT=TTHREETAESSITZALIDNEG SEED. . 0.5'TO TOPS011.BELOW FINISHED GRADE AFTER HOUSE •Sr'flingTE'roTi'fglii.liT0irEERF.YOFO'R IEECCZITC7r-TATILEESNUTLEtEANOrSigl 1:FL4A17:E(ZPITLETTC'lr IANNACA=DDIANNECCErIENDITHYTH E SEED APPLICATION PROCEDURE: MIXTURE APPLI.TION PROCEDURES SHALL FOLLOW(MN/DOT)SPECIFICATION 2575.3.SEED SHALL BE SECURED BY WALKOUT OPENINGS PROVIDE 0.5 OF .1_0 5 TOPSOIL-1 'N,FINISHED GRADE REQUIREMENTS OF THE GEOTE.M.L ENGINEER. USE OF(MN/DOT)SPECM.TION 3885 CATEGORY 1 EROSION BLANKET. FALL IN FIRST 10 FEET I 7. i!,MAACTALTLXLTE'fr,'AEOV'EltilTSTZELETILTRGOTMFITHETgRAUNCITI=B:ILIEATIgliATOADTOANNADL‘CWC:71.47 ABSENT A SOIL TEST.FERTILIZER MEETING ANALYSIS 22-5-10(N PK)80%.W.I.N.SHALL BE APPLIED AT A RATE OF 350 LBS/ACRE fOR SEED MIXTURE 2,121.OR FERTILIZER WITH AN ANALYSIS OF 18-1-8(NPK)(FOR LOAM,aav LOAM 05 TOPSOIL • 05'TOPSOIL m Ai ' -i-\ 2 ---- --------4----- - ---:---,- • THE OWNER. SOIL),OR 17-10-7(NPK)(FOR SANDS WITH LESS THAN 309,ORGAN IC AND C.Y MATTER)NATURAL BASE SHALL BE 15'HOLD DOWN FOR PAD APPUED AT A RATE OF 150 LBS/ACRE FOR SEED MIXTURE 35-241. -7-I. ---i 8. gp,"14,"0`ci.Zy=u8c8,481,Z7A"RsRtEDEE's",',.;8A`gTin:ra,'DAIVENCYT=S:NNSC.NE LAA:MEIFDI AENDDE IS.ITGRA1 ZACFCF/ITCTR 0 1 LC BELOW THE INFILTRATION BASIN OUTLET,INCLUDING B.IN FLOOR,PLACE P.NTING MEDIUM.1.BASED ON- ENGINEERED FIE( ,7,,H=6,,,,,E;irprf=i cc,wTHREARNEs:/..EHE,.ErsAsiAig.'sfrRAA,F,FDILC,05NTROL DEVICES SHALL CONFORM TO APPROPRIATE SITE SOIL CONDITIONS,AND ALSO BASED ON.NDSCAPE ARCHITECT.WATERSFIED,AND/OR CITY --•77..7,777,- •..„../',.• IF REQUIRED MP, RECOMMENDATIONS(SEE DETAIL ON P.N).DISTURBED AREAS TO BE SEEDED WITH MN STATE SEED MIXTURE 33-361(STORMWATER SOUTH AND WEST)APPLIED AT A RATE OF 35 LBS/ACRE.CAAINTILE INSTAL.TION(IF E■irIrt TYPICAL SINGLE FAMILY SPLIT LEVEL WALKOUT(SLWO)BUILDING PAD GRADING DETAIL 11=111111111■11110e 'EP'RC INT IENCGOTANCE::NAT4g1TEN=TAZCNTAORY:gEPTATI PO'N'S=XL PL BCEN;CR rE:INXENDA'AR:!rC.0 FTITRANCTOrSjX.LAPNR(01);Cf REQUIRED)SHALL BE INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION. TREES TO REMAIN AT ALL TIMES.EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND NOTE:INFILTRATION BASIN FLOOR EXCAVATING,P.NTING MEDIUM SOIL PLACEMENT,DRA1NTILE INSTALLATION. EXTREME.UTION SIOLL BE EXERCISED WHEN WORKING ADJACENTIO TREES.SFIOULD ANY PORTION OF THE TREE ETC.SHAU.TAKE PLACE ONLY AFTER THE OWNER'S ENGINEER.THORIZES CONTRACTOR TO PROCEED AND AFTER ......5,... 35' 25' .'' ....i. BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENE CONTRACTOR SHALL INFILTRATION B.N SIDESLOPES(ABOVE OUTLET ELEVATION)HAVE UNDERGONE"FINAL STABILCATION.WHICH OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERV.TO TRIM THE TREES PRIOR TO THE BEGINNING OF . '...--25'SETBACK , INCLUDES FLUSHING OUT ACC UMU.TED SILT AND SEDIMENT FROM CONTRIBUTING STORM SEWER.EX.VATED OPERATION.SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS.THE BROKEN LIMBS BASIN MATERIAL SHALL BE DISPOSED Of DOWNSTR.M OF BASIN AREA,IF POSSIBLE,OR OFF-SITE. STO°TUHLEDTT7E E'.EPr4g ISNSTIAILDLI IAITE EREX5ECOLTig'10AUT NAEUPTHOPREI'ZIA-TIP:NTT Vlti EDEYNTITEZ.IgSAT'SWFORTRNAGAFDArGAGE SEED APPLICATION PROCEDURE: SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPEOAL PAYMENT WILL BE 0.5'TO TOPSOIL BELOW . FINISHED GRADE MIXTURE APPUCATION PROCEDURES SHALL FOLLOW(MN/DOT)SPECIFI.T1ON 2575.3.SEED SHALL BE SECURED AFTER HOUSE MADE. WALKOUT OPENINGS BY USE OF HYDRO MULCH,OR SECURED BY(MN/DOT)SPECIFICATION 3885 CATEGORY 1 OR CATEGORY 3 EROSION PROVIDE 0.5'OF .--i BLANKET.ABSENT A SOIL TEST,FERTILIZER WITH AN ANALYSIS OF 1,14(API()(FOR LOAMS.CLAY LOAM SOIL),OR 9.a.Itz(E)SHT1,11CLELDZE,ArSAroAL,IANTCp14.,UNDTEHAEL,L,EDsEiS.:,G,VDTEADJFZEDH:FiftE/H1.40,1.AliTHSIDE OF THE DESIGNATED CONSTRUCTION 17-10-7(API()(FOR SANDS W.LESS THAN 309,ORGAN IC AND CLAY MATTER),NATURAL BASE SHALL BE APPLIED FALL IN FIRST 10 FEET AT A RATE OF 120 LBS/ACRE. 0.5'TOPSOIL-1-\_ t / 1._0.5'TOPSOIL i ‘\,_FINISHED GRADE 1'r-- IC■1C.T7iiSTPIIEV,:siTiTf7ITTi EA-10i igiircT1=NBSETEITZTEAlfi TgrrA rATR=EXirTTE ZETDPI70 1.g.griji:TcftrAgT.OyR:intsilWrEsDOilitG:1:1;:_,ANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS 2'HOLD DOWN FOR PAD SAVE ADOMONAL TREES AS DIRECTED BY THE OWNER. -f---7--- ---Eli" , 9.c.IS'TA IFCVANS7HEODViA/F7 E0A=1:1714:1F,EROTEE=771g TIT'ralLYTIIIIISYFrNIISNAGEB7RNELTY07EDACNA°'E L ".IIF‘ITLETBENFt:TIEVEAZTEHT)04COSTIZEITI7E'T:TIN.4AE IrAIBN:=IT°I.N.IEAgAP':.?.PS7SAIE:thrITEHI.E CC"TRACT'."'St ---77,f77-- ENGINEERED FILL • ‘,,,,,', IF REQUIRED(TYP) kg1,:.1,VpliTYETCE/EAt,N,',IAKEITAIDN,TAvd:gLcAcCjAiW414NIVETsTi.znfilNsrikrIE.PLACEMENT OF AU PROTECTIVE FENCING SHALL BE 1.i. g.,,,s.t.s FoRg EANT1 oTel==TgEtrEo COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BE c,411,117 TYPICAL SINGLE FAMILY LOOKOUT(LO)}WILDING PAD GRADING DETAIL ".THCEASYITV.E j(G:TIFITIALCF4r$11:11A:ATLUGEFITONUEGNI=YLEEDOCRIZAIREAAM:g4 STYFI°EC;TIELEZ=I#FEID3E.El7C'EAST°N ''4 FB7CMOANNDCUECTTESDnI1FDEDSF14 7=7=WAS VERIFIED ACCORDING TO ASTM D-3385-03"STANDARD TEST TOPSOIL SHALL BE P.CED IN EMBANKMENT AREAS.OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS. METHOD FOR INFILTRATKA RATE OF SOILS IN FIELD USING DOUBLE-RING IN FILTROMETE R..) FINISHED GRADE __..5., 35' 5': , 1121..'EUS8pQAITTrTZ2XHcO ORNtUCE PNAD IL1 ANS;:g LVP00FC1ITLAH:AY ETX:.gC CBICiTTOm,OEEI7TN VNAR:A E1RDRIERN TDSOENTA FAAW ANVCIC.TRG ECEAFYAL rOAT T1S IiN2tVa SD:I=R1TIIA)RR.UNENTUCE=SCTICTT E OIIIOD TM NNBAFPT:Y I A ITOI F TREEO HTtAECtFEAE:LE'L'SE E'EOT'.NT SIC=WPGRIgENOD VLE EfiBCNE4sI TR AgY t1r=ECITN TcHA TE O OIR=DTWAE°ITNR U4 VE3TiVERNO.E iaT CrOSSsHeO.STBIEFNITA8:AT=ilRIE:N VA CSIgTTUROt'iUR T1OC ASX;T;HU,icAt'1.R,Lg:A1L iE L cC)I PT:PMOTi EIT NEMA=s lNT PTELF RPE Z4 ITA E'RAL NI7.-t TC TI Ti.OV HRRN E'ENE IO CS ZS'H LSE'HB:SRAOgPZLRRL ER ri NA n AOEOD DWST 7"M B E r i. IANL222FL...I.ad LC.,.T ORSAGTTA ATT EEOS RMISS O,MT T DIN NWW uIABMsIIOATLLUL L SEi IED M G rBBNISO E E TS SA ONuC O E)WU.AEF.O.TTTIOL ENHHLI Hz TL NDA OE E E BE U RSA P RvE CT IIE.TNE TRTQWIFEzEE.FIUSD SOILLT..iT I tRRL AER MT MEBD Az D E TTAI HN.IRNNO,,EE.,CUAN Q E TFCM TU.ICINNEBOI.ISEeSF RET R TIH.LD STEO AHRD.F NAA TCsLTR EE L I OS ETBTAN O E S C TCSTH EOHH 0SA3ME T.3 L5 IFPL 8NOA L5G BECL-E T.LS EO9VHD W'EA RLFIOIL NF IBG R NEE D FE PIPA RL wACTORIH rCD n E IBi ND Y TFU HITLRE HTE RE S: AOOT.WIO NN EEN BRGA,IESNXION E CAEN E(RR 0PR E.AT A5 A N TA.AD E S C NRE O TF LEODO.R T HE BACKFILL WITH I TYP-1 SCTORMUPCATCU TREAD L 2.016 1 Nil U IPN 0R.OF5'I-V'R-TISDOT-E 1-S00 O,.-5F/I'EL O ET F 1 y.'•.'. - 0-• _-_0_2T5O-_. _ ?O . mrA0 .00MD O O ' s__ 4 EI-S ET1HR 4B-F EIAH1N1D 1C1O1-I 1S1K G1U H 0RSEAE.D D1.GE-w DE ENGIN...E ERED FILL WITH UNIFORM LEVE.OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN,OR BETWEEN SUCH POINTS AND . ACCE TYPICAL SINGLE FAMILY FULL BASEMENT(FB)BUILDING PAD GRADING DETAIL IimmisImmiiimaimeesimmie Ec;S:s1.4HGH2ro.ONES6pigEA.AgoTHH,ATT=c1171)FEI:IgiglaEiliL=.,1,315Pfrt,CZCHT2EF,131E0=SEQUEDNL0DED 0A HAs 2.f THE TEST RESULTS WILL BE AVER.ED TO OBTAIN THE INFILTRATION RATE USED FOR PTANCE. BOTTOM OF STMELOABLE,140:T4IRC=CcTZur,EL.cAct).,=,Dc:TTU0R=r7c,TLFZCAPE4,7,FitsAC0TFOTT,SEOHPX=S SHALL BE RESTORED 2.g.THE LOWEST MEASURED INFILTRATION RATE SHALL EXCEED THE DESIGN INFILTRATION RATE OF 0.45 INCHES/IqUR. EXCAVATED SOIL UNSTABLE SOIL MATERIAL AS 13.TOLERANCES IkFVTL'EBIENI:IFLONErRTEO*TCF7ACTC!0;:LIETETAC7711RNE°C7TITZID7C;)1WFTENPEL=IENP=A0AEKTSDNTERS==::NINACT°R REQUIRED BY SOILS ENGINEER 13.a.1F.=EAS=12,:.N30'ION:TSBLE!Or/,'THE NPTE7CDR IrE DTLCEEV EALTZ:TArAFST'Y'APO!rt4TYWHAENRYE:VA rA°51:=T°I.:N IFINAF47:77 E RE=IVIAEBAOVIE.Y'Sill BCZUREAN=IES)111 G NT ILLNL'IB EL ZIIIIIRELD'll:k111111.NIZTT:E=IWANSCgATDHEEX:EVAIE _...5, 35' .....-. 25' ...,5' MADE. FrtEHQUATATHRAAnT,E)=7EcRoMNI;VRED%STE.RE-TESTING SHALL BE AT TEIE CONTRACTOR'S EXPENSE AND WILL BE DEDUCTED FROM 0=TYPICAL STREET GRADING DETAIL TORIEOS.1V0Toi•rBEAL=T=RFFIraDD$EUEZ1;7cEO'rAlt:V0Hi tAii•=1;r1ITEVE fT.F7=EF.C'T A'Vt. FALL IN FIRST 10 FEET 0.5'TOPSOIL FINISHED GRADE 05'TOPSOIL ..ilr<iTER HOUSE 13'.IrEQUSIX)TLFIEVAt!ICY/CN).NICTELIg D=C?TfIntENREWG1=7.FITE:iiigTE:13°F'Y"CA'°Ct NEL°W Y"' - '--- •- -----'•---•.- --• f 1._0.5'TOPSOIL i ----"--------- - • -' 13.d.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPEOFIED THICKNESS. FINISHED GRADE 1.5.HOLD DOWN FOR PAD 14.AFTER THE SITE GRADING IS COMPLETED,IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS.CONTRACTOR SHALL ,1:1,2:TNESAP,,O,R;g14,EE/Cs7 SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR.OR IMPORT SUITABLE ENGINEERED FILL • ,,''/ IF REQUIRED(TYP) ".LARCEAATCNO:RHA=CrALS it.DETEER);141TfaNitri.OXI01:=74,ZETZAEgS°Ti CMC)ANYI:EDIXIIREL)NTOLgTIZITT THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUt ROADS ON EROSION AND SEDIMENT CONTROL-SITE EINI.1.1r7 TYPICAL SINGLE FAMILY SLAB ON GRADE(SOG)BUILDING PAD GRADING DETAIL mimilesisemilememe MAr.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVF RNING AUTHORITY OF EACH ROADWAY CONTRACTOR SHALE POST WHATEVER SECURITY,AND COMPLY WITH ALL CONDMONS WHIO4 ARE REQUIRED BY EACH GOVERNING.THORNY OF.CH RO.WAY. ITESSITUONIINEED=2TFIYCHETOFTATATTIrSCONZIIR:FIER:ZYD=TeZTAV%ifkg1=UZ=END$:ROL:A NE NOTES: 'SATEATrECE=3r2E7D11.NXT41:17..ON 71/%1L7 TFII TErVill°E'STA OERA=VEE T7TCINI/NME:R'SITAYTERSLETNISI'Xitt L.gin'N D 1. PROVIDE 0.5 FOOT SEPARATION FROM WALKOUT ELEVATION OR EXPOSED OPENING TO FINISHED GRADE AS REQUIRED BY THE BUILDING CODE. WINTER WHEAT SHOUI 0 Bf Sf I rum BASED ON THE TIMT OF YEAR THAT THE MIX IS BEING USED.OATS SHOU DM 2. THE DESIGNATED HOLD DOWN SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT(SIDE LOT LINE TO SIDE LOT LINE). :`,`,1,04'1".",",sliF Ti",)%ucsTE.D.rinE,"Pr-L'51EEEILlertiAl'El'sArrSITrv■E'ir CZNATARA=Tr=i)EBA(i!i'ffa 3. SOIL CORRECTION FOR EACH BUILDING PAD SHALL ASA MINIMUM BE COMPLETED THE FULL WIDTH OF THE LOT(SIDE LOT LINE TO SIDE LOT LINE).ON V4E.ETAS=1 rS'OITAAIrl Elf>. SP FD AT 12 POUNDS PER ACRE SEED SHALL BF WATERED UNTIL A HEALTHY STAND OF CORNER LOTS,SOIL CORRECTION FOR EACH BUILDING PAD SHALL BE COMPLETED ALONG BOTH SIDES OF THE LOT,TO ALLOW HOME TO BE CONSTRUCTED ALONG ENTIRE FRONTAGE. 17.Esi,(it:TE/C9EGO WITHIN THE BUILDING P.AREAS SHALL BE IN CONFORMANCE W.HUD/FHA PROCEDURES AND DATA 4. :,,,,=JiliZGRPTA0I/M.A,YA:IrEi=;,RcTFT,:;IN5s0,,FuEjEcTTligN11.,17,1,1E(FROM FRONT TO BACK)AS SHOWN ON THE GRADING PLAN.CONTRACTOR TO CONTACT VIEW THIS ITEM. ".RA'ffT=AA=RSI11EL(771==f7ETRiti)f F0BC?(=G7.A=CCACLICTAA7TiOCr:'S If1DLSOILIEBB"■;iTfiCg.HTI=FRiE0 2 f=vtERMEXTT.:0 TEUXErC1E/ARITLi(FSNii::GIATili EP IR:STIADLEL1701SNOnEj1C.T(inZ(ES)===01.:1(Tgl:F'10=ArlCE .46...:__., CALSambatek '':. www.sambatek.com Engineering Surveying!Planning I Environmental Summary Revision History Designed:N. Approved:DS Phase:PRELIMINARY Drawn:NRH Book/Page: Initial Issue:os/29/2016 No.Date By Submittal Revision Certification I hereby certify that this plan.specifkation or r was prepared by Client me or under my direct supervision and that uly licensed PAXMAR professional ENGINEER under the laws te of Minnesota. t.I Nathan R.Herman,>‘- Registration No.479 lia. IT appIrcabk.contact AR,.signed copy of this plan which is available upon request at Sam k's,Minnetonka.MN office. Project RIVER PARK FOURTH ADDITION, ELK RIVER,MN Sheet Title PRELIMINARY GRADING PLAN DETAIL Sheet No. Revision C4.04 Project No PAX 20460 NOTE TO CONTRACTOR LEGEND' SEQUENCE OF CONSTRUCTION t w THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL PROPOSED EXISTING PHASE I: THE NOTICE OF TERMINATION IS FILED WITH THE MPCA,THE CONTRACTOR MUST UPDATE THE SWPPP, CURB 8.GUTTER't 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. .:r INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, , SUCH ASADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED.AFTER FILING THE STORM SEWER ��--�� 2. PREPARE TEMPORARY PARKING AND STORAGE AREA.• • NOTICE OF TERMINATION,THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS,AND ALL 3. INSTALL CONSTRUCTION FENCE AROUND AREAS NOT TO BE DISTURBED. 1. REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER,TO BE KEPT ON FILE IN ACCORDANCE WITH THE CONTOUR ^.02..-..., •$197 4. CONSTRUCT PERIMETER CONTROLS RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. RIP RAP 5. INSTALL INLET PROTECTION IN EXISTING INLETS PER EROSION AND SEDIMENT CONTROL SITE OVERFLOW ELEV. EOF BMPS SHOWN AS A RECOMMENDATION.CONTRACTOR MAY PREPARE ALTERNATE PRACTICES FOR 902.5P• Kam�E$�w. STORMWATER&SEDIMENTATION MANAGEMENT DURING GRADING,WITH PRIOR APPROVAL OF THE SILT FENCE Fa■ �SF� �SF� 6. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEER TO PERFORM INSPECTION OF BMPS. C/�� ENGINEER. SILT DIKE ��50�4■�SD� GENERAL CONTRACTOR SHALL SCHEDULEANOCONDUCTSTORMWATERPRE-CONSTRUCTION all befogs you dig. UMITSOF DISTURBANCE MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING (OFFSET FROM SILT FENCE FOR WITH CONSTRUCTION. GRAPHICAL PURPOSES ONLY) 7. CONSTRUCT TEMPORARY SEDIMENT BASINS SOIL BORINGS ST 3 D 8. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES(DIKES,SWALES,CHECK DAMS, DIRECTION OF OVERLAND FLOW `�� TEMPORARY SEDIMENTATION BASIN OUTLETS,ETC.) 9. CLEAR AND GRUB THE SITE. TEMPORARY DIVERSION _.... 10,BEGIN GRADING THE SITE. • -}jj� + VY� 11% ext•�l' " \ L a y`" Z -�i, , `: �.. ^'\` � C,< DITCH 11.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. i 1I I ilI�"i I I i II I, ti ��'•" ,,- ,...,,/ �,- `�� Y\\k �t� \ -,\-4 / �v _ DRAINAGE .... °' �'V- -� �-�M.K/ y/�/ �/ „ � �'/;,,,`:� �-•'.\.q CHECK DAM I I Ili , Nj 1 " /9 a" \...\ 4 \ ik / 7 \ 44 LIMITS OF DR I,_d '� _^ -_ -or„ :'/. \•\'- \ \ 'V\ N� a )\ _1,,e, ''•\,i '' �YYY�/fJ/ \ j 4 .1�'•1J•d,�• SUB.BASIN PHASE II I�I�� 1 -1x'� V�ti ' �\\� t�\ �`\,r \ /iJ \��./� exia 4`�mr�� 1. TEMPORARILY SEED DENUDED AREAS. a• .-, 1 -t, Q��y Cj /.0 rra► 810-ROLL j � ■ ----, y=°'`$ \ ^� / '" /_ h ,_�\ r/,[•t>� O•.\ 2. INSTALL UTILITIES,UNDERDRAINS,STORMSEWERS,CURBSANDGUTTERS. �" "�__ ': !1 \ \\ >\ k / \ `.�( / .� <i:''\�'\ \ INLET PROTECTION DEVICE 1 j 0 3. INSTALL RIP RAP AROUNDOUTLET STRUCTURES. I �� !I J- \ \ f \ '�o \ 'c jr « 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. ,(�I - t-\, _ - i + /tl 1 \� `I \\\` \, �1 'a•�, •\ •�• ,,,,,,,‘,,,,,,,w. '\• INLET PROTECTION DEVICE 2 rP2 �- �_1 ��Ai-,---- . ,e \! __ � ��/'� � :`d`-`• / / � o 't� 5. PREPARE SITE FOR PAVING. r � �- � � 1 1 `� 1 [ a � \i,� \ � 6. PAVE SITE.�_��t/__I��''`(�`��-1I �I�--� \I�� --'�\ `�� [Zr,/:..�- \ \ (.7 1\� 'IS�^'.�,/ °�\x/�.. /' `�,� // �\ !s�`br �' \i I INLET PROTECTION DEVICE 3 GO l i l a \/ `�'i, `•• ` ,, .t•,r+l0 7. INSTALL INLET PROTECTION DEVICES. 1/r �_ ,'L. \l ,, ` `^t,�'- ,, .- / ', 9 / / ,,„,„,„„,0,,,,°' / 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. Ir/ , 1 / J J I- r l 1 ` \i y 1 1 Y 1 Vii++ / //�Jy , ///m INLET PROTECTION DEVICE 4 f* . 1 •-i- -- I 1-1 -7---� \ \-,-,d,..\.„\'1 "1 1 1 i 1 I E I\ ) / 7 9. REMOVE ALL TEMPORARY ERCKION AND SEDIMENT CONT ROL DEVICES ONLY IF SITE IS (eta, `' TEMPORARY STONE (v t �� p -+ /Iry 1 1 [ , ,' M CONSTRUCTION ENTRANCE STABILIZED) �' 4.�..1 I •�z''y'e'�,�- '� / ��'^ -i9�( 1 39k. 1 /'t�� -,- '� � O � / �,.�� ✓ / � �Y' 936 Vf I•�.(°a. ... r g' ° \� ^ v�- I �•l i , vwy�/ /�/ X''.�/�F✓/ �\� y++� _ �. vii/�g 'EROSION PROTECTION BLANKET I T W- -- 93fT 6 I I I II I /• / ?�' 1/j --7' .- 1: 15 s Iy ,. -�, _--,1 3,rt.t I oil ( f I �1I I, ,i, .9� ,/ 4 N, �-,, / 1�/>' ? .:-;��1 -f , •,.6,5 .35.4 I:F 935.4�t•F;(35.5+.: 936.1- - *•-I/ I)FI'1-- -_--//I. /' //A ff // f /.G ) rr ' ,.�` \\�„ ..�e-r:vA.,,I.,IIY Iro.xvAr.N-.w �...1.(FUrc.l,a l A'S. 1,, :w (v �a;.r1,IM V:.A 1 •.9y9 �0938.0..�D838.Ohf'yyyy�'+� '�' 1+ -�'6. _ � � r)��-_ /J / �� X` �� /\ \ % \ LtI N1..FA[/.N 1 I'i .IANI AH t2 e t1 NA,�[4:\'i(Y N ( Y.AIA E INy'1!i,tt r 1 ,y I %Qpr a (//'// / l i� TEMPORARY SEDIMENT BASIN Ah w'„(+::iNrtwl�c,-'''''''""LLYAw..:N'FA •1 1 cl ( r`,%'w N t s,ailN lN' '-'.';\I A`__-``I - J1 1 /I -.J „I /A' /// Y ////'� � / /,., ! p-�'Q .r� "r,r I. 1M/ 1�•- ``,• 1" F//`1�^ \ / xxx 12,��7{P,'./ •V//' o>\ f/♦f/�/• 1 :, ,'•i- ,J/(�/- '''''\9:A1 hE.:',n, ..;.∎, NI,WT)ANJ _,•∎ A II ," `,�2.I'.AAMANVM.-:',:i.-,,,� •l.,I/• • it/ • 1f^ •.t••' •y I .�1 Op9-•.Il]��1 ��' J I , N/ '� � T// .(^, �j�,,,,�V l/\. ///7'+., ( 1�+. .� ��/ ,'�* lrl I), ''•�^._•�J19'41.1,', (A 1111 Q �;/ ; ^.,�{� ��l %'��// ,��/ / Q\1/ J�/��`4. �Y //r�� l['NiM.^:•i1N..NiIM.AM::NANf:.[W1 N F(9 1rM.MilYl. 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A . -._ 1 r , 0 1/ i .� /1 I I SCALE IN FEET , - -/ �`I1, \'\�\-";1 I ' / a�i j 1 _ 1 1 , / 1 I (i 1/ (•" ).- ;' 1 - 1/(�` 1\ ' th Summary Revision History Certification Client Project Sheet Title Sheet No. Revision "1 Iherebyartilythatthnplan,specdicationorr was prepared by PAXMAR RIVER PARK �` Designed:roRH No.Date By Submittal/Revision me or under my direct supervision and that oly I tensed PRELIMINARY EROSION A roved:DS professional ENGINEER under the laws a of Minnesota. 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Ws,Minnetonka,MN office. i I I 1—DEFLEC tOR FLA'L /I ^VER,OW• CENTER ':7`N.TEP.AStrMJL`! Vs':%if MC::;r!F.E'Nr':pCEMENT{n-nceeta} ,,---„,RFL:1W 2-'OP C>F” ti ,EOTEXTILE=AeRIL .. J' ;+ C I:RB FKIK •• ': ::0,;PACIN"--SEE NOTE. ti t :•,o.: •1:•: A!If:lt:AY!:tif R7A(i!!+f.NC'H. � s � __ :•'; �B•'" ?A:,KF4L WI'H"A!4FED '(}" F( R Y �L 0.8.:V.*:.p� ir J, VA"T14A1�Q" ,e jy r •...:o a :•+O' is� i' �`` ..o�o�e o0 1 r 5-MIN, .1 l i;::•0 Gip / , ` •�;°oo o• 1-_-L-._._---- --i._T. . 9.10 .G.d.... xii, .vi,,,,,n,..--,,,,::,,,,,,__, --,,,,------ ----4,„ ,;'/---,,,,, '---,, ,,,,, ".� }a. ..r......8+MIN. ~'�� r ; r� �f !j.• �.. '� �. NOTE: )l l ��Ck..3 0. ' 6-MIN. ��4% F � r�*t �n`ti``4� ! ' .. „f�,�f,`t PLAN I.S11_T aro: CO'd,Ro F WITH rUPP0 T CR"'r' PO.,SHALL ill:: / _..41.4AtMi l:IPA,►y�r. ``'',,,,,s, 'f'C"'L or\∎ �`"•�'�•, 1 r ',•'�'' - ,ACE.O AT 1C 0+'I S AND TNV"N AT EAST 2 INTO THE GPCRINP. J r s�'^�*�'i��P • sr • ,��/°'1* DRIPUNE '.M..1 FF.NC.'F,(N`r RUB.'EC MtHOU•SUP,,PI FENCES,POST SHALL.HE. .4, r `TAM Al 4'OR..E�!;,ANG DRIVEN,-,LAST}'INTO THE(10LING. �) I :� r'- 4'SNOWFENCEW/ POSTS @ 8'O.C.(MAX) AT DRIP LINE OF ODELN(:C;3t1C/ OUTERMOST BR—+/ OR EQUA LOCATIONS PLAN FOR ..................................... •"SHREDDED HARDWOOD .. .:''... ............ MULCH.REMOVE VEGETATION ..............:............,.:. ROCK ENTRANCE NEED,TO BF tNPLACF(MIN 10•IN BEFORE INSTALLING MULCH. LENGTH)WITH ENOUGH MATERIAL ON HAND AT SITE TO C.PLETE TO GARAGE AFTER BACKFILL'N ORDER TO ELEVATION PASS INIT....INSFECTICN REV 7/2007 REV 7/2007 REV 3/2 10, NOTE:TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED TO ENSURE STANDARD SURVIVABILITY OF EXISTING TREES TO REMAIN.NO HEAVY EQUIPMENT SHALL BE STORED • STANDARD SILT FENCE p '• ROCK CNSTRUCTiON�VM tCE STpN�ID11R0 WITHIN THE TREE DRIP LINE AS DESIGNATED ABOVE. INLET PROTECTION STANDARD 2009 E 81111.DN0 FIERWIT N0 FOR CATCH BASIN (IP2) " 5 TREE PROTECTION DETAIL yr . v_ 2015 2512 . , D (RECOMMENDED SPACING I D=(100XH)/2) WATER FLOW _y Z=91 ��-1 GENERAL RULE FOR SPACING: ....."....• 4,4 H THE BOTTOM OF THE UPSTREAM '1�`°y+•.�'�-� / BERM SHOULD BE AT THE TOP OF I "V'• THE NEXT DOWNSTREAM BERM 2 ACRES OR LESS OF DRAINAGE AREA 6"1 SIGN TO INDICATE THE ��r--.. LOCATION OF THE CONCRETE ��- WASHOUTAREA GROUND SURFACE ~_�` 'n BERM AROUND PERIMETER FILTER FABRIC"•^ -� , 12"MIN 12"MIN 2.-0"MIN 2"3" (DOWNSTREAM VIEW) ///%%�/%//., CLEAN STONE COM PACTEDEMBANKMENT H: L:H SIDE SLOPES NOTES: 2.10 ACRES OF DRAINAGE AREA I. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT 6"1 ON SITE. 2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 30 MIL THICK PLASTIC -77-77--77T- OFF 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS - OFF PAVEMENT. 4.SIGNS SHAH BE PLACED AT THE CONSTRUCTION ENTRANCE,AT THE WASHOUT AREA, FILTER FABRIC ~ AND ELSE WHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF Tf1E (DOWNSTREAM VIEW) CONCRETE WASHOUT AREA 7O OPERATORS OF CONCRETE TRUCI(S AND PUMP RIGS. 2^.3^ 5.TAHS E sCsRA T WTA:g VILL Y BFO R EWAASIRED D ACNO7N .GED'CEANEDOUT CLEAN STONE 6. AT THE END OF CONSTRUCTION,ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. FLOW 21�,-/ 21 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED,THE DISTURBED AREA SHALL BE - SEEDEOAND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. RIPRAP �J CONCRETE WASHOUT AREA ROCK CHECK DAM N.T.S. N.T.S. '—' Summary Revision History Certification Client Project Sheet Title Sheet No. Revision `kstsDesigned:NRH No.Date By Submittal/Revision Ihereby certify that this plan.specifkationorr wasprcparedbY PAXMAR RIVER PARK EROSION&SEDIMENT C 5.04 � Approved:D5 a PhaSe:PREUMINARY L Drawn:NRH Nath Book/Pag J J Re`pptrable.cOtact d ELK RIVER,MN Project No PAX 20460 EnpMeeAng I Surveying I Planning I Ernlronmentr'!I Initial Issue:o5 29 zole Ifa Ilubia,coMKtwelsigned co ofthK en whichlsavailable upon request K Sem k's,Minnetonka.MN office. 11- ■-, 9--. GENERAL GUIDELINES FCII SPACING OF rifs-L-A)N., A .z,k TUBE TRENCHES FOR SLOPE INSTALLATIONS SLOPE GRADIENT TUBE INTERVAL 6"FREEBOARD AtgidgMftkkin. ,, #V.IN.. 6" . ,, 1H:1V 2H:1V 15 FEET 25 FEET ,i,..?y• DESIGN. ',. •-,41.::.:4.,..1..,.f,:,.:::.:::,.:.,::: 3H:1V 35 FEET gi.......11•111 r'RT:,:',',"RIREY,"""'w"" GENE RALENOTEAS0:r BE cc.puTE. .: •07..,v).7,,,,,,t;,,,,,...,,,,,t NOTE I A4S'.# \" ^' .""A'V,4011gr,„, :::::::::,..• ....,,, ,.... ,,,,,, ,,4,01, 0. 4H:1V 50 FEET TO MINIMIZE PIPING AROUND DISCHARGE ...'.,, ,' ,,,,4.4„,(1.fr,i,* '.. .141111 -1'-i"' ''' 4-.4' >•›,i;! G NERAL GUIDELINES FOR SPACING OF IIMMil PIPE. & dIP'.1" ic9' I TUBE ETRENCHES FOR CHANNEL INSTALLATIONS SLOPE TUBE INTERVAL ..,...1 2.PROPER ORIFICE OPE NING MUST BE FS,I.AETC,ToEND,LCSAITT=DIAZIN CORRECT AMOUNT OF T ME MOD( CONDITIONS WARRANT A.ANGE. TYPICAL PARABOLIC DIVERSION -0, ,--...,-. , ,41116ft 1"111p■''' 2% I 25 FEET ORIFICE OPENING INSIDE THE 3.EMBANKMENT MUST BE ODMPACTED TO DESIGN SPECIFICATIONS. . .. .4.1.--4!;-:..:.:,..... ,, -- ,,,,,, HORIZONTAL TUBE WITH A 4 EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED MID EROSION PROTECTION ....11........,....(:' , lillig 0 :if.;cils,%.,TigENS,w iTH FLOCCULENT PER MANUFACTURER'S %II 111 Ea CONSTANT HYDRAULIC HEAD INSTALLED. 10%SETTLEMENT sV*01'.1:.I..:•.:::..:i...',4i1•1,.•'-- $1 M. I SCHEDULE 40 PVC PIPE 5.EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT .W,,,,0 I..1,If.i.•,,,,,,„ liw- '',;)".4............•:••;;•..--:-7.,... al° -- 6.FA:PNIFER.ASFIVAERNEDGLEITZRNLY ITIANSURE IT IS FUNCTIONING IN A CORRECT F/-'1%-•"2-•••• ,,,,f‘• _...............,_,........ "fg;*;::-.::::•-•••-:•••••- -'--,-","..., n.a.N.0W. LEAVE 2 TO 3 INCHES OF STAKE STICKING UP ABOVE (BARREL OR ARM) 7.EIGHT SIZES OF SKIMMERS ARE AVAILABLE,REFER TO THE FLOW SHEET,CUT •1 R EEBOAR s Pr. ./''''',...41111111111111111 . .....,....,_,..„.7 'ItZ,,,......._. Ali, ' LOOSE ATERIAL U p5,T,RTE,Piri _ I ra FLEXIBLE HOSE EARTHEN EMBANKMENT •'?44•41.,•*,,,,w,.,,, ...4.,,g,,,,,:" - :#4.,4.. '4'.• • g FLOAT EMERGENCY SPILLWAY 6-9 INCH 1. PREPARE SOIL?EFORE INSTAWNG BLANKETS.INCLUDING ANY NECESSARY APPUCATION?UM E,FERTILIZER,AND SEED. - 4A/N•' 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BUNKET IN A 6"DEEP X 6"W.TRENCH WITH APPROXIMATELY 12"OF STAPLE FI'W TU',ES , .,,,,, PVC VENT PIPE BUNKET EXTENDED BEYOND THE UP-SLOPE PORTON OF THE TRENCH.ANCHOR THE BMNKET WI.A ROW Of STAPLES/STAKES ,i,,, ---* / ., 6"(MIN) TYPICAL TRAPEZOIDAL DIVERSION ::TOTO"XisLi■cicrsiOnTicr g,OrTiTEZPZ:t:GHLZ:ZfrO'F=Er)BL"OtElMIDINNDHCOTPRA=.ftITRE STAP ES PLACED ABOUT :, 1 INCHLUPSTREAM OF TUB:11111211111M EMBEDMENT TOP VIEW iT4110,,, SCHEDULE 40 PVC PIPE FLOAT BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"APART ACROSS THE WIDTH OF IAA% (BARREL OR ARM) TH BLANKET. PVC VENT PIPE ,_ L 3.ROLL CENTER BLANKET IN DIRECTION Of WATER FLOW IN BOTTOM OF CHANNEL BMNKETS WILL UNROLL W.APPROPRIATE TUBES THNW.TAOCIOUN M D AUFCTTESR. 4,1410111‘. FLEXIBLE HOSE NOTE 2 S.AGAINST THE.IL SURFACE.AU.BMNKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN .6 SETTLEMENT APPROPRIATE LOCATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. BEFORE INSTALLATION OF TUBE,SMCOTH AND SHAPE EARTH I Ui, / SURFAa AND REMOVE ALL STONES,ROOTS OR OTHER DENIS illZ:.77.enno=', • 4.PLACE CONSECUTIVE BLANKETS END OVER END(SMNGLE STYLE)WITH A 4,6"OVERLAP.USE A DOUBLE ROW OF STAPLES • AS■Ile ■Ii_ POTENTIAL FOR PIPING CAN li.. GRMTER THAN 2 INCHES IN DIAMETER STAGGERED 4"APART AND..ON CENTER TO SECURE BLANKETS. ‘..lat-1111111 OCCUR.PROPER DESIGN TO 6"FREEBOARD .,,,,,i..'.,....:.:..:::....,.....:,:,.,..:.•1,.,',..,„,. 5. FUU.LENGTH EDGE Of BLANKETS AT TOP OF S.SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES A MINIMILL DISCHARGE AROUND ,,,,,, S I G N '*<".S'%V V V,,V NS.V.,' APPROXIMATELY 12"APART IN A 6"DEEP X 6"WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. 6. ADJAaNT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4,6,DEPENDING ON BLANKET TYPE)AN D STAPLED.TO ENSURE IE INSTALLI7J,Lct,t="T.16Tu7E31g= s. 1 PIPE MUST OCCUR. Tit...,,,, 0 '•\,‘,;.::',;,,E1.''''" et4Z/Z.Z' 4'9 \444N;ci,,g'' PROPER SEAM ALIGNMENT,pLAcr THE EDGE OF THE OVERLAPPING BLANKET(BLANKET BEING INSTALLED ON TOP)EVEN WITH TOTES THE SEAM STITCH ON THE 13LANKET BEING OVERLAPPED. WATER ENTRY UNIT END 7.IN HIGH FLOW CHANNEL APPLICATIONS,A STAPIE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT(9m-12m)INTERVALS.USE 0 I VIEW TYPICAL VEE-SHAPED DIVERSION A DOUBLE ROW OF STAPLES STAGGERED 4".ART AND 4"01.1 CENTER OVER ENTIRE WIDTH OF THE CHANNEL MWM=Sk'm. • \.• ' a. THE TERMINAL END OF THE BMNICETS MUST BE ANCHORED WITH A ROW Of STAPLES/STAKES APPROXIMATELY 12"(30cm) OOT OVER.•', 6 TO 8 IN.WIRE STAPLES A11.11.11.11.11.11.111.1tAilliaill.11.111.111.11.11ablItliller,,, APART IN A 6"DEEP X 6"W.TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. SPACED 1 FOOT ON CENTER NOTES: 9. MACE STAPLE/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE 6-9 INCH TUBES '8,..... leii,t;.....4. ., DISCHARGE PIPE MAINTAIN DEPRESSION TO ....11=111.11.111. I.REMOVE ANY EXISTING VEGETATION AND APPU.TION SCHEDULE 40 1.!.11,!,',' MIN'I"CHABECCE0a1FItTG'S= SCARIFY OR BENCH ADJACENT SOILS PRIOR TO 1.6.41.1111.,....4141, PLACING BERM. 2.BERM MATERIALS MUST BE ADEQUATELY =i4E:ir .O NOTES: COMPACTED AND STABILIZED. CRITIC PINTS P 1 LZEFSESDDIJIANUSBTE=ETTIEN CCIEI STAKES SPACED 1 FOOT ON CENTER A''''A'Aft''IA"' '::°"=A1:1;;T:P:1:CIii;I:FINNE'Ys'ut:Rf‘lit''Cl'ir UPSTRMM AND CflIVE STAKES INTO TEMPORARY DIVERSION DITCH == 1:ZETZuJ:,TTDRMAT=7,11"a"as THIS INDENTATION 'ED FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT me • ,..■........ ,,fci= ' cPs`17.4'J'Ilt:r :.(ljtIRSYP:DL'fIO:Ps SINIERS E■PKtiL„7 ,, MOTTO SCALE ON.1 PLAN NCONIROL TECHNOLOGY I,.,0:71,ILILSPLL IF KAT ION FOR PROW(1 C) BIO-ROLL C) EROSION PROTECTION BLANKET , NO I ILI bt-Act .............., :STFEENNESC!Sra f"L'Y'LTIO°V13f ON/E N SEDIMENT STORAGE FINISHED G.DE • ....• ....::...,l,,,:;:.;:::::•..:::::::::,::::,.:: ::::. WIRE FENCE WITH TEE TES ,S,P0ATCEED AT 30"ON HR CENTER(SEE ,.....-,--...7.......'--- , -:.„7,7l.'71:i.:::::::::;:::::;:i:::::.•:......,....,....• .-' #141=61Wdalt,11,,M. ,...-."'----- • ,'''.. 3.1 i-•:„..i,sw0011110 FETZCTIC.X.CTil CPNOEST\:11 II771 ' ---- h- 4'",., THAFEAESTWX:FTGIE(:E°ERNOTTHEE11 ;•'slilirt.'.. 4.4,.....,. .,------,-------------,--- _--. --ien..-.--- CROSS BRACE ,;;',„....A-....7...;;.....•!4.•;_:. STEEP SLOPES(3'1 OR GREATER, ''• 0 11C".••-*'------'...Z---, ..._, :ii ; : • T•3"CT E TAIIISBTEOZ .....1.i.T.,,,..,1.14-.001:0;....7....=.1 '''.5 1 1111111 •••••z ' ,:::: :::::::: --• 1 -,-.::::. •''.::::::,- ,i.,•::.,, , ,,,,T.,,,,, it,4titit:t':;',,•'IV""4=-7-----177.7 ..AV:,.%7 I,,e'.-. 2,4,00.1 '''.•:' ---------...11 "•••••2 1 II 1 i 4.A':•';Vt.;4.41illre. ',S,‘:e',..,.eii..q.S.. '.."S.4.,,-'''''''''' AV.; •, -- 0.0.,9111. ,Iti, ...••' '41:laIIIIIIIIIppsr •-•...-''''''. 14.4',4.7. WIZ I=E 11 1 i ' tet`iiitIe.-..f A ......1,,:re.1........- •2.1'.1. 0.'40 STAKE .••is: 9-1 t..:1'. -k,eire•r4,rs t.'"?se4Ze. ,-,,..f..0%;f:4,44%;:ose:A_,- -,,r. VItt,,:;.7.V.47.1jirAiiliitk-- ---1=7. 1C111F ,,..,,,,t',,:,::-%,,,_!..■,- ;,.-'''''---9, 1: RIP.P ..,:11-7;;T:.:,:::::=::..774-7, HMDWALL LESSER SLOPES(LESS THAN 3:1) FENa MATERIAL •....,::,::::::::::::::::::: TO ADJACENT STAKES W. RIP.P .. /I rf,,ffiff,f4,, pipE. PURPOSE: \N ISI glEICIELIEGEIRE=TN SDCEEFCOARTINXII=FE CR'lliLLISVI EIRLEf:YCFAUEOIVNUSNOFTRIFEArRNOUVESNTGTA'RE TO: EXTEND SILT FENCE s_1,.... . PLAN •REDUCE EROSION POTENTIAL BY DECRMSING RUNOFF VELOCITIES 1,0"INTO GROUND •A504 i. POSTS:2 X 4 WOODEN STAKE FENCE: •TRAP SEDIMENT ‘-./..... . WOVEN WIRE,14-1/2 GA.,6"M..MESH FINISHED GRADE •INCREASE INFILTRATION OF WATER INTO THE SOIL OPENING FABRIC:IN ACCORDANCE W. •AID IN THE ESTABUSHMENT OF VEGETATIVE COVER VIA MOISTURE STORAGE ASTM 0 M61 LATEST EDITION. RIPRAP HEADWALL 3, 8IPRAP pip, GENERAL NOTES: S :IETILEITA CLEAN S3.0t:E ,,,,,, ••Isr.,. ' --a ,,,,,,,,,:f. 1. PROVIDE A ROUGH SOIL SURFAa WITH HORIZONTAL DEPRESSIONS. 2.CAN BE COMPLETED WITH A'MIER OR OTHER EQUIPMENT WITH SIMILAR EFFICIENCY. T f-:V.-.401:04 sr..+740,4. 3.DURING MASS GRADING,MAINTAIN SLOPES IN A ROUGHENED CONDITION WITHOUT FINE GRADING. \ -1., ....,,If.r.,grsel... .- - - .. 4. SURFACE ROUGHEN!.SHOULD BE PERFORMED AFTER FINE GRADI.. 1.ATTA.THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE(SPACEDHEVERY T. \‘, 1.5•Pr/ v /\/\/ 5.ROUGHENING CANNOT BE USED IF SANDY OR ROCKY SOIL IS PRESENT. 6.FILL SLOPES CAN BE CONSTRUCTED WITH A ROUGHENED SURFACE. DEIXOTAILLT 1470=ETSHCRIO=THEAFSXIT Wit:AACHEF%WfalET'AT MT'"19:XILIAtLer/1-P2R7AC EACH ,\ - \ \ 7.C.SLOPES THAT HAVE BEEN SMOOTH G.DED SHALL BE ROUGHENED AS A SUBSEQUENT OPERATION. 3.T=A°NSCEEC8THI CAT IISEEPT VFORE INIAAST1:10ITAELDAIT=ESN/TP rDNEE:TSTI OEFYZICAULLMBUEMTETZIZEVIMSASYNNOICT''''STh- /\/ /\/\/\/\/\/\A/\/\/\A INSTALLATION AND INSPECTION AND MAINTENANa NOTES: EXCEED ONE-HALF THE HEIGHT OF THE FABRIC.MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO MN DOT 3733 TYPE V PREVENT ACCUMUMTED SEDIMENTS FROM REACHING ONE-HALF TIE HEIGHT OF THE SILT FENa MATERIAL ABOVE GEOTEXTILE UNE R FOR 2:SAENEYSITSZ=EXTVAT=CRE LAI ENICNEARCTILVI PFIORI N.G..F __THAN 14 CONSECUTIVE DAYS-OR LESS PER EN All GRADE. CROSS-SECTION SEPARATION 4. SILT FCE INLETS SHALL INCWDE WIRE SUPPORT APPLICABLE MW(S)-MUST RECEIVE SURFACE ROUGHENING IN ADDMON TO THE IMPLEMENThTION OF ON ON OL MEASURES 3:gl'EASTS),AZ:LILITTSTAELTRHOSFIll20::T.:1;HAT IS,ALONG THE CCNTOUR.(s. SILT FENCE INLET PROTECTION(IP-1) ROCK PIPE INLET PROTECTION(IP4) :. 1°1ULTZ:TZ:ENE:Antir), :EF"PZTABEgLE g=.RIGID sHAN TO TRACK THE SLOPES.ACCORDING TO THE DETAIL 7.IN ADDITION TO DAILY INSPECTIONS,THE CONTRACTOR SHALL INSPECT THE SURFACE ROUGHENING AT THE N.I., FOLLOWING INTERVALS. :1:111:114TTEELLYY EFaLLgrIft ANTYTURNTETTNI"G. SURFACE ROUGHENING Aik.----, tittSambatek Summary Revision History Designed:NRH Approved:DS Phase:PRE U MI NA. rawn:N. I' www.sambatelccom Book/Page: EnglneerIng1SuneyIng1Plannng I Environmental Initial Issue:o6/29/2o1.6 No.Date By Submittal/Revision .,'Certification pi hereby certify that this plan,specificat;o0was prepared by Client me or under my duect supervision and th.t uly licensed PAXMAR rofesmonal ENGINEER under the laws te of Minnesota. IT Nathan R.Herman fiti.\ -- RegIstration No.479A... e: tf epplicable,cont. wet signed copy of thn plan wluch n evadable upon request at SambM7 Minnetonka.MN office. 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Aesppiroved:DS phase:PREU MI NARY Drawn:NRH Book/Page: Initial Issue:06/29/2016 No.Date By Submittal/Revision Certification I hereby oertIN that this plan,specification or r was prepared b, Client me or under my direct supervision and that uly IKensed PAXMAR profesreonal ENGINEER under the laws e of Minnesota. Nathan R.Herman fi,),>‘-- IrReappT:n.ctettm79#..--e.......---copy of this•plan wh.ch is available upon request*Ss .s,Minnetonka.WM..). Project RIVER PARK FOURTH ADDITION, ELK RIVER,MN Sheet Title PRELIMINARY UTILITY DETAILS Sheet No. Revision C9.02 Project No.PAX 20460 . ■ f,;,,,,,ALL DNC LEN,TH,,,wATL-Frt,,A,N '1,..._A■71-1 1,4E A5,-.4,..A, . 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CLASS C PIPE BEDDING 3405 ., El t 1 : .- VALVE TRACER WIRE DETAIL PLATE 3408 0 I :0.1.1 .- 1 4000 'v' 4006 rt ........... .. ..._ ....................... _____. , It Summary Revision History Certification Client Project Sheet Title Sheet No. Revision Designed:N. No.Date By Submittal/Revision ,hereby certify that this pia n,specification or r A..veg..,OY :; Vambatek Approved:DS Phase:PREumiNART e or under my direct superwsion and4tipSduly licensed rpnrotessional ENGINEER under the laws te or eso„. PAXMAR RIVER PARK PRELIMINARY UTILITY C9.03 ‘v. FOURTH ADDITION, DETAILS .,,,..‘www.sambatek.com 'Z.aok'n/:PNaRgHe: Nathan R.Herman(„), RegIStratIon o. Engineering I Surveying I Planning I Emfronmental "al Issue:'1""°" if applicable,cNoottrAo*wetesigned copy of this plan which is available ELK RIVER,MN Project No.PAX 20460 oPoo request et Sem k's,Minnetonke,KAN office. . , , . • •s' ---,..,..,.,. c., — si — ,,, , ,-- . MI BEND A UNDISTURBED I lel!ill IV 1 lel! 10 1, ., 1.1 , CONCRETE BLOCKING .,.. ..ti. SOIL ?)=--- --... 2 ' ...00 VARKFR MI.— '. '' ' s' r■Wr:TE,...E F e_iT PA,...F,EN s',.. — UNDISTURBED SOIL ,•-r ,,,, CONCRETE ..„ ,1 _, ..i,frfs ST.P-- ....,T, SVENGC S.' ,.. , 1 ..,:),.,,,. , ,, 4 A TEES 1 5 0 0 DMEGALUG A •f." s enotes ....' , .■,....... . ! '-'-' ' (0 - .'. ;11 ,6.,..1 I I , ,,,.,, „. •N., :,,,M.1 TEE ' .. --- , 7 ,.. ,.. :, a : . ,-„"..Irr.. ,..1,,,,,,,,,,,,,,r,_ ' , .„( '.... i ,,,, :, 4.,DENO--, / .,, ,MIN,OPE 1/4,,,z I ,/ ' ,:l -----:"‘'''':' ., ' ,,/If "•-11,1:, PIPE .,.x , ..:, _.,,....L.:A L■NEASTIMBED SOIL I , /....._.._ 4".6.AS SPEE,CD TABLE FOR TESTIMURE DIA. A B PLAN VIEW : DIMENSIONS A&B VARY ACCORDING TO PIPE SIZE&TEST PROCEDURE , . \ . i[4,1 ill+ill lei I I \.—/ I I, • I, I -..1 I i 1111 I I IS I ,,, I, HYDRA:T LEADS ,\, ;,--',..WE, 'Nlf-V71.2." CROSSES "." ,3,N'i CONCRETE BLOCKING CONCRETE BLOCKING CO I \C,/,‘"e...„, 7 t,s4,N Si■.,,, it %. '—TEE OR Yi,A, = SPEC,. % ——— • •,. = ---7.. ._.1,', 1••• '. ..i ,,, , •--IEWER 1,1 AIN . 1 1 0'..0 j =11.11111111 in i s,..11 I ... 4- ....z....)....s...z. BENDS C,NE,TION,ON NEP ENE, ELEVATION 1 1 : N1.°TEMSEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 2. P.CE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 7IMATIMBOMMIIRMEMMT 3. THRUST BLOCKING AT ALL TEES,BENDS AND AT CERTAIN HYDRANTS. ---- ------- -- _____ _ TYPICAL WATERMAIN BLOCKING............2 STANDARD i STANDARD N.T.S. TYPICAL MEGALUG LOCATION... El.i',I TYPICAL HOUSE SERVICE I• SERVICE RISER SECTION PLATE NO W-04 W. C rH\/.t'S. /lb.- 4007 4008 05/06 bsSambatek 05. t4arn,' batek NO SCALE NO SCALE ,WIAMIAMILOOM .......---..---......---..-- • , ........_, Sambatek ,:, www.sambatek.com Engineering I Surveying I Plaming I Environmental No.Date By Submittal/Revision BoppDSAhes:Liswikgrr::::v:edpi:ecc:Hi: Revision History Initial Issue:o6/29/2ots Certification I hereby certify that this plan,specification or r was prepared by Client me or under my direct supervision and that uly licensed PAXMAR professorial ENGINEER under the laws e of Minnesota. Nathan R.Herman,...X. .,t ‘Ns- :=7,::::11V,f,v...cop,0„.......... upon request at Se lis,Minnetonka,MN office. Project RIVER PARK FOURTH ADDITION, ELK RIVER,MN Sheet Title PRELIMINARY UTILITY DETAILS Sheet No. Revision C9.04 Project No PAX 20460 ■ 1 1 I I --1 r -) r —1 r 1 r- ! r' + 1 1 L 1 N17t1SE m MI I, r-f n 1 1 _ 1 f - _- I I 1/ +f 1 r� �l ► - / _ 1 7 / / =1 , I l l ► ) )� / o0 7 . 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MN•D0T33.361/ /%/ m // / : ,'..)' // ....• / \\\ // N \\N /// \\ '\`\\� may*/ / / / — J\ \ / V lV / / �A�`CCESS / /.,„, ,, /_____ „,,, , r___ PLANT SCHEDULE NORTH LANDSCAPE // N // \\ / / ' ?( TREES CODE BOTANICAL NAME/COMMON NAME CONT CAL QTY �\ ��`` `` / BE Aesculus x arnoldiana'Autumn Splendor'/Autumn Splendor Buckeye B&B 2.5"Cal 12 \/ / �a�\\\ / — /_.__ir 0 ,�„\ CA Cornus alternIfolia/Pagoda Dogwood B 8 B Mal 10 \ // i / \\ / �r p // / ',, / •"1 / •:'s.�•••••:§:i••••••!; UPLAND SEED MIX NOTE // /// \\. / ,///i••i•��'�•�••iiiiii .. CONTRACTOR SHALL MAINTAIN TREES IN 1A PLUMB HT Crataegus crux-galli'Inermis•/Thornless Hawthorn B 8 B 2.5-Cal 7 r / \ / / • ::. a`:'�••••••••••• / MN-DOT 35-241 POSITION THROUGHOUT THE WARRANTY PERIOD.IF /�/ / \�\ / /••�a�•::4•�!.4':•er STAKING IS REQUIRED BY SITE CONDITIONS. // / 4•••,•`•••4:•.••i ✓ x[,y / \ •>.•r•••s•♦•..// BA.SINSEfDMIX CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" // / \ / ��•�:�••i�i%�••��•••. i♦ w•••e'••• MN-DOT 33-361/ .°/ �/ �••a••••,•••••••••- ;; ;!: •*::�:••�4• /�❖��'�White Oak B 8 B 2.5"Cal 8 ��•'-. ,_/ � � / =,-,,,,,r.,-.,,,=..------,-- /m�� J``/ // ��`k- el-- ' / Hl/a I1dIM(aIFAR IN RAl1U.R ftENUNI1f IlUl-(x 0 /�V / / r- #e;ae I.AO w.10 . R(wr HAI1 PE Ulmus americana'Princeton!American Elm B 8 B •2.5"Cal 8 �' /` ERCE c(rinnlaN vnRaR 7, "` PLACE Roo',RAIL(N uNn's'unw n al O i Zr. ,,-__11NULa II/HHE .i��, Rf,NipN SIOFR(x fRFF PIl WllII RPAIx"Y"A"" / suruxtnRF Ianalow nllxtFPUtFRSOa GROUND COVERS CODE BOTANICAL NAME/COMMON NAME QTY / /I�I {K ANING RUI,REf EN TU RI{Oa K;AII(1N,4,COkIPAI 1U 85% / �� OFMAX URNUNITWF K'lllAWINniVc T(1AR1MnenA • •• `� o1cI�IANrNOr�1r',o1r •••••••••••••TUR MN Turf Seed MN 33.3811Stormwater Basin Seed Mix 19,291sf UFF1'FR THAN ROOT HAII ♦•••••••••••• TAA''.'ss .AR(xIN1T ROOI RN.I=4.,"UALNWITIIF001 •••••••••••••♦ PRERRl1RE c0 THA I R(x1T RAI L UOFR NOI Rf{IF i ••••••••••••••••••••••••••• / 4 / \\\ \ \TUR MN3 Turf Seed MN 35 241/Upland Seed Mix 10,831 sf / NORTH \\\\\\\\\�\\ 0 50 100 OTREE PLANTING DETAIL / SCALE IN FEET NTS / - Summary Revision History Certification __11 Client Project Sheet Title Sheet No. Revision ' I hereby certify that this plan,specification or rwas prepared r Designed:ttww Revision Date By Submittal/Revision try me or under my direct supervebn and c a duly licensed PAXMAR RIVER PARK Sam batek Approved:Ds professional LANDSCAPE ARCHRECY undws of the state NORTH LANDSCAPE P LA N Drawn: MlnnesMa. `�� FOURTH ADDITION, X1.01 Drawn:NRH Joshua J.MFKinne . www.sambatek.com Book/Page: y Engineering I Registration No.53 e:5/30/16 Surveying I Planning I Environmental Initial Is5ue:06/29/2016 If pplicable,contact or a wet signed copy of this plan which is;wadable ELK RIVER,MN Project Noa PAX 20460 �'M X71 upon request at Ssmbetek's.Minnetonka,MN office. �. / , /i / /�/ / N 1 1 / , , o /i/ / 1 r,,\ - I I r,,,` -NOTES / / / / / I - ! r- 7/'ir11i in ��1(�- 'tt1 1 1 rc ^:I;/2//://ui; CO j j N N _,r\ ` 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE // / t ^ 1 ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, /�\`/ en / 4/ 11 11 N 1 I� !I II 11 II J 1 N 1 J 1 REGULATIONS,AND PERMITS GOVERNING THE WORK. � 1 lb/ 11 11 I I I! !! I I I I II !J 1 I 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS,CURBS/GUTTERS,TRAILS,TREES,LAWNS AND / / m m / J Q I ( I I I 11 1 N SITE ELEMENTS DURING CONSTRUCTION.DAMAGE TO SAME SHALL BE REPAIRED AND/OR / D J I L 'I 11 1 I I I 1,1 1! /1 1 REPLACED AT NO ADDITIONAL COST TO THE OWNER. ` 1 -_ 0 1 1) I ® 1 i ( UTILITIES,INCLUDING IRRIGATION 1. - .0___,I I+ Q + I 1 m I (1 J( J AND GOPHER STATE ONE CALL 48 H�t'i I __,,,� I 1 Q J 1 / SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OY DAMGEI�ss. r 1- ® / 1 THE LANDSCAPE ARCHITANT__ +� � q r -__ 1 J Q I 1 J/ 6. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND `=5==� �!� `�`� �� I 1 f I /J J 7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT I I� 71".• ��IIII# �� 0 _`__ 0 '� ' �R. 1 NEGATIVELY AFFECT PLANT ESTABLISHMENT,SURVIVAL OR WARRANTY.UNDESIRABLE SITE 0 L � ��_ J CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO _�l, �--�_>�� -'-�'0� , BEGINNING OF WORK. �'�.� '�'_-____-_�-.OHL © IVANHOE ST. m _-0_•�� 8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IFDtSCREPANCIESEXISi. "��__ �A ` �� QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. / -� ��Q sue► CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. �s'•'a •ie- - - �`� f a� �� / 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. Oy/ ;, ! __ _��.� _ __^__--..� „` _ -= `\�\` k 10.EXISTING TREES AND SHRUBS TO REMAIN SNAIL BE PROTECTED TO THE DRIP LINE FROM ALL 7--------. -&-. •e _'M .+a. 0.4-71, \ CONSTRUCTION TRAFFIC,STORAGE Of MATERIALS ETC.WITH 4'HT.ORANGE PLASTIC SAFETY it/ I 1 I 1 !, J`-_'_- �•`•J __ •�* Z.� • `- -, y\ FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6'O.C.MAXIMUM SPACING. \ •/ O / 0 0 II If_ m m I I m 1 _.,m._____ '��q �� \ 11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. /, I 1 ( I I I ® 1 I �s \ /\ 12.CONTRACTOR SHALL REQUEST IN WRITING,A FINAL ACCEPTANCE INSPECTION.EN 7/ /�• ,, !! ! ,; 11 11 + ;„ 0 �; 1� 0 1! 1 0 I 1 m `'� �C/ !I ! I !1 I I 11 1 1 1 J �( PLANTING NOTES: G-/[,,, / 1 1 11 II 11 I 1 II I I 11 11 I I 11 ! J 1 \ 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN Pq ! 1 I I I I! I m ` CPLETED I T 1 LA ) 1 ( j 1 1 (0 I 2. A ANULAR PRE•EMERGENT HERBICIDE SHALL REAPPLIED T/ \ _�1;L // //J'! / I DOI !I i JI r MANACTLf / r� I JI/ / / � /// ^ 7. ALL TREES SPECIFIED.MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS / i i i i i ,I i i / // /�/�5 4`* .- j 8 UNSATISFACTORY BEFORE,DURING,OR AFTER INSTALLATION. PLANTS WHICH ARE DEEMED / ///,%%/ 9 NO HS LANDSCAPE ARCHITECT.F PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY / I 10.ALL PLANT MATERIAL QUANTITIES,SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. / i i i i i d i 'i 1 i I CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT Y/// I SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE.THE 1. LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR i i i i i i Id i + 1 1 TO INSTALLATION. L 11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. • , \ 12.MULCH:SHREDDED HARDWOOD MULCH,CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER i .d 1 i i i i i 1 i DELETERIOUS MATERIAL,IN ALL MASS PLANTING BEDS AND FOR TREES,UNLESS INDICATED AS I ROCK MULCH ON DRAWINGS.SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY I.'I ON-SITE FOR APPROVAL.DELIVER MULCH ON DAY OF INSTAUATION.USE 4"FOR SHRUB BEDS, i i i i i '� i 1 }, �'^ AND 3"FOR PERENNIAL/GROUND COVER BEDS,UNLESS OTHERWISE DIRECTED. i 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO 1 I COMPLETE THE WORK SHOWN ON THE PLAN. i i 4 i I i 1 i ` VI, 14.USE ANTI-DESICCANT(WILTPRUF OR APPROVED EQUAL)ON DECIDUOUS PLANTS MOVED IN LEAF l AND FOR EVERGREENS MOVED ANYTIME.APPLY AS PER MANUFACTURER'S INSTRUCTION.ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. i / 14 i i NORTH 14.PLANTING SOIL FOR TREES.SHRUBS AND GROUND COVERS.FERTILE FRIABLE LOAM I 0 pp MIR CONTAINING A LIBERAL AMOUNT(4,MIN)OF HUMUS AND CAPABLE OF SUSTAINING I PLANT SCHEDULE SOUTH LANDSCAPE SELECT MIXTURE IT SHALL FREE MHARDPOTSPECOIL.SION3877TYPEB i I ,( ,i i I I SCALE IN FEET SELECT TOPSOIL.MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL.STONES, 1' CHEMICALS,NOXIOUS WEEDS.ETC SOIL MIXTURE SHALL HAVE A PH BETWEEN 6 1 AND 7 6 TREES CODE BOTANICAL NAME/COMMON NAME CONT CAL QTY I AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD IN PLANTING BEDS •////�� I INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6-LAYER AND BE Aesculue x arnoWlana'Autumn Splendor'/Autumn Splendor Buckeye B 8 B 2.5-Cal 7 1) ® i I ROTC-TILLING IT INTO THE TOP 12-OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED 0 ON DAY OF DELIVERY SHALL 8E HEELED IN AND WATERED UNTIL INSTALLATION.PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. '! I I i i i ( ! 15.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS(APRIL 1- CA Cornus alternlfolia/Pagoda Dogwood B&B 2-Cal 7 NOVEMBER 1),UNLESS OTHERWISE SPECIFIED.THE GUARANTEE SHALL COVER THE FULL COST OF , +\ `� / REPLACEMENT INCLUDING LABOR AND PLANTS. 1 ( i UPLAND SEED MIX 16.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED / i /w, /� MN-DOT 35-241 DELIVERY.THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN •♦• ADVANCE OF BEGINNING PLANT INSTALLATION. HT Crataegus crus•galli•Inermis./Thornless Hawthorn B&B 2.5-Cat 5 il i d f I r'a��iawa�+• �A! 17.SEASONS/TIME OF PLANTING AND SEEDING:NOTE:THE CONTRACTOR MAY ELECT TO PLANT IN .,/r/♦.�.�..o, BASIN SEED MIX 0 / / /'i�ieiaieiiaiei�s MN•DOT 33-361 OFF-SEASONS ENTIRELY AT HIS/HER RISK.DECIDUOUS • 17.1. POTTED PLANTS: 4/1.6/1;9/21-11/1 /�� // eei'iei'i�ieieieiea -- � /�.,........ 17.2. DECIDUOUS/B&B: 4/1-6/1;9/21-11/1 i i '1P //�i•4.44 44.4 444,is 17.3. EVERGREEN POTTED PLANTS: 4/1-6/1;9/21.11/1 BOULEVARD TREES CODE BOTANICAL NAME/COMMON NAME CON T CAL QTY / ,//44::e:.wee::a:aw:we:± 17,4. EVERGREEN B&8: 4/1.5 1;9/21-11/1 aOwieiOeiwieiwieiw: / �� / 17.5. TURF/LWN SEEDING: 4/1-6/1;7/20-9/20 / wv�.e�e�w�w�w�w�e�w�e�. SO Quercueb)cobrlSwampWhileOak B&B 2.5-Cal 8 i eeeeeeee�•a }/�'_�}->',��J{ ee♦•wewew w / / 17.6. NATIVE MX SEEDING: 4/1-7/2Q9/20.30/20 -W / 5;iitCOO Co:, / , 1&MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. / / �eiwiwiwiei�wiw / / PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTAUATION OF THE r / / PLANTS IS COMPLETE,INSPECTION HAS BEEN MADE,AND PLANTINGS ARE ACCEPTED EXCLUSIVE ♦eeeee♦ •eeeee♦ /aoeeeeee♦// w w w° / OF THE GUARANTEE.MAINTENANCE SHALL INCLUDE WATERING,CULTIVATING,MULCHING, 0 BL Tilia amencana'Boulevard'/Boulevard Linden B 8 B 2.5-Cal 5 !•eieiei�wiw/ , „wO�e� / / REMOVAL OF DEAD MATERIALS,RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN / / �� / / i A PLUMB POSITION.AFTER ACCEPTANCE,THE OWNER SHALL ASSUME MAINTENANCE // / RESPONSIBILITIES.HOWEVER,THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. �`� PE Ulmus americans'Princeton'/American Elm B 8 8 2.5-Cal 7 - ✓ i, 19.ANY PLANT MATERIAL WHICH DIES,TURNS BROWN,OR DEFOLIATES(PRIOR TO TOTAL ( _ 1 i �•T 1 ACCEPTANCE OF THE WORK)SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH \`-// MATERIAL OF THE SAME SPECIES,QUANTITY,AND SIZE AND MEETING ALL LANDSCAPE LEGEND i I • i SPECIFICATIONS. GROUND COVERS CODE BOTANICAL NAME/COMMON NAME QTY 20.WATERING:MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK.IN EXTREMELY HOT,DRY WEATHER,WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES.CHECK MOISTURE UNDER MULCH PRIOR illina wew�e�e�e TUR MN Turf Seetl MN 33 361/Stormwa ter Basin Seed Mix 8.100 sf TO WATERING TO DETERMINE NEED.CONTRACTOR SHALL MAKE THE NECESSARY eeee eeee♦��♦ ARRANGEMENTS FOR WATER. w e e e♦ - I 21.ALL BOULEVARD TREES SHALL RECEIVE A 7REEGATOR BAG WATERING SYSTEM TO BE REFILLED TO \\\\\\\ ;TUR MN3 Turf Seed MN 35-241/Uplarxf Seed Mix 31,990 sf i MEET THE WATERING NEEDS OF THE TREE. \\\\\\\\\\\ lik i Summary Revision History Certification Client Project Sheet Title Sheet No. Revision Smhfk erey certiy as pan,speciicaion or r was prepare aae DeSigned:elaw No Date By Submittal/Revision tsymeaundermydircASUperv161on and I adulylcensed PAXMAR RIVER PARK SOUTH LANDSCAPE PLAN ":� Approved:DS professional LANDSCAPE ARCHITECT un ws of the state of L1.02 Phase:PRELIMINARV Mm11e$`a �`f % FOURTH ADDITION, www.sambatek.com DTBWn:NRH Book/Page: upon Joshua J.McKinney Initial Issue ob/29/zo15 Reg stratbn Ho.53 e:5/30/16 ELK RIVER,M N BCs�{�p�. I Cs1�.es�..f Planning I C,�,s.,,,,....,wMl H applicable,contact or•wet signed copy of this plan which is available Project No.PAX 20460 M11°pwsY m1psY s lanninY Environmental upon request at 5ambetek's,Minnetonka,MN office. RIVER PARK FOURTH ADDITION Scambatek www.sambatek.com 12800 Whitewater Drive,Suite 300 Minnetonka,MN 55343 SETBACK AND LOT WIDTH EXHIBIT 7 4.x.532tfaeshmile Enp�neelinp I Sl:n9.yi:lp I Planning�Envimnrre'Ifal Client River Park Fourth Addition KOCK4 GROSS AREA LOTWD7H PAXMAR,LLC d tWk Win 1 12,401 S4.R. 0.785 Acres 94.. J aty PDttttwr U. l.m 2 10.500 Sp.Ft 0.241 Kr c 750 htti•dt No.: lot 3 10.500 SO Ft. 0141 Acres 750' O :06/.0. Pawn.by:Mtge t 4 10.641 Sq.R. 0.244 Add 71.9'OM: Oevelootnent Summer,PreSnd,Plat•peer M Rent%Addition lot S 10.559 W.Ft. 0.7%2 Alm 74.7 Grose Site Ataa: ).761.413 SQ.R !6.4.19 Arms 100.00% 1'oR 6 10303 W.R. 0.739 Acres 74.T toss Outloa.Raure 763 985 Sq.R 17.339 Arm 20.79% lot I 10.190 5q.1, 0.739 Ws 74 0 less Ovtm.Pc dfro 1.985.9]6 Sq.R. 45.590 At st76. • .••••,«.o.„.. .................t.....34.PIS_._........_4�3aB.._...._kre�.-.....__.930,..._.._. less Outlets-Pact 175.170 S0..R. 4021 Aaei 4,6511 Tate! 86.640 Sp.k, 2.tlY9 Kees 6443401,Loa 583.647 50.Ft. 13.399 Ans 15.511% MIX S GIIOf3 AAWA LOT WIOTN flight d Way 255.604 Sq.R. 5.870 Acres 6.80% -...,.-..............................._.__._.,__._............._..._.____.._...................__..._...._...cres_..__.._-....ntl'S......,....... to 1 10.863 sq.R. 4749 Apes 4519 Let 7 10.976 50.R. 0.737 Aces 73.7 Density 0.636 Units wrAcre 1551ea/56.419 Acres} 1013 9,941 W.Ft. 0.228 Acres 730 tot 10,709 Sat 0.236 Acres 840 Project ...„..,.,... .1.......,......«.._..,_...._._.._........,.. T01N 31,138 Sq.R 0.960 Acres . 87r1 BIOtlIG GROSS LOTWDTH RIVER PARK lot 1 12.491 so.k. 0.287 Aces e3S ld 7 10.437 sq Fitt. 0 239 Aces n.0. lot 1 11,319 SQ.Ft. .. 0.741 Wes 917 IDt 3 9591 Sq, 0.229 Aces 75.0' lot 7 10259 Stt.R. 0.736 Kees 7117 FOURTH lot 4 9,756 Sq.R 0.224 Acres 750 .3 10,145 Sq.R. 0.21) Acres 77.9 IDs S .15 Sq.Ft 0105 Ades n 4' Taei 31723 Sq.R 0.751 Acm Lab .32 Sq.R 0.203 Kees 71.3 ADDITION IDs 7 $931 S0.R. 0.706 Attu 71,0 I0.a 70,848 Sq.Ft. tl.7s1 Acres 90.7 ROM 7 GROSS AIWA LOT WIDTH Top' 60.337 Sq.R. 1.844 Ann tot 1 14.053 Sq.R 0.323 Acres 450 1017 It,. Sq.Ft. .774 Wes n 7 • 6LOQl2 GROSS Al. LOT 7 i, lot 4 10.021 9%16 Sq.Ft 0225 Xres nxr o O '� ^O lot 1 9,324 Sq.ft 0.214 At7ls 77.7 LOI S a 749 Ft 13101 Atop; 6i s r t- 4� .S.- � r � r---_ � O LM7 0,897 So R 11104 KRK 641,4, _......_ 1_111.. ...........1111 1111 1111,. ......._... ... Location -3 r'-___ 0•er tot 3 8906 S0.R 0.206 Ades 67 7 Tops 54,578 Sq.R 1353 Anus II r , __1 I - _ _ ld. 14301 Sy R 0]37 Kees 76,' KOR 8 GROSS ARIA WIDTH ELK RIVER, _ I , ( r ` Top 37,4,11 sq.k. 0859 Aar lot 1 10.764 s0.R I I i , 1 1 I 's I I 3 I I 4 , r 0 �/; - . 810018 MINNESOTA L lot 1 10205 90.R 031 I .2 11 9 .R 0 1 oras.c I I n.rtlsc I I o±aK I I or,.ec I I f 1 ( 1111... ................... __1111 oxr sc 6 1 77iT7_ Top 11,85+1 Sat 0.5[17 Acne tab 9.629 9014 0.726 Acres Tan 1_f :x'ossr lo.yyna &1217 14254 Su R. 0.235 Kies 74.0' I l II a r �r 7 I/ `' 6 I ll / to 9 7. 75.00 74.7 I / tot f0 l toot 10.192 S0.R. 0.234 Kies 730'r I o less K / / Taal 11f,458 Sa ft. 2.719 Kees L J L J L J L---_-� t -____1 L_� , :469 I liaaa st / / S / / AZ / Certification �� IIIOCR S GROSS AM for wG1r% L I 93.47 /1 �0 /.. / // `- lot I 12.730 5q.R. 0.292 Kees .7 L ^/ �(/ // ` • lot 2 10.307 S0.R. 0.737 Ares 74.8' - - -- I . / / ///^� 7 let 3 10.125 Sp.R. 0.232 Area 70.0' - - - `----, `` `---J/ Q / / 1 / .--c--- / toll 10.125 50.Ft. 0.217 Acres 7s.d IVANHOE STREET _ / ors9 AC /// // \\ tM5 10.125 sq R. .2)7 Aries 75.0 / , lo.e4sst /// . /1/ \ .6 10.125 Sts.Ft. 0.232 Acre 75.0' r-'----1 r- -1 ` L 8S'3r /// 2 //// \\ us 6 1419 Sq.R .2442 Arse 76.1' r E ��r_----, r'_-- // ors,% ///O\ \� Lot 10.367 Sq.Ft 0.238 Acres 81.2' �-- f 1 `- !0.12551 / to]0 13.155 Sq.k....... 0307 Kees 59,9• r I 83.54 75.00 7500 I I IS00 1 72 39 71.01 1 i 1 T \ / ) / //�\\ Taal 107.591 Sq R. 2.470 Ares_r 71.01 !l `� �. 370 ciA // \I I I 1 I I 4 I I Ij 11 !I i 90 ``�� O \^\\ // r// \`\ ounce GROSS M. II I II ! / sl J \ \\�/ /////% / e{Ftatre loam 504[6! 1761.965 Sq.R. 17.559 Kral , r 1 I I 2 1 1 3 I I ort.sc I I orosAC I 6 !era,Ar n't sc t�rry sa,nyv I 6.5454 �i I Il , / / / /r 1 I:tyl yt- Ion:n ti,v aroiI 7 /I �(/ /// / c{F1kuro Partl 1ri.17o sqR a.Ott Kres r L 1 I 1 I f :.ray". 11 11 / / O /� / / cI...rlq/OWeSpatel 79,116 Su R. 4.151 Acres�- i t 1 I R__ , A Summary J/ .T / 4 / Taal 2.925.071 S4.R. 67.150 Ans 17 ( ! I ! 1 /, ',,r;;v/ / 2 ,W /' \ / o'r vc-/ / Designed: Drawn:;Ant 1 ____J L J L----J I 1 ! / / Q l 1'." 6 n / Might d War 0110.MA Approved:Rene Book/Page: 0 J L_ _J oL 0 0 0 o L�` I 1___/ / / // \ \ n� / 23$034 S.<R 5.670 Ana Phase:FR UMMA.Initial Issue:06/30/7016 L__ I / Q / , r r',,,,.,\ \\ //4.., , / Tow! 25,4694 sq.Ft. 5.e70 Krry Revision History _J / °"`" / / °' \./ Total Me GROSSARWA No.Date By Submittal/Revision 9.5115( \ // //'j/ // \\\ ' ■ \Q' whoa.loo 5..047 S0.R. 13.+99 %let /'///// ' 2 //// 6, / J Rat1R al Way 2,925,071 L5.5,094 59 R. 5'470 Ain G \ r// s,e9 u 11/// 96 /N\ / \ TtAal 3,764,413 So.R 86,419 Ares r 1i,9+ \�/�/ /////// 3 /// \\ A, `,./ / ,//-' / S14,,,X, r / \\\ //r/ 0.101 / qtr n Y / ,/ ° r �, �\ // th , // Sheet Title (41 '. / *3/.0 i 4, / �`\ UI4rK / \\ 111619 St / NORTH /' \��,\ % so Roo /// x� " , 3� SCALE IN FEET 1],'\,' Sheet Noe Revision o t ......... / \\J, Project No. 20460.01 River Park Fourth Addition ilh RIVER PARK FOURTH ADDITION 1 �_41.: 2 P.P.. Mtoot °+" www.sambatek.com o r.lag ent Scrum w•PtelimNny Pid-Owe Park Fourth Addition Grass Site Are.. 3,764,413 sit.Ft 86.419 Ades 10090% 12800 Whitetiater Drive,Suite 300 ins Ou laR4utsre 763,915 Sa.Ft 17.539 Acres 202936 Minnetonka,MN 55343 SETBACK AND LOT WIDTH EXHIBIT L°° ' 1 f 2 52.76% f 7663.4 68532tfa�sim°ie Right of way 255.694 Sc.Ft 5.870 Acres 6280% tag.reenng Surveying I Planning:invircnmental Ownity 0.636 Units per Acre(55Loh/90419hoes) Client OM a GROSS AREA LOTWIOTH PAXMAR,LLC Lot 1 12,491 W.Ft 0.267 Acres 97.5' tat 1 10432 Sq.Ft 0.239 Acres 75.7 Lot 3 9,991 Sq.ft 0.229 Apes 750 Lot 4 9,756 Sq,Ft 0.224 Acres 75.7 tot 5 8,945 Sq.Ft 0.205 Acres 72.4' UA 6 8,832 Sq.Ft 0.203 Apes 719 Lot 7 8431 W.ft. 0.205 Acres 71.7 to 8 10908 Sq.Ft 0.251 Acres 90.7 Taal 80,332 Sq,Ft 1444 Acres /10012 GROSS AREA LOT WOOS lot 1 9,324 Sq.Ft 0.214 Acres 77.2' 3012 8,897 Sq.Ft. O.. Auer 64 Project tat 3 8,808 Sa.Ft 0.205 Acres 67.9' too 18,302 Sq.Ft 8.237 Acres 764 RIVER PARK Total 37 431 Sq.ft O.SS9 Aim BLOCK 1 GROSS AREA LC'75 7 FOURTH • tot 1 10205 Sq,Ft 7, 0.234 Acres Lot 2 _11,649 :Fi1,: °,267 Ap. 842 ADDITION Total - 21,954 Sa.FL 0.502 Aces 11.94 GROSS AREA LOT WIDTH • tat 1 12,403 Sq.Ft 0.285 Acres 94.6 tot 2 10500 W.Ft. 0.241 Acre 75.7 /^ lot 3 10,50° Sq,Ft 0.241 Acres 75.7 n , la4 10,641 Sq.Ft. 0.204 Acres 749' Location • ''a 1015 1e�9 Sq.Ft 0.242 Aces 74,7 ELK RIVER tat 6 10,403 Sq.Ft 0.239 Acres 74.7 ^ -` / 4� \ lot 7 10,390 Sq.Ft. 0.239 Acres 74.7 1 /� �0� ►tea 13 43 Sq n 0304 Acres 93.7 MINNESOTA / \ �� < 1 \\ Tad 88,140 S8,.fL 2.039 Acres \ LoT 640TH• j ' s 10863 S8,.Ft 0.219 Acr.s 85.3'e - 9,941 Sq f 0.228 Rues 73.8 A2222......... ,10.709....Sq ft........2222..0.206...AGM....._.......... 100'/' ti / \\ / 41631 saFr. 0.960 Acres // 4$ \\\ /7 `1, _ / t / o:4nc \' [I / \\\\ „,.u \\\\,,\ ' MOCKS GROSS AREA. _ _LOT wDTH / \\ \ // ` - / 1 rr , 9.28= ) ( / r \ \\ toll 12,319 Sq.Ft. 0.289 Auer 91.r Certification C \ \ //// / r / ',/ \ 8 / / \\ \ lot 2 10,259 Sq.Ft 0.236 Acres 792' 2 � \\ ��~ / ��' ;' /'�\\��\ ^ / J�� // 7^� \\\\\ Lot 3 10,145�Sr.ft. 0.233 Acres 77.3•__ / \\ o ilsv v h 8,v > / \\ \ , Q. 7 \ / Taal 32,723 Sq.Ft 0.751 Acts \\\ // 2� / a M / 3 \/ /� ` \ o2a!tc \ \ 810017 GROSS AREA for wtOFH. // \\ /OUTLOTD / 4953 W.Ft 0.323 Acres 0021 Sq.R 0.230 Acres> \ r / 9,816 Sq.Ft. 0.25 Aim> ,�y� ,� ,' /' ;^� �;- / t�5 >�7,9 Sq.Ft °.m1 Ate, 63.s' \\ / �� 4,:;49/ Rr /2 \' /-�� ,9 Fx93 /- _>J 18163 _ 54,578 S0.ft 1.253 Acres \ / ..�Q // /n77a c > / 7 �� r -J O BLOCK/ GROSS AREA LOT WIDTH / ASY / ! / t rvn v h^ / I 1` \ i" 1 r to 1 10,2114 S8,.Ft 0 236 Acres 83.9' \\, / - , ', ^. , I - , ► -_ o �t 1 1°,2E6 Sq.Ft 8.236 Acre, 70g Summary J / `r s,ss '-`c / /' I I 8 lig r 1 La 3 10,602 Sq.ft. 0.243 Apes 72,J� / r /�` / / - f/ , lot 4 9,629 Sq.Ft 0.221 Acres 71.1' ,� ' ' , s_ I f ^ Deli reed: Drawn:lLnl ° / / 1 1 I +I tae s 11743 W.it 0293 Acre 103.6 s „ / >� '/ ] 1 f / I I ) r r la 6 9,829 Su Ft. 0226 Acres 787 Approved:RAM Book/Page: x / , 1 II I I I -..° tot 7 10,254 Soft 7235 Acne 74.7 Phase:PRrI1MINARr Initial ISSUe:06/30/2016 /' ' s• ,734 s8,.Ft 269 Acres y 17, 60.11 173 ACref/ . 932 Se Ft 253 AGM/ 1 L_______I 1 (1 1 I 1( + 10 I 1 ( f I I .11 ,192 Sq.Ft 234 Acres f 10363 I I ( ) I I O.xSl9c /If I raw 1451 Sa.Ft 719 Acres+ -r- --- , 7400 I r 7,.00 1 1 1 1 tl.OR Si q u 11 l r J L J L I 74.00 I + 73.65 , 1 I I .7192 scr I f 81.0019 GROSS AREA LTTh,760 292 Acres,307 237 Acres Apes IVANHOE STREET --J L� _ I 1a14 10,125 W.ft. 0.232 Acres 75.7 sac 5 10,125 Sq.Ft 0.232 Acres 75.7 x/70 tat a 10,125 Sq.ft. 0.232 Acres 75.7 Lot 7 10,125 Sq.Ft. 0.232 Acres 75.7 tat 8 10,191 So.Ft 0.234 Acres 76.7 `7 r-----1 I- ll 9 10,387 Sq.ft 0.238 Aces 81.2' . , t../.. 78.28 1 r , �-'��----1 r_.___ tot 10 13,355 sq.ft. 0307 Acees 99.9' / 1 1 79.. I I 70.00 1 -1 r' -� f-------1 _ roar tm.s9. s8,.Ft 24ro Acre. Sheet Title // , ( 1 , 76.00 I 76.80 76.80 r __ // I I I I ( 76.00 1 '-- • I I jd � I+ + J , + 1 81. FT GOSS ARE/ I I Y 2 I I 1 1 23ti Acre/ 1II 1, 1 3 j1 , I it 5 I rl 1 0 , q.. 539 Mies 1 tot:sv I 4 I o:l:K I II 6 , Ic(F.,e P.ry 75,170 Sq Ft 41 I ( 2x389 ( xlxa iL±J I 64.326 sr ;02:x6 s, IL!jcT1;: I 0(fb�dlry/UpnSpacel 59416 Sq.Ft 155�1 I I Total 25,071 Sq.ft 6750 I , I �J I► I (-- --�1 11 _ Ri,ilte 8,r w.y GROSS AttEA II 55,694 Sq.Ft 2 L -J L-- J L i r I f I Tout 255694 sq.Ft. 9 870 Acres ,', -2�J�- L_____J L ► I + f Sheet No. Revision J L-- ---1 L__ 11 - I NORTH -_ L Tout sk. GROSS AREA y. DRAINAGE ANO UTILITY EASEMENT I Buildable Lots 599,647 Sq.ft. 13.399 Aim F615ill --50 100 SCALE IN FEET ` ,/7o Out. 2,915,071 W.Ft. 67150 Acres Ry'(d Wsy.. 255,694_.S4 Ft:_.....5470 Acres.... _ q Total 3,764,413 Sq.ft. 86.419 Acres Project No. 20460.01 P‘I(414 ..., City of Elk .„. River 13065 Orono Parkway Elk River,MN 55330 July 12,2016 Paxmar Via Email: don.jensen @paxmar.com ATTN: Don Jensen 3495 Northdale Blvd#210 Coon Rapids,MN 55448 RE: River Park Fourth Addition—Preliminary and Final Plat Comment Letter Dear Mr.Jensen, Staff conducted a review of the materials submitted on July 30, 2016. The following comments and recommendations are intended to bring the project in line with current city requirements and should be addressed on future plans. It is helpful to include a response letter to the comments below. Unaddressed comments will be incorporated into recommended conditions for Final Plat approval. General Comments 1. Cluster all mailboxes 2. All corner lots must maintain a buildable area of 50 feet wide for all areas within approved setbacks. 3. All single-family lots shall be a minimum of 70 feet wide at the setback line. Please amend block two to reflect comments two and three. 4. Is the end use of the parcels along 188th Ave single-family uses outside of an HOA? 5. Two overstory trees in the boulevard area and one additional tree in the front yard of each single-family home are required. Engineering and Stormwater 6. Final plans should fully detail proposed street and utility improvements on plan profile sheets. 7. Power poles are going to look out of place on a large hill. Work with power supplier to lower the poles so they will meet adjacent grades. 8. All slopes intended to be maintained in ponding or other public spaces shall not exceed a 3:1 slope (Horizontal:vertical) 4:1 is preferred. 9. Temporary cul-de-sacs are required on all street ends. Phone: 763.635.1000 Fax: 763.635.1090 P 0 1 E R E V B Y www.ci.elk-river.mn.us NATURE 10. As shown this plan proposes a dead end in excess of the allowable 700-foot city standard. The new connection must be made out to County Road 40 through Misky Meadows before building will be allowed along Ivanhoe Street south of Station 15+00. 11. All Emergency Overflows (EOF) must be protected with drainage and utility easements 12. All adjacent grading in Misky Meadows effecting backyard drainage, EOFs, etc. must be completed before building construction will be allowed on the parcels in this development. 13. Provide additional detail in final plans showing intersection grades and drainage. 14. Adjacent downstream utilities needed in Misky Meadows must be shown as proposed within this plan. In some instances these ae shown as existing infrastructure on this plan but those facilities are not in place nor have they been reviewed or included in approved plans. 15. Detail the intension of the existing stormwater infrastructure north and west of CB 281. Remove,replace,or modify as needed to provide only needed functioning infrastructure at the end of this project. 16. Standard Plates for pedestrian ramps shall be replaced with current MnDOT plates that meet ADA standards. Red truncated domes shall be used. 17. All sidewalk shall be placed on a 4-inch aggregate base. 18. Standard details for sewer and water services should be modified to identify the curb stop and stubs being installed to the back side of the 10-foot front yard easement. 19. Engineering reserves the right to continue our review and provide additional comments as identified. 20. River Park Third Addition NPDES permit may need to include this development under `common development.' 21. Add pipe capacity and corresponding modeled cfs for all proposed stormwater pipe/routing. 22. A MIDS report is needed. 23. NPDES erosion and sediment control BMPs need to be shown in accordance with infiltration basin requirements. 24. 45' setback requirement for all structures must be met from the OHW. Also, 1' of clearance from EOF and all proposed low openings is required. 25. Label appropriate elevations and EOF details for the two existing wet ponds. 26. A 50 foot natural buffer or (if a buffer is infeasible on the site) provide redundant sediment controls when a surface water is located within 50 feet of the project's earth disturbances and stormwater flows to the surface water. Environmental 27. The flood zone labels are switched for Zones AE and Zones X. Please correct on plans. 28. The wetland along block 9 should have a 45 ft. easement,not 25. The lots should be pushed back at least 25 ft. from the wetland boundary so that the buffer will remain as outlot. The buildable areas should reflect the 45 ft. buffer strip setback easement. 29. The pond on lots 1 and 2,block 9, do not appear to have the 25 ft. buffer easement and buildable areas do not reflect the 45 ft. structure setback. Again,lots should be reduced so that the 25 ft. buffer is in the outlot.This allows for future maintenance access. 30. Vegetation to be planted in 25 ft. buffer areas should be native wetland buffer mix. 31. The 25'wetland buffer must be signed at each property line or every 200 feet,whichever is less. If you have any questions I can be reached at 763.635.1035. Please address these comments on future plans submitted to the city. Sincerely, Zack Carlton Planning Manager zcarlton@ElkRiverMN.gov 1. 6Kr)d©ca rain-) 1/2-(0))6, (rn-c . PAXA/IA R© Planning commissioners Elk River Staff July 26, 2016 Elk River City Hall Re: River Park 4th Addition, plat conditions concerns Planning commissioners and Staff, We believe that all the technical engineering issues identified by the letter of July 12th from staff will be solved shortly to move to hard construction. Here are the conditions we desire the PC to not demand by motion: To date only 14 home sites occur on 191St entering our phase, all on the OUTBOUND TRAFFIC SIDE. No obstructions exist on the inbound traffic and emergency response side of the road. 1 - We have at least three local home builders excited about building two story homes on block 9 of the Ivanhoe Street pre plat looking west, Ziegler, Sharper and Simmer Brothers. Any restriction on plat, permits or occupancy with the Twin Lakes Road connection kills that option for two years. Please do not kill a chance for some upper end home sites to local home builders. 2 - There has been no detail planning started to the west of Ivanhoe Street to date. The East West connection of Twin Lakes is a shared right of way with easement only and no further designs advanced by the southerly property owner. A condition to demand that a connection to Twin Lakes Parkway occur before our 17 new lots south of the power line does not serve the community to start home sales in an upper price point location. More engineering and planning analysis is required to determine the proper road connection stubs south and north of this alignment before any paving occurs in the connection. Emergency responders would likely find a much faster response time to the portion of River Park that is feasible using Ivanhoe Street once available upon the completion of 190th which has already been planned and is permitted by Sherburne County already. 3- The success of our development restart relies on reasonable planning with a modest return on the investment. While the planning for future road connections is wise, nothing in our plans prohibits the orderly extension of roads. Sales and marketing will come from the east side and all short term conditions of approval need to focus to the east. We will work with the administration on a timely connection to edges upon successful home building. This requires a partnership with the City for enough housing lot types to reignite that interest at different price points. Respectfully, Donald Jensen Land Development Director Cc: Kevin Clark, Kent Roessler,Alan Roessler 3495 Northdale Blvd. NW Suite 210, Coon Rapids, MN 55448 (763)753-6176