Loading...
CAS-18_GLACCUM PROPERTYVARIANCE REQUEST SUBMITTAL NARRATIVE GLACCUM PROPERTY CHANHASSEN, MINNESOTA June 5, 2015 SITE INFORMATION Legal Description: Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section comer between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. Address: 1510 Lake Lucy Road, Chanhassen, MN PID: 250022900 VARIANCE REQUEST The proposed request for variance from City Code is for permission to regrade an existing sloped area that currently meets criteria of a bluff per City Ordinance. The Ordinance states that to be classified as bluff it must have three characteristics, see the following City Code definitions. Bluff means a natural topographic feature such as a hill, cliff or embankment having the following characteristics: The slope rises at least 25 feet above the toe of the bluff; and 2. The grade of the slope from the toe of the bluff to a point 25 feet or more above the toe of the bluff averages 30 percent or greater; and 3. An area with an average slope of less than 18 percent over a distance for 50 feet or more shall not be considered part of the bluff. (20) Bluff impact zone means a bluff and land located within 20 feet from the top of a bluff. (20) Bluff, side of means a point at which both conditions for a "bluff' no longer exist. The side of the bluff is delineated by a line connecting the top and toe of a bluff at a location in which the slope of the bluff is less than 30 percent or the change in elevation becomes smaller than 25 feet. (20) Bluff,' toe ojmeans the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from flatter to steeper slope above. If no break in the slope is apparent, the toe of the bluff shall be Variance Request June 5, 2015 Glaccum Property — Chanhassen, MN Page 1 of 4 determined to be the lower end of a 50 -foot segment, measured on the ground, with an average slope exceeding 18 percent. (20) Bluf, top of means the point on a bluff where there is, as visually observed, a clearly identifiable break in the slope, from steeper to gentler slope above. If no break in the slope is apparent, the top of the bluff shall be determined to be the upper end of a 50 -foot segment, measured on the ground, with an average slope exceeding 18 percent. (20) Exhibit 1 shows the existing conditions of the property and highlights the portion of slope that meets all three of the characteristics necessary to be qualified as bluff. The variance if granted would allow for a regrade of the area above the bluff reducing the overall height of the slope to less than 25' and eliminating it from bluff classification. Removal of the bluff classification would allow for a site that could be fully graded and developed. VARIANCE BENEFITS Granting the requested variance to City Code would provide several public community and City of Chanhassen benefits. Benefits to Existine Conditions 1. Removal of the existing limestone retaining wall located along the north side of Lake Lucy Road, (see Exhibit 2). • The existing elevation difference and need for the retaining wall between the subject property and roadway was due to the previous construction of Lake Lucy Road. • The wall reaches a maximum height of 8' is only 10' back from the edge of roadway. The wall is old and been inplace for a significant length of time. The wall will have to be replaced by the City at some time in the future if the road is widened or if the wall conditions deteriorate further. 2. Regrading to lower the existing grades and removing the wall along the north side of the Lake Lucy Road's boulevard will improve the sightline distance to the east for the intersection at Lake Lucy Road and Yosemite Ave. The existing elevations are much higher along the north side of Lake Lucy Road (reason for the existing retaining wall) and that differential creates a sightline obstruction to the east for drivers at Yosemite Ave. The existing area above the retaining wall is also covered with heavy vegetation adding additional sightline obstruction. The existing sightline obstruction is especially dangerous in this location because Lake Lucy Road is climbing in significant elevation to the east (14' vertical feet higher only 300' east at Lakeway Drive). The significance of the existing crest curve adds importance to providing adequate sight distance to drivers at Yosemite Ave. 3. Removal of the existing residence's septic tank, outlet drainpipe and drainfield will require disturbance of the slope currently classified as bluff. Variance Request June 5, 2015 Glaccum Property — Chanhassen, MN Page 2 of 4 • The septic tank is located on the north side of the existing home within area that is in bluff impact zone. Removal of the tank would require grading in the bluff impact zone and into the top of the slope. • The drainpipe from the septic tank to the drainfield is routed down the slope north to the drainfield at the base of the slope. Removal of the outlet pipe would require grading in the bluff slope. • It would be difficult to restore the existing bluff to a stable condition after disturbing it to remove the septic outlet pipe. 4. Removal of the existing septic drainfield will provide additional water quality benefit to the existing wetland. • The existing drainfield is located close to the existing wetland at approximately 60 feet and thus its removal will add water quality benefit to the wetland. 5. Removal of the existing home would require disturbance of the bluff impact zone and likely into the top of the slope currently classified as bluff. • The home is located as close as 8' from the top of the bluff area. Benefits of Proposed Plan 1. Extension of public sanitary sewer to the development's west property boundary benefiting the City and the property owners to the west of the proposed development, (see Exhibit 3). • The sewer would be extended north from an existing manhole in Lakeway Drive and then west along the north right of way line of Lake Lucy to the western limits of the property. • The sewer alignment would require significant excavation depths of close to 20' in the north boulevard of Lake Lucy Road and above the bluff area. • The sewer would be extended north from Lakeway Drive via directional drilling to avoid disturbance to Lakeway Drive and the intersection at Lake Lucy Road. 2. Safety of a cul-de-sac connection to Lake Lucy Road aligning with Lakeway Drive to the South. • The street connection to Lake Lucy Drive will align with Lakeway Drive to south to create a 4 -legged intersection. • The cul-de-sac option is designed to City standards with street lighting to provide a safe vehicle connection to Lake Lucy Road and good vehicular access. • The cul-de-sac intersection will be located at the crest of Lake Lucy Road resulting in improved sight distance. 3. The cul-de-sac design provides the flexibility for a future driveway connection to the existing property located east of the development along Lake Lucy Drive. • The existing property east of the development site has a horseshoe style driveway that currently has two accesses to Lake Lucy Drive. 4. The proposed plan would provide additional wetland buffer beyond the amount required by the City's surface water management plan and development guidelines. Variance Request June 5, 2015 Glaccum Property — Chanhassen, MN Page 3 of 4 • The wetland within property boundary is classified by the City as a Manage 2 wetland and that requires a 20' wide wetland buffer and a 30' building setback to the buffer. • There is 285 lineal feet of wetland edge within the property resulting in a required buffer area of 5,695 sf feet. • The proposed plan will provide a wetland buffer varying in width from a minimum of 20' to a maximum of 56' for an average buffer width of 33.6' or 9,580 sf of buffer area. • The plan results in 68% more wetland buffer area than required providing additional wetland protection. • The septic drainfield removal will also provide additional water quality benefit to the wetland. 5. The proposed plan would dedicate 7' of additional public right of way for the north half of Lake Lucy Road. • The north half of Lake Lucy Road currently falls within a 33' wide roadway easement within the property. • The proposed project would increase the public right of way width to 40'. 6. The proposed plan would result in permanent platting of public right of way for Yosemite Ave and Lake Lucy Road. • The current property boundary goes to the centerline of each roadway with both roads currently confined within roadway easements. • The project if approved would provide dedication and platting of 33' of right of way for the east half of Yosemite Ave and 40' of right of way for the north half of Lake Lucy Road. 7. Development and regrading of the slope will result in a stable and vegetated slope that will provide additional wetland protection. • The existing slope is not stable in its current state. • There is evidence of soil erosion and there are multiple trees that have fallen and uprooted. • It is evident that in its current state trees are not allowed to grow long before uprooting causing long tern slope stability issues. 8. The trees on the existing slope consist of primarily of box elder with several ash trees. It has been beneficial in some communities to remove ash trees to slow propagation of the Emerald Ash Borer. CONCLUSION The applicant respectfully concludes that the requested variance to grade and remove a bluff classification will provide substantial benefit to the public community and the City of Chanhassen beyond what maintaining the existing slope would provide. Variance Request June 5, 2015 Glaccum Property — Chanhassen, MN Page 4 of 4 PB 2s+esaau G ----------- ROAD _------- By 21540.90 MPR u yM1m.: cn.c1 By.: lWimoe EitiiUd.g MPR me: Dr»neyc W115 n LUCY N I Mv4�P/b. Oesgrietl ROAD EXHIBIT 1 VARIANCE REQUEST LOCATION MAP CHANHASSEN, MINNESOTA 10 � I A \ E S CK I � a A� � twr 0 30 60 120 SCALE IN FEET Alliant Engineering, Inc. Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612 758.3099 FAX vrvnv.alliantinc.com ________ i PM 2SIOM20 17 WE ,:. ISTING SEPTIC TAN i EL=1040 o KE LUCY ROAD c- =101 �`lo EL= Ib22 o � EXISTING RETAINING WALL TO BE REMOVED Av LAKE LUCY ROAD CREST INTERSECTION SIGHTLINE I IMPROVEMENT OST N (POSTREGRADEAND RETAINING WALL REMOVAL) i 0 30 60 120 SCALE IN FEET Owpi He: z,� oe.p.,ar: „„, EXHIBIT 2 Alllan[Engineering,Inc. VARIANCE BENEFITS 233 Park Ave S. Ste 300 Minneapdis. MN 55415 8ftbL*, "'" EXISTING CONDITIONS 46 612.758.3080 MAN CHANHASSEN, MINNESOTA 612.7583099 FAX w .alliant-inc.conn ow onn By. W15 m r r / 1 9,9,9.� /---STABLE 3:1 MAX SLOPES/ ' \ /�-/ //-+�7i�; 1! 33.6' AVERAGE WID BUFFER ' o / �'i /'• 4 1111 I I I � 990 III Ii �00� O I O I 1111>mia.,ua /BLO 11 I rd \ 1 1 1 \ 111 it 1 1 /ova- �1008� r p1 , - — ^° In /all l\ I F— I \ I Q w 1 I .101 �� / / \ ?i LLJ \ --- 02 ti�� >� �, of Z 1016 1 I I o 0 O 1 Iw F- i l I o I m W o I I I L to Z 00 i 33' L----to- — — — — I I Tp2 0----- — — — — ------ ----------- 6 i I AKE , LUCY ROAD /y _ PROPOSED SANITARY m SEWER EXTENSION a, R/W DEDICATION 33' & 40' PLATTED R/W N I / / �, r»W ft tIv IXAVI MFA v.�,.re Eanlaay nlm r>me: oun r»: dd15 Ell 0 30 60 120 SCALE IN FEET EXHIBIT 3 Alnant Engineering, Inc. VARIANCE BENEFITS 233 Park Ave S. Ste 300 Minneapdis, MN 55415 PROPOSED CONDITIONS 612.758.3080 MAIN 612.7583099 Fm CHANHASSEN, MINNESOTA www.alliant-inc.com GLACCUM PROPERTY LEGAL DESCRIPTION Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section comer between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. PRELIMINARY SUBDIVISION AND REZONING SUBMITTAL NARRATIVE GCITYOFCHAWASSEPI LACCUM PROPERTY RECEIVED CHANHASSEN, MINNESOTA June 5, 2015 JUN 0 5 2015 CHANHA9KN PLANMNG DEPT SITE INFORMATION Legal Description: Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section comer between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. Address: 1510 Lake Lucy Road, Chanhassen, MN PID: 250022900 PRELIMINARY SUBDIVISION AND REZONING REQUEST The proposed plan consists of a low density single family residential development with 4 single family homes lots. The proposed development will require rezoning the property from RR — Rural Residential District to RSF — Single Family Residential District. The proposed rezoning of the property from RR to RSF would provide a per acre unit density consistent with the City's Comprehensive Plan land use plan. EXISTING SITE DESCRIPTION The development site is 3.120 acres and is bound by Lake Lucy Road to the south, Yosemite Ave., to the west, Shadow Ridge 2"d Addition to the east and north. The property is currently used for one single family home with two accessory garage buildings. The existing residence driveway connects directly to Lake Lucy Road. The property has significant topography with a slope cutting from west to east through the property. The southern portion of the site is above the slope and the north half is on the low side. The higher elevation areas of the site primarily drain northerly over the existing slope to the lower half of the property. The lower north half of the property contains a wetland that is a portion of a larger wetland that extends northerly offsite. The lower area of the site and wetland is in landlocked drainage condition with the nearest overflow elevation roughly 13 feet above the wetland delineation elevation. The existing slope through the site is currently not very stable Concept Plan Submittal May 11, 2015 Segal Property — Maple Grove, MN Pagel of 5 SCANNED with several existing trees having fallen and uprooted. Approximately 78% of the useable site area is covered with tree canopy. The dominant tree species on the site is Box Elder with some Ash and Basswood, there are only a small amount of Oak, Elm or Maple. COMPREHENSIVE PLAN DESIGNATION The application area has a current and future Comprehensive Plan Land Use designation of Residential Low Density. The surrounding land use is also mostly Residential Low Density. The land directly north of the property has a land use of Parks Open Space and there is a portion of land south and west of the property that is Residential Large Lot. The Residential Low Density land use guides for single family housing density of 1.2 — 4.0 units per acre. The City has used an average of 2 units per acres for projection of land demand. The proposed development plan has a density of 2.16 units per net acre and so is consistent with the current and future Comprehensive Guide Plan land use for the property. ZONING CLASSIFICATION The property has a current zoning classification of RR — Rural Residential District. The properties to the north, south, and east of the development site are also zoned RSF — Single Family Residential District. The properties west of Yosemite Ave and southwest of the project site are zoned RR. The proposed development plan will require rezoning from RR to RSF — Single Family Residential District, which is consistent with adjacent developments and consistent with the current land use plan for the property. PROPOSED RESIDENTIAL PRELMINARY SUBDIVISION PLAN The applicant's intent is to create a 4 lot single family residential development that is enhanced by the proximity to the open space and wetland onsite and offsite to the north. The development plan is consistent with the existing developments directly to the east and south of the property and is considerate of market demands. The project also is consistent with the density requirements of the City's current and proposed land use plan. The homebuilder for the lots will be David Weekley Homes. David Weekley Homes is a privately owned homebuilder who has recently entered the Twin Cities market. This development would be there first project in the area. Concept Plan Submittal May 11, 2015 Segal Property — Maple Grove, MN Page 2 of 5 The following is a brief summary of primary project elements currently proposed: Primary Site Features • 4 Single family homes • Extension of public sanitary sewer to the west property boundary. • Granting additional Lake Lucy Road right of way and permanent dedication of Yosemite Ave and Lake Lucy Road right of way. • Preservation of onsite wetland and wooded wetland buffer. • Provision of additional wetland buffer beyond that required by City wetland regulations. • Creation of a safe 4 -legged intersection Lake Lucy Road and Lakeway Drive. • Removal of the existing deteriorating retaining wall adjacent to Lake Lucy Road. • Removal of an existing septic and drainfield improving water quality in the onsite wetland. • Installation of stormwater management facilities to provide volume control, water quality and rate control for runoff from the new roadway prior to discharging to the onsite wetland. • Enhanced development landscaping including tree planting along Lake Lucy Road and the east property line. Concent Plan Areas Gross Acreage 10' 3.12 acres Wetland Area 30' 0.45 acres Wetland Buffer Area 30' 0.22 acres Yosemite Ave and Lake Lucy Road R/W Dedication 0.60 acres Net Buildable Acreage 1.85 acres Net Density 2.16 units per acre Lot Dimensions Required Provided Width along R/W Standard Lot 90'(minimum) 90' Width at Front Setback Cul -De -Sac Lot 90'(minimum) 90' Corner Lot Width 90'(minimum) 100' Lot Depth 125'(minimum) 148' Lot Size Minimum 15,000 sf 16,870 sf Lot Area Average 23,959 sf (0.55 acres) Setbacks Side Setbacks 10' 10' Setback to Public Right of Way 30' 30' Front Setback 30' 30' Rear Setback 30' 30' Concent Plan Submittal May 11, 2015 Segal Property — Maple Grove, MN Page 3 of 5 Site Access and Pedestrian Circulation The proposed development will be create a new cul-de-sac connection to Lake Lucy Road in alignment with the existing Lakeway Drive to the south creating a 4 -legged intersection. Three of the proposed homes will be connected to the new cul-de-sac and the remaining home will have a driveway connection to Yosemite Avenue. The project is not proposing any new sidewalk internal to the project. The existing trail along Lake Lucy road will be removed and reconstructed within the project limits. Currently, the trail is located right on the back of the Lake Lucy Road curb but the proposed plan will shift it 2' back from the curb to be similar to the existing trail section to the east of the site. Gradine The site and slope will be regraded to develop the 4 home pad sites and cul-de-sac roadway. Per City requirement all proposed graded slopes will not exceed 3 horizontal to I vertical. Sanitary Sewer and Watermain The project will connect to public sanitary sewer in Lakeway Drive. The trunk sewer will be extended to the north to the new cul-de-sac via directional drilling to avoid disturbance to Lakeway Drive and Lake Lucy Road. The trunk sewer will also be extended to the west property limit along the north side of Lake Lucy Road right of way to service the proposed westerly lot and for future development west of the site. The site will connect to public watermain in the Lake Lucy Road. A trunk watermain will be extended northerly into the new cul-de-sac to provide service to three lots. The fourth lot will require an individual service connection to the trunk watermain in Lake Lucy Road. Stormwater Mana eg ment The development is located within the Minnehaha Creek Watershed District, however, the City of Chanhassen and the City's Surface Water Management Plan provides governmental jurisdiction. The proposed development's stormwater management plan does provide the required volume control, water quality, and peak rate control. The development will provide stormwater management via an underground infiltration storage pipe. Runoff from the new cul- de-sac will be pretreated with a sump manhole prior to discharging into the perforated infiltration pipe. The pipe is sized to infiltrate the volume equivalent to 1" of runoff over the proposed additional impervious surface. In larger events the pipe will discharge to the wetland onsite. The wetland complex is a regional landlocked low area so a back to back 100 year flood analysis was completed to verify there are no flooding concerns. The natural overflow to the wetland is towards the SW and is roughly 13' above the wetland delineation at an elevation of 1012.5, however, the back to back 100 year flood level is only around 1001. The lowest floor proposed on the project is 1013 or 6" above the natural overflow so there is no flooding concern for the proposed homes. Concept Plan Submittal May 11, 2015 Segal Property — Maple Grove, MN Page 4 of 5 Tree Preservation The estimated baseline tree canopy coverage for the existing site is 78% of the net area (excluding perimeter right of way dedication and wetland areas). Per the City code, low density residential is then allowed to remove to a limit of 46% tree canopy prior to requirement of mitigation. The development plan proposes to maintain tree canopy coverage of 17% and thus tree replacement is required. A total of 29 trees are proposed to be replanted per City regulations. Landscanine The landscape plan for the project will include boulevard trees within the 4 new lots. The required mitigation trees have been proposed along Lake Lucy Road and along the project's east boundary adjacent to existing homes. The proposed trees are a mix of deciduous, coniferous, and ornamental. Since Lake Lucy is defined as a collector road, the development is required to create buffering landscape along that frontage. Enhanced buffer landscaping including shrub and ornamental tree plantings have been proposed along Lake Lucy Road. The proposed single family yards will be vegetated with typical residential turf grass and the wetland buffer area will be vegetated with wetland buffer seed mix. TIMING/PHASING If the City approves the preliminary subdivision and rezoning request, it is the Applicant's desire to proceed immediately with application for final review in hopes for possible construction in Fall 2015. CONCLUSION The applicant respectfully concludes that the request for a rezoning and preliminary subdivision approval will allow for a development consistent with City Goals and Objectives for this area. A rezoning to a RSF will allow for a single family subdivision consistent with the adjacent land uses surrounding the property and provides for density goals of the area. Concent Plan Submittal May 11, 2015 Segal Property — Maple Grove, MN Page 5 of 5 GLACCUM PROPERTY LEGAL DESCRIPTION Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section corner between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2015-18 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 7, 2015, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider'a request for Rezoning of property from Rural Residential District (RR) to Single Family Residential District (RSF); and Subdivision with Variances of approximately three acres into four lots on property located at 1510 Lake Lucy Road. Applicant: Estate Development Corporation. Owner: Michael & Leah Glaccum. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2015-18 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerousQci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on June 25, 2015) SCANNED I i I i II � I , GLACCUM PROPERTY CHANHASSEN, MINNESOTA V � � 0 25 50 100 SCALE IN FEET I a.wn uw. VICINM MAP NOT TO SCALE SHEET INDEX NO. COVER SHEET I EXISTING CONDITIONS SURVEY 2 PRELIMINARY PLAT 3 SITE PLAN 4 GRADING AND DRAINAGE PLAN 5 EROSION AND SEDIMENT CONTROL PLAN 6 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 7 UTILITY PLAN 8 TREE CANOPY COVERAGE PLAN 9 TREE INVENTORY AND PRESERVATION PLAN 10 LANDSCAPE AND REFORESTATION PLAN 11 LANDSCAPE DETAILS 12 DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mmosch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@al0ant-ine.com LANDSCAPE ARCHITECT MARK KRON13ECK LICENSE NO. 26222 EM: mkronbmk@alliant-ine.com ;;iTY OF CNANMSSEN RECEIVED JUN 0 5 2015 CH AWASSEN PLANNING DEn ONT'Y F09 a` 1 4, SCANNED NOS F °P E nOrzE DBY ME OR i ER. AN lROIECf TTAM DATE ISSD[ DATE 1351 E ISM WR � GLACCUM PROPERTY 1 PPEPAREO BY ME OR IINDERMY Min Palk Ave S. Ste n AP YER\isro"ANDlKAi1 BNAMN: NN w�wgnr EKII1SED Minneapolis, MN 55415 morEssro"a\e�cwEER \mvER vSmEcrw: zismm 612.758.3080 M"N ni`u°`scE'�srwreoP COVERSHEET 16250 WAYZATA BOULEVARD 612.758.3099 w°"�°'" PRELIMINARY PLAT AND REZONING I SUITE 101MMS.KK QA10C BVEIEW WAYZATA, MN 55391 A L L I A N T www.alliant-inc.com SHEET I of 12 PHONE(612)M--666 ENO1MEEN1XO UAiE nLEry5EN0 BY P1II SUBMITTAL L ---------------- J, _______________ FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION 0 IS JO 60 SCAL®FEET LEGAL DESCRIPTION 8%p ,aIW FMmMaMRiE Itrr1 AtWFMaMQVY,Bxtlmm,m Ealeaw, 4edlvu4 . ATvnY{1118 Wdt1YgAWM[dM51+P,.atal YSHv[Bo.e NvbeY,V.NeT 18vCi,ua.' At-0YR EFO Fa11SYYOB�t.Mev,k YnR M,m 8vd\10gs'ABY,eY WedA2a Yabv� FMub WA,m]: Nm's Wm1Y9atl IW e9e.$Ydb"YndDeA�aV. inbEFMBVE,nEtl Qm,la W Mlbrbnul OevM d9adbn2 TwaNF 118NVF, Bbps]H WM.Caw Cvnq'. Mwwc.Oi NOTES TTlY amw/eMMa,.wm e�npro�enow��e,e�,�areoasea�w���m,n�uo. �o.,m i. ma wmm�r-.. MM bnx-anm pure DY &vM TNb. LLGaz lmJ,g4^�b oW BegJlc NYbW iYY Yeva,� c.n:.. LpmiYnsM1,b. 15 LWTJ. 6Letl F6d,/ry 1B. A15. 2 Tbb®tiw®Mu,Wvp,ouM Wllue¢eveep:,.W Cnze m FlvnWw, ircm GoaneFYQ,e GII s+s.:. 9wWY$u+'Wkvu'. P,e HwnWKK�wbpvbaa b/sa11bBIMd aFEk ndp. DOFoscd t'-. +m6WtlitlbMwwMli„a/MNYM1 Ve,!/d,YWO%db MNnaee®pi. aTn.arevM,am.Cn,hg eMdbbD�em MUna (bviyCma�byeYb NKDA. eoa,,:-., cw cv.+r �F �. Deva m M cea cmar. S/em. ew�n zw.. NN093. +see IMS , -:. reeml. CavQvum veF� odea BTIemDe,. At z INdY,adeFMt S.Tb+vad MCDva Oevbepapvq'Y9B9.f82apa.lwly RtS1cv. & b,d, Mdk 1: We1H YAled W dY®,iRwwlM md, KbdldelLLy Mee lus an d..soe d bw.+s ESTATE DEVELOPMENT 1510 LAKE LUCY ROAD EXCELSIOR, AN ItierMr c«eH aare.egen. apeortoemv repos was pepvee q me v imev my ant wpemYor, m,e uut+m a atly urnst vAro:m,w ua wwers+.,� eabm D apAstEro Pea"MVIEW COPY su-- bevmrocs tear peb Ilcrose NimM, DPAWN BY GI9 CNE DBY DBO MTE5 E0 Vy2T'15 AB N0. 150.U] LEGEND i` Minneapolis, MN 55415 8 x.v D 612.758.3099 E ALLIANT www.alliant-inc.com 0 0 ESTATE DEVELOPMENT 1510 LAKE LUCY ROAD EXCELSIOR, AN ItierMr c«eH aare.egen. apeortoemv repos was pepvee q me v imev my ant wpemYor, m,e uut+m a atly urnst vAro:m,w ua wwers+.,� eabm D apAstEro Pea"MVIEW COPY su-- bevmrocs tear peb Ilcrose NimM, DPAWN BY GI9 CNE DBY DBO MTE5 E0 Vy2T'15 AB N0. 150.U] 233 Park Ave S, Ste 300 i` Minneapolis, MN 55415 612.758.3060 nwN 612.758.3099 E ALLIANT www.alliant-inc.com ESTATE DEVELOPMENT 1510 LAKE LUCY ROAD EXCELSIOR, AN ItierMr c«eH aare.egen. apeortoemv repos was pepvee q me v imev my ant wpemYor, m,e uut+m a atly urnst vAro:m,w ua wwers+.,� eabm D apAstEro Pea"MVIEW COPY su-- bevmrocs tear peb Ilcrose NimM, DPAWN BY GI9 CNE DBY DBO MTE5 E0 Vy2T'15 AB N0. 150.U] a c r -SOUTH LINE OF THE SW 1/4 OF THE I NW 1/4 OF SEC. 2, T116. R23 i J _ — • — — —5 66'03.48-E 330.10 — — — W 1/4 SEC. 2. T116. R23 I PARCEL AREH TABLE PARCEL AREASF ANISAAC 81-L1 82.098 024 Bt -l2 16.8m 8.50 B1 -L2 28.890 0.88 01-L4 1TNI 0.61 ROW-MIERIOR 14.181 093 ROW -EXTERIOR 28.08) 0.80 TOTAL 196.106 8.12 omAPas sxs Inure 6MHx2116 xx 90Ax iN@ ii S� I I Ips II xorroar• " �swwn.r�.e.apY+e ux�.M tsw. 3 - —--- —— - W N I J LEGEND: — -- PROPERTY LINE LOT LINE RICiIT OF WAY / ONw I u EASEMENT LINE SECTION / FO y`M�N PSH I F DRAINAGE AND O 15 30 60 GONSSpuCS 1�_.�.• u. 1 FTILITY EASEMENT OLND IRON MONUMENT SCALE ----- -- ----� PaEoR E Rrt®xc[mm' Wi m Mn pROJECI TEAM DATE MUE DAIS 651E xA GLACCUM PROPERTY 3 mcTA9m6rsBoeurmrx Mr 233 Park Ave S, Ste 300 DDTcr sLmTA.aroN AmTxArl aucr: nx Minneapolis. MN 55415 noeTssNtn.uemwa. vNDiE r"oxcTw asmw 612.756.3080 Mau i�LAP5Of i1Rn"n OF PRELIMINARY PLAT 15240 WAYZATA BOULEVARD 612.758.3099 F. PRELIMINARY PLAT AND REZONING SUITE 101 A L L I A N T Mwvlc a"uaxn pAgc RevTEW WAY7.ATA, AIH I) )61 Www.allianFinc.com SUB SHEET 3 OF 12 PHONE (612)91q-0666 Txelxssxlxx w.iT LETNse Na. n' WrT SUBMITTAL EDSTING PED N — --L— — NOTE FOOTPRINT MAY CHANCE BUT WAILS WILL BE BUILT TO ACCOMMODATE SAMPLE FUTURE FOOTP RNT (TVP) V BITUMINOUS TNNL - SITE PLAN DATA GROSS AREA 3.120 ACRES (136.105.82 SF) WETLWO AREA M,150 ACRES (19.606.36 SF) WETIAND BUFTER 0.220 ACRES (9,579.&1 SF) YOSEMITE AVE k LANE LUCY RD R/W DEDKATION 0.599 AURES (26,067.08 SF) NET BUI181BLE AREA 1.651 AURES (60.832.55 SF) PROPOSED DNNELUNC UNITS A NET DENSITY 2.16 UNDS/NET ACRE EM'FING ZONING RR - RURAL RESIOENTIA DISTRICT PROPOSED ZONING RSF - ANGLE FAMILY RESIOENDAL DISTRICT EGST1NG LAND MISE RESIDENTIAL Low DETISIT'/ PROPOSED IANC ME RESIDENTIAL LOW DEHSnY PROPOSED MINIMUM IM WIDTH AT FRONT SETBACK N FT WETLAND BUFFER DATA XTILAND SUHRERS AND TBA K REMIREMENTS MANAGE 2 REOUKMENT P AK MIN. BUFFER 20' BUFFER SETBACK - 3O pROVIDEDu 0 LINEAL FRONTAGE WETLAND REWIRED BUFFER AREA (20' WIDTH) PROVIDED BUTTER AREA (M.6 -AVG) -F - Tlu BA9OB L-16NR r - wuxour —BEYRZEs RAn WrA -0DNrtEs 1TPIvi 6RwY¢ No Imm FA41A]IR INEE 011ENItg 9A11 M 11E R.W. TYPICAL LOT DETAIL NOT TO SCALE LEGEND: EASEMENT LINE BUIUNNG SETBACK PROLOT UNE UNE LOT E ROW - - w— WETLAND DEUNFATpx / ONLV •— —_ —— wERAND BUFFER .. .. _ FOVA a\MN\v f WEDAro BUFTER SETBACK 01 D fs 30 so < GO Sa OZ WF`UNU BUFFER STRIP SCALE IN FEET pRoa =20 FT =5.700 SF =9,580 SF R d R M 3Y 115' la Yrck lis' b Butl. Fm Cwse 1e h. 1/i' War Fey eK ILtim 10.f 2OR Y,Vd 1' tEs r Tw_l. sd 1 yT'-YY9Br 9NI0 9rEeslm a wa, m son C/YnNe ia4 Cwl - 2H] 5mmant ON t-MvooT 2]w SFM.w1m T'"w r� 1T-Clm 5 Ap>sy<e Bev 2t YNIOT 31128 stat G—.MZDI 1. Rw-e-'WY Re - GT. 2 YOLLnma WwK goes 7.ei YFl.ww .Feet pe]e 0. ]Si M.o' Twd Wawa n a.e.e.e mw. 1 ] RNa m MN oat. 6. Y 1>l�m.mvs _/Y9 avfw W N Nm -M M nmt [mfhviM 6N�wF9 Naamaa.+t T q E p'nm Lma 7 • lot d M M yepm. Ega6 M M pm(mn.Y 0Y qe a.ns h 1M yeinw W a Ny' apwlV. lee c<Y ew dM WgmNy to aW9. mmalme .tGme .m�.oum m.6 m q. Mw aaE 6 PeFW I.d d Ndin rwi Wq eitn M mtivF Sa Wq S3]7 Iv �! TYPICAL RESIDENTIALSETI STREETETsecnoN ENGNEERNRG AR7r%IENT "" 5200 140"G I HEAEBYC[RTIFYTIATTH6 NMN, FROM CT7TEAAI DATE ISSUE DATE ISSUE E �� DRB I ITRGN RT"W °��°� �° - GLACCUM PROPERTY D PRkPARm BYA60R 11NDER 4 F}IS 233 Park Ave S. Ste 300 D18AR YL .TSIDNANDTIMTI dAYN: EU, A ANA WIYLKfNSFD �F Minneapolis, MN 55415 zaDTEsroNAL 6NCNEER UNDER RRDzt ND, nemw 612758.3080 NAN T12 uY'soF n¢suTEOT s"' PIAN 15250 WAYZATA BOULEVARD 612.758.3099 FAx .A PRELIMINARY PLAT AND REZONING SUITE 101 MAREMII6Cx EES QA/QC REVIEW WAYZATA, MN 55391 ALL 1 A N T WMN.alliant-inc.com SUBMITTAL SHEET 4 of 12 PHONE (612) 990666 0ENGINEE21NW DATE fYFASFNp. Bl' WR SlV1i 5 ]Y fMl! 5.184T' ✓E 6 9 5 5 pROVIDEDu 0 LINEAL FRONTAGE WETLAND REWIRED BUFFER AREA (20' WIDTH) PROVIDED BUTTER AREA (M.6 -AVG) -F - Tlu BA9OB L-16NR r - wuxour —BEYRZEs RAn WrA -0DNrtEs 1TPIvi 6RwY¢ No Imm FA41A]IR INEE 011ENItg 9A11 M 11E R.W. TYPICAL LOT DETAIL NOT TO SCALE LEGEND: EASEMENT LINE BUIUNNG SETBACK PROLOT UNE UNE LOT E ROW - - w— WETLAND DEUNFATpx / ONLV •— —_ —— wERAND BUFFER .. .. _ FOVA a\MN\v f WEDAro BUFTER SETBACK 01 D fs 30 so < GO Sa OZ WF`UNU BUFFER STRIP SCALE IN FEET pRoa =20 FT =5.700 SF =9,580 SF R d R M 3Y 115' la Yrck lis' b Butl. Fm Cwse 1e h. 1/i' War Fey eK ILtim 10.f 2OR Y,Vd 1' tEs r Tw_l. sd 1 yT'-YY9Br 9NI0 9rEeslm a wa, m son C/YnNe ia4 Cwl - 2H] 5mmant ON t-MvooT 2]w SFM.w1m T'"w r� 1T-Clm 5 Ap>sy<e Bev 2t YNIOT 31128 stat G—.MZDI 1. Rw-e-'WY Re - GT. 2 YOLLnma WwK goes 7.ei YFl.ww .Feet pe]e 0. ]Si M.o' Twd Wawa n a.e.e.e mw. 1 ] RNa m MN oat. 6. Y 1>l�m.mvs _/Y9 avfw W N Nm -M M nmt [mfhviM 6N�wF9 Naamaa.+t T q E p'nm Lma 7 • lot d M M yepm. Ega6 M M pm(mn.Y 0Y qe a.ns h 1M yeinw W a Ny' apwlV. lee c<Y ew dM WgmNy to aW9. mmalme .tGme .m�.oum m.6 m q. Mw aaE 6 PeFW I.d d Ndin rwi Wq eitn M mtivF Sa Wq S3]7 Iv �! TYPICAL RESIDENTIALSETI STREETETsecnoN ENGNEERNRG AR7r%IENT "" 5200 140"G I HEAEBYC[RTIFYTIATTH6 NMN, FROM CT7TEAAI DATE ISSUE DATE ISSUE E �� DRB I ITRGN RT"W °��°� �° - GLACCUM PROPERTY D PRkPARm BYA60R 11NDER 4 F}IS 233 Park Ave S. Ste 300 D18AR YL .TSIDNANDTIMTI dAYN: EU, A ANA WIYLKfNSFD �F Minneapolis, MN 55415 zaDTEsroNAL 6NCNEER UNDER RRDzt ND, nemw 612758.3080 NAN T12 uY'soF n¢suTEOT s"' PIAN 15250 WAYZATA BOULEVARD 612.758.3099 FAx .A PRELIMINARY PLAT AND REZONING SUITE 101 MAREMII6Cx EES QA/QC REVIEW WAYZATA, MN 55391 ALL 1 A N T WMN.alliant-inc.com SUBMITTAL SHEET 4 of 12 PHONE (612) 990666 0ENGINEE21NW DATE fYFASFNp. Bl' WR SlV1i ,, - 1 '16 i i U MM T9Rit l 2B \\ EOF 11007 €. te, � 76]2 C, _T-_1_ __, 1 <, 29 \ I �' WETIAND BUFFER OMITS r \1 1659 (TW) V - / / O 1 I � � � a O . 5 \\ 3690, , ;,o / /All , i� tx 1 1 I I ;16]O low WETLAND ew tax 1 \ \ I I II 100 W HWL - ,000.89 0� {,.>� , 6 -1652 100 YR BACK TO BACK HYA - 1 .89 16J1 1651 Y ' awBW 100► EDGE OF D BLO SAM FUTURE FOOTPRINT- TYP. \ \ r 1572 BW lam -- \\ i ��.- 1571�� � ��E Ao I • 1033; 111�N. 160 \1 4 / ,. ,91�,SZb \ L_ TW 1036 _ BW 10,T8'i xEOF.1017.5 —. I _._ I Bo Ui -_ _ ---- of OLOERFLOWWEILAWO-- \ .`I Q II!! 1 y _ _ - GRADING PROFILE DEVELOPER: MAW lE•IEIDMR ttIBtlR\TICN thaw W MIA 1101ALnR0. BENE 101 WATBTA MN .emi m W } r, - E s,ossA - r 1 &,/.21'1.31(1-p) I GRADING LEGEND: ` T -I \ +tiy„ o[wna� RETNNING WALL 1 N / I� 1`1031 2 I W, "XT �'� u0. ■ PROPoBED GTCH flA41G .21 n� > >->->- PROPOYD STORY SEWER PROS ED EASEIAEM 1 v .y,5y. I -- --. L - .' IXISNIG CONTOUR SRN UNE Y0 ------- A ' I V _ _ _ - - UN __ / -�T11D— PROPOSED CONTOUR 1 _ UNE INGHf-OF-WAY 49 _ 62u PROPJSED SPOT EILVATION ----------- TREE P I=T10N U.9s YN OF Vr� gp OM OF WNL�E ALEV 11000 - e AIION -2. DIRECTION OF aRNNRGE m IXSTING GUATION UNITS L— O - . - - - LAKE LUCY ROAD T�j1 - - ---` - W WA MT y EMERGENCY OARFLOW RIMPING 'O = - - — GRADING NOTES: 1. NL fN@IED CRNhS 9WL SI11PE TWAT iALW P%)FOSEO WIWMS AT YINIWY GRILE OF 201 NL SANFS SWLL 1MOE A YNBIW SIOPE OF 20011L ap ` _ _ - -_ \ \ \ 1 / �' _ -- \-`_ '- 2 TY CONIRIGIOR 9Y1L I® TIE MVCFM R0.WIAK NEE CF OE9U5 INO %NYFHf 1HE MF -ATE TRMMINO OF 50. N FCCOImVKE MIM TE RE!>�IR OF TE CIIT NO 3. NOTIFY CONN VAM OM W1, AT (1100)253-11". b HOM PRKW TO SiM! OF CIX151RVCfION. \ EXISTING OVERHEAD POWER TO BE I J''-- _ ?� '— 4. �RO,Dp rs TO mEawl Mrx uTr OF clwarSsa GOlsmuctlw slAvn SPE[ TON. 110T EongN ____ \ l RELOCATED OR MOWD UNOERGTIQMO' I \`------------ __ `` >\\ \\ `\ \ \`\ ,t `l \ _ _ ! \ .Y / ,/>> - - -��� 0. RaX COXSaUCwII fMR.WC6 9WL BE PROr10ED AT NL GIX4MUCIlON I E55 POINTS. �` I\� ♦\\\\ \ `\\\ \\ \ \\ \ `\ -i� / I i / ' - RDER M GDTEC RN'ORT ML FMMECT MVI WL FCR S CORRECTION KWIREYFNIS MIO IESMIG REWARlIIX15. `�-`�� \ \ `\ 41 `-_ --- `\\` _. PIOOR TO MII W16IRULIp1I. ISUY $T0.1IR ON NTT. STOCKPB£ PEM WBF BE PROIELTED WnN SRT FENCE _ T �iVwIL lF METERS �� - 0. %Gpi TO BFMRINC WXSIRUC . THE CONTRACTOR S1V11 BE REWDNSIBIE TO NN(E SONE THAT ML REWIRED PERMITS AND IPNi0 RAW BEEN OBFMNED. NO CONSIRJCnON ON / / ' ----------------------- `- `_ _ _ _ _ _ _ _ _ _ FABE%.lpl SIWL BEGN UNTIL 1M CIXIIRM:TCR WS RECETID 0010 ligNM)GXLT flMEWFD ML BINS MIO OMER d'C. VYENR MPM'YID Bt ML CF THE PERMTTIING MTgRlil6. P. IYIEwI¢r FDMDwc DronN OF (sl OR GRUTER) vl>E slnPEs Ara DRr+N¢ snNs. Wom FmE aMeor a+ oTHm IrPRwTn sac sleuzwc NETxOD (aswvm Br ExDlxm+) �\ ``__--`___`_` �.\\.\ \`�. >\ tt\ \ \\ \\\ .. . '/ ,'.: _ (� i I, , ° [' I��•- -- 03A'Y WYu,E AmID ovt WNNmms®Ywnla ulOAYINNw as•TDPwa. t\ \t t\ `` \`\\••t\ \ / , , L' /' / / , I 1 , N �yV��- e C \� 10. DE FMWL 0.NMICIOR WST OElAh5 CfWAIERIxC PVNS MM M1 ARCONTRILROICi 1(1 YflUFY MPOES REWIREMENIS 6 OENAIFAWB 6 RFWWN WPoHO CIXSRGICIION. CMIRMidE \ t t \ \\ , \ \\ '\ •• / / - - _ _ . 1 I 1 I1:0 N N r swan aaeur MIH EAIH011 canna wsPEaIOR Mw ExaRETW ro CFNM.E ,PNNPa„E M.iHOO. _ 11. 1410" To SKEW Al Ra NmN RaN M (s.PPP) Fon N EADW.B Aw WDT,cN, �NNa D�� LaG N DE=a� DB Nau w a NaMDBG GaN W �W 0 15, 30 00 srATlw NSTNCTNxE Lm U E NTETSEcrs WM THEM BurtTE 51%�E IN FEET \�� \ Y =1\\ •= •\`y�z.a _=_ __ - -, - - ��_ _'�/�'/// /; l/l I1 / r; T>OS -_ -_ _-_ aWPRO3merTM crtrPRIGe! ro F9OSR TMUL01EaN. W 4 NET N Man aNGTOl w THE %BY A A 3 FOOT "UNG B MQUMD ATOP u4 FWFMOrt TFR. SIPoLTIIRM ENWIFFA WIM DESYN MNEWID IID 11¢A®YCFRTTFr TBAT1aa FTwN, pREMER iLAM DATE ®EI8 DATB IMIa% JE c %� S�ATNR\ ANDTwS BE1G� GLACCUM PROPERTY 5 D PRFPAREUBYMEBEVMBEBM ,111 R9Bwi 233 Park Ave S. $1e 300 DlRaisln'ERV6pNAwTIUTT BUYN: elN AMADucruLxTam Minneapolis. MN 55415 noFEseoICAEN1aDED1 LIAUA FNMcrNo 31saW THE uwsw2wsrATF OF 15250 WAYZATA BOULEVABO 612.758.3080 MAN 15250 TA 612.758.3099 Fax PRELIMINARY PLAT AND REZONING GRADING AND DRAINAGE PLAN SUITE 101 MARCRAOscx rF QAgO REVBw \VAl'LATA. MN 55391 ALL 1 A N T www.a6ianl-inc.com SHEET S of 12 PHONE (612) 990-0666 e x E I x e B W l x 0 BATE EBSNSFw. Ire IwTN SUBMITTAL LOW PT ELEV. 1WB.38 PN SrA 2+09.70587 -. PW E((�EY.1O27A6 1070 L :6575 I ` _ 1070_ -a 1060 al 1060 - W 31 HIGH PT STA: 1 M.82 [ W HIGH PT E .. 130 B] 3 Pw awl+ss 1050 PMYX 17.41 27 1 _ 1050 1040 I .+. r� 1040 s ,.. _ 1030 �- 1030 _5 I I 1020 - _ MAB_OA I .1020 1010_ .. _ 1010 1000 -T ry oa ♦� o 00 M 0 DEVELOPER: MAW lE•IEIDMR ttIBtlR\TICN thaw W MIA 1101ALnR0. BENE 101 WATBTA MN .emi m W } r, - E s,ossA - r 1 &,/.21'1.31(1-p) I GRADING LEGEND: ` T -I \ +tiy„ o[wna� RETNNING WALL 1 N / I� 1`1031 2 I W, "XT �'� u0. ■ PROPoBED GTCH flA41G .21 n� > >->->- PROPOYD STORY SEWER PROS ED EASEIAEM 1 v .y,5y. I -- --. L - .' IXISNIG CONTOUR SRN UNE Y0 ------- A ' I V _ _ _ - - UN __ / -�T11D— PROPOSED CONTOUR 1 _ UNE INGHf-OF-WAY 49 _ 62u PROPJSED SPOT EILVATION ----------- TREE P I=T10N U.9s YN OF Vr� gp OM OF WNL�E ALEV 11000 - e AIION -2. DIRECTION OF aRNNRGE m IXSTING GUATION UNITS L— O - . - - - LAKE LUCY ROAD T�j1 - - ---` - W WA MT y EMERGENCY OARFLOW RIMPING 'O = - - — GRADING NOTES: 1. NL fN@IED CRNhS 9WL SI11PE TWAT iALW P%)FOSEO WIWMS AT YINIWY GRILE OF 201 NL SANFS SWLL 1MOE A YNBIW SIOPE OF 20011L ap ` _ _ - -_ \ \ \ 1 / �' _ -- \-`_ '- 2 TY CONIRIGIOR 9Y1L I® TIE MVCFM R0.WIAK NEE CF OE9U5 INO %NYFHf 1HE MF -ATE TRMMINO OF 50. N FCCOImVKE MIM TE RE!>�IR OF TE CIIT NO 3. NOTIFY CONN VAM OM W1, AT (1100)253-11". b HOM PRKW TO SiM! OF CIX151RVCfION. \ EXISTING OVERHEAD POWER TO BE I J''-- _ ?� '— 4. �RO,Dp rs TO mEawl Mrx uTr OF clwarSsa GOlsmuctlw slAvn SPE[ TON. 110T EongN ____ \ l RELOCATED OR MOWD UNOERGTIQMO' I \`------------ __ `` >\\ \\ `\ \ \`\ ,t `l \ _ _ ! \ .Y / ,/>> - - -��� 0. RaX COXSaUCwII fMR.WC6 9WL BE PROr10ED AT NL GIX4MUCIlON I E55 POINTS. �` I\� ♦\\\\ \ `\\\ \\ \ \\ \ `\ -i� / I i / ' - RDER M GDTEC RN'ORT ML FMMECT MVI WL FCR S CORRECTION KWIREYFNIS MIO IESMIG REWARlIIX15. `�-`�� \ \ `\ 41 `-_ --- `\\` _. PIOOR TO MII W16IRULIp1I. ISUY $T0.1IR ON NTT. STOCKPB£ PEM WBF BE PROIELTED WnN SRT FENCE _ T �iVwIL lF METERS �� - 0. %Gpi TO BFMRINC WXSIRUC . THE CONTRACTOR S1V11 BE REWDNSIBIE TO NN(E SONE THAT ML REWIRED PERMITS AND IPNi0 RAW BEEN OBFMNED. NO CONSIRJCnON ON / / ' ----------------------- `- `_ _ _ _ _ _ _ _ _ _ FABE%.lpl SIWL BEGN UNTIL 1M CIXIIRM:TCR WS RECETID 0010 ligNM)GXLT flMEWFD ML BINS MIO OMER d'C. VYENR MPM'YID Bt ML CF THE PERMTTIING MTgRlil6. P. IYIEwI¢r FDMDwc DronN OF (sl OR GRUTER) vl>E slnPEs Ara DRr+N¢ snNs. Wom FmE aMeor a+ oTHm IrPRwTn sac sleuzwc NETxOD (aswvm Br ExDlxm+) �\ ``__--`___`_` �.\\.\ \`�. >\ tt\ \ \\ \\\ .. . '/ ,'.: _ (� i I, , ° [' I��•- -- 03A'Y WYu,E AmID ovt WNNmms®Ywnla ulOAYINNw as•TDPwa. t\ \t t\ `` \`\\••t\ \ / , , L' /' / / , I 1 , N �yV��- e C \� 10. DE FMWL 0.NMICIOR WST OElAh5 CfWAIERIxC PVNS MM M1 ARCONTRILROICi 1(1 YflUFY MPOES REWIREMENIS 6 OENAIFAWB 6 RFWWN WPoHO CIXSRGICIION. CMIRMidE \ t t \ \\ , \ \\ '\ •• / / - - _ _ . 1 I 1 I1:0 N N r swan aaeur MIH EAIH011 canna wsPEaIOR Mw ExaRETW ro CFNM.E ,PNNPa„E M.iHOO. _ 11. 1410" To SKEW Al Ra NmN RaN M (s.PPP) Fon N EADW.B Aw WDT,cN, �NNa D�� LaG N DE=a� DB Nau w a NaMDBG GaN W �W 0 15, 30 00 srATlw NSTNCTNxE Lm U E NTETSEcrs WM THEM BurtTE 51%�E IN FEET \�� \ Y =1\\ •= •\`y�z.a _=_ __ - -, - - ��_ _'�/�'/// /; l/l I1 / r; T>OS -_ -_ _-_ aWPRO3merTM crtrPRIGe! ro F9OSR TMUL01EaN. W 4 NET N Man aNGTOl w THE %BY A A 3 FOOT "UNG B MQUMD ATOP u4 FWFMOrt TFR. SIPoLTIIRM ENWIFFA WIM DESYN MNEWID IID 11¢A®YCFRTTFr TBAT1aa FTwN, pREMER iLAM DATE ®EI8 DATB IMIa% JE c %� S�ATNR\ ANDTwS BE1G� GLACCUM PROPERTY 5 D PRFPAREUBYMEBEVMBEBM ,111 R9Bwi 233 Park Ave S. $1e 300 DlRaisln'ERV6pNAwTIUTT BUYN: elN AMADucruLxTam Minneapolis. MN 55415 noFEseoICAEN1aDED1 LIAUA FNMcrNo 31saW THE uwsw2wsrATF OF 15250 WAYZATA BOULEVABO 612.758.3080 MAN 15250 TA 612.758.3099 Fax PRELIMINARY PLAT AND REZONING GRADING AND DRAINAGE PLAN SUITE 101 MARCRAOscx rF QAgO REVBw \VAl'LATA. MN 55391 ALL 1 A N T www.a6ianl-inc.com SHEET S of 12 PHONE (612) 990-0666 e x E I x e B W l x 0 BATE EBSNSFw. Ire IwTN SUBMITTAL EDC 152M WAYZATA BOULEVARD SUITE 101 WAYZATA. MN 65391 PHONE (612) 990-0666 ALLIANT EMGIMEEGIIFG 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 MAW 612.758.3099 FAN www.alliant-inc.com ACTIVE SWPPP LEGEND JJJ Of -- — ; r,J ' / ,, i /4, i r - II -- I / / 167M I f I � 15011 I `\ \\ , 1 t , 1 1,11528 - I Al 1853 "19,16n l{ / / l '65 {1659 52, I 1 �: , // O / ♦ 5 O /r / WETLAND ' t6]OG' ♦ , \D,A / 0 SILT F / I 9� / 65 , / , O 1 I 6771 �i�/.' J` / I DND r / _ -16512 �.� l``��♦:1 +.1'' 1 { `// l ,'I�. Ti t' ,'I ®111111■111111■1111111.111111■111111♦1111111.111111■1111111.111111♦1111111.111111■1111111.111111■ CONSTRUCTION SEQUENCING: MASS GRADING PHASE (EDCh 1. SILT FENCE (MnOOT 3866) 1. MCI 91APUZD WNSmUCXM ENTRANCES. z CURB IN 1 PREPARE TEMPORARY RANKING AND STORAGE AREA 3, ROCK WEEPER S. INSTALL TIE PRE -GRADING SLT FENCES AND INUT PROTECTOR Mr. ON TIE SITE A LVISIRIICT ALL PRE-PRNNNC Efl09CN AND SEDIMENTATOR CONTROL BIP. 1 COMPLETE MASS CRANING AND INSTALL TEMPORARY AND PERMANENT SEEDING .0 PLANTING N Ff PROTECTION DENIES S. CWSIPok'T PoSr-CRAgMG SILT FENS ON ME SITE 1. WMW (wDOT TYPE A & C) 2 INFRASAFE STORM DRAIN/CULVERT STREET & UTILITY PHASE (CITY) 3. SILT SAM (YnDOT TYPE A) 1. NIM UOUTES, UNDERDNAMS, STORM SEMERS, MASS AND ON1ERs. W t. DANDY BAG (YnDOT TE B) 1 WSTALL RTP RIP MWND WTET STRUCNRE. 1 BSTAL- NI -ET PROTECTION ARWNO ALL STORM SEWER SThUCNRES ANT -TR MING WIARO ! PREPARE SITE FOR PANNG I. 2' cNusNm GEAR POM S PAVE SITE G. INSTALL INLET RtOT:CTIXR D Cls. \ ]. INSTALL Post STREET AND UTDTY 911 FENCE B. 'FLOW ALL TEMPORARY EROSM AND SEDIMENT CONTROL DEVUS 0 X16_ 30 TEYPORMY SEED YI% 1. MPOOT-100 (OATS DAY D EDC 152M WAYZATA BOULEVARD SUITE 101 WAYZATA. MN 65391 PHONE (612) 990-0666 ALLIANT EMGIMEEGIIFG 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 MAW 612.758.3099 FAN www.alliant-inc.com ACTIVE SWPPP LEGEND JJJ Of -- — ; r,J ' / ,, i /4, i r - II -- I / / 167M I f I � 15011 I `\ \\ , 1 t , 1 1,11528 - I Al 1853 "19,16n l{ / / l '65 {1659 52, I 1 �: , // O / ♦ 5 O /r / WETLAND ' t6]OG' ♦ , \D,A / 0 SILT F / I 9� / 65 , / , O 1 I 6771 �i�/.' J` / I DND r / _ -16512 �.� l``��♦:1 +.1'' 1 { `// l ,'I�. Ti t' ,'I ®111111■111111■1111111.111111■111111♦1111111.111111■1111111.111111♦1111111.111111■1111111.111111■ CONSTRUCTION SEQUENCING: MASS GRADING PHASE (EDCh 1. SILT FENCE (MnOOT 3866) 1. MCI 91APUZD WNSmUCXM ENTRANCES. z CURB IN 1 PREPARE TEMPORARY RANKING AND STORAGE AREA 3, ROCK WEEPER S. INSTALL TIE PRE -GRADING SLT FENCES AND INUT PROTECTOR Mr. ON TIE SITE A LVISIRIICT ALL PRE-PRNNNC Efl09CN AND SEDIMENTATOR CONTROL BIP. 1 COMPLETE MASS CRANING AND INSTALL TEMPORARY AND PERMANENT SEEDING .0 PLANTING N Ff PROTECTION DENIES S. CWSIPok'T PoSr-CRAgMG SILT FENS ON ME SITE 1. WMW (wDOT TYPE A & C) 2 INFRASAFE STORM DRAIN/CULVERT STREET & UTILITY PHASE (CITY) 3. SILT SAM (YnDOT TYPE A) 1. NIM UOUTES, UNDERDNAMS, STORM SEMERS, MASS AND ON1ERs. W t. DANDY BAG (YnDOT TE B) 1 WSTALL RTP RIP MWND WTET STRUCNRE. 1 BSTAL- NI -ET PROTECTION ARWNO ALL STORM SEWER SThUCNRES ANT -TR MING WIARO ! PREPARE SITE FOR PANNG I. 2' cNusNm GEAR POM S PAVE SITE G. INSTALL INLET RtOT:CTIXR D Cls. (� oEm LoNmEM ]. INSTALL Post STREET AND UTDTY 911 FENCE B. 'FLOW ALL TEMPORARY EROSM AND SEDIMENT CONTROL DEVUS (ONLY IF SITE 5 STA AU=), IF EWIED BY TIE CONTRACT TEYPORMY SEED YI% 1. MPOOT-100 (OATS DAY D SWPPP BMP QUANTITIES (PER PLAN): YST STABILIZATION) -15) (1 YEAR STA NUZA 2 MIIWT-160 STANDARD 9LT FENCE 1,359 LF PERMANENT SEED MIX/Sj6B1UZHElH INLET PROTECTION 1 EA 1. MNDOT 270 (RESDENTAL TURF) 2 S0D SEED/SOD POST GRADING AREA 2.02 AC -L NOTE TO CONTRACTOR: LEGEND: -;LT FFN(F _ TE SENT GRADING CONTRACTOR ME FOR S) AS 540 C Au MOSON P E.0 ENISTIKSE I MASSATOJR SEDIMGr CONTROL PP (EXCEPT P R P ST GRADE (BPS) AS D AFT W ME R.CO PRESERVE MOPM CONTO 1 { ` I MASS TY). M SNFPP ARETOPER T (itACE MINI UEl]AS AFTER IN ME PLAN, I CION >SS — PROPOSED COMWR I - / ACTIN ME GIPS YO TO BE INSTALLED R A QN TO AS NT ST IN INE PVN. IF m PROPOSED REiuNING WAIL TRANSPORT ARISE. ADOITWk BMP 91P MASS TO TREHNT SITE EROS. PONiS OR SEDIMENT rt�l DROPS RED o NECESSARY. THE MA55 DIND AE CONTRACTOR 5 ESPONABIE FOR ALL _ BPS REOARm TO COMPLETE ME MASS RE SITE. ARTISTES /,IO SVm, COT ML,,. DIR PDSE OE IXH BAGI AL STABEING. A ME r0 %PPRP 91E FOR G MAR AND um, CTO RRJLTE S L • RpppSED FORM SENEN _ - 1KYE BIRIEXG. AT TIE DPI AND, As MA55 NIS KR! AND OL COOPERATE SITE SOL NS ¢ - �' -- TRABUUTON. lE OE PERMIT R AND, MA55 PRIDING C SMRETf R D UM YW TTTE TE PflCfwEO SIOiY SEYIER \ .` �- / TRANSFER OF HPC£5 PERMIT ESPW9BUTIE5 TO TIE SIXEET AIL VTVtt LON1RALiOR MO �<>^� --- -- � __ IN Ott. PROPOSU EASEMEM ��. Tom- - . — -- .�T SNE STREET .WD "UT, CWTRA 3SR AND Ory MTLL MEN A5RVE ME E.sPON9BUrY To PROPERTY VHE A ROAD ' "_ __ -. —y `� DMTIX Al- EMPS ROMPED IN MLST STREET MAMAf or um unun CONs�iRlcCiI. DDOMAAEENTAs PP —_ LO%T NE u.E -- — ' CUPONONT ACTOR S CN OF STREET AND UnV TT LAI -LED NO ME STREET AND Unutt % - —4` _ CONTRACTOR NO LONGiRENOW MY BIAPS REWIRED AND CWRDWATEO "NO TRAA4ERME MOF NPES PERMIT PRASE -' — RGIRR-OF-WAY ROp( CGNSIRLICTIO i ENTRANQ. • RESPO19Bn1FS BACK TO ME CEVELOER OR TERMINATE ME PORTION OF ME Aroe5 PERMIT .. EOSTNG WGUATON UM15 (APMRO%) - mAlsv+REp m ME an AND THEIR CONTRACTOR. Ilk(�_ - _ _ - � `i Q IXSTING TREE io REYMN ---- EROSION CONTROL RESPONSIBLE PARTY: - N,I, PROPOSED SILT PENCE (PRE GRADING) ----- #1 m —_ — __��IT .,'- 15250 W ESTATE DEVELOPMENT VE AP ENT CA IPMATIO 101 [[ WUT PR TroN WAYLiTA. MN 55391 DND w NDi DmURe AREAS CONTACT: TOM GDNYEA TEMPORARY DRaNK.E RounNC _ _ _ _ EM: tOmpandmn.wm DURING MASS GRAMS , ,/ ROCK LDNSTRUCIION ENTRANCE I / , _ -� -�_ - - ABMIZA BYPS ADING ACTNTT ST TON O V \ ,r -- { I / / / , �__--------- 1. STRAW/HAY 1. CONCRETE WASHAIM I6 DONE MUCK t\\ \` ,' rA -:- ++1 % ! r / ,!. 4 _ -.'' MTDOT TWE 1 MULCH BY TRUCK WM A MOBILE WASHWT AI I w A f . . _ 2 EROSION CONTROL BLANKET SYSTEM PROMDED AND COMPLETED \\ \ \ 1•+•,' y- �/� r ,/ ! r q .. • . _ _ ,I WDOT CAT. 3 BY TE CONCRETE CONTRALTO- `\ I I I ---_- _ I 1 N19ROYULCN { \ I / '-IM<--'/- ! I I I I yn� `{ y MFDOT TYPE \ \ \ :.GNSE ` 4. NRF REINFORCEMENT MAT \ t `\ I I OA T`^�yw X W250 NORM AMERICM GREEN NOTES: \, IE t\DCI OR EWAL-LWOOT GT 6 1. SEE SHEET ) FOR NL EROSION AND SEDIMENT \'paa___ __/� / /r Ir i / _�f1 �"\VDp\��YDD•p3 caNTrmL xoTEs Arn DEwLs. I i� I I ! NDS I I I I IRE11.1 ARTIDBRTIE,ANNEEU.FL.i+. I'ROAECTTEAN °"� �An GLACCUM PROPERTY sPEnFNAnox.DR RBoBrwAs ESLNEO: AOR PRpAPIDPEkVA IMDERMT 6115 lTYE11RMIITAL pDERSLYE ENA\ANDTIWTT pR,,PN- NN ANA WIYIICENRED PROEFNS oTMNOWEER uNTEn FVOrz<Tw nsmTE AREuROTA srATEw p@i\'EBNA PRELIMINARY PLAT AND REZONING EROSION AND SEDIMENT HARK RAuscxE QA/QC Ttevrew DATE LILTS . .Y MR SUBMITTAL SHEEP 6 of 12 ®_ -- _- ;- -- - _. --�' - -- -�� « WBN« _- e �� sv v®sysv.0 EROSION CONTROL GENERAL NOTES o¢R,BNa .anRT GULL «an 6RR . A66m PDar Atl RVA vAE R9N M 6T « WMN1IDl /M M N.IFI64W 6NXCr. PAW141 � X.,N m am61 MB BY4R NRIa PNIaN¢ eD.E N ww «-AYa. GIN. B xA1mW1e ran ME,r «.cW art moaeB M9 E1Wtm amt R0`Bro"-.E-�`�Ni voN¢�`ra�'-r�rul1O,rt m« Wim•- otvam n Amn«Mx ANe B-ao.MaGre N44.4n NcmEa ¢Nrlwes iK rMFLYpmm�m «Ype1MMCID-yt q ml-�wmE zm�0 , [ m � Iris a artier r,Pim X Nb� I®L RFF4IMM M ER,i IIRS IX6 Ne -Iq NC[4aM O.tY W IYI R1F11 ¢ B9lIDi . IFmW(M, NZG1M 01411 OI Mi G4ip 95 NEIE IMO ¢ fuK Olr « �-,wN �ot � SLB r�E m rnml ma aaa R,m em m EowE"IE a�ot mess' -m N'ORMI .amu Iwlra`rclu rzlv�ixcm rm awWrz LaNvxr NnI. M ,¢. u DIm1 N6 �R NnWL nano N�v�s �swu « Emx,m NB N owGlw PmI ro IIO MC¢IIIEYIn£ mIM6II0 MY 9N1 E FA 1YMINf➢ WM1 mBMGMI ¢ IXMFh➢ W WIIW IG 00'x w5 PAAO•a. BTMG¢ W1vm�NelrovNT nGeLA1E 51-140dr°-DPW :o "-SOIIBIFnG4O�RItlS`�-T 12 M�-Gpx W M qx¢ N¢ M IwB BgWF11R M M Mpap Nh COOIGB PMiQgE NO uCMCIW m YwvIN OMI✓J6 rCI.II. M � �NRRCIWM GWL MIICPGE MP IL,E iC5 Bl Z IDDM W p6R E®I MO M 91E MIE M [OAH « NFIwISiXN, R e M �11A «M u¢ pe Mc t-�.ms ��ro A vt m�vsOWwn-rNn .v..�-r M-INNE�im� Au¢, a wY -14tnm m nG•ra DINT PwOna B olm 1mEm W M YS 9u E S99:IW «Lr - M XMIFF/CgRM1Y.'Iq MO WMtNm.S IN«,gp• W M°-rTxa'r' mBxs I6nwc u r6EE a91En a Eq.®P warm .... « In « B16R. .6mRz 9LNL omA N EEmu1s «.awe ort G1w ra.eNNT r NN: N®�d OnF1BH a¢I6ra P MR 0'�E lIE �IX.:I¢N M aW1i51 NMGe.«4 9v.1 ewer`' -E .w m M�mPcl ro wr a4°r"v a'.«°'Drlr�. A'«"w.a lo-�`IwP`�I..I� col"-`awt IL mn� n NSBv-I Gw z srma as RaGo..IRB r wn « �-1- w�is Eor«a's morn 'Inml"e'`iWllt � Pa-wNMOEm �.I�G BwIu w1rl ml.Leox « rxN vP«B r sm �a Blm�r Ln`z,o : ,.I -a �. w� � an"ns��.raO1 �-FOmNR:N ano .Il6Glm Nmwl r< m N.,am Nw. 'Mrcmmxl aru ff om-mN'ron Pw xa DIE.a P NSNn-9 .wLn N6 Ncawwm m¢ M oro .6 1n BI1.N9 anw .B.B 9BI ff Bmm N sa'w.¢ Nn1L aNmsEr w.. 1E. u hIPOANIY E®w Mlo svEur cwmw I4asE GLNI a rami on®«6116 I �( 1 MYS ME11 rN1L 91E Sr4l4RM ¢ MIIEro M P,91 M W WTYII rF.W WS NE M 101 q IfWRI�V yn� WNO Y�mC IWrt rW M m¢IN9G «OGOnIE NO Owa.R -OI EROSION CONTROL SCHEDULE AY. 9GNI0Nm W oD1oNON xr Nx« .Lo RhB GNu EYL amml W Wpt .¢,NIP-¢ S,N. IOLW N X.« .M E NWh.Ep M 011MI:IW Y.IL M 91E M6 ®I K -N61.10 N.E N..m..In.oNNrz wv�xN`T1n xfd°-n'w1m�NatGG1 m.oNNaa G�raslN.Em m MLNN ran M Bn1m4n « r « « B-rutnm a M fW1Y[IWM M mlW 9R W F�NNiD NON H�'--IaF� mr x Gem m vA¢M91v tANrc Nru X: s¢om Moor w ,m � Im//Yc NO IUIam w mwm Xmx avl m wrs « vG mnEno. 1 011MCIX1 GNu � -O®l. MT¢ R\®6 MWm OI IIB flE®I �4u v M9�- 1m.EE e.aP a rae BRm MB SEDIMENT CONTROL PRACTICES: �' mV6fN¢ s-�iwlxmlr NOI onwG vs.« Worn xNFR LIER WI�RNr I�M¢I�0311 YG N:I-16 ®l Mx IP.CRi.S 8WL XW! 1 M lYG NRI¢ AC1¢S IM E tll¢Im W q1,6 Nn �tl OrMG tl�BB1pE9[ 0 M NMF6 IfNMi 40YM tle1Nn AMIE Yer E M,Nl6 NY«O M N0I RNANX kWrt LNN S M ICIMIY ¢ IN PMEIE N¢-GIY WR Ml 01® B -IN artA--I-mIN M t60Yy0 A M MEi naN ®I NrYxV9 9Cx tl RN .IO ATP 951F14 [P NM9 /.10 6108 dlR.wa swi a Isutm n ENN P�AA'6 Cw M RAIL ICQ N¢ING1-. FINAL STABILIZATION: N.IBTa� Ilm DG,E ANL B..IW,4L «M m< M mR1.P:1r I.¢1 GBIf. NJI4 «IEWIMaXN (190 NRW M MYS N1FR RIw SIMV.aw ¢ ww SEMaBu/artr I«Iwtiai `m rw`i °f uw ew N: r9G'.m x M �eauelr-iG Gm -¢L n•'A""°` ¢vB� Ar�w1'-�evmAiinMNrs Ni%mLwm .wm�-oDenNeoito vwvrt E Pte°hMNenl-ort°-arx�4W GEn.¢ r w w allu N«Nmrx¢ N« -art m A �-�Gro6G..,GaRr� MM SMP (pelBlClp 6 OMItE Nbl E YIIH® ro n .104MRpBan NW q-pEpi�1IHfE6'GFO PM «M 92INN SoxO.aP: 1 � B M RIRMI OCRY-IMS reEpl lwy COFEYNIZS AYo .BTA oIW11Y W11V14n W6 RBOII I�IBr E s6x®ro rleaRv..l¢ �s o�`mlroc ar=9rt a m as'"`.« « Xww4nN.GB BIB B wrmn m e1WWew111i na ro ®I «rvon'. EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 'PEKE �OEm'D� �YFRYV6tl'Y-R P E� iMl-¢ 9 f 6r ima E�EIrWlr r.am 9Ne x G'A.� X4AV Nr11 rt mvsmx w RmM M Vlfml ¢ Ip LLM4W XN¢SM'. 1 4MR iEWN - 4CYNf fE1rd15 DOAa Z WILrID XIkA LGI fldY MYI. Mr IKf R HIWID Nq RI915 N.tll .TNWR. PE-nw M RrzA i� ¢ Io'-`i'nEEnMO m sw�-'-i a¢vianl''�ioN""msoN'I` Nix �w°A mrvaME DOI�m w Nmm Ba M 1PP14Bac z®w « smom rs «mm IEYwN «ar rv¢ - nr rwxs Gwt s Nx\m Nxw MY NwE mnm TEA IRDE R/¢H Glr IOr XIOE M IPWO 9LR0 ME. 9 ®I Mf WpM1Y YII9®. E M YI-M 9PG¢ NF E W E fY1® I«Iml .41-�°� ra w GNn a A.aEN Ba I6EaE.A. NBwa uEt nNIB1Y E®fR M MSI 'TI 92 MZ fM' S.d mOGI-hFR Taloa] 6 Nx�IO� NO B,IB Z. Mie NIFA . M.ENI 091r u .Bale¢ MB N..RDw¢ manor erG msau,s E6Pa� IIME I�6FO4G, IE--I--®Ippppb N mE¢IM rnlu4 .nm wml D.o.-c Brts Gra .ro wm G II.IIIFIRIICE .CIn6 E a-10�3 NBIR w NL wrNt eons Oume IrM11R wrsp� «OUI.Le W« m M Arw B I@GE x ME C661e11-I G21IK VMVJE IWY F/iV.aIF M «Gh. IOfCIO¢ «M NB➢ID N¢.4 WY Z Bwc¢ m aI� °AaI-m°M9i wvE eO- GN-M�69MI¢ B-eM GIE GAF W IEGSBO mI¢IIIICIBI BGStVRtl POLLUTION PREVENTION MANAGEMENT MEASURES 14911E W M 9�R. W FYFM M iW¢BO TWIICN flMXIYM NVLYmIM NmE mlmm NB4n, slxn M9 NEG9E INLI16. Raul¢ «an o�B04n � NW Y6i m� W41� •n1SR616 N¢, S q MaE oaaEc Xwr xo Nry wrxmv sB.N1as Bs a 06.10 �N « WLVOT¢ Ge1F B¢I F M NAW¢ NI1n Y4 1 NO61[ G6M 6 O1E MIX 41en>. BRI A Y®[ Wl4n STW NOela PRUt6Y � 6 D}KBIE CMVC10. BI6F M5, S COMMf➢ NO IN¢1E FoR R`M`l4 Uy" PR�w GOO 140 FOP �P •'.Y rrr an «r Eva'•n p�.. *O INNS NMIFI IMN 4h �p �.Xp� 91µR�RT`il.g9.�ByC� ��gp JxOh: 1'� Ei6 YA NP/.101 TNtl19� RGXE� Y QI'IOPNOCK CONSTRUCTION ENTRANCE -_ ENcxlLmwn DFnPnuEXr w` 5301 PAD MDnI - EO' -M (YE 0..W) 'm T1PF - N a+a - � A.t IVG6 tl I DWIL 651. m E Lvr.l LOU( OUT ANP WAL1(e1 OUT PADS HOLD DOWN DETAILS emavl NNtM1•1 NXnt ,e.«.AY�aB16,m,�x-1 srPGPA 6nur xi �'•Y%/ONE GAOEL$'I� roc 91 oma I�� �� LOC.RaI«xrrEacE YIAI���E mfeFR uEa��= QPIOP SILT FENCE p1D1NEflVING DrrNmaNr A'0E" 5300 IVEW� .iw E 1xERmY cm FYIH nr. PL N PROTECT TEAM DATE 55OE DATE 155UE �mA°°"ORR WRiWS DE51D 1. 6S1f R BNR GLACCUM PROPERTY PNEPARm Bl'A °R LMDERNY 233 Park Ave 5, Ste 300 DREETS Y .'LSpS'A"nnurl vuan.. e1N ANAdRYL1LFNSFD-im Minneapolis. MN 55415 m°rtss.S mwm tn'DER n° N,' nsmm 612.7583080 NwN mELAwsDErxE srAreDE EROSION AND SEDIMENT CONTROL NL:TSDrA PRELIMINARY PLAT AND REZONING 15250 WAYZATA SOULEVAED 612.756.3099 Fax SUITE TA ALL 1 A N T """ER''L RE 0AW UNTEW NOTES AND DETAILS PHONE (61 MN 05091 www.allianl-incmm C SHEET 7 of 12 PHONE (612) JDD-OhIIG E X G I N F E E 1 N O DALE LICEXSETO N, . SUBMITTAL SAN MH 3 - Ex HMRANT� WETLAND ,tom, �aW.W BLO \t FES 4 KI I I __________I n I I I I 1 I , = 2 (PERFORATED SUMP) L -------------------- \ � I \ \ I \ \ I \ \ I \\ \\\ 4 i. I 1 I 3 UNDERGROUND11 FIL'FRATON STORAGE \ PERFORATED HDPE �.---- rPIPE) _ LUCY ROAD HYDRANT W/ 6' GATE VALVE 00 USAN MH 2 ] wM IX HYDRANT 186 LF DIRECTIONAL BORE - - -- by •:,, au : L• � 1. EXVSMG URUBE, SERIICE LOGRONS AND EIFMATIONS SHML BE VERIFIED IN FIELD PRION TO CONSTRUCrON. 2. LWNTMN A MIN 15' VERTIGL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR 6 RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCDON. 4. PKi PXY ENE INSUTAMON FOR ML STORM SEWER CROSSINGS WHERE VENTMIL OR HORIZONTAL SEPARAMIN IS LESS T1NAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WDH THE CM OF CHANHASSEN ENGINEERING GUIDELINES. 6. NODFY GOPHER STATE ONE CK 48 HOMS N TRANCE OF MI1' UTILITY WORR. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN WMPLLWCE WDH MNOOT iEIPORMY TRAFAC CONTROL ZONE UY01115-FIELD MANILA LATEST REV6KN. FOR ANY CONSIRURbN wrPHIN PUBLIC R.O.W. 9. ALL CASMGS SHML BE NEENMN OR IPPROVID Ep O FORWS STDM MMIMUM 40R HMD ,,ALE. W -e wASHm. CUDN JWIT7 R'iNOH� 1. EXtSFNG UFUffI . SERVICE LOGTpNS AND ELEVArIMS SH BE VERIFIED W FLED PRIM TO CCI 2. MNNTNN A MIN 18' WRFCA1 SEPARATKIN AT ALL PIPE CROSSINGS. WATER AND S NITNM SEWER UNE TO MMNTNN TO- VERTICM. SEPARATION. Li WAMRMMN AS NECESS lr. 3. COMPALTpt 6 RESPONSBIE FOR ALL PEMRS PRIOR TO THE START OF CONSIRUCOON. 4. PROVIDE POLY RENE INSULATION FOR ALL STORM SEWER AND WATFRMNN CROSSINGS WHERE VERUGL OR HONZONTM. SFPAMTKNN IS LESS TRAN 3% 5. NL URLM WORK WIMIN THE R.O.W. SHALL COMPLY WRH THE CM OF CHANHASSEN ENGINEERING GUIDEUNES. R. NOTIFY GOPHER STATE ONE CLL IB HOURS IN A ANCE OF ANY URLNY WORR- 7. PaCi TEMPoRARI' TPA TIC CONTROL IN C MM, ICE M "GOT 11EMPORM[Y TRAFFIC CONTROL ZONE LAYOII(S-RECD MANUAL' LATEST REHSION, FOR INT CONSIRUCRON WTHIN PUBLIC R.O.W. 8. ALL SWTTARY MVNO.E TO BE 48' DLUIETER CONCRETE W/NEENAH R-1642 G W. UNLESS NOTED ODIERW15E 9. WAMRMMN, SERACES. AND VALVES SHML BE INSTALLED WRH MINIMUM 7.5' OF COVER. 10. WATER SEMCE SHNL SE 1 DLA TYPE 'K' COPPER. W/ 1' CORP. STOP i I. CURB BOX 11. SEWER SERACE SHALL BE 4- PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICE MAY BE PLACED IN SAYE TRENCH AS SEYIER SERVICES PROVIDED TNT A Ze VERIMIL A A 36' HORIZONTM. SEPMAOON ARE MNMANED. 13. ALL CURB BOXES SHML RE ADJUSTED TO AN ELEVATION OF 1' BELOW FINISHED GPME. 14. ALL 6- AND e' WAMRWIN SHML BE C900 PVC. AGGREGATE EMTENO RMQIS STORE A MIN OF 6' BELOW AND TO THE GOES OF RC BUMP scum) Ouni PCRGIS STIME G' BELOW AND TO ME BOTS OF HOPE ©UNE PMOUS STORE MEIAW WTN NM-WOHN GEDTOoME O FABRIC SNDCTIINK Fu 4V PERF-CMTED HDPE UNDERGROUND STORAGE DETAIL SANITARY SEWER SCHEDULE IY R .E' PFXftRATm -i 72' 0 0 o N�Posmullals • EW Ns PAano MMMEIwE � STAUEII F96dGMN5 Ai E' Y o a I y{p11by NIFAVMS � INnalrs zTIK Mmew .. .. 20TfZNF FIHdC %`N//`I/`I/`I/`I/`//�`/ 3T DEEP PERFORATED SUMP OCS MH FROM TO PPE OD. FIFE SLOPE PIPE LENGTH INVERT FROM INVERT TO RIM ELEV STRUCTURE SQE MANHOLE BUM PGE TYPE 7 I w I I ON�'f / 01 INVERT S I I I (SUMP) TYPE MRI 2 8 9IXT_ Ik8 1!!6W ININ TOT IL -___J L______________________ I SAN MH I- _ 1r- MHI -I I LUCY ROAD HYDRANT W/ 6' GATE VALVE 00 USAN MH 2 ] wM IX HYDRANT 186 LF DIRECTIONAL BORE - - -- by •:,, au : L• � 1. EXVSMG URUBE, SERIICE LOGRONS AND EIFMATIONS SHML BE VERIFIED IN FIELD PRION TO CONSTRUCrON. 2. LWNTMN A MIN 15' VERTIGL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR 6 RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCDON. 4. PKi PXY ENE INSUTAMON FOR ML STORM SEWER CROSSINGS WHERE VENTMIL OR HORIZONTAL SEPARAMIN IS LESS T1NAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WDH THE CM OF CHANHASSEN ENGINEERING GUIDELINES. 6. NODFY GOPHER STATE ONE CK 48 HOMS N TRANCE OF MI1' UTILITY WORR. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN WMPLLWCE WDH MNOOT iEIPORMY TRAFAC CONTROL ZONE UY01115-FIELD MANILA LATEST REV6KN. FOR ANY CONSIRURbN wrPHIN PUBLIC R.O.W. 9. ALL CASMGS SHML BE NEENMN OR IPPROVID Ep O FORWS STDM MMIMUM 40R HMD ,,ALE. W -e wASHm. CUDN JWIT7 R'iNOH� 1. EXtSFNG UFUffI . SERVICE LOGTpNS AND ELEVArIMS SH BE VERIFIED W FLED PRIM TO CCI 2. MNNTNN A MIN 18' WRFCA1 SEPARATKIN AT ALL PIPE CROSSINGS. WATER AND S NITNM SEWER UNE TO MMNTNN TO- VERTICM. SEPARATION. Li WAMRMMN AS NECESS lr. 3. COMPALTpt 6 RESPONSBIE FOR ALL PEMRS PRIOR TO THE START OF CONSIRUCOON. 4. PROVIDE POLY RENE INSULATION FOR ALL STORM SEWER AND WATFRMNN CROSSINGS WHERE VERUGL OR HONZONTM. SFPAMTKNN IS LESS TRAN 3% 5. NL URLM WORK WIMIN THE R.O.W. SHALL COMPLY WRH THE CM OF CHANHASSEN ENGINEERING GUIDEUNES. R. NOTIFY GOPHER STATE ONE CLL IB HOURS IN A ANCE OF ANY URLNY WORR- 7. PaCi TEMPoRARI' TPA TIC CONTROL IN C MM, ICE M "GOT 11EMPORM[Y TRAFFIC CONTROL ZONE LAYOII(S-RECD MANUAL' LATEST REHSION, FOR INT CONSIRUCRON WTHIN PUBLIC R.O.W. 8. ALL SWTTARY MVNO.E TO BE 48' DLUIETER CONCRETE W/NEENAH R-1642 G W. UNLESS NOTED ODIERW15E 9. WAMRMMN, SERACES. AND VALVES SHML BE INSTALLED WRH MINIMUM 7.5' OF COVER. 10. WATER SEMCE SHNL SE 1 DLA TYPE 'K' COPPER. W/ 1' CORP. STOP i I. CURB BOX 11. SEWER SERACE SHALL BE 4- PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICE MAY BE PLACED IN SAYE TRENCH AS SEYIER SERVICES PROVIDED TNT A Ze VERIMIL A A 36' HORIZONTM. SEPMAOON ARE MNMANED. 13. ALL CURB BOXES SHML RE ADJUSTED TO AN ELEVATION OF 1' BELOW FINISHED GPME. 14. ALL 6- AND e' WAMRWIN SHML BE C900 PVC. AGGREGATE EMTENO RMQIS STORE A MIN OF 6' BELOW AND TO THE GOES OF RC BUMP scum) Ouni PCRGIS STIME G' BELOW AND TO ME BOTS OF HOPE ©UNE PMOUS STORE MEIAW WTN NM-WOHN GEDTOoME O FABRIC SNDCTIINK Fu 4V PERF-CMTED HDPE UNDERGROUND STORAGE DETAIL SANITARY SEWER SCHEDULE IY R .E' PFXftRATm -i 72' 0 0 o N�Posmullals • EW Ns PAano MMMEIwE � STAUEII F96dGMN5 Ai E' Y o a I y{p11by NIFAVMS � INnalrs zTIK Mmew .. .. 20TfZNF FIHdC %`N//`I/`I/`I/`I/`//�`/ 3T DEEP PERFORATED SUMP OCS MH FROM TO PPE OD. FIFE SLOPE PIPE LENGTH INVERT FROM INVERT TO RIM ELEV STRUCTURE SQE MANHOLE BUM PGE TYPE IXFM i- w I I ON�'f / 01 INVERT AVERT ELEV TYPE TYPE MRI EXON 8 9IXT_ Ik8 1!!6W ININ TOT � +ST IOW:oP.11 NO MHI 8 0(950 1131 10158' 10A.10 IOSb 18 13D SDB.Y.P\C 1,[H3 S0I1 8 .IDE. .5 i.6 I.,. 11o. N 1.14 ..FN' VALVE PROPOSED -- - - - � - - - - - - STORM SEWER SCHEDULE HYDRAM TO RIM STR. MISTING GAVE V&W E a5FNG HYORNR BUILD LEGEND: i- w I I ON�'f / LENGTH TFT] INVERT AVERT ELEV TYPE TYPE _ ' PROPOSED STORM SEWER Y Q I • • PROPOSED SANRARY SEWER J I -1-1- PROPOSED WAMJRMNN ' • PROPOSED GTCH BASS II N PROPOSED STNRARY MWnou: N PROPOSED GTE P. SLOPE { HYDRAM TO RIM STR. MISTING GAVE V&W E a5FNG HYORNR BUILD Pipe i- EMSMG WAMRMNN E% SAN MH ON�'f / MHICB i ® IXISTNG GIM BASIN RECptDORA(W1NG II �yEV1�W � 6TING SeOP N� GUSTING MANHOLE 0 IS 30 60 ..-•-.---. IXI$DNG STORM SEWER\M`g�PUGt\ON ® -- IXISIING SANRMY MANHOLE SCALE IN FEET IXISONG SWRIF! SEKP P FO Not LIMITS IIRAEBYCE0.lifl'TIAiTMSPIAH. jROIEETTEAM BATR 159UE DATE ISSUE SPECIEICPIMN,OR RIPORT WAS PREPARED BY MEDR DNDERMT DESIfiNED NPR 6115 fT1Y SVBMITTAL E �` 233 Park Ave S. 5[e 300 DIMEcrsLmExTIspA ANDTwLTI DRnRT4: D ANA DULY LK'EMED GLACCUM PROPERTY C Minneapolis. MN 55415 molTasroNULNGNEER L. UER rROME4:rw xIs4WA THE uwsorn6srAt9oF 672.758.3080 MaN MNNSDTA STORM SEWER AND UTILITY PLAN 15230 WAYZATA BOULEVARD 612.758.3099 FMK PRELIMINARY PLAT AND REZONING SUITE 101 MARKwuscx Tre Q.ar OC �,�. W'AYZATA MN ALL 1 A N T vNww.allianbinccom .W SHEET 8 of 12 55391 PHONES (BiiJ SUBMITTAL 990-0666 P. DIA. P. SLOPE P. Mai PIPE FROM TO RIM STR. CAST BUILD Pipe FROM TO E) [IN] SIFT/FT) LENGTH TFT] INVERT AVERT ELEV TYPE TYPE (FT] pass ENOINFERIN• DATE LICENSE R0. Rl OAIE VV1i1.11TTAL PROPOSED CANOPY COVER CANOPY CALCULATIONS Pa�O LEGEND +� coNs a I F EXISTING CANOPY COVERAGE PROPOSED CANOPY COVERAGE TO REMAIN I 1 G 15 3G fG srr,_e w FEET E c MUCrYTFe'-'ll,,,MTj �� GLACCUM PROPERTY 9 9tittfll ATpIA. OI RFFMi M'Af �IfTSD, yR y,N UIYYYIIAL D RREIAREII BY Mk UO LnLER W 233 Park Ave 5, Ste 300 nua %nxvlswv A.eo TRAn tAARI; NR AMA 0.lY Il('fHSEI) Minneapolis, MN 55415 u u%AaE Aeamcc� uAxs wac�wu Nsws Tr¢uwsaF 5R6 wAreae 612.758.3080 ru Mn*RsnrA PRELIMINARY PLAT AND REZONING I 15250 WAYZATA BOULEVARD 612 756.3099 FAx TREE CANOPY"COVERAGE SUITE 101 uAee eRmuete.nw Aaw @AlQC KVWW WAYZATA MN M391 A L L I A N T www.allianl-ince°m SHEET 9 OF 12 PHONP.1612199 OW 11101.162111• ogre ExvaeRa RY mre SUBMITTAL eRw•.r.rr cw A im • ee.u,. c+ww to.ene. lex Aje]$ l.m � uaaneMamnm r+�rorcna..a• Mx Ar.ru awe Ilu'aewrvReWm�all O cam'w Gw� iM 15.506 aL6 MlwenemOof.Cfapr 6kpuM [a pYCama;e 16E6 aWI ` yuM WsalaMPeparenrtm ]I,Ar1 aRI Mta.6•I] 6 ,aasum•M ln, ulnnsunm•r/s.o•r n® Isan xe.n«=1®slomwl I 1 G 15 3G fG srr,_e w FEET E c MUCrYTFe'-'ll,,,MTj �� GLACCUM PROPERTY 9 9tittfll ATpIA. OI RFFMi M'Af �IfTSD, yR y,N UIYYYIIAL D RREIAREII BY Mk UO LnLER W 233 Park Ave 5, Ste 300 nua %nxvlswv A.eo TRAn tAARI; NR AMA 0.lY Il('fHSEI) Minneapolis, MN 55415 u u%AaE Aeamcc� uAxs wac�wu Nsws Tr¢uwsaF 5R6 wAreae 612.758.3080 ru Mn*RsnrA PRELIMINARY PLAT AND REZONING I 15250 WAYZATA BOULEVARD 612 756.3099 FAx TREE CANOPY"COVERAGE SUITE 101 uAee eRmuete.nw Aaw @AlQC KVWW WAYZATA MN M391 A L L I A N T www.allianl-ince°m SHEET 9 OF 12 PHONP.1612199 OW 11101.162111• ogre ExvaeRa RY mre SUBMITTAL TREE INVENTORY & CALCULATIONS WTALD,.DE. TZD NEY \ UI - DDROTEs ,REE I: S OOEF1 IE To W.1NR0, W Sa,.AR. > TREE PRESERVATION NOTES: CAN - DEN01EE I.E. SUNS OF EANTY AND ROT DAN - DDIGTES MR, GFS—G sGNS DF ... ( Q LDAM ErvR - FANOTS A TREE THAT HAS LOST ITS T .AL STEM IEAEM LEGENDI BEFGP.E ART CONSTRJCTON OR GR ZING V DE HGFMENT PROACT IS TO OCCUR, A MEE PROTECTON SEN - DENO yNESCEF. OR A TREE IN A STATE OF DECURE .. WE TO FENCE (AT LEAST 4 FEET IN HEIGHT AND STAYED WITH POSTS NO LESS THAN EVERY 5 FEET) SI AlL p5FA4 OR INFESTATW W EE IISIALLEO APOUND TYE DRIP USE OF WHOED AREAS. FRE DRIP LINES OF DROING TREED TO BE GET - CERUIES A YIATTE STEMMED TMUNS MD 6 Q WY BEIK IIIQIIEm. Y, PRESEMEO OR AT THE PERIMETER OF THE CRIPGLL ROOT ZONE (WHICHEVER IS GREATER). SIGNS CBR - FEIIOTES 9OYFICM'T S. UYB M1H ROW. FOR YPYUIMM T5Z4 .¢ TRIG - DDaES wlGle TREE sxDAn a REYDAD OIE m DESTINY on //,�' sHAtt BE PVCED ALONG THIS FENEE FINE T.FnNG THE AREA AS A TREE PROTECTIW AREA AND N ` _ ' USTING TREE 1D REMAIN I 'y I GR�ADINNGG uMD oxsRUC�TIONNOTHE ACTNTFFISSETEronWTED. TRIG FEREE wm REMBx w PvcE uNTL Au a - BONGOES A Wum MEE `/1534 S 1. NO EgNPYENE, COXSIflIN:IION WTER OR SOL WY BE STORED WIiKN THE OfiP LINES OF AW EN EMSRNG MEE TO BE REMOVED _ _ - _ _ NO D GREETS TO BE PRESERVED. ]. NO END ENT. INU pSNRPAVCE GRACE CHANGE, TRENCHING. OWING, COMPKTON M CIMNGE �1524 / I IN SOIL CHEMISTRY SRA1 OCCUR WITHIN FENCED ARGOS PROTECTING $IOYFKNR TREE R EMSnNG TREE (OT9TE) � 4. COMPACTOR! TO PREYeNT THE CHANGE IN SOIL CHEMISCRT WE TO CONCRETE WASHOUT AND LFANAGE i EV\�W Q OR SPIE OF TOXIC WTERVLS. SUCH IS MELS OR RAMS. TNEP R P� 5. MANAGE PAITFAIS O! THE SITE SHA1 NOT CHANGE CWA}]YBLY CAUSING DRASTIC FNNROIYENIAL ■ ■ SILT PNOIEt>1GN IJMI15/ / FO ` {M \N N CHARGED; N THE SOIL AOSTME CONIENE WXF.YE TREES ARE NTExBOD TO EE mEsunED. 0 15 00 60 SILT FENCE / {i� " HSjaOOt\O B. BVD. Dlsctvn DR WIHO SIpwgNr OTE¢ WSIE NOf Ncwom AS Pim R TIE EXISTING TREE ® _ - / PRE R co N.ENTOR". SCALE IN FEET I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NOS FO T. NO SIGNIFICANT TREES SIWL BE REMD.TD UMR TIS PER PRESVrvATpR RLN! a ATNROVID BY THE CRY m [IwIM,�A 1HEREBY1RTTA']H MBSIFAOC PROJECTTP.AM DATE EMFIT DATE ISSUE E (� ADGNGRR DRTW 5 °EEI° GLACCUM PROPERTY D MGRG DBTNEORLM°EAI ESUS R RMRTAL O 233 Park Ave S, Ste 300 AMADVLreEICER>n ANDTWTT DAr,Mr: eLx AMAgRYLMEI6FD Minneapolis. MN 55415 IANDSCAPE AAcxrlEcr DxDEn PAOTcrlm zlsoox 612.758.3080 wTRR TmuTvsrET>E rrAIEOF TREE INVENTORY AND PRESERVATION PLAN SUITE WAYZATA IM)ULEvatU 612.758.3099 FAX PRELIMINARY PLAT AND REZONING I SUITE TA A L L I A N T 14APILERONLE(T NAASL. G"'°`"E`�" PHONE (61 MN 55391 vmw.allianl-inccom SHEET IO of 12 PHONE (612) 990-066a; E R{ 1 R E E R I N 4 DALE IAII,gIA RY ANTE SUBMITTAL oommmm Emu ©m o©momm�m•m 1©0�0©m�m•m mmml ©mom©m��� oomoom��m mmm mmm oam�mm�m•m o©�©mm��m omm©mm��m mmmmmm��m oom�mm��m �ammmm��m mmm�mm��� o©mmmm�m•m o®��mm��m m©mmmm��m o®��mm�r..r.Xa_� ommmomt��m ©opo©o��m mmmmmm�©m oo��mm�� m m©mmmm�m•m oo�m©m�m•m o©momm��m ©opo©m��m mmmmmm�Tem,m o©mo©m�m•m momm©m��m o©mm©m��m mmm�mm�©m mo�m���©� ®om®mm�m•m m©mmmm�©m t©©�©mm��m m©mmmm�m•m o©��©mom©� mmmmmm��m ©o��om�m•� m©mmmm��m o©�omm��� �omomm�©m ©oma©mom©� momomm�©m oo��©m��m momoom��m oo�®mm��m m©momm��m o©gym©mom©m m©momm��m m©moom�©m m©moom���m �©mm©m��m oommmm�m•m oo�o©mom©� om�t0©mom©� o©mm©m��m o©mmom��m o©momm��m oomoom�©m o©�omm��� mmmmmm��m o©�©mm�m_m t�omomm���m o©�oom�m•m mmmmmm�©m o©�®v©�rsm m©momm�m•m o©� ©m�m•m m©mmmm�m•m o©�©m�m•m ommmmm�r^cmm o©gym©m�m_m oommmm��� o©�mmm��m ommomm��m oo�mom�©� om�mom��� oomomm��m momma©mom©m oommmm��m oom�mm�©m oo��mm��� mmmmmm��m oomomm��m o©m�mm��� o©�mmm�©� o©m®©m�m•m om�mmm�m•m momomm�m•m o©�omm�©em,m m©momm�m•m mo�omm��m m©momm�m•m om�omm�©m m©�oom�em•m WTALD,.DE. TZD NEY \ UI - DDROTEs ,REE I: S OOEF1 IE To W.1NR0, W Sa,.AR. > TREE PRESERVATION NOTES: CAN - DEN01EE I.E. SUNS OF EANTY AND ROT DAN - DDIGTES MR, GFS—G sGNS DF ... ( Q LDAM ErvR - FANOTS A TREE THAT HAS LOST ITS T .AL STEM IEAEM LEGENDI BEFGP.E ART CONSTRJCTON OR GR ZING V DE HGFMENT PROACT IS TO OCCUR, A MEE PROTECTON SEN - DENO yNESCEF. OR A TREE IN A STATE OF DECURE .. WE TO FENCE (AT LEAST 4 FEET IN HEIGHT AND STAYED WITH POSTS NO LESS THAN EVERY 5 FEET) SI AlL p5FA4 OR INFESTATW W EE IISIALLEO APOUND TYE DRIP USE OF WHOED AREAS. FRE DRIP LINES OF DROING TREED TO BE GET - CERUIES A YIATTE STEMMED TMUNS MD 6 Q WY BEIK IIIQIIEm. Y, PRESEMEO OR AT THE PERIMETER OF THE CRIPGLL ROOT ZONE (WHICHEVER IS GREATER). SIGNS CBR - FEIIOTES 9OYFICM'T S. UYB M1H ROW. FOR YPYUIMM T5Z4 .¢ TRIG - DDaES wlGle TREE sxDAn a REYDAD OIE m DESTINY on //,�' sHAtt BE PVCED ALONG THIS FENEE FINE T.FnNG THE AREA AS A TREE PROTECTIW AREA AND N ` _ ' USTING TREE 1D REMAIN I 'y I GR�ADINNGG uMD oxsRUC�TIONNOTHE ACTNTFFISSETEronWTED. TRIG FEREE wm REMBx w PvcE uNTL Au a - BONGOES A Wum MEE `/1534 S 1. NO EgNPYENE, COXSIflIN:IION WTER OR SOL WY BE STORED WIiKN THE OfiP LINES OF AW EN EMSRNG MEE TO BE REMOVED _ _ - _ _ NO D GREETS TO BE PRESERVED. ]. NO END ENT. INU pSNRPAVCE GRACE CHANGE, TRENCHING. OWING, COMPKTON M CIMNGE �1524 / I IN SOIL CHEMISTRY SRA1 OCCUR WITHIN FENCED ARGOS PROTECTING $IOYFKNR TREE R EMSnNG TREE (OT9TE) � 4. COMPACTOR! TO PREYeNT THE CHANGE IN SOIL CHEMISCRT WE TO CONCRETE WASHOUT AND LFANAGE i EV\�W Q OR SPIE OF TOXIC WTERVLS. SUCH IS MELS OR RAMS. TNEP R P� 5. MANAGE PAITFAIS O! THE SITE SHA1 NOT CHANGE CWA}]YBLY CAUSING DRASTIC FNNROIYENIAL ■ ■ SILT PNOIEt>1GN IJMI15/ / FO ` {M \N N CHARGED; N THE SOIL AOSTME CONIENE WXF.YE TREES ARE NTExBOD TO EE mEsunED. 0 15 00 60 SILT FENCE / {i� " HSjaOOt\O B. BVD. Dlsctvn DR WIHO SIpwgNr OTE¢ WSIE NOf Ncwom AS Pim R TIE EXISTING TREE ® _ - / PRE R co N.ENTOR". SCALE IN FEET I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NOS FO T. NO SIGNIFICANT TREES SIWL BE REMD.TD UMR TIS PER PRESVrvATpR RLN! a ATNROVID BY THE CRY m [IwIM,�A 1HEREBY1RTTA']H MBSIFAOC PROJECTTP.AM DATE EMFIT DATE ISSUE E (� ADGNGRR DRTW 5 °EEI° GLACCUM PROPERTY D MGRG DBTNEORLM°EAI ESUS R RMRTAL O 233 Park Ave S, Ste 300 AMADVLreEICER>n ANDTWTT DAr,Mr: eLx AMAgRYLMEI6FD Minneapolis. MN 55415 IANDSCAPE AAcxrlEcr DxDEn PAOTcrlm zlsoox 612.758.3080 wTRR TmuTvsrET>E rrAIEOF TREE INVENTORY AND PRESERVATION PLAN SUITE WAYZATA IM)ULEvatU 612.758.3099 FAX PRELIMINARY PLAT AND REZONING I SUITE TA A L L I A N T 14APILERONLE(T NAASL. G"'°`"E`�" PHONE (61 MN 55391 vmw.allianl-inccom SHEET IO of 12 PHONE (612) 990-066a; E R{ 1 R E E R I N 4 DALE IAII,gIA RY ANTE SUBMITTAL 2 -GL L562 — 583 50� DISTURBEDAEAS iAS W ` Q 15 9 pl 600 W f. LU 6 -MP ((D 15' WIDTH BUFFERYARD �-E 11 : CITY ODE. I saEXISTING TREES TO O REMAIN 67 -1652 SEE GRADING PIAN BLO p; WETLAND BUFFER - 11569 SEED MIX ..117 r EJ T ji/l�■\��f�:_1,1526- � ■ T , BEAt_ -BH 3 -SIS 1 b •5_BN I LAKE LUCY ROAD 3sa i0 1502 60� 3 -HL o� 3 -SO -1528 FRONT YARD TREES, 1 PER LOT PER CITY CODE I 3 -BS 3 -BF 15' WIDTH BUFFERYARD B CRY CODE. 2 -MP —_ — -- _f POLY EDGING HARDWOOD MULCH I OVER FLIER FABRIC 1 LANDSCAPE SCHEDULE ON. KEY COMMON NAME/BOTMIQM- NAME WE NERMIS T CL OREE•191TE UNDER z.s fJl Bie MONK R'Gr.Igire' Rho ¢rtlito NO Y -C NO V-LXCI[X 3 RL SKILNE Nd1EYLLCIbT 25' CM- BER STRAGM TRUNK Oe61i®a trioconUlw wr. 1-. 'Sk,0Y., NO V -CROTCH 8 MP M FML RED MAPLE :S' GL MR SnLLM TINKK Aar i fi—m 'AF/1' NO V-LY10TlN .l Ro SIYMP NNME OVt 25' VL RkB STRMOIT iRUKK O.•... Nctlor NO V-CROiOI 6 BF CONIFERS BVSAM FIR e' W. IMS FULL FORM P.- -9 9 85 HIGIOINS $PDILE 6' R. MR FULL FDL Rceo glouw 6emolo 13 58 A BRRIAYCE SEBNCEBEAfO' 6' M. B!B 0.UW TOIEI A- MnWnrJlb a 91o^Eiflom '.WEumn BnlRoze' IS BI SHRUBS BUSN NTEYAFIQE Ta' M. LOT. MN. 5 GAMES D,errRk mafllilNu 'BUNMy' AT M. SRL. Np16: MIMM6 ON NNI AFLL4➢E UST MINIONS N D'On OF OSCRFPM c, 1. RFSINMNI evxvu LNNNXPF ROOMED = 1 TREE PER LOT %ILEO N TE MOR YNR M ONNIM - i TRIE PER LOT T. LEORPID - . TRFEs. S E ONOPT TRUE COERI4E RIN PROI TBMTS 3. I.0 u.r UNE eu` LUtt FWD 6 A REQUIRED OR AMO. iREREFDRE BUTTRONO B IS REONSO DBFFAYMA B R L 4 15' YN. BUFFER IAEA MIH T IN' LF. TREES, a UICEISfpRY TREES MOB $RRIBS PER 1D]' Li. TOTE BFTWYMD LEAGM 33T LP. THONG VK WCT N]Vl. IT A 15' RUM TIE B FFET'MD YIATELLR Is 1.0. NONDFLRE METE AAE 7 O'ERBTORY. 13 UNBEIbigN Aro 20 AM1LBS REWIRED TO R POMfO N ME WFMMAO RRFA PRpIEED - 8 Q9SICRY. 12 OIIIET6'1L1RY. XI SINS P NoTM 1. NST.LLL a' Mx. TCP SOL To . SOO AND SEED MEAS. TME CPILE ALL SCO NA SUT) AREAS. 1 STAKE OR WAN ALL PWII WtERV1 Lq'ATIO15 PRO, TO nmAIIATNMI. ]. INV s -D' DEPM SHREDDED RAADMWM10ER O WILCH MtMID ROOT 9OF ML TNfSS GRAM FROM PUNT XMS- a. PLWIING SNL 9M11 2N4ST CP 1:11 SW= NARY TMSDIL RAT Mme. PIT RW SND. 5. Co,P "TY GUMM E ALL WOAD FGR A PSWD OF ONE YFM BEGINNING AT ME MTF LG MCB'DMCE RAF ALL REPVCEYENIS NWYRLY (AS FXR GSCIKN m OYFER). E. ML WMML 3WL COMPLY NIM ME UT6T EMININ OF ME MNFANYN ,.DWG FOR NURSERY STXK. MME AS AT OR OF NURSWMEN. J. ML TREE TRUNYS SHML BE NRAPPm NRH BIWNN CREPE TREE NRAP. APRT NPAP IN grFYBER MND NEURONE N APRIL a. VLL COPIER STATE ONE ONL AT 651-aN-ONT FOR UXATND ML IANOROiWHO UTILITIES AND AN VO mmM m UFURV; DRI NG ME COURSE OF ME NORK. 9. WUMMN ALL PLWT WTUNP W_WDND WTUKNG. INTL ME TME OF MSFPTMICE m. ODOMATE NnMIATOR 'MM F.DEAL RcDNTM, BL 11. WM W MM O ONG OF MOPS CPBOIAL: MNNTNN RLYBVE55 OF TRQS FOR ..11ON OF NMW.Vtt FORM 12. SMEFP MET RASH ALL PAVED S RFA Me BURNS N1 DEBRIS Fh MII FINN LMNmxAR OPERAMNS. 13. OFROMIL OONFMA FOR SW11 FOUDN ME COARY/STAT: SOL ! EM510N COMNO SPEOFICATpx FOR DSMRRD AREA 6FABUUTCN. wTI . sss_ _� MNINT p 2T1 SOMNG WEE TO BE 12 LBS/AOE (PURE UVE SEID). SEE WGOT SEEONG MAMUIL �y SFM PUT ME cI MAOI SOXED AREAS NM MN/DOT TYPE 3 (MDA GEAMIED M® FREE) WLM AT A WTE OF 1 TON PER AOS RnM aB RWRS O 9omic, MuLN 91ONO TIER BE DSC ANMMED TO KEEP IT FROM BLOWING AWAY. SEFONG SHNL BE M4UED fACY IPIR 15 - JIILT 20 fN SOMB BFA ID - nEES UP. IF NYOMS.IDING UR UM IP%10WAMY 500 GN1MS OF PLATER PEIt ACRE REFER TO MN/OOT SPEC 3984 FOR PROPER NSTAWnM OF HICRo-RID. ML NANW gEOS USED M THIS P CT EWLLL O CuMnEO TO R OF MN,WTA ORION BY TE YIRFSOTA CRO' NPROYFJERT fiMK3ATM (MOA} OnTO BE PIEPARM BY LMHMNG TOPSOIL TO A MINIMUM DEPTH OF 3 1. THE STE TO BE NMRONFD OR RAIED FOLONNG S EDIING AMI MEN PACNM USING ACULT-PAMPA LM EDJIVMENT. 9:E YNWT SOMIN I YAMUAL FOR RE R MMNTAN S,MM AREAS By NATANG R oHNG IRB RVtMTING AS xELE55MT TO ESTABUST A UNIFORMLY DMS: STAND OF ME SPEOFIED GRA S UNTIL ACLEPTm. ANT MEAS FAILING TO ES .SN A ST.WO SHALL R RESIDED. REFERIXI$ED AND REMULMm MIEME4EIR TLE 'GIFTATYE COYER IS NOT A IRM. NNTRE3IDNG N SN DREORI N Y D NAM T5 m HESE AREAS RES TI ME DIMOAN sNAu RIMER MY DANAM ro OR NOD MEAS OANJ nG FROM EA�M MO/M EWI%AENT. THE CMAs KO 9OLL REPMR DMIAC{ NCLUDNC RE(FADNG IS4ID.NG ETC. AS NELESSMtT. RTOE 9MINCMi BAMALE 00MM 2'!� TRAIL SEE 3 -SB - — - - __ __ i ` • ' DECIODUUS OVERSTORY TREES I I CONIFEROUS MESS N II , llu - - ORNAMENTAL TREES _ yyI�I 0 RONERING SHRUBS NETIAND BUFFER SEED MO II �N\EW p Q SUFFERYMD AREA AIjI POLY EDGING D 7® / I/ �i a V Y 00145-1 IXISTNG TREES SCALE IN FEET - — — — — II / C tAOT Fpp .... TREE PROTECT FENCING E T TDAEBYCERTOI'TIAi FNW PROJECT TEAM DATE IS UE DATE FSM SFECIFKADON.ORREPOVMAT MSIGNEO RNR A116 Lm.sGBRImAL GLACCUM PROPERTY 11. R.E BTRIEORLMN2Nr 233 Park Ave S. Ste 300 ODEETILmuntN% wwTWTI DEAwN. nx ANA CAM LICENSED Minneapolis, MN 55415 LANOSCARB,vcclvr6rr nMNd FROIFClTa nsmN ME uwSa TTE STATEOF LANDSCAPE AND REFORESTATION PLAN 612.758.3080 TAX MINA'6OTA PRELIMINARY PLAT AND REZONING 1 -EW WAYZATA BOULEVARD 612.758.3099 TAX WAYKA SATE T A L L I A N T MARKXRONBECK. ASLA GA/GG REYTENL SUBMITTAL PHONE (61) 9 5-091 www.alliant-inc.com SHEEP 1 I OF 12 P}IONL'(Bl'D B9ROBb6 EM OINFEXIXN WTE LAFNY W. U' MIE * 0e I 71. IG�ENC\SR6 5]'.p I G3`E'-A.Ni Iu 510 PIAViNf CEiALS ep � piP,,TYL„r sREv si°P�n.== R© PL41TNL5 SMW%— zalEs g,�g FEW hie,L �. ay.mu.�-�a'm �"gs`YNYNIRFESP/LES�R9LPF]F3115 ® '�LRIM(YPfAEEE � n; a vK GVW al• L�a� �Y`—, ENGNMaNG PlAN1NO wants Ern e•m """"'^�`� D ARTMENT s109 TYPICAL NOMM& PLANTPIOS * 0e I 71. IG�ENC\SR6 5]'.p I G3`E'-A.Ni Iu 510 PIAViNf CEiALS ep � piP,,TYL„r sREv si°P�n.== R© PL41TNL5 SMW%— zalEs g,�g FEW hie,L ® '�LRIM(YPfAEEE � n; * 0e I 71. IG�ENC\SR6 5]'.p I G3`E'-A.Ni Iu 510 PIAViNf CEiALS ep � piP,,TYL„r sREv si°P�n.== R© PL41TNL5 SMW%— g,�g FEW hie,L C]L2YF•r.v�ev.n.m. x �.�.nb..6t1 eJL X. a°ro I 9` u.ua ju IYtl Fql GL[XRIlR1 I ®MSG I WI I flARYA RTK 4'. s�aY 'I I I i�iaa6new-..°. * ® I --Y I KE I = I -- - I YaYv D9ECRM RDA Ot4.'I FOR P\A(�\N Qc, C'RE` `�'o�s IxERERY CERIIFYtWTTtNIs vLAN. PROJECT I'F.AM DATE MM PAU DEUB �EAN°"ORRWRT"� GLACCUM PROPERTY D PRE➢AREDBTMEORONOERMY R m M E b}IS ( ] WRIA 233 Park Ave $, Ste 300 BDBcrsLreu�awn Arra Txnrl wAwN: EYc AM A WLY IICFHSm Minneapolis, MN 55415LANDY'APL AELTaIECr uADPA vEOARTNu Msanm 12 DRawsOED�sAE� PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS 612.758.3080 YON NmnTrrA 152MSUIT WAYZATA BOULEVARD 612.758.3099 PAN SUITE tm ALL 1 A N T MARA ERW.,RiE.AAA Q&W RRVIEW 61 MN fi www.alliant-incwm SHEET 12 OF 12 PHONE ( PHONE 6lE)990�06(,6 EROIMEEEIME Ml£ LRIIIYNO. Rl' 5Z.— SUBMITTAL hie,L * ® I --Y I KE I = I -- - I YaYv D9ECRM RDA Ot4.'I FOR P\A(�\N Qc, C'RE` `�'o�s IxERERY CERIIFYtWTTtNIs vLAN. PROJECT I'F.AM DATE MM PAU DEUB �EAN°"ORRWRT"� GLACCUM PROPERTY D PRE➢AREDBTMEORONOERMY R m M E b}IS ( ] WRIA 233 Park Ave $, Ste 300 BDBcrsLreu�awn Arra Txnrl wAwN: EYc AM A WLY IICFHSm Minneapolis, MN 55415LANDY'APL AELTaIECr uADPA vEOARTNu Msanm 12 DRawsOED�sAE� PRELIMINARY PLAT AND REZONING LANDSCAPE DETAILS 612.758.3080 YON NmnTrrA 152MSUIT WAYZATA BOULEVARD 612.758.3099 PAN SUITE tm ALL 1 A N T MARA ERW.,RiE.AAA Q&W RRVIEW 61 MN fi www.alliant-incwm SHEET 12 OF 12 PHONE ( PHONE 6lE)990�06(,6 EROIMEEEIME Ml£ LRIIIYNO. Rl' 5Z.— SUBMITTAL GLACCUM PROPERTY CHANHASSEN, MINNESOTA N _r 9 II II o ® 60 Sao uAH CITY OF CHANHA&iU l RECSWED JUN 0 5 2015 GHAIIASKNPLAW"OF8T VICINITY MAP MR T(I SCALE SHEETINDEX NO. COVER SHEET I P.XISTINGCONDITIONSSURVF.Y 2 PRELIMINARY PIAT 3 SITE PLAN 6 GRADING AND DRAINAGE PLAN 5 EROSION AND SEDIMENT CONTROL PLAN 6 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS T UTILITY PLAN S TREECANOPYCOVERAOEPLAN 9 TRCEINVITTORYANDPRPSERVATION PLAN 10 LANDSCAPE AND REFORESTATION PLAN II LANDSCAPEDETAILS 12 DEVELOPER ESTATE DEVELOPMENT CORPORATION 152% WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55591 PH: 612A90IM66 CONTACT', TOM GONYEA EM CONSULTANT ALLIANT ENGINEERING. INC. 235 PARK AVENUE SOUTH SURE 300 MDINEAPOLIS,MNSSIIS PH: 612-759-080 PX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. UAW EM: mnu.cM1@Hllmlimmm SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 180:5 EMS 6Plmxee6gelli.n� irc.mm LANDSCAPE ARCHITECT 111 MARK KRONRECK LICENSE NO. 26II2 EM: m8me6m8@Rlli.m-im.mm TOP PENIE \ A P� ,. 1 pREL�MPP�fPfU`G EDC www6mTA eoln.Rv6Ro eBrtein' AMNef®� HHONE(ivwomxn xoue u Q PnrYAK3.5re 0 MinnenpdB. S. 55-715 SD. 58 Moo uaN SQ.758 99 ... ALLIANT ........,.. uwn nhre >d GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING SUBMITTAL I COVER SHEET R � — J{./HP119GL1 1 SHEET lung SW 1/e OF T 711a. R23 .F,jP ,923 130.10 ` / 6 r i � aan , } r M n I n .I E l e --- LAKE LUCY ROAD �4wewaw ravel I I 9 FOR A"EW ONLY PRELIMINARY NOT FOR CONOMCTION LEGAL DESCRIRIION wnipmra.�anainne"su,u,; rm n'a'ng.,wrwue"iam anwr.ro�,arw..a.aNae,anwwn �w eiwN"i nM�' NOTES LEGEND Io I; I i I W MNL4 vk ?co L\MNP " .rry I rmmvYe 1 r LEGEND: g1 T'LME L0. LIME RplT OF IMY TLTI ..`.Ea; I EDC IM1'E]U wAYfATA.11LRVAn6 Al"""IIAI T , XN RR,o, FMONF. IPIxPV+MM 0 Pe.M w5.SON 300 MlnnBnOOIIs. MN 55415 61]]583080 NNN 611.]58, a �.. ALLIANT WBNAIImnl lKC ••.I......•— 'mrw�ar��WxwmnXe•ww. „ GLACCUM PROPERTY I. .— PRELIMINARY PLAT AND REZONING SUBMITTAL 18R[LIMINARY PLAT ...,.",. J' EMU 3 or C SITE PLAN DATA 0 N1.�5.5M3� Mlnn.npotls. MN 45115au.."�.n®wv 612.1583050 613.]55.30",u ALLIANT wmv,anMnuu,ccem ......••... ww s " = GLACCUM PROPERTY R Nm..0 en PRELIMINARY PLAT AND REZONING I SUBMITTAL SITE PUN '""""^" WETLAND BUFFER DATA N.rw �nrn, -x r TYPICAL LOT DETAIL xo. m uuE I ----— ---— — ( — — — — — � N I J III / fON aEVMWA "'ag \M"T �T\ON LEGEND: r.oran. uN a _ ® .m..N N m. �f IWiCN ® MSOEXP.I S1,Sf!•vf CXOX 5100 EDC w..ro 5 wn wurr5 ��i' AY/J.TAMN..1.., M10N8NIU BP>MM 0 N1.�5.5M3� Mlnn.npotls. MN 45115au.."�.n®wv 612.1583050 613.]55.30",u ALLIANT wmv,anMnuu,ccem ......••... ww s " = GLACCUM PROPERTY 6 au„M PRELIMINARY PLAT AND REZONING I SUBMITTAL SITE PUN '""""^" 4 SHEET 4 o 11 xt OF 1012.5 4. xx� vI„ ;e� xeao, GRADING PROFILE "I'* M^ "m`n. x^ q � n,m .� Mn Imps 1070 tsf 1070 PRELIMINARY PLAT AND REZONING SUBMITTAL c Y � 1060 �i B Y 1060 x a : ° 1 I p $1 1050 10, �. 1050 x' rcnwo Sara xnns r n lxraYp`.� 1040 // ,�,' 1 W0r1AND e v Im n tra maw rmwexcel roes xn-I c; r 1 ' nip°j°ix mz eI is 1 xx -_� 1020 1010 x� m 1 _•! '�: a iur<e BLy 1000 1000 dFa�rla xpvN rm1rN�. ro. � pn. i xt OF 1012.5 4. xx� vI„ ;e� xeao, GRADING PROFILE DEVELOPER: ,�• ��i _:� m m I, ' �p3cev1 GpRFA�DIGN�—G.L�GyND: exLL xr I `��I ewe rxrmn �a / -��— PVJOx[p minlW Mw..o y mm�a., w.rlA..o-mxp M GRADING NOTES: IT Ir.. _. �>bwe �'rnm"Owon �n:�..a.or.�...�o.oi.normn..ra ..o wsnrno-amn �/. NOr FDO - wu.rm.rw.mmxm row.ue w.rmornxmarw mmw�.pm enaem.p GLACCUM PROPERTY s 1 D C j.i FDC] 1 emwArure lam.mAxD ITT.,., wviw+�Munnml Dewrmm "I'* M^ "m`n. x^ q � n,m .� Mn Imps 1070 tsf 1070 PRELIMINARY PLAT AND REZONING SUBMITTAL c Y � 1060 �i B Y 1060 x a : ° 1 I p $1 1050 10, �. 1050 1040 I 1040 IG GI 1030_. 1030 mz is 1020 -_� 1020 1010 1010 1000 1000 DEVELOPER: ,�• ��i _:� m m I, ' �p3cev1 GpRFA�DIGN�—G.L�GyND: exLL xr I `��I ewe rxrmn �a / -��— PVJOx[p minlW Mw..o y mm�a., w.rlA..o-mxp M GRADING NOTES: IT Ir.. _. �>bwe �'rnm"Owon �n:�..a.or.�...�o.oi.normn..ra ..o wsnrno-amn �/. NOr FDO - wu.rm.rw.mmxm row.ue w.rmornxmarw mmw�.pm enaem.p GLACCUM PROPERTY s 1 D C j.i FDC] 1 emwArure lam.mAxD ITT.,., wviw+�Munnml Dewrmm 233 Put Ave S. Ste 300 Mlnnenpolls, MN 55015 613 x583080 uux 612x583096•.. ALLIANT .111.11 1n •••'•IA M^ "m`n. x^ q � n,m .� Mn Imps PRELIMINARY PLAT AND REZONING SUBMITTAL I GIUD1NC AMD DIINXACD PUN � SHEEr 5ori2 O D ACTIVE SWPPP LEGEND u somjo, At I AN ar AM IiAM I 9 wf /.uM n�n�«I b„ GLACCUM PROPERTY rn PRELIMINARY PLAT AND REZONING SUBMITTAL I.m A.A �MI.nN,nn..,.,., .:n Jnr ,wnTE nry �—A M. v11[.m Iw.1 um l.rrv., w.x.l �rAowl n o o-nuc�.A.x EROSION CONTROL RESPONSIBLE PARTY: —A-.— A.I®,., A.M IM v Meswmll Q nN.AAYZATA� 1521D eAK iA BWLLVAIA. WIR Iq xoR. cMm.cm1, avaN. caxaANlart a swro NsnclM 3c mlluR rM.. u NMvx. r.aa.6en CONSTRUCTION SEQUENCING' DND N.55C nublrrn&n. p�8� ' r*n�'�% 0 11 No •�"®"` w..xm1. smsrr n un nAPNµsr r A,M I. A maMMO x; o� cwn OT, M.w.. xxM1 u.. I tfoR AW b1 o NDAN o[ttTv�i.xr) ACTIVE SWPPP LEGEND u somjo, At I AN ar AM IiAM I 9 wf /.uM n�n�«I b„ GLACCUM PROPERTY rn PRELIMINARY PLAT AND REZONING SUBMITTAL I.m A.A �MI.nN,nn..,.,., .:n Jnr ,wnTE nry �—A M. v11[.m Iw.1 um l.rrv., w.x.l �rAowl n o o-nuc�.A.x EROSION CONTROL RESPONSIBLE PARTY: —A-.— A.I®,., A.M IM v Meswmll Q nN.AAYZATA� 1521D eAK iA BWLLVAIA. WIR Iq xoR. cMm.cm1, avaN. caxaANlart a swro NsnclM 3c mlluR rM.. u NMvx. r.aa.6en CONSTRUCTION SEQUENCING' DND N.55C nublrrn&n. p�8� ' r*n�'�% •�"®"` w..xm1. smsrr n un nAPNµsr r A,M I. A maMMO x; o� cwn OT, M.w.. xxM1 u.. I tfoR AW b1 o NDAN o[ttTv�i.xr) N ln�ir��u ["�.r®A�i �� xrr K m�hi� �4xo ml:00, SWPPP BMP QUANTITIES (PER PLANT: 1.11-1 —1 TIA-1: 1 .r.xoAw sl+ mce L.w v.. ,,. Kn PmrzcnM I� mlxsmwnu :Wrl ` 'M .® W MANIC AMA PMi zob NOTE TO CONTRACTOR: LEGEND: ^p"°ten ®uArotiii wuin-m..rio+n vwn. umm oK n�n�«I b„ GLACCUM PROPERTY rn PRELIMINARY PLAT AND REZONING SUBMITTAL I.m A.A �MI.nN,nn..,.,., .:n Jnr ,wnTE nry �—A M. v11[.m Iw.1 um l.rrv., .. AK M. A. n o o-nuc�.A.x EROSION CONTROL RESPONSIBLE PARTY: —A-.— A.I®,., A.M IM v Meswmll Q nN.AAYZATA� 1521D eAK iA BWLLVAIA. WIR Iq IN DND n. Im,unen....M A AMA OT, M.w.. xxM1 u.. I tfoR AW b1 o NDAN E D c Ibuo WAVGTA 60NLeVAeU ll.6Al WAYfATA MN MBYI PMONBMIL WJCMO 0 P„ .�s.sN�N Mlnmepdb, MN 44115 6R.]" 0BO uw ALLIANT 6121W8 4vu vwx.elllenlAM1.r91n ...i...Alne ^p"°ten ®uArotiii wuin-m..rio+n vwn. umm oK n�n�«I b„ GLACCUM PROPERTY rn PRELIMINARY PLAT AND REZONING SUBMITTAL IBRO IDN ANU ICDMINT CON TOLPWN nry 6 SHEET hof 11 tis oLm M•,r L{ L J .J.L' dJT I 5 '�—'/'j—i� S- — tau",•sas�.G-. .MLN94N1- •YiC..TQ•-••• _rr.r• LiT i4•• EROSION CONTROL GENERAL NOTES: e._'SiWAW vfm umTTlS. 3•immira.'— 2:A2T63iYL:WNTiS�.iTiLE14 ••�• Mew— RI4"� C i •^ •• • R�li 1A�BR°dL �� ®'"i. mew. mws.".�e�^m..'.o.o•:. EROSION CONTROL SCHEDULE: ... ��Wmwnw SEDIMENT CONTROL PRACTICES: 'W%"�"..dUi MIT- �tib' FINAL STASILGATION: Lem -rxY._- r=a_—a—�•�•w EROSION AND SE0IME W CONTROL MAINTENANCE PROGRAM: POLLUTION PREVENTION MANAGEMENT MEASURES: wv�ww�r.2% aw "'0 D"`PRY PaE ��MNN UGTIO" HOLD DOWN DETAILS EDC VPVwovTATA wuI.mAxD .Av IANNeMN rxoxelerveeomM 0 vP.mAes.sNsao Mlnn.npalN. MY ss01s 60.)SSIDBO ww saTsssosE ... ALLIANT w.ew.ellem.xa<om ........... w ww _w GLACCUM PROPERTY wa,wmw� PRELIMINARY PLAT AND REZONING 3UBNUTTAL ...... ..w N " •• `•+• ••" mr/ art/ y • SMl POLLUTION PREVENTION MANAGEMENT MEASURES: wv�ww�r.2% aw "'0 D"`PRY PaE ��MNN UGTIO" HOLD DOWN DETAILS EDC VPVwovTATA wuI.mAxD .Av IANNeMN rxoxelerveeomM 0 vP.mAes.sNsao Mlnn.npalN. MY ss01s 60.)SSIDBO ww saTsssosE ... ALLIANT w.ew.ellem.xa<om ........... w ww _w GLACCUM PROPERTY wa,wmw� PRELIMINARY PLAT AND REZONING 3UBNUTTAL InMIMANDUKTM sENTconmoL " •• `•+• ••" 7 SHEET Toll] ------- .. nv�4Mm'�ium+x.�iw�. uMi.... lnnt LUCY 1 1 1 I w ^1 .. BLO)* 1; —..— � i BMW SEWER SCHEDULE ______} N I I L� NLp'1 \ I�PID•�p1b 10.8 \1L 1 J asww V.D4. Y.BLC1[ ppm vVe 1 I i IL) 2 Y4wL H1 I L = �i ' WLD Nq 0 PRW TO 0 p Ti r 4n �lr- _ I y r .nNro,w, ------- .. nv�4Mm'�ium+x.�iw�. uMi.... lnnt LUCY ROAD -- GLACCUM PROPERTY u,- PRELIMINARY PLAT AND REZONING SUBMITTAL I6TORM 9EN'Efl ^ND UTILtl'V CLAN � i BMW SEWER SCHEDULE N / + J asww V.D4. Y.BLC1[ ., vVe pub wwA:.'°n� TO R-= a4�.o sm,. w.nc WLD Nq 0 PRW TO 0 p Ti tLNOiM Ff .1l.T N..T (LLV TWL TVOF Ax STORM SEWER NOTES alJc ROW nVTC��� 4RII 4ip,. VrLRY NOTES am,"""a s w Dina awuFN vmw s -.w wnn .wLN zone lWil . ..X w ,ID YWI NwfI"uw WM MxwM IYNNM. ;u nm mm35 rnt • ,.c M['. �wx.P. n/an[ was 'ommn[ nrm a .wa. Y� 0 0 48" PERFORATED HDPE UNDEROFOLM GE E D c 1s:Niwlrur^WI;LW1W .';nL1xl YXONNI^I'II MNxNn �3.S1e Mlnnenpolls. MN 55,15 611 ]583090 wr 6RI583D99... ALLIANT w,w.pnMm.la.,am n n.n• nv�4Mm'�ium+x.�iw�. uMi.... m GLACCUM PROPERTY u,- PRELIMINARY PLAT AND REZONING SUBMITTAL I6TORM 9EN'Efl ^ND UTILtl'V CLAN � i BMW SEWER SCHEDULE J 4X21 V.D4. Y.BLC1[ P.Ytl vVe FlIW TO R-= dpf WLD Nq PRW TO 0 p Ti tLNOiM Ff .1l.T N..T (LLV TWL TVOF Ax �F��`VOPataw�T p j ,OR E D c 1s:Niwlrur^WI;LW1W .';nL1xl YXONNI^I'II MNxNn �3.S1e Mlnnenpolls. MN 55,15 611 ]583090 wr 6RI583D99... ALLIANT w,w.pnMm.la.,am n n.n• nv�4Mm'�ium+x.�iw�. uMi.... m GLACCUM PROPERTY u,- PRELIMINARY PLAT AND REZONING SUBMITTAL I6TORM 9EN'Efl ^ND UTILtl'V CLAN � 8 sYetr por li PROPOSED CANOPY COVER D 9 .�4+=••11�...w�� WAY X9mee�1 SIffM 9M IE wlaa9lnmwrew ® ]3PoM�e5.u300 MnrwlKb.IM 55115 81]]58 AMO rxnn��n nlvseao99...�,,,,, ALLIANT w...nMm..c.�� "^""•"• yY�-4n1', �.n�x N� ^� GLACCUMPROPERTY __ o„�,.�.�. PRELIMINARY PLAT AND REZONING SUBMITTAL I T"�e c�norrlwaucr. M „ 1 IN � I ms ., ----------- A. 11 flit IN, 1.72 ,e��,...,.. a -In. s. � �' • lX�c. I �_ I __— �n� X _ � BLO,�e „ PPP a ,rase .,.. _./X5„5 4 ). '] 7^`5 ma {� ' r.” b' IN orre my uo TPtesue —__—__. pus �( �� y X. wPo , "my l 1 u. ,e In X w x(50 LAKEWCV ROAD R TREE PRESERVATION NOTES: LEGEND N. l j I .>, mrear I,o-T m Ra.N ,,.�. wr,.r,....... �.,... _,>—,rkar w.......,..... ua.- toreerear �..°..lar.oeb°.`.'roa`a�.,�... L------------------� NNIN w.ma. •maav °.n. nn na ewsw.m w..r.o.wm .. n< E D C m..A....ARN 'anurrR la, wnvxeTA. Mxna, N10NRU1...,.I 0 233 Park Ave 5.Ste 300 Ml—proN, MN 55615 61I156.3MI) uw 613. v5R3a5R.0 ALLIANT wxv�.eOenHnc.<pm r••,••••,•• iww's4 4TMN "rtn,.., n """mr GLACCUM PROPERTY °`°`"'"a' PRELIMINARY PLAT AND REZONING SUBMITTAL ITRF.R INVNNTORYANO PPY.9l.RVAf10N PLAN '"••"'"°""""` -- tin SHITT oof I] IV .mm y LANDSCAPE SCHEDULE Q A ;3w 300 Ml3I.rR MN 11130 fil].YaB 3080 rYw4^� sa.]se ALLIA NT xWw'.emenFFlne.mm ...,....,,. 33 A, PRELIMINARY PLAT AND REZONING 14'AND9CAP[AND SUBMTTTAL PEPoR89TATIDN PLAN 'M.1 ARw RA e;,+---� " ARA m RMARAR 11 RR 1 �..F.M.. - - - -- - LAKELUCV ROAD 1 MLr1.�i1-0.iGJ.L N voa \aP\1oN 4 1, Jl W / PSE CDMD s.0m . e O na.e A. e.an SRM.,®w E� ,...4,,.,M .RFM R6 R ..IRRR +w mMw PLANQM..N41® o: EDC 1.41va AY]ATA eom.3vAan wnvuii MN nwm YNMNP. 1.191 w.Mm Q A ;3w 300 Ml3I.rR MN 11130 fil].YaB 3080 rYw4^� sa.]se ALLIA NT xWw'.emenFFlne.mm ...,....,,. GLACCUM PROPERTY PRELIMINARY PLAT AND REZONING 14'AND9CAP[AND SUBMTTTAL PEPoR89TATIDN PLAN ""`� o..M...el= e;,+---� .,. 11 SHEET11 OF 12 .... w uass• "� " °'m• nwnvr. rra HR x Maw F U E.T. to wxXm.v -_ R- --� S.wss I WNII9CAP[OETAIL9 Two 1 1 - 1 _ mwr nrww wawa rwmme y7 rid k �m�BYi70 masavr� � �Ig111. a mm,_ �sr ma �I.4R6li •mer' ®IYi1sW.- p-yeams.u. - AEV\EW OM�V av EDC feiW WnYGTn InN.e.VnXi1 Burrs fol WnY➢ATA NHMPPI YXONX(.1LXX)IwA O ,3. ^�5.5� MlnnmpallI MN 55915 61235e30SO wm 6R)SB.3099 ru ALLIANT ...uwe-inc�m. •••.••••1•• "� " °'m• nwnvr. GLACCUM PROPERTY wxXm.v PRELIMINARY PLAT AND REZONING SUBMITTAL I WNII9CAP[OETAIL9 ".,'••°••••.^•• 12 SH9 120P 12 E 6 0 I Ln 0 N L6 0 n I 0 ro 0 0 Ln a E 0 0 0 — —j GLACCUM PROPERTY CHANHASSEN, MINNESOTA 0 25 50 100 SCALE IN FEET VICINITY MAP NOT TO SCALE SHEET INDEX COVER SHEET EXISTING CONDITIONS SURVEY PRELIMINARY PLAT SITE PLAN GRADING AND DRAINAGE PLAN EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS UTILITY ]PLAN TREE CANOPY COVERAGE PLAN TREE INNrENTORY AND PRESERVATION PLAN LANDSCAPE AND REFORESTATION PLAN LANDSCAPE DETAILS NO. 2 4 5 6 7 8 9 10 11 12 DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARIA RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com r GIT 105"ANIAIS"D, RECEIVED JUN 0 5 2Ci1 QAMHP.%EN PLANNING DEPT I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM - DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL DIRECT SUPE VME ISOR UNDER AT GLACCUM PROPERTY 233 Park Ave S, Ste 300 DIRECT SUPERVISION ANDTHATI DRAWN: PLN DULY LICENSED 1 Minneapolis, MN 55415 PROFESSIONAL ESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 1 THE LAWS OF THE STATE OF _ 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612.758.3099 FAX PRELIMINARY PLAT AND REZONING COVER SHEET SUITE 101 A L L I A N T MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 www.alliant-inc.com SHEET 1 of 12 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE SUBMITTAL i I I � I 0 25 50 100 SCALE IN FEET VICINITY MAP NOT TO SCALE SHEET INDEX COVER SHEET EXISTING CONDITIONS SURVEY PRELIMINARY PLAT SITE PLAN GRADING AND DRAINAGE PLAN EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS UTILITY ]PLAN TREE CANOPY COVERAGE PLAN TREE INNrENTORY AND PRESERVATION PLAN LANDSCAPE AND REFORESTATION PLAN LANDSCAPE DETAILS NO. 2 4 5 6 7 8 9 10 11 12 DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARIA RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com r GIT 105"ANIAIS"D, RECEIVED JUN 0 5 2Ci1 QAMHP.%EN PLANNING DEPT I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM - DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL DIRECT SUPE VME ISOR UNDER AT GLACCUM PROPERTY 233 Park Ave S, Ste 300 DIRECT SUPERVISION ANDTHATI DRAWN: PLN DULY LICENSED 1 Minneapolis, MN 55415 PROFESSIONAL ESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 1 THE LAWS OF THE STATE OF _ 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612.758.3099 FAX PRELIMINARY PLAT AND REZONING COVER SHEET SUITE 101 A L L I A N T MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 www.alliant-inc.com SHEET 1 of 12 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE SUBMITTAL AWL rya -G EDGE OF WETLAND--_, / / A I I I I -1- r- -1- A I I/ I V V I I I I FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION a 0 15 30 60 SCALE IN FEET Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section corner between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. LEGAL DESCRIPTION NOTES LEGEND Beginning at a point in the center of the Public Road 331 feet East of the Quarter Section corner between Sections 2 and 3, Township 116 North, Range 23 West of the 5th Principal Meridian; thence North along a North and South road 331.8 feet; thence East 402 feet to Gust Johnson's land; thence South 2 degrees 20 minutes West 332.2 feet to an East and West road; thence West along said road 385.5 feet to place of beginning, situated in the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota. 1. This survey and the property description shown herein are based upon information found in the commitment for title insurance prepared by Burnet Title, LLC as issuing agent for Old Republic National Title Insurance Company, Commitment no. 15-03973, dated February 16, 2015. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact. Verify all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Carver County Coordinate System NAD83. Coordinates are Carver County ground feet, based on the Carver Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 2012, 4. All distances are in feet. 5. The area of the above described property is 599,082 square feet or 13.753 acres. 6. Bench Mark 1: TNH approximately 350 feet east of Yosemite Ave on the north side of Lake Lucy Road has an elevation of 1034.15. NOTES LEGEND 1. This survey and the property description shown herein are based upon information found in the commitment for title insurance prepared by Burnet Title, LLC as issuing agent for Old Republic National Title Insurance Company, Commitment no. 15-03973, dated February 16, 2015. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact. Verify all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Carver County Coordinate System NAD83. Coordinates are Carver County ground feet, based on the Carver Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 2012, 4. All distances are in feet. 5. The area of the above described property is 599,082 square feet or 13.753 acres. 6. Bench Mark 1: TNH approximately 350 feet east of Yosemite Ave on the north side of Lake Lucy Road has an elevation of 1034.15. 0 FOUND IRON MONUMENT -6- HYDRANT O UNKNOWN MANHOLE g WATER VALVE WATER MANHOLE O SANITARY MANHOLE CATCH BASIN © ELECTRIC BOX ( LIGHT STORM MANHOLE TREE - POWER POLE ® BOLLARD 817.01 X SPOT ELEVATION �0- PARKING METER 0 HAND HOLE 0 GAS VALVE GASMAIN SANITARY SEWER >> STORM SEWER WATERMAIN E UNDERGROUND ELECTRIC OU OVERHEAD UTILITY T - UNDERGROUND TELEPHONE —X—X— FENCE CONTOUR PER FIELD DATA CONCRETE GRAVEL -0 O C: 0 D 3 L (n O O O U0 V (n 0 U (n X N T N 0 O r7 O O Ln Ln O N X 0 c 0 LEGEND 0 FOUND IRON MONUMENT -6- HYDRANT O UNKNOWN MANHOLE g WATER VALVE WATER MANHOLE O SANITARY MANHOLE CATCH BASIN © ELECTRIC BOX ( LIGHT STORM MANHOLE TREE - POWER POLE ® BOLLARD 817.01 X SPOT ELEVATION �0- PARKING METER 0 HAND HOLE 0 GAS VALVE GASMAIN SANITARY SEWER >> STORM SEWER WATERMAIN E UNDERGROUND ELECTRIC OU OVERHEAD UTILITY T - UNDERGROUND TELEPHONE —X—X— FENCE CONTOUR PER FIELD DATA CONCRETE GRAVEL -0 O C: 0 D 3 L (n O O O U0 V (n 0 U (n X N T N 0 O r7 O O Ln Ln O N X 0 c 0 E 6 O I Ln O N I� O O Ln C) a_ N i SOUTH LINE OF THE SW 1/4 OF THE IW 1/4 OF SEC. 2, T116, R23 S 88003'48°E 33010 W 1/4 SEC. 2, T116, R23 0 PROJECT TEAM SPECIFICATION, OR RF,PORT WAS r) PREPARED BY ME OR UNDER MY DESIGNED: MPR 0 DRAWN: PLN AM A DULY LICENSED O PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 0.66 B1 - L4 17,971 0.41 ROW - INTERIOR N 0.33 ROW -EXTERIOR 26,087 0 TOTAL 136,106 o N fl x m a c 0 15 30 60 1 o SCALE IN FEET E � i r 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 ALLIANT E N G I NE ER ING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM SPECIFICATION, OR RF,PORT WAS AREA AC PREPARED BY ME OR UNDER MY DESIGNED: MPR DIRECT SiUPERVISION AND THAT I DRAWN: PLN AM A DULY LICENSED 0.39 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 THE LAWS OF THE STATE OF MINNESOTA MARK RAU SCH, PE QA/QC REVIEW DATE LICENSE NO. I BY DATi-, PARCEL AREA TABLE PARCEL AREA SF AREA AC B1 -L1 32,098 0.74 B1 - L2 16,870 0.39 B1 - L3 28,898 0.66 B1 - L4 17,971 0.41 ROW - INTERIOR 14,181 0.33 ROW -EXTERIOR 26,087 0.60 TOTAL 136,106 3.12 vZ I `c,4 r ) 0-1 , 3y- 2. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I I I I i ham— 5 o 0 ' I I -- --- — — --. _ _ _— _—.. -- NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. ------- - — ---� — - — --- —— -- yyI - --- — — W Y � I J LEGEND: PROPERTY LINE LOT LINE — — RIGHT OF WAY EASEMENT LINE P ` 1 i�ry — SECTION LINE / 01 T— DRAINAGE AND 0YIJ UTILITY EASEMENT i 1 • FOUND IRON MONUMENT DATE ISSUE DATE ISSUE i L. GLACCUM PROPERTY 3 PRELIMINARY PLAT AND REZONING PRELIMINARY PLAT SUBMIT'T'AL SHEET 3 OF 12 E O 0) O LO O N Ln 0 C c. cc O r7 O O Ln a 0 N t 0 Q / 0 rn 0 0 L<1 i Ln 0 N / X E 6 c 0 00 M W CV O 0 LU Q C 0 } EXISTING PED RAMP 33' 1 • -EDGE OF WETLAND -EDGE OF WETLAND 375.80 EDGE OF WETLAND I / 3 EDGE OF WETLAND 3 / I � I -------------------- X \ NOTE: FOOTPRINT MAY CHANGE BUT WALLS WILL BE BUILT TO ACCOMMODATE \ \\ \ BOULDER RETAINING WALL (TYP) \SAMPLE FUTURE \\ \\ 4 -FOOTPRINT (TYP) 1q\ \' ......_ _ _ L—...WL WLR I\L /' / ✓ \\ \ \\ YY6 3 90 00 h ----_ w I �RIill nwr PAn LAKE 10' BITUMINOUS TRAIL 40' RIGHT OF WAY DEDICATION LUCY N88003'48"W 411.61 O R4S S' O i o M O O cc) Cv SURMOUNTABLE )zr? 06 a C&G (TYP) LPED RAMP-/ B618 C&G "RETURNS" } 10' BITUMINOUS TRAIL SITE PLAN DATA GROSS AREA 3.120 ACRES (136,105.82 SF) WETLAND AREA 0.450 ACRES (19,606.36 SF) WETLAND BUFFER 0.220 ACRES (9,579.83 SF) YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES (26,087.08 SF) NET BUILDABLE AREA 1.851 ACRES (80,832.55 SF) PROPOSED DWELLING UNITS 4 = 20' NET DENSITY 2.16 UNITS/NET ACRE EXISTING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 FT WETLAND BUFFER DATA WETLAND BUFFERS AND SETBACK REQUIREMENTS PROVIDED WETLAND BUFFERS CALCULATION MANAGE 2 LINEAL FRONTAGE WETLAND =285 FT REQUIREMENT CLASS. REQUIRED BUFFER AREA (20' WIDTH) =5,700 SF PROVIDED BUFFER AREA, (33.6'AVG) =9,580 SF MIN. BUFFER = 20' BUFFER SETBACK = 30' 5 30' FRONT SET W W wl zlJ I 30' REAR SETBACK LINE 5 m 5 F — FULL BASEMENT L — LOOKOUT W — WALKOUT PAD AREA TYPICAL DRAINAGE AND UTILITY 5(DENOTES EASEMENTS UNLESS OTHERWISE SHOWN. ON THE PLAN. TYPICAL LOT DETAIL NOT TO SCALE h� W LEGEND: Y ; J- - - - - - - - - EASEMENT LINE N - BUILDING SETBACK it PROPERTY LINE LOT LINE ROW -WL -WL— WETLAND DELINEATION { ... - - . - .. WETLAND BUFFER - 1 O WETLAND BUFFER MONUMENT O WETLAND BUFFER SETBACK 0 15 30 60 � WETLAND BUFFER STRIP O SCALE IN FEET _- PL CL PL 30' 1 30' 15.5' to Back 15.5' to Back Wear Course to be 1/2" Above Edge of Gutter I 1 J 3.0% 2.0% 4" Topsoil, Seed & Mulch or Sod. Drain tile Surmountable Concrete Curb 1.5 1 1' Draintile 1 1/2"—MNDOT 2360 SPWEB340B Tack Coot — 2357 2"—MNDOT 2360 SPNWB33OB 12"—Class 5 Aggregate Base 24" MNDOT 3149,213 Select Granular Borrow (*See Note 7) ,, I HEREBY CERTIFY THAN THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR N AND THAT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL GLACCUM PROPERTY E PREPARED BY ME OR UNDER MY 233 Park Ave S, Ste 300 ADIRECTM SUPERVISION ANDTHATI DRAWN: PLN PR F DULY LICENSED 4 Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215.0030 Wfififiiim '001 612.758.3080 MAIN THE LAWS OF THE STATE OF 15250 WAYZATA BOULEVARD MINNESOTA .3099FAx PRELIMINARY PLAN' AND REZONING 101 612J58SITE PLAN WAYZATA, MN 55391 A L L I A N T www.alliant-inc.comMARK RAuscx,PE QAiQcREVIEw T{ PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE SUBMITTAL 1TT AL SHEET 4 Of 12 GRADING PROFILE WItTLA D 'UFFER f 1674 r MONU 528 1 1656 EOF ±1007 29 672 1 WETLAND BUFFER LIMITS 1659 0 1 (TY TW 1034 P/) �690/ 0 V 1 217.I'§W-Fq34 WETLAND 1670 /+ Ov 165 i f SCJ BW 1 634 V 100 YR HWL - 1000.89 -1652 100 YR BACK TO BACK HWL - 110 0.89 1671 < W 1014 BW 1006 EDGE OF WETL ND b Lu p1c, SAMPLE FUTURE FOOTPRINT TYP. "1 5 TW 1038 -I V 69 1572 BW 1034 0/01: i I 1 111- 1 UJI5.3 570 A 1571 TW 106/, 0 BW 1033 47 s 1 74 % 15812 176- 4 r. 15 1008 -5- 0F T 01 -2. - ----------- Id _102 /6F1'bZ9/6 X 1�b 8,u ULTIMATE -WETLAND- — >ti -1-0 OVERFLOW N < W E CD 6002` 40, CD 1+00 GRADIANG LEGEND: FR!�NT PD - [ ----------- PROPOSED Flg;g_ GF " _ - SETBACK LINE LOT LINE -HOUSE TYPE w -LOWEST FLOOR ELEVATION 950.3 957. OF AD REAR ELEVATION -- -- -- -- -- i 789 EXISTING CONTOUR 7­7&fD2;� . ..... LO -7 Ci r F 0 W, F1 031.2 ( 0, U0 0 0 D 2 :w:1 U2 6 — — — _j XXoo2 .3 8 8(LP) 629.80' 30.701 F 1+00 GRADIANG LEGEND: FR!�NT PD - [ ----------- PROPOSED Flg;g_ GF " _ - SETBACK LINE LOT LINE -HOUSE TYPE 21 -LOWEST FLOOR ELEVATION 950.3 957. OF AD 2+00 3+00 RETAINING 1+00 GRADIANG LEGEND: FR!�NT PD STORM SEWER ----------- PROPOSED Flg;g_ GF PROPERTY GARAGE FLOOR ELEVATION SETBACK LINE LOT LINE -HOUSE TYPE -LOWEST FLOOR ELEVATION 950.3 957. OF AD REAR ELEVATION -- -- -- -- -- i 789 EXISTING CONTOUR -r--789— PROPOSED CONTOUR 2+00 3+00 RETAINING WALL PROPOSED CATCH BASINS >_ PROPOSED STORM SEWER ----------- PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE DEVELOPER: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MIN 55391 7 PROPOSED SPOT ELEVATION RIGHT -10E -WAY -0 62.44 TREE PROTECTION LIMITS TW XXX TOP OF WALL ELEVATION TLAND 4 0 WE BUFFER MONUMENT BW XXX BOTTOM OF WALL ELEVATION 0 3 EXISTING VEGETATION LIMITS 0 0 777 0 -2.00% DIRECTION OF DRAINAGE 5 IN WALK OUT Ln Q� LAKE LUCY ROAD EMERGENCY OVERFLOW ROUTING C2_ 0 GRADING NOTES: _7 01 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. LEI - 7 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 0 EXISTING OVERHEAD POWER TO BE 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. RELOCATED OR MOVED D' 0- UNDERGROUN, Tr 0 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POIN S. 040 \ 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. CD 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION: REUSE STOCKPILE ON SITE. STOCKPILE PERIWETERS MUST BE PROTECTED WITH SILT FENCE. y A 1_0 B. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 0 N 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. Oki Q) SHOULD CO DETERMINE APPROPRIATE METHOD. 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR ® CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DE 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 0 15v 30 60 12. WETLAND BUFFER MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINIE INTERSECTS WITH THE WETLAND BUFFER. 17� 0 T IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND 13. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEE SCALE IN' FEET APPROVED BY THE CITY PRIOR TO INSTALLATION. 14. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. j ------- I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DESIGNED: MPR 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PEN 121 AM A DULY LICENSED GL ACCUM P ROPERTY D Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 5 J 612.758.3080 MAIN THE LAWS OF THE STATE OF 15250 WAYZATA BOULEVARD MINNESOTA 612.758.3099 FAX PRELIMINARY PLAT AND REZONING GRADING AND DRAINAGE PLAN SUITE 101 ALLIANT www.alliant-inc.com MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 E N G I N E E R I N G DATE LICENSE NO. BY DATE SUBMITTAL SHEET 5 of 12 PHONE (612) 990-0666 E a cV 0 I Ln 0 C\ LH O c N co, r f , r , 4 if t I t 1674 / 1 t2 1 1656129 ! �9 - 1672 659 r --SILT FENCE v� r r _.. ROCK CONSTRUCTION ENTRANCE_ ACTIVE SWPPP LEGEND CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM FIBER ROLLS / MULCH SOCKS SILT FENCE TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK DRIVEWAY / ROCK PADS INLET PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS) SOD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES CONSTRUCTION SEQUENCING: MASS GRADING PHASE (EDC 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPs ON THE SITE. 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BIMPs. 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. STREET & UTILITY PHASE (CITY 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES, 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL POST STREET AND UTILITY SILT FENCE. S. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SWPPP BMP QUANTITIES (PER PLAN): STANDARD SILT FENCE 1,359 LF INLET PROTECTION 1 EA SEED/SOD POST GRADING AREA 2.02 AC NOTE TO CONTRACTOR: THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND THE CITY. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. SEDIMENT BARRIERS 1. SILT FENCE (MnDOT 3886) 2. CURB LOG 3. ROCK WEEPER INLET PROTECTION DEVICES 1. WIMCO (MnDOT TYPE A & C) 2. INFRASAFE STORM DRAIN/CULVERT 3. SILT SACK (MnDOT TYPE A) 4. DANDY BAG (MnDOT TYPE B) ANTI -TRACKING CONTROL 1. 2" CRUSHED CLEAR ROCK (LAND DEVELOPMENT) TEMPORARY SEED MIX 1. MnDOT-100 (OATS 20-120 DAY STABILIZATION) 2. MnDOT-150 (1-2 YEAR STABILIZATION) PERMANENT SEED MIX/STABILIZATION 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD LEGEND: EXISTING CONTOUR 789 PROPOSED CONTOUR PROPOSED RETAINING WALL DIRECTION OF DRAINAGE I ; PROPOSED CATCH BASINS - >- PROPOSED STORM SEWER ----------- PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE - - RIGHT-OF-WAY EXISTING VEGETATION LIMITS (APPROX.) �+ /'+ O EXISTING TREE TO REMAIN �' ..-""� '." t \ jz -I; '" EROSION CONTROL R PREm S PROPOSED SILT FENCE (PRE GRADING) E IBLE PARTY. ESTATE DEVELOPMENT CORPORATIONINLET PROTECTION 15250 WAYZATA BOULEVARD, SUITE 101 Ll DRB WAYZATA, MN 55391 Do NOT DIST AREAS PH: 612-990-06$6 k CONTACT: TOM GONYEA DND o \ - _-- -.__._ - \ ` � °b l /' r / . tom@landmn.com °°`° TEMPORARY DRAINAGE ROUTING DURING MASS GRADING \ \ O \ ` Ln if /'•� y v1 v� ��, s" (� / / r STABILIZATION BMP'S GRADING ACTIVITY ROCK CONSTRUCTION ENTRANCE Ln 11 v CD NE TRUCK MnDOT TYPE 1 MULCH BYON TRUCKWTHHOA�UMOBILT IS DEOWASHOUT / , � - _ _. -_ __ _ .,• \ 1 �� � i i �°� I r` r fi r -- - "'" "'- � 2 EROSION CONTROL BLANKET SYSTEM PROVIDED, AND COMPLETED BY THE CONCRETE CONTRACTOR. r „^" �- - 3. HYDR MULCH 3 a - �� \ \ 11 '\ ` i 1 \ fI i" p { - MnDOT TYPE 5 Ea ,,•� _ `l � r r � � 4. TURF REINFORCEMENT MAT U SC250 NORTH AMERICAN GREEN NOTES: OR EQUAL-MNDOT CAT 6 0 15., 30 60 �, 1 �. �� v, 4Y.� ���� / // J 1. SEE SHEET 7 FOR ALL EROSION AND SEDIMENT r CONTROL NOTES AND DETAILS. o SCALE IN \ FEET ; - : -.-.t ° r -Y -- v ! v �. -- i f i s I FIEREHBY CFR LIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE PREPARED OR REPORT WAS PROPERTY PREPARED E VI OR UNDER MYDESIGNED: MPR 6.5-15 CITY SUBMITTALGLACCUM 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN DULY LICENSED v Minneapolis, MN 55415 PROFESSIONAL ESSIONAL ENGINEER UNDER PROJECT N0: 215-0030 MENOMONEE 612.758.3080 MAIN MINNESOTTHE LAWS OFTHESTA'fEOF 15250 WAYZATA BOULEVARD 612.758.3099 FAX PRELIMINARY PLAT AND REZONING EROSION AND SEDIMENT CONTR®L PLAN SUITE 101 A L L I A N T MARK iRAUSCH, PE QA/QC RENEW WAYZATA, MN 55391 wvvvV.alliant-inc.com SUBMITTAL PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSENO. BY DATE j5 SHEET 6 Of 12 E O N O I LO O N Lf O C lE' DIVERSION MOUND DESIGN GUIDELINES: STORM FREQUENCY: 10 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 5 ACRES MAXIMUM DIWAS10N: GRACE 5% SEDGE OF STREAM LT/-sr�nN_E AT 4' INTERVALS CONSTRUCT TEMPORARY 10' DIA. DEDUCE PLASTIC DRAINAGE PIPE WWE PIPE TO TWO 2" X 2" WOOD STAKES EMBEDDED 10• MIN. IN THE GROUND �\ „ 1 4' MIN. DOWNSTREAM COPERAGE OF �- SEDIMENT MATS FOR EACH FT./SEC. OF WATER VELOCITY �GE OF STREAM 8' M,N. OKNLAP FLOW+ ETREAR BED 18' MIN. DEPTH INSWEAM DISTURBANCE SECTION A -A SEDIMENT MAT TYPICAL STREAM BED INSTALLATION DESIGN GUIDELINES: MAXIMUM FLOW VELOCTY: 5 R./SEC. MAXIMUM FLOW DOW: 2 FT. EROSION CONTROL GENERAL NOTES: MIN. PRO ACE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES: STORM FREQUENCY: 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 3 ACRES � CONSTRUCTION AREA -ECCE' TOTIGHT FARE OR WHO a CRITICAL RESOURCE (nMAND ETC.) r � ► � i ROADWAY BALE BARRIERS TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS FLOW Q - 4` 4 T L4 6 STAPLES AT 1'-0 C. EMBEDMENT METHOD BLANKET METHOD BALE BARRIER DETAIL APPROX. BALE SRE: 14" % 18' X 36' LONG 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION, NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND T0. MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE SMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION. PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW. CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'' SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION, 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17 GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NICK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. ROCK CONSTRUCTION ENTRANCE 01 S- < DRAINAGE WAY L=2w PLAN mow _ Q 00 iR MIN. REVERSE GRADIENT SECTION B -B SEDIMENT TRAP DETAIL NOTES: SEE SPECS. 2573, 3892, & 3894. CROCKS AT ENTRANCEH K TRUCK TIRES BEFORE TRUCKSQ CLAD. WOR SGE MLAO OFF HE DAMAGE ENTER MAIN ROAD. KEEPING MLAO F THE ROAD WILL PREVENT AUTO N OF E DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE TO SEP ROCKS AND B£PARATE FROM SOIL, MAY BE PLACED UNDER THE ROCH TO KEEP ROCKS SEPARATE FROM SOIL. QW a 2 FT. MIN.. 20 Fi: MAX. QD-2 FT. (DIM 2 IN, X 2 IN, WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN THE GROUND, SQPLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. NIDE MINIMUM, OVER THE BALE INSTEAD OF TRENCHING. © THIS METAL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS, WE GENERAL PUBLIC WATERS PERMIT (GP) 20D4-0001. Q LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. Cne%+IAk1 f%e%k11Trf AI G�AIJ Cr\111 C. WE PUN TO MATCH FILTER BAG INSERT Q (CAN BE INSTALLED IN ANY INLET TYPE WTH OR INIHOUT A CURB BOX) TYPE 9 MULCH 00 a Go00 GROUND ON O MNC S CATCH BASIN/ MANHOLE SEDIMENT CONTROL INLET HAT NOTE WE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTC/POOOEVHTENE RISER SODDED TO BIT INSIDE WE CATCH BA9N/MANHCEI HAYS PERFORATIONS TO ALLOW FOR WATER INFR TRATCN: HAW AN OWAROW 6E8NF FLANGES AND A UD/COYER. 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEM PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER. EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER .CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES. SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE,. MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. USE REDAR OR STEEL ROD FOR REMOVAL (EBR MIEPS `MW CASTST CURB BOX REPLACE ROD NICU BEYOND N BR % 4') . OWNS 10' BOTH SIDES, WIDTH BN BOTH ODES, IH VARIES. SECURE ro aRnW1E Mnl DIRE OR Purnc nEs ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE nU_ SECL Be P51. DP TIE BUTT MR ROCK LOG/COMPOST LOG 3/16^ WICK STEEL COVER 6• DIAMETER POLYETHYLENE 0 j 0 31/2' 0 T2. 6' 1 TUBE RISER E SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET MAINS IN AN AREA WIN SLOPES AT 1:3 or LESS EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; - D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART II1A.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY IBE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR .PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENT TO PREVENT SPILLS LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE SECTIIXJ SEC71ON (UP POSITUY) (MAN POSVON) POP-UP HEAD INLET WIN GRAZE NOTES: SEE 94C& 2873, 3137, MIS @ 3081. MANUFACTURED ALTERNATNES USIFD ON MAXWS APPROVED, PR WISH VST NAY BE SUBSIITUIED. 01 ALL BEOIEXOE USED FOR INLET PROIECDON SHALL BE MONOFILAMENT IN BODY INVESTING. MEETING SPEC 3880. Q' MIN SHED SRF, INCLUDING POCKETS 'M OE REWIRED SHAD- EXTEND A MINIMUM OF INCHES AROUND WE FOREVER M FACIUTAIE MAINTENANCE OR REMOVAL Q INSTALLATON NOTE& DO NOT INSTALL FILM BAG INSERT IN IMETS SHAll M£R 0 THAN 30ORATE.INCHES, MEASURED BAGS THE B AW OF WE INLET TO AR IDP OF WE ORALE. WE WE IN EO BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BEIMEEI M INLET WAll3 ANO WE BAC MEASURED AT NW WE U SING PIUMIN W HOES. NHERE NECESSARY WE CONTRACTOR SCALL WNW INE BAC. USING PLASTIC DP LIES, TO ACBEWE WE 3 INCL 'ICE CLEARANCE. © ROM POCKETS O SHALL BESLARGEIN AGS OF W ACCEPT WOOD 2 INCL % 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN FACE OF WE FLAP PCdKE1S Q SGC( NEWT MUST NOT BE 30 HIGH AS TO SLOW DOWN WATER nLTMTCI TO CAUSE FLOODING OF WE ROADWAY. 08 GEOTEKTIE SOCK BE WEEN 4-10 FEET LONG AND h5 INN CAMETFR. BERM TO BE MINED BY TWO ROWS 7 STTCHINO WITH A PLASTIC MESH BACKING OR PROVIDE A 0 E HEAT BARGED SEAM (CR F SOUNDO URABUE PAR RLL flop( LOG WITH OPEN dRPLEO AGGREGATE CMR SIBTNO OF SOUND ORIRAB 1: PARTGRA AT CORSE AGGREGATE CCNFCOIING TD SPEC 3137 TABLE ]I?) -1; CA -3 GRADATION. P \C 1"-2" CLEAN CRUSHED ROCK O S vo US, a 2i All ,C Fti 6"MINDEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS OR /GCO� Rp Cyd �k S 18" MINIMUM CUT OFF BERM/ TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC N`OM TO 2� NOTE: FILTER FABRIC SHALL ALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH IJ F ROCK. CMDF ROCK CONSTRUCTION MIME ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE "°.: 5301 FILE NAME: G. ENG SPECS\6301 PAD WIDTH = 60'-70' (SEE '.'.'.•.'. 5._0.. (FT.) --•E%CAVANGI AREA , 3.0 B= TOPSOIL RESPREAD '•'•'•••••• 2, A ki 10 i0 L •. INSWERA F= SLOPE & REAR FLAT LENGTH SEE PLAN DISTURBANCE.' 5 STREAM PLOW+.XW. 1= F.G. TO TOP OF BLACK 0 RFL 0 J= BLDG SETBACK 30 (MIN.) ROW 2' J %-EXCAVATION-'-• G E F G AREA , C co nOF D PLAN VIEW SEDGE OF STREAM LT/-sr�nN_E AT 4' INTERVALS CONSTRUCT TEMPORARY 10' DIA. DEDUCE PLASTIC DRAINAGE PIPE WWE PIPE TO TWO 2" X 2" WOOD STAKES EMBEDDED 10• MIN. IN THE GROUND �\ „ 1 4' MIN. DOWNSTREAM COPERAGE OF �- SEDIMENT MATS FOR EACH FT./SEC. OF WATER VELOCITY �GE OF STREAM 8' M,N. OKNLAP FLOW+ ETREAR BED 18' MIN. DEPTH INSWEAM DISTURBANCE SECTION A -A SEDIMENT MAT TYPICAL STREAM BED INSTALLATION DESIGN GUIDELINES: MAXIMUM FLOW VELOCTY: 5 R./SEC. MAXIMUM FLOW DOW: 2 FT. EROSION CONTROL GENERAL NOTES: MIN. PRO ACE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES: STORM FREQUENCY: 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 3 ACRES � CONSTRUCTION AREA -ECCE' TOTIGHT FARE OR WHO a CRITICAL RESOURCE (nMAND ETC.) r � ► � i ROADWAY BALE BARRIERS TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS FLOW Q - 4` 4 T L4 6 STAPLES AT 1'-0 C. EMBEDMENT METHOD BLANKET METHOD BALE BARRIER DETAIL APPROX. BALE SRE: 14" % 18' X 36' LONG 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION, NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND T0. MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE SMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION. PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW. CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'' SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION, 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17 GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NICK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. ROCK CONSTRUCTION ENTRANCE 01 S- < DRAINAGE WAY L=2w PLAN mow _ Q 00 iR MIN. REVERSE GRADIENT SECTION B -B SEDIMENT TRAP DETAIL NOTES: SEE SPECS. 2573, 3892, & 3894. CROCKS AT ENTRANCEH K TRUCK TIRES BEFORE TRUCKSQ CLAD. WOR SGE MLAO OFF HE DAMAGE ENTER MAIN ROAD. KEEPING MLAO F THE ROAD WILL PREVENT AUTO N OF E DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE TO SEP ROCKS AND B£PARATE FROM SOIL, MAY BE PLACED UNDER THE ROCH TO KEEP ROCKS SEPARATE FROM SOIL. QW a 2 FT. MIN.. 20 Fi: MAX. QD-2 FT. (DIM 2 IN, X 2 IN, WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN THE GROUND, SQPLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. NIDE MINIMUM, OVER THE BALE INSTEAD OF TRENCHING. © THIS METAL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS, WE GENERAL PUBLIC WATERS PERMIT (GP) 20D4-0001. Q LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. Cne%+IAk1 f%e%k11Trf AI G�AIJ Cr\111 C. WE PUN TO MATCH FILTER BAG INSERT Q (CAN BE INSTALLED IN ANY INLET TYPE WTH OR INIHOUT A CURB BOX) TYPE 9 MULCH 00 a Go00 GROUND ON O MNC S CATCH BASIN/ MANHOLE SEDIMENT CONTROL INLET HAT NOTE WE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTC/POOOEVHTENE RISER SODDED TO BIT INSIDE WE CATCH BA9N/MANHCEI HAYS PERFORATIONS TO ALLOW FOR WATER INFR TRATCN: HAW AN OWAROW 6E8NF FLANGES AND A UD/COYER. 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEM PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER. EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER .CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES. SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE,. MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. USE REDAR OR STEEL ROD FOR REMOVAL (EBR MIEPS `MW CASTST CURB BOX REPLACE ROD NICU BEYOND N BR % 4') . OWNS 10' BOTH SIDES, WIDTH BN BOTH ODES, IH VARIES. SECURE ro aRnW1E Mnl DIRE OR Purnc nEs ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE nU_ SECL Be P51. DP TIE BUTT MR ROCK LOG/COMPOST LOG 3/16^ WICK STEEL COVER 6• DIAMETER POLYETHYLENE 0 j 0 31/2' 0 T2. 6' 1 TUBE RISER E SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET MAINS IN AN AREA WIN SLOPES AT 1:3 or LESS EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; - D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART II1A.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY IBE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR .PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENT TO PREVENT SPILLS LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE SECTIIXJ SEC71ON (UP POSITUY) (MAN POSVON) POP-UP HEAD INLET WIN GRAZE NOTES: SEE 94C& 2873, 3137, MIS @ 3081. MANUFACTURED ALTERNATNES USIFD ON MAXWS APPROVED, PR WISH VST NAY BE SUBSIITUIED. 01 ALL BEOIEXOE USED FOR INLET PROIECDON SHALL BE MONOFILAMENT IN BODY INVESTING. MEETING SPEC 3880. Q' MIN SHED SRF, INCLUDING POCKETS 'M OE REWIRED SHAD- EXTEND A MINIMUM OF INCHES AROUND WE FOREVER M FACIUTAIE MAINTENANCE OR REMOVAL Q INSTALLATON NOTE& DO NOT INSTALL FILM BAG INSERT IN IMETS SHAll M£R 0 THAN 30ORATE.INCHES, MEASURED BAGS THE B AW OF WE INLET TO AR IDP OF WE ORALE. WE WE IN EO BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BEIMEEI M INLET WAll3 ANO WE BAC MEASURED AT NW WE U SING PIUMIN W HOES. NHERE NECESSARY WE CONTRACTOR SCALL WNW INE BAC. USING PLASTIC DP LIES, TO ACBEWE WE 3 INCL 'ICE CLEARANCE. © ROM POCKETS O SHALL BESLARGEIN AGS OF W ACCEPT WOOD 2 INCL % 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN FACE OF WE FLAP PCdKE1S Q SGC( NEWT MUST NOT BE 30 HIGH AS TO SLOW DOWN WATER nLTMTCI TO CAUSE FLOODING OF WE ROADWAY. 08 GEOTEKTIE SOCK BE WEEN 4-10 FEET LONG AND h5 INN CAMETFR. BERM TO BE MINED BY TWO ROWS 7 STTCHINO WITH A PLASTIC MESH BACKING OR PROVIDE A 0 E HEAT BARGED SEAM (CR F SOUNDO URABUE PAR RLL flop( LOG WITH OPEN dRPLEO AGGREGATE CMR SIBTNO OF SOUND ORIRAB 1: PARTGRA AT CORSE AGGREGATE CCNFCOIING TD SPEC 3137 TABLE ]I?) -1; CA -3 GRADATION. P \C 1"-2" CLEAN CRUSHED ROCK O S vo US, a 2i All ,C Fti 6"MINDEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS OR /GCO� Rp Cyd �k S 18" MINIMUM CUT OFF BERM/ TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC N`OM TO 2� NOTE: FILTER FABRIC SHALL ALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH IJ F ROCK. CMDF ROCK CONSTRUCTION MIME ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE "°.: 5301 FILE NAME: G. ENG SPECS\6301 PAD WIDTH = 60'-70' (SEE PLAN) PAD TYPE = W 1. DIG 6"ANKETI (FT.) A= GROSS H.D. 3.0 B= TOPSOIL RESPREAD 0.5 C= NET H.D. 36 WIDE WIDE D= F.G. GFE TO F.G. REAR EL 10 i0 E= BENCH LENGTH SEE PLAN F= SLOPE & REAR FLAT LENGTH SEE PLAN G= OVERSIZING 5 H= S/G SLOPE (X' VERT. TO 1 HORIZ.) 2 1= F.G. TO TOP OF BLACK 0 RFL 0 J= BLDG SETBACK 30 (MIN.) ROW 2� J G E F G TBC B C co nOF D CONSTRUCTION LIMITS IF z -- LOCATION OF SILT FENCE A - CPPIUF H All SLOPE 2 (HORIZ. DIST. TO V VERT.) LOOK OUT AND WALK OUT PADS M7NESLIIE NOT TO SCALE ALL NUMBERS IN FEET HOLD DOWN DETAILS ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS. MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. STAPLE PATTERN/DENSRY SHALL LONGITUDINALJOINTS FOLLOW MANUFACTURERS MINIMUM OF 6" SPECIFICATIONS ANCHORTRENCH LESS THAN 2% 100 FEET 1. DIG 6"ANKETI 1I T03' TR 2. LAY BLANKET 1N TRENCH G6 LLE FABRIC 3. STAPLE 1.5' INA'S FABRIC 4. BACKFILLL WITH NATURAL SOIL AND COMPACT 36 WIDE WIDE 5. BLANKET LENGTH SHALL NOT EXCEED 300` WITHOUT AN ANCHOR TRENCH ///''' 3fi" WIpE 36 WIDE / ryIN LOCATED IN TOP R" TIRE COMPACTION ZONE NOTE: / TRENCHBAG(FIRLGE WITH TAMPED SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, OF SILT FENCE STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL NATURAL SOIL HAVE GOOD SOIL CONTACT, FLOW EROSION CONTROL BLANKET INSTALLATION BERM STABILIZED WITH IMRDOT 1. PLAN VIEW 3885 CATEGORY 3 EROSION CONTROL BILANKET PIPE STANDPIPE&RLOCK ANTI -SEEPAGE NOTES COLLAR BASIN USED FOR 10 ACRES PIPE DRAINAGE AREA OR MORE. A - - - OUTLET A DESIGN RUNOFF VOLUME IS L FROM A 2 -YR 24 -HR STORM 3 PER ACRE DRAINED TO THE 4 DRAINAGE WAY BE A M BASIN VOLUME MUST I BE A MIN. OF 1800 CUBIC FEET/ACRE. SEE PLANS/SPECIFICATIONS OVERFLOW FOR BASIN DIMENSIONS AND. PIPE SIZE AND SLOPE. L = V/ARIABLE IES' MIN. T EMERGENCYOVERFLOW- MRDOT 3601 CLASS 11 RIP RAP It. SECTION A -A 6" BELOW OVER MGDOf 3733 TYPE 111 10 -YR STORM GEOTEXRLE FABRIC I BT I OUTLET- MODOT STANDPIPES I 3 3601CLASS II RIP RAP -I OVER MDDOT 3733 PIPE Il TYPE ITGEOTEXTILE FABRIC ANRSEEPAGE COLLAR MR.) 11I. BASIN STANDPIPE AND EMERGENCY OVERFLOW MONOFILAMENT - EMERGENCY OVERFLOW GEOTEXTILE FABRIC PER MNDOT TABLE 3886-1 1� (MACHINE SLICED) PE RRFORATED Z STAINDPIPE z 1"d" DAN, ROCK, CONE EQUAL TO'/ Z ID ' NOTE: I"HOLES SPACED ID MIN. PIPE MATERIAL 8" TO 10" ON CENTER SHOULD BE RIGID D = DIAMETER OF STANDPIPE EQUAL TO DIAMETER OF PIPE TEMPORARY SEDIMENTIATION BASIN STANDPIPE OUTLET 5 FT. MIN. LENGTH STEEL POST LESS THAN 2% 100 FEET AT 6 FT. MAX. SPACING 5 FT, MIN, LENGTH. STEEL POST AT 6 FT. MAX. REACING- G6 LLE FABRIC FABRIC PLASTIC ZIP TIES (50 LB. TENSILE) 36 WIDE WIDE PLASTIC ZIP 11E5��-- ///''' 3fi" WIpE 36 WIDE / ryIN LOCATED IN TOP R" TIRE COMPACTION ZONE (60 LB. TENSILE) LOCATED IN TOP e" / TRENCHBAG(FIRLGE WITH TAMPED OF SILT FENCE NATURAL SOIL z F -OW FLOW FLOW 6"MIN. FLOW 2� pz 0 NARIAOBIUE AE3�E 1. 6 SILT FENCE NEAR TOE OF co nOF CONSTRUCTION LIMITS IF z -- LOCATION OF SILT FENCE I bw CPPIUF All 6"MIN. {•- Comm M7NESLIIE REVISED: 3-12 ENGINEERING DEPARTMENT rvN FILE NAME: G:\ENG\SPECS\5300 'B" - 12" DEPTH NW LL LL SILT FENCE, MACHINE SLICED T02 SILT FENCE, HEAVY DUTY 1 2 5 FT, MIN. LENGTH STEEL POST AT 6 FT. MAX, SPACING GEOTEXTILE FABRIC 36" `NIDE STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL O z FLOW a Ci r A- Ci `D z- SILT FENCE TO BE PLACED 2m 6' ON COENTOUR. SEE SLOPE/GRADE AND LENGTH CRITERIA BELOW o7w J f MIN. �, SILT FENCE, PREASSEMBLED 1 2 VARIABLE S_- -OPE_ -_� LESS THAN 2% 100 FEET 2 - 5. % 75 FEET 5 -10% 50 FEET ET 20 %20% FENCEER MNDOT SPECS, SOURCE 2005 GREATER THAN 15 FEET LSPECS. 2573 & 3866.10 OF SILT FENCE t Area From Sheet FlowLOCATION FOR SEDIMENT CONTROL Contnouiing Area: 1 Acre rLO- NARIAOBIUE AE3�E 1. 6 SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS -- LOCATION OF SILT FENCE FOR PEREMITER CONTROL- CPPIUF SILT Comm FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: 5300 FILE NAME: G:\ENG\SPECS\5300 UNDISTURBED VEGETATION w � rr/ SLOPE rr .. ♦ •f W r.�. %�1 4!i TRACKED EQUIPMENT TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION. NOW. ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE �- 9PELIFICATION, GR REPGRT WAS GL A C C U M P RO P E RT Y DESIGNED: MPR PREPARIED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECTISUPERVISIONANDTHATI DRAWN: PLN L AM A DULY LICENSED u � Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 I 612.758.3080 MAIN THE LAV7JS OF THE STATE OF MINNESLOTA PRELIMINARY PLAT AND REZONING EROSION AND SEDIMENT CONTROL 15250 WAYZATA BOULEVARD 612.758.3099 FAX SUITE 101 MARK R,AUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 A L L I A N T www.alliant-inc.com CT{M NOTES AND DETAILS 77 �`�T` 7 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE SUBMITTAL SHEE 1 7 �f 12 ofSAN MH 3i LO 0 EX HYDRANT o ' 3 CD 0 O Ena I 0) 0 a CD M O 0 LO 0.4 Q) 0 s= 0 15 30 3 o SCALE IN W a w 0 } WETLAND EDGE OF WETLAND EDGE OF WETLAND V L V V%/, \ i y2 FES 4 �NNL//INL / \ \ \ I - 2 (PERFORATED UNDERGROUND INFILTRATION \ \ SUMP) STORAGE (48" \ PERFORATED HDPE - - - - - _ \ PIPE) X \ MH 3 ✓\ // N <�j r I ! i 1 -HYDRANT w/ , CBMH 1 6" GATE j V-- (SUMP) VALVE ; I 2 oC SAN MH 2 I � I I i 8„ W/M I -- - - - - - -- - I L- SAN MH 1 ----- ------ ------------------1 I I r EX HYDRANT AKE LEGEND: N L PROPOSED STORM SEWER ► ► PROPOSED SANITARY SEWER o PROPOSED WATERMAIN N PROPOSED CATCH BASIN CAST PROPOSED SANITARY MANHOLE 0.4 Q) 0 s= 0 15 30 3 o SCALE IN W a w 0 } WETLAND EDGE OF WETLAND EDGE OF WETLAND V L V V%/, \ i y2 FES 4 �NNL//INL / \ \ \ I - 2 (PERFORATED UNDERGROUND INFILTRATION \ \ SUMP) STORAGE (48" \ PERFORATED HDPE - - - - - _ \ PIPE) X \ MH 3 ✓\ // N <�j r I ! i 1 -HYDRANT w/ , CBMH 1 6" GATE j V-- (SUMP) VALVE ; I 2 oC SAN MH 2 I � I I i 8„ W/M I -- - - - - - -- - I L- SAN MH 1 ----- ------ ------------------1 I I r EX HYDRANT AKE LEGEND: MH/CB --------- PROPOSED STORM SEWER ► ► PROPOSED SANITARY SEWER -1-1- PROPOSED WATERMAIN RIM PROPOSED CATCH BASIN CAST PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE EX MH PROPOSED HYDRANT 0.0192 EXISTING GATE VALVE 1005.00 1001.44 1030.77 EXISTING HYDRANT ------------I EXISTING WATERMAIN MH 2 EXISTING CATCH BASIN CI?% EXISTING STORM MANHOLE 60 EXISTING STORM SEWER 1005.10 EXISTING SANITARY MANHOLE FEET ---!>------------'----------- EXISTING SANITARY SEWER -..-WE- -WL- WETLAND LIMITS IE-10 J 1 1 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 ALLIANT E N G I N E E R I N G 186 LF DIRECTIONAL BORE 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAI 612.758.3099 FAX www.alliant-inc.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK BAUSCH, PE DATE LICENSENO. EX SAN MH IE 1001.04 (PER RECORD DRAWING PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE a J STORM SEWER NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 9. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL IE+PIPE DIA. 48„ , a ' PERFORATE HDPEv UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 10. WATER SERVICES SHALL BE 1" DIA. TYPE "K" COPPER, W/ 1" CORP. STOP + 1" CURB BOX. 11. SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24" VERTICAL & A 36" HORIZONTAL SEPARATION ARE MAINTANED. 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINSHED GRADE. 14. ALL 6" AND 8" WATERMAIN SHALL BE C900 PVC. IE ELEV IE -.5 FT QPOROUS STONE MINIMUM 40% VOID SPACE. (1"-2" WASHED, CLEAN AGGREGATE. EXTEND POROUS STONE A MIN. OF 6" BELOW AND TO THE SIDES OF RC SUMP SECTION) QEXTEND POROUS STONE 6" BELOW AND TO THE SIDES OF HDPE LINE POROUS STONE MEDIUM WITH NON -WOVEN GEOTEXTILE FABRIC Q STRUCTURAL FILL 48" PERFORATED HDPE UNDERGROUND STORAGE DETAIL D 72" MANHOLE TO TOP SLAB. 3/4" PERFORATIONS 0 90' INTERVALS AROUND MANHOLE. STAGGER PERFORATIONS AT 6" VERTICAL INTERVALS. LINE POROUS STONE MEDIUM WITH GEOTEXTILE FABRIC. 3' - 72". MANHOLE SECTION 1"-2" WASHED, CLEAN AGGREGATE. EXTEND POROUS STONE A MIN. OF 12" BELOW AND TO THE SIDES OF RC SUMP SECTION, UNDISTURBED SUBGRADE 36" DEEP PERFORATED SUMP OCS MH PIPE PIPE PIPE INVERT INVERT RIM ELEV STRUCTURE MANHOLE PIPE TYPE FROM TO O.D. SLOPE LENGTH FROM TO SIZE BUILD MH/CB EX MH P. SLOPE P. Mat PIPE FROM 1001.34 RIM STR. CAST BUILD Pipe MH 1 EX MH 8 0.0192 185.8 1005.00 1001.44 1030.77 48 25.77 HDPE DR 11 MH 2 MH 1 8 0.0950 113.3 1015.87 1005.10 1029.30 48 13.43 SDR -26 PVC MH 3 MH 1 8 0.0040 288.5 1 1006.26 1005.10 1021.00 1 48 1 14.74 SDR -26 PVC STORM SEWER SCHEDULE DATE ISSUE DATE ISSUE CB 100 MH/CB P. DIA. P. SLOPE P. Mat PIPE FROM TO RIM STR. CAST BUILD Pipe OSC 101 MH 102 FROM TO D rINI SFT/F 57.0 LENGTH FT INVERT INVERT ELEV TYPE TYPE 5 Class FES 103 DATE ISSUE DATE ISSUE CB 100 OSC 101 48 0.0027 HDPE 75.0 1016.00 1015.80 1027.50 72 R -3067-V 11.50 OSC 101 MH 102 12 0.3000 RCP 57.0 1020.00 1002.90 1024.50 72 R-1642 4.50 5 MH 102 FES 103 12 0.0100 RCP 43.0 1002.40 1001.97 1012.00 48 R-4342 9.60 5 GLACCUM PROPERTY V PRELIMINARY PLAT AND REZONING STORM SEWER AND UTILITY PLAN SUBMITTAL SHEET 8 of 12 ♦ M � � W ♦ '11"UI D i Q) E O c c a ■m■■■ 0 15 30 60 EXISTING TREE TO BE REMOVED EXISTING TREE (OFFSITE) TREE PROTECTION LIMITS/ SILT FENCE EDGE OF WETLAND-� I 6 r D.B.H. (IN) r I v r I j I I 1502 19 BOX ELDER r I I W I i I I 15,15 ELM X 17 CDT, 1504 13 BASSWOOD X 13 LN 1505 19 BASSWOOD + 1506 12 BASSWOOD + 1507 16 ASH CDT, 1508 18 ASH CDT 6 r D.B.H. (IN) r I v N f i D.B.H. (IN) r I r I j I I 1502 19 BOX ELDER r I I W I i I I TREE INVENTORY & CALCULATIONS TAG NO D.B.H. (IN) TOTAL D.B.H. (IN) COMMON NAME REMOVE REMOVE INCHES EXEMPT REMOVE NOTES REMARKS TOTAL 1502 19 BOX ELDER LN 1503 15,15 ELM X 17 CDT, 1504 13 BASSWOOD X 13 LN 1505 19 BASSWOOD + 1506 12 BASSWOOD + 1507 16 ASH CDT, 1508 18 ASH CDT 1509 20 ELM + 1510 10 BASSWOOD X 10 DEI, LN 1511 15 BASSWOOD X 15 LN 1512 14 BASSWOOD X 14 + 1513 12 BOX ELDER X 12 + 1514 10 SUGAR MAPLE X 10 + 1517 20 BOX ELDER X 20 LN, CAV 1518 11 BASSWOOD X 16 + 1519 24 ELM X 24 + 1520 24 ASH X 24 + 1521 17 ASH X 17 CDT 1522 17 ASH X 17 LN, CDT 1523 15 ASH X 15 CDT 1524 12 ASH X 12 ISEN 1525 21 ASH X 21 1526 9 BOX ELDER + 1527 16,16 ELM CDT 1528 14 ASH OFFSITE 1529 12 ASH SEN 1530 30 RED OAK 1531 17 BOX ELDER LN, CDS 1532 21 BOX ELDER + 1533 27 BOX ELDER X 17 CDS, OK 1534 25 ASH X 25 CDT 1535 28 SUGAR MAPLE SP. 1536 16 BOX ELDER X 16 + 1537 25 ELM X 25 DEADREM 1538 13 HACKBURY X 13 + 1539 15 BOX X 15 LN 1540 16 ASH X 16 LN 1541 18 ASH + 1542 13 ASH DEAD 1543 32 WHITE POPLAR X 32 LN 1544 20. BOX ELDER X 20 + 1545 17 WHITE POPLAR X 17 LN 1546 22 ASH LN 1547 17 1 BOX ELDER X 17 LN, DEAD LIMB 1548 31 WHITE OAK X 31 SR 1549 11 ASH OFFSITE 1550 12 BOX X 12 LN. 1551 15 BOX X 15 IN 1552 15 BASSWOOD X 15 +, CDT IN 1553 10 BOX X 10 LN 1554 12 BOX X 12 OK 1555 15 BOX X 19 SEV, STEM, REM 1556 15 BASSWOOD CDT, 8" 1557 13 ASH + 1558 12 ASH X 12 + 1559 15 ASH X 15 + 1560 12 WHITEOAK X 12 + 1561 13 BOX ELDER X 13 + 1562 12 BASSWOOD X 12 + 1563 15 BOX SEV, TERM 1564 10 BOX X 10 LN 1565 11 BOX X 11 LN 1566 16 BOX X 16 OFFSITE 1567 13 BOX X 19 LN, CAV 1568 16 BOX LN 1569 20 RED OAK LN, SEN 1569 20 BOX DBR, SEN 1570 12 BOX X 22 LN 1571 17 BOX + 1572 14 BOX LN, CAV 1573 U BOX LN, CAV 1574 16 BOX + 1575 14 BOX X 11 LN TAG NO D.B.H. (IN) TOTAL D.B.H. (IN) COMMON NAME REMOVE REMOVE INCHES EXEMPT REMOVE NOTES REMARKS TOTAL 1576 15 BOX + 1577 17 BOX X 17 + 1578 13 BOX X 13 + 1579 15 BOX 1580 10 BOX + 1581 16 BOX 1582 16 BOX 1583 18 BOX LN 1584 18 BOX LN 1585 16 BOX LN 1586 12 BOX X 12 + 1587 14 BOX X 14 1588 16 BOX X 16 LN 1589 12 BOX X 12 LN 1590 16 BASSWOOD X 16 CDT9, 4, 5 1591 20 ASH X 20 1592 16 BASSWOOD X 16 CDT 1593 16 BASSWOOD X 16 CDT .1594 14 BASSWOOD X 14 CDT 1595 16 BASSWOOD X 16 CDT 1596 16 ASH X 16 1597 14 BASSWOOD X 14 1598 12 ASH 1599 12 ASH LN 1600 14 ASH LN 1641 16 BOX SEN 1642 9 BOX 1643 13 BOX + 1644 11 BOX 1645 17 BOX X 17 DAM, SEN, REM 1646 14 BOX LN 1647 12 BOX + 1648 14 BOX LN 1649 14 BOX LN, SEN 1650 10 BOX X 10 1651 14 BOX LN 1652 18 BOX LN 1653 14 Box LN 1654 12 SUGAR MAPLE + 1656 16 BOX LN, DAM 1657 13 BOX LN, DAM TERM 1658 14 BOX LN 1659 12 BOX LN 1660 16 BOX IN 1662 12 BASSWOOD X 12 1663 11 BOX 1664 11 BOX SEN, REM 1665 13 BOX X 13 IN, SEN, REM 1666 20 BOX + 1667 17 BOX X 17 IN 1668 15 BOX X 15 OK 1669 19 BOX X 19 IN 1670 14 BOX LN, DAM TERM 1671 20 BOX ROT, LN 1674 17 BOX IN 1675 11 BOX + 1676 11 BOX + 1677 17 BOX DAM, LN 1678 16 BOX 1679 14 BOX LN 1680 14 BOX X 14 1681 14 BOX X 14 1682 16 BOX ELDER X 16 LN 1683 19 BOX X 19 LN, CAV 1683 19 BOX ELDER LN 1684 14 BOX LN, SEN 1685 15 BOX ELDER 1686 22 ELM X 22 + 1687 10 BOX + 1688 12 BOX IN 1689 13 ELM + 1690 22 ELM + 1695 11 BOX X 11 CAV, LN TOTAL DIA. IN = 2237 TREE PRESERVATION NOTES: 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION FENCE (AT LEAST 4 FEET IN HEIGHT AND STAKED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL BE INSTALLED AROUND THE DRIP LINE OF WOODED AREAS, THE DRIP LINES OF EXISTING TREES TO BE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. 3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FILLING, COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. 6. DEAD, DISEASED OR DYING SIGNIFICANT TREES WERE NOT INCLUDED AS PART OF THE EXISTING TREE INVENTORY. KEY LN - DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY CAV - DENOTES VISIBLE SIGNS OF CAVITY AND ROT DAM - DENOTES TREE SHOWING SIGNS OF DAMAGE DAM TERM - DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHERE DUE TO AGE, DISEASE OR INFESTATION CDT - DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. DER - DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION REM - DENOTES REMOVE; TREE SHOULD BE REMOVED DUE TO DEFORMITY OR SENESCENCE + - DENOTES A QUALITY TREE SCALE N FEET —' / / p 1 7. NO SIGNIFICANT .TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. 1 HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE -10 SPECIFICATION, DR AND WAS DESIGNED: MPR. GLACCUM PROPERTY PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISIONN AND THAT I DRAWN: PLN -121 AMA DULY LICENSED 1 Minneapolis, MN 55415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215.0030 l U 612.758.3080 MAIN THE LAWS OF THE STATE OF 15250 WAYZATA BOULEVARD MINNESOTA SUITE 101 /� p' 612.758.3099FAx MARKKRONBEcx,PLA,ASLA QA/QCREVIEw PRELIMINARY PLAT AND REZONING TREE INVENTORY AND PRESERVATION PLAN SUITEWAYZ1 1 MN 55391 A L L I A ISI T www.alliant-inc.COn1 SUBMITTAL \�T RM TTSHEET 77T T T PHONE A, N 553 1 E N G I N E E R I N G DATE LICENSE NO. BY DATE SUBMI 1 1 AL SHEE 1.0 Of 1.2 LANDSCAPE LA ND S C A P E SCHEDULE QTY. KEY COMMON OTANICAL NAME SIZE REMARKS OVERSTORY TREES 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK Tilia cordata 'Greenspire' NO V—CROTCH 3 HL SKYLINE HONEYLOCUST 2.5" CAL. B&B EDGE OF WETLAND Gleditisia triacanthos var. inermis 'Skyline' NO V—CROTCH 8 MP FIREFALL RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK Acer x freemanii 'AF#1' NO V—CROTCH 3 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK Quercus bicolor NO V—CROTCH CONIFERS 6 BF BALSAM FIR 6' HT. B&B FULL FORM I Pinus nigra 9 BS BLACKHILLS SPRUCE 6' HT. B&B FULL FORM j Picea glauca densata r r i ORNAMENTAL TREES 12 SB AUTUMN BRILLANCE SERVICEBERRY 6' HT. B&B CLUMP FORM Amelanchier x grandiflora 'Autumn Brilliance' SHRUBS Ni BH BUSH HONEYSUCKLE 24" HT. CONT. MIN. 5 CANES Diervilla sessilifolia 'Butterfly' AT HT. SPEC.. SQ 16741502 , 1528 '�. G E OF WETLAND �.LAND '.. - 9 Y (�v � /T 1 65 I EXISTING TREES6 TO REMAIN 67 I I (I 1652 i� EDGE Oi WETLAND RETAINyN(G WALL _1651 SEE GRADING PLAN 1> is LANDSCAPE LA ND S C A P E SCHEDULE QTY. KEY COMMON OTANICAL NAME SIZE REMARKS OVERSTORY TREES 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK Tilia cordata 'Greenspire' NO V—CROTCH 3 HL SKYLINE HONEYLOCUST 2.5" CAL. B&B STRAIGHT TRUNK Gleditisia triacanthos var. inermis 'Skyline' NO V—CROTCH 8 MP FIREFALL RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK Acer x freemanii 'AF#1' NO V—CROTCH 3 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK Quercus bicolor NO V—CROTCH CONIFERS 6 BF BALSAM FIR 6' HT. B&B FULL FORM Pinus nigra 9 BS BLACKHILLS SPRUCE 6' HT. B&B FULL FORM Picea glauca densata ORNAMENTAL TREES 12 SB AUTUMN BRILLANCE SERVICEBERRY 6' HT. B&B CLUMP FORM Amelanchier x grandiflora 'Autumn Brilliance' SHRUBS 15 BH BUSH HONEYSUCKLE 24" HT. CONT. MIN. 5 CANES Diervilla sessilifolia 'Butterfly' AT HT. SPEC.. PLANTING NOTES 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11, STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 12. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 13. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. SEED PLANTING NOTES 1 1 /; /.� '- _ < __ _ _ WETLAND BUFFER SEED MIX: MNDOT 34-271 SEEDING RATE TO BE 12 LBS ACRE EDGE OF WETLAND �� r� ��� a� , l NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. # / E MANUAL. 1 r' ' g RE LIVES SEE MNDOT SEEDING MA AL. F /`/ � I (PURE ED). '/ APPLY SEED PER THE FOLLOWING MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 II i r �!� �� - t ,,• / l / t ' (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 I ✓ ��� WETLAND BUFFER i / 5 t - HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM — 1569 SEED MIX 1572 r r / �� ; A / - ` r` BLOWING AWAY. 1567 ��, 570 ���. �� �a / or A _ _ r SEEDING SHALL BE APPLIED FROM APRIL 15 JULY 20 OR SEPTEMBER 20 � �� iir, j ` rig / r / /`` �N! r r l i� I / tr� - FREEZE IF HYDRSEE LNG UTILIZEAPPROXIMATELY GALLONS OF W ATER R ACRE. REFERTO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO—SEED. LANDSCAPE REQUIREMENTS NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF _ 1' LACED IN THE FRONT YARD RESIDENTIAL SUBDIVISION LANDSCAPE MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). 1 7� REQUIRED = 1 TREE PER LOT P SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. 1 PER PROVIDED REE PER LOT ED / D D 1 T TI -PACKER OR EQUIVALENT. SEE MNDOT SEEDING UAL FOR r r \\ THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACK FRONT YARD TREES, USING A CUL V ALE MAN ....i i i if' ✓ i i _ �1 6 �3 1�7 ��. r LOT PER CITY CODE 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT REFERENCE. _ _, ,00� �J � -� / / ' i r ri , ,' , 1 REQUIRED = 29 TREES, SEE CANOPY TREE COVERAGE PLAN / /�, r // i" _ / 3—BS PROVIDED = 29 TREES MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS % *Ir _. 157.6 -' " i %i /, / — �1Mti NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES I 15 - ` -- "--r- f % r i// �` ' °, 3. LANDSCAPE BUFFERYARD REQUIREMENT UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, 1008grAw " % REFERT IZ D AND REMULCH D WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. SO DISTURBED / / j /-� ✓ REQUIRED RESEEDINGSHALL CONFORMIN ALLRESPECTSTO THESE SPECIFICATIONS. THEEV fh ��� r / = r ' x \ LAKE LUCY ROAD IS A COLLECTOR ROAD, THEREFORE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM BUFFERYARD B IS REQUIRED EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, A' 3—BF BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT OVERSTORY TREES,. 4 UNDERSTORY TREES AND 6 SHRUBS PER DAMAGE OCCURS. 100 L.F. 3-BF- BUFFERYARD ,_ ALONG LKE 1.ROAD. AT A5' WIDTHTHE BUFFERYARD MUTIPIER S 0, ',-- THEREFORE, THERE ARE 7 OVERSTORY, 13 UNDERSTORY AND X 1 ' - U REQUIRED TO BE PLANTED IN E BUFFERYARD 6001 - # I1 I o. AREA. l,_ N `.. -- 3 BS - - r ( 3—HL /.ta PROVIDED = 8 OVERSTORY, 12 UNDERSTORY, 20 SHRUBS �T �_ I J_ oo 5I C SB.�_ 3—BS o_ i —BH` i 5 BH CD C; 6 f'�,: f � i� SOD - � i\ 15WIDTH BUFFERYARD B + o 0 15 WIDTH., (BUFFERYARD PER I + CITY CODE. r CITY ODE. 2—MP s N"iI , - IN,, a _ T \ EDGING G _ CD Ln PO YI r " LAKE LUCY ROA© sod - 3-sB ti r• 5—BH MULCH \ ` SQVE�FI�TER FABRIC' �. r ~- ti= — �- - > f, TRA EE B §ItEALAN — / 1_5—BHLEGEND j 0 DECIDUOUS OVERSTORY TREES - F- L_ W o ". Y + CONIFEROUS TREES o ( J j N I ORNAMENTAL TREES Ln 0 �� Q FLOWERING SHRUBS WETLAND BUFFER SEED MIX 01 BUFFERYARD AREA E II POLY EDGING \\ 0 15 30 60 EXISTING TREES ° /j? TREE PROTECTION FENCING o SCALE IN FEET - I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS PREPAREDME OR UNDER DESIGNED: MPR 6-5-15 CITY SUBMITTAL GLACCUM PROPERTY 121 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT ATI DRAWN: PLN AMA DULY LICENSED D__:Cj Minneapolis, MN 55415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 THE LAWS OF THE STATE OF 612.758.3080 MAIN MINNESOTA LANDSCAPE AND REFORESTATION PLAN 15250 WAYZATA BOULEVARD 612.758.3099 FAX PRELIMINARY PLAT AND REZONING SUITE 101 MARK KRONBECK, ASLA QA/QC REVIEW WAYZATA, MN 55391 A L L I A N T www.alliant-inc.com �TTRIO/�TTT p T SHEET11 OF 12 PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE SUBMITTAL 1 l AL :MINIMUM WIDTH DOES NOT APPLY IN MASS. PLANTING BE G AN a DOUBLE LAIEafD cr1.mDER ME C OT .Gal¢ I **E HEADET owe THE TOPEDGEOF THE GENERAL NOTES. PLANTING HOLE:DIMENSI S 2.E•DEIT TING 1- x 1' GP SIH (HAPDwPRE aOBI . HDPE. UHICH E MICE POLYETHYLENE) RARE): zRE Mlu Hl FOR M HT. DECIDUOUS ,. OVERLAP TIE CI- ENO 2" 2 -SA 5 THE THREE SBrTGM CIRCLE TREES AND 12 MIN HT: £pR p� CPLVANI'm WEmED HIRE ME ' PINE THEE SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. ALL LALUES ARE AS FOLLOWS:: e7' FR . FINE ER OF TAN' THE s Q aENo NE NoPE'Irvm A cRac WITH TYKE INTO THE GROUND ] FgOM THE VENTER OF THE THE SIVE EARS ON THE ONSICE:OF CON GUARDING FDETAILS CON RACTOR 1SIT AGED EXERCISE OUGp SOIL PLANT TYPE ANDI NLUDING Al MINIMJM IB) APpIWMMVE 1 4 GALVANIZED WIPE 'Aa01NCLWVNO IKKEWIDM NOLL04PR1 (1) A PLANTING A A. PLANTING G. I�pp SENED TREE STEM. FOR DECIDUOUS 111E CIRCLE. &TAME W11H. HOOK CONOIFIONS TEE CONTRACTOR sHDUmf%ERCISE pSCRETIpN IN SOIL SOIL SOIL 3 "SECURE THE MESH CILNOER i0 THE OUTSIDE OF THE TREES ANG 12' ATTERSETTINc PWu15 PLANTING DETAIL IN POORLY ptAINEb SCIS OR USING 24' MIN Ni F MIN:XT FOR HIG BEEDUNN. A STADES -LOR l TIE ALONG TLE WASHER$ IW PINE lRF£5: STAKE TEE HINGES AND H M: ACTECUMBE CUMBROUS 11 G0.°IAI IS ON SHEET U. Hir S OUXG t 4T FINISHED SLIDING TIE 1/a' GALVpNIZ£D VARE RCUPLANTING HOLE AND MULCH MULCH RATCHET -LOCKING PES ALONG TEE OYERLPP. SPACE HTAKE (WITH IOTA(}:MEET HTHE 1]0 LNS-HIGH DENSITY Bm CULTIVATION Ti E: ARY SUPPLY IS R...U'SISL11 FOR PS SANG ADEQUATE DRAINAGE 1 SEEOWp (291 (1h GRADE APPRC%IMATELY a' CN CENTER ALONG ME OVERLAP. HINGES TO IIRERCWVNECI THP HOPE � POLYETHYLENE IN NEA VY 900RLY ORAINEp OR InIPERVIOUS SOILS. z SUR. (GILT (» .5: ., }.. .: � VARIABLE " '12" "screew5 STALL RE ROUND HEAD GALMARIEST 1/8' DIA. x- AFTER SUaNG TIE MSE iH+wGH . .:. ' CBS., IN COLOR 8 SU (A» R B kJ 3/A LUNG WIN WASHERS ALL OF TIE HINGGS TURN THE HOOK � ( - LOOSEN NL ISOLATED TREE PLANING LOCATIONS ANO PLANING SOUP • 15" MERGED THE IN90E BE WE HOPE, TO.A MININUM DEPTH OF IV EST AMENVMFNI$ SHALL BE APPLIED CONFERWB 41 a& (R» I OR - WHO MESH DURING CULTIVATION. TREES (I B& Rt) (t at `•RATCHET -LOCK TIES SHALL BE PRIOR AND AT L" 6" 4."PUSH NE STAKE INTO THE GROUND, @ LANDSCAPE (STAPLE LONG. STAKE q MINIMUM UP 12". DRIVE $X MY MIN. 2 PER TAB MERRIILL SNL USE CULWATED AND AMENDED SOIL EXCAVATED iflCM PLANING HOLES. T g4 BALLED cPG BURLAPPED BARE :ROOT STOCK .STOCK TREE SPADE MACHINE -TRANSPLANT LANDSCAPE STAPLES I6 LENGTH, Z PER " REMOVES DEBRIS INCWOINC ROCKS LARGER THAN 3"POIAMETER. (e1 I (»7 (t» STDDK a."IMBED THE LOWER MOE OF 'THE MERE. CYLINDER I' TAB) TARING. Ia H LES HN _.. BELOW NE SOIL SURFACE WITHOUT DISTURBING THE TREE THE.3 BOTTOM TABS AT OPPM17 MOTE ANGLES TO SECURE INE HOPE 70 + ER z 2:"PR IGFYSI WITH CORRECTIVE OF HOLE. t^SCARIFY BIDER AND BOTTOM OF HOLE LE'STONEOTB INWINOTIMRAT t"ADD CORRECTIEPRUNING. OF HOLE THE GROUND,FERTILIZER Mrv(OpT NaB1 LEA3TONEHWRBUTNbT MORETNAN 2.^AD�COWtECFME PRUNING. MIDDLE. Eoc€s unu_ rIDT BE PERMITTED AT NE TOP OF THE (i : SIU If 'ASOUOCEED WRNOORR WEER PRUNING COINDER CUT THE STAKE FLUSH AN NE IOP OF THE ASDIRECTEOBYTHEENOINEER ASDIRCEEO BY RPECTNE PRUNING 24 HOURS PRIOR TO PLANTING. WASETPLgNTON NATIVEBOIL AT SAME DEPTH AS IT ClLINOER, NOT EXCEED WITHIN THE..SH SSHALL HALL 1 BEEOWO 9 HOLE. RIFY.BIOEBAND BOROMOF : NOT E%cBA ]' DEN TR SHALL eE S.^BETPVJITON UNOIaNRBEO NITNEN9Il 'AS DIRECTED BYTHE FAGWERi. WAS PREVIOUSLY GROWN. '6.`MIVLCH WINIIJ NE CYLINDER NOT EXCEED 3" I'MIN: PULLED BACK FREE ME TRUNK AS TCp TAH COMPOST Mn/6013050 ffiEOWFTD + HOLE SPECIFIED IN MULCH PLACEMENT ORTHORWGxLYCDMVAAGIEOPIAMINDBOIL, 4,^PLUMB TO ETTLE LWITH THE FILlV OID BOIL. s�clilio �NsxxuiiHv u�E eN7ADe?nI.H.GN 111E TRUNK: AS DETAIL Ff10 UNE (2 BEmtINO. (407 (+»' IXSTAl1PLWT9C YHEIt00TFLMEWATgiUP 9.'•ftEMOVE CbNTAWERAND SCORE OUTSIDE "PROCEED WITH CORRECTIVE ^E MULCH MATERIAL Mn DDl 3BBa TYPE fi: UNLESS OTTER4NSE SPECIFIED, I AN AND (4» TT)YABOV EFINEMEd.CNAOEY B1ElUM: OF SOIL MASS TO REDIRECT ANO PREVENT. PRUNING A9 DIRELTED BYTHE 5."'WATER TO SETTLE PLANTSAND FILL VOIDS. s"' wxgE : / SHECIRCLING FIBROUS ItOCHMA6 NECESSARY, ENGINEER. Q. -AFTER PLANTING, LOOSEN THE SOIL IMMEDIAYF].Y TE`OV0TO PrAnnaa WPINE LATON API 12 MIN, HAVE TO BE ENABLE GROWN, wxbRLmP PINE 1 4R ANDWIPE BM1SI@T. (1FINF11/ .INKY. ¢^ETRAN$FER PLANT giREEiFLY FROM gOJACENTTO THE BPADE#IOVEO SOILTOAMINIMUM RENOVEO TO PEFMITTNSTALLPTON OF I? MN, HEIGHT BRANCHES MAY HAVE TO BE M1IAS$'. PREPARE PLANT SPACING OF --- I LESS PLANT IN: STACP M RODENT GUARDS. REMOVED m REPMIR INSTALLATION - --- - ROWS ON NE PERIMETER FIRST, THEN UNIFORMLY NLL IN WITH T NR (4R): 4:RSSACKFILL TO WITHIN MPROJt TMY q-SET;FLANT ON UNDISTURBED NATIVE WATERTOH01E. SET PLANTSO THE DISTANCE OF UP AND A MINIMUM DEPTH OF I2'.. OF IV MIN HEICHrftWENT GUARDS, y°� OTHEREIVG pUANIN S' TRIANGULAR SPACING UNLESS ED EACH MR, HR 547 TY OF THE TOP OFTHERWTBALL,THEN I -I OTHFAMAGE. P om ES RdplUs CLEAR OF GNP IRS ARGUED EACH 'SOILORTHOROUGMYCOMPACTED ROOTFLANEfSMPROXIMATELYATTME T;IWrATER THOROUGHLY WITHIN 2 HOURS INSTALL ON ALL DECIDUOUS AND PINE TREES. 00 NGT INSTALL: Y. Y „ R - - MAS@.PLANTING DECIDUOUS TREE ADD B' RADIOS AROUND EACH EVERGREEN TREE.: THIS e 6R WATER PLANT. REMOVE THE TOP: ITBOF ON SPIMI TREES DEGOIOUBA PLANTINBSOIL. INSTALL RA TORUHE FINISHED Y. PLUMB SPREAD T. E TREES ON AG DECIDUOUSAND( • ; • - RADIUS. (CLEARANCE) SHALL BE MEASURED PROM: ME CENTER OF THE. ORNAMENTAL (R �' (� THE B0.5KET OR THE TOPTWOHORIZONTAL TOPOF THE ROOT FLAREISATbR UPTOY ROOTS OUT EVENLY. AND SE -PLACE MULCH WITHIN 43HWRB OF THE SECOND FINE TREES.00:NGr:1NsrAu,w ROF ..... B.0. (4q RWQSWHICHEMERIIS GREATER ALSO SPRUCE TREES. TLANTGU THE DEME SHRUB. N011EYENa11EER MAIL GROSS TREES q BR ( REMOVE ALL BURLAP AND MALS FROM THE MOW THE FINISHED GRADE. REMOVE OR. : IMMEDIATELYBAGKFILLWITHTHE WATERING UNLE3390a MOISNREIS E%CE33NE:, 'a I; CLAM SPA�ONGS OFR--- RR L151"'IaENCY IMMEGIaRfY: MAIL MULCH + BTI (e». TOP t(N OF THE BgLL REMOVE ALLIWINE. CORRECT STEM GIRGLRNi,ROOTS.. PLANTINGBOIL 8!ESTAKE AND GUY TO PROVIDEADDMONAL SUPPORT \ N Lim NONE IR»' (Tiff- REMOVEOF THERRECT STEM CURL TW S.EEWATER TO SETTLE PLANTS BETWEEN THE STEM AND ROOT MALL AS NECESSARY OR RODENT PROTECTION DETAIL (OPTION 1/ eoi.OM rp. (i. . PAINT ONLY uNDENS LacusTs, MAPLES. CRABAPPLES IS ADMOUNTary ASH: ONLY UNDILUTED EMIEFdgt NMDE LATE% PAINT Is ACCEPtABLE E `•PLUMB AND BACIffEA WRITHE FILL VO105.: - ' ME PgINI1NG MAN CIRCUMFFRANCE FROM GROUND LINE 10 FIRST MAJOR SPECIFIED. za" SINE FOR ' ,:' ... ' . BRACH, LT» ea T I ROOTS PLANTINGSOIL S."WATER THOROUGHLY WITHIN2 'w PuuirN¢ PLAN: RESPECT STATED DINENsioxs BEFORE scpuiuc FRIM PUN ert (M7 I» 6E•PLUMB AND BACIffILL WITH THE B`EWATERTOSEFILEPLANTSANDF61: HOURS. DEclwous TREES "" STATED DIMENSIONS in SI. (T» » PLANTING SOIL. I la CLAX, e4 (M &•SWAYER T09E1'ilE PIANTe ANOFILL VOIDS. T."PIACE MULCH WRHIN 40HWR3 OF i* SIP£FOR EF I 15' IE I in m (M vow. TRWATERTHOROUGHLYWICHIN21ICI THE SECONDWATERINGUNLESSSOIL CONIFEROUS TREE. �- ss Ts AVERAGE ONINNT OF WATER PER UNI B.a (U47 MOISTURE IS EXCESSNE, - PREVAILING WIND6 3;25' MIN. 1 •DAD SEMI s. E%IRUOER iww-wpu, APPLICATION IN Dpaoius T-PLIGGE MULCH WOHINZISH URSOFHOURS, RIGID AND SEMI. FUELS IF -I474B. (]2» S,"RACEMULCHWRHIN4BHWRBOF 8."PUCEMULCH WRXIN48HOURS .OFTNE MINIMUMTREE.SPADESIZE'REQUIREMENTS ROLYPROPTLENEmBESWITHAIASFR'. RODENT PROTECTIONDETAIL.(OPTION.2).. CO F RO .NETTING UIJE PERPoRATION PNO AN. MACHINE 1RANSPIANTED TREES SHRUBS (31 Ba THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE Ceaaibw LASER TINE oUN1AEFFFLARED: Tar RIM 4z AN UP' S0 - 1011 MOISTURE Is EYCEBBNE 19 FJ(CESSNE. SPMEOMMETE I OAKTREES ORNANEItrK CONIFEROUS PER.DPATIw UPIUG 4) NB. B."BTAKE AMD GUVTD PROVIDE ADDITIONAL 81mv CALIPER TPEEB. HEIOIR 2•-sECLRE THE SHELTER AND ERROR NOTES;BARE ROOT TREES 15 (1 SPRBB. ( TaNNB,GLIPPJi TUBE SHELTER RACHET -LOCKING TES ATTAGHm TDA 10. CONIFEROUS BALL AS SUPPORT SPEMANO ROOT REPAIR GUY KE TI]LAEOR]Im OR TO A..LUNG BALLED a BNRLAPPm SHRUBS 1 4PRB4 (a» pi.. 42' 1'IDf $ 2'b.9• 1IDT 1" x 1' WRITE OAK STAKE TO PREVENT RETAIN GUY ¢TRE PLIES OUTSIDE DF ROUT CUIDEUNES SHRUBS + ^ LENGTH VARIES eoiT'iTDM aU OR TWISTING, MINIMUM of WOGOv sfmuxcs I SRL&& a» BALLAS NECE&NMY.DRSPEGIFIE31. L.5'Io 2.5 S(D4 Td03 ST K PBALL. DRIVE P1,uNB'�REGAflOLES4 OF GRWNO BARE RDGT w coIVTAINER sHRues 7 (3PR 11- (» BP0.B,a (4m 1. M: 121IS SS 4'11 I'r014 I N T' BELOW NE SIDLE suREgcE WITHOUT s(oeE 2' PALMS STEL 4 OSRTIONA 11 TRF£ ROOTS., 2"REQU B TO SUBSTINIE. RUBBER RUSE AND POEi.(Mn/WT 3q0] -..I Ba, (•Ay S1 S.1M1 @IQB t4'Nt1 RELE/SABIE WIRE:GUVING SYSIENS MILL NOT BE OR APPROVED. EQUAL REPROGRAM AND VINES 3 p BR (A27'. (M PLANIINC DETAILS FOR ISOLATED PLANTING LOCATIONS RarcHEi TE m ]^INSTALL A RUSTIC PROTODEGRPWABLE APPROVED SECURE STOKE M -1 M • NETTING COVER NIB SLEEVE OVER THE IT IS THE CONTRACTOR'S RESPDNS19LITY TO MONITOR. MND JBALLAD A BMA. (� (14 PROM TIBE RECESS TOPOFTHE TUBE. TO PREVENT 3."TREE STAKING Is NUT REWIRED UNLESS IN' LONG SOIL ANSWER AT ADEQUATE BUT NOT EXCESSIVE LERELS. .THE ABOVE < WPLACE WALL CH3EIY1C FENCE I A MENT o BIRDS PULL NOTING SPECIFIED OR NECESSARY TO MA114TAIN TREES POLYPROPYLENE ON LISTED APPLICATION AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS, DECIDUOUS 1 60. 0107 Dowty As snovm.. w A PEume SORPTION WHERE vANGqusM POLVENYLENE 40 MILE - - - SHRUBS T 44 2» FAStENLWSELY YO FENCE N 501E OF WIND CANDITONS ARE A PROBLEM, 15 IDE ITNAR,, a f" BIG Bp (9Dt (pT WDM BIODEGRPDABLEBTRING I - OR CS REQUESTED FIT ME ENGINEER., ATTACH WITH 10 -go WIRE: US m IRR]. (. _ �.I :SEEDLING TREE SHELTER DETAIL a'"REMOVE AFTER ONE YCAR (41 IS, 1427 FASTEN LOOSELY TO LATH PAINT TMEE 6 BDA ( t WITMBIODEGRADABLESTRWG L CIRCUMFERENCE e BN: 0x7 g GEMERAL NOTE:. FROM GROUND ONE MEE. (» 2 :ALL PLANT STOCK BE ACCEPIID IN gCCOROANCEr INTOSWOODLATH:UMMIN' 1 ' ' i0 Isi MAJOR BRANCH 2 COIR• (T1 OFMNDDTISM PRIOR TO EOUAWWGTHE STANDARD IM080S.AT AN ANCIESOTHAT a com. Bal PLANTING OEFAILB. PLANTING801LISACOMBINATKW THE TOP RESTS SNUGLY ON THE 41 CONT. if .TIF THOROUGHLY MIXED EXISTNOSORAND COMPOST iq,+211 WALL OR FENCE IGN POo CHANNEL 5 4 mNr, t MU(ANDOR ANY OTHER BPEGSEDAMENDMENTS. SIGN POST (Mn/EUT]4NI OR Aaxxovm EQUAL. TINT CANT' 1 BALD MULCH CONTINUOUSLY; UP :Urx sruRBeG SIDE GRNTAINER WI COOKIE. (in GROWN CONT. MnNOTE TpS BEYOND IERMINAIMNE PIANTB mP(T � BEAR "HOLM DEPTHFORBABANDCONTFNNERPWNTB PRESENCE SIRE 4NTN SOIL AMENDMENTS - NS CONT a (1» BHgLL NOT EXCEED MEASUREMENT FROM ROOT FINISHED GRADE - MULCH FWRTO BORON OF 801E BALL y FINISHED SOIL ELEVA110N LWSENEO SGL M CONT. la7 14 .�•„ H s eG cxgGE WIR CONT. (4» 18 ^ . ^ ° cONGE. e» NOTE Mlx i_^" LOOSOM ° QCNT >». nm. PIIWTAGGORDWGTO PIgMTNG. o , ulTx SIRE Ausrv¢NENTs AFvucARE To DsaSUws TREES: - 1 MEOI B.R 1» (Tf MIN. 2 DETAILSMOWASMPLICMLE. MIN.. 2' • OVER A CALIPER AN.. tYR NO.I OR (+»11-1° e ° �.. WLES 2MMM.BR m 'I III' o o. EbFRDREEN TREES OVER 10' HT. 2YRNO:1B,ft (4» (167 �'1( STANDARD TREE TRANSPLANT TREE. :s, PANT 1107 VINE PLANTING TING DETAIL PLANTINGSOIL - u DspreDEDaaL STAKING GUYING DETAIL LARGE MACHINE azar. Iz». ITA _ crff OF ENGINEERING P'' PLANTING DETAILS FOR_T xEui�L>: 1-10 FILE NAkmQ\EN0\wEcs�630 5309 ENGINEERING PLATE: C 1 DEPARTMENT TYPICAL INDIVIDUAL PLANTINGS 6mmo REVISED: -1n FlLE NAMED \FPLC\SPECS�53/1 DEPARTMENT 5371 PLANTING DETAIL E 0 r� N O � NOTFv8 t^SAR£RGPTE SPRING FXIS$ING GflgOE INETALL£O IN SHE BY JUNE JOE O PLA CUTARFA NTINGINFALL FOLLOW PALLOEGIOWU9 ; FM1ANIINGDATEB - ' PLANTACCORDINGTO INSTALL TILEDRAINAGE LCR ^ PLANTING DETAILS AS MPIVIUMLE, 2''gC1 MALDATESMAYCHANGED£P£NDWG' DZMMINSD By THE ENGINEER, INS TALI GRANULAR FILTER 1.'"EXCAVAIiEtOLE OR BEDTOALLOW x511:5. DETERMINED BY THE ENGINEER, FI.ACINGTIE iT)P pF THE ROOT NABS t'*b' pN 1�BLDPEB OR gREATiR, DDNGT INCORRECT BUT (TOO CLOSE) RESULTING .11, LICE CPMPACIIGN ON ROOT 5551E $ CCNSINVATTHE UPFILL R6IF OFTiE 3.°AFALL PLNNRNGMAY NOT BE. I"EXCAVATE HOLE OR BED Tp ALLOW: NIGHER IILPN FIF4ISHEDGRAOE. IN OISEONTNUoue CALLUS FGRNATON RMERE IT OccuOs sYORlLuxc 5O lnm(2) N WAtTD1BDGBABIN. REOOMMENpED ORNIOWEp. SEESPE5IAL PLACING THE TOP OF ROOT AL#S91^ ICRINSTAL, 4E MINIMUM DIAMETERORAIN TILE BRANCH BARK HILM AFTER ME SEASON OF REDEEM DAM HOLE IN NE SCE i0 A DEPTH OF ONWET.POORLT DTWNEP SOILS(DO GRWISIONS.MR SPECIFIC PRWEGT DAYLIGHTING ATA LOWER GRACE, AS HAD - [IRU. DRUM a' IN. NE TRE HIGHER FINISHED GRAd1E. CORRECT Oli (LEAVING BRANCH COLLAR TRUNK ON OIir1NUE Ai 2 INTERVALS M NOTOONSTARMWATERWCRAMN. REGUIREMENTS.-IHEFOLLOWINGBARE 2••AUGARIDIMAEfERHg SINIONTHREMY M''ROVISO BY THE ENGINEER. NI ) BUT NO STUB): MOUNTING IN CONTIGUOUS. - COMPUTED RUDE OUI TO THE PROTECTOR FLAfYiMGIXSTTAILFORSTEEP&LOPES FROM PLANTS ARE NGT RECOMMENDED FOR THROUGH IM°ERVIOLS OR POORLY 3:•'•GOMPLETE PINKING ACCORDING TO I DOupNnuT snAPED CHU.VS FORMATION ROOT SYSTEM. BRIDGE �E' WALL INSTALLATICN:HWVYRHIMICRUIRRY, DRAINEOFWOPANSOILLAYERT(} :PIANTNODETAILS'(SHEET AJ I99/II I)/II e G AFTER GINE SEARCH TIF CB.". 2.x.wgiERlNc. cF ROOT Opmpem TREES tWU BE [(� OLIVE, D(Ni4Y000. P(kiLPfi. HAGCBF3aRY1 pgEOjMjELY DRAWN BUBBpIL CEA0 6RANON l � B /' LAND BRANCH NBRpTORYPLOW 2.1 REQUIRED IG W ROON-AGEOGED TREESUT EL LINDEN IRON4TCOD.HONEYL000ST,BIRGN, \ OT BURNS TO PreDEPTH MUUNTA NRSH, MAPLE, YiIU GW,(iABNTiLE, 3.'•THOt)ROUGkILY BAONFILLAUGER B ( I UIING EX�'ESTHIN RILL UNDIMMED RANDOM OF S FOf/OECIWCU3ITxE£S 4. WOMATES PROJECT LOCAKCN PLUMGiERRY,OAK3,AND8LRUC. HOLE&WIRiAUNB-GRtW WCO iPORATEO `THROUGH• 1B VII ARCED UKE DRIBBE0 PORTION T)F .. / q ! BRANCH CUT PART WAY .1NE INE IMPPL1Eo IEEE DRIPENE MIXTURE pF90%BANDANpDO% .. C , V! J PLACED MER A3TYPE OF (0ODCRP MULCH ]703) Gm IE%TILE INPLACE PONT. - `'. E n D .L BRANCH FROM POINT Ria axww T ,{_ S•FORCOMFEfIOtDSTWEES - .. /� HOLE £XCAVATONWIDId IN SPRINq FALL A•SCt%4PLEFE PLdNTNOALX;INOLNB A E SYSTEM MAIRE usEOTN ufu OF THE RSDr KEY INSTALL MiM-BERM 11 J ACCORDANCE WNMMWWUM Q(I PEMAY I CAPKII DECIDUOUS BEFM421S DEciali IFEROJS Tp PLANTING OEB'AILS (BHEETA} : / / '.. ^. p - i"NOW CUT FROM POINT E. D D 4 3YANDARD PLNNING DET AILS BA MAY AFRIL2i APRa21 AMB(,2( OIRS AUG 23 OF ERM FIR T HOLE OR OED //4TIE 'PTH. O // ALONG D IS HJEU To LINO, AN T A a"WHEN.OEscE EN IN THE PLAN CRR007S PREPARED PLANNING BEb AND BAC7ffli1 ry ® ro.. TO TO. Ttl TG ..Ili NOTE. OF TERM ROD'T MtN19. N IJ PLUMN UNE E ANGLE LY GOWN ro ATT ME By THE ENGINEER, ALL ILL RCUTs i. SOIL (THOROUBH.YWWENEp ;TUNE IF JUNES JUNE JIWE( : NGIVI SENT. T ENMDFORUMNOALTERN IW 2.^SETROOTMASSINHG.E. HiAn lWEN SHIM X. THEAPPROXIMATELY ELY E RHL Gw5.lME MAX UNITS STALL R cur MULCH PLANTINoi)ETN MDWHNllI ETfl f1 X BRPIiCH:fALLAR SHOULD BE MATTED%INAIELY EpUAL CLEANLY TO NE MAXIMUM DEPTH .MAYS ARTBILT AEEL4 MFBLT : CwT IB AUG.26 3."CONSIRUG-t BERM YA7Ti SANDY I:OM1M: \y(I/ II! Tnw-c-E, ROOT SYSTEM FRIDGE AND VIBRATOROY. PLOW NECEsgRG AGR. cGNsmucnGN11 WITH A-- 'E:• FINISHED BRACE 2 ® 'TIO. Tb TO t0 TO: USE SHALL BE DETERMINED BYTNE. TOPBpR E)CENDMEBERM BASETOA I� VIBRATORY ROW OR:ONfR gPGRBil ROOT TTTOt M1w0a. DONMYACTW AND SliD1ECT10' WIOfHOF9TNEB TME BEAM HEI(#TF I ENDSEPOSE TB ANV E%CTIONA PGGi JUNE 15 MAYiT MAY iT : MOV. f5 REPT. 15. APPROVAL 9Y THE ENGINEER ENCS E%PO.SEb BY ExcpvanON ACIIVITES 4.I COMPL SHE PLANTWGACCORDING TO SHALL BE IMMEOIAIELY COVERED VON: A: B -Q PLMIT!" DCTAILS(SHEGTA).. PRUNING: NOTES LATER OF ADJACENT SBIL BACKFILL, SEEPAGE, HARDWODDSi SOME CONIFERS OR INSTALL RETAINING WALL As DESIGNATED. U AUTERNATNE PLANTING MABEE FOR POCRLY DRAINED FAIL T.+xLEAVE BONN (AIRLINE (C To 0) N NE PLAN CH MEN. DIRECTED. BY THE O PLANTING DETAIL FOR MASS PLANTING BOOS OPDMUM PLINTH&OATeZONE3IN MINNESOTA TUNNEL IENGMER. Z•90 NOT FLUSH CUL (C ID k) 3"LG NOT LEAVE STUBS IS i0 d) PRDTECIOW ZONE ie E ZONES, CONSTRUCT UC MUST.PASS DYER I I R4'�`EXT TIME TO PRUNE IS _ARE OOT ZONES S N STEEL RDW SYSTEM .v� 4q F LIN' CROP CRBTCH PRVNIHG.IS IB DORMANT SEASON BE EARLY SPRING.. MOD ETIMBERS PLACED RADIALLYPIOUS GTO THERTED W 1 VSED FGR REDUC NG THE A L--� CRIT r TOO 100 RCD.. TREE TRUNK Q `M HFORT OR LENGTH BE MAIN: C :11 WING CLOSE LONG SUNNIEO 5,"•AWID PANNING OAKS IN APRIL MAY, O STEMS OR BRANCHES BY. JUNE OR JULY CVTTryG BACK TO A LARRY CUT TREE PROTECTION ZONE Ln ' LATERAL BRANCH. B "INMELTAIELY PAINT OAK WOUNDS T TRS :p AM iE i • MINIMVM OISTgNCE FRMA ANCMA RUBBER APRIL MAY SONE GR JULY VATH LAtEX PAINT OIi SHELLAC. _ B➢Ve GRmrvG FAME W IRE6 TINNY ZONE 3 46 ZONE WRIGHT �� - �IJI1IF`yI�11yp HENMPEN:.. .III' lie i is d DROP CROTCH OR CUTTING BACK' BRANCHES SMALLER THEN 2' 'MCLEGD SUBSIDIFIG gRDETERIOIRAT NBMULOH 6NA[LBEA(d.'EPTABLE J T DEEPEN SHINED BE LLT 'µHEN VTE T IEE IFFTECIM MUST OCCUR ONE THR TMNED TTHECWTRACTPL-RNATF L•/IDED'THE MULCH DEPTH I6 AN T DEPEND A LATERAL BER OR MTM Alf TREE PR TECEON RINE: O SHALL MAWTAN£DATAMN MUMS"WEFTN AT ALL IMPS AND UPON FhU1 ANOMERsupe LATER AL BRAxW THE UTILITY INSTALLATION TUNNEL IN ME ARMS CHAR PI THE CONTRACTOR ARE a :AGGEPTANDF.. REPLACE MEMMULCH SHALL BE REQWIRED4^WiFN T4E PRUNING SMALL BRANCHES ILEAL GOT MADE N A SLIP BCflE (TUNNEL UNOEIY TREE RW15 THAT ARE PRUNING DETAILS $Ill 0 6BekhOd) CLEAN AND MADE W A SLIGHT ANGLE, TO 5E T A AA DLWED. THE HCONTRACTOR24FB SHALL / BD.EY SCOTT ON GORE p1Y3RS aPEIIIAlWP6 FViYE GONTAM NATER THE MULgH VRDi ( 9 GNTE D A MINIMUM DEPTH � RIM BELOW THE B(BL, LACUNA AIRFACE WITHIN TITS Z@JE NO SIGNIFICANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS ROOT PROTECTION. AND TRENCHING DETAILS I :MOTE: WILL BE: CONIFERS IN NETTN WL BY NE. ENGINEER AND GJ :i.'"NFMOVE MULGi PLACED TCAOEPTH GFIEATERTi CUi THAT PRESERVED BY THE CaNmACTOR 0) SPECIFIED WI'IEN DIPECTIEW BY T11DEVA NWER, NOTES a � 2.^PULLM116CH BACKN(DLESSTHAN SAND NO. MCRETHANS' I-RLACETHCOPE BOUNCIRARY NG NCE ,PoracNm AU.. BE REDUCE SLOPE NUSSMAINS WHERENN MUDS ELL CONSTRUCTION N PLANT HARDINESS IN UNACCEPTABLE KRpMTHRiROMK BE DISTURBED ar NORMAL s(Dve RWNPINc. As CHANHASSEN IS ZONE 4b A PRAVEG BY THE ENGINEER 1 r✓y ZONES OR UNNECESSARY ROOT DAMAGE. AS APPROVED BY L. 3 NPPY BACK SLOPE STEEPNESS TO pW01p TiFE. L555 Thr p THE ENGINEER •N O AVERAGE ANNUAL EXTREME e, PC Q. MINIMUM TEMPERATURE RANGE: W It y TEMPORARY fENCE In FDP} ZONE 4b IS ,„5zF1 ''© -ZQ •TYPE OF PlN✓T :.pENTER+F EBOECF OEP1MfF DEPLH CF. REDUCED RW""Do DO NOT ENTER THE FENCED AREA -IA LOAM FILL S 'PLANIBD RRANCILDRI MULCH MULCH Q DEGREES (F) MULCH LIME MuSta NE ' " NORMAL BOUNCING We upp t yo 'p Llan fa p EXISTING: GROUND LEVEL CWVERtXUTREE$ YAWE:S: 3'MIN 4'+1 4`.1 N P•o. Rn�,PAA..'- O ALL RANT STOCK SHALL SE : OEC1WUdJSTREFS. a:'MIIN: WA 4".1 4'-0° <a�eo-aCuan �E OEEMEDAOCBPTABLE FOR MINIMUM: O OONTEROUS NNIMMS VARIES &' MIN. 3E•4' 4" IF Ln 1.•1F R ISHARDY TO THE MINNEIMAIRIGN 6 DEaWUOUBSHMN N•Sm 4.1 4-S RD75' 12' '- WHiWE PROJECT BRE Is LOCATCb ENP. VINES 2'MIIN FNA 4'-B' 4'•A' FABRICATE 12 % 8'I% 3 0 SIGN VERB QI RADIUS CORNERSL ANY FILL REQUIRED WITHIN THE MR LINE OF TREE SMALL BE: AN m PEREPIIll{i. vA s TMIN, 2"-4` 2"-d` OP CwsTRUCTOR EMITS. AD SPECIFIED, PRIME m ANY COUNDUCTON. SON SHALL BE WHITE 1H BLACK OFFERING. ATTACH: SIGN UNCOMPACTED (WITH A CURTIS SAND COMPONENT SANDY LOAM / NRNISH AND INSTALL TEMPORARY FENCE AT THE HELENA ORIPUNE C PLANFSTOCKCANN OR AT LEJTEq AB GROWINPSTWOE IF Wi DAN OF 0009 ACCEFTAB(E •_ WHEN MISSIRLE PLACE FENCE ZS MET BELLHOP THE DRIP UNE r0 AOsi L51NG 1 LEIGH W000 $LIENS,. PLACED At &y., PIPEMCPSOIL AT LEAST FILL MAY REQUIRE INSIALI PERTORATED TipNTWpWB INTHNFCCOES MMUST MELABT GROWING RANBE LINKS, GAT DRO A�NIEDA3 NAGNM E-TAAI{BPLANTEDMBEEN 1Y8EYWNO EBGEOFNOLE A-� 4 .N" AND AN RESPECTIVELY FROM THE BOTTOM EDGE:OF: ME SON:. MRSH M AT TEPSi ONE Optt1GXTEO ENG OPENING A9 AN 0 TWOYARI OR 5 HINTHE LATHE AB(EMMRB HTHOCK RI IS£ED6WRCE WNHIN I HE MDBRAFT PLACE PROTECTION :SIGNS ALONG FENCE AT 20' INTERVALS. pERA11CN SYSTEM 0 ZONMUSSTOCK GROWING RUM& AGORAE (:EPTAHLEPIAMi' 81OWICINGINAIINGFRGM WITHIN I'HEAOGEPTP86E SLOPE. ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL. TREE. PROTECTION .SIGN. DETAIL SANDY. LOAM FILL DETAIL N ST(1CKYER4WING RANGE AEbTlE. :BROWING RAIVGELIMOS. MuwxPMTCEMExroeAl ACCRFTgaSPV4lSTOLNg0.aMN3 Pw•tx LNm. _.. BWPDE: U.SOARAMIWiMNF�•iLNEMN+ REVISED: FILE NAME: ENGINEERING PLATE: PLANTING DETAILS FOR CiFYOFENGINEERING PLATE: Y..9 �^'� 3-14 G:\ENG\SPECS\531Q DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS 0�1� REVISED:1.-10 FlLE NAME: G: ENG\SF'EC5�5312 DEPAR7IAENT. 5312 VEGETATION . PROTECTION DETAIL �T"" AV 0104 6' MOXAS 1401 o IW w„_Ave .... ... ,. L 1E� MEptBLCB I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS GLACCUM P PREPARED BY ME OR UNDER MY DESIGNED; MPR 6-5-15 CITY SUBMITTAL FE jj (01,233 Park Ave S, Ste 300 ADIRECTM SUPERVISION AND THAT DRAWN: EMK AM A DULY LICENSED Minneapolis, MN 55415 LANDSCAPE ARCHITECT UNDER PROJECT NO: 215-0030 12 THE LAWS OF THE STh"FE OF 612.758.3080 MAIN MINNESOTA I LANDSCAPE DETAILSPRELIMINARY PLAT AND REZONING 15250 WAYZATA BOULEVARD 612.758.3099 FAx TT SHEET L' SUITE 101 A L L I A N T MARK KRONBECK, ASLA QA/QC REVIEW SUBMITTAL 1 AL Sill El IZ �1 IZ WAYZATA, MN 55391 www.alliant-inc.com PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE Property Card Parcel ID Number 250022900 Taxpayer Information MICHAEL W & LEAH R GLACCUM 6003 COFFER WOODS CT BURKE, VA 22015-2901 Property Address Address 1510 LAKE LUCY RD City EXCELSIOR. MN 55331 Building Information Estimated Market Value Building Style 1 1/2 STORY Above Grade 1048 Bedrooms 3 Land Finished S Ft $135,600.00 Year Built 1910 Garage Y Bathrooms 1.0 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 1 WS 062 MINNEHAHA CREEK Y N N Assessor Information Estimated Market Value 2014 Values (Payable 2015) 2015 Values (Payable 2016) Last Sale Land $135,600.00 $135,600.00 Date of Sale 09/01/2003 Building $49,900.00 $49,900.00 Sale Value $150,000.00 Total $185,500.00 $185,500.00 The data pd,,noo neev. nF Is for rafs,ra purposes only. This date Is not suitable for legal. engineering surveying a cine, slender purposes. Carver County does not cuerante=_ the accuacy of me n[Ormabon cordaned herein. This data is pirmshed on an as is bast and Carver Courtly makes no representations awarrantieseither expressed or Implied. for the merchantaloddy or -fitness of the ,information provided for any purpose. This disclaimer is provided pursuant to Mmnesota Statutes §466 03 and the user of the data provided herein acknowledges that Carver County shall not be liable for any damages, and by using [his data In any way expressly waives all claims, and agrees to defendindemnity, and hod harmless Carver Countyds'thrones' oftes s, agents, employees. etc from any and all claims brought by anyone who uses be information provided for herein, its employees or agents. or CARVER third padies which arms an of user's access. By acceptance of this datathe user agrees not to trarsmin this data or provide access to It Or any pad of it to another party unless be user nctuoas CONY wrb the data a copy of this disclaimer SCANNED Wednesday, June 10, 2015 Carver County. MN COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CITY OF CHANHASSEN 0 Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review . respond no later than the review responsead Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: June 10, 2015 June 25, 2015 June 5, 2015 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60 -Day Review Period Deadline: July 7, 2015 at 7:00 p.m. July 27, 2015 at 7:00 p.m. August 4, 2015 Application: Request for Rezoning from Rural Residential District (RR) to Single Family Residential (RSF); and Subdivision with Variances of approximately three acres into four lots on property located at 1510 Lake Lucy Road. Applicant: Estate Development Corporation Owner: Michael & Leah Glaccum Planning Case: 2015-18 1 Web Page: www.ci.chanhassen.mn.us/2015-18 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester El Shorewood ® Park Director E] Carver County (_1 Victoria ® Water Resources Lower MN Riverr ® Minnehaha Creek Adjacent Counties: ❑ Riley -Purgatory -Bluff Creek Carver County Agencies: ❑ Hennepin ❑ Community Development Utilities: ❑ Scott ❑ Engineer El Environmental Services ® Cable N — Mesotam School Districts: ❑ Electric Minnnesota Valley — ❑ Historical Society ® Electric —Xcel Energy El Eastern Carver County 112 ❑ Parks ® Soil &Water Conservation District E] Magellan Pipeline EI Minnetonka 276 ® Natural Gas — CenterPoint Energy State Agencies: ® Phone — CenturyLink Other Agencies: El County Regional Railroad El Board Water &Soil Resources of [-IHealthAuthority Landscape Arboretum ❑ Historical Society ❑ ❑ So Transit ❑ Natural Resources -Forestry TC&W Railrost ad ❑❑ TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ ❑ Transportation ❑ El SCANNED COMMUNITY DEVELOPMENT DEPARTMENT CITY OF C�NHASSEN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: 6/5/15 PC Date: 7/7/15 CC Date: 7/27/15 so -Day Review Date: 8/4/15 Section 1: Application r apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑� Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD.................$100 ❑r All Others......................................................... $500 ❑ Sign Plan Review...................................................$150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 $300 ElCommercial/Industrial Districts' ......................$500 Q Plus $10 per 1,000 square feet of building area: ❑ ( thousand square feet) Include number of existing employees: $150 Include number of new employees: $275 ❑ Residential Districts ......................................... $500 ❑ Plus $5 per dwelling unit (_ units) $500 ❑J Notification Sign (City to install and remove) ............................. ❑� Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 Create over 3 lots .......................$600 + $15 per lot ( 4 lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) Q Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ................................................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) ...........................$129............. $3 per address ( 43 addresses) ❑� Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation v❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements ( easements) TOTAL FEE: $1,739.00 Section 2: Required Information Description of Proposal: Glaccum Property Preliminary Plat, Rezoning and Variance Property Address or Location: Parcel #: 250022900 Legal Description: Total Acreage: 3.12 Wetlands Present? Present Zoning: Rural Residential District (RR) Present Land Use Designation: Residential Low Density Existing Use of Property: 1 Single Family Residence w/ F ❑� Check box is separate narrative is attached. 1510 Lake Lucy Road See Separate Narrative ® Yes ❑ No Requested Zoning: Single -Family Residential District (RSF) Requested Land Use Designation: Residential Low Density :essory Structures SCANNED r U 3AV RIH3SOA w 3AIN CE LUCY ROAD wros.ew m.o, Section 3: Property .. APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. 1 further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Estate Development Corporation Contact: Tom Gonyea Address: 15250 Wayzata Boulevard, Suite 101 Phone: (612) 990-0666 City/State/Zip: Wayzata, MN. 55391 Cell: Email: tom@landmn.com Fax: Signature: Date: 6/1/15 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Michael W & Leah R Glaccum Contact: Carl Zinn Address: 6003 Coffer Woods Ct. Phone: City/State/Zip: Burke, VA 22015 Cell: (612) 251-7777 Email: czinn@cbburnet.com Fax: (952) 474-9583 Signature: Date: 6/5/15 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Alliant Engineering, Inc. Contact: Mark Rausch Address: 233 Park Ave. So. Suite 300 Phone: (612) 767-9339 City/State/Zip: Minneapolis, MN. 55415 Cell: Email: mrausch@alliant-inc.com Fax: (612) 758-3099 Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑� Applicant Via: ❑Q Email Mailed Paper Copy Address: Engineer Via: ❑Q Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing (required). SAVE FORM PRINT FORM SUBMIT FORM CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 06/10/2015 1:23 PM Receipt No. 00285906 CLERK: AshleyM PAYEE: Alliant Engineering 233 Park Ave S Ste 300 Minneapolis MN 55415 - Planning Case 2015-18 ------------------------------------------------------- variance 200.00 Sign Rent 200.00 Recording Fees 50.00 Rezoning Fees 500.00 Subdivision 660.00 GIS List 129.00 Total 1,739.00 Cash 0.00 Check 40862 24.00 Check 40861 1,715.00 Change 0.00 ALLIANT ENGINEERING, INC. Check Date: 6/5/2015 Are i Invoice Number I Date I Voucher Amount Discounts Previous Pay Net Amount 060515 Develop App 6/5/2015 10000024206 1,715.00 1,715.00 City of Chanhassen TOTAL 1,715.00 1,715.00 Alliant Engineering, Inc. 1 CHANHASSEN ALLIANT ENGINEERING, INC. Check Date: 6/8/2015 M Invoice Number Date I Voucher Amount I Discounts Previous Pay Net Amount 060515 Devel App Add 6/5/2015 10000024210 24.2424.00 City of Chanhassen TOTAL 24. 24.00 Alliant Engineering, Inc. 1 CHANHASSEN CITYOFCNANHA$$EN RECEIVED JUN 10 2015 0*MAWftAWM0pT F 6 ALLIANT ENGINEERING Letter of Transmittal DATE: June 7, 2015 TO: City of Chanhassen 7700 Market Blvd. Chanhassen, MN. 55317 Attn: Kim Meuwissen FROM: Mark Rausch RECEIVED JUN 10 2015 CITY OF CHANHASSEN JOB NO.: 2015-0030.0 SENT BY:Mail zHand Delivered Courier RE: Glaccum Property— Preliminary Subdivision, Rezoning, and Variance Submittal Copies Date Description 1 6-7-15 Development Application Fee REMARKS: Kim, Here is the outstanding fee amount for the Glaccum Property submittal. Please call me directly at 612-758- 9339 should you require any additional information of have and questions. Thank you, Mark ., -fY RECEIED SEN OLIN i'j 2015 CHANHAMNPlA*WDFT COPY TO: file 233 Park Ave S. Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com 1510 LAKE LUCY ROAD - PLANNING CASE 2015-18 $500.00 Rezoning $600.00 Subdivision (over 3 lots) $60.00 $15 per lot (4 lots) $200.00 Variance $200.00 Notification Sign $129.00 Property Owners List (43 addresses x $3 each) $50.00 Escrow for recording variance documents $1,739.00 TOTAL $1,715.00 Check 40861 from Alliance Engineering $24.00 Check 40862 from Alliance Engineering $0.00 BALANCE OWED CJ/ LAKE LUCY ROAD - CATTAIL EDGE I&A, e� XOME I XV7 ¢r . Z=RIJ ,S 81TE DATA PARCEL RD - MOR22SCO / DDAWY ME OROSS AREA . ].Y AC TOTAL SIX61£ ONLY L015 - 4 ( 1.55 UN13/ MOM ACRE) LAMENT ZONING - RAF - SINOLE FAMILY READENML (CNRINAA91) MWOSED ZONINO - RS, - 9NgE FAMILY REA..FAL ILNANM..) CURRENT RAND USE - AMIDEWAL LOW DfNMV (1-Z IRNIS/AC) PROPOSED WID USE - RE90ENTK LOIN C(N9W (1-Z MIM/AC) ROZ STANDARDS USED IN CONCEPT ELTLAND IS A4TMED TO 6E A MNNAOE 1 W2 D PER MCAD RUNES MN. LOT AREA - IS,W] M' MN. LOT MEN - MY R/0 PRO". OR RD' AT fA011T SE. FOR OIL -OC -SAC LOTS w. LOT MPTN - ISR' rL mOR bIEL - ]O' SN SLIL sm - IO' (GARAGE AND WARE) YM Q sot - IG (ROME) EN m s19N CODER 50' (ASSUMED GARAGE AND NOME) m RM. -JG' RINT a wr - eD' LDCK 511oFT XRITN - 5r F -E WY. Cu -DE -SAC IFNCM - eW DEArDE-BRC MM RADOS - e0• MM. -D[ -SAC MIN ROAD RA.US - 4AW FACE OF DUMB PROPOSED ROAD - I45 IF fn II//moi a7 7,�� - tjE)K G 25 50 IDD - 131°"RA" 151e 300 ® '121.3o.— .12 121.3 ANN SENA 61Z.)BB30BONN SCALE IN FEET ALLIANT NRRM.m«MA SAM 4-2-I6 P MA