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CAS-08_ROSEMOUNT BUILDING ADDITIONWestwood Professional Services, Inc. PLANNING. ENGINEERING .SURVEYING TRANSMITTAL Date: September 2, 2005 To: Lori Haak City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 From: Tom Nickel Regarding: Rosemount Property Proj. No.: 20051107.00 Items: No Description R W StN U 0 2UU5 7599 Anagram Drive /y7�E/ OF CHANHASSE� den Prairie, MN 55344 V�� 1 r' V1 Wq Phi: 9S2-937-S7SO Fax: 952-937-5822 Toll free: 1$88-937-5150 E-mail: wp,0vv rt oodm, om TWIN CITIES/METRO ST. CLOUD BRAINERD 1 Rosemount Property Wetland Delineation Report Purpose: For your approval Remarks: Delivery: Mail Copy to: Ms. Cindy Birkholz, Rosemonut, Inc. Designing the Future Today...sime 1972 WETLAND DELINEATION REPORT Rosemount Property NW 1/4 of Section 13 and NE 1/4 of Section 14, T116N, R23W Chanhassen, Minnesota SEPTEMBER 2005 Local Governmental Unit City of Chanhassen Ms. Lori Haak 7700 Market Boulevard PO Box 147 CITY OF Hugo, MN 55317 CilarlHASSEN Phone: (952) 227-1135 Fax: (952) 227-19359 Prepared for Rosemount, Inc. Ms. Cynthia Birkholz ' 8200 Market Boulevard lit Chanhassen, MN 55343 Phone: (952) 949-1275 Fax: (952) 949-7570 Prepared by Westwood Professional Services, Inc. "� 7599 Anagram Drive Eden Prairie, MN 55344 Phone: (952) 937-5150 Fax: (952) 937-5822 Project No.: 20051107.00 WETLAND DELINEATION REPORT Rosemount Property City of Chanhassen, Minnesota September 2, 2005 CONTENTS WETLAND DELINEATION NARRATIVE • Wetland Delineation Results • Wetland Delineation Summary Table • Wetland Classification Systems Table EXHIBITS 1. Site Location and USGS Topography 2. National Wetlands Inventory Mapping 3. Soils Mapping 4. MnDNR Public Waters and Wetlands 5. Wetland Boundary Map WETLAND DELINEATION DATA FORMS REPORT PURPOSE This delineation report and the attached exhibits and data forms constitute the wetland delineation report for the site referenced above. This delineation report provides the required documentation for wetland boundary determinations in conformance with the Minnesota Wetland Conservation Act of 1991. Westwood requests that the City of Chanhassen as the Local Governmental Unit (LGU).provide written confirmation that the delineated wetland boundaries shown on the attached Wetland Boundary Map are accentabie for local administration of the Minnesota Wetland Conservation Act. SITE LOCATION AND DESCRIPTION The site is located in the NW '% of Section 13 and NE Y< of Section 14, T116N, R23W, City of Chanhassen, Carver County, Minnesota (Exhibit 1). The site is bordered by Lake Susan to the south, Market Boulevard to the east, Lake Drive East to the north, and Lake Susan Park to the west. Much of the site is currently developed with the Rosemount building and associated parking area. The undeveloped portion of the site consists of a Type 1 wetland, two Type 4 wetlands, upland meadow, manicured lawn, and a mixed forested upland. WETLAND DELINEATION METHODOLOGY Westwood delineated and flagged a total of three wetlands throughout the site on July 26, 2005. Wetlands were delineated using the level two routine determination method set forth in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987), in which sampling transects were established in representative transition zones of identified Westwood Professional Services, Inc. (952) 937-5150 Wetland Delineation Report — Rosemount Property September 2, 2005 Page 2 wetlands. Transects consisted of one sampling point in upland and one point in wetland. Soils, vegetation, and hydrology information were recorded for each point on data forms, which are included at the back of this report. Species dominance for vegetation measurements was based on the percent aerial or basal coverage visually estimated within a 30-foot radius for the tree and shrub layers and a five-foot radius for the herbaceous layer within the community type sampled. Wetlands were classified according to Wetlands of the United States (U.S. Fish and Wildlife Service Circular 39; Shaw and Fredine; 1971) and Wetlands and Deepwater Habitats of the United States (FWS/OBS Publication 79/31; Cowardin et. al. 1979) (see the Classification Systems Table at the end of this narrative). Common names for vegetation identified in this report and on the attached data forms generally correspond with the nomenclature used in the National List of Plant Species that Occur in Wetlands: North Central (Region 3) (USFWS, Reed, 1988) and/or Vascular Plants of Minnesota (University of Minnesota, Ownbey and Morley, 1991). Prior to delineating wetland boundaries in the field, Westwood reviewed National Wetlands Inventory (NWI) mapping (1989) (Exhibit 2), the Soil Survey of Carver County, Minnesota (1980) and the Digital Soil Survey — Carver County Metropolitan Council, 1998) (Exhibit 3), and the DNR Public Waters and Wetlands Inventory PWI for Carver County (Minnesota DNR, 1985) (see DNR Draft PWI, Exhibit 4). The wetland boundaries were marked using pink "wetland delineation" pin flags, and located using professional surveying methods. The location of the wetlands and the transect locations are shown on the attached Wetland Boundary Map (Exhibit 5). RESULTS Mapping NWI mapping depicts four wetlands on the property. A Type 3 wetland is shown in the northwest comer of the property and a Type 1 wetland is depicted in the central portion of the site. A Type 3 wetland and Type 5 wetland are mapped in the northeastern portion of the property. The Soil Survey of Carver County indicates that the following soils are mapped on the Rosemount Property (Exhibit 3). Soil Number Soil Name Hydric? CO Cordova Clay Loam Yes CW Cordova -Webster Complex Yes EX Essexville Sandy Loam Yes GL Glencoe Clay Loam Yes KB Kilkenny -Lester Loams, 2-6 % slopes No KC Lester -Kilkenny Loams, 6-12 % slopes No KC2 Lester -Kilkenny Loams, 6-12 % slopes, eroded No KD Lester -Kilkenny Loams, 12-18 % slopes No KD2 Lester -Kilkenny Loams, 12-18 % slopes, eroded No KE2 Lester -Kilkenny Loams, 18-25 % slopes, eroded No KF Lester -Kilkenny Loams, 25-40 % slopes No MK Houghton and Muskego Yes ND3 Lester -Kilkenny Clay Loams, 12-18 % slopes, severely eroded No Westwood Professional Services, Inc. (952) 937-5150 %�- �- �/ 5 ��.,�., w-. �s.—.f Wetland Delineation Report— Rosemount Property September 2, 2005 Page 3 The Cordova Clay Loam, Cordova -Webster Complex, Essexville Sandy Loam, Glencoe Clay Loam, and Houghton and Muskego are listed as hydric soils (Hydric Soils ojMinnesota, revised December, 1995). All other soils are indicative of uplands. The DNR Public Waters and Wetlands Inventory for Carver County (Minnesota DNR, 1985) indicates that Lake Susan, which borders the southern portion of the property, is DNR Public Water 10-13P. No DNR Public Waters, Wetlands, or Watercourses exist within the Rosemount site. Wetland Descriptions Westwood delineated three wetlands (one Type 1 and two Type 4) located within the property boundary. The three delineated wetlands (Wetland A through C) are depicted on the attached Wetland Boundary Map and are described in the following Wetland Summary Table. Detailed data collected at the sample points for these wetlands are provided in the attached data forms. Wetlands B and C are stormwater ponds that are located within existing drainage easement. Consequently, their regulatory status would depend upon whether they existed on the site prior to development CONCLUSIONS Westwood delineated and flagged three wetlands (Wetlands A B, and C) within the project area totaling 179,950 square feet (4.13 acres) of wetlands. Only Wetlands B and C correspond to both NWI wetlands and hydric soil mapping, however, all wetlands meet the three required parameters for classification as a wetland. Westwood requests that the City of Chanhassen, as the Local Governmental Unit (LGM, provide written confirmation that the delineated wetland boundaries shown on the attached Wetland Boundary Map are acceptable for local administration of the Minnesota Wetland Conservation Act. Wetlands B and C currently function as stormwater ponds and may be exempt from regulation under the Minnesota Wetland conservation Act and the Federal Clean Water Act. This property is privately owned. This request for wetland boundary confirmation does not constitute permission to access the property without contacting Westwood Professional Services. Inc or Westwood's Client. Please call me at (952) 906-7495 if you have questions or require additional information. Sincerely, WESTWOOD PROFESSIONAL SERVICES, INC. Thomas Nickel Environmental Scientist Westwood Professional Services, Inc. (952) 937-5150 Wetland Delineation Report — Rosemount Property September 2, 2005 Page 4 Wetland Delineation Summary Table Hydric NWI Dominant Vegetation Hydrology Depth Munsell Soil Wetland Classification Soils? Wetland? (220%cover) (Inches) Colors (Saturation/Static Water) Matrix, Mottles I.D. Size (S.F.) Circular 39 Cowardin Mapped?/ Yes/No Wetland Upland Wetland Upland Wetland Upland Observed? A 2,498 Type 1 PEMA No/Yes No Reed canary grass, Sugar maple 0/0 >18/>18 A:t0YR3/1. A: 10YR2/1, spotted touch-me-not none none A:10YR5/1, Highly B 53,044 Type 4 PEMH Yes/Yes Yes Reed canary grass Kentucky bluegrass 417 >20/>20 10YR414 disturbed soils C 124,408 Type 4 PEMH Yes/Yes Yes Reed canary grass, Reed canary grass, Canada golden -rod, 5/12 >20/>20 A:10YR4/6, Highly disturbed cattail, stinging nettle stinging nettle goldenrod, none soils Remarks: The upland sols adjacent to Wetlands B and C are highly disturbed, exhibiting a variety of colors; therefore, a matrix color was not Total 179,950 Identifiable. Wetland size and classification represents wetlands located within the property boundary, which differ somewhat from the 4.13 acres classifications of wetlands shown on NWI ma in . 1 Westwood Professional Services, Inc. (952) 937-5150 W Westwood Professional Services, Inc. WETLAND CLASSIFICATION SYSTEMS Cowardin Wetland Classification System Source: Wetlands and Dee water Habitats o the United States FWS/OBS Publication 79/31; Cowardin et. al. 1979). System Symbol Subsystems System Specific Classes Symbology Sample Lacustrine L (1) Limnetic 2 Littoral RB, UB, AB, OW, IRS, US, EM, SYMBOLOGY EXAMPLE SYSTEM SUBSYSTEM /CLASS L2EM2F SUBCLASS. WATER REGIME UPLAND (NON -WETLAND) ° R20WH �1 LINEAR DEEPWATER HABITAT) (I- Pr,aiatrly represents upland areas, but may include unclassified wetlands such as man modified areas. non photo identifiable areas and'or unintentional omissions Palustrine P None RB, UB, AB, US, ML, EM, SS, FO, OW Riverine R (1) Tidal Lower (2) Perennial Upper (3) Perennial (4) Intermittent 5 Unknown Perennial RB, UB, SB, AB, IRS, US, EM, OW Classes Special Modifiers Water Regimes Rock Bottom RB b - beaver d - Partially drained ditched f - Farmed h - diked/impounded r - artificial substrate s - spoil x - excavated A - Temporarily flooded B - Saturated C - Seasonally flooded D - Seasonally flooded/well drained E - Seasonally saturated F - Semi -permanently flooded G - Intermittently exposed H - Permanently flooded J - Intermittently flooded K - Artificially flooded Unconsolidated Bottom UB Streambed SB Aquatic Bed AB Rocky Shore IRS Unconsolidated Shore US Emergent EM Open Water OW Moss Lichen ML Scrub Shrub SS Forested FO Circular 39 Wetland Classification System Source: Wetlands of the United States U.S. Fish and Wildlife Service Circular 39; Shaw and Fredine, 1971 Type and Definition Approximate Cowardin Equivalents Type 1: Seasonally flooded basin PEMA, PFOA, PUS Type 2: Wet meadow PEMB Type 3: Shallow marsh PEMC, PEMF, PSSH, PUBA, PUBC Type 4: Deep marsh L2ABF, L2EMF, L2EMG, L2US, PABF, PABG, PEMG, PEMH, PUBB, PUBF Type 5: Shallow open water L1, L2ABG, L2ABH, L2EMA, L2EMB, L2EMH, L2RS, L2UB, PABH, PUBG, PUBH Type 6: Shrub swamp PSSA, PSSC, PSSF, PSSG, PSS1, PSS5, PSS613 Type 7: Wooded swamp PF01, PF05, PF066 PFOC, PFOF T e 8: Bog PF02, PF04, PF07B, PSS2, PSS3, PSS4, PSS7B Westwood Professional Services, Inc. (952) 937-5150 EXHIBITS AND DATA FORMS v v 952-937-5150 EXHBIT 1 IL Wetland Classification Type 1= Seasonally Flooded Basin Type 3= Shallow Marsh Type 5= Shallow Open Water D313 Snurcels c Aerial Express (2002)., USFWS NM (1999). Legend OApproximate Property Boundary _ NWI Wetlands Map Document:(P:120051107\9is120051107nvri01A.mxd) 8/15/2005 — 12:17:00 PM WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 a Blvd OMfA 44 9-, N Feel 0 300 600 Rosemount Inc. Expansion Chanhassen, Minnesota National Wetlands Inventory Mapping EXMrr 2 ' N w may*, i Classification Cordova Clay Loam (HYDRIC) Cordova -Webster Complex (HYDRIC) Essexville Sandy Loam (HYDRIC) Glencoe Clay Loam (HYDRIC) Kilkenny -Lester Loams, 2 To 6 Percent Slopes Lester -Kilkenny Loams, 6 To 12 Percent Slopes Lester -Kilkenny Loams, 12 To 18 Percent Slopes = Lester -Kilkenny Loams, 12 To 18 Percent Slopes, Eroded Lester -Kilkenny Loams, 18 To 25 Percent Slopes, Eroded Lester -Kilkenny Loams, 25 To 40 Percent Slopes Houghton And Muskego Soils (HYDRIC) Data Source(s): Aerial Express (2002), USDA MRCS, SSURGO database for Carver County (2W5). Legend Approximate Property Boundary - Hydric Soils Map Document: (P120051107\gis1200511075oilOt A.mxd) 6/15/2005 — 3:2313 PM wWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 Blvd a) A N Feet 0 300 600 Rosemount Ii Expansion Chanhassen, Minnesota Soils Mapping EXHBTT 3 9 I` t .a Data Source(s): Aerial Express (2002), MnDNR Draft PW I (date unknown). Legend Approximate Property Boundary - Draft Public Water Inventory Map Document: (P:,2005110Tgis120051107pwi01 A.mzd) 8/15/2005 — 1:57:08 PM wWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 1 0 Rosemount Inc. Expansion Chanhassen, Minnesota Blvd v-F. f• v A N A o Feet 300 600 MnDNR Draft Public Waters and Wetlands EXHIBIT 4 E \r' ;1' Data Suureel s l: Aerial l Apress 1 ]00' 1. W PS 120051. Legend Approximate Property Boundary Delineated Wetland Boundaries Map Document: (Pi2005110Tgis\20051107VAIdOl A.mzd) 8/1512005 — 1:45:50 PM wWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN SS344 952-937-5150 7 1; . L 0 Rosemount Inc. Expansion Chanhassen. Minnesota N C 300 :3 Feet 600 Wetland Boundary Mapping EXHIBIT 5 Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Rosemount Property Date: July 26, 200 Investigator(s): Westwood ProLServices -Tom Nickel Cityfrwsp. Chanhassen Wetland Identification: Wetland A County & State Carver/MN Transect Sample Point: Flag A 8 # of Flags: 9 VEGETATION SAMPLE POINT Wet side x❑ Uoside ❑ NIA ❑ Common Name Dominants_ 20 percent Scientific Name Stratum % Cover Ind. Status Reed cana s Phalaris anmdinacea H 60 FACW+ Spotted touch-me-not /m atiens ca ensis H 40 FACW °6 of Dominants FAC or wetter. 100 Remarks: Overall Dominant Vegetation/Community: reed cariary grass, spotted touch-me-not/ Type 1 - Temporarily Flooded Basin SAMPLE POINT Wet side ❑ Jo side ® N/A ❑ Common Name Dominants?20percent) Scientific Name Stratum %Cover Ind. Status Sugar maple Acersacchamm T 100 FACU FI- o of Dominants FAC or wetter:0 Remarks: Overall Dominant Ve etation/Communi : Sugar maple/woodland SAMPLE POINT HYDROLOGY Wet side W Ueside ❑ N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators 2 required) Wetland H rology Present? Inundated, Depth (in) Oxidized Root Channels X Yes Saturated, Depth (in) Water -Stained Leaves No Water in borehole, Depth (in) >25 Mapped Hydric Soil, Depression Water Marks, Height (in) X FAC-Neutral Test X Assumed - Explain: two Drift Lines X Topographic Position secondary indicators Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns Remarks: below toe of slope SAMPLE POINT Wet side Fl Uoside fxl N/A Fl Prim H rol Indicators Seconds Hydrology Indicators 2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) >25 Water -Stained Leaves X_ No: Water in borehole, Depth (in) >25 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drains a Patterns Remarks: above toe of slope t Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Rosemount Property Job No.: 2005110' Wetland Identification: Wetland A Transect Sample Point: Flag A 8 SOILS Mineral Hydric Soil Colors = Matrix with a Value 2 4 and a Chroma of <- 2 in mottled soils or < 1 in unmottled soils. Soil colors measured directly below the A - horizon within the soil profile. Mottle Abundance = Few (<2 0 of exposed surface), Common (2-20 % of exposed surfacel, Many (>20 : of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by Ito 2 hues and several units In ehroma and value), Prominent (vary several units in hue, value, and chrome). AI. Histosol A9,10. 1-2 errs Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon St. Sandy Mucky Material FI. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indiratnm M R„ - Nlc nridnrost Re mnl l/S°A Ma h 1Wa 1A = all snits S = sandv snits. F = loamv 6.lawn,..list SAMPLE POINT Wetside ® Upside ❑ N/A ❑ Manned Soil Tvne Lester-Kilkennv Laom Depth inches Horizon Moist Soil Matrix Moist Color Moist Mottle Matrix Munsell Color Mottle Abundance/Contrast Texture 0-9 A 10YR 3/1 None Silt 9-22 AB 10 YR 3/1 10YR 3/3 Common/Faint Silt Loam 22 — 25 B 10 YR 2/1 Silt Cla Loam Hydric Soil? X Yes No Undetermined Remarks: F6 Redox dark surface SAMPI F Pr)INT wet side rl uo side rid N/A rl Manned Snil Tune Lester-Kilkennv Laom Depth inches Horizon Matrix Color Munsell Moist Mottle Colors Munsell Moist Mottle Abundance/Contrast Texture 0-10 A 10YR 2/1 None None Loam 10 — 20 B 10 YR 311 None None Sandy Loam Hydric Soil? Yes X No Undetermined Remarks: WETLAND DETERMINATION SAMPLE POINT Wet side ® Upside ❑ NIA ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Weiland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes` Is the area a wetland? X Yes No Remarks: Distance from Wetland Edge 4 ft. N/A -Has the area been altered sufficiently to render the oresence of Hvdroohvtic Veeetafion. Wetland Hvdroloov. or Hvdfic Soils not aD01iG SAMPLE POINT Wet side ❑ Upside ® NIA ❑ Hydrophytic Vegetation Present? Yes X No Does an Atypical Situation Exist? ❑ Yes` Wetland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes` Hydric Soils Present? Yes X No Does an Atypical Situation Exist? ❑ Yes` Is the area a wetland? Yes X_ No Remarks: Distance from Wetland Edge 8 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Wetland Hydrology, or Hydric Soils not applica WETLAND BOUNDARY REMARKS The wetland boundary was flagged at the toe of slope and/or where the dominance of reed canary grass decreases. 2 Revised 06117/02 Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Rosemount Property Date: July 26, 2005 Investigator(s): Westwood Prof. Services —Tom Nickel City/Twsp. Chanhassen Wetland Identification: Wetland B County & State Carver/MN Transect Sample Point: Flag B 1 # of Flags: 16 VEGETATION SAMPLE POINT Wet side 9 Uo side ❑ N/A ❑ Common Name(Dominants t20 cent Scientific Name Stratum %Cover Ind. Status Reed canary grass Phalaris amndinacea H 100 FACW+ % of Dominants FAC or wettcr:100 Remarks: Overall Dominant Vegetation/Community: reed canary s, cattails/Type 4 Deep Marsh SAMPLE POINT Wet side ❑ Uo side ® N/A ❑ Common Name Dominants a 20 scent Sclentific Name Stratum % Cover Ind. Status Kentuckv bluegrass Poa pralensis H 100 FAC- 90 of Dominants FAC or wetter: 0 Remarks: above toe of slope Overall Dominant V etation/Communi : Kentucky Bluegrass/ mowed upland SAMPLE POINT HYDROLOGY Wet side rxl Uo side ❑ NIA ❑ Primary Hydroloo Indicators Secondary Hydrology Indicators 2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X_ Yes X Saturated, Depth (in) 4 Water -Stained Leaves No X Water in borehole, Depth (in) 7 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined- Explain: Drainage Pattems Remarks: SAMPLE POINT Wet side ❑ Uaside rxl N/A rl Primary Hydrology Indicators Secondary Hydrology Indica_tors(2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Ycs Saturated, Depth (in) >20 Water -Stained Leaves X No. Water in borehole, Depth (in) >20 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test .Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns Remarks: 1 Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Rosemount Property Job No.: 20051107.00 Wetland Identification: Wetland B Transect Sample Point: Fla>: B 1 SOILS Mineral Hydric Soil Colors = Matrix with a Value 2 4 and a Chrome of 5 2 in mottled soils or 5 1 in unmottled sails. Soil colors measured directly below the A - horizon within the soil profile. Mottle Abundance = Few (-2% of exposed surface), Common (2-20% of exposed surface), Many (>20% of exposed surface). Mottle Contrast (matrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chrome and value), prominent (vary several units In hue, value, and chrome). Al. Histosol A9,10. 1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon Sl, Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field fndirrao. of Hwirfe Soils (Midwest Reaionl USDA_ March 1998_ fA = all soils. S = sandy soils. F = loamv tt clayey soils) RAMPI P OnINT W.t sM. IM [Ir. side r1 NIA r-I Mnnnnd Rntl Tuna Houahtan and Muskean Depth inches HorizonMunsell Moist Soil Matrix Color Moist Mottle Matrix Munsell Color Mottle Abundance/Contrast Texture 0-15 A 10YR 5/1 10YR 4/4 Loamy Sand Hydric Soil? X Yes No Undetermined Remarks: F3: depleted matrix SAMPI F POINT Wetside n Uoside 114 NIA M Manned Snil Twe Houghton and Musketto Depth inches Horizon Matrix Color Munsell Moist Mottle Colors Munsell Moist Mottle Abundance/Contrast Texture Hydric Soil? Yes X_ No Undetermined Remarks: Soil is highly disturbed due to fill; Not hydric based on dominance of non-hydrophytic vegetation WETLAND DETERMINATION SAMPLE POINT wet side ® Upside ❑ NIA ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? Wetland Hydrology Present? X Yes No Does an Atypical Situation Exist? Hydric Soils Present? X_ Yes No Does an Atypical Situation Exist? Is the area a wetland? X Yes No Remarks: Distance from Wetland Edge 2 ft. N/A `Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Wetland Hydrology, or Hydr SAMPLE POINT wet side ❑ Upside © N/A ❑ Hydrophytic Vegetation Present? Yes X No Does an Atypical Situation Exist? Wetland Hydrology Present? Yes X No Does an Atypical Situation Exist? Hydric Soils Present? Yes X No Does an Atypical Situation Exist? Is the area a wetland? Yes X No Remarks: Distance from Wetland Edge 4 ft. N/A `Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Welland Hydrology, or Hydr WETLAND BOUNDARY REMARKS ❑ Yes` ❑ Yes` ❑ Yes' ❑ Yes' Historically wetland based on hydric soil mapping. This area is now used as a stormwater pond. The boundary was flagged just above the toe of slope where stinging nettles ceased to exist. 2 Revised 06/17/02 Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Rosemount Property Date: July 26, 2005 Investigator(s): Westwood Prof. Services —Tom Nickel City(rwsp. Chanhassen Wetland Identification: Wetland C County & State Carver/MN Transect Sample Point: Flag C 1 # of Flags: 29 VEGETATION SAMPLF POINT Wet side rxl U. side fl N/A rl Common Name (Dominants? 20 perceng ScienffficName Stratum %Cover Ind. Status Reed canary grass Phalaris amndinacea 11 50 FACW+ Cattail, broad -leaf T ha lati olio H 30 OBL Stinging nettle Urtica dioica H 20 FAC+ % of Dominants FAC or wetter: 100 Remarks: Overall Dominant Vegetation/Community: reed camtry grass, cattails/Type 4 Deep Marsh SAMPI F POINT wet amide rl uneide Ba NIA fl Common Name (Dominants?: 20 percent Scientific Name Stratum % Cover Ind. Status Reed canary gms Phalaris amridinacea H 50 FACW+ Stinging nettle Urtica dioica H 20 FAC+ Canada olden -rod Solids o canademis H 20 FACU % of Dominants FAC or wetter: 66 Remarks: Overall Dominant Ve etation/Communi : Kentucky Bluegrass/ mowed upland HYDROLOGY SAMPLE POINT Wet side M Upside ❑ N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators 2required) Wetland H]drology Present? Inundated, Depth (in) Oxidized Root Channels X Yes X Saturated, Depth (in) 5 Water -Stained Leaves No X Water in borehole, Depth (in) 12 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drains a Patterns Remarks: SAMPLE POINT Wet side ❑ LID side © N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators 2 required Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) >20 Water -Stained Leaves X No: Water in borehole, Depth (in) >20 Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other- Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns Remarks: above toe of slope L Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Rosemount Property Job No.: 20051107.00 Wetland Identification: Wetland C Transect Sample Point: Flag C 1 SOILS Mineral Hydric Soil Colors = Matrix with a Value 24 and a Chroma of <- 2 in mottled soils or <- 1 in unmottled soils. Soil colors measured directly below the A - horizon within the soil profile. Mottle Abundance = Few (-2% of exposed surface), Common (2-20% of exposed surface), Many (>20%of exposed surface). Mottle Contrast /matrix to redo:) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Al. Histosol A9,10. 1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon S1. Sandy Mucky Material Fl. Loamy Mucky Material F6. Redox Dads Surface A3. Black Histic S3. Mucky PeatTeat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hvdrlc Sails rMMwest Realont USDA. March 1998. IA - all sills. S = sandv soils. F = loamy 3 clavev soils) SAMPI F POINT Wee sale IA U. sid. F1 NIA 71 Manned Snil Tvna Houahton and Muskeoo Horizon Moist Soil Matrix Munseil Color Moist Mottle Matrix Munseil Color Mottle Abundance/Contrast Texture F Disturbed None Disturbed 10 YR 4/6 Common/Distinct Hydric Soil? X Yes No Undetermined Remarks: Soil is highly disturbed due to fill. Hydric soil based on molting within the upper 12 inches. SAMPLE POINT Wet side ❑ Uo side ® N/A ❑ Manm c! Soil Tvne Houahton and Muskeoo Depth inches Horizon Matrix Color Munsell Moist Mottle Colors Munseil Moist Mottle Abundance/Contrast Texture Hydric Soil? Yes X No Undetermined Remarks: Soil is highly disturbed due to fill; Not hydric based on landscape position > three feet above open water WETLAND DETERMINATION JAMVLt t'UINI wet side 99 Upside LI NIA Hydrophytic Vegetation Present? X Yes No Wetland Hydrology Present? X Yes No Hydric Soils Present? X_ Yes No Is the area a wetland? X Yes No Distance from Wetland Edge 3 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophy u Does an Atypical Situation Exist? ❑ Yes' Does an Atypical Situation Exist? ❑ Yes` Does an Atypical Situation Exist? ❑ Yes' Remarks: SAMPLE POINT wet side ❑ Upside 0 N/A ❑ drophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes` Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes" dric Soils Present? Yes X No Does an Atypical Situation Exist? ❑ Yes` Letland he area a wetland? Yes X No Remarks: tance from Wetland Edge 8 ft. WA s the area been altered sufficient) to render the resence of H dro he V elation, Wetland H rolo , or H ddc Soils not a livable? WETLAND BOUNDARY REMARKS Historically wetland based on hydric soil mapping. This area is now used as a stornwater pond. The boundary was flagged just above the toe of slope where stinging nettles ceased to exist. 2 Revised 06117102 i EMERSON. Process Management March 31, 2004 Kathryn R. Aanenson, AICP Community Development Director City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 Dear Kate: Rosemount Nuclear InsLvments, Inc. 8200 Market Boulevard Chanhassen, MN 55317 USA w .RosemountNudeacmm Tel 1 (952) 949-5210 Fax 1(952)949-5201 MO RE MAR 3 , 2004 CITY OF CHANHASSEN Enclosed with this letter is the latest site survey for the Emerson Process Management facility at Market Blvd and MN Highway 5. Since the Westwood survey was completed in May 2002, 1 have included a supplementary site plan which shows the addition of an impervious asphalt path for emergency egress and walking completed on the site in 2003. Since I understood your request to be seeking information regarding impervious surface coverage on the site, the following summary is provided: Impervious Surface Area (from Survey) Added Emergency Egress/Walking Path Area Total Impervious Surface Area Total Site Area Impervious Surface Site Coverage Lake Susan Shoreland District Impervious Surface Ordinance 849,269 sf 10,750s 860,019 sf 2,649,726 sf 32.5% <70.0% Please call me at (952) 949-5232 if you have any questions. Also, please ask Todd Gerhardt if any additional review has been conducted/planned at the City regarding any future land sale opportunities, and attendant land dedication to the City. Sincerely, Jeffrey W. Schmitt VP/GM, Rosemount Nuclear Instruments, Inc./Facilities WSEMOUNTO Nuclear u Emerson Process Management Chanhassen, Minnesota Storm Water Management Calculations CONTENTS ❑ Storm Water Pond Design Memo ❑ Hydrograph Return Period Recap ❑ Hydrograph Summary Reports (2, 10, & 100 Year — 24 Hour Storms) ❑ Hydrograph Reports for 100-Year Event ❑ Reservoir Report ❑ Pond Stage/Volume Data ❑ Pond Outlet Structure Detail ❑ Existing Drainage Area Map ❑ Proposed Drainage Area Map 1 Architecture i Engineering i Planning Hammel, Green and Abrahamson, Inc. 701 Washington Avenue North Minneapolis, Minnesota 55401 (612)758-4000 CITY OF CHANHASSEN RECEIVED FEB 0 3 2006 CNAMiASSEN PLANNING DEPT February 2,2006 HGA Commission Number: 1192-041-00 © 2006 HGA, SCANNED 0 Architecture I Engineering I Planning TO: Project File FROM: Erik A. Hansen DATE: February 2, 2006 M e m o r a n d u m WRITERS DIRECT' DIAL (612) 758-4275 SUBJECT: Emerson Process Management, Rosemount Inc. - Chanhassen Site Storm Water Pond Design HGA Commission Number 1192-041-00 Emerson Process Management, Rosemount Inc. proposes to construct an office building addition and associated parking adjacent to their current facility in Chanhassen, Minnesota. Storm water drainage from the site of the existing parking lot in the vicinity of the expansion is routed to a pond in the northeast comer of the site. The proposed storm water drainage from this area will be routed in two different directions. Storm water from the roof of the proposed addition and pervious area east of the existing parking will be routed to the existing pond (see attached drainage maps). The parking lot west of the existing building will be routed to the new storm water pond in the northwest portion of the site. This pond is sized to treat storm water from the proposed and future parking additions. The storm water pond will discharge to the City of Chanhassen public storm sewer system via an existing 24" storm sewer stub located in Lake Drive. The proposed storm water basin will provide storage to reduce peak discharge rates, and provide the required wet volume for water quality treatment. A Riley Purgatory Bluff Creek Watershed District permit and MPCA General Storm -water Permit for Construction Activity are required for the proposed project. The storm water pond is designed to provide a minimum removal efficiency of: • 90% Total Suspended Solids (TSS) • 60% Total Phosphorus (M These requirements were then used in conjunction with Chapter 10, Volume 2 of the 2005 Minnesota Stormwater Manual. Version 1.0 to determine the pond design criteria. The following criteria were used: Permanent Pool Volume (Vn) of 3,600 fe/ac of area draining to the pond. Water Quality Volume (V4 of 1.0 inch of runoff /ac of new site impervious. Maximum discharge of 5.66 cfs/surface acre of pond at the Vv, elevation. This translates to a maximum discharge of 1.88cfs (5.66cfs/ac x 0.33 ac) for the 2-year rainfall event. Hammel, Green and Abrahamson, Inc. 701 Washington Avenue North • Minneapolis, Minnesota USA 55401-1180 Telephone 612.758.4000 Facsimile 612.758.4199 Visit our Website: www.hga.com The proposed design includes: • A drainage area of 5.27 Ac. (4.0 ac Impervious) and a Curve Number of 90. • Permanent Pool Volume (Vpd of 20,193 ft' (3,832 ft'/ac x 5.27 Ac) • Water Quality Volume (V4 of 0.33 Ac-Ft (1" runoff x 4.0 ac). This results in a V�q elevation of 929.7, or the equivalent of the 2-year rainfall event. • Maximum discharge of 1.76 cfs for the 2-year rainfall event. s:\1100\1192\041-00\mock\dvil\emerson\calculations\drainage_ memo.doc Hydrograph Return Period Recap Page 1 Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph No. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 SCS Runoff ------- ------- 4.96 ------- ------- 8.27 ------- ------- 12.53 Existing Parking To Existing Pond 2 SCS Runoff ------ ----- 1.78 ------- ------- 3.49 ------- ------- 5.84 Proposed to Existing Pond 3 SCS Runoff ----- ----- 11.88 ------- ------ 19.80 ------ ---- 30.03 Proposed to Pond 4 Reservoir 3 ------- 1.76 ------ ------ 2.41 ------- ------ 12.68 Proposed Routed Proj. file: emerson.gpw Run date: 02-02-2006 Hydraffow Hydrographs by Intelisolve Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time Interval (min) Time to peak (min) Volume (acft) Inflow hyd(s) Maximum elevation (ft) Maximum storage (acft) Hydrograph description 1 SCS Runoff 4.96 5 720 0.310 ---- ------ ------ Existing Parking To Existing Pond 2 SCS Runoff 1.78 5 720 0.112 ---- ----- ------ Proposed to Existing Pond 3 SCS Runoff 11.88 5 720 0.742 ---- ------ ------ Proposed to Pond 4 Reservoir 1.76 5 745 0.742 3 929.71 0.348 Proposed Routed Proj. file: emerson.gpw Return Period: 2 yr Run date: 02-02-2006 Hydrallow Hydrographs by Intelisolve Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (nett) Inflow hyd(s) Maximum elevation (ft) Maximum storage (acft) Hydrograph description 1 SCS Runoff 8.27 5 720 0.526 ---- ------ ------ Existing Parking To Existing Pond 2 SCS Runoff 3.49 5 720 0.216 ---- ------ ------ Proposed to Existing Pond 3 SCS Runoff 19.80 5 720 1.261 ---- ------ ------ Proposed to Pond 4 Reservoir 2.41 5 750 1.261 3 930.76 0.611 Proposed Routed Proj. file: emerson.gpw Return Period: 10 yr Run date: 02-02-2006 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time peakhyd(s) (min e T Inflow Maximum elevation (ft) Maximum storage (acft) Hydrograph description 1 SCS Runoff 12.53 5 720 0.816 --- ------ ------ Existing Parking To Existing Pond 2 SCS Runoff 5.84 5 720 0.364 ---- ------ ------ Proposed to Existing Pond 3 SCS Runoff 30.03 5 720 1.955 ---- ------ ------ Proposed to Pond 4 Reservoir 12.68 5 730 1.955 3 931.50 0.820 Proposed Routed Proj. file: emerson.gpw Return Period: 100 yr Run date: 02-02-2006 Hydraflow Hydrographs by Intelisolve Hydrograph Report Page 1 Hyd. No. 1 Existing Parking To Existing Pond Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 2.20 ac = 0.0 % = USER = 5.90 in = 24 hrs Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.92 10.11 12.00 12.53 << 12.08 10.18 ... End Hydraflow Hydrographs by Intelisolve Peak discharge = 12.53 cfs Time interval = 5 min Curve number = 90 Hydraulic length = 0 ft Time of conc. (Tc) = 10 min Distribution = Type II Shape factor = 484 Hydrograph Volume = 0.816 ae t Hydrograph Report Hyd. No. 2 Proposed to Existing Pond Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 1.23 ac = 0.0 % = USER = 5.90 in = 24 hrs Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.00 5.84 << 12.08 4.85 ... End Page 1 Hydraflow Hydrographs by Intelisolve Peak discharge = 5.84 cfs Time interval = 5 min Curve number = 81 Hydraulic length = 0 It Time of conc. (Tc) = 10 min Distribution = Type II Shape factor = 484 Hydrograph Volume = 0.364 acft Hydrograph Report Page 1 Hyd. No. 3 Proposed to Pond Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 5.27 ac = 0.0 % = USER = 5.90 in = 24 hrs Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.92 24.21 12.00 30.03 << 12.08 24.39 ...End Hydraflow Hydrographs by Intelisolve Peak discharge = 30.03 cfs Time interval = 5 min Curve number = 90 Hydraulic length = 0 ft Time of conc. (Tc) = 10 min Distribution = Type II Shape factor = 484 Hydrograph Volume = 1.955 acft Hydrograph Report Hyd. No. 4 Proposed Routed Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 3 Max. Elevation = 931.50 ft Storage Indication method used. Hydrograph Discharge Table Time Inflow Elevation (hrs) cfs ft 12.17 14.49 931.50 12.25 7.13 931.47 ... End Page 1 Hydraflow Hydrographs by Intelisolve Peak discharge Time interval Reservoir name Max. Storage = 12.68 cfs = 5 min = New Pond = 0.820 acft Outflow hydrograph volume = 1.955 act: Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exfil Oufflow cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.68 1.22 ----- ----- 11.46 ----- ----- ----- ----- 12.68 << 11.80 1.42 ----- ----- 10.38 ----- ----- ----- ----- 11.80 Reservoir Report Page 1 Hydraflow Hydrographs by Intelisolve Reservoir No. 1 - New Pond Pond Data Pond storage is based on known contour areas. Average end area method used. Stage / Storage Table Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (acft) Total storage (actt) 0.00 928.00 7,625 0.000 0.000 1.00 929.00 8,990 0.191 0.191 2.00 930.00 10,450 0.223 0.414 3.00 931.00 12,045 0.258 0.672 4.00 932.00 13,720 0.296 0.968 5.00 933.00 14,600 0.325 1.293 Culvert / Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 18.0 8.0 0.0 0.0 Crest Len It = 12.48 0.00 0.00 0.00 Span in = 18.0 8.0 0.0 0.0 Crest El. ft = 931.00 0.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir CoeH. = 2.60 0.00 0.00 0.00 Invert El. It = 928.00 928.00 0.00 0.00 Weir Type = Riser --- -- --- Length it = 25.0 0.0 0.0 0.0 Multi -Stage = Yes No No No Slope % = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif. CoeH. = 0.60 0.60 0.00 0.00 Multi -Stage = We Yes No No Exfiltration Rate = 0.00 in/hr/sgft Tailwater Elev. = 0.00 it Note: NI w ov have E n a www under inlet and outlet CMm Stage / Storage / Discharge Table Stage Storage Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Total 1t acft 1t CIS cfs cfs cfs cfs Cie cfs cfs cfs cfs 0.00 0.000 928.00 0.00 0.00 --- --- 0.00 --- --- --- --- 0-00 1.00 0.191 929.00 1.29 1.20 --- --- 0.00 --- --- --- --- 1.20 2.00 0.414 930.00 2.04 1.97 --- --- 0.00 --- --- --- --- 1.97 3.00 0.672 931.00 2.54 2.54 --- --- 0.00 --- --- --- --- 2.54 4.00 0.968 932.00 15.13 0.49 --- --- 14.64 --- --- --- --- 15.13 5.00 1.293 933.00 17.50 0.22 --- --- 17.27 --- --- --- --- 17.50 Pond StageNolume Data Emerson Process Management - Rosemount Inc. Chanhassen, Minnesota 1 /31 /2006 Storm Water Pond - Volume (Outlet @ 928.0) Elev Area(acre) Area(sq.ft.) Volume(c.f.) DEAD STORAGE Cumulative Volume(c.f.) Cumulative Vol. (Ac-Ft.) 922.0 0.0 1,280 0 0 0.00 923.0 0.0 1,840 1,560 1,560 0.04 924.0 0.1 2,400 2,120 3,680 0.08 925.0 0.1 3,100 2,750 6,430 0.15 926.0 0.1 3,800 3,450 9,880 0.23 _ 927.0 0.1 4,600 4,200 14,080 0.32 928.0 0.2 7,625 6,113 1 20,193 0.46 Required NURP Pond Volume (1" Runoff) Drainage Areal I Runoff (in) Volume ac-ft) 5.27 1 1 1.00 0.44 Storm Water Pond - Volume (Outlet @ 928.0) Elev Area(acre) Area(s .ft.) Volume(c.f.) LIVE STORAGE Cumulative Volume(c.f.) Cumulative Vol. (Ac-Ft.) 928.0 0.2 7,625 0 0 0.00 929.0 02 8,700 8,163 8,163 0.19 930.0 0.2 9,860 9,280 17,443 0.40 931.0 0.3 11,000 10,430 27,873 0.64 932.0 0.3 12,300 11,650 1 39,523 1 0.91 POND 1 Outlet = 18" Pipe @ 928.0 SCS 24 Hour Type II Design Storm Discharge Routing Frequency Rainfall (in) Q;, (cfs) Q..t (cfs) Peak Elev. Storage (cf) 2 2.8 11.88 1.76 929.71 15,159 10 4.15 19.80 2.41 930.76 26,615 100 5.9 30.03 12.68 931.50 1 35,719 INV= FNWL=928.0 Pvc #4 BARS Q 12" OC TOP AND BOTTOM POND SKIMMER GRATE 48-57 HAALA INDUSRTIES, SLEEPY EYE, MN (1-507-794-5821), OR APPROVED EQUAL HOT -DIPPED GALVANIZED HINGED GRATE ELEV=931.77 ELEV=931 I •I INV=928.0 .I I INV-919.14 48" N ECAST CONCRETE BASE so i { F 1 h — 0 L •, 1 wow r: *4 or Jr �i y 1 1 1 ' 5 1� ?i24i 05 14:18 EMERSOM EPM ROSEMOUNT NUCLEAR 4 92271110 FaX gSa - �- 7--01 d C r y e.{ Cha h hassefl To: Todd Gerhardt, Chanhassen City Manager Kathryn Aanenson, Chanhassen Community Development Director Evan Rice, Faegre & Benson From: Jeff Schmitt, VP and GM Rosemount Ext: 952-949-5232 Nuclear Instruments, Inc. Date: January 24, 2005 Subject: Agenda for Discussion of Emerson (Rosemount) Property in the City of Chanhassen In connection with our scheduled meeting in your offices at 3:00 p.m. tomorrow, January 25, 2005, we have prepared the following agenda. This agenda is intended to be a guide to our discussion but is certainly non-exclusive, and I hope we will all feel free to address any pertinent issues. Background In addition to the main parcel owned by Emerson (Rosemount) in the City of Chanhassen (the "City' — the parcel which is the site of Rosemount's existing facility (the 'Main Parcel")— Rosemount also owns a small three (3) acre parcel which sits in the southwest quadrant of the Highway 5 and Market Boulevard intersection (the "Sale Parcel"). For several years now, and at various levels, Rosemount and the City have discussed issues related to the possible donation and transfer of the Sale Parcel, and the time now seems right for us to all get together to clarify approaches, expectations, and requirements related to any potential future activity on the Sale Parcel. Contemplated Transactions At this stage, Emerson (Rosemount) envisions several inter -related and mutually -beneficial transactions (the'Transactionsl including: n donation of the Sale Parcel from Rosemount to the Emerson Charitable Trust, an independent non-profit organization affiliated with Rosemount's parent company; (i) dedication of a comparable part of the Main Parcel by Rosemount for addition to the City's existing park; and (iii) marketing and transfer of the Sale Parcel to a currently -unidentified third -party and use of any proceeds therefrom by the Trust for charitable purposes. Meeting Issues and Objectives: Discuss and clarify all aspects of the desired Transactions, including: • Release by City of restrictions that currently prevent property transfers; • Dedication by Rosemount to City of three (3) acres at the western fringe of the Main Parcel, to be incorporated with and joined to the City's existing park property; • Utilization of administrative subdivision process for accomplishing this dedication without full-blown 'subdivision" and expensive, time-consuming replatting • Existing Zoning of Sale Parcel; • We0and delineation and buildable area of Sale Parcel; and • Applicable setbacks from and access to Highway 5 and Market Boulevard. JWS www.RosemouatNuclear. con RNII. R&o(&EmersonProcess. c om F A CHANHASSEN \ �I Np OT L� BUS/NESS t- a v® '..wed ,or - "d Rosemount, Inc. ei ®uaxe, m.lew•e � Cnwn a, u.,,..oa sSJn R/cyT OF GLq Y -_ T�TE��GHWAv f. NO COPIER STAR[ ORE CALL t� w.w•.1-.samm LEGEND CITY OF CHANHASSEN • m-^da 4 • ^^�' RECEIVED FEB 0 3 2006 T ; a CHANHASSEN PLANNING DEPT o �..md•d�d a .%,dm +old. T I I � O� • van....ar -.,- ® - rr I fe a Q`O I • '.'""""." ___ � ,,.dam C(.� zv LEGAL DESCRIP77ON PARCFl l Ld L BbR LCILWHAASFN LAI(FS BULNFSSPARI( SEroNDAUpn1UN fact Nw i9IM 1 -A PARCELI Ld EBlxk)CBM'II.TBBai .vn BUSIN65PMRSF20NUACIXIION man � NOIES ew.:...v..m \ n�`.....d...rsx+.vu'sw��swc�nrrrrxm� OZ•a %..wfr�lednee.A...ns m ie.�i•�.`..�.b.r..eao..r.an.+rs�,rrw�..c..�...d,.. \/ al ucmeblw.. R.tlarr Wflr..�ITW Re Y�m.Jb�Y /r f� In la l.w q�.ud Njbu.wrrr��.rby 1 Ls,.lf.l%f. �Laar M.,fei. r,,��..r,..rd�rrr.,f,...•%,err .._a.Y m \ ��K „s.l. w,w-•. �rrf�rfr..r.�rr.�`o_�r: .m wY.,f.�uv,vCi.ra,e�.,T.L�w.9dnm.O.Y Ip WCw,p��bmJjewF�s�Yx WsvYNN..9r M.Cs,�f M1.Ya�L lwl.fWtl " �m./N I,.Iwl..arwdw.Yvr..�,y vW r�ablrwN I�%%. aei Y.rs�bN.TM-.,ou V T4 .e.r.. r%.1 bu.Tw Nms rl diivM .�ovf-•_ rb r`.rr..pubrru%.vy.rlrr... r�ruvrr.w Y%ev�.dµ.trira'r.. �y �sr awcswuer..�r. vy..r .1v ROSEMOUNT INC. oo.. 5/29/02 a..0 1 o<rtt ALTA/ACSM Land Title Survey WAMMED L b 0 E 0 ib U 1Z-8q'g r G % G N (n I 4 G � G60NATI%N PARCEL G 4 ,h lb 95 _ 16 _.—.—.— � I � I � I t � YY I • � I I� J � - gki DEMOLITION NOTES UTILITY CONTACTS LEGEND �. MA M DAQ R,]lC OE tlLL 9Md . 6OOlCF ®]POI R R611YM .VO ,FML,YII ~ 1®i EAU] lava - a.mcr ary r, w►r - ]]].,. k: 3'E lwnrt tlwF.. vl]no ma w R wnm m mmFami Rww. > ierma Fm olo-ma mma n]lv v ]. vmr rwmn ,w RYR. a RwwL um a rn�.mi ua—k----F 01L Yob ]Ia]N /m1uVa nwwma R]r owm om wwc a]at (>ml a«m �—.—.—� wm e/OwY uu]r a 1104 ,M.0 01110.FI6O0»IZ RMM Ml16 OI 0.Wf IMIWSA OlY1P BVKA? , �a wlw 6 u.w ]IMC mill¢ RO.II LnP mM M mOIY .w n Rasa a Imaw1 ewO1 Y]mtrn f �C4 J' R]n raw. aam wv tma u »] no m a meow] mole a ulury >oam wx o.a —.._— v art v mmwnr uam Ana ,ll.rc w ws mloex un vwx m]Flla. w nn w1]om n awa EMERSON Process Management NO'C ci�ON IT �CcOq I _SM DEMOMON PLAN mw. xa ttfq-0It-0O m� bfi 9101111 6 I� RYYf 59%COISfR11Mn rnn RrrS C200 o mn.narr »uFn mxn nn uw»F�sa� Fc. 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Qew-smmxv wwT AT w T ©gQ[/,YI CbIWEIE 1P, ID �/x' rmrs •a 6 i Wa n e 0r1YYl M@ M MDrt &ROIX CONSTRUCTION ENTRANO= (WAIACK FILTER DRC7 eneK sin w sear EMERSON Process Management KEY RAN SITE DETAILS 119Z-0e1-0D v.' A$ 81101111 i 1FMRY ( � lz�� 50% CONSTRLicnON DOQIMENTS C900 V t Thomas R.Johnson EMERSON_ Facilities Manager Process Management Rosemount, Inc 8200 Market Boulevard Chanhassen, MN 55317-%85 USA T (952)949-7141 F (952)949-7570 M (952)292-1473 ROSEMOUNT Tom facility.Johnson@ EmersonPrucess.com 1r1 Architecture I Eu9inee r in9 I PIA99l u9 William M. Peters AIA - Senior Associate Architecture IfA. TO: FROM: DATE: SUBJECT: Architecture I En9in ee ring I Planning M e m o r a n d u m Emerson project file Bill Peters December 20, 2005 Code review HGA Commission Number 1192-041-00 WRITER'S DIRECT DIAL (612) 758-4363 New 2-story building, 21,600 square foot area per floor, with connection to existing facility. New and existing buildings are fully sprinklered. Applicable Codes: 2000 International Building Code, MN Building Code, MN Accessibility code chapter 1341, MN elevator code, International Plumbing Code. Primary occupancy classification is B, with A-3 (conference) and A-2 (break area at link). Table 503: Type II B type of construction assumed. Table 601: No rating requirements for building elements. For allowable area calculations, we will us "non separated uses", section 302.3.2. The most restrictive occupancy type must be used, which is in this case is A-3. No separations will be required between different occupancy classifications. From Table 503 and Type I113 construction, A-3 occupancy yields an allowable area of 9,500 square feet, and allowable height of 2 stories. Section 506, Allowable area modifications: Section 506.3, Automatic sprinkler system increase (Is=200%) Section 506.2, frontage increase = If=100[(420/600)-.25]1=45 Allowable area per floor Aa= 9,500+[9,500x45/100]+[9,500x200/100]=32,775 square feet A 3-hour fire barrier occupancy separation is required between the new construction at the link, A- 2 occupancy, and the existing F-1 occupancy (table 302.3.2). Separation reduced to 2-hour per 302.3.3, exception 1 (automatic sprinkler system). Table 1003.2.3, Egress width per occupant served. Stair width=.2 inches/occupant, door/other egress width=.15 inches/occupant. (Refer to Life safety plans for information) Section 1005.3.2, Vertical exit enclosures: 1-hour fire resistance rated if less than 4 stories. Section 1005.3.2, exception 8: Open stair.... "S0% of egress stairways serving one adjacent floor are not required to be enclosed...." Hammel, Green and Abrahamson, Inc. 701 Washington Avenue North • Minneapolis, Minnesota 05A 55401-1180 HGA Architects and Engineers, LLC HGA Architects and Engineers, LLP Telephone 612.758.4000 Facsimile 612.758.4199 Visit our Website: www.hga.com .✓ + Page 2 Table 2902.1, minimum number of plumbing fixtures required: Business occupancy primary, so 1 water closet per 50 occupants for Men and Women. We have 113 occupants each men and women. This yields 3 water closets each required, 2 lavatories required,1 drinking fountain. We have provided 4 water closets (men's 2 we+2 urinals), 2 lavatories,1 drinking fountain. Enclosure cc: sA1100\1192\041-00\communications\cods\code_12-20-05.doc M TO: FROM: DATE: SUBJECT: Architecture I Engineering I Planning Memorandum Emerson project file Bill Peters December 20, 2005 Code review HGA Commission Number 1192-041-00 WRITERS DIRECT DIAL (612) 758-4363 New 2-story building, 21,600 square foot area per floor, with connection to existing facility. New and existing buildings are fully sprinklered. Applicable Codes: 2000 International Building Code, MN Building Code, MN Accessibility code chapter 1341, MN elevator code, International Plumbing Code. Primary occupancy classification is B, with A-3 (conference) and A-2 (break area at link). Table 503: Type II B type of construction assumed. Table 601: No rating requirements for building elements. For allowable area calculations, we will us "non separated uses", section 302.3.2. The most restrictive occupancy type must be used, which is in this case is A-3. No separations will be required between different occupancy classifications. From Table 503 and Type IIB construction, A-3 occupancy yields an allowable area of 9,500 square feet, and allowable height of 2 stories. Section 506, Allowable area modifications: Section 506.3, Automatic sprinkler system increase (Is=2001/o) Section 506.2, frontage increase = If=100[(420/600)-.25]1=45 Allowable area per floor Aa= 9,500+[9,500x45/100]+[9,500x200/100]=32,775 square feet A 3-hour fire barrier occupancy separation is required between the new construction at the link, A- 2 occupancy, and the existing F-1 occupancy (table 302.3.2). Separation reduced to 2-hour per 302.3.3, exception 1 (automatic sprinkler system). Table 1003.2.3, Egress width per occupant served. Stair width=.2 inches/occupant, door/other egress width=.15 inches/occupant (Refer to Life safety plans for information) Section 1005.3.2, Vertical exit enclosures: 1-hour fire resistance rated if less than 4 stories. Section 1005.3.2, exception 8: Open stair ...... 50% of egress stairways serving one adjacent floor are not required to be enclosed...." Hammel, Green and Abrahamson, Inc. HGA Architects and Engineers, LLC HGA Architects and Engineers, LLP 701 Washington Avenue North • Minneapolis, Minnesota USA 55401-1180 Telephone 612.758-4000 Facsimile 612.758.4199 Visit our Wehsite: www. hga.com r' 1.00 Page 2 Table 2902.1, minimum number of plumbing fixtures required: Business occupancy primary, so 1 water closet per 50 occupants for Men and Women. We have 113 occupants each men and women. This yields 3 water closets each required, 2 lavatories required, 1 drinking fountain. We have provided 4 water closets (men's 2 we+2 urinals), 2 lavatories, 1 drinking fountain. Enclosure cc: s:\1100\1192\641-00\com unimtiom\code\code_12-20-05.dm Q lp Go d ee q = Ion. fire Barrier - 3 hr. Occurrmcy Separa�i�h - - -f-a Qkf- ei-. 3d2.3.13 puLe�ion, 1 �acVfow,a! tc So.n'I� sys-re' , . EMERSON 1i4 1r3� ' 01 ✓. FLOOR PLAN LEVEL ONE `` EMERSON Situ( evidow(e . NOBS _ `� 2� ? 0 o I- l c;a 619 (A' ra Io05.3.2 A- 3 I Ir6 qoo OCC� R 3 3 3oo q� occ. Toj�! `Z'120p.sF' �j�O�f ocz FLOOR PLAN LEVEL TWO ns2-on-7 '�- DECEMBER 12. 2005 AWEYENBFRG SCHEMATIC DESIGN A202 Lot 1, Block 3 of Rosemount Inc. Property Haak, Lori Delineation From: Gen Bolling [gen.bolling@westwoodps.com] Sent: Tuesday, November 30, 2004 2:39 PM To: Haak, Lori Subject: Lot 1, Block 3 of Rosemount Inc. Property Wetland Delineation Lori I have mailed to you today the following attachments. You should receive them by Thursday. Please review and respond as soon as possible. Thank you, Gen Genevieve Bolling Environmental Scientist Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: (952) 906-7488 Fax: (952) 937-5822 Email: gen.bolling@westwoodps.com <<TansmittalToLori.pdf>> «Buildable Area for Rosemount Inc.pdf>> <<DelineationMemo2.pdf>> 11/30/2004 Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie. MN 55344 TRANSMITTAL 9S2-937-5150 Toll Free: 1-888-937-5150 FAX 952.937-5822 Date: November 30, 2004 To: Lori Haak City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 From: Genevieve Bolling Regarding: Lot 1, Block 3 of Rosemount Inc. Property Proi. No.: 20041162 Items: No Description 1 Wetland Delineation Memo 1 Buildable Area Exhibit Purpose: For your information Remarks: Westwood requests that the Local Governmental Unit (LGU), the City of Chanhassen, provide written confirmation that the delineated boundary shown on the attached Wetland Boundary Map is acceptable for local administration of the Minnesota Wetland Conservation Act. Please call me at 952-906-7488 if you have questions. Westwood also requests confirmation that the illustrated buildable area is correct. See Buildable Area Exhibit. Delivery: Copy to: Mr. Curt Stanton, Paine/Wetzel ONCOR International, 8700 West Bryn MAwr, Chicago, IL 60631 Mr. Rob Bouta. Westwood Professional Services, Inc. Designing the future today... MIN N EAPOLIS S T. C L O U D Westwood Professional Services, Inc. • 7599 Anagram Drive Eden Prairie, MN 55344 MEMORANDUM 952-937-5150 Toll Free: 1-888-937-5150 FAX 952-937-5822 To: Ms. Lori Haak, City of Chanhassen Ref: 20041162.00 From: Genevieve Bolling Date: November 18, 2004 Re: Wetland Delineation for Lot 1, Block 3 of Rosemount Inc. Property, Chanhassen, Minnesota REPORT PURPOSE This memorandum and the attached exhibits and data form constitute the wetland delineation report for Lot 1, Block 3 of the Rosemount Inc. Property, and this report provides the required documentation for wetland boundary determinations in conformance with the Minnesota Wetland Conservation Act of 1991 Westwood reouests that the City of Chanhassen. as the Local Governmental Unit (LGU). Drovide written confirmation that the delineated wetland boundary shown on the attached Wetland Boundary Map is acceptable for local administration of the Minnesota Wetland Conservation Act. SUMMARY Westwood delineated and flagged one Type 3, Shallow Marsh wetland on the Rosemount Inc. Property (Wetland A) on September 28, 2004, which encompasses approximately 29,039 square feet (0.67 acres) within the property boundary. Hydrophytic vegetation, wetland hydrology indicators, and a hydric soil profile were all present at the wetland sample point, thus satisfying wetland delineation criteria. Wetland A corresponds to a Type 3, Shallow Marsh wetland shown on National Wetlands Inventory (NWI) mapping and hydric Houghton and Muskego soils shown in the county soil survey. Wetland A also corresponds to City Wetland #AI3-5(1) in the City of Chanhassen Surface Water Management Plan, February 1994 and is classified as an Ag(Urban wetland. SITE LOCATION AND DESCRIPTION Lot 1, Block 3 of the Rosemount Inc. Property is 3.01 acres in size and is located in the NWI /4 of Section 13, T116N, R23W, City of Chanhassen, Carver County, Minnesota (Exhibit 1). The site is bound by State Highway 5 to the north, Market Boulevard to the east, Lake Drive to the south, and a church to the west. The site consists of Type 3 wetland, upland meadow, manicured lawn, and a few trees. WETLAND DELINEATION METHODOLOGY The wetland was delineated using the level two routine detennination method set forth in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987), in which a sampling transect was established in a representative transition zone of the identified wetland. The transect consisted of one sampling point in upland and one point in wetland. Soils, vegetation, and hydrology information were recorded for each point on a data form, which is included at the back of this memorandum. Species dominance for vegetation measurements was based on the percent coverage visually estimated within a 10-foot radius of the sample point location for the tree and shrub layers and a five-foot radius for the herbaceous layer. Designing the future today... M I N N E A P 0 L I S S T. C L O U D Page 2 of 3 November 18, 2004 The wetland was classified according to Wetlands of the United States (U.S. Fish and Wildlife Service Circular 39; Shaw and Fredine; 1971) and Wetlands and Deepwater Habitats of the United States (FWS/OBS Publication 79/31; Cowardin et. al. 1979). Common names for vegetation identified in this memorandum and on the attached data form generally correspond with the nomenclature used in the National List of Plant Species that Occur in Wetlands: North Central (Region 3) (USFWS, Reed, 1988) and/or Vascular Plants of Minnesota (University of Minnesota, Ownbey and Morley, 1991). Prior to delineating the wetland boundary in the field, Westwood reviewed National Wetlands Inventory (NWI) mapping, the soil survey for the county in which the project occurs, and the DNR Public Waters and Wetlands Inventory. The wetland boundary was marked using pink "wetland delineation" pin flags, and located using a Trimble GeoXT sub -meter accuracy global positioning unit (GPS) unit. RESULTS NWI mapping (USFWS, 1989) identifies one Type 3 Shallow Marsh wetland within the subject property (Exhibit 2). The Soil Survey of Carver County, Minnesota (USDA, 1968) shows the site includes Houghton and Muskego soils, Terril loam, and Lester -Kilkenny loams (Exhibit 3). Houghton and Muskego soils are listed on the Hydric Soils of Minnesota list, revised December 1995. The DNR Public Waters and Wetlands Inventory (Minnesota DNR, 1986) for Carver County does not classify waters, wetlands or watercourses within or adjacent to the property. Westwood gathered data as described under the methodology section to determine the location of the wetland boundary. At the wetland sample point, plants were dominated by reed canary grass, cattail, jewelweed, stinging nettle, and sedge, and therefore satisfied the hydrophytic vegetation parameter. The wetland soil boring exhibited mottling within the upper 12 inches over a depleted matrix, satisfying two hydric soil indicators. Although no groundwater was detected in the soil boring, the hydrology parameter is still satisfied based on flattened vegetation, a primary indicator, and three secondary indicators: position on landscape, local soil survey, and NWL This sample point satisfies all wetland delineation criteria. At the upland sample point, plants were dominated by reed canary grass, Virginia creeper, and American elm, satisfying the hydrophytic vegetation parameter. The upland soil boring exhibited a very dark grayish brown sandy loam with no redox features, indicating non-hydric soils. No primary or secondary wetland hydrology indicators were present. This sample point does not satisfy wetland delineation criteria. Because reed canary grass was dominant in the upland and lowland, the toe of slope was followed to delineate the wetland, keeping thistle and Canada goldenrod outside the boundary. REGULATORY ANALYSIS The wetland on the site is regulated under the Minnesota Wetland Conservation Act and Section 404 of the Federal Clean Water Act. In the project area, the City of Chanhassen and the St. Paul District of the U.S. Army Corps of Engineers administer these regulations, respectively. The Minnesota Wetland Conservation Act allows up to 400 square feet of wetland impact without wetland replacement, requires 2 to 1 wetland replacement if wetland impacts exceed 400 square feet, and requires full sequencing (alternatives analysis, wetland avoidance, impact minimization, and replacement) if wetland impacts exceed 10,000 square feet. The City of Chanhassen Wetland Protection Ordinance, revised May 24, 2004, sets specific buffer and setback requirements for wetlands. For lots recorded prior to December 15, 1992, the City requires a 75- foot structural setback from wetlands. Lot 1, Block 3 was recorded and filed with the City of Chanhassen in December of 1988. According to City staff, parking, paving, and buildings are not allowed within the Designing the future today... M I N N E A P 0 L I S S T. C L O U D Page 3 of 3 November 18, 2004 structural setback from wetlands. For lots recorded on December 15, 1992 or later, the City's Wetland Protection Ordinance requires a 16.5-foot natural buffer around Ag/Urban wetlands, and a 40-foot setback from the edge of the buffer. Because this lot was recorded before December 15, 1992, the City would offer the developer the option to either: (1) provide a 75-foot structural setback from the wetland edge and no buffer, or (2) provide a 16.5-foot wetland buffer and a 40-foot structural setback from the wetland buffer (i.e., a 56.5-foot structural setback from the wetland edge. In this case, the 56.5-foot setback is the least restrictive, and this option was applied in the accompanying Buildable Area Analysis, which calculated a Net Buildable Area of 1.13 acres (49,306 square feet) for this 3.01-acre parcel. In the SWANCC (Solid Waste Agency of Northern Cook County vs. the U.S. Army Corps of Engineers) decision on January 9, 2001, the United States Supreme Court restricted the Corps of Engineers' authority to regulate isolated wetlands under the Federal Clean Water Act. In this decision, the Supreme Court ruled that isolated wetlands generally do not affect interstate commerce. Therefore, Section 404 of the Federal Clean Water Act generally does not give the Corps authority to regulate fill in isolated wetlands unless the Corps demonstrates that the isolated wetlands in question affect interstate commerce. 4 In practical terms, the SWANCC decision means that the Corps cannot regulate isolated wetlands, which include all wetlands that are surrounded by upland. A review of USGS topographic mapping and the Soil Survey of Carver County, Minnesota (USDA, 1968) suggests this wetland may be isolated from navigable waters, because its only historical link to Lake Susan, located approximately 0.25 mile south of the site, is a ravine that drains though nonhydric soils. The Corps would issue a letter of no jurisdiction for development of this lot if they find this wetland to be isolated. If the Corps takes jurisdiction over this wetland, they would require wetland replacement and would authorize wetland impacts exceeding 400 square feet under GP/LOP-98-MN (Letter of Permission B or Q. CONCLUSIONS Westwood delineated and flagged one Type 3, Shallow Marsh wetland on the Rosemount Inc. Property (Wetland A) on September 28, 2004, which encompasses approximately 29,039 square feet (0.67 acres) within the property boundary. Hydrophytic vegetation, hydrology indicators, and a hydric soil profile were all present at the wetland sample point, thus satisfying wetland delineation criteria. Wetland A corresponds to a Type 3, Shallow Marsh wetland shown on National Wetlands Inventory (NWI) mapping and hydric Houghton and Muskego soils shown in the county soil survey. Wetland A also corresponds to City Wetland #A13-5(1) in the City of Chanhassen Surface Water Management Plan, February 1994 and is classified as an Ag/Urbao_ Westwood requests that the City of Chanhassen, as the Local Governmental Unit (LGU), provide written confirmation that the delineated boundaries shown on the attached Wetland Boundary Map are acceptable for local administration of the Minnesota Wetland Conservation Act. This property is privately owned. This request for wetland boundary confirmation does not constitute permission to access the property without contacting Westwood Professional Services. Inc. or Westwood's Client. Please call me at (952) 906-7488 if You have questions, require additional information, or plan to schedule a field review or TEP (Technical Evaluation Panel) meeting. CC: Mr. Curt Stanton, Paine/Wetzel ONCOR International 8700 West Bryn Mawr, Chicago, Illinois 60631 Mr. Rob Bouta, Westwood Professional Services, Inc. Designing the future today... MIN N EAPOLIS S T. C L O U D 0 2004 WesMood Prolesebnet Services. Inc. • %l• I �f//f �' r 1 uIJ. ro lit Ile •:} \mil\ ! �'/^�� (. ti_ `� r tiles •^�• �� `�. I•. \- Ci./Q F "I y-- Data Source(s): USGS DRG (Shakopee Quad, Revised 1993). Legend = Property Boundary Map Document:(P:\20041162\gis\20041162drgOtA.mxd) 10/22/2004 -- 5:26:12 PM wWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 0 1,000 Rosemount Inc. Property Chanhassen, Minnesota N = Feet 2,000 USGS Topography and Site Location EXHIBIT I 020041iestwood Profaulonal Servloea Inc. Data Source(s): USDA FSA DOQ (2003), USFWS NWI (1989). Legend Property Boundary NWI Wetlands 3 = Shallow Marsh 4 = Deep Marsh 5 = Shallow Open Water Map Document(P:1200411621gis120041162nwi01A.mxd) 10/22/2004 — 5:26:17 PM WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 200 Rosemount Inc. Property Chanhassen, Minnesota N ::3 Feet 400 National Wetlands Inventory Mapping EXHIBIT 2 ® 2004 Westwood Professional Services, tree. Data Source(s): USDA FSA DOQ (2003), USDA/NRCS Digital Soil Survey - Carver County (1966). Legend QProperty Boundary Hydric Soils Map Document: (P:\20041162\gis\20041162soilOt A.mxd) 10/22/2004 -- 5:26:21 PM wWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 200 Rosemount Inc. Property Chanhassen, Minnesota 1 Feet 4 A 00 Digital Soils Mapping EXHIBIT 3 e xq a� f } *4• k n,w y "_" Y mac:• P - _ f t - Data Source(s): USDA FS.% D(,t i -- - .'A 1 Legend Property Boundary Delineated Wetland Boundary Map Document (P:1200411621gis12004l l62welOtA.mxd) 10/22/2004 — 5:26:27 PM wWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 V Feet N 200 400 A Rosemount Inc. Property Chanhassen, Minnesota Wetland Boundary Map EXHIBIT 4 W Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Rosemount Inc. Property/20041162 Date: September 28, 2004 Investigator(s): Westwood Prof. Services — Genevieve Bolling Citylrwsp. Chnahssen Wetland Identification: Wetland A County & State Carver/MN Transect Sample Point: Flag Al # of Flags: Al-A17 VEGETATION SAMPLE POINT Wet side N UD side ❑ NIA ❑ Common Name(Dominants?! 20 percent Scientific Name Stratum % Cover Ind. Status Reed cans grass Phalaris anindinacea H 20 FACAA Cattail T has . H 20 OBL Jewelweed Impatiew ca ensis H 20 FACW StinRing nettle Urtica dioica H 20 FAC+ Sedge s . Carex s . H 20 % of Dominants FAC or wetter: 100 Remarks: Overall Dominant Vegetation/Community: Cattail/Type 3, Shallow Marsh SAMPLE POINT Wet side ❑ upside © N/A ❑ Common Name Dominants_ 20 percent Scierrtifrc Name Stratum % Cover Ind. Status Reed canary grass Phalaris arundinacea H 20 FACW+ Virginia c er Parthenocisms quinquefolia H 20 FAC- American elm Ulmus americans T 50 FACW- % of Dominants FAC or wetter: 66 Remarks: Overall Dominant Vegetation/Community: American elm, Box elder, Virginia creeper, Thistle, Sumac, Canada goldenrod/Wooded upland and o en meadow HYDROLOGY SAMPLE POINT Wet side 0 Upside ❑ N/A ❑ Primary Hydrology Indicators Secondary Hydrology Indicators 2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X Yes Saturated, Depth (in) >24 Water -Stained Leaves No Water in borehole, Depth (in) X Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test X_ Assumed - Explain: one primary Drift Lines X Topographic Position and three secondary indicators Sediment Deposits X_ Other - Explain: NWT Type 3 X Flattened Vegetation Undetermined - Explain: Drainage Patterns Remarks: SAMPLE POINT Wet side ❑ UD side FA N/A Fl Primary Hydrology Indicators Secondary Hydrology Indicators 2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Chaunels Yes Saturated, Depth (in) >20 Water -Stained Leaves X No Water in borehole, Depth (in) Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns Remarks: approximately 12" above toe of slope 1 w Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: _Rosemount Inc. Property Job No.: 20041162 Wetland Identification: Wetland A Transect Sample Point: Flag Al SOILS Mineral Hydric Soil Colors = Matrix with a Value > 4 and a Chrome of 52 in mottled soils or <_ 1 in unmottled soils. Soil colors measured directly below the A -horizon within the soil profile. Mottle Abundance a Few (<2 % of exposed surface), Common (2-20 % of exposed surface), Many (>20 % of exposed surface). Mottle Contrast imatrix to redox) = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chrome). Al. Histosol A9,10. 1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon SI. Sandy Mucky Material Ft. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix 177. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hvdrle Soils IMidwest Raelonl ILSDA Mamh 1e9A IA = all mils_ S = sandy snits_ F = loamv & elavev soils) SAMPLE POINT Wet side 9 Up ❑ NIA ❑ Mapped Soil Type Lester-kilkennv loams side Depth (inches Horizon Moist Soil Matrix Munsell Color Moist Mottle Matrix Munsell Color Mottle -- Abundance/Contrast Texture 0-18 1 A 1 10YR 3/1 7.5YR 3/4 Many/Distinct Sand loam 18-24 1 B/A I 10YR4/1 7.5YR4/4 Many/Prominent Loam Hydric Soil? X_ Yes No Undetermined Remarks: F4. De leted Below Dark Surface, F8. Redox Depressions SAMPLE POINT wet side ❑ Up ❑x NIA ❑ Mapped Soil Type Lester-kilkennv loams side Depth inches Horizon Matrix Color Munsell Moist Mottle Colors Munsell Moist Mottle Abundance/Contrast Texture 0-12 A 10YR 3/2 None San loam 12-20 AIB tOYR 311 10YR 3/4 Common/Faint San loam Hydric Soil? Yes X No Undetermined Remarks: matrix chrome too high in A horizon LYJAIW.10111)DU115190IQE'lYcola SAMPLE POINT Wet side © Upside ❑ NIA ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Welland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X_ Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? X_ Yes No Remarks: Distance from Wetland Edge 5 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation Wetland Hydrology, or Hydric Soils not applica SAMPLE POINT Wet side ❑ upside R NIA ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes" Welland Hydrology Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? Yes X No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? Yes X_ No Remarks: Distance from Wetland Edge 5 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation Wetland Hydrology, or Hydric Soils not applica WETLAND BOUNDARY REMARKS Because reed canary grass was dominant in the highland and lowland, the toe of slope was followed to delineate the wetland, keeping thistle and Canada goldenrod outside the boundary. 2 Revised 06/17102 GOPHER STAIE ME CALL IN -aI SITE ANALYSIS Existing Zoning lop (Industrial Office Perk District) Area of Lot 1, Block 3: 3.01 ae / 131,199 sf. Area of Drainage k Utility Falement. 116 Sc / SDI .1. Arc, of Setbacks k F-semen. 072 al / ill sf. %i966 _ ((Assumed use of 563' wetland setback) - " Net Buildable Are. 113 al / 491 &1 /-' STATE 1'IIC Mndapal Wetland Classification: Ag/Urbart -.5 _ Aree of Wetland: 0.67 al / 29,135 J. _ Area of Wetland Buffet 032 ac / 13,939 st. Setbacks Front 1 a �\ \ �L—.-m•r"„ , _ _ Rem yard: fill, Side yard. fill V11P P" Ni �68459 Aryl n _ 10 ...,�j 60 NOTES IN I. Grading and landscaping is allowed within the Structural setback from wetlands. Buildings, parking, and paving are not allowed within the etmctural ptbeck from waHtnda , A I N A (Pl ✓ CA dal b 2 Wellandacid wetland buffo area ace MUNCAM Al D DARY (Trn.) Utility Euemmt. 1 .,�: ' � located an within the Drainage and AERAND DIFFER (I.)y' I WAL MACK MOM (NI�FNGIyKIAND euFFw) LEGEND Rl1ERNAIM rep SMULnIRK `\ SEMACN IF NEI) _ {REWIRED 6 R NO BUFFER IS PRONDEU) `1 I Site Boundary Existing Contours Delineated Wetland Boundary 16H Wetland Buffer X --------- Weiland Setback Alternative 75' Structural Setback Buildable Area Delineated Wetland Lot 1, Block 3 NNDuo..� r_ _ of Buildable Area Na INROSEMOLTNT, INC. Rosemount, Inc. o _ Al * 0 r-c u -e c( � 1z Slob EXISTING BITUMINOUS EXISTING Jam and Smudge Free Printing www.avery.com p Use Avery® TEMPLATE 5160@ 1-800-GO-AVERY a AVERYo 5160 Emerson addition 91plan/is/development review/ern t addition Minimum requirements for landscaping include 4,732 sq. ft. of landscaped area around the proposed west parking lot and 19 trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 4,732 s . ft. >4,732 s . ft. Trees/landscape area 19 canopy trees 8 islands/peninsulas 0 canopy trees 10 islands/peninsulas Applicant does not meet minimum requirements for parking lot plantings. Staff recommends that a minimum of 19 trees be planted in and around the west parking. Additionally, the expansion of the parking lot nearest the building expansion shall also include trees in the islands. Recommendations: 1. Applicant shall increase landscape plantings to meet minimum requirements for parking lot trees. A minimum of 19 overstory trees shall be planted in and around the proposed west parking lot. A landscape plan shall be submitted to the City prior to city council approval. 2. Applicant shall install overstory trees in the landscape islands within the expansion of the parking lot nearest the building expansion. 3. All trees within or near the construction limits shall be fenced with tree protection fencing before and during construction activity. 009Ls 9A?J3AV a .k83WOD-008-t 009LS 1!jege6 al zas!!!in wortiane'NV" ap!dej a6epas a 1a a6eunoq!lue uo!ssaidw! 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I.o 'oe 'oo It U U U U:I 11 11 U U U'- b -is- -L' U U It to be, he -he .Ito he L I, he b1 L It, III I, III U a to be U he U be U ho U U to U L f � i b.o to U to i U U 1, U L U U U U Do to U U U to We IU be he be be be be U he be 1 be fko IU U �•' �6 U he jbe U be be L U to U be U U to U I. J 1 : h.o I. 10 U I U U U U: U U h1 U U to U U U to to to to U he he he he U be he he I be �be j U he JZ be be be to U Its U U ba be U be U he U to U U 14 U L W 10 O c9 II _Z LtJ t �I oLL_ 1 m 1 : EMERSON Process Management KEYED NOTES: 1. UTILITY TRANSFORMER. PROVIDE UNDERGROUND CONDUIT AND FEEDERS FROM UTILITY TRANSFORMER TO ELECTRICAL ROOM 1015. SEE ELECTRICAL ONE -LINE DIAGRAM ON SHEET E010 FOR CONDUIT AND FEEDER SIZES AND DETAIL 4/E600 FOR FURTHER REQUIREMENTS. COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY. 2. DIRECT BURIAL PRIMARY SERVICE FROM UTILITY EASEMENT TO UTILITY TRANSFORMER BY UTILITY COMPANY. COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY. 3 CO NNECT NEW SITE LIGHTING AND POLE MOUNTED RECEPTACLES TO EXISTING SITE LIGHTING CIRCUITING. VERIFY EXISTING SITE LIGHTING CIRCUITING HAS CAPACITY TO ACCEPT ADDITIONAL LOAD. DO NOT LOAD CIRCUIT TO MORE THAN SOX OF OVERCURRENT PROTECTION DEVICE. 4. PROVIDE WITH POLE MOUNTED WEATHERPROOF DUPLEX RECEPTACLE. 5. REMOVE EXISTING SITE LUMINAIRE AND POLE BASE AND PROVIDE NEW BASE TO REINSTALL LUMINAIRE IN THIS LOCATION. KEY PLAN REVISION HISTORY - THIS SHEET Architecture I Engineering I Planning Hammel, Green and Abrahamson, Inc. 701 Washington Avenue North -Minneapolis, Minnesota 55401 Telephone 612.758.4000 Facsimile 612.758.4199 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 SIGNATURE NAME: LEIGH P. HARRISON DATE: FEBRUARY 24. 2006 REGISTRATION NUMBER: 40448 ELECTRICAL SITE PLAN COMM. NO. 1 192-041-00 SCALE 111 c 40'-0" DATE FEBRUARY 24, 2006 / DRAWN BWYATT CONSTRUCTION DOCUMENTS E030 © COPYRIGHT HAMMEL GREEN AND ABRAHAMSON,INC. r 4 I I EMERSON Process Management - -«��T ---TI ---- ----- ---- 2 a-00 f T4c Uvvq% ROOF PLAN GWL q nn-0ll o A203 U J Architecture I Engineering 1 Planning To: Kate Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Recipient's Phone: 952-227-1139 From: Bill Peters Phone: 612-758-4363 RECEIVE® MAY 15 2006 CITYOFCHANHASSEN Tran smitt Date: May 12, 2006 Project: Emerson - e Addition Commission No.: 1-00 We forward the following: Via: Photometric calculations drawing 0 First Class Mail ❑ Direct Courier ❑ 1-Hour Courier ❑ 2-Hour Courier ❑ 3-Hour Courier ❑ Overnight/Express ❑ Other ❑ Fax - Pages to follow: Fax phone number: Remarks: Kate, Attached, please find photometric calculations for the parking lighting at the Emerson facility, per your request. A little tough to read, but basically it says that even with the additional lighting, we are below the .5 footcandle city requirement at the property line. Please feel free to contact me with any questions. ou Hammel, Green and Abrahamson, Inc. HGA Architects and Engineers, LLC HGA Architects and Engineers, LLP Copy To: a Correspondence File ❑ Contract File ❑ Shop Drawing File Also Fax To: cc: Others 0 Tom Johnson, Emerson 0 Ron Blum, RJRyan Construction cc: HGA 0 Linda Pederson 11 11 s:\1100\ 1192\041-00\communications\transmittal\bp_5-12-06.doc 701 Washington Avenue North • Minneapolis, Minnesota USA 55401-1180 Telephone 612.758.4000 Facsimile 612.758.4199 Visit our Website: www.hga.com City Council Meeting - _,ovember 28, 1988 Mayor Hamilton: Maybe you could stick with the issues so we could get it resolved in time tonight. Councilman Johnson: That was Clark's suggestion is that we go under there to that point. Mayor Hamilton: That's right. I don't think you need to include that. That's something that the staff needs to consider. I think they've noted that. Councilman Johnson: I'd also like to add my item 6 to your motion that roof exhaust should be designed to minimize roof impact of any pollutant. Councilman Geving: What is this now? Mayor Hamilton: He wants to basically say that the exhaust will not be, the rooftop exhaust will not be directed at the rooftop. Councilman Geving: What does that have to do with the wetland alteration permit? Councilman Johnson: The rooftop drains into the wetland. If you're draining lead and solvents into the wetland, it's not too good for the wetland. Mayor Hamilton: He's making some assumptions that there will be solvents and oil and all kinds of things... Councilman Geving: I don't have any problem with the condition. Councilman Boyt: Okay, it's done. Councilman Geving: But I would like to enhance the wording on the 75 feet in terms of guidance and make that, allow the staff a 50% variance from the requirements of our ordinance. Councilman Boyt: I'll accept that. Councilman Boyt moved, Councilman Geving seconded to approve Wetland Alteration Permit #88-15 with the following conditions: 1. A 75 foot strip around the Class A wetland shall be preserved in its natural state. 2. The north, east and west edge of the Class B wetland shall be allowed to be sod and seeded but will also be landscaped with vegetation suitable for natural habitat and will not be mowed and instead allowed to revert back to a natural state. The applicant shall submit a revised landscaping plan with the wildlife landscaping as recommended by the State Document titled, "Landscaping for Wildlife". 3. The alteration of the Class B wetland shall conform to the six guidelines of the U.S. Fish and Wildlife Service as follows: 33 1— City Council Meeting - November 28, 1988 a. The basin will have free form (no even sided) shape to increase shoreline length and provide isolated areas for feeding and resting birds. b. The basin will have shallow embankments with slopes of 10:1 - 20:1 for at least 30% of the shoreline to encourage growth of emergent vegetation as refuge and food for wildlife. C. The basin will have uneven, rolling bottom contour for variable water death to (a) provide foraging areas for species of wildlife feeding in shallow water (0.5 - 3.0 feet) and (b) encourage growth of Emergent vegetation in areas of shallow water and thereby increase interspersion of open water with emergent vegetation. d. The basin will have a layer of topsoil (muck from an existing wetland being filled) on bottom of basin to provide a suitable substrate for aquatic vegetation. e. The basin will have water level control (culverts, riser pipe, etc.) to minimize disturbances of wildlife using the wetland. f. The basin will have fringe of shrubs on upland surrounding the basin to minimize disturbances of wildlife using the wetland. 4. A 75 foot strip around the Class B wetland shall be maintained from the 933 elevation. Staff is recommending that the applicant provide a revised plan showing that the parking lot south of the Class B wetland is not located closer than 75 feet from the ordinary high water mark of the Class B wetland once it has been reconstructed. Staff is allowed to have up to a 50% variance fran the requirements of the ordinance. 5. The wetland alteration permit shall conform to any and all conditions of the Site Plan Approval #88-12. 6. The roof exhaust should be designed to minimize roof impact of any pollutant. All voted in favor and the motion carried. (C) SITE PLAN REVIEW. Jo Ann Olsen: Again, the applicant provided an amended site plan to what the staff and the Planning Commission's concerns. The Planning Commission did recommend approval. TWO of the Planning Commissioners did not recommend approval because they wanted the Council to understand that they had only reviewed it in concept. The applicant has met a lot of the concerns. We still have 18 conditions of approval. Wb are recommending approval. That includes meeting conditions of the EAW and conditions of the Wetland Alteration Permit. Bob Worthington: First of all, we would like to give a brief presentation of the site plan. There were many changes that were stipulated as conditions of approval by the Planning Commission that related to the condition of the site Plan that they reviewed. 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NO. 1192-041-00 SCALE NONE DATE DECEMBER 12, 2005 DRAWN SCHEMATIC DESIGN C300 OCOFY GHT HAMMEL GREEN AND ABRMAMSON, IN T T T T T T T W.,.1 30'-0" L WQ 1 b'-O b'-0 I m I CONf£RENCf 000 SF 1�FE�MINy�G ��rr�� oov�aa g� COtlfEBENCE , I �fl, LJ t—J o CE LJ u �J = couRTA,RO E F \ G Cotl@tfNCE EEIO£Ip'�TOFT � O <-1 - - - - - - - - - - - - - (D I I I I I I II Y I sf24do i I ', i'��'•` CONFERENCE ) OU ExvuFNs 111 // MENS / V l , ^ , /'..E%T EXIST CONFERENCE ^•,•`�•"�• MYX I I � I I I � t `ti i I t �� ........... �sJ1''t L �.�%.............7........................7 T ___- .......... _._. _._..... i .......... .......... . ..._.... .._......... ....:......_.... ........-___ _.___ ..._.......... _..__ ...__ .__-- ............... .. ....... t.............................._I / �.. .............. ...... .............. .........._. _.... j ....... ...... ........ .�.... ..... .............. ...... .............. _............ ...... .............. ...... .............. ...... .............. ...... ....... ...... ............ ...... ...... .............. .............. ...... .............. ..................... .............. 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INC. 7 BUR F OVER SLOPE ROOF TO SUSPENDED ACT CEILING S2 (7 SUSPENDED ACT CEILING S2 ca w x 0 z V 0 I RI RI SMF-1 COPING METAL S D NTG)AL RIBBED n 2' RIGID INSULATION o (INSUL-15) I iD MOISTURE BARRIER (MB-1) GYP SHEATHING 6" STEEL STUDS 5/8' GYPBD 40 ,I 'O ALUMINUM FRAMED WINDOW SYSTEM (AFS-1) I MP-1 VERTICAL RIBBED 0 METAL SIDING) e w ALUMINUM FRAMED WINDOW SYSTEM (AFS-1) 1 UTILITY BRICK 2' RIGID INSULATION (NSUL—ts) MOISTURE BARRIER (MO-1) 10 GYP SHEATHING � 6' STEEL STUDS 6 5/8' GYPBD 1 WALL SECTION z WALL SECTION 3 WALL SECTION WALL SECTION EMERSON Process Management A1014N11V 1 I Igburinl 1 11114.101 N.wpl Vm U. wa. ... .... 111 1.1.1h .bn.11V1.,Illnugtll4 IIb.0111 INII r.I.nan. 412.111.4411 r...Iwn. meu.un EXTERIOR WALL SECTIONS Comm. 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V V \ '\\ 00� 1 ``�. '/Iv - -.%!_--- -- ....-----------._--------.. __ ✓6-------_. _. fl ��,+, _ - -- i , ;' II ll\' 1 I 1 I , o0 0 .... T I � .-- ""IIII`III111 � DO NOT HEAVILY PRUNE THE TREE PRUNE ONLY CO -DOMINANT LEADEF BROKEN OR DEAD BRANCHES. SOMI AND LATERAL BRANCHES MAY BE P SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS 1:1 SLOPE ON SIDES OF PLANTING HOLE. EXCAVATE 2X BALL DIAMETER EACH TREE MUST BE PLANTED SUC THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IE NOT VISIBLE WILL BE REJECTED. D NOT COVER THE TOP OF THE ROOT BALL WITH SOIL PLACE ROOT BALL ON UNEXCAVATEE OR TAMPED SOIL TO PREVENT SETTLEMENT CONIFEROUS TREE PLANTING �!,l/. 1 /2..=1.-O.. BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL MULCH RING. 3 FT. DIAM. MIN. 2 IN. DEPTH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. IF PLANT IS SHIPPED WI1 A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE EARTH SAUCER. 4 IN. HIGH TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN - MARK THE NORTH SIDE OF THE TREE r- IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS 1:1 SLOPE ON SIDES OF PLANTING HOLE. EXCAVATE 2X BALL DIAMETER I - vi>,' -1�" -=/\ L, I- T 1I EACH TREE MUST BE PLANTED SUCH T1=11-�= THAT THE TRUNK FLARE IS VISIBLE-IW3I1-1 AT THE TOP OF THE ROOT BALL. ILi -1 TREES WHERE THE TRUNK FLARE IS � NOT VISIBLE WILL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL TO PREVENT SETTLEMENT 2 DECIDUOUS TREE PLANTING 1 /2„=1' BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL MULCH RING. 3 FT. DIAM. MIN. 2 IN. DEPTH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT =1 BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO III PLANTING HOLE 11 _ EARTH SAUCER. 4 IN. HIGH - TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT CI( I1 I I II I II III I I SHRUB PLANTING 1/2"=1'-0" , ULCH; REFER TO PEC. 02930 DICING; REFER TO PEC. 02930 \S SHOWN ON PLANS) PLANTING SOIL UNDISTURBED EARTH PLANT MATERIALS SCHEDULE 1 I I I II KEY I QTY I COMMON If BOTANICAL NAME SIZE ROOT SPACING REMARKS TREES AF 18 AUTUMN BLAZE MAPLE Acer x freemanii Jeffersred' 2 1 2" cal. / BB AS SHOWN MATCHED PG 6 BLACK HILLS SPRUCE Picea lauca densata 8' ht. BE AS SHOWN FULL TO GRADE SHRUBS DL 54 DWARF BUSH HONEYSUCKLE #5 CTNR. 4' o.c. Diervilla lonicera HM 23 ENDLESS SUMMER HYDRANGEA #5 CTNR 4' o.c. H dran eo macro h Ila Endless Summer' . s RA 247 GRO-LOW FRAGRANT SUMAC Rhus aromatica 'Gro-Low' 5 CTNR. 6' o.c. PERENNIALS HJ I 18 I JUNE HOSTA Host 'June' #1 CTNR. 4' o.c. CITY OF CHANNASSEN JUN 2 7 20bb BUILDING L jt kq"I""'41 `� EMERSON KEYNOTES: SHREDDED BARK MULCH; REFER TO SPEC. 02930 EDGING; REFER TO SPEC. 02930 SOD; REFER TO SPEC. 02921 LEGEND: KEYNOTE aPG _ KEY REFER TO PLANT MATERIALS g - QUANTITY SCHEDULE LAWN SOD; REFER TO SPEC. 02921 NATIVE GRASSES AND WILDFLOWERS REFER TO SPEC. 02924 & JUNE 22, 2006 ISSUED A - 0 A 0 0 0 0 ZL 1 REVISION HISTORY - THIS SHEET 1R. Architecture I Engineering I Planning Hammel, Green and Abrahamson, Inc. 701 Washington Avenue North -Minneapolis, Minnesota 55401 Telephone 612.758.4000 Facsimile 612.758.4199 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAME: THEODORE E. LEE DATE: FEBRUARY 24. 2006 REGISTRATION NUMBER: 25603 PLANTING PLAN COMM. NO. 1 192-041-00 SCALE 1 "=40' DATE FEBRUARY 24, 2006 nenwN TLEE CONSTRUCTION DOCUMENTS L100 C:\hgaudd\vmrk\Corporate\Emerson\L-SITE-XX-119204100.dwg, LIM, 6/23/20063:3a.31 PM, Plotter.oc3. ARCH El l30.00 x42.001whesl C COPYRIGHT HAMMEL GREEN AND ABRAHAMSON,INC. k. 1. 1 PAINT TO MATCH EXIST. `* PRECAST CONCRETE BLDG. WALL; ALL EXPOSED SURFACES 3/4" CHAMFER; ALL EDGES BARK MULCH; REFER TO SPEC. 02930 PLANTING SOIL; REFER TWE - 102'-4" DETO PTHSPEC. 02930, 24 I" FIN. GR. - VARIES ° a 2o� �` #5 ® 18" O.C. EWEF 36" DEPTH SUBCUT BENEATH ALL CONCRETE WALKS AND - -' PATIO; INSTALL SELECT o •° - - - GRANULAR MATERIAL — co EWEDOWELS (9 18 O.C.- I — 1'-0" -0 -1'-0" - #5 Q 18" O.C. TOP &_ - - _ - � t�E, 0—�I BFE - 94'-4" -- o --3 #5 CONT. TOP & BOT. PLANTER WALL - SECTION I � B •I y r i N L� �r r r/.1r QM 1 zj_- �: EMERSON GENERAL NOTES: 1. UTILIZE GOPHER STATE ONE CALL PRIOR TO ALL EXCAVATION WORK. 651-454-0002 2. LOCATE ALL UTILITIES IMPACTED BY CONSTRUCTION FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED UTILITY LOCATIONS. 3. REFER TO L100 FOR PLANT MATERIALS SCHEDULE II - T KEYNOTES: 1� PLANTING AREA 1 SB 1 SB -- ' FLAGSTONE; REFER TO SPEC. 02830 2 2 /' r' ------ __T _,: BENCH TYPE 1; REFER TO SPEC. 02870 BENCH TYPE 2, REFER TO SPEC. 02870 — — — -- — — — — — — — -- — -- — — - — PLANTER; REFER TO SPEC. 02870 _ — — — — — — — - — - - — -- __........... _ _ MATCH E TER WA PAINT TO �- © CAST IN PLACE CONCRETE PLAN WALL; MA EXIST. BLDG PRECAST n COLORED CONCRETE PAVEMENT; COLOR TO MATCH TILE • I-� _ IN DINING AND BREAK AREA INTEGRAL COLOR: L.M. SCOFIELD #6063 WINTER BEIGE • '� /� LITHOCHROME COLOR HARDENER: 50% MIXTURE OF LLI #4617 SANDSTONE BEIGE & A-50 SLATE GRAY SEALER: SCOFIELD CURESEAL SANDBST OFF NEWLY EXPOSED BUILDING WAILL. MATERIAL AND N N PAINT TO MATCH EXISTING WALL. CONCRETE PAVEMENT I 12 LLJ6 III 10 ALIGN JOINT WITH C/L OF MULLION 11 ALIGN JOINT WITH EDGE OF BLDG. 12 STOOP • I 0 13 ALIGN EDGE OF WALK WITH C/L OF MULLION I u r LEGEND: KEYNOTE \\\ SEASONAL ANNUALS — FILL PLANTER W/ POTTING PG — KEY REFER TO PLANT MATERIALS 5 SOIL; INSTALL 1' LAYER OF —QUANTITY SCHEDULE COCOA BEAN MULCH AFTER 6 PLANTING ANNUALS 7' 0 o- ' J 7' 7' 7' I I I I I 1 9 I 7 1 CD I I I 4'-6" Z Q ©Ic 8'-911 9'1 9' 1 L101 3 3 ri L•�9 e I • • LAWN SOD; REFER TO SPEC. 02921 I I I I I SEASONAL ANNUALS — ' FILL PLANTER W/ POTTING O 5 SOIL; INSTALL 1' LAYER OF COCOA BEAN MULCH AFTER PLANTING ANNUALS I I I HIM 1 HJ 7 18 SEASONAL ANNUALS — FILL PLANTER W/ POTTING SOIL; INSTALL 1' LAYER OF COCOA BEAN MULCH AFTER PLANTING ANNUALS SEASONAL ANNUALS — FILL PLANTER W/ POTTING SOIL; INSTALL 1" LAYER OF COCOA BEAN MULCH AFTER REVISION HISTORY - THIS SHEET PLANTING ANNUALS If Architecture I Engi neering I Planning Hammel, Green and Abrahamson, Inc. 701 Washington Avenue North -Minneapolis, Minnesota 55401 Telephone 612.758.4000 Facsimile 612.758.4199 -1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAME: THEODORE E. LEE DATE: JUNE 22, 2006 — — — REGISTRATION NUMBER: 25603 ENLARGED LAYOUT, MATERIALS & PLANTING PLAN AT PATIO VIM. N0. 1 192-041-00 SCALE 1/4 111= i P-01011 DATE FEBRUARY 24, 2006 DRAWN TLEE CONSTRUCTION DOCUMENTS C:\hgacadd%wk\Corporate\Emerson\L-SITE-xX-119104100.d", L101, 6123/20063:31:59 PM, Plotter.Dcs. ARCH El 130.00 x42.00 inches) CfTy OF CNa Arun I JUN l 0 L101 0 COPYRIGHT HAMMEL GREEN AND ABRAHAMSON,INC. REQUEST FOR PROPOSAL RFP NO. 5 HAMIVIEL, GREEN AND ABRAHAMSON, INC., ARCHITECTURE, ENGINEERING, PLANNING PROJECT: EMERSON OFFICE EXPANSION CHANHASSEN, MINNESOTA OWNER: EMERSON PROCESS MANAGEMENT Rosemount, Inc. 8200 Market Boulevard Chanhassen, Minnesota 55317 (Tom Johnson) CONTRACTOR: RJ RYAN CONSTRUCTION 1100 Mendota Heights Road Mendota Heights, Minnesota 55120 (Ron Blum - fax - 651-681-0235) PAGE 1 OF 1 DATE: June 22, 2006 HGA Commission Number 1192-041-00 COPY TO: Tom Johnson, Emerson Ron Blum, RJ Ryan (1-full) Doug Hoese, City of Chanhassen (3-full) Erik Hansen, HGA Mark Johnson, HGA Bill Peters, HGA Andy Weyenberg, HGA Brennan Wyatt, HGA Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the change described herein and on the attachments (if any) listed - This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract change. DESCRIPTION OF THE WORK: Landscape A. Add courtyard and revise grades. Attachments: Specification Section 02830 - Decorative Stone Specification Section 02870 - Site Furnishings Partial Plan 3/C401 Drawings L100, L101 Requested By: Owner COMMENTS: sAl 100\1 192W41-IX0\cakcd_rfp—sikfpOO5.dm;ah A. XV, tA- Pura ov OFC"ANNA"cn .TUN 2 1 2u BUI�IN�' �`OO�'A In Di , 1 1 1 I I 1 1 1 1 I1 I r PROPOSED BUILDING ADDITION FFE=945.0 945.0 945.0 944.24 ` 945.0 944 94 7 944.7 40 2. 94: 945.0 2% 943.12 3.3 0 +944.24 4Q 2 \ 3 944.06 » 945.Ox \ 1 I I 1 i ' Cm OF CNANHA�eF^ 11 2 � 200� ADD COURTYARD I6 JUNE 22, 2006 COMM NO. ,192-041-00 3 T. 4*44 SCALE 1"=20' o Architecture I E I p n ee I i 19 1 pbnnl n9 Nammel, Green .nN phr.hameen, lnc. E M E RSON DATE 701 washm0t0n Avenue North- Nlnne.notl a,Nl..escta S5e01 FEBRUARY 24, 2006 ^oi � DRAWN Enr1 Telephone 11EJ54.4000 Facsimile 112.7M4199 Process hlanagement T 1 F ff CHANygSSEN �� W�eaaaweOd Pmfess�loru�Serviaes, Ina. \ I CITY OF CHANHASSEN I OF �'1'/a RECEIVED \ � � Y I I � BUSINESS PZAT 3T�T �IGNWar Kin FEB 0 3 2006 CHANHASSEN PLANNING DEPT — —T OOPNFR SfA7E alE re,. M W Ina Euuti6a-®I Ya TO IA• fia'm-IIM LEGOW � m.�a,Q a aA., aamaa ®na.e o _ ,P�wNa,P.a a�m,aao ,..nmwa.oa a .a.,ne i evam auu 4 e. a a o OFF LEM DESCRAPM!/ L Pwrzc¢ i I UKF36VSINF35eM1:5ECONOPWIIION NLLINNIIPSSw Cvtif Na. MIID 1 P"C¢ 3 La 1, Bbrt ),CHRMNSSw LACPS BUSMFSS PARK SECONO.SWPIIIXI NOhs OO � QCC�sse•-4`aa4LL y.o A...fi�vaanaw mnom v .� a�.,�.=.m ,...-ua .m....�ar n rr,.r,e a.c...-aaiaa.am�a.m. e w ..+.mms.x..w-+nrr.a.umae.raA.+a roc a.n....s..a u� u�.n.ab�mmurmi�a.mra.�ry-..wt-,wewrdcw.�... WL •�n.w-amma�rmv�.�s....r.�a�...o..ro... n.�.a.n_.waam..ma.r- .bo�w.naa m .br.mP�a. . s..rwr.a_w..cv.r.uaic xN. n.ar _.eyx�a��marrN+wnm.ramrvwb.0 F�vb�+N+Nnfa Rosemount, Inc. 82M Yvaet BualewrE [aan�aafm. 4mneeoto 55317 r��,m. is r..vasmN .nvaaf am�.ym,urwv..,vm s..a."r.mv.wmraµaburw.u'v�r�mib �w. va a tafitl Mlt 1. sler iNlbiYs�r✓.M� m a. uami��sr.m�.ym. b .LLiw NSR M ntv. r. Yu s 4 4 .{mp.a�la.mYV YpambYpY�m ._w�rmmeww Pif'Nrv.mk cer`rca.v �W sammm PlmfauYlJe_teM eatlYd RlYu ROSEMOUNT INC. C an.oeaen, Ninneaoto aYia.O.i au 5/29/02 sr: 1 a 1 ALTA/ACSM I Land Title Survey N�a.v r- DEMOLITION NOTES a mrw wcoou�o mart .K a.o�rrn � �mowe.+F` vr°w'•`ivn w�''Is. •imou a wuro wa w. z wc+m n mvmnoi roorrnnv�ismx wm-ouoi maa vF, wr ANrC MIIR F IOJbIQ erlx !K wmv wu. o wear ,wrrc mniu wxm •rWOIC IIC 1rlNlIMIrI lIY/rC mIIY S[ uMlli CV6Mwd lCll..fl IgPS TYM1C 01 WL OtlrK: n cwwrt aw«.rror w �,..� Fo .vauK rossc .M wv. wwr .. Ko•vn srKn ..o . rwrvx a nns Frt emwu waawm •m n ioraie w iwF nF�an inm. Fw. arm, aura. w war wmws ro <omui mr ro m �mTWI KECM611•CNIr CI' p11CN NO K I®Ilrm •. MA1VC wAiAM w MIr. A.1m nll OMI. un v.Q wwnn ro m rrsrrvm n awa UTILITY CONTACTS ,awl 2 uc 1O °Mafwm -r s �aaKx > w+er rr�+ K.mao 0 1;t�� .8K X- „ate ...........__-- mroa s:ra.a rove -w---:f .wow uraou.o umm psi`:.:�'is'r'ryti EMERSON t\v" Process Management \ i I I I I I I I I I I I ... II I tooNs� SFM DEMOLITION PLAN m•. itoz�i-m "'� A4 4CN11 vYwwrc� � zwvr 50%CONsnUJCnON DOWMENTS C200 o canFwn •r.n aevr xo rvwm. Fc ________ -- ---- -- — ;ONATIQN PARCEL Tn" � � I -: I T I _ 7-f7-7=.- = 4 vworosm euuniNc rnwnw� ftc-sws.o IFI U vv • I -. � - it 44, E \ C_3_01 r -- r II EM R ON Process Management NCB uC�ICN CCNS�� OVERALL SITE LAYOUT PLAN .vs s�ow� &fe—nwwrc 23, mm awMr 5m CON 'MLW. ON DDWMVM C300 GENERAL NOTES FOR LAYOUT 1. 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Il Mnn.11 nue m•p... ue.ree.un nm.n. ne.ne.uv EXTERIOR ELEVATIONS e MIMED COMM NO, 1192-041-00 > SCALE 1/0" - V-0" BRICK DATE DECEMBER 22, 2005 DRAWN AWEYENBERG A400 m00WRIGHT HAMMEL GREEN AND ABRAHAMSON. INC.. Westwood Professional Services, Inc. TRANSMITTAL Date: November 30, 2004 To: Lori Haak City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 From: Genevieve Bolling Regarding: Lot 1, Block 3 of Rosemount Inc. Proj. No.: 20041162 Items: No Description 1 Wetland Delineation Memo 1 Buildable Area Exhibit Purpose: For your information RECEIVED DEC 0 12004 CITY OF CHANHASSEN W 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 Toll Free: 1-888-937-5150 FAX 952-937-5822 Remarks: Westwood requests that the Local Governmental Unit (LGU). the City of Chanhassen, provide written confirmation that the delineated boundary shown on the attached Wetland Bounda"api is acceptable for local administration of the Minnesota Wetland Conservation Act. Please call me at 952-906-7488 if you have questions. Westwood also requests confirmation that the illustrated buildable area is correct. See Buildable Delivery: -Mail Copy to: Mr. Curt Stanton, Paine/Wetzel ONCOR International, 8700 West Bryn MAwr, Chicago, IL 60631 Mr. Rob Bouta, Westwood Professional Services, Inc. Designing the future today... M I N N E A P 0 L I S S T. C L O U D 7i OORN6B STATE ONE CR11 STrE ANALYSIS Existing Zordng: IOP (IndutrW Office PRrk Distrid) Am of lot 1, Biack 3: 101 IN, / 131,199 .1. Arne of Drsinye k Otfnty Easement L16 IN, / 50,530 J. s' L (Aaumed u of MY wetlend Retbecy3 0.72 ac / 31,36i af. .,/ Net Bondable A. 113 ec / 49,306 J. STATZ.� .• ... Muaidpd Wetland Cleulfiution, Ag/Vrbn Am of WeWnd. 0,69 IN, / 29,165 sl �,�%ey/• -,:.'; ,.-� _ � .. � fy Y-.� -.._.. ._. Ares of WetleM Buffer 032 ec / 13,939 af. Sthackv C•...,.__,s.--1 .�� E..rty.rd: td / 6 ;\;rye �'♦ R<> +� `' Sg." y,� ; \,. ..\ Side yvd 10, .,I�Aa d��- E,\ j{ o.' xA aw F Lf_ am,ea L�n� EaasmenT� �• ` .f ^">L <yr3 '" A�fT [•• )1 - Pa No. 68198 _� ,� =�,� a•r�/�lk6f"`ret s>)'+;G -t• { � .1n NOTES _____ ` �_-..._ Vie`: ' I ♦ II / \ t � %.� / .r ,•�i� 1 Grading end landscaping la allowed within the within the struAura1 utback hom wetlands Bulldfngs, elruAurd sNback from wetlands parking and paving ere rla Wowed ' ` 1 2 wetted end wetland buffer eras ere rwu rco certain eaueoRer (rtt) " C. / / { ♦ I ted Buement. paUy within the DrRunsge and or 16.5' KE O 6Uflffl utility 5�4'vmn�— maN m.Ne o qvrEN) •vp�. r, i �/ /.. . LEGEND u¢RNamt V SONJCOJRa-- `•��. \ • *% �/ e. YAaeN MW xER D (REWIRED IF NO WITER 5 PRONOLO) Site Boundary PO41g Conbun 8dst 11 . •�: „�_s I — - DelinHted Wed d BouMaq \♦ `�\ ) ```" - 16Y Wetl.nd Buffer X ------ Wenend Setbeck Alternative 95' Strumval Setback , �� A �'•'• �aLi "avi/ Bulldab4 Are. '''y i1 aS sh.,•,.� I Delinnted Wetland • lip ;:= ' Lot 1, Block 3 ". w«taaoad Nde�wa�mnes,lne. I I ` (� s r-r-+`. Of Buildable Area ROSEMOUNT, INC. Rosemount, Inc. Westwood Professional Services, Inc. • 7599 Anagram Drive Eden Prairie, MN 55344 MEMORANDUM 952-937-5150 Toll Free: 14888-937-5150 FAX 952-937-5822 To: Ms. Lori Haak, City of Chanhassen Ref: 20041162.00 From: Genevieve Bolling Date: November 30, 2004 Re: Wetland Delineation for Lot 1, Block 3 of Rosemount Inc. Property, Chanhassen, Minnesota REPORT PURPOSE This memorandum and the attached exhibits and data form constitute the wetland delineation report for Lot 1, Block 3 of the Rosemount Inc. Property, and this report provides the required documentation for wetand boundary determinations in conformance with the Minnesota Wetland Conservation Act of 1991. Westwood requests that the City of Chanhassen as the Local Governmental Unit (LGU) provide written confirmation that the delineated wetland boundary shown on the attached Wetland Boundary Map is acceptable for local administration of the Minnesota Wetland Conservation Act SUMMARY Westwood delineated and flagged one Type 3, Shallow Marsh wetland on the Rosemount Inc. Property (Wetland A) on September 28, 2004, which encompasses approximately 29,039 square feet (0.67 acres) within the property boundary. Hydrophytic vegetation, wetland hydrology indicators, and a hydric soil profile were all present at the wetland sample point, thus satisfying wetland delineation criteria. Wetland A corresponds to a Type 3, Shallow Marsh wetland shown on National Wetlands Inventory (NWI) mapping and hydric Houghton and Muskego soils shown in the county soil survey. Wetland A also corresponds to City Wetland #A13-5(l) in the City of Chanhassen Surface Water Management Plan, February 1994 and is classified as an Ag/Urban wetland. SITE LOCATION AND DESCRIPTION Lot 1, Block 3 of the Rosemount Inc. Property is 3.01 acres in size and is located in the NW 1/4 of Section 13, TI 16N, R23W, City of Chanhassen, Carver County, Minnesota (Exhibit 1). The site is bound by State Highway 5 to the north, Market Boulevard to the east, Lake Drive to the south, and a church to the west. The site consists of Type 3 wetland, upland meadow, manicured lawn, and a few trees. WETLAND DELINEATION METHODOLOGY The wetland was delineated using the level two routine determination method set forth in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987), in which a sampling transect was established in a representative transition zone of the identified wetland. The transect consisted of one sampling point in upland and one point in wetland. Soils, vegetation, and hydrology information were recorded for each point on a data form, which is included at the back of this memorandum Species dominance for vegetation measurements was based on the percent coverage visually estimated within a 10-foot radius of the sample point location for the tree and shrub layers and a five-foot radius for the herbaceous layer. Designing the future today... M I N N E A P 0 L I S S T. C L O U D Page 2 of 3 November 30, 2004 The wetland was classified according to Wetlands of the United States (U.S. Fish and Wildlife Service Circular 39; Shaw and Fredine; 1971) and Wetlands and Deepwater Habitats of the United States (FWS/OBS Publication 79/31; Cowardin et. al. 1979). Common names for vegetation identified in this memorandum and on the attached data form generally correspond with the nomenclature used in the National List of Plant Species that Occur in Wetlands: North Central (Region 3) (USFWS, Reed, 1988) and/or Vascular Plants of Minnesota (University of Minnesota, Ownbey and Morley, 1991). Prior to delineating the wetland boundary in the field, Westwood reviewed National Wetlands Inventory (NWI) mapping, the soil survey for the county in which the project occurs, and the DNR Public Waters and Wetlands Inventory. The wetland boundary was marked using pink "wetland delineation' pin flags, and located using a Trimble GeOXT sub -meter accuracy global positioning unit (GPS) unit. RESULTS NWI mapping (USFWS, 1989) identifies one Type 3 Shallow Marsh wetland within the subject property (Exhibit 2). The Soil Survey of Carver County, Minnesota (USDA, 1968) shows the site includes Houghton and Muskego soils, Terril loam, and Lester -Kilkenny loams (Exhibit 3). Houghton and Muskego soils are listed on the Hydric Soils of Minnesota list, revised December 1995. The DNR Public Waters and Wetlands Inventory (Minnesota DNR, 1986) for Carver County does not classify waters, wetlands or watercourses within or adjacent to the property. Westwood gathered data as described under the methodology section to determine the location of the wetland boundary. At the wetland sample point, plants were dominated by reed canary grass, cattail, jewelweed, stinging nettle, and sedge, and therefore satisfied the hydrophytic vegetation parameter. The wetland soil boring exhibited mottling within the upper 12 inches over a depleted matrix, satisfying two hydric soil indicators. Although no groundwater was detected in the soil boring, the hydrology parameter is still satisfied based on flattened vegetation, a primary indicator, and three secondary indicators: position on landscape, local soil survey, and NWI. This sample point satisfies all wetland delineation criteria. At the upland sample point, plants were dominated by reed canary grass, Virginia creeper, and American elm, satisfying the hydrophytic vegetation parameter. The upland soil boring exhibited a very dark grayish brown sandy loam with no redox features, indicating non-hydric soils. No primary or secondary wetland hydrology indicators were present. This sample point does not satisfy wetland delineation criteria. Because reed canary grass was dominant in the upland and lowland, the toe of slope was followed to delineate the wetland, keeping thistle and Canada goldenrod outside the boundary. REGULATORY ANALYSIS The wetland on the site is regulated under the Minnesota Wetland Conservation Act and Section 404 of the Federal Clean Water Act. In the project area, the City of Chanhassen and the St. Paul District of the U.S. Army Corps of Engineers administer these regulations, respectively. The Minnesota Wetland Conservation Act allows up to 400 square feet of wetland impact without wetland replacement, requires 2 to 1 wetland replacement if wetland impacts exceed 400 square feet, and requires full sequencing (alternatives analysis, wetland avoidance, impact minimization, and replacement) if wetland impacts exceed 10,000 square feet. The City of Chanhassen Wetland Protection Ordinance, revised May 24, 2004, sets specific buffer and setback requirements for wetlands. For lots recorded prior to December 15, 1992, the City requires a 75- foot structural setback from wetlands. Lot 1, Block 3 was recorded and filed with the City of Chanhassen in December of 1988. According to City staff, parking, paving, and buildings are not allowed within the Designing the future today... MIN N EAPOLIS S T. C L O U D Page 3 of 3 November 30, 2004 structural setback from wetlands. For lots recorded on December 15, 1992 or later, the City's Wetland Protection Ordinance requires a 16.5-foot natural buffer around Ag/Urban wetlands, and a 40-foot setback from the edge of the buffer. Because this lot was recorded before December 15, 1992, the City would offer the developer the option to either: (1) provide a 75-foot structural setback from the wetland edge and no buffer, or (2) provide a 16.5-foot wetland buffer and a 40-foot structural setback from the wetland buffer (i.e., a 56.5-foot structural setback from the wetland edge. In this case, the 56.5-foot setback is the least restrictive, and this option was applied in the accompanying Buildable Area Analysis, which calculated a Net Buildable Area of 1.13 acres (49,306 square feet) for this 3.01-acre parcel. In the SWANCC (Solid Waste Agency of Northern Cook County vs. the U.S. Army Corps of Engineers) decision on January 9, 2001, the United States Supreme Court restricted the Corps of Engineers' authority to regulate isolated wetlands under the Federal Clean Water Act. In this decision, the Supreme Court ruled that isolated wetlands generally do not affect interstate commerce. Therefore, Section 404 of the Federal Clean Water Act generally does not give the Corps authority to regulate fill in isolated wetlands unless the Corps demonstrates that the isolated wetlands in question affect interstate commerce. In practical terms, the SWANCC decision means that the Corps cannot regulate isolated wetlands, which include all wetlands that are surrounded by upland. A review of USGS topographic mapping and the Soil Survey of Carver County, Minnesota (USDA, 1968) suggests this wetland may be isolated from navigable waters, because its only historical link to Lake Susan, located approximately 0.25 mile south of the site, is a ravine that drains though nonhydric soils. The Corps would issue a letter of no jurisdiction for development of this lot if they find this wetland to be isolated. If the Corps takes jurisdiction over this wetland, they would require wetland replacement and would authorize wetland impacts exceeding 400 square feet under GP/LOP-98-MN (Letter of Permission B or Q. CONCLUSIONS Westwood delineated and flagged one Type 3, Shallow Marsh wetland on the Rosemount Inc. Property (Wetland A) on September 28, 2004, which encompasses approximately 29,039 square feet (0.67 acres) within the property boundary. Hydrophytic vegetation, hydrology indicators, and a hydric soil profile were all present at the wetland sample point, thus satisfying wetland delineation criteria. Wetland A corresponds to a Type 3, Shallow Marsh wetland shown on National Wetlands Inventory (NWI) mapping and hydric Houghton and Muskego soils shown in the county soil survey. Wetland A also corresponds to City Wetland #A13-5(1) in the City of Chanhassen Surface Rater Management Plan, February 1994 and is classified as an Ag(Urban. Westwood requests that the City of Chanhassen as the Local Governmental Unit (LGU) provide written confirmation that the delineated boundaries shown on the attached Wetland Boundary Map are acceptable for local administration of the Minnesota Wetland Conservation Act. This property is privately owned. This request for wetland boundary confirmation does not constitute permission to access the property without contacting Westwood Professional Services. Inc. or Westwood's Client. Please call me at (952) 906-7488 if you have questions, require additional information, or plan to schedule a field review or TEP (Technical Evaluation Panel) meeting, CC: Mr. Curt Stanton, Paine/Wetzel ONCOR International 8700 West Bryn Mawr, Chicago, Illinois 60631 Mr. Rob Bouta, Westwood Professional Services, Inc. Designing the future today... M I N N E A P 0 L I S S T. C L O U D EXHIBITS ® 2004 WesWood Professional Services, Inc. 0 _ J Lake Susan / •` �. r /f a Sowre(s): USGS DRG (Shakopee Quad, Revised 1993). Legend = Property Boundary Map Document:(P:\20041162\gis\20041162drgOtA.mxd) 10/22/2004 — 5:26:12 PM wWestwood Professional Services, Inc 7599 Anagram Drive Eden Prairie, MN 55341 952-937-5150 l • N Feet A o 1,000 2,000 Rosemount Inc. Property Chanhassen, Minnesota USGS Topography and Site Location EXMIT 1 Data Source(s): USDA FSA DOQ (2003). USFWS NWt (1989). Legend Property Boundary 0 200 Feet 400 NWI Wetlands 3 = Shallow Marsh 4 = Deep Marsh 5 = Shallow Open Water Rosemount Inc. Map Document: (PA20041162\gis\20041162nwi01 A.mxd) Property National Wetlands 10/22/2004 -- 5:26:17 PM Inventory Mapping Westwood Professional Services, Inc. 7599 Anagram Drive Chanhassen, Minnesota Eden Prairie, MN 55344 952-937-5150 1EXHIBIT 2 '92C04 Westwood Prefessional Services Inc. 4i Soils Legend KC2 = Lester -Kilkenny loams, 6-12%. slopes, eroded KF = Lester -Kilkenny loams, 25-40% slopes MK = Houghton and Muskego soils TB = Terril loam, 0-6% slopes lid tiaurca s): USDA FSA DOQ (2003), USDA/NRCS Digital Suil SurwN - Ca ,ei Co m) (19Gfi). Legend Property Boundary Hydric Soils Map Document:(P:\20041162\gis120041162soi101A.mxd) 10/22/2004 -- 5:26:21 PM wWestwood Profenional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 952-937-5150 0 200 Rosemount Inc. Property Chanhassen, Minnesota A Feet 400 Digital Soils Mapping EXHIBIT 3 02003 Westwood Professional Ser. -a- - Data Soume(s): USDA FSA DOQ (2003), WPS (2004). Legend = Property Boundary Delineated Wetland Boundary Map Document:(P:120041162\gis\20041162wet01A.mxd) 10/22/2004 -- 5:26:27 PM wWestwood Professional Services, Inc. 7S99 Anagram Drive Eden Prairie, MN 55344 952-937-5150 Feet N 0 200 400 Rosemount Inc. Property Chanhassen, Minnesota Wetland Boundary Map EXHIBIT 4 Data Sheets W Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name/Job No.: Rosemount Inc. Property/20041162 Date: September 28, 2004 Investigator(s): Westwood Prot Services — Genevieve Bolling City/Twsp. Chnahssen Wetland Identification: Wetland A County & State Carver/MN Transect Sample Point: Flag At # of Flags: Al-A17 VEGETATION SAMPLE POINT Wet side © Upside ❑ N/A ❑ Common Name (Dominants >_ 20 percent) Scientific Name Stratum % Cover Ind. Status Reed canary grass Phalaris arundinacea H 20 FACW+ Cattail T has . H 20 OHL Jewelweed Impatiens ca ensts H 20 FACW Stinging nettle Urlica dioica H 20 FAC+ Sedge s . Caress . H 20 of Dominants FAC or wetter: 100 Remarks: Overall Dominant Vegetation/Community: Cattail/Type 3, Shallow Marsh SAMPLE POINT wet side ❑ Upside ❑= N/A ❑ Common Name (Dominants >_ 20 percent) Scientific Name Stratum % Cover Ind. Status Reed canary grass Phalaris arundinacea H 20 FACW+ Virginia creeper Parthenocissus quinguefolia H 20 FAC- American elm Ulmus amertcana T 50 FACW- of Dominants FAC or wetter: 66 Remarks: Overall Dominant Vegetation/Community: American elm, Box elder, Virginia creeper, Thistle, Sumac, Canada goldenrod/Wooded upland and o n meadow HYDROLOGY SAMPLE POINT Wet side rRl Upside F1 N/A rl Primaq Hydrology Indicators Secondary Hydrology Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels X Yes Saturated, Depth (in) >24 Water -Stained Leaves No Water in borehole, Depth (in) X Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test X Assumed - Explain: one primary Drift Lines X Topographic Position and three secondary indicators Sediment Deposits X Other - Explain: NWI Type 3 X Flattened Vegetation Undetermined - Explain: Drainage Patterns Remarks: SAMPLE POINT Wet side ❑ Uo side © N/A ❑ Primary Hydrology Indicators Secondary Hydrology rol Indicators (2 required) Wetland Hydrology Present? Inundated, Depth (in) Oxidized Root Channels Yes Saturated, Depth (in) >20 Water -Stained Leaves X No Water in borehole, Depth (in) Mapped Hydric Soil, Depression Water Marks, Height (in) FAC-Neutral Test Assumed - Explain: Drift Lines Topographic Position Sediment Deposits Other - Explain: Flattened Vegetation Undetermined - Explain: Drainage Patterns Remarks: approximately 12" above toe of slope 1 W Westwood Professional Services, Inc. WETLAND DELINEATION DATA FORM (ROUTINE DETERMINATION METHOD) Project Name: Rosemount Inc. Property Job No.: 20041162 Wetland Identification: Wetland A Transect Sample Point: Flag At SOILS Mineral Hydric Soil Colors = Matrix with a Value 2 4 and a Chroma of:5 2 in mottled soils or 5 1 in unmottled soils. Sal colors measured directly below the A - horizon within the soil profile. Mottle Abundance = Few (<2%of exposed surface), Common (2-20%of exposed surface), Many (>20%of exposed surface). Mottle Contrast (matrix to redoxl = Faint (closely related hues and chromas), Distinct (differ by 1 to 2 hues and several units in chroma and value), Prominent (vary several units in hue, value, and chroma). Al Htstosol A9,10. 1-2 cm Muck S6. Stripped Matrix F5. Thick Dark Surface A2. Histic Epipedon St. Sandy Mucky Material Ft. Loamy Mucky Material F6. Redox Dark Surface A3. Black Histic S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix F7. Depleted Dark Surface A4. Hydrogen Sulfide S4. Sandy Gleyed Matrix F3. Depleted Matrix F8. Redox Depressions A5. Stratified Layers S5. Sandy Redox F4. Depleted Below Dark Surface Field Indicators of Hydric Soils (Midwest Reoionl USDA. March 1998. (A = all soils. S = sandy soils. F = loamy R elavev soils) SAMPLE POINT Wet side lil IIn side rl MIA rl Unnnnr7 Ctnil Tenn f nstar.kilkannv (name Depth inches Horizon Moist Soil Matrix Munsell Color Moist Mottle Matrix Munsell Color Mottle Abundance/Contrast Texture 10YR3/1 7.5YR 3/4 Man /Distinct Sandy loam [gfA B/A 10YR 4/1 7.5YR 414 Many/Prominent Loam Hydric Soil? X Yes No Undetermined Remarks: F4. Depleted Below Dark Surface, F8. Redox Depressions SAMPLF POINT W f amide n I1, amide nx MIA n aa,....-A c..il T...... I omor-kilknno.. In=mc Depth inches Horizon Matrix Color Munsell Moist) Mottle Colors (Munsell Moist) Mottle Abundance/Contrast Texture 0-12 A 10YR 3/2 None Sandy loam 12-20 A/B 10YR 3/1 10YR 3/4 Common/Faint Sandy loam Hydric Soil? Yes X No Undetermined Remarks: matrix chroma too high in A horizon WETLAND DETERMINATION SAMPLE POINT Wet side ® Upside ❑ NIA ❑ Hydrophytic Vegetation Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Wetland Hydrology Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Hydric Soils Present? X Yes No Does an Atypical Situation Exist? ❑ Yes' Is the area a wetland? X Yes No Remarks: Distance from Weiland Edge 5 ft. N/A 'Has the area been altered sufficiently to render the presence of Hydrophytic Vegetation, Welland Hydrology, or Hydric Soils not applicable? SAMPLE POINT Wet side ❑ Upside O N/A Hydrophytic Vegetation Present? X Yes No Wetland Hydrology Present? Yes X_ No Hydric Soils Present? Yes X_ No Is the area a wetland? Yes X_ No Distance from Wetland Edge 5 ft N/A 'Has the area been altered suficienov to render the oresence of Hvdroohvl Does an Atypical Situation Exist? ❑ Yes' Does an Atypical Situation Exist? ❑ Yes' Does an Atypical Situation Exist? ❑ Yes' Remarks: WETLAND BOUNDARY REMARKS Because reed canary grass was dominant in the highland and lowtand, the toe of slope was followed to delineate the wetland, keeping thistle and Canada goldenrod outside the boundary. 2 Revised 06/17102 ----------- D/TjTT N88°14717 W 887.10 — DfW------ POND — — 1 O _as er \ 4U5 )I TION 41\ i - * 4k R -\ I , ,44 ' r IF in T i aT 1j451 18, _82 A CRES I 95' 9 w � ell �o it 10 44 10 Lq/�Lc F�oN \ \ � p ApOB ��j�Fss/ AP f I U��ffj OF March 24, 2006 CIl[jjjllllllfik)SEN T700 Market Boulevard Mr. William Peters PO Box 147 Hamel, Green and Abrahamson, Inc. Chanhassen, MN 55317 701 Washington Avenue North Administration Minneaplois, MN 55401-1180 Phone: 952227.1100 Fax: 952.227.1110 Re: Plan review for Emerson Process Management Office Expansion, 8200 Market Blvd. Building Inspections Mr. Peters, Phone: 952.227.1180 Fax 952.227.1190 The plan review for the Emerson Office Expansion has been completed to the extent possible. Engineering The plans have been reviewed by the Inspection Division, Fire Marshal, Planning Department Phone: 952.227,1160 and Engineering Department. The plans were reviewed for conformance to the 2003 Minnesota Fax:952.227.1170 State Building Code which adopts the 2000 International Building Code by reference. Below Finance are comments and corrections related to the plan review. Phone: 952.227.1140 Fax 952.227.1110 Inspections Division - Building Park 8 Recreation Phone: 952.227.1120 Fax: 952.227.1110 1. Submit a permit application. Recreation Center 2310 Coulter Boulevard 2• Submit a SAC letter from the Metropolitan Council. Phone: 952.227.1400 Fax:952.227.1404 3. Submit the soils analysis. Planning & 4. Submit one copy of the engineered cold formed steel (exterior walls) shop drawings Natural Resources Phone: 952,227.1130 approved by the structural engineer of record. Fax: 952.227.1110 5. Submit frrestop system designs for all types of penetrations of fire -resistive assemblies. Public Works Park Road 1ne: 6. Submit the exterior envelope energy calculations in compliance with the Minnesota Phone: 952.227.1300 Fax 952.227.1310 Energy Code. Senior Center 7. Submit the Special Inspection and Testing Schedule signed by the architect, engineer, Phone:952.227,1125 owner and designated testing funs. Also provide a list of the inspectors who will be Fax: 952.227.1110 working on the project and their qualifications. Web Site www.achantassen.mn.us 8. Sheet A080. Provide specifications for hardware group # 150. 9. Sheets A203. The engineer of record must verify that the overflow scuppers are sized to prevent ponding of water which would exceed the roof design. Submit revised plans. IBC 1503.4.3. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. R Mr.William Peters Re: Emerson Expansion March 24, 2006 Page 2 10. Sheet A500 & A560. A complying guard must be provided on the landing at the base of the roof access stairs. Submit revised plans. 11. Sheets E201 & 202. Emergency lighting is required in rooms # 1034 & 2035. Submit revised plans. Inspection Division — Mechanical, contact Randy Delmer at 952-227-1192. The mechanical plans were reviewed for compliance with the 2003 Minnesota State Plumbing Code and the 2000 International Mechanical Code (IMC) as adopted by The State of Minnesota. Plumbing 12. Sheet P600. Clean outs are required on all back to back fixtures. Submit revised plans. MSPC 4715.100 & 4715.1000. 13. Sheet P700, Detail 3. A minimum of a double check valve assembly must be provided on the fire sprinkler line. Submit revised plans. MSPC 4715.2110 K. 14. Sheet P700, Detail 6. The elevator sump must be located outside of the elevator pit. Submit revised plans. MSPC 4715.1305 HVAC 15. Sheet M202E. Verify the existing gas load on the 5", 2 lb. gas line. 16. Sheet P700, Detail 4. The gas line must enter and leave the drip leg at a right angle. Submit revised plans. MSMC 408.4. Fire Marshal. contact Mark Littfin at 952-227-1151. 17. Submit the fire sprinkler plans for review. A permit must be obtained from the Fire Marshal prior to the installation of the fire sprinkler system. 18. Fire lanes must be identified with signage and yellow striping. Contact Chanhassen Fire Marshal for exact curbing to be painted and location of "No Parking Fire Lane" signs. Chanhassen Fire Department Policy # 06-1991 (enclosed). 19. Contact the Fire Marshal regarding location of the fire department sprinkler connection (FDC). 20. A fire alarm system is not required by the building code, however, if it is Emerson's desire to install a fire alarm system, it must comply with Chanhassen Fire Department Policy # 01-1990 (enclosed). Mr.William Peters Re: Emerson Expansion March 24, 2006 Page 3 Planning Department, contact Kate Aanenson at 952-227-1139 21. The development agreement must be executed. Engineering Department, contact Allison Fauske at 952-227-1164. The engineering department has approved the plans that were submitted for a building permit. Items # 4, 5 and 17 are approved as deferred submittals. These items cannot be installed, nor can associated permits be issued, until these items are submitted as requested and approved in accordance with MSBC 1300.0130 Subp. 9B. Other items must be completed or addressed as requested before a building permit can be issued. Changes to the plans made by issuing revised plan sheets must have the revision clouded and the revision date shown. Submit three copies of only these sheets being revised; one sheet must have the signature of the design professional. Changes to the plans made by Addenda, Change Orders or other methods must be submitted in a similar fashion. Be advised that other corrections may be necessary upon field inspections. Please call me at 952-227-1199, if you have any questions. Sincerely, Steven B. Torell Building Official PC: Katc Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Doug Hoese, Project Building Inspector Randy Delmer, Project Mechanical Inspector Mark Littfin, Fire Marshal Ed Coppersmith, Fire Inspector Mr. Yanak Shagalov, Structural Engineer, HGA, Inc. Mr. Leigh Harrison, Electrical Engineer, HGA, Inc. Mr. Jeffrey Harris, Mechanical Engineer, HGA, Inc. Mr. Tom Johnson, Facilities Manager, Emerson Process Management Bldg. File, 8200 Market Blvd. Enclosures: Fire Department Policies #06-1991 and 01-1990 g:\safety\insp\bld-rew/8200 Market Blvd Expansion CITY OF CHMNSEN 7700 Market Boulevard PO Boa 147 Chanhassen, MN 55317 Ane:95222711 Phone: 952227.11 W MEMORANDUM Fax: 952.227.1110 TO: Kate Aanenson, AICP, Community Development Director Building Inspections Phone: 952.2271180 Fax:952227.1190 FROM: Mark Littfin, Fire Marshal Engineering DATE: February 3, 2006 Phone: 952.227,1160 Fax: 952227.1170 SUBJ: Emerson Addition, request for office expansion on the west side Finance of the existing building located at 8200 Market Boulevard Phone: 952227.1140 Fax: 952.227.1110 Planning Case: 06-08 Park & Recreation Phone: 952.227.1120 Fax:952.227,1110 I have reviewed the site plan for the above project. The plan review is based on the Recreation Center available information submitted at this time. If additional plans or changes are 2310 Coulter Boulevard submitted, the appropriate code or policy items will be addressed. Phone: 952.227.1400 Fax:952.227.1404 At this time I have no comments regarding the site plan. However, as the building plans Planning a come in, I will address building code/fire code issues. Natural Resources Phone:952.227.1130 g:\safetyMAplrev06-08 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952,227.1310 Senior Center Phone, 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. MY OF Date: February 3, 2006 City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department By: Kate Aanenson, AICP, Community Development Director Subject: EMERSON ADDITION: Request for office expansion on the west side of the existing building located at 8200 Market Boulevard. Planning Case: 06-08 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 3, 2006. In order for us to provide a complete analysis of issues, 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. This application will be considered administratively. We would appreciate receiving your comments by no later than February 17, 2006. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 6. U.S. Fish & Wildlife 12. CenterPoint Energy Minnegasco ' , VD CHANfygSSEN �•11151111 holessional services, Inc. n..,_.b I \ I \ RicHT OF' WA Y �IGHwAY .1„ �O ba I P g for. CITY OF CHANHASSEN RECEIVED FEB 0 3 2006 CHANHASSEN PLANNING DEPT b'OPHER STALE p!E CALL �ar n<rl-ae�000: )a rr 1-eoo-l�l-Nro LEGEND C cn, _ < a ruv rar O +vrr O �m )orav P9f 8 wm rrw a nem wn O wwr wlor V mania. • wm uwui d caeca r �m curio 6 O6eC'[Re +�raWWs • necx uwo[ —� wzv O� I \ • as uvwi r vwvf umwic 9 ��O I • wu� rw� — � v� �G� F V Q I � mrtzrtv�¢ � rracea,.c LEGAL DESCW77ON PMCF11 LN I. Bb41,CFLAVHA55FN LAKES BIISINFSSPARK SECONDRWIIIIX3 �� Cvtif No.3W311 Ls1.Bb3).CNlNWl55EN LR1(E4 BUSIN64 P/.FKSECONDACDfIIOH � N cmr No. man Z' n n�r�r.rl�Trrrnr�r�rl.11.wlr.r.. �...�_ 6i.a_fyiA16 \ i n I.e4)ruc4saurum+umalaosPuuscaro.mnloN..wY.rwy Yri.i.aw.w'Rwf. QO �yQ Q n bP.wePrwrur.Prx.r.frr.sbarv.�u.c�,-W x..bzwnl �\ O ^ V I .. b^Mrr3MflaaW.rD_ y A awyvyw4fd�falMeq � narPrwar.bo.oiaor_rl-:woo � b.-nrr \ v al wYwl.r.n.r lu.ul-Wwl+yalwrwar 9pO n nr.ar+i+rs.wr.uurllr_..,la�rruwur acre_ rrrr:r�rwrr.arr a .\\ \ r!_r W_rrrye� arrr�_+.b 4rwwb..rP:n Wr . rrrarialF,:ef_ cyTaf)Y�u \ 9 i y..s!!�s•Yyif.N.Mfwa fl PTY wba}:war,rlOiryP�rra�f OMNIr29LME50.�9M1Ea V.W: POTO.�lael �• � 19 u.'w.reYarw _Y�anbiaL i�YYrwal:en<s�rraY _ �wR4f�va�tra_o�rx.ra la1.41a.NPrww�aw.yrwr uafro�alfla.orrra nrs br,.r.wY r�.tln...�uur.alvb�la�ror.lxla_P�I.)e.r. )� IU sfrrbPi.w6irrlwa�raMe Wf_IM1wI. / alY_L�rM]N�i In 41.ry�era}aw.9�waP��YiYsa.l;IfM,Ya�aLb�Y1). ML \ : � In �rrrr�wY�/.ewF_raP�rl�IP��alawn..aor.lsv! J�` • .�a D1L NI .erwYru_411_.ynYaLwa.l4w 1�lir.R141flG W f�tlly I3fiA_C�Maf11W.wYWwa.OrifL4lilwai_�r14 \ fr.ruwrr� In na �rrr n�.Luvor._ar.rl.c�uai.+.lsl.alfrbr,y LLI I.L4a.,rebarbl.brblwPrrPrwlaa�r )rPrur_�erf: YiaYYr�Prr w .m 1.I.4).�..r.a:.wP_rrw�.�arua.P.alwrlfroar n.I1sel�rMmn.�rlrburo�rx.m ml WI.4).�.wb.aiwwF��:Iwllawear P��elwlled)IeJ141BI.6af ` rran.Pm.v�x.rea.y.awr_ryfuamM�+wlrwx Rosemount, Inc. eloa u.rY.t Bo1—d Cnunnmsm. ui—.. ssln r)r,�ar�TrnP. ..wri wer.w.r.rrr.._ar a: b.a.rrw e.rr+rb� YYYaui arwrr.b.aiM.)@I W n ✓.V•� 11,1),IW AaUAf.lar11p1aTY•r.[Par r.m.l bar_awab uu ruaracnr:a:._r YWi..Y_)Y��rfY:Lwl W YYYb yu).w)m ROSEMOUNT INC. ow. 5/29/M are 1 v 1 ALTA/ACSM Land Title Survey L U M Z5 Z5.O�N •lb lZ'859 ONATI{iN PARCEL �G cn O III % 1111110 MIN x .1 \ 4 9 4 I 11111111111111 � III � DEMOLITION NOTES i�a ��« xo�ie w�ialn"io rw i:wr Y.1®1VE I0iY6 III LS1i MIIO W iOf E N T WEYILRYmO IXWWd6 1 IrO012 EB pFe\3II 0111¢ R.YI IUI .'mIAK MOegIX as � AFlC mill¢ w Yiplb4 wm M .aa �m.v'lwm`�iwriwl�` �` mu`aa mE1°elw�+�a �ry o� m�mc of ws mwn. a cvenrl misla a rmnal IIo weuwl O.R1 OII A ,A. • IIVR. 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E.mem EM R ON � Process Management Hal I l I I x t " II I I ' III I I I .I �7 I �• i I I I I REVISION HISTORY-TKS SHEET E _ I I Not fc oN CGoNs , i I LEGEND SITE DEMOLITION PLAN —M-.---fF mIa[ u/Ouwn unm —A�. �.�� NxIG+Y/VMM Ve1M1 �j� 11R-OVl-0O yE b lI JINWIY � zwr o wrewl wa.n mm vo IEuw.ew. wc. r — — I,;ONATIQN PARCEL g: (c 0 RD euunING Wc AnX)omoR rrE-sas.o EMERSON a� Process Management th n I c" Z SO �I I �I I � rn OVERALL SITE LAYOUT PLAN a ttu-0si � a sax O 2dy1!Yxt awvr 50% CONSTRUCION DOCUMENTS i C300 F- GENERAL NOTES FOR LAYOUT \. eu mmr m ow ro aw/rmu arm M we a aye uem w\wa xmm v r aw mvur �e0o oro M r� a cAt 2 !wl IO OIOEE EIFwm 1Sw M IWt�w V 091F3 a WAW 9wG E OlI11R .011n M w1A m E OW! iFEi. }If OGYLf Yn0\ M MR inl weer swn w mnE .om . owcn a 1111fFC 9/6 m E IS. a wow a\a0 w\T wrm caam Ea Rr. . rw Iam .i» w m.oe. ww�nr mvnaa. u� 0»m rc r0 0x mua vrn ffi 9 PROPOSED BUILDING ADDITION FFE=945.0 SITE STA=CS g E wPwY Po\nn w1001 way aaE.ne .c � wa r m Ewws ram \r.w .a.aar e w mm� won mas \wm sawn .n � Ea r wnN wmolwu mw aee a rt wQo® w.w a n. w1071f 6 fw OrGw w YPG \IA navrt E fn maa n eMnlo m waM 6 r1E O].U® fI YRMG 5141 0 a EME SON Process Management PARIGNG SUMMARY a aeus a rwr fow 0a ma rrw0o \� � r-r7 rr-i r �y .:© NOS FO�jON p m � 5 SEND SITE LAYOUT PLAN SOUTH rwo[ O wra�tineer xoarr wa rlK M _ w \1o2--I1�1� was wl y YyE � y�� ewwv aEr w�,iy�y�ry 23. 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Qi waaw mnxoi wcn. st wrz nr as 11eb41-00 A9 91RRN SO% C@bTRUCTMN DMHE lTS C405 O rmrwa„ wrim ee[H x0 rswwrsar M. r- 7 11 e EMERSON Process Management OVERALL SITE UTILITY PLAN i iiaz-ai-oo 5M CONSM-CRON DOCUMENTS C500 F— T 0 PROPOSED BUILDING ADDITION FFE=945.0 UTILITY NOTES FUTURE PARKING v !V v UTILITY CONTACTS rm W. aim (EMERSON Process Management ,rW;Ll% wuc SITE UTILITY PLAN SOUTH a sow 23.2M &V� dw TRUMON DDOUMEWTS C501 b 0 UTILITY NOTES .. vn� nc oma s�rz x fiu ssmi • (em) m-��ev u xouc twm m rvswc >w. or..avo� >. mm�o vmoaao unno nc awx a.wrvaa> iucam u oac �mnaz an .m � aui >w> inovu •o oarna s unno rpaw n raemnoi riv ro n>ao xw art a �. nara rrr >r mn a u auww6 u avww mmwcm. ner Dort ana mr imamnv v swrrwr xo smr ssa auemcm� au> mni sw m> a roc m�¢nwe m wmc uam srsoe anx � owu >. nvs+ a vswz ro nnva +/�xw mw raom s�s�¢ UTILITY CONTACTS �. tamwvin wnm (a�aWo-m> v oowrtawr a nwmwaa tnz)r�ziio a. on ow. p�Ugiar v on a m� tmM�Hm 4 anrcoi tmm,-am LEGEND v awr.Mr sane —<—<— v smr saw —«—«— aw arw�¢i � sae caoa�w sm smcn� vuc I EM R ON Process Management SITE UTILITY PLAN NORTH t m.. u 11R-oft-00 s.rz s iwn 50% COIb'fPUCTIOq DOQIMEM3 C502 e mvrwan x..in mw no aaw.van ac. J J r- -1 wxn oerz Ro-am w NZ Ra fr xw uo wm slafv wE a' Nx- x O 24CMLe. U11419:acall 11 1 Rrw aAzxm� SFLTIDN Bb 9xuz amw ./r (En rvm x uEcno, a norm mown pzxmlq Ez axaxc FxAn urAwc Kux ry M(Yx, TOmB 1 MOlE4 ,. MM[ 1 pnY JIMf �pxA911 wY YYn A WIIM WIOEII 9M(M£. 4lEPEl ETINC ElL4 [IC Y ,a0i[ . 1/Y CV.1®x Ax( CA(i Lf. FNOR K M0� 1 AO'AC . loom AM( EVFM xo u. Fm(u rI0N6 . iaosE A ,p• owAfew Av3r .T nvn ow1E or mviox 1. EXB of awv. Erxrcnw Pw,s ElC xvorr u xvrtn. 3 CDNCRETE LURB AND GUTTT3t L BACKFU ANC CWPACi i E ROW MT FENCE F RyRT (FNCE FA T x• w j ^^ stE Noic A� SECTION --0 SECTION N ALTERNATE vxz ar xrm91 `• CORRESPONDING NOTES RiER �'- w` E fY EiM WMSl r Rllx Bel r mm •" S-S w�K Otgc a ,uSR➢ uLL s ,. El rpE W1WM MO m610C101 YR(E x AOLOY.Z .zn niovr M of wx0 9 w m OAS , a. rn a.� z � xw er z Nw nr. xumsm w sm sAvs m E Er tY u m. tz m a. m g(®4 _ � a �� w arm � e� N 1 i W9 y.pC a a rFCf MO exRE'LD A w 6 tz xO6 El rpxi fIH9C M5t E O1MIZ M mw lr N• ♦ L 13 Y 10 y r R. rm` nYl{ � gxO Siau(� wr B( T m Qvs ANrzuu�WRiiep1 Fw waro a'xoo w mar zo• s m ,r ry r.E E M'a x�w v uor u x xor3.amc xAluw awW. 1°� r mz scm. �O1 Tq YCIfN9 6 RRR r.19E IL\OI Gw �� a� OMR Ml 5nOA0 E OfIAAWm 0 N016 .1 M l 1 l ( 6��R wa�w0 em. s,61E. MYI rROEO. n RIPRAP A OUTIFT APRO S M E(N x lV No SSDOI" 4DRAINAGE SECTON A# um i�n�waw sxo asw Eliwwl Mw �A =rza.N nxzc NIG .W NEA n M( LES MN161x SA N PW rml 6 al Y-Y Wwx O•fNx- x SIxNO�i i.IpSO WL 6 .Ny119E. Qr FwEo coiaErz BAE n PECAs wxoErz 9Aa rtx wryoi 9,0. rurz afi. Qi wM oArc smu yAiE 4AEA4D wE FWT fmi By M s a aE (ooi Ncx gtEUSI 5[CMM n Lw S12 Emt Cw51WCIKM EIOK M VIE YClnl EE W/TCi SN RAIE IBOx (w RN. m151R1Lliw ©R451 fdRlE IBAIS1xC xo�irt x® 0 Wz i/r n DRAINAGE STRUCTURE @_RLT �vElmc vEa xo >rAm Z ROCK [ONSTRUCTIDN ENTRANCE OCK FILTER DIKE) Nw:zwc Ew. No sxAlE EMERSON Process Management #I — col SITE DETAILS mx- xo. 1zY1-0{t-00 nu AS 9gw1 A/ �- QL 50%OONSTRUMON COMMENTS C900 [Insert List Name and Address of Local Government Unit Here]City of Chanhassen - 7700 Market Boulevard - P.O. Box 147 - Chanhassen. MN 55317 Name of Applicant: Westwood Professional Services, Inc. Application Number: n/a Type of Application (check one): Date of Decision: 12/1/2004 Check One: ®Approved List of Addressees: [Landowner] Rosemont Inc. ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision ® Wetland Type/Boundary Decision ❑ Approved with conditions ❑ Denied [Members of Technical Evaluation Panel] Chip Hentges, Carver SWCD Brad Wozney, BWSR [Watershed District or Watershed Management Organization (If Applicable)] Bob Obermeyer, Riley -Purgatory -Bluff Creek Watershed District [Department of Natural Resources Regional Office] Julie Ekman, Area Hydrologist DNR Wetlands Coordinator @ Ecological Services Section 500 Lafayette Road, Box 25 St. Paul, MN 55155 Corp of Engineers Project Manager @ Department of the Army, Corps of Engineers, St. Paul District ATTN: CO-R, 190 Fifth Street East St. Paul, MN 55101-1638 [Individual members of the public who requested a copy, summary only] Westwood Professional Services, Inc. Rosemont WCAD.doc - Page 1 of 2 (October 2004) You are hereby notified that the decision of the Local Government Unit on the above - referenced application was made on the date stated above. A copy of the Local Government Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0250 any appeal of the decision must be commenced by mailing a petition for appeal to the Minnesota Board of Water and Soil Resources within thirty (30) calendar days of the date of the mailing of this Notice. �n4ffrim 4t,44 Water Resources Coordinator Title 12/1/2004 Date - Page 2 of 2 Rosemont WCAD.doc (October 2004) FINDINGS AND CONCLUSIONS City of Chanhassen 7700 Market Boulevard • P.O. Box 147 • Chanhassen, MN 55317 Name of Applicant: Rosemont. Inc. prgMM Project Location: 3.01 Acres within NW 1/4 of Section 13, T113 N, R23 W on Lot 3 Block 1 of the Rosemount Inc. Property Type of Application (check one): El Delineation Decision ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision Date of Decision: December 1, 2004 Findings and Conclusions On December 1, 2004 Westwood Professional Services submitted a wetland delineation of the above site. The wetland boundary map in the wetland delineation report dated November 30, 2004 depicts jurisdictional wetland verified on -site by City staff on December 1, 2004. A survey of wetland boundaries has neither been received nor verified. MY OF CHANHASSEN By: Title: ater Reso •ces Coordinator Date: December 1, 2004 Riley Legal Advisor: Krebsbach and Haik, Ltd. 225 South Sixth Street, Suite 4320 MN 02 Purgatory 6112 3333-71400 Faxx6 2 333-6959 Bluff Creek Engineering Advisor: Barr Engineering 4700 West 77th Street Watershed District 35 Minneapolis, MNFax: 95 952 832-2600 Fax: 952 832-2601 Web Site: http//www.rileypurgatorybluffcreek.org March 1, 2006 Mr. Jeffrey Schmitt Rosemount Inc. 8200 Market Boulevard Chanhassen, MN 55317 Re: Permit #2006-04: Building Addition and Parking Lot Expansion — Emerson Process Management: Chanhassen Dear Mr. Schmitt: The Board of Managers of the Riley -Purgatory -Bluff Creek Watershed District has reviewed the plans, plan revisions submitted on February 22, 2006, and grading and land alteration permit application as submitted to the District for the proposed building addition and parking lot expansion for Emerson Process Management, the Rosemount Engineering site, in Chanhassen. The Managers approve of the grading and land alteration permit subject to the following conditions: I. All conditions as outlined in the attached General Provisions are applicable. If you have any questions regarding the conditions of the District's permit, please call us at 952-832-2600. Sincerely, Robert C. Obermeyer / BARR ENGINEERING CO. Engineers for the District proved by the Boa d of Managers Y-P G -BLUFF CREEK WATERSHED DISTRICT President Date: - 3 ` 6 — O in c: Paul Haik Mark Dillon Lori Haak7 Erik Hansen ::ODMA\PCDOCS\DOCS\246889\1 Board of Managers Howard Peterson Mark Dillon Conrad Fiskness Michael Casanova Erin Ahola Permit: #2006-04 Project Name: Building Addition and Parking Lot Expansion — Emerson Process Management: Chanhassen Approval Date: General Provisions 1. All erosion control measures shown on the plans must be installed prior to commencement of grading operations and be maintained until all areas altered on the site have been restored. If silt fence is used, the bottom flap must be buried and the maximum allowable spacing between posts is 4-foot on center. All posts must be either 2" x 2" pine, hardwood, or steel fence posts. If hay bales are used, all bales must be staked in place and reinforced on the downstream side with snow fence. The silt fence must be orange in color, which will be more evident and easier to locate for removal at the completion of the project. 2. All areas altered because of construction must be restored with seed and disced mulch, sod, wood fiber blanket, or be hard surfaced within two weeks from the completion of construction or no later than October 15, 2006. 3. Upon completion of construction and restoration of areas disturbed, the permit applicant is responsible for the removal of all erosion control measures installed throughout the site. 4. Street sweeping must be undertaken and completed on an as -needed basis. 5. At the entryway onto the site, a rock filter dike being a minimum of 2 feet in height and having maximum side slopes of 4:1 must be constructed. This rock filter dike will enable construction traffic to enter the site and also provide an erosion control facility. 6. The District must be notified in writing a minimum of 48 hours prior to commencement of construction. Upon receipt of this notification, a field inspection of the project site by the Districts engineer will be undertaken to ensure that all erosion control measures have been properly installed. Construction cannot commence until this field inspection has been completed. 7. Upon completion of the project, the permit applicant is required to complete and submit the middle portion of the attached permit, indicating that the project has been completed. Upon receipt of this application, a field inspection of the site by the District's engineering advisor will be undertaken to ensure that all areas have been properly restored and that all erosion control measures throughout the project site have been removed. 8. The Riley -Purgatory -Bluff Creek Watershed District (RPBCWD), its officers, employees and agents review, comment upon, and approve plans and specifications prepared by permit applicants and their consultants for the limited administrative purpose of determining whether there is reasonable assurance that the proposed project will comply with the regulations and criteria of the RPBCWD and other state and federal agencies. The determination of the RPBCWD that issuance of this permit is appropriate was made in reliance on the information provided by the applicant. ::0DMA\PCD0CS\D0CS\246889\1 I 9. The grant of this permit shall not in any way relieve the permittee, its engineer, or other professional consultants of responsibility, nor shall it make the RPBCWD responsible for the technical adequacy of the engineer's or consultant's work The grant of this permit shall not relieve the permittee from complying with all conditions and requirements of the permit, which shall be retained, by the permittee with the permit. 10. The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. 11. This permit is permissive only. No liability shall be imposed upon the RPBCWD or any of its officers, agents or employees; officially or personally, on account of the granting of this permit or on account of any damage to any person or property resulting from any act or omission of the pernttee or any of its agents, employees, or contractors. 12. In all cases where the doing by the permittee of anything authorized by this permit shall involve the taking, using, or damaging of any property, rights or interests of any other person or persons, or of any publicly owned lands or improvements or interests, the permittee, before proceeding therewith, shall obtain the written consent of all persons, agencies, or authorities concerned, and shall acquire all necessary property, rights and interest. 13. This permit is not transferable. The permittee shall make no changes, without written permission previously obtained from the RPBCWD, in the dimensions, capacity, or location of any items of work authorized by this permit. 14. The permittee shall grant access to the site at all reasonable times during and after construction to authorized representatives of the RPBCWD for inspection of the work authorized by this permit. 15. This permit may be terminated by the RPBCWD at any time deemed necessary in the interest of public health and welfare, or for violation of any of the provisions of this permit, unless otherwise provided in the special provisions. 16. Construction work authorized under this permit shall be completed on or before date specified above. The permittee may, in writing, request that the RPBCWD extend the time to complete the project and shall state the reason for any requested extension. 17. If dewatering is required and sump pumps are used, all pumped water must be discharged through an erosion control facility prior to leaving the construction site. Proper energy dissipation must be provided at the outlet of the pump system. ::ODM"CDOCS\DOCS\246889\1 2 LEGAL DESCRIPTION PARCEL 1 Lot 1, Block 1, CHANHASSEN LAKES BUSINESS PARK SECOND ADDITION Certificate No. 29320 PARCEL 2 Lot 1, Block 3, CHANHASSEN LAKES BUSINESS PARK SECOND ADDITION Certificate No. 20437 Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Matthew K. Brokl' John F. Kelly Soren M. Mattick Henry A. Schaeffer, III Alicia Schwartz Craig R. McDowell Marguerite M. McCarron Gina M. Brandt "Also licensed in Wisconsin 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 pax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-mail Address: sndson ck4inoxom July 7, 2006 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RECE.11YED JUL 10 2006 CITY OF CHANHASSEN RE: CEANHASSEN—:1TISC. P.ECOPDED DOCU.".4ENTS ➢ Site Plan Permit #06-08 — Rosemount, Inc. (Lot 1, Block 1, Chanhassen Lakes Business Park Second Addition) �X 171 ol Enclosed for the City's files please find original recorded Site Plan Permit #06-08 with Rosemount, Inc. concerning a 24,600 square foot office addition and an additional parking lot on Lot 1, Block 1, Chanhassen Lakes Business Park Second Addition. The permit was filed with Carver County on April 14, 2006 as Document No. T 157861. Regards, CAMPBELL KNUTSON Professional Association V S san R. Nelson, Leg Assistant SRN:ms Enclosure SCANNED Document No. OFFICE OF THE T 157861 REGISTRAR OF TITLES Iilllll II II III III hCARVER#2COUNTY,6 SOTA Ce14Fee: ME 46.00 Certified Recorded on 04-14-2006 at 11:00 PAM ❑ PM �IIIIIVIIIIIG 11111111111111Cart W. Hanson, Jr. CITY OF CHANHASSEN SITE PLAN PERMIT # 06-08 SPECIAL PROVISIONS AGREEMENT dated March 13, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Rosemount, Inc., a Minnesota corporation (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 24,600 square foot office addition as well as an additional parking lot (referred to in this Permit as the "project'). The land is legally described as Lot 1, Block 1, Chanhassen Lakes Business Park Second Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and famish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A/B--Site Layout & Grading Plan dated February 24, 2006 by HGA Architects. Plan C--Landscaping Plan dated February 24, 2006 by HGA Architects. Plan D--Utlity Plans dated February 24, 2006 by HGA Architects. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 15, 2006. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. Not Applicable with this Site Plan Agreement. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: SCANNED Jeff Schmitt Rosemount, Inc. 8200 Market Boulevard Chanhassen, MN 55317 952-949-7141 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. A. Wetlands, wetland setbacks and wetland buffers shall be preserved in accordance with the conditions of the original site plan approval. B. The delineated wetland boundary for Lot 1, Block 3 shall be shown on the plans. C. The impervious surface coverage of the lot shall not exceed seventy (70) percent because the property is located within industrial zones within the Lake Susan Shoreland District. D. The applicant shall control the crown vetch on -site, especially in the southwest corner of the site and along the southern property line, to ensure the long-term health of the woodland fringes, the buffer planting and Lake Susan. E. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. F. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. G. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. H. All trees within or near the construction limits shall be fenced with tree protection fencing before and during construction activity. I. Blacktop and sod or seed shall be installed prior to the occupancy of the building. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. (SEAL) STATE OF ME NESOTA ( ss COUNTY OF CARVER CITY OF BY: 1 4_ ^ W %-' Tho s� Furl , AND: 7*_ Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this $'4(klay of 2006, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. l ,ou, 'a. KAREN J. ENGELHARDT NOT PUBLI Notary Public -Minnesota Public -Minnesota �:.4.�My Commission Ex irea Jan 31, 2010Commission Ex ir05 Jan 31, 2010 STATE OF M04NESOTA ) (ss. COUNTY OF (' Ax-j *-m— ) _ The foregoing instrument was acknowledged before me this Q I day of fflA2C , 200bby J w 6- a/k/a Jeffrey.W. Schmitt, the Vice President/General Manager of Rosemotint, Inc., a Minnesota corporation, on behalf of the corporation. min /L� V � ! I .- ' ' i Mk" M SCHUEJ2011 Nok ry Public Wnmta Comm. E Jon 31 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CONSENT Rosemount, Inc., a Minnesota corporation, Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject pro erty owne%0�1'a(?YWNO o� urrt' DatedthisQj day of Murch 20oeuckarIV - STATE OF MINNESOTA ) (ss COUNTY OF (?Aiavx - ) � y ��he foregoing instrument was acknowledged before me this a 7 -day of 4� 20_ b �e l }re./ fore a/k/a Jel frey W. Schmitt, the Vice President/General Manager of Rosemount, Inc., a Minnesota cwrporatio, on behalf of the corporatioq. ��• Myftt PUBLIC ,1 HILLER y ' PubNC •Mhneso COMM.ram_ • 1!—Jan3l. 201Q DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CTI'Y OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authroize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 7 H. Recording. This Permit shall run with the land and may be recorded against the title to the property. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. Construction Hours. The normal constriction hours under this contract shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold hamiless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 0 �t/v � "e^� 3/7 P�fd c7 CITY OF CHANH�ASSSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter r LETTER OF TRANSMITTAL DATE 11• 1: Sue Nelson Document ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 3/13/06 06-08 Site Plan Permit 06-08 Rosemount Addition THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ® For Recording ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: Jeffrey Schmitt, Rosemount, Inc. SIGNED: V�,wL� im IvYeuwiss,(7 227-1107 SCANNED if enclosures are not as noted, kindly notify us at once. �J 40 CITY OF CHANHASSEN SITE PLAN PERMIT # 06-08 SPECIAL PROVISIONS AGREEMENT dated March 13, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Rosemount, Inc., (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 24,600 square foot office addition as well as an additional parking lot (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Chanhassen Lakes Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan AB —Site Layout & Grading Plan dated February 24, 2006 by HGA Architects. Plan C—Landscaping Plan dated February 24, 2006 by HGA Architects. Plan D—Utility Plans dated February 24, 2006 by HGA Architects. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 15, 2006. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. Not Applicable with this Site Plan Agreement. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: 0 0 Jeff Schmitt Rosemount, Inc. 8200 Market Boulevard Chanhassen, MN 55317 952-949-7141 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. A. Wetlands, wetland setbacks and wetland buffers shall be preserved in accordance with the conditions of the original site plan approval. B. The delineated wetland boundary for Lot 1, Block 3 shall be shown on the plans. C. The impervious surface coverage of the lot shall not exceed seventy (70) percent because the property is located within industrial zones within the Lake Susan Shoreland District. D. The applicant shall control the crown vetch on -site, especially in the southwest comer of the site and along the southern property line, to ensure the long-term health of the woodland fringes, the buffer planting and Lake Susan. E. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TYpe of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. F. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. G. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 2 0 0 H. All trees within or near the construction limits shall be fenced with tree protection fencing before and during construction activity. I. Blacktop and sod or seed shall be installed prior to the occupancy of the building. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. (SEAL) STATE OF MINNESOTA (ss COUNTY OF CARVER CITY OF BY: I k-7w Tho s/�A. Furl AND: ', '/ Todd Gerhardt, City Manager 11,01110 mm I► r The foregoing instrument was acknowledged before me this 6VUay of 2006, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. KAREN J. ENGELHARDT NOT PUBLI Notary Public -Minnesota My Cwixmwion = Jan 31, 2010 0 STATE OF MINNESOTA ) (ss. COUNTY OF (' ARv ) The fore oig_ ng instrument was acknowledged before me this a day of WAMO- 2001-by lieMARY M SCHKLER NotCpY PUD k Wrosoto MV Comm. E= Jan 31 2010 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 ImIns �..Imp 0 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject pro erty owned by�th Dated thia;t7 day of March , 20oe � olr c.C�°ar STATE OF MINNESOTA ) (ss COUNTY OF (Aau-�P- ) e foregoing instrument was acknowledged before me this a-i- day of WAVek 200, by --'�24-4-re./ Jc hm,-Fl- ► "A - NOT PUBLIC M ANYSCHILLER PubNc eota MWV CommJan 31. 2010 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 a a CITY OF CHANHASSEN SrM PLAN PERMrf EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authroize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and 11 L-7i 0 employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 7 0 0 H. Recordine. This Permit shall nun with the land and may be recorded against the title to the property - Remedies' Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 7. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. I„ Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property_ The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. 0 a El O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. W CITY OF CHANHARSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Rosemount, Inc. 8200 Market Boulevard Chanhassen, MN 55317 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL 3/24/06 Jeff Schmitt Site Plan Permit ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 3/13/06 06-08 Site Plan Permit for Rosemount, Inc. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ® For signatures ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Please sign and notarize the site plan agreement where indicated and return to my attention. Once City signatures have been obtained, I will mail a fully executed copy of the agreement to you for your records. If you have any questions, please feel free to contact me. COPY TO: Kate Aanenson, Community Development Director SIGNED: Kim Meuwissen, (952) 227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHATSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Rosemount, Inc. 8200 Market Boulevard Chanhassen, MN 55317 LETTER OF TRANSMITTAL DATE JOB NO. 3/21 /06 06-08 ATTENTION Tom R. Johnson, MSPE16 RE: Site Plan Permit WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings El Prints ❑ Plans ❑Samples ❑Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For signatures ❑ PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints REMARKS Please sign and notarize the site plan agreement where indicated and return to my attention. Once City signatures have been obtained, I will mail a fully executed copy of the agreement to you for your records. If you have any questions, please feel free to contact me. COPY TO: Kate Aanenson, Community Development Director SIGNED: Kim Meuwissen, (952) 227-1107 IF enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN SITE PLAN PERMIT # 06-08 SPECIAL PROVISIONS AGREEMENT dated March 13, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Rosemount, Inc., (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 24,600 square foot office addition as well as an additional parking lot (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Chanhassen Ickes Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A/B—Site Layout & Grading Plan dated February 24, 2006 by HGA Architects. Plan C—Landscaping Plan dated February 24, 2006 by HGA Architects. Plan D—Utility Plans dated February 24, 2006 by HGA Architects. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 15, 2006. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. Not Applicable with this Site Plan Agreement. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: • Tom R. Johnson, MSPE16 Rosemount, Inc. 8200 Market Boulevard Chanhassen, MN 55317 952-949-7141 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. A. Wetlands, wetland setbacks and wetland buffers shall be preserved in accordance with the conditions of the original site plan approval. B. The delineated wetland boundary for Lot 1, Block 3 shall be shown on the plans. C. The impervious surface coverage of the lot shall not exceed seventy (70) percent because the property is located within industrial zones within the Lake Susan Shoreland District. D. The applicant shall control the crown vetch on -site, especially in the southwest comer of the site and along the southern property line, to ensure the long-term health of the woodland fringes, the buffer planting and Lake Susan. E. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slp2p Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. F. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. G. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 2 H. All trees within or near the construction limits shall be fenced with tree protection fencing before and during construction activity. I. Blacktop and sod or seed shall be installed prior to the occupancy of the building. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. CITY OF CHANHASSEN ON (SEAL) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: ROSEMOUNT, INC. M Its STATE OF MINNFSOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 2006, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 3 • STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_ by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 I felW411WeIIt1930fy 9 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_ By STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20_ , by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 • CTfY OF CHANHASSEN SITE PLAN PERMU EXHIBIT "B" GENERAL CONDMONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authroize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and 21 7 employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. • H. Recording. This Permit shall run with the land and may be recorded against the title to the property - Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compflance with Laws, Ordinances, and Regulations In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 03/10/2006 11:59:47 AM Receipt No. 0004392 CLERK: danielle PAYEE: ROSEMOUNT INC ATTN: PHYLLIS MARTINSON PC09 8200 MARKET BLVD CHANHASSEN MN 55317 Site plan 06-08 ------------------------------------------------------- Use & Variance 1,060.00 Total Cash Check 618142 Change 1,060.00 0.00 1,060.00 0.00 SCANNED Rosemount Inc. • 8200 Market Blvd. • Chanhassen, MN 55317 (952) 949-5277 Check No. 618142 Date 0310912006 CHANHASSEN CITY OF PO BOX 147, CHANHASSEN, NIN 55317, UNITED STATES, ATTENTION: ACCOUNTS RECEIVABLE Vendor No. 428300 Invoice Date Description Gross Amount Discount Net Amount Paid 08-MAR-200 03/08/2006 SITE PLAN REVIEW 3-8-06 $1,060.00 $0.00 $1,060.00 CITY OF CHAN HASSEN RECEIV D MAR 1 0 2006 SCANNED ClNHASSEN PLAI INING DEPT Detach at Perforation Before Depositing Check Grand Totals $1, 060. a $0.00 $1,060.00 Page 1 of 1 NA Architecture I Engineering I Planning May 25, 2006 Mr. bob Obermeyer, PE Riley Purgatory Bluff Creek Watershed District Engineer Bari Engineering 4700 West 77th Street Minneapolis, Minnesota 55435 RECEIVED MAY 2 6 2006 CITY OF CHANHASSEN WRITER'S DIRECT DIAL 612-758-4275 Re: Building Addition and Parking Lot Expansion — Emerson Process Management, Chanhassen, MN, Permit #2006-04 HGA Commission Number 1192-041-00 Dear Mr. Obermeyer. Emerson Process Management requests approval of an amendment to the permit referenced above for the addition of 12 parking stalls, a concrete motorcycle parking pad and concrete courtyard area, as shown on the attached plan. Attached are revised Storm Water Management Calculations and sheet C401 for your review. Sincerely, 'a t ---" Erik A. Hansen, PE Senior Associate Enclosure cc: Cindy Birkholz, Emerson Lori Haak, City of Chanhassen Bill Peters, HGA s:\1100\1192\041-00\communications\correspondence\rpbc d amendment requescdoc, ys Hammel, Green and Abrahamson, Inc HGA Architects and Engineers, LLC HGA Architects and Engineers, Li 701 Washington Avenue North • Minneapolis, Minnesota USA 55401-1180 Telephone 612.758,4000 Facsimile 612.758.4199 Visit our Website: www.hga.com EMERSON, Process Management Memorandum To: Todd Gerhardt Kate Annenson Date: 16 MAR 05 Subject: Land Dedication City of Chanhassen, Rosemount, Inc. 8200 Market Blvd Chanhassen, MN 55317 From: Jeff Schmitt Tom Johnson Attached is the Emerson proposal for dedicating a parcel of property to the City of Chanhassen. This is associated with the potential sale of the owned lot at the Southwest corner of Hwy. 5 and Market Blvd. The drawing includes all data and a legal description of the parcel, Tract 2. Please review and provide any input to allow us to finalize the project. Thank You, Jeff Schmitt Tom Johnson f 02002 Westwood Professional Services. Ina Coll 48 Naors befom digging 1 GOPHER STATE ONE CALL E — \ Twin olfy Prey 661-450002 Mn. TWI Free 1-600-252-1162-1166 MNDOr �T � aamuaus irar ,rrrP�,>AY \ OF wq alID/eD]a Pe6T ® ]EIER/WEI/AWIIX£ Hdl-rANFR/o ® 1RAfPla 4 Wfl RDJr a \ - � sw-mArrsc/arxae 19 Jt1Na rsac CHq NHq \ \ \ C q T O NANGCAPHD STA # Q4T a w ® 6tS AEiFR t•C Wl£YALK c , • " U. flAG Po!£ 8 NIaRANT sss� N �`i-.. n_ O Post Wue'Ara7 eusr Iwmr wcim Lq E BUS/ q Nooa • _ — • _ • r..>_ � ualr ® wAme sumF V L/ _ �,E srR¢rt2err wAmetrANJaI[ SS P �� S//� Tj • LC�� J' _ ` ` y I ro Polsx ,row ADD/T/ON �; GM — ,, �— — — a sr _.. .: ' -.. ; +• . , _ �?^w N> �1 aacw weme �r.� ro•a umxnaum NAMIWE —nw-- .SNiiARY SfIIEIf SI09r SEIQ2 swdws '•.:. 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Closure S '�'' .: a J. .. `"' _ . •� ': — �_ — �` ^; :vvevra fin sorvey Memurtmmta NMCL Covuol I� Bouvdanes for E / � _ - : ; '+.:.� �.� • ., rW � � •, � � -. � � Ah .1� ARLTNACSM ImA Title 9urveyn" , + 6 t^ i T --- WWestwood Professional Services, Inc. ` N 4L ,e:952/— 99 Anagram ere Ed3 q Eden 9 e, 7 553i Pho93]S15o fax. 95b'93J-5822 } PrH}por: o faC Rosemount. Inc. 8200 Markel Roulevard Chanhassen, Minnesota 55317 M J W ber Ragimm Na_ 12W3- _ RUS'EI�v":0/U1 I F 1Dpil01A7r1l ALTA/ACSM i Land Title Survey P Date: NOPI HWEST LOBBY ROSEMOUNT INC. ►some is WalKinI EMERSOM Process Management 1 o: Todd Gerhardt, Chanhassen City Manager Kathryn Aanenson, Chanhassen Community Development Director Evan Rice, Faegre & Benson From: Jeff Schmitt, VP and GM Rosemount Ext: 952-949-5232 Nuclear Instruments, Inc. Date: January 24, 2005 Subject: Agenda for Discussion of Emerson (Rosemount) Property in the City of Chanhassen In connection with our scheduled meeting in your offices at 3:00 p.m. tomorrow, January 25, 2005, we have prepared the following agenda. This agenda is intended to be a guide to our discussion but is certainly non-exclusive, and I hope we will all feel free to address any pertinent issues. Backaround In addition to the main parcel owned by Emerson (Rosemount) in the City of Chanhassen (the "City") — the parcel which is the site of Rosemount's existing facility (the "Main Parcel")— Rosemount also owns a small three (3) acre parcel which sits in the southwest quadrant of the Highway 5 and Market Boulevard intersection (the "Sale Parcel"). For several years now, and at various levels, Rosemount and the City have discussed issues related to the possible donation and transfer of the Sale Parcel, and the time now seems right for us to all get together to clarify approaches, expectations, and requirements related to any potential future activity on the Sale Parcel. Contemplated Transactions At this stage, Emerson (Rosemount) envisions several inter -related and mutually -beneficial transactions (the "Transactions") including: (i) donation of the Sale Parcel from Rosemount to the Emerson Charitable Trust, an independent non-profit organization affiliated with Rosemount's parent company; (ii) dedication of a comparable part of the Main Parcel by Rosemount for addition to the City's existing park; and (iii) marketing and transfer of the Sale Parcel to a currently -unidentified third -party and use of any proceeds therefrom by the Trust for charitable purposes. Meetina Issues and Objectives: Discuss and clarify all aspects of the desired Transactions, including: • Release by City of restrictions that currently prevent the transfer of the Sale Parcel; • Dedication by Rosemount to City of three (3) acres at the western fringe of the Main Parcel, to be incorporated with and joined to the Citys existing park property; • Utilization of administrative subdivision process for accomplishing this dedication without full-blown "subdivision" and expensive, time-consuming replatting • Existing Zoning of Sale Parcel; • wetland delineation and buildable area of Sale Parcel; and • Applicable setbacks from and access to Highway 5 and Market Boulevard. JWS www.RosemountNuclear.com RNII.InfoaEmersonProcess.com mmmmm CHANHASSEN LAKES BUSINESS SECOND ADDITION SRP f I ,•SI� ` la DRAINAARE SHOWNTTHUSSEMENTS BEING 5 FEET IN WIDTH AND ADJOINING ADJOINING STREETFLIENESI UNLESS OTHERWISEDTH AND OTHERWISE SHOWN. o DENOTES FOUND IRON MONUMENT _ o DENOTES SET 1/2 INCH X 16 INCH IRON PIPE MARKED BY LICENSE NO.E612 THE EAST LINE OF THE NE 1/4 OF SEC. 14, S� 6T59"EGE. 23 IS ASSUMED TO BEAR PARK " TR 2926377� G=Ia•la'aa° _,._ PLAT FILE NO. R.T. DOC. NO. 205 Sunde Land Surveying Inc. Sheet 2 of 2 Sheets 02004 Westwood Professional Services, Inc. Ali /1 V /f —I/ \ LCT „, , STATE HIGH -- WAY NO 5 / 7Lr T �1 A---_- 1 -L-AK - — — ffi 410.00 \ / N88 141°�' 7"W gyp'V 1` / / 3.gA — — — — 887.10 — �/171Y� — _ _ � Vs N ,� 19 t 99.306^ -- -- — ` I n L \ \ \ \— as.00 \ / a 37�0.0p* ° / ke / Drainage & Utility Easement per o RS CHANHASSEN LAKES BUSINE S PARK 3 35'27' D� D 7 NA SECOND ADDIT ON r \ 4\ 2= 742.72 \ 8 46.55 O' \ I M I° / I POND \ Z / Drainage & Utility Easement per \ ♦ // CHANHASSEN LAKES BUSINESS PARK SECOND ADDIl70N -7 �l r I �lJ � ra <rJ (\ N C j \ \ \ 88 3g \ TRACT 2 \� I ✓ \1 \\ 131,199 SF \ 3.01 ACRES W \ Li r J 1 TRACT 1 34S.00 1_I� 1 t \1(1 Cj7 2387319 SF \ J` I POND 54.81 ACRES C J V. __ --Nr7aip4T o J 1 I O I '� 44746 a; n h I `\ I I \� I I�� Z O CI rl� N I � 1 ( ') `IJ I > ry" ' v \ J SSW comer of Lot 1, Block 1 LAKE I \ I hgS�H urrr �l NCO �kqs Br�sejhe \I \ po/n�HFss pq Rk \1. 1 1 \ -1- ----- N ri Drainage & Utility Easement per CHANHASSEN LAKES BUSINESS PARKF. \ SECOND ADDITION \ _ \J�I �o N873634W ----- "^e, _ g82 29 �.14_ 468.24 I N84°4124'W — SAAi 200.08 �— SUV I / . Westwood Professional Services, Inc. Rffvlvlom mow, 7599 Anagram Drive Cbarlro� Eden Prairie, MN 55344 Drawn Phone: 952-937.5150 Fax 952-937-SM Rwmd Drawfaa b7/dmc Prepared far. Rosemount, Inc, 8200 Market Boulevard Chanhassen, Mn MV O6 14O . Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 LEGAL DESCRIPTION OF RECORD Lot 1, Block 1, CHANHASSEN LAKES BUSINESS PARK SECOND ADDITION, according to the recorded plat thereof, Carver County, Minnesota. LEGAL DESCRIPTION OF TRACT 1 Lot 1, Block 1, CHANHASSEN LAKES BUSINESS PARK SECOND ADDITION, according to the recorded plat thereof, Carver County, Minnesota, except that part lying westerly of the following described line: Beginning at the southwest corner of said Lot 1; thence North 01 degrees 26 minutes 23 seconds East, assuming the southerly line of said Lot 1 that commences at said southwest comer bears South 68 degrees 05 minutes 09 seconds East, a distance of 1130.54 feet to the northerly line of said Lot 1 and there terminating. LEGAL DESCR MON OF TRACT 2 That part of Lot 1, Block 1, CHANHASSEN LAKES BUSINESS PARK SECOND ADDITION, according to the recorded plat thereof, Carver County, Minnesota, lying westerly of the following described line: Beginning at the southwest corner of said Lot 1; thence North 01 degrees 26 minutes 23 seconds East, assuming the southerly line of said Lot 1 that commences at said southwest corner bears South 68 degrees 05 minutes 09 seconds East, a distance of 1130.54 feet to the northerly line of said Lot 1 and there terminating. Lot 1, Block 1, Chanhassen Lakes Business Park 2ND Addition Chanhassen, Minnesota 0' 100 200 300 Date: 2/08/05 Lot Split Sketch 20041162SKF01.DWG street~ 1 08 1 — \ I Np � oT R/c tiT Or WAY \ PEAT oNo 10 K R LI I 6US/NESS PARK S/XTy Qjj/�� s if J— %'�'�/! %%o/V --1•z�®ts-.a�'ACRcsI\.�ttl_ 1 a - /J',0 / \- � 1�1 +� 1 �a�5�5 � /♦ �- ti �• q�I 1 Te�� I. I - ; lit • • ♦ _ _ �II I ,ai J Q 2,518, ISF r , A ACRES VICINITY MAP B ". W gootl P,o�esslaaa5nnkes. Inc. L AA114111oaIIl. HG 9I00 No,Fel Bou/ewrtl FwnCotim A,eo JJ6.956 5}11. -.- f \ �`.��'•`�•/� �_ V /-T ••tL -_�-__ • /� _-tea• _-p� F, AIE ONE ONE CALL (iOPNFR STATE G 1Mr OlT Mw ur-M-.Kmx Y. Ta nr rym-xv-nr CITY OF CHANHASSEN LEGEND RECEIVED r EB 0 3 2006 _. 0 CHANHASSEN PUNNING DEP T o- ruv rv, O mrwr e \O I e r�wa ee acmr umm � ue G(_ LEGAL DESCRIP770V eAMc¢, I IgWl. ebBb C�XASSFN uI(Ea n,rswFssenau secoxo AnotnoN mil. 1 P/3fa.1 1.2ni x ssw u¢t-seuan¢vewu gcmionoomon \\ ` v, ` n xw - na.w.it�reirt�t'T,TaYrarrbnwY�wt M. A ,.r�`Y�r LYSIXVMSI,LS 'Y®PM,: YtRyyO„ll..wY Ww.n O 0Z A Z O / n T.W RlF4fOw�.,,,.r,YnY� Z YYY� BIIO��P1..r.gV.YN / \ p„r.lrk4. r-Pr. 9O n xrr�rr�r.rYrrau,-.v+r.r.wwP.n.+n�r ..\ \ i�Y�.. �.Yr.rr.,,ari��Yror�YMyYY�.ary �+s4.-+ ��Y.�ddmx�wn�n�wnr..w.wrrr . • \ O T�14..i+law..-MIY,h0..nPs ``7v n ® �IX.bPw,Yl.ltWgt_rrHamVNwYl,4IQf P1AmP.,6 _ gtPLa.atle,YyAtPI.L�rWOlMi tol.Y,iw.�wYiyuwl.��., .Y. Wb�ra.lPt W....,q�w 11IR.q�r KPi Pq.pwrwY .y,. w.,�aAp�. 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B x.., Cf 16....1 Epq' �p pA E,A% waEs /HOK X.NBu qWM M 1'YE HC,YL 5. MIEN ,XO 2CTM5 Of iM1,EN f69XC /Y.YX f6q Qyg4R tOyg,E p«5,M O M TIEY SX�fYJ 2 BE OVERIMiID 6 q«ES Ai M Irr VMiS, uip I,m «H rA.� «rH Ax AHA v Hm LEsS «w (t,]XxaG iMY QH.,. Qi Y—Y Xr«H qO«p a0 iip/p1I T«p® WL 6 M®L�HF. Qr ram coloex ela q Rrws r�H Ors .m w/oo, so. PLAN .m,. aIEIHI, q BgILIHE Y1Y E pHA¢p �f( �BY M E%GBf 4CIKN HI (p W RL(« M B�RHAIC � rw 4W�t mlis,«mXH+ axpfyp« wilt A, ,m aqO 2 (glq(R IRYYi.0 .omAB eEo. I m XE. H• "•, I.�i� «�gE.�io u m�i1q+ Ym r ti>ar Z ROCK OOlEi'fRUCTION ENTRANCE FILTER ODCE) LVHHxc w... xo sw] EMERSON Process Management NAo u0-v GO'As SITE DETAILS =yE AS 4pM1 ]JAIIR/MI� SD% CONSTRUMON DODIMEMS C900 4 � .. t� IMS&I NNW Ak- ., ar` C Gore EMERSON gross sfi 2I�87o s sf = IuGYL. ........... .... _... ..... ... 60 I occ ---J Fire Urrier - 9 hr. Accv Fan sepao�i �h - rekjuc�c�o��j-�ta 2hkf u. 3d?.3.'3 6,ce�ion 1 3.3 I•G/��rJli r�i 4.4 (l��%ID��P-1 �l' f7�lfNiFli�CYk�. i FLOOR PLAN LEVEL ONE Po"' ` �19R-d1-99 w„ mE ,x SCHEMATIC DESIGN A201 4 EMERSON $W( e dgvre . toss 2� ? o O I- k4.;re 6%vney �! ru 1005.3.2 A- -Tyre g - 1� qoo om R 3 3 3on S� I� 7 occ, 20o FLOOR PLAN LEVEL TWO 12. SCHEMATIC DESIGN A202 r 1 � 1 �4 I � ��:^� f�lr q��,� �� °.4 �' +",Ic.w 1 —Tom.,,■ �i,., �� .vMi:- s h,:4w w.. �.I` y"�ty�� .. ��a 4 _ I 1� -.._ �� Page 1 of 1 Bill Peters From: Aanenson, Kate [kaanenson@ci.chanhassen.mn.us] Sent: Friday, February 03, 2006 10:27 AM To: Bill Peters Subject: Emerson Bill, I received your plan sets for the Emerson addition. I need you to fill lout an application there is a fee for the internal administrate review. I have attached the city application and fee sheet. There may be additional fees and letter of credit for the pending and parking lot and escrow for the the recording fees.. I will let you know. I am hoping to have our review here done within two weeks. If you have questions on the application let me. Ntp://www.ci.chan hassen. mn. us/serv/comdev/cu rplan.htm] Look for the Development Review Application and the Development Fee Schedule 1. For the review application you need to check Site Plan Review and fill out the owner applicant into etc. 2. For the Development fees you are being charged for a. & c. that is the total needed fee that needs to be submitted with the application: Site Plan Review a. Commercial/industrial districts $500 + $10 per 1000 sq. ft. of building area b. Residential districts $500 + $5 per dwelling unit c. Administrative $100 Call if you have questions. Kathryn R. Aanenson, AICP Community Development Director City of Chanhassen 952-227-1139 "Providing for Today and Planning for Tomorrow" I- 21,0o0 �? = 2 &oo 4( 0 ;6b f 1b ( 0 2/15/2006 SCAW2ED EMERSON. Process Management ROSEMOUNT' Thomas R. Johnson Facilities Manager Rosemount, Inc. 8200 Market Boulevard Chanhassen. MN 55317-9685 USA T (952)949-7141 F (952)949-7570 M (952) 292-1473 Tomfacilityjohnson@ EmersonProcess.com CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION ApDli�t Na a and Address: o ' Email: Planning Case No. 0(0—OU CITY OF CHANHASSEN RECEIVED MAR 1 0 2006 CHANHASSEN PLANNING DEFT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* SOO t 4(,,0 + %00 Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost" - $50 CUP/SPR/VACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE$ 1,Ci(o0 ra Ct_'-0-- (cIIRl`il. An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: LOCATION: 8Z00 Ma+kef Bo''i.-III2va,✓j l h� tsu /'/ih+1eS a LEGAL DESCRIPTION: Sam i4�-Y't'�.�a-�L TOTALACREAGE: 5-78z {L/ye$ WETLANDS PRESENT: X/YES NO PRESENT ZONING: REQUESTED ZONIN PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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. The documents and information I have submitted are true and correct to the best of my knowledge. Date gMa,nM Date G3pLANVormsZevelopmenr Review ApplicaGon.DOC Rev. 12/05 SCANNED Aanenson, Kate From: Haak, Lori Sent: Thursday, February 16, 2006 9:34 AM To: Bob Obermeyer Cc: Aanenson, Kate Subject: Rosemount/Emerson Addition - f I just wanted to give you a "heads -up." The Rosemount/Emerson property in Chanhassen (Lake Drive and TH 101) is coming in for an expansion and parking lot addition. Because the increase in building area is less than 10% of the total building area, the project will be handled administratively by the City. As such, it will not be going to the Planning Commission or the City Council. City staff has reviewed the plans and has provided our comments to the engineer and the architect. I know that the RPBCW D does not typically review plans until the applicant has received some sort of formal City approval However, due to these unusual circumstances, please schedule the project for review at the next appropriate RPBCW D Board meeting. If you have questions, please feel free to contact me Regards, Lori Lori Haak Water Resources Coordinator City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Phone: 952.227.1135 Fax: 952.227.1935 Email: lhaak@ci.chanhassen.mn.us C:.Ev,'AC Hithser, 8,11 he vs 11 �1z-Oy/-QD %e c � ///gAG Exhibit A Legal Description of the Donation Parcel That part of Lot 1 Block 1 Chanhassen Lakes Business Park Second Addition according to the recorded plat thereof Carver County Minnesota, lying westerly of the following described line; TO *fBE 1NSE-R TE-0 U11 D7D TA L`\'EGUT1 ON7** �. Beginning a the southwest corner of said Lot 1 • thence North 01 degrees 26 minutes 23 seconds East assuming the southerly line of said Lot 1 that commences at said southwest comer bears South 68 degrees 05 minutes 09 seconds East a distance of 1130 54 feet to the northerly line of said Lot 1 and there temrinating. 10 SCANNED City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 Date: February 3, 2006 To: Development Plan Referral Agencies From: Planning Department By: Kate Aanenson, AICP, Community Development Director Subject: EMERSON ADDITION: Request for office expansion on the west side of the existing building located at 8200 Market Boulevard. Planning Case: 06-08 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 3, 2006. In order for us to provide a complete analysis of issues, 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. This application will be considered administratively. We would appreciate receiving your comments by no later than February 17, 2006. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED If A rch i t e cl ure Eng a riny PIA OOIIIy KATE AANENSON COMMUNITY DEVELOPMENT DIRECTOR CITY OF CHANHASSEN 7700 MARKET BOULEVARD P.O. BOX 147 CHANHASSEN, MINNESOTA 55317 Hammel, Green and Abrahamson, Inc. 701 Washington Avenue North • Minneapolis, Minnesota USA 55401-1180 Telephone 612.758.4000 Facsimile 612.758.4199 Visit our Website: www.hga.com U(o -og Architecture I Engineering I Planning To: Kate Aanenson Community Develpment Director City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 From: Erik Hansen Phone: 612-758-4275 We forward the following: 10 sets of Civil Site Drawings 1 set of Storm Water Management Calcs. T r a n s m i t t a Date: February 2, 2006 Project: Emerson Process Management Office Addition Commission No.: 1192-041-00 Via: ❑ First Class Mail ❑ Direct Courier ❑ 1-Hour Courier ❑2-Hour Courier LI/ 3-Hour Courier ❑ OvernighUExpress ❑ Other ❑ Fax - Pages to follow: Fax phone number: Remarks: Copy To: Kate, a Correspondence File ❑ Contract File Please find the enclosed per your request. ❑ Shop Drawing File Also Fax To: 11 cc: Others CITY RECEIVED ❑ FEB 0 3 2006 cc: HGA CHIIINHASSENPONNINODEPT ❑ Bill Peters ❑ Linda Pederson s:\ I I00\ 1192\041-00\commtmications\transmittal\eah001 s.doc Hammel, Green and Abrahamson, Inc. HGA Architects and Engineers, LLC HGA Architects and Engineers, LLP 701 Washington Avenue North • Minneapolis, Minnesota USA 55401-1180 Telephone 612.758.4000 Facsimile 612.758.4199 Visit our Website: www.hga.com SCANNED RoofPak® � I MEA �ii� M' LC'� V 368-93-N '1''f o yi��oco I. Architecture Engineering I Planning Uni} WitJh} = 9o0a 16CS cAtg( - ca>n -bt-pCKknlnjl Recommended Clearances Service Clearance Additional clearance, A, is recommended adjacent to the cooling coil, heat, and supply fan sections. See Figure 70 Allow recommended service clearances shown in Figure on page 84 through Figure 76 on page 87to identify these 106. Provide a roof walkway along two sides of the unit for sections. service and access to most controls. Table 62: Service Clearance Figure 106:Service Clearances B - Service clearance on 4 sides except as indicated by 'A' a X c - clearance to. end of unit or end of outside hood Cooling coil, heat and supply fan service clearance kigure 107: Ventilation Clearances 24' 24 2' (51m-) lop o1 To O w Obstr� Ventilation Clearance Unit Size A B C 015C-040C 30 60 bu 045C-135C 24 �2 �2 Unit(s) surrounded by a screen or a fence: 1. The bottom of the screen should be a minimum of 1 ft. above the roof surface. 2. Minimum distance, unit to screen —same service clear- ance. 3. Minimum distance, unit to unit -120 in. 10' Overhead Clearance 1. Unit(s) surrounded by screens or solid walls must have no overhead obstructions over any part of the unit. 2. Area above condenser must be unobstructed in all installations to allow vertical air discharge. 3. The following restrictions must be observed for over- head obstructions above the air handler section: a. There must be no overhead obstructions above the furnace flue, or within 9 in. of the flue box. b. Any overhead obstruction shall not be within 2 in. of the top of the unit. c. A service canopy must not protrude more than 24 in. beyond the unit in the area of the outside air and exhaust dampers. Unit(s) surrounded by solid walls: 1. Minimum distance, unit to wall - 96 in., all sizes 2. Minimum distance, unit to unit -120 in. 3. Wall height restrictions: a. Wall on one side only or on two adjacent sides - no restrictions. b. Walls on more than two adjacent sides - wall height not to exceed unit height. 100 un Architecture I Engineering 1 Planning To: Kathryn Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, Minnesota 55317 Recipient's Phone: (952) 227-1100 From: Andy Weyenberg Phone: (612) 758-4259 We forward the following: Rooftop mechanical unit information and perspective renderings. Remarks: Please let Bill or I know if you have any questions. Thank you, Andy Hammel, Green and Abrahamson, Inc. HGA Architects and Engineers, LLC HGA Architects and Engineers, LLP T r a n s m i t t a l Date: January 13, 2006 Project: Emerson Expansion Commission No.: 1192-041-00 Via: 0 First Class Mail ❑ Direct Courier ❑ 1-Hour Courier ❑ 2-Hour Courier ❑ 3-Hour Courier ❑ Overnight/Express ❑ Other ❑ Fax - Pages to follow: Fax phone number: Copy To: 0 Correspondence File ❑ Contract File ❑ Shop Drawing File Also Fax To: cc: Others cc: HGA k:\ 1100\ 1192\041-00\communications\vmnsmitW\ajvMl.doc 701 Washington Avenue North • Minneapolis, Minnesota USA 55401-1180 Telephone 612.758.4000 Facsimile 612.758.4199 Visit our Website: www.hga.com 0 CITY OF CHONSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1190 Fax: 952.227,1190 Engineering Phone: 952.227.1160 Fax 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park A Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952,227,1400 Fax: 952.227.1404 Planning A Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952227.1310 Senior Center Phone:952.227.1125 Fax: 952.227.1110 Web site wwwdi.chanhassen.mn.us IuI013T M M.1►IDili 8 TO: Kate Aanenson, Community Development Director FROM: Alyson Fauske, Assistant City Engineer 0 DATE: February 14, 2006 SUBJ: Review of Site Plan for Rosemount Office Expansion 8200 Market Boulevard Planning Case No. 06-08/Land Use Review File No. 06-03 HGA, Inc. has submitted plans and drainage calculations for the proposed expansion of the Rosemount building, Emerson Process Management located at 8200 Market Boulevard. I have reviewed the plans and have the following comments: 1. The applicant proposes to construct a stormwater basin northwest of the new parking area. The proposed pond and all storm sewer within the site shall be privately owned and maintained. 2. The as -built information for the existing storm sewer stub on Lake Drive is conflicting — one sheet identifies this as an 18" stub, another as a 24" stub. The applicant will field verify the stub size and invert, as shown on the plans. The field verification must be submitted to the City so that the City's as -built information can be clarified. 3. The applicant is not required to obtain a grading permit since the proposed grading will be done in conjunction with the site plan. 4. The applicant must ensure that ADA parking stalls are not required in the parking area north of the proposed addition. If ADA stalls are required, the striping plan for this parking area must be reconfigured and the applicant must ensure that the pavement grade does not exceed 2% in any direction. 5. The existing parking lot north of the proposed addition will have to be reconfigured with the future parking is constructed to the west. c: Paul Oehme, City Engineer/Public Works Director G:xENG\Site PlanAlRosemount expansion 2-14-06.doc The City of Chanhassen 9 A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. TO: Kate Aanenson, Community Development Director FROM: Steven Torell, Building Official DATE: February 13, 2006 SUBJ: Site Plan review for addition to Emerson 8200 Market Blvd. Planning Case: 06-08 I have reviewed the plans for the above building addition received by the Planning Department on February 3, 2006. Following are my comments, which should be included as conditions of approval. 1. The addition is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Detailed occupancy and building area related code requirements cannot be reviewed until further information is provided. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. G/safety/sNmemos/plan/Emerson Addition Emerson Addition February 13, 2006 Page 1 MEMORANDUM TO: Kate Aanenson, Community Development Director FROM: Lori Haak, Water Resources Coordinator DATE: February 13, 2006 RE: Emerson Addition (Planning Case 06-08) Upon review of plans prepared by Westwood Professional Services, Inc. and Hammel, Green and Abrahamson, Inc., I offer the following comments and recommendations: WETLANDS Existing Wetlands Three ag/urban wetlands exist on -site. Westwood Professional Services, Inc. delineated the wetlands in July 2005. Wetland A is a Type 1 wetland located in the west central portion of the property. The wetland is dominated by reed canary grass and spotted touch-me-not. No impact is proposed for this basin. Wetland B is a Type 4 wetland located in the northeast corner of the property. The wetland is dominated by reed canary grass. No impact is proposed for this basin. Wetland C is a Type 4 wetland located in the northeast comer of the property. The wetland is dominated by reed canary grass and broad -leaf cattail. No impact is proposed for this basin. Wetlands, wetland setbacks and wetland buffers should be preserved in accordance with the conditions of the original site plan approval. A wetland delineation was performed by Westwood Professional Services, Inc. for the wetland on Lot 1, Block 3; however, the wetland boundary is not shown on the plans. The delineated wetland boundary for Lot 1, Block 3 shall be shown on the plans. LAKES The proposed project is within 1,000 feet of the ordinary high water level (OHW) of lake Susan and is therefore within the lake's shoreland district. Lake Susan is classified as a recreational development lake by the Minnesota Department of Natural Resources Emerson Addition February 13, 2006 Page 2 (DNR). The impervious surface coverage of the lot should not exceed seventy (70) percent because the property is located within industrial zones within the Lake Susan Shoreland District. Several years ago, the City installed a native buffer planting along the shoreline within Lake Susan Park. The integrity of the planting has been compromised by the migration of invasive crown vetch (Coronilla varia) from the north side of the trail to the buffer along the water's edge. The applicant should control the crown vetch on -site, especially in the southwest corner of the site and along the southern property line, to ensure the long-term health of the woodland fringes, the buffer planting and Lake Susan. GRADING, DRAINAGE AND EROSION CONTROL Drainage The applicant should provide a drawing that shows an adequate emergency overflow route for water from the proposed storm water pond to a public water body. Erosion Control Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. RECOMMENDED CONDITIONS OF APPROVAL MEMORANDUM TO: Kate Aanenson, Community Development Director FROM: Alyson Fauske, Assistant City Engineer DATE: February 14, 2006 SUBJ: Review of Site Plan for Rosemount Office Expansion- 8200 Market Boulevard, Planning Case No. 06-08 HGA, Inc. has submitted plans and drainage calculations for the proposed expansion of the Rosemount building, Emerson Process Management located at 8200 Market Boulevard. I have reviewed the plans and have the following comments: 1. The applicant proposes to construct a storm water basin northwest of the new parking area. The proposed pond and all storm sewer within the site shall be privately owned and maintained. 2. The as -built information for the existing storm sewer stub on Lake Drive is conflicting — one sheet identifies this as an 18" stub, another as a 2V stub. The applicant will field verify the stub size and invert, as shown on the plans. The field verification must be submitted to the City so that the City's as -built information can be clarified. 3. The applicant is not required to obtain a grading permit since the proposed grading will be done in conjunction with the site plan. 4. The applicant must ensure that ADA parking stalls are not required in the parking area north of the proposed addition. If ADA stalls are required, the striping plan for this parking area must be reconfigured and the applicant must ensure that the pavement grade does not exceed 2% in any direction. 5. The existing parking lot north of the proposed addition will have to be reconfigured with the future parking is constructed to the west. c: Paul Oehme, City Engineer/Public Works Director G:\ENG\Site Plans\Rosemount expansion 2-I4-06.dw Emerson Addition February 13, 2006 Page 3 1. Wetlands, wetland setbacks and wetland buffers shall be preserved in accordance with the conditions of the original site plan approval. 2. The delineated wetland boundary for Lot 1, Block 3 shall be shown on the plans. 3. The impervious surface coverage of the lot shall not exceed seventy (70) percent because the property is located within industrial zones within the Lake Susan Shoreland District. 4. The applicant shall control the crown vetch on -site, especially in the southwest comer of the site and along the southern property line, to ensure the long-term health of the woodland fringes, the buffer planting and Lake Susan. 5. The applicant shall provide a drawing that shows an adequate emergency overflow route for water from the proposed storm water pond to a public water body. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 8. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Site Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. QTNGM. rAPIanning\Ro emount m