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CAS-14_THE PRESERVE AT BLUFF CREEK - FILE 1 OF 2F ID 0 0 N U7 .r 0 e2006 Westwood Professional Services, Inc. �_TA I 0'- SA a ■■■■■■■■■■■■■ jog* ■* �■■■■� _— W Yvdtwood Profeulomi Swvlam, Inc 7099 Aneprem Ddn Eden PmM% MN 55341 PHONE 952.937.5150 fAX 952-937.5022 TOLL FREE Id06997.5150 Vje5tVJ0W www.wmWmdWmm ttt:i- I hamby aetl17 this this piu this I I I by = a mdw a7 ah«t n pe.Wan and that I am a duly 11emond PHONAL ZNGMM uodc dw lam Of tht WAN Of MlooMeIL J1 idn A. Lmmm Dehe 06/15/06 Lhamm Nm JA"= TUP ELEV.=894.0 BOT. ELEV.=891 %tN 888 EASEME 876 Prepared for. The Ryland Group % Rede,p ftEN J�UN 0 $ ?006 PL4%ft DEPT THE PRESERVE A T BLUFF CREEK 1ST ADDITION KNOW ALL MEN BY 7HESE PRESENTS' That the Ryland Group, Inc., a Maryland Corporation, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: The East Half of the Southeast Quarter of Section 22, Township 116, Range 23, According to the U.S. Government Survey thereof, Carver County, Minnesota. Abstract. CHANHASSEN, MINNESOTA This plat of THE PRESERVE AT BLUFF CREETK 1ST ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of . 20 and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated this plat, according to Minnesota Statutes, Section 505.02, Subd. 1. CITY COUNCIL OF CHANHASSEN, MINNESOTA Have caused the some to be surveyed and platted as THE PRESERVE AT BLUFF CREEK 1ST ADD/TION and do hereby donate and dedicate to the By By public for public use forever the lanes, drives, circles, way, pass and also dedicates the easements for drainage and utility purposes as shown on the plat. Mayor Clerk In witness whereof said the Ryland Group, Inc., a Maryland Corporation, has caused these presents to be signed by its Proper Officer this day of . 200 The Ryland Group, Ina COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of By. Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20. by Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, County, Minnesota My Commission Expires 03 Carl W. Hanson Jr., Carver County Recorder 20 CITY OF CHANHASSEN RECEIVED JUN 0 5 2006 CHANHASSEN PANNING DEPT Westwood Professional Services, Inc. Sheet 1 of 3 sheets By By John E. Freemyer, Carver County Surveyor Wayne Soojian, Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200_, by COUNTY AUDITOR, Carver County, Minnesota Wayne Soojian, Vice President on behalf of the Ryland Group, Inc., a Maryland Corporation. I hereby certify that the taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20 . By Notary Public, County, Minnesota By My Commission Expires Mark Lundgren, Carver County Auditor I hereby certify that I have surveyed and platted the property described on this plat as THE PRESERVE AT BLUFF CREEK 1ST ADDITON,• that this plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot, that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1, that the outside boundary lines are correctly designated on the plat, and that th =re are no wet/ands as defined in Minnesota Statutes, Section 505.02, Subd. 1 COUNTY RECORDER Carver County, Minnesota or public highways to be designated other than as shown. I hereby certify that this plat of THE PRESERVE AT BLUFF CREEK IST ADDITION was filed this day of 20 at o'clock M. as Document No. By. Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20. by Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, County, Minnesota My Commission Expires 03 Carl W. Hanson Jr., Carver County Recorder 20 CITY OF CHANHASSEN RECEIVED JUN 0 5 2006 CHANHASSEN PANNING DEPT Westwood Professional Services, Inc. Sheet 1 of 3 sheets CARVER COUNTY CAST IRON MONUMENT — I60.00 I I I I I--- 00-1 C) I I IrY�: <r> I I N 1Cj 2 N h nNUj jl\v aal zX I I WWI I (6 I QUI I w 00 I I I Q^I Qol 100--4 W I I JI I � I I mI I Q I I a I M I O\ Ci -} 0 I o,l VtiiN I V I I I I <` I I �W \) QI I � SWI mol 30l I y �aCb Fes^ 1 Ug2 --- I 7920- a w o I T I 60. I I I I I I PLAT FIL THE PRESERVE A T BLUFF CREEK C.R. DOCENO. 1ST ADDITION A I1n/ 4 / n /l r- T/ lr-n, r I VYY. I / `r vi IF7L- :.)vv. , / `r ...'L_v. N01 °05'17"E 2629.71 1558.61 Found iron p0� 64.56 71.99 = _ EAST LINE OF THE — 3 Pipe LSJ/198 126 16 a46 04" „ s3� \ \� ao/�J \ \ �� 874.: E. 1/2 OF THE SE ps9 6°2543 W �S \ �> > ods- \''oTsT�o" R=660. 00 1/4 SEC. 22 C8•�53 Rod\ a�) AOR o��so� �s F-0 41'07" �a 5 2s s Q\Sa° C.B.=S31 56"14""W R a� 4 a6 6 oti° ei� ha 3 7 osis RSR9\ n 0 O ki 2 1\5' O/h 9 ssr p o Tr 8 �srn O) 3 p 3 �2o Ae 0 "7 c 5' e� k1 a 55° o Z� 00 a5J 006P�, h G� vv 55' h o° ti ah , N_ V// V I I The west line of the East Half of the Southeast Quarter of I I Section 22, Township 116, Range 23, Carver County, I i I I Minnesota, is assumed to bear S01 °06'07"W. O Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron monument found and marked by License No. 23021 unless otherwise indicated. No monument symbol shown at any statute required location indicates a plat monument that will be set, and which shall be in place on or before the 15th day of July, 2007 FA _ C 6 5 7 4 8 3 5 9 10 n OUMOT A 2 4 i 10 1 2 11 5 6 1213 14 1+7 15 6 7LL- 4 / ZN� 3 g 5 144.52 S08N13p W Og E' S05008'38"W 0 2°�° h 1 Z. ISS / O a6 oa 10[ c� 86° 3g0 — S 03°26 53'W >23.00 ---40. L70 ao 5 \ S8603 -3107"E CO J 6 W` '10.00 7 CL J o SO3 26 53"W N c_ o� LTJ y 60.00 S03°26 53"W 2561.47 S01006'07"W 2621.47 (Al r- ,^r- Q / e ^r- rV• , / L V/ I r7L_ �r 100 0 100 200 300 Scale in feet 10 16 11 `� 55 0318 55 14 1g 31,.E 522 WEST LINE OF THE — E. 1/2 OF THE SE. 1/4 SEC. 22 1 1� STONE MONUMENT Westwood Professional Services, Inc. Sheet 1 of 3 sheets L�N 0 ZN� �� rte; JW ISS c� ao CO J CL J c_ LTJ Westwood Professional Services, Inc. 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I N Q N I I I r \'�oB4O?4ss f ?BOO O� O \ \ \ N68O`�60j� jCl o I I I I I \ 33gB ^'270LU ?¢ \ y I 1 0l II I h I 63�8� s3e'Og4 \ �� / '0-23.�003"W ll o f 2 =W I I 1 s 9 N �W 40_7.20 72°s�. o ^o 63 OS03°26 53"W �v° o I I �i I ^I I 51.03 41.03 -1000 ?Rs`�F 6`'Oe J I ro l I 6 0 l I w a 7 I 36852 L\ �I I �I I i M �- s3Og J I ° I I M �I I 60 O 60 120 160 s3°e\ J L J Scale in feet - 57.5�1 2 2 \ \� \ \� n r0_g°5'0\ \ \o, 12 \� ��_ °3 I \ \ 0 1/ \ V6\ II Iw 10 \ \\N \ \o 0O s�ro 1 Im \\ \^ \ \q� I226 5g6 Drainage and Utility Easements are shown thus: II I1 o ; \� i 12.26 2019 31..E 52 5 L___ I� 72.2s I I I I I035'26"E 144.52 I I I I o I I o I I ^ -----_--J-------J L -------` I+ ------__ (No Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. The west line of the East Half of the Southeast Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, is assumed to bear S01006'07"W o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron monument found and marked by License No. 23021 unless otherwise indicated. No monument symbol shown at any statute required location indicates a plat monument that will be set, and which shall be in place on or before the 15th day of July, 2007. Westwood Professional Services, Inc. 3 of I I 1 I I F I I Engineering • Planning • Surveying I'FRA McCombsFrank Roos Associates, Inc. February 28, 2003 Ms. Kathryn R. Aanenson, AICP Community Development Director City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317-0147 Subject: Proposal to Prepare AUAR Dear Ms. Aanenson: The City of Chanhassen is at an exciting juncture in its history as it plans for development of 650 acres within the city's 2005 MUSA area. As the Regulatory Governing Unit (RGU), the City of Chanhassen is in position to plan and guide this development in a manner that best meets the needs of the community at large. The Project Team of McCombs Frank Roos Associates, Inc. (MFRA), Benshoof & Associates, David Braslau & Associates, and Archaeological Research Services is excited to present this proposal to prepare an AUAR for the City of Chanhassen. Our four firms offer Chanhassen proven experience in working together to prepare environmental documents. Contact information for this proposal is given below: Mr. Alan Duff, Environmental Planner 15050 23d Avenue North, Plymouth MN 55447 Phone(763)476-6010 FAX (763) 476-8532 E -Mail = aduffrmfra.com Thank you for your considering the MFRA Project Team for this exciting project. We look forward to hearing from you soon. Sincerely, VRoosl. Alan J. Duff President Environmental Planner 15050 23rd Avenue North • Plymouth, Minnesota • 55447 phone 763/476-6010 • fax 7637476-8532 e-mail: mfra®mfra.com I 1 2. Key Environmental Assessment Projects Project Location Date Develop. Type Size Timeframe Collabrat. 3 Key Name Description acres Firms Staff Rivers Edge St. Paul 2003 Mixed Use AUAR 667 hi progress MFRA Roos Park (Review) Olness Greenfield Bruggeman Big Lake 2002/3 Mixed AUAR 235 5 months MFRA & Duff Homes Residential Benshoof O'Connell Terhaar Oxbow Brooklyn 2002 Mixed Use AUAR 171 6 months MFRA Roos Commons Park O'Connell Braslau Shenandoah Shakopee 2001 Commercial AUAR 187 8 months Braslau Braslau Business Park Genstar Apple 2001 Mixed Use/ AUAR 240 5 months MFRA & Gair Valley Mining Benshoof Greenfield Benshoof Mississippi Lake City 2001 Golf Course AUAR 823 9 months MFRA & Gair Jewel Community ARS Harrison Woodbury Woodbury 2001 Residential AUAR 1,700 10 months ARS Harrison East Confidential Hinckley 2002/3 Commercial EAW 900 hi progress MFRA & Duff & EA Benshoof Benshoof Bopray Arbor Creek Otsego 2003 Single EAW 209 In progress MFRA Olness Family Bopray Kittredge Otsego 2003 Mixed Use EAW 123 In progress MFRA Duff Crossings Bo ra Pine Tree Anoka 2003 Residential EAW 156 In progress MFRA Bopray Ridge River Olness Confidential Baxter 2003 Commercial EAW 34 In progress MFRA & Olness Benshoof Goldstein Hassan Hassan 2003 Industrial/ EAW 40 In progress MFRA Olness Sand -Gravel Township Mining Review Goldstein Heritage Carver 2003 Mixed Use EAW 78 In progress MFRA Olness (Review) Roos Dakota Hastings 2002 Commercial EAW 45 4 months MFRA Bopray Summit Industrial Rogers 2002 Industrial EAW 77 4 months MFRA & Duff Park K'ellhau Bopray Lyman Hastings 2002 Mixed EAW 125 4 months MFRA & Duff Development Residential Benshoof Bopray Terhaar National 3 Sites in 2001 Fed. Park EA 15 6 months MFRA Duff Parks Wisconsin Properties Bopray Service 3. Multi -firm Collaboration MPRA, Benshoof, Brauslau and Archaeological Research Services (ARS) have teamed together to prepare numerous environmental reports, as shown in the table of environmental projects on the previous page. Our firms have demonstrated strong credentials for being able to work together within tight timeframes under limited budgets to prepare environmental reports that not only meet public scrutiny, but also bring together a range of interests to meet a common goal. One key element of our joint success is how we communicate project expectations upfront before getting started on any environmental review. Project expectations that we share upfront in a project include: timeframe for deliveries, including several intermediate steps; critical aspects of the project; the interests and intentions of both the municipality and developer; and budget. Another key element in our working partnership between our Project Team is our ' understanding of the technical expertise that different individuals bring to our Project Team. Below is a summary of the expertise of the key professionals for this project: I • Professional Planners: Mike Gair, ASLA, is a Land Planner with 29 years of experience in land planning throughout MN. Alan Duff is an Environmental ' Planner with 14 years' experience preparing environmental reports and currently serves as an Environmental Officer for the US Army Reserves six -state area and Planning Commissioner for the City of Apple Valley. Cindy Olness, AICP, is a ' certified planner with 10 years of experience in municipal and parks planning. • Traffic, Air Quality and Noise: Jim Benshoof, P.E. and Ed Terhaar, P.E., from Benshoof, combined offer 45 years of experience in preparing traffic reports for a range of projects, including many sites in Chanhassen. Dr. David Braslau, P.E. offers 40 years of experience in noise and air quality expertise. ' • Natural Resources: Kathy O'Connell, ASLA, is Senior Landscape Architect with 21 years' experience in site design involving sensitive environmental considerations. Kelly Bopray, P.S.S., is a licensed Professional Soil Scientist ' with 17 years of experience in characterizing soils, wetlands and landscapes for suitability for development and environmental impacts. Christina Harrison is an Archaeologist who offers 30 years of experience in cultural resources, including several projects in Chanhassen. ' • Professional Engineers: Jeffrey Roos, P.E. is a professional engineer with over 30 years of experience in municipal engineering. Roger Larson, P.E. is a professional engineer with over 30 years of experience in water resources and municipal engineering. Rick Seifert, P.E., is a professional engineer with eight years' experience in the design of municipal infrastructure. 1 I F I I 11 [1 I 4. Unique or Unexpected Issues Based on comments listed in the city's RFP, and our field review of the 650 acres in south-central Chanhassen, it is our opinion that the following items will be important to site planning around this aesthetically -pleasing property: • Wetlands and other natural resources; • Transportation planning, including associated noise and air quality considerations; • Archaeological investigations; and • Engineering for utilities and storm water management. It is our belief that this final AUAR document shall not only pass public review scrutiny, but should also be considered a critical planning document for identifying preferred site plan opportunities and limitations for various land uses. Some of the more unique or unexpected issues that our Project Team has encountered during the preparation of recent environmental reports include the following: • City of Carver — Complicated road designs involving interchanges for Highway 312 have resulted in review of several different unique designs. Confidential Hinckley Project — Project involves rerouting an interstate interchange as well as unique boundary considerations affecting federal, local, tribal and cultural impacts to the overall scope of work. Benshoof is currently involved in considerable analysis of alternatives to determine the best location, access spacing, and roadway network configuration for the interchange. • City of St. Paul Park — Unique annexation boundary controversies that have been legally challenged on several levels. • National Parks Service — Discovering stained soils during field visits and leaking underground storage tanks during regulatory investigations that required Phase 11 investigations and remediation. • City of Big Lake —The protection of rare blanding turtles using DNR -guided mitigation measures during site development and long-term use. • Several Projects — Working with limited planning guidelines to properly guide site development. • T.H. 212 EIS Corridor Study— All of the firms supporting MFRA on this project have undertaken various studies of this corridor over the past dozen years. I 5. Challenging Situations ' Based on our experience, it is our belief that there are two primary challenges to preparing environmental documents: technical and political. The key to responding to technical challenges has been to effectively communicate the impacts of the technical issue in a manner that can be best understood by interested stakeholders with varying degrees of overall project understanding. Part of this process involves consensus - building through planning and communications during every step of the project. Although technical considerations can be challenging, we have found that political, or people -oriented, factors can represent the most significant challenges to a project. Perhaps the most politically challenging project encountered by MFRA was the preparation of an EAW for the City of Plymouth in the mid -1990's for a several hundred acre development. The EAW for this project was initiated in response to more than 1,000 petitions being filed to request this review. ' The Plymouth site proposed multi -family housing to be located between single-family housing and a heavily -wooded regional park with several DNR -protected wetlands. MFRA presented the EAW in a manner consistent with our company motto "Building ' Relationships while Developing Communities. " The following results came out of this EAW process in Plymouth: • City accepted the Mitigation Plan and Recommendations as factually accurate and politically acceptable. • Two of the Recommendations were later codified into the City's Zoning Ordinance for future city developments, including wetland setbacks and the lengths needed for health, safety and welfare for cul de sacs. • Two of the petitioners ended up being elected to City Council following completion of this project. 6. Why MFRA is Uniquely Qualified 1. MFRA is the only MN -based firm that offers Chanhassen a company portfolio that represents a blend of public and private clientele, allowing us to best meet the goals of the community while understanding the needs of the development field. 2. Award-winning planning credentials, including recipient of 4 MnAPA Planning Awards for the following recent achievements: Comprehensive Park, Trail & Open Space Plan (City of St. Michael, 2001); Public Education Award (Hassan Township, 1998); Designs for "Great Places to Live" (Willows of Aspen, Brooklyn Park 1998); and Consensus -Building (Burnsville/EKS Mine & Landfill PUD, 1995) 3. Extensive experience by our Project Team in working together to prepare a range of environmental documents, as demonstrated in our response to question number 2. 4. Proven history of serving as a consensus -builder between communities and ' development, as supported by our company tagline "MFRA — Building Relationships while Developing Communities. " 5. Proven ability to meet stringent timeframes for preparing environmental documents. 6. State -recognized leader in Smart Growth engineering, as demonstrated when CEC/M solicited MFRA to prepare an article on the engineering challenges faced during the development of Smart Growth sites (Spring, 2002). 7. Ability to offer Chanhassen a new, fresh perspective with a Project Team that offers arguably the most experience in preparing AUAR's in the state of MN over the past several years. 8. A Project Team that has proven experience working together with all the technical capabilities necessary for this project, including planning (both public and private land development), traffic planning and engineering, air quality and noise analysis, architectural, civil and environmental engineering, land surveying, parks and recreation expertise, and natural resources experts. 9. Project team who is excited to serve the City of Chanhassen for this important project. 10. Proven experience, as illustrated by a few recent client testimonials: "Cindy has been very attentive to our needs, including E.A.W. reviews related to bluffs and density considerations. " Jim Ehnquist, Carver City Administrator. "I can objectively state that Mike Gair is the best overall land planning consultant I have ever worked with. " Stephen Ryan, Executive VP, Lyman Development Co. "Your firm excels in customer service. " Louise Fuhol, Isanti City Council. !J I I I [1 1 I I I I 1 I I 7 & 8 Plan of Action & Tasks Project Understanding It is our understanding that the City of Chanhassen desires to prepare an AUAR that will: 1) meet EQB requirements; and 2) provide conceptual planning tools that guide development in a manner that is least intrusive on the environment and best accentuates the land's amenities. The AUAR should provide general characteristics for the property, with the exception of the Town & Country 80 -acre parcel, including more detailed information (i.e., wetland delineation, tree inventory, site designs). Tasks The MFRA Project Team has identified 5 specific tasks necessary to complete this project. Each task also includes the number of weeks estimated to complete that task. In order to complete this project in an expedient manner while ensuring sufficient Steering Committee and public review, it is our intention to work on two tasks or more simultaneously, when possible, to complete this project in approximately 5-6 months. 1. Site Design (4-6 weeks) This task includes Meeting #1 with City Staff and the Steering Committee to review the Environmental Features on the site. Prior to the meeting, MFRA will collect relevant site information, including Wetlands Inventory, Highway 212 Site Plans, Town & Country development site plans, and other necessary information for preparing the AUAR and associated site designs. This task will also include a field review by key Project Team members and the beginning of letter submittals to key state agencies for their comments on the proposed development (i.e., SHPO, MPCA, DNR, etc.). At the meeting, the primary focus will be to discuss site design options and considerations that minimize environmental impacts, including: • Prioritizing what environmental amenities to preserve and relate to associated land uses (i.e., trees for residential, rolling hills for parks, etc.). • General goals for the quantity of acres associated with the various land uses. • Initial conceptual ideas for the siting of primary land uses (i.e., residential, commercial, industrial, parkslopen space and municipal structures). • Identify factors that are critical for ensuring compatibility with adjacent land uses. The goal of Task #1 is to prepare 3 Concept Plans that meet the objectives listed in the bullets above and can be used for analysis in the AUAR product. 2. Analysis oflmpacts (8-10 weeks) The primary objective of the AUAR is to define project alternatives and the associated impacts from each potential development. Although any question may become a "hot" issue, the following questions appear to be the most critical for this project: 6) Site Description - Concept plans and infrastructure designs that show three options. 10) Cover Types — Clearly identifying the levels of soil disturbances for each option. 16) Erosion & Sedimentation — Levels of grading impacts for various scenarios. 17) Stormwater Management — Designing drainage around various challenges. 21) Traffic — Trip generation data is critical to assessing design impacts. 24) Odors, Noise and Dust — Noise impacts from hwy. interchanges will impact options. 26) Sensitive Resources — Phase I cultural resources survey to identify historic findings. Mitigation Plan — Will be submitted with Draft AUAR to help facilitate more feedback. Towards the end of this Task, Meeting #2 with the Steering Committee will be held to discuss infrastructure considerations that impact development (traffic, sewer & utilities). The purpose of this meeting is to clearly define the engineering challenges associated with each alternative in a manner that minimizes land disturbance and maximizes value of the natural amenities. The primary goal of this task is to identify and quantify the impacts of each alternative in a manner that can be readily understood by the public and can withstand reasonable challenges. 3. Present Draft AUAR (6-8 weeks —includes 4 weeks for public review) The MFRA Project Team will present the Draft AUAR to the Chanhassen Planning Commission in Meeting #3. The purpose of this presentation is to review the three site design alternatives and their associated impacts; solicit comments regarding any information that they find incomplete, inaccurate, or confusing; and earn their support for recommending approval from the City Council for adoption of the Draft AUAR for submittal to the EQB and other stakeholders/agencies in the distribution list. Goal is to present and defend the Draft AUAR as a document that receives support from the Planning Commission and City Council for public distribution. 4. Final AUAR (4 weeks) Following completion of the public comment period, MFRA will prepare three items to help communicate the comments received and the responses relevant to these comments: • Summary of Comments Received • Changes made to Draft Document • Redistribution of Final AUAR document for final comment period The goal of this task is to ensure that public comments are responded to in a manner that adequately addresses the concerns given, while best meeting the broader -level goals of the project. 5. Project Management (ongoing throughout the project) The project management goal for this project is to ensure that information is distributed to the range of technical experts in a timely manner so that analysis can be provided on schedule and within budget. Project management responsibilities also include moving the AUAR product through the public review process in a timely, respectful manner that fosters sufficient public scrutiny. 9. Fees & Schedule The MFRA Project Team proposes to provide the professional services required for this AUAR document for a lump sum of $140,000.00. This cost would be separated at approximately $90,000 for the AUAR document (city cost) and $50,000 for the EAW component of the project (Town & Country portion of property). This overall project fee estimate is based on: • 800+ hours for MFRA staff for site planning, engineering, environmental, and project management; • $40,000 for traffic planning and engineering (Benshoof & Associates); • $15,000 for noise and air quality analysis (Braslau & Associates); and • $4,500 for cultural/archaeological investigations (ARS). The deliverable products will include: • 3 Concept Plans (Alternative site designs); • Draft AUAR & Mitigation Plan, including an attached Traffic Report, Air Quality Report, Noise Report, and Phase I Cultural Resources Inventory. The 80 -acre portion of the property will include a Tree Inventory and Wetlands Delineations; • Preliminary Engineering Plans that address infrastructure, grading, and stone water management components of each alternative; • Final AUAR and Mitigation Plan; prepare final document in response to public comments, including Summary of Comments Made, Changes made to Draft document, redistribution of the final document; • 3 meetings, two with the Steering Committee and one with the Planning Commission, as defined in the scope of work; and • Project management, including copying and distribution of up to 50 copies of both the Draft and Final AUAR documents. In order to complete the Final AUAR document by July/August, 2003, the following aggressive schedule is presented for ensuring timely service while maintaining adequate or required periods of public comment: Task 1, Site Design (4-6 weeks) = March/April Task 2, Analysis of Impacts (8-10 weeks) = April - June Task 3, Draft AUAR (6-8 weeks) = June/July Task 4, Final AUAR (4 weeks) = July/August Task 5, Project Management = throughout entire project I ' Matt Goldstein, AICP, Planner — Planning Support David Heinrichs, Soils Technician — Field Support for Natural Resources Inventory 1 Benshoof Staff ' Jim Benshoof, P.E., President — Principal Traffic Engineer Ed Terhaar, P.E., Vice President — Traffic Engineer ! MFRA Project Team Resumes 1 Dr. David Braslau, P.E., President — Noise & Air Quality Analysis 1 MFRA Staff ! Alan Duff, Environmental Planner — Project Manager ! Jeffrey Roos, P.E., President — Principal Civil Engineer Michael Gair, ASLA, Senior VP of Planning— Principal Planner Cindy Olness, AICP, Senior Planner — Senior Planner & Coordination Support 1 Kathy O'Connell, ASLA, Landscape Architect — Site Designer for Conceptual Plans Kelly Bopray, P.S.S, Soil Scientist — Wetlands & Natural Resources Specialist ! Danielle Sanborn, Landscape Architect — Graphics Support for Site Designs ! Roger Larson, P.E., Civil Engineer — Stormwater Engineering Rick Seifert, P.E., Civil Engineer— Utilities Engineering 1 Theresa Greenfield, AICP, Senior Planner — Planning Support ' Matt Goldstein, AICP, Planner — Planning Support David Heinrichs, Soils Technician — Field Support for Natural Resources Inventory 1 Benshoof Staff ' Jim Benshoof, P.E., President — Principal Traffic Engineer Ed Terhaar, P.E., Vice President — Traffic Engineer ! Braslau Staff Dr. David Braslau, P.E., President — Noise & Air Quality Analysis 1 ARS Staff ! Christina Harrison, Director for ARS — Cultural Resources Inventory 1 1 ! u I RA Alan Duff Environmental Planner Overview of Professional Qualifications ' Alan Duff is an environmental planner with 14 years of experience in the planning and implementation of environmental projects. Mr. Duff's experience includes projects involving environmental assessments, solid waste management, water resource planning, and environmental ' compliance. He has an advanced degree in urban planning with an emphasis in environmental planning. With an additional 21 years of experience in the U.S. Army Reserves, Major Duff currently serves as an Environmental Officer for the 88`s RSC. In addition to his civilian and military ' experience, he has presented more than a dozen papers to the environmental profession and currently serves as a Planning Commissioner for the City of Apple Valley. I I 1 I Project Experience Alan's experience includes the preparation of numerous environmental audits, including EIS, EAW, and Phase I environmental assessments. Examples of this experience include: • Alternative Urban Areawide Review (AUAR) —Project management or support for a half dozen AUAR documents, including mixed-use, commercial and residential developments. • Environmental Assessment Worksheets (EA W) —Preparation or management of more than 25 EAWs, including mixed-use, residential, commercial, industrial, and recreational projects. • Environmental Impact Statements (EIS) — Technical input or public relations support for more than a dozen EIS reports for the siting of controversial facilities. • Phase I Environmental Assessments —Preparation or management of more than 50 Phase I assessments for the transfer of industrial, commercial, residential, mixed-use, and unknown -use properties. Experience includes project sites in more than twenty states. Professional Affiliations • American Planning Association, Minnesota Chapter • Sensible Land Use Coalition • Toastmasters: President Vice President leadership positions for more than 8 years Education M.A., Urban and Regional Planning. Mankato State University B.S., Political Science. University of Wisconsin at LaCrosse Jeffrey J. Roos, P.E. RA Civil Engineer President Overview of Professional Qualifications Jeffrey Roos is a registered civil engineer with over thirty years of professional experience in the planning, design and implementation of public improvement projects. Mr. Roos's experience includes tenures on staff as Utilities Engineer for the City of Bloomington and City Engineer for the City of Brooklyn Park, and as a consultant has served as the designated City Engineer for several communities. In addition to his engineering undergraduate degree, he obtained a Masters Degree in Business Administration, with a curriculum which focused on public finance and construction management. Project Experience • Municipal public improvements in the following communities: St. Michael, St. Paul Park, Mound, Excelsior, Blaine, Elk River, Cottonwood, Dassel, Annandale, East Bethel, Garfield, Carver, Clarkfield, North Oaks, Wood Lake, Dawson, Bloomington, Brooklyn Park, Isanti, and Chanhassen. Projects typically include concept plans, feasibility reports, public meetings, detailed plans and specifications, construction management and assessment rolls. • Municipal Major Comprehensive Planning Projects — Example projects include Northwest Area Sewer Study for the MWCC, Comprehensive Land Use Plan for North Oaks, Comprehensive Storm Drainage Plan for Brooklyn Park and many comprehensive utility plans and capital improvements programs. Other Governmental Agencies' Improvement Projects — Project Manager for other improvement projects including Camp Ripley Rehabilitation Project for the Department of Military Affairs, T.H. 13 Reconstruction Project in Waseca for MnDOT, and Mississippi Riverfront Park Improvements for Anoka County. Professional Affiliations • Consulting Engineers Council — Peer Reviewer for other engineering firms throughout U.S. • Minnesota Society of Professional Engineers • Minnesota Public Works Association • Rural Water Association • City Engineers Association of Minnesota Education M.B.A., College of St. Thomas Bachelor of Civil Engineering, University of Minnesota I RA Michael J. Gair, ASLA Executive Vice President Overview of Professional Qualifications ' Mike Gair has 29 years experience in real estate development, land use, zoning and site design. Mr. Gair's expertise is in developing site design concepts, land planning, and implementation strategies. His knowledge, experience and approach produce successful outcomes. Mr. Gair is committed to 1 unyielding client interest advocacy in the areas of real estate development, zoning, land use, redevelopment site design and the approval review process. ' Project Experience: Mr. Gair has undertaken Residential Master Community Planning from concept plan through preliminary plat and design phases, including regulatory review for numerous types of land ' development. Examples of his public sector projects include: • Woodbury Interlachen Lake Park and Open Space Plan ' Comprehensive Park and Trail Plan Tamarak Nature Preserve and Management Plan ' • Richfield • Savage Veterans Park Master Plan Comprehensive Park and Trail Plan • Burnsville Rudy Kraemer Nature Preserve Plan • Anoka Anoka -Hennepin Technical College Planning Study ' • Hassan Township Land Use Plan • Stillwater Township Land Use Planning Studies • St. Croix County Government Center Master Land Use Plan • Burnsville Sunset Lake Master Development Plan • Blaine Industrial Park Master Concept Plan ' • St. Michael Downtown and Town Center Planning Education t Bachelor of Landscape Architecture with Distinction, University of Minnesota Continuing Education Credits, Real Estate Development Harvard University Graduate School of Design, Professional Development Courses, t (Annually 1990-2002) Harvard University, Institute of Affordable Housing, Design and Finance I 1 1 1 1 1 1 Cindy Olness, AICP Senior Planner Overview of Professional Qualifications Cindy Olness is a Certified Planner with 10 years experience in municipal and private planning. Her experience includes two years as a Planning Director of a seven -person planning department for a coastal county in Georgia that required extensive historic preservation measures, open space planning, and transportation planning. Cindy is certified by the American Institute of Certified Planners (AICP). She also offers strong communication skills, both verbally and written. 1 Specialized Project Experience Cindy has coordinated numerous planning projects for communities desiring to actively choose their growth patterns to enhance sense of place and preserving their unique natural features. Her 1 experience includes: • Environmental Planner - Prepared and reviewed a range of environmental documents, 1 including Alternative Urban Areawide Reviews (AUAR) and Environmental Assessment Worksheets (EAW) for commercial, residential, and mixed use properties, ranging in size from 100 acres to 667 acres. 1 • Open Space and Recreation Planning — Implemented St. Louis River Management Plan including land acquisition program and protection of natural resources. 1 • Transportation Planning— Serves on the Study Advisory Committee for the TH 41 Over the Minnesota River Crossing Scope Study. 1 • City Planner — Serves as the City Planner for the Cities of Carver and Taylors Falls, and Hassan Township. Conduct planning and development review. 1 Professional Affiliations • Certified Planner, American Institute of Certified Planners (AICP) 1 • American Planning Association • Sensible Land Use Coalition 1 Education Master of Urban Planning, hi Progress, Minnesota State University - Mankato 1 Master of Science, Parks, Recreation and Tourism Management, Clemson University Bachelor of Arts and Science, Geography and Social Sciences, Mankato State University �I 1 I 1 1 7 J 1 1 1 1 Kathleen A. O'Connell, ASLA VM FRA Landscape Architect Urban Design and Planning Overview of Professional Qualifications Kathleen O'Connell is a landscape architect with 21 years of experience in the Twin Cities and San Francisco metropolitan area for both public and private sector clients. Her experience includes work in the areas of urban design, park design, master planning and site design with an expertise in environmentally sensitive areas. She has worked with many community groups to facilitate and provide leadership through the planning and design process including several projects involving a high degree of sensitivity to environmentally sensitive areas. Project Experience 1 Kathleen's experience includes the development of master plans, land use studies and design guidelines, in addition to project management. Examples of project experience include: 1 1 1 [] 1 1 1 1 1 1 Bruggeman Homes, AUAR — City of Big Lake. Prepared three concept plans for a mixed residential development over 235 acres in the City of Big Lake. • Oxbow Commons, Site Planning — City of Brooklyn Park. Prepared site plans for Oxbow Commons, a 171 -acre mixed use property in Brooklyn Park, a property that has received very favorable reviews from both city staff and local developers. Comprehensive Park, Trail and Open Space Plan — City of St. Michael. Led the City through a planning and design process that identified cultural and natural resources and provided a comprehensive vision for the future and a daily planning tool. Plan accepts and provides a framework for future development by identifying significant views and "edges" to the City with woodland, lakes, wetlands and other features that are unique to specific areas and are important in defining future neighborhoods. Plan has become a model for other communities and the project received the Distinguished Planning Award in 2000 from MnAPA. Education Bachelor of Landscape Architecture, University of Minnesota Masters in Teaching, College of St. Thomas Bachelor of Fine Arts, University of Minnesota I I I I 1 Kelly Bopray, P.S.S. RA Soil Scientist Wetland Specialist Overview of Professional Qualifications ' Kelly Bopray is a licensed Professional Soil Scientist with 17 years of experience with environmental projects for both public and private sector clients. Mr. Bopray's area of expertise is in characterizing soils, wetlands and landscapes for purposes of evaluating the suitability and potential ' impact of a project on the environment. The main types of projects he is involved with are wetland delineation and permitting for development projects. 11 'L1 I 1 Project Experience Kelly has conducted hundreds of wetland delineation projects throughout the Upper Midwest. These projects ranged from a simple wetland edge of an individual lot to complex monitoring of disturbed wetland conditions. Mr. Bopray has prepared or evaluated more than a dozen land application plans for various municipal and industrial clients. Kelly's experience includes preparation of numerous AUAR, EAW, and Phase I environmental audits. Examples of his experience include: • Marianna Ranch Residential Development — Lyman Development Company. Prepared a wetland delineation on a 153 -acre property with seven wetlands and numerous closed depressions. Conducted preliminary soil investigation and on-site wastewater treatment system sizing for the planning phases of preliminary plat. • Completed and developed permit application material including evaluation of alternatives and wetland impacts, evaluation of existing wetland functions and values, and developed wetland mitigation plans under the Corps of Engineers 404 wetland permit, the Minnesota Wetland Conservation Act, and Wisconsin DNR. • Delineated jurisdictional wetland limits, and established limits of regulatory authority on severely disturbed wetland sites in numerous MN and WI areas. Professional Registrations and Affiliations • Soil Science Society of America • Society of Wetland Scientists • Wetland Delineators Association • University of Wisconsin -River Falls; Adjunct Associate Professor Education M.S., Agronomy: Emphasis — Soil Science, South Dakota State University B.S., Agriculture: Major — Soil Science, University of Wisconsin, River Falls I 1 I I I 11 1 �I VMDanielle D. Sanborn, A.S.L.A. FRAGIS and Digital Graphics Specialist Overview of Professional Qualifications Danielle Sanborn is a Landscape Architect in -training with three years experience in planning and design. Her background includes a master's degree in landscape architecture and a bachelor's degree in environmental design, with strong skills in computer applications. A specialist in computer design technology, she is experienced in CAD, GIS Illustrator and Photoshop applications. Project Experience Examples of Danielle Sanborn's project experience include the following: • City of St. Michael — Prepared park concept site plan alternatives and contract documents for Gutzwiller and Walnut parks. Ongoing city mapping updates. • City of Mound — Created street, parking and park analysis using GIS software. • City of North Oaks — Assisted in site plan review with city planners. Ongoing city mapping updates using GIS software. • City of Woodbury — Prepared park maintenance plans using GIS software that included an inventory of all parkland, existing facilities and physical features, including water bodies, natural areas, trails, built structures and mowed areas. Provided analysis and conceptual layout of city gardens including placement of trails and other recreational features. ' GIS Experience: • Analysis and Design —Project analysis and mapping using Arc View GIS software for the following cities: Carver, Mound, St. Michael and Woodbury. Professional and Affiliations • Member American Society of Landscape Architects ' • Member Minnesota Recreation and Park Association • Member American Planning Association ' Education Master's in Landscape Architecture, University of Minnesota Bachelor's in Environmental Design, University of Minnesota 1 In u I I 1 1 1 1 I I 1 I Roger A. Larson, P.E. RASenior Civil Engineer Overview of Professional Qualifications Roger Larson is a registered civil engineer with over 30 years of professional experience in the planning, design and implementation of both public improvement and private development projects. Mr. Larson's experience includes serving as designated City Engineer for the Greater Minnesota suburban communities of Waite Park and Sauk Rapids as well as numerous rural communities. Project Experience • Municipal Public Improvement Projects — including potable water supply, treatment and distribution; wastewater collection and treatment; storm drainage; and transportation. Projects typically include concept plans, feasibility reports, public meetings, detailed plans and specifications segment, construction management and assessment rolls. Current projects include the Town Center of Frankfort Parkway and 50`s Street NE in St. Michael as well as multiple smaller municipal improvement projects. • Private Development Projects, — including various residential, commercial and industrial development projects from 1 acre to over 150 acres in size in the northwest metro and St. Cloud areas. Additionally, Mr. Larson has provided specialized consulting services in wetland delineation, mitigation and restoration. Flood Mitigation Projects — developing and authoring the "Preparation Guide for Small Communities — Flood Emergency Action Procedures" while employed by a non-profit corporation following The Red River of the North 1997 Flood. Mr. Larson assisted several rural Minnesota and North Dakota communities in preparing community specific Flood Emergency Action Procedures in a computerized self-help format based on the preparation guide. Professional Affiliations • American Water Works Association • American Society of Civil Engineers Registrations • Professional Engineer: MN, ND, SD Education Bachelor of Civil Engineering, North Dakota State University I I I I 1 rMFRAchard J. Seifert, P.E. Civil Engineer Overview of Professional Qualifications Richard Seifert is a professional engineer with six years of experience in municipal engineering. Mr. Seifert's experience includes preparation of feasibility reports, assessment rolls, assessment hearings, public improvement hearings, and all the plans and specifications requirements associated ' with public improvement projects. He is familiar with various state and federal loans and grants programs. Richard's strength is communicating the impacts from various engineering design options to city officials in a manner that aids in the overall decision-making process. 1 Project Experience Mr. Seifert's experience includes managing various projects during both design and construction. Select examples of his project management experience include: • City of St. Paul Park- Preparation of feasibility studies and design of various street and utility projects including a $5M federal aid project through this community. • City oflsanti- Construction observation and administration of a $7.5M wastewater treatment ' facility, and various street and utility extension projects. ' • City of Tracy— Design and construction administration of various street and utility projects. As City Engineer, worked closely with city staff and elected officials to develop a $2M comprehensive improvements program. r• City of St. Michael— Design of various street and utility projects including a $3M Parkway Project for expanding municipal services in this rapidly growing city. • Cities of Revere, Wanda, Garvin, and Storden- Preparation of feasibility studies and funding applications for wastewater collection and treatment facilities. ' Professional Affiliations • Professional Engineer: Minnesota ' • Minnesota Society of Professional Engineers (MSPE) • Minnesota Public Work Association (MPWA) ' Education Bachelor of Civil Engineering, University of Minnesota. 1 RA Theresa A. Greenfield, AICP Planner Overview of Professional Qualifications Theresa has been a Planner with MFRA for ten years. She has provided comprehensive planning, zoning, PUD development, and land use studies to both public and private clients. In addition to her undergraduate work in design, Ms. Greenfield has completed coursework towards a Masters Degree in Urban and Regional Planning. Project Experience Theresa's work experience has been focused on providing consulting planning services to municipalities and townships, including City of St. Paul Park, Grey Cloud Island Township, City of North Oaks, Hassan Township, City of Carver, and City of St. Michael. Examples of her public work experience include: • City of North Oaks — Provides on going application reviews and represents planning issues at City Council and Planning Commission meetings. Recent experience includes planning and implementation of the East Oaks PUD, an 1,800 acre PUD that implements Conservation Planning techniques. Also, prepared the 1998 North Oaks Comprehensive Plan and revised the Zoning Ordinance. • City of St. Michael — Provides application review and long-range planning support to City planning staff, including preparation of Downtown Redevelopment plans and facilitating a downtown design charette. • City of St. Paul Park — Provide consulting services in the management of Comp plan, AUAR, PUD and PDA processes as it relates to Master Development Planning. Professional Affiliations • America Institute of Certified Planners • American Planning Association • Sensible Land Use Coalition Education Master of Arts, Urban and Regional Studies, In Progress Mankato State University Bachelor of Science, Housing, Mankato State University Matthew H. Goldstein, AICP RAPlanner Overview of Professional Qualifications Matthew Goldstein is a certified planner with over three years of experience in municipal planning. His experience includes more than two years as the Planner for the City of Long Lake and one year as a Planner for a growing Chicago suburb. Mr. Goldstein has a master's degree and undergraduate degree in urban planning, and is certified by the American Institute of Certified Planners (AICP). Project Experience Matt has contributed to a wide range of municipal planning projects. He has facilitated the public planning process, created and administered zoning ordinances and subdivision regulations, and has provided planning expertise on a range of environmental reports, including AUAR's and EAW's. Mr. Goldstein's experience includes: • City of Long Lake, Minnesota - As the Long Lake City Planner, Mr. Goldstein coordinated the local public planning process. This included processing and making recommendations on development requests, zoning and other regulatory issues, comprehensive plan updates, and grant administration. Mr. Goldstein also actively participated in a variety of projects that were related to the realignment of a trunk highway, including the creation of a Downtown Master Plan and Village Zoning regulations, the relocation of public facilities and infrastructure, and park planning. • Village of Frankfort, Illinois —As the planner for a swiftly growing Chicago suburb, Mr. Goldstein focused on processing and presenting large-scale residential development proposals, mitigating the impact of a trunk highway widening, and zoning administration. Mr. Goldstein also participated in grant administration, historic preservation, and corridor research. Professional Affiliations • Certified Planner, American Institute of Certified Planners (AICP) Member, American Planning Association Member, Sensible Land Use Coalition Education Master of Planning, Humphrey Institute, University of Minnesota Bachelor of Environmental Design in Planning, College of Architecture and Planning, University of Colorado I 1 I I I I 1 [1 11 H David M. Heinrichs RA Soil Scientist Overview of Professional Qualifications David Heinrichs is a Soil Scientist with six years of experience in projects involving soil analysis, environmental contamination, and surveying. Project Experience David's experience includes a diversity of technical areas, including: • Surveying — Collect and stake survey data using Topcon and Sokkia total stations and Javad GPS systems. Familiar with TDS and Husky data collectors. Prepare survey maps using AutoCad 14, and SoftDesk. Knowledgeable in boundary law, legal descriptions, and title searching. Soil Engineering — Coordinate and supervise all geotechnical drilling and testing for soil strength and classification. Establish and maintain OSHA safety standards for all drilling procedures. Evaluate soil backfill properties using proctor and density tests. Design septic systems and drain fields based on soil analysis and perc tests. Prepare soil reports using Microsoft EXCEL and WORD. • Environmental Engineering — Analyze soil and water for potential contamination. Prepare and submit applications for monitoring well permits. Install monitoring wells according to Department of Health Standards. Oversee Super -Fund Site cleanups. Certified in HAZWOPER training. Education B.S., Soil Science, University of Wisconsin, River Falls BENSHOOF & ASSOCIATES, INC. ' TRANSPORTATION ENGINEERS AND PLANNERS 10417 EXCELSIOR BOULEVARD, SUrrE TWO / HOPWNS, MN 55343 / (952) 238-1667 / FAX (952) 238-1671 JAMES A. BENSHOOF, P.E. ' Education ' University of Newcastle Upon Tyne, England, M.S., Traffic Engineering, 1969 Northwestern University, M.S., Transportation Engineering, 1968 University of Minnesota, B.S., Civil Engineering, 1966 Experience: 1982 to date - President of Benshoof & Associates, Inc. with overall responsibility for services provided by the firm. Has substantial experience in completing traffic engineering and transportation planning projects for cities. Has completed multiple traffic impact studies for projects in the City of Chanhassen and completed an overall ' transportation plan for the Chanhassen downtown area 17 years ago. Performs work on an ongoing basis for other communities, including Hopkins, Minnetonka, and Eden Prairie. Has managed transportation projects for the University of Minnesota, Minnesota and South Dakota Departments of Transportation, 20 communities in the State of Minnesota, several communities in the States of Iowa, South Dakota, and Wisconsin, and for numerous private organizations. ' 1981 to 1982 - Principal with Strgar-Roscoe, Inc., Minneapolis. Responsible for all traffic engineering, transportation planning, and transit planning projects performed by the firm. 1980 to 1981 - Vice -President with Westwood Planning & Engineering Company, Minneapolis. Responsible for all transportation services provided by the firm. ' 1971 to 1980 - Project Manager and Associate with BRW, Inc., Minneapolis. Responsible for a variety of transportation projects. 1969 to 1971 - Traffic Engineer with Alan M. Voorhees and Assoc., Inc., Buffalo, N.Y. Participated in various transportation projects. Presentations at Conferences: - "Traffic and Parking for Downtown Areas," Missouri Downtown Conference, November 1996 and Iowa Downtown Conference, August 1995 - "Transportation Elements for Mall of America," Institute of Transportation ' Engineers District 4 Meeting, June 1993 "Traffic Plans for Major Sports Arena and Outdoor Amphitheater," Institute of Transportation Engineers Annual Meeting, Sept. 1988 ' - "Municipal Traffic Engineering and Planning," Third Annual Municipal Engineering Conference, University of Minnesota, March 1988 Affiliations: Institute of Transportation Engineers Reeistrations: Minnesota (P.E.), North Dakota (P.E.), South Dakota (P.E.) r BENSHOOF & ASSOCIATES, INC. ' TRANSPORTATION ENGINEERS AND PLANNERS 10417 EXCELSIOR BOULEVARD, SUITE TWO/ HOPKINS, MN 55343/ (952)238-1667/ FAX (952) 236-1671 ' EDWARD F. TERHAAR, P.E. ' Education: University of Minnesota, B.S., Civil Engineering, 1992 ' Experience: ' 1992 to date — Vice President of Benshoof & Associates, Inc. Responsibilities include project management, technical analyses, development of recommended transportation solutions, and preparation of reports for a variety of transportation projects. Makes 1 extensive use of computer applications. Recently completed two projects for the City of Chanhassen involving TH 101. Has completed multiple traffic impact studies for projects in Chanhassen. Other recent projects include: Minneapolis Traffic Signal ' Priority System; Brookdale Transit Hub; East Metro Transit Facility; Downtown Parking Study in City of Rochester; traffic and intersection analysis for developments in the Cities of Rochester, Burnsville, St. Louis Park, and Minneapolis; parking analysis for the City of Hopkins; development and analysis of traffic and parking operations for developments in the Cities of Buffalo, Robbinsdale, and St. Paul; and traffic signal design projects in the Cities of Anoka, Rochester, Austin, and Grand Rapids. ' 1991 - 1992 Student paraprofessional, Minnesota Department of Transportation. Assisted design engineers in design and inspection of traffic management system, ' including ramp control signals and loop detection systems. Work included completing engineering computations associated with design procedures, collecting data, drafting of proposed designs, and inspecting projects under construction. ' 1990 - 1991 Engineering intern, City of Robbinsdale, Minnesota. Assisted in design and supervision of various municipal projects including sewer and water systems, alleyway and roadway construction, drainage area. design, and walkway design. Responsibilities ' also included obtaining traffic counts within the City, drafting of proposed designs, and completing engineering computations. tProfessional Involvement: Member, Transportation Committee of Minnesota Consulting Engineers Council I Secretary, Institute of Transportation Engineers Student Chapter, Spring 1992 Microcomputer Applications in Signal Timing Workshop, Northwestern University Traffic Institute, May, 1996 Affiliations: Institute of Transportation Engineers Consulting Engineers Council of Minnesota ' Registrations: Minnesota (P.E.) Mn/DOT Signals and Lighting Inspection Certification I I 1 I [] 1 I I DAVID BRASLAU, P.E. Education President, University of California Berkeley David Braslau Associates, Inc. Ph.D. Engineering —1965 M.Sc. Civil Engineering -- 1960 Massachusetts Institute of Technology B.Sc. Civil Engineering -- 1956 Qualifications in Environmental Noise and Air Quality Background Dr. David Braslau, President, David Braslau Associates, Inc. received his B.Sc. Degree in Civil Engineering from the Massachusetts Institute of Technology in 1956, where he specialized in structures and design and completed a thesis on the effects of blast loading on structures and air quality protection from nuclear detonations. He expanded his work to linear and non-linear acoustics during his masters and doctoral studies at the University of California Berkeley and expanded his work on pollutant dispersion to common sources such as highways, airports and industrial facilities. Following employment in the aerospace and engineering industry and teaching at the University of Min- nesota, he established the firm of David Braslau Associates, Inc, in 1971, to address environmental noise, acoustics and vibration problems as well as air pollutant emission and dispersion modeling. Selected Projects Directed by Dr. Braslau NOISE ANALYSIS • Assist in development of Minnesota Noise Standards • Develop and review community noise ordinances • Develop, test and validate highway noise models • Evaluate various descriptors for aircraft, highway and railroad noise • Perform traffic noise modeling with MINNOISE and other models • Evaluate and design numerous highway noise barriers • Develop land use compatibility plans • Determine compliance with federal, state and local noise guidelines • Establish noise run-up rules for Minneapolis -St. Paul Intl. Airport • Prepare Builder's Guide to meet aircraft noise guidelines AIR QUALITY ANALYSIS • Assist in development of the Indirect Source Permit regulation for the state of Minnesota. • Preparation of the transportation component of the State Implementation Plan for maintenance of air quality standards • Evaluation of the Vehicle Inspection Maintenance program for the State of Minnesota • Prepare all air quality analyses for the Dual Track airport planning process in the Twin Cities • Assist with the transportation component for the State Implementation Plan update. • Complete air quality studies for numerous highway projects in the Minnesota and other states • Establish Carbon Monoxide background monitoring guidelines for transportation projects, public and private developments. Professional Engineering Registration Minnesota Registration 9725 Professional Activities Member, Acoustical Society of America Member, Air and Waste Management Association Member, Institute of Noise Control Engineers Life Member, American Society of Civil Engineers Life Member, Institute of Transportation Engineers cAdocum is and s nings\226.m5 a\lmal seaingsVemporary intemet fi1es\contMLie5\y5e9g05\db-1 page-m.dm CHRISTINA 1. HARRISON Education M. Phil„ University of London: Institute of Archaeology, 1969 B. Phil., Anthropology/Archaeology, University of Upsala, Sweden, 1961 t Professional Responsibilities 1977 - present: Director of Archaeological Research Services, a firm specializing in archaeological and historic investigations as well as related cultural resource management issues. fn this role, ' carries full responsibility for all services provided by the firm, including archival research, inventory field survey, documentation of National Register eligibility and data recovery. ' General Consulting Experience Since 1977, Archaeological Research Services, with Harrison as principal investigator, has perforated cultural resource investigations for the USDA -Forest Service, USDI-Bureau of Land Management and Fish and Wildlife Service, U.S. Army Corps of Engineers, Minnesota Department of Transportation, Wisconsin Department of Transportation, Minnesota Department of Natural Resources, Metropolitan Airport Commission, Metropolitan Council, and Minnesota Historical Society, as well as for numerous county and city governments and private engineering and construction firms. [1 I Professional Experience: Phase I and H Cultural Resource Investigations Connected with Alternative Urban Areawide Reviews. For the City of Maple Grove, Hennepin County, Minnesota, the Northern and Southern Weaver AUARs and the T.H. 610 West and East AUARs, completed between 1996 and 1999. For the City of Woodbury, Washington County, Minnesota, the Meadowview and Woodbury East AUARs, completed in 1993 and 2001. For Forest Lake Township, Washington County, Minnesota, an AUAR west of the Forest Lake Airport complex, completed in 2001. For Lake City, Wabasha County, Minnesota, the Mississippi Jewel AUAR, completed between 1999 and 2001. Examples of Research Conducted Near Proposed Study Area, The T.H. 212 EIS Corridor Study between 1-494, Eden Prairie, Hennepin County, and Cologne, Carver County (1987-1988). The T.H. 5 Environmental Assessment Corridor Study between C.S.A.H. 4, Eden Prairie and T.H. 41, Carver County (1988). The Dell Road and Scenic Heights Road Corridors, for the City of Eden Prairie (1991). Lake Susan Park (1989), for the City of Chanhassen Park and Recreation Department. The Golf Course at Lake Bavaria (1995) and CSAR 10/Engler Boulevard West Extension (1999), both for the City of Chaska, A proposed Carver Creek Diversion (2002), for Carver County Public Works. The .Hawthorne Residential Developments on Rice Marsh Lake, Eden Prairie (1997). 0 za ., Town and Country Development_..,- Proiect `= '- 41-i Nl! ._ Alternative Urban Areawide Review Submitted to: Kathryn R. Aanenson AICP/Community Development Director City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317-0147 Submitted by: NYeSiW000 Professional Services, Inc 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 To// free: 1-888-937-5150 vvvst..-:ood professional Services, Inc. Planning Traffic Engineering Landscape Architecture Civil Engineering Land Surveying Environmental Studies Westwood Professional Services, Inc. PLANNING .ENGINEERING .SURVEYING February 28, 2003 Kathryn R. Aanenson, AICP Community Development Director City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317-0147 Re: Proposal for Conducting an Alternative Urban Areawide Review (AUAR) Dear Kate: 7599 Anagram Drive Eden Prairie, NIN 55344 Phone: 952-937-5150 Faa: 952-937-5822 Toll free: 1-SW937-5150 E-mail: wps®wertwoodpicom TWIN DmESIMEMO ST. CLOUD BRAINERD Westwood Professional Services, Inc. is pleased to submit this proposal for preparing an AUAR for the City of Chanhassen. Westwood Professional Services, Inc. is a full-service consulting firm that employs more than 100 people who provide Civil Engineering, Traffic Engineering, Environmental, Planning, Landscape Architecture, and Surveying services. As a product -driven service firm, we make client satisfaction a priority. Our Environmental Services Department is respected for the unbiased, accurate, and comprehensive products we produce, as others have stated: "We have done an extensive review of the draft documents, both by our staff and consultants, and feel that the document is very impressive." Gary M. Eagles, Vice President of Development, North Oaks Company Regarding the East Oaks EAW, which covered 1,666 acres "The document looks great, you guys did a very thorough job." Catherine Campbell Hanson, County Planner, Sherburne County Regarding the Lake Fremont EAW "I just got done talking with Scott Carlston, and I thought you would like to know that he was really impressed with your work. I told him I agreed." Leslie Stovring, Environmental Coordinator, City of Eden Prairie Regarding Wetland Services We would be happy to discuss Westwood's capabilities in more detail. We believe Westwood offers the most effective choice for resolution of the natural resource, transportation, and land use issues that will arise during the AUAR process. Please call me at 952-906-7436 or email me at rob.bouta nnwestw000dps.com if you have questions or would like to schedule an interview. Sincerely, WESTWOOD PROFESSIONAL SERVICES, INC. W Robin P. Bouta Senior Environmental Scientist Enclosure Desigmrg the Future Today ...Sme 1972 Town and Country Development AUAR Proposal City of Chanhassen KEY ENVIRONMENTAL ASSESSMENT PROJECTS OF WESTWOOD PROFESSIONAL SERVICES INC. SINCE 2000. Project Name Location Date Development Type Size Timeframe 2 Collaborating Key Staff: Roles Descri tion Acres Firms: Roles' PPI: Lead 2001 WPS: Richard Wiebe: Lead James River Eastern SD to Restaiver Fed _ 30 Subconsutlant Rob Bouts: Natural Resources EIS 2004 Restoration EIS sq. mi. sq. mi. COE: Lead Agency Shannon Hansen: Nat. Res., GIS JRWDD: Funding WPS: Lead Rob Bouts: Lead Big Creek Polk City, 2001 Golf Course & Fed 500 9 COE: Lead Agency Shannon Hansen: GIS, writing, rare spp. Golf Course IA Residential EA SAA: Floodplains David Weetman: Writing, anal., rare spp. BCA: Archaeoloev Rob Bouts: Lead St. Joseph St. Joseph, 2003 Residential AUAR 500 — 10 WPS: Lead Shannon Hansen: GIS, writing, analysis Development MN Sub: Archaeology Allan Klu man: Traffic 2001 WPS: Lead Rob Bouts: Technical lead Ferche 600 Sartell, to Mixed Use AUAR 590 11 RSC: Planning Allan Mugman: Traffic MN 2002 issues, peer review Shannon Hansen: GIS, writing Apple WPS: Lead Rob Bouts: Lead Cobblestone Valley, 2001 Mixed Use AUAR 323 11 BI: Haz waste; Shannon Hansen: GIS, analysis, writing Lake MN cleanup Allan Mu man: Traffic WPS: Lead Rob Bouta: Lead Lake Fremont Sherburne 2003 Mixed Use EAW 276 5 MFRA: Planning & Allison Fraser: GIS, writing, analysis Co., MN Engineering Matt Vollbrecht: Field review, writing 2002 WPS: Lead Shannon Hansen: Lead, GIS, writing Towne Lakes Albertville, to Mixed Use EAW 500 16 ARS: Archaeology Rob Bouts: Peer review Phase II MN 2003 LHDL: Legal David Weetman: Wetlands Rob Bouta: Lead Bayport West Bayport, 2002 Mixed Use EAW 245 6 WPS: Lead Shannon Hansen: GIS, writing, analysis PUD MN Allan Klu man: Traffic Elk River Elk River, 2002 Mixed Use EAW 70 3 WPS: Lead Rob Bouts: Lead Station MN Allison Fraser: GIS, writing, analysis Pine Cone Rob Bouts: Lead Road Sartell, 2000 Roadway EAW 30 7 WPS: Lead Shannon Hansen: GIS Extension MN Nanc LeCa tain: Writing, coordination Westwood Professional Services, Inc. February 28, 2003 Page 1 Town and Country Development AUAR Proposal City of Chanhassen KEY ENVIRONMENTAL ASSESSMENT PROJECTS OF WESTWOOD PROFESSIONAL SERVICES INC. SINCE 2000. Project Name Location Date Development ,hype Size Timeframe Collaborating Key Staff: Roles Descri tion Acres Firms: Roles Rob Bouts: Lead Andover High Andover, 2000 Institutional EAW 95 5 WPS: Lead AJA: Site plan David Weetman: Wetlands, writing, School MN support anal. Shannon Hansen: GIS, writing, anal sis Rob Bouts: Lead Gleason Maple WPS: Lead David Weetman: Wetlands, writing, Property Grove, MN 2000 Residential EAW 182 6 RSC: City review anal. Residential Shannon Hansen: GIS writing, analysis Rob Bouta: Lead Sell Mayer, Commercial WPS: Lead David Weetman: Wetlands, writing, Commercial MN 2000 and Industrial EAW 35 4 RSC: City review anal. Industrial Park Shannon Hansen: GIS, writing, analsis 'This table includes 13 key environmental assessment projects undertaken by Westwood Professional Services since 2000. Please note that this is a partial list. 'Timeframe indicates the total number of months Westwood worked on the environmental assessment, including time during which Clients placed projects on hold, from contract start to EAW Negative Declaration or Final AUAR Mitigation Plan Adoption. TBD = To Be Determined. WPS = Westwood Professional Services, Inc. In many cases, Westwood provides all expertise necessary (ecological impact assessment, planning parks engineering, traffic analysis, stormwater modeling) necessary to complete the process, except archaeology. PPI = Prairie Partners, Mc. ME = U.S. Army Corps of Engineers. JRWDD = James River Water Development District. SA = Snyder & Associates. BCA = Bear Creek Archaeology. RSC = Resource Strategies Corporation. BI = Braun Intertec. MFRA = McCombs Frank Roos Associates. ARS = Archaeological Research Services. LHDL = Larkin Hoffman Daly & Lindgren, Ltd. AJA = Anderson Johnson Associates. Westwood Professional Services, Inc. February 28, 2003 Page 2 Town and Country Development AUAR Proposal City of Chanhassen LEAD CONSULTANT AND MULT-FIRM COLLABORATION With 12 Professional Engineers, seven Registered Landscape Architects, six Registered Land Surveyors, in-house Traffic and Transportation Engineering, and a five Environmental Scientists on staff, Westwood Professional Services has diverse expertise that provides streamlined environmental assessment and minimizes the need for multi -firm collaboration. Westwood's key staff has participated in the successful completion of three AUARs and over 30 EAWs. Westwood served as the lead consultant on 31 of these projects. While Westwood's broad in-house expertise anchors the firm's full-service philosophy, Westwood also collaborates with reputable firms to strengthen the multi -disciplinary team, particularly in archaeology and air and noise analysis. Westwood's approach to multidisciplinary collaboration entails: • Assignment of specific tasks and issues to firms with the expertise and availability to deliver products on a timely basis. • Development of an overall project timeline with milestones benchmarked for specific interim checkpoints to help ensure timely product delivery. • Interdisciplinary support, communication, and digital and paper data transfer to ensure that all parties involved have a clear understanding of their role, the timeline, and the desired outcome. • Periodic meetings to facilitate formal communication. • Frequent ongoing telephone and email communication to ensure efficient interdisciplinary progress. UNIQUE AND UNEXPECTED ISSUES — APPROACH TO RESOLUTION Westwood's broad background in environmental assessment and permitting has involved a wide variety of sensitive issues and respective approaches to issue resolution. A number of these issues and approaches are summarized below: Issue Approach to Resolution Archaeology and Burial Mounds Retain archaeology subconsultant; Meet with Office of the State Archaeologist and State Historic Preservation Office; Conduct field studies to the standards dictated by these agencies; Customize project design or commit to additional work to avoid or mitigate impacts on cultural resources. Trout Streams Meet with agencies to clarify concerns; Research technical issues and background information; Frame the effects of the proposed project in the context of the technical information; Identify and model effects of Best Management Practices (BMPs) and Low Impact Development (LID) practices to minimize effects on aquatic resources. Floodplain Review background floodplain modeling information; Meet with agencies to clarify requirements; Update floodplain models and model the effects of the proposed project; If necessary, customize mitigation to minimize effects on floodplain. Neighborhood Traffic Concern Meet with road authorities to determine their projected capital improvements; Determine existing traffic counts; Analyze effects of full build -out traffic projection on proposed roadway geometry Westwood Professional Services, Inc. February 28, 2003 Page 3 Town and Country Development AUAR Proposal City of Chanhassen Issue Approach to Resolution and signal network; Meet with road authorities and municipality to discuss additional geometry or signals that may or may not be necessary; Conduct public hearing to address neighborhood concerns; Prepare Traffic Demand Management Plan if necessary. Stormwater Runoff Volume Meet with agencies to ascertain their concerns; Conduct stormwater runoff and water quality modeling; Prepare report to address agency concerns and meet with agencies again; Design additional BMPs and LID practices into project if necessary. Threatened and Endangered Species Review habitat requirements of species of concern and conduct Wildlife Habitat Preservation habitat assessment to evaluate habitat suitability; Identify mitigation measures to reduce effects on habitat and species. Wetland Functions and Values Conduct MnRAM functional assessment and tailor project and/or Wetland Impact Avoidance mitigation design to address agency concerns. Lake Nutrient Budgets Conduct nutrient budget analysis and present results to concerned agencies or neighborhood groups; Adjust stormwater management design to improve nutrient removal if necessary. Shoreland Overlay Districts Identify shoreland area with 1,000 -foot buffer from Ordinary High Water Level; Compute allowed and proposed density using the DNR's Cluster/PUD Analysis methods; If variance is needed, review hardship and circumstances unique to the property, or reduce the number of proposed units. CHALLENGING SITUATIONS — APPROACH TO RESOLUTION Westwood encountered a challenge when the Metropolitan Council filed an objection to the Cobblestone Lake Development Final AUAR and Mitigation Plan. This is one of the two objections filed since the AUAR process became available for use in 1993. Metropolitan Council was concerned about runoff volume and the downstream Vermillion River designated trout stream. Westwood resolved the issue by: • Meeting with the RGU, project proposer, and attorneys to discuss technical and political issues and strategies. • Meeting with the objecting agency to fully understand their concerns and what might address their concerns. • Designing an infiltration trench and system of rainwater gardens with the capacity to infiltrate a 2.4 -inch rainfall event, and when combined with Cobblestone Lake, reduce runoff volume below pre -development conditions for 2 -year, 10 -year, and 100 -year storms. Westwood encountered another challenging situation with the flood storage requirements, archaeological features, and federally -endangered Indiana bat habitat, and state -threatened oval ladies -tresses orchids on the Polk City Golf Course Project in Polk City, Iowa. • Westwood resolved the flood storage issues by tailoring in the design of golf course ponds and easements, and closely coordinating with the flood modeling consultant, the U.S. Army Corps of Engineers, and the Iowa Department of Natural Resources. Westwood Professional Services, Inc. February 28, 2003 Page 4 Town and Country Development AUAR Proposal City of Chanhassen • Archaeological issues were resolved with a Memorandum of Agreement and easements coordinated with the archaeological consultant, the State Historic Preservation Office, and the U.S. Army Corps of Engineers. • Westwood completed two field surveys to document the location of oval ladies -tresses orchids and suitable Indiana bat habitat. All agencies were satisfied after Westwood prepared a supplemental rare species survey report, tailored the golf course design to preserve rare features, and coordinated with the Iowa Department of Natural Resources and the U.S. Fish and Wildlife Service, and U.S. Army Corps of Engineers. APPROACH TO CONCENSUS BUILDING AUARs sometimes require extensive coordination and consensus development to resolve technical natural resource and traffic issues and build consensus among government agencies, neighborhood groups, developers, and elected officials. Westwood's approach to consensus building involves: • Develop a Technical Advisory Committee and/or Citizens Advisory Committee at project initiation to provide an opportunity to identify and resolve issues before they become problematical. • Listen fust to get a clear vision of where everyone is coming from and make sure everyone is heard. Paraphrase comments of the stakeholders to ensure you have a clear picture of their concerns. • Invite parties with opposing interests to one meeting so that everyone realizes understands potentially conflicting interests. • Identify options and tradeoffs and ask for feedback — empower the stakeholders with choice. • Introduce new ideas and continue soliciting feedback while acknowledging the limits on what each stakeholder can provide or give up. Encourage all parties to compromise. UNIQUE QUALIFICATIONS FOR LEADING THE CITY OF CHANHASSEN AUAR PROCESS Westwood is uniquely qualified to lead the City of Chanhassen through the AUAR process because we offer: • Familiarity with the project area and the Town and Country Homes proposal. • A convenient office location, only 5.6 miles east of Chanhassen City Hall. • Integrated, efficient, one-stop Environmental, Planning, Traffic, and Engineering Services. • A track record of Environmental Services that has demonstrated integrity and cultivated the trust of clients and regulatory agencies. • Extensive previous environmental review experience. • Natural resource expertise in wildlife, prairie, forest ecology, wetlands, and water resources. • Transportation and municipal infrastructure engineering expertise. • Integrated GIS and CAD analysis, mapping, and exhibit preparation capabilities. • Civil engineering, erosion control, and stormwater management expertise. • Knowledge of AUAR processes and related rules and regulations. • Advance collaboration with 106 Group to cover archaeological and historical issues. Westwood Professional Services, Inc. February 28, 2003 Page 5 Town and Country Development AUAR Proposal City of Chanhassen PROPOSED TASKS AND PLAN OF ACTION Task 1—Meetings, Agency Coordination, and Consensus Building Westwood Professional Services, Inc. will coordinate with the City on development scenarios in order to reach consensus concerning the alternatives to be evaluated. Westwood will coordinate and meet with the Technical Advisory Committee to build consensus regarding AUAR content and mitigation. Technical Advisory Committee members include, but are not limited to, the Metropolitan Council, the Department of Natural Resources, and the State Historic Preservation Office. Task 2—Completing the Draft AUAR and Mitigation Plan Westwood will prepare the Draft AUAR and Mitigation Plan after concept planning is complete and the City agrees on the development scenarios. The AUAR document will follow the Environmental Assessment Worksheet (EAW) format, and will discuss one to three development scenarios and their respective effects on the environment. It is anticipated that much of the Draft AUAR will focus on the following issues and respective mitigation measures: 1. Traffic movements, Trip Generation, and Capacities of Affected Roadways, 2. Traffic Growth Determination, Intersection Analysis to Assess Level of Service, 3. The proposed Trunk Highway 212 Expansion, 4. Stormwater Management and the Sensitivity of Downstream Waters, 5. Physical Impacts on Surface Water and Groundwater Resources, 6. Traffic Generation, Distribution, and Capacities of Affected Roadways, 7. Vehicle Related Air Emissions, 8. Air and Noise Modeling to Evaluate Compliance with Ambient Standards, 9. Impact on Infrastructure and Public Services, and 10. Ecologically Sensitive Resources. The Draft AUAR will include cumulative totals for each development scenario, a list of major approvals and public financial assistance and infrastructure likely to required by the anticipated types of development projects; a breakdown of existing covertypes; discussion on wildlife and ecologically sensitive resources, the physical impacts on water resources, if the area will require a new water supply wells with specific information about appropriation and its potential impacts on groundwater levels; delineated land use management districts and discussion on variances or deviations from these districts; erosion and sedimentation standard requirements of the local ordinances; a detailed analysis of stormwater issues with special attention to "priority lakes" and trout streams (if present); a woodland evaluation and wetland mapping; estimated domestic wastewater usage, major sewer system features, and relationship of the sewer system extension to the City's comprehensive sewer plan and the Metropolitan Council's regional systems; geologic hazards and soils conditions; identification of solid and hazardous wastes and storage tanks; detailed traffic analysis; vehicle related air and stationary source emissions; address the compatibility of the development scenarios with the Comprehensive Plan; a summary of information on physical infrastructure and other major infrastructure or public services not covered elsewhere. Westwood will prepare copies of the Draft AUAR and Mitigation Plan for distribution. The AUAR will be distributed to all agencies included in the Environmental Quality Board's (EQB's) distribution list and Westwood Professional Services, Inc. February 28, 2003 Page 6 Town and Country Development AUAR Proposal City of Chanhassen any member of the public who requests a copy. Westwood will also coordinate with the City to ensure that the AUAR abstract is submitted for publication in the EQB Monitor and a Public Notice or Press Release is submitted for publication in a local newspaper. Task 3 --Completing the Final AUAR and Mitigation Plan Upon receipt of comments on the Draft AUAR, Westwood will coordinate with the City and revise the AUAR to respond to comments, specify mitigation measures to address potential environmental effects, and address agency concerns. This Final AUAR and Mitigation Plan will describe how each mitigation measure will be implemented and discuss the involvement of agencies where appropriate. This document will be forwarded to the City for approval. Upon receipt of comments from the City, we will revise the document and obtain signatures as necessary. The Final AUAR and Mitigation Plan will be distributed and notices made in the same manner as the Draft AUAR. A ten-day comment period will be allowed to receive agency and public comment. Task 4 — Final Mitigation Plan Adoption and Notice If no objections are raised within ten days of Chanhassen and prepare the necessary papers to support adoption of this document at the fust regularly scheduled City Council meeting following the expiration of the comment period. If an objection to the Final AUAR and Mitigation Plan is filed with the City, Westwood will work with the City, the objecting agency, and the EQB to resolve the matter using the procedure set forth under Minnesota Rules. After the City adopts the Final AUAR and Mitigation Plan, Westwood will work with the City to ensure that the notice of adoption is distributed to all parties involved. PROPOSED FEES AND SCHEDULE TASK Timeline Estimate (Days) Fee Estimate (S) Entire AUAR Area Entire AUAR Area 1. Meetings, Agency Coordination, and Consensus Building 30 15,000 2. Completing the Draft AUAR and Mitigation Plan 60 60,000 Public Notice Period 60 0 3. Completing the Final AUAR and Mitigation Plan 30 15,000 4. Final Mitigation Plan Adoption and Notice 15 3,000 Total 195 $93,000 Westwood Professional Services, Inc. February 28, 2003 Page 7 Westwood Professional Services, Inc. February 28, 2003 Page 8 WESTWOOD PROFESSIONAL SERVICES, INC RICHARD G. WIEBE Project Manager RESPONSIBILITIES Mr. Wiebe is responsible for the Planning and Environmental Departments of Westwood Professional Services, Inc. EDUCATION Bachelor of Landscape Architecture, Kansas State University, 1976. Received national design award for quarry reclamation, ASLA, 1976. Master of Landscape Architecture, University of Texas at Arlington, 1994. Received "Distinguished Second Professional Degree, Research Award", 1994, ASLA, UTA. Certificate of Honor for Excellence in the Field of Landscape Architecture, 1994, ASLA, Landscape Architecture Program, UTA. EXPERIENCE Prior to joining Westwood, Mr. Wiebe was President of Prairie Partners, Inc., Sioux Falls, South Dakota (1995-2001), was Deputy Department Head for the Environment, Safety and Health Department for the Superconducting Super Collider (1992-1995), was Section Manager/Task Leader for Sverdrup Corporation (1984-1992) and was Senior Associate for Fred Buxton & Associates (1981-1984). REPRESENTATIVE PROJECTS • Project Manager for the James River (South Dakota) $100 million Restoration Project and EIS • Master Planner and Site Designer for the 500 acre Riverport Mixed-use development, Maryland Heights, Missouri • Master Planner for St Charles, Missouri Riverfront Redevelopment Project • Master Planner for Brookings, South Dakota Main Street Revitalization Project • Site Development Criteria for PPG Biomedical's Corporate Consolidation Project, Lenexa, Kansas • Project Manager for the Department of the Army's Sports Complex, Fort Leonard Wood, Missouri • Site Design for St Peters, Missouri, City Government Center • Task Leader for Infrastructure ($158 million program) for the SSC Project • Project Manager for the Clear Lake, South Dakota Restoration Project • Site Design Union Electric Corporate Headquarters Project, St. Louis, Missouri • Site and Landscape Design for the Texas A&M University Research Park • Project Manager for Scott & White Hospital Master Plan and Infrastructure Improvement Project, Temple, Texas • Site design for Webster University Business Technology Center, Webster Groves, Missouri • Project Manager for the adaptive re -use of 1921 high school for Brookings County, SD County Government Center • Site Design for the Egyptian Air Force Conference Center, Cairo, Egypt • Site Design for United Van Line's Corporate Headquarters facility, Fenton, Missouri • Site Design for Armed Forces Insurance Corporate Headquarters, Leavenworth, Kansas • Permit Manager and Environmental Compliance Officer for the $10 Billion U.S. Department of Energies SSC Project, Ellis County, Texas REGISTRATION Registered Landscape Architect – Minnesota, South Dakota, Nebraska, Texas, Indiana. and Ontario. Canada Profession Engineer (Civil)—Texas and South Dakota PROFESSIONAL ASSOCIATIONS American Society of Landscape Architects RESUMES WESTWOOD PROFESSIONAL SERVICES, INC CHRIS MOEHRL, P.E., L.S.LT. Professional Engineer, Land Surveyor in Training RESPONSIBILITIES Mr. Moehrl has been responsible for project management, contract management, field and office surveying, construction observation, and engineering design and drafting. EDUCATION Surveying 212, 213, 214 and 215, Dunwoody Institute, Minneapolis, Minnesota, 1996-1997 Bachelor of Science in Civil Engineering with Business Minor, Iowa State University of Science and Technology, Ames, Iowa, May, 1996 EXPERIENCE Mr. Moehrl's work has included general project management and technical design for both residential and commercial projects, plan preparation and drafting, specification writing, contract management, construction observation, and surveying. REPRESENTATIVE PROJECTS • Town and Country Bernardi Concept Residential Development, project management and design, Chanhassen, MN • Town and Country Pinebrook Homestead Residential Development, project management and design, Brooklyn Park, MN • Town and Country Traditions at Clover Ridge Residential Development, project management and design, Chaska, MN • Super Target Commercial Development, project management and design, Lakeville, MN • Rottlund Clover Ridge Village Residential Development, project management and design, Chaska, MN • Rottlund Hartford Commons Residential Development, project management and design, Eden Prairie, MN • Town and Country Springbrook Residential Development, project management and design, Lakeville, MN • Riverdale Village Commercial Development, design and plan preparation, Coon Rapids, MN • Mitchell Village Multi - Family Residential Development, grading and utility construction observation, Eden Prairie, MN • THA Chanhassen Commercial Development, design and plan preparation, Chanhassen, MN • Homestead Village Commercial Development, design and plan preparation, Eden Prairie, MN PROFESSIONAL TRAINING Effective Management Program, Roseville Professional Center, November 2002 to current Storm Water Treatment / Erosion Control, University of Minnesota, April 2002 Project Manager's Boot Camp, PSMJ, April, 2001 Urban Storm Water Management and Detention Pond Design, Haestad Methods, June, 2000 Using HEC -RAS to Compute Water Surface Profiles, University of Wisconsin -Madison, June, 1999 Storm Water Quality Management Through the Use of Detention Basins, MPCA, May, 1998 Introduction to Super Pave, Minnesota Department of Transportation, Arden Hills, Minnesota, March, 1997 PROFESSIONAL REGISTRATIONS Licensed Professional Engineer, State of Minnesota Registered Land Surveyor In Training, State of Minnesota PROFESSIONAL ASSOCIATIONS American Society of Civil Engineers Consulting Engineer's Council of Minnesota, Ethics Committee RESUMES WESTWOOD PROFESSIONAL SERVICES, INC DANIEL M. PARKS, P.E. Senior Engineer RESPONSIBILITIES Mr. Parks is responsible for municipal engineering, water resources, and commercial land development activities for the Eden Prairie office. EDUCATION Bachelors of Civil Engineering, University of Minnesota, Minneapolis, 1982 Masters of Civil Engineering, University of Minnesota, Minneapolis, 1992 EXPERIENCE Dan has a broad base of civil engineering experience in both the public and private sectors. He has served a number of cities for various municipal roadway and utility projects and athletic park improvements. He has also served as watershed engineer for four metro watersheds and has prepared local water resource management plans for two metro communities. REPRESENTATIVE PROJECTS • Prior lake — Spring Lake Watershed District. Lead District Engineer overseeing regulatory review, capital project improvements and development of District plan updates and rules. • Vermillion River Watershed Management Commission. Lead Engineer and consultant for watershed programming, project permitting and the review of local water resource management plans. • Minnehaha Creek Watershed District. Lead engineer and technical consultant for Watershed's $2.5 million dollar Gleason Creek Improvement Project in Wayzata, Minnesota. Project addressed historic flooding and water quality problems. • City of Mound - Water Resources Management Plan. Primary author and technical consultant for City's water resources management plan. Plan was prepared in accordance with requirements of Minnesota Statutes Chapter 103B, Minnesota Rules Chapter 8410, and requirements of the Minnehaha Creek Watershed District The Plan was approved by the watershed in 2002. • City of Minnetrista - Water Resources Management Plan. Primary author and technical consultant for City's water resources management plan. Plan was prepared in accordance with requirements of Minnesota Statutes Chapter 103B and Minnesota Rules Chapter 8410. • City of Mahtomedi - Juniper Street Improvement Project: Lead engineer for reconstruction of antiquated 0.8 -mile residential street. Project includedeparation of a feasibility study, preliminary and final assessment evaluations, public hearings, construction drawings, public bidding and construction administration. • City of Plymouth — Greenwood Athletic Complex: Lead engineer and consultant for development of 15 -acre School and City park improvements project. Site included development of three youth baseball and four soccer fields. Improvements included site grading, utilities, field fencing, balltields, trails, and parking facilities. REGISTRATION Registered Professional Engineer - Minnesota I O7 WESTWOOD PROFESSIONAL SERVICES, INC ALLAN S. KLUGMAN, P.E., PTOE Principal Transportation Engineer RESPONSIBILITIES Mr. Klugman is responsible for management of all traffic engineering, ITS and transportation planning activities within the firm. Mr. Kingman also has project -specific activity as a project manager for design, operations and evaluation studies. EDUCATION B.S., Civil Engineering, University of Minnesota, Minneapolis, 1981 EXPERIENCE Mr. Klugman joined Westwood in 1990 and has 20 years of experience. His varied background in the transportation field includes traffic engineering and operations studies, ITS evaluation and project management, traffic signal system design, traffic forecasting and traffic modeling. REPRESENTATIVE PROJECTS • Project Manager for intersection signalization design for multiple agencies including St. Cloud, Eden Prairie, Brooklyn Park, Rochester and Hennepin County • Project Manager for Mn/DOT TH36 intersection upgrading and signalization at 2 intersections in Washington County • Project manager for City of Eden Prairie and City of Minneapolis EVP retrofit projects • Lead system designer for icons distributed traffic management system in St. Cloud • Principal in charge of Westwood's activities on Minneapolis Downtown Transportation Study • Principal in charge of Westwood's work as project engineer and management consultant to the Mn/DOT AUSCI adaptive traffic control implementation in downtown Minneapolis • Project Manager for Westwood's involvement on the joint venture St. Cloud Traffic Operation and Communication Center Scoping Study, System Design and Implementation • Project Manager for the Project Evaluation portion of the Mn/DOT Guidestar/City of St. Paul DIVERT ("During Incidents Vehicles Exit to Reduce Time") project • Project Manager for the City of Minneapolis Traffic Signal Bus Priority Installation • Project Manager for several Mn/SOTA traffic signal timing optimization projects including West St. Paul, Eden Prairie and St. Cloud • Traffic Engineer for the City of Hopkins Mainstreet reconstruction, traffic analyses and traffic signal design • Traffic Engineer for the City of Excelsior Comprehensive Plan update, transportation section REGISTRATION & CERTIFICATION Registered Professional Engineer — Minnesota Professional Traffic Operations Engineer (PTOE) PROFESSIONAL ASSOCIATIONS Past President, North Central Section, Institute of Transportation Engineers PUBLICATIONS AND PRESENTATIONS "Integration of Adaptive Traffic Control in Downtown Minneapolis" (co-author and presenter), 6th ITS World Congress, Toronto, 1999. "Implementing Adaptive Control in a Downtown Area: The Minneapolis AUSCI Project," Institute of Transportation Engineers District 4 Meeting, Milwaukee, WI, 1997. "Addition of Adaptive Control to the Minneapolis Computerized Traffic System: The AUSCI Project Concept" (co-author and presenter), Institute of Transportation Engineers International Annual Meeting, Minneapolis, MN, 1996. RESUMES W L WESTWOOD PROFESSIONAL SERVICES, INC DAREN M. LABEREE Site Planner/GIS RESPONSIBILITIES Mr. Laberee is responsible for planning and design services on private and public projects. He works on site plans, planting plans and special color presentations. He performs area analysis, covertype mapping, graphics production, and database analysis using the ArcView 3.Oa Geographic Information System and other software. EDUCATION Bachelor of landscape Architecture and Bachelor of Environmental Design, North Dakota State University Advanced ArcView GIS, ESRI Learning Center EXPERIENCE Mr. Laberee joined Westwood in 1999. Mr. Laberee brings with him experience in planning and layout. His previous work experience also includes landscape design for a design build company. Mr. Laberee has been using ArcView 3.Oa Geographic Information System to analyze and map project areas. He also has experience with a variety of computer software such as AutoCad, Adobe Photoshop, Adobe Illustrator, Microsoft Access, and Microsoft Office. Prior to joining Westwood, Mr. Laberee worked for Lan -De -Con Inc. as a landscape laborer, crew foreman, and designer. REPRESENTATIVE PROJECTS • Minnehaha Creek Trail Planning - production of construction plans for site amenities and stream bank stabilization; Minneapolis, MN • Kurak Site - land analysis graphics for a 154 acre site using ArcView and Autocad; Ramsey, MN • Evermoor - design and production of a development portfolio for a proposed 554 acre residential project; Apple Valley and Rosemont, MN • City of Maple Grove Trail Study - graphics and production for citywide trail plan. • Riverdale - landscape and site amenity planning on 118 acres of a retail/commercial site in Coon Rapids, MN • Town Course Heights - site and landscape design for mixed use residential development of 50 acres adjacent to Chaska Municipal Golf Course • Mayer (various properties) - concept master planning and site development on approximately 600 acres near the City of Mayer, MN • Seed Site - concept master planning on approximately 1,000 acres in Empire Township, MN PROFESSIONAL ASSOCIATIONS • Associate Member, ASLA RESUMES WESTWOOD PROFESSIONAL SERVICES, INC DANIEL J. SJORDAL Landscape Architect/Planner RESPONSIBILITIES Mr. Sjordal is responsible for the management of individual projects, including the generation of conceptual designs, drawings and plan documents as well as communication with clients. EDUCATION Bachelor of Landscape Architecture; University of Minnesota, Twin Cities, 1988 Prior to joining Westwood in 1998, Mr. Sjordal worked with an urban planning consulting firm and a landscape architectural firm for a combined total of ten years. In the area of urban planning, Mr. Sjordal is experienced in the preparation and application of comprehensive plans that address land use, recreation, transportation, natural resources, landscape planning and development management. Mr. Sjordal has been involved in urban design projects such as streetscape designs, courtyards, parking facilities, recreational facilities, and planting designs for many applications. He has designed subdivisions as well as more detailed designs for residential, commercial, and industrial uses. REPRESENTATIVE PROJECTS Concept Master Planning: • Cobblestone Lake, a 320 -acre mixed-use development in Apple Valley, MN. This project required an AUAR. • Polk City Golf Course, a 576 -acre golf course and residential development in Polk City, IA. This project required a Federal EA. • Seed Property, a 1,000 -acre development in Empire Township, MN. • Club West, a 250 -acre project, including park design, in Blaine, MN. • Nordic Square PUD, a 420 -acre mixed-use development in Lakeville, MN. Site Design: • Canal Park Drive; Duluth, MN • Winnetka Streetscape; Golden Valley, MN • Rochester Flood Control and Trail System -Stage 2A; Rochester, MN • Rest Area Site Design; New Salem, Whapeton, Drayton, and Devils Lake, ND • Devils Lake Senior Campus; Devils Lake, ND • Valley City, Mayville State University Master Plans; ND • Ackeberg Community Campus; St. Louis Park, MN • West Lake Streetscape Improvements; Wayzata, MN Community Planning: • Park, Trail and Open Space Plan; Sherburne County, MN • Park and Trail Plan; Monticello, MN • Comprehensive Plans; North Liberty, IA - Watertown, Monticello, Buffalo, Plymouth, MN • Cherry Street/Downtown Redevelopment Plan; North Liberty, IA • Industrial Park Planning; Cities of Carver, Big Lake, MN - City of Prescott, WI • Growth Management Planning; Belle Plaine, Lakeville, MN REGISTRATION Registered Landscape Architect, Minnesota and Wisconsin PROFESSIONAL ASSOCIATIONS AND CIVIC PARTICIPATION Member, American Planning Association Member, ASLA Mentoring Program, University of Minnesota Student Critiques, University of Minnesota RESUMES WESTWOOD PROFESSIONAL SERVICES, INC MATTHEW C. VOLLBRECHT Environmental Scientist RESPONSIBILITIES Mr. Voilbrecht is responsible for preparing wetland delineations and functional assessments, wetland planning and permitting, environmental impact assessments, lake and stream assessments, and other duties associated with wetlands, water resources, natural areas, and land use. EDUCATION • Master of Science Candidate, Aquatic Ecology, St. Cloud State University, St. Cloud, Minnesota. • Bachelor of Science in Aquatic Biology, St. Cloud State University, St. Cloud, Minnesota, 1998. Mr. Vollbrecht has performed wetland delineations, wetland mitigation monitoring, lake and stream studies, and field investigations to support environmental impact assessments for projects throughout central Minnesota since 1997. He has monitored wetland hydrology to resolve a disputed wetland delineation, performed lake water quality analyses and stream bioassessments using macroinvertebrates, inspected construction operations, and classified soils for geotechnical investigations. Mr. Vollbrecht has also monitored wetland replacement success for residential and golf course developments. His diverse environmental background prior to joining Westwood includes over two years of experience with a Saint Cloud environmental consulting firm, a central -Minnesota geotechnical engineering firm, and the Minnesota Department of Natural Resources. He is currently writing his Master's Thesis in Aquatic Ecology, which is entitled "A Macroinvertebrate Rapid Bioassessment of Coldwater Streams in Central Minnesota". REPRESENTATIVE PROJECTS • EAW—Environmental Assessment Worksheets – Assisted with preparation of EAWs for residential developments in Sartell and Sauk Rapids, MN. • Wetland Delineations and Determinations – Jurisdictional delineations and determinations completed for proposed developments in Avon, Saint Cloud, Sartell, Sauk Rapids, Brainerd, Glencoe, and Sherburne, Mille Lacs, and Cass Counties, MN. • Wetland Replacement Monitoring – Assessed the size, contours, vegetation, hydrology, and soils of constructed wetlands in Albertville, Cold Spring, Elk River, and Annandale, MN. • Wetland Hydrology Monitoring – Monitored the depth to water in an area served by agricultural drainage tile to resolve a wetland delineation dispute and obtain local government approval, Cold Spring, MN. • Wetland Permitting – Currently conducting research on wetland avoidance alternatives and coordinating a pre -application interagency meeting for a telecommunications tower in northwestern Wisconsin. CERTIFICATION AND PROFESSIONAL TRAINING • U.S. Army Corps of Engineers Wetland Delineator Certification Training, Richard Chinn Environmental Training, 1999. PROFESSIONAL ASSOCIATIONS • Member, Wetland Delineators Association RESUMES r WESTWOOD PROFESSIONAL SERVICES, INC ALLISON M. FRASER Environmental Scientist RESPONSIBILITIES Ms. Fraser performs wetland delineations, wetland monitoring, environmental permit applications and other duties associated with wetlands, water resources, wildlife habitat, and land use. She also performs natural resource cover type mapping, spatial analysis, and relational database operations using the ArcView 8.2 Geographic Information System and other software. EDUCATION • Master of Science in Soil, University of Minnesota, Minneapolis Minnesota, present. • Bachelor of Science in Zoology and Biological Aspects of Conservation, University of Wisconsin - Madison, 1999. EXPERIENCE Prior to joining Westwood in May 2002, Ms. Fraser had two years experience as an environmental scientist for a consulting firm in Duluth, MN. Ms. Fraser has conducted wetland delineations, prepared wetland permit applications, assist in wetland mitigation designs for projects, coordinated the purchase of wetland banking credits, assist in preparing Environmental Assessment Worksheets, and conduct Phase I and Phase 11 Environmental Assessments. Since joining Westwood, Ms. Fraser has been trained in ArcView 3.2 and ArcView 8.2 Geographic Information System to prepare maps, exhibits, and data analysis for environmental reports, planning documents, and public meetings. REPRESENTATIVE PROJECTS • EAW— Environmental Assessment Worksheets– Assisted with EAW preparation for Glacier Paving, Canosia Township, MN; completed the EAW for Elk River Station, Elk River, MN and completed the EAW for Lake Fremont Property, Lavonia Township, MN. • Wetland Delineations and Determinations – Completed numerous residential and commercial developments in northern Minnesota and Wisconsin, and in the seven -county metropolitan area. • Wetland Permitting – Completed for Minnesota Wetland Conservation Act (WCA), U.S. Army Corps of Engineers, and Minnesota DNR approvals – HOM Furniture, Duluth, MN; Arrow Wood Acres, Hermantown, MN; Pemtom Land Company, Eden Prairie, MN. • _Wetland Banking and Mitigation Site Assessment – Wetland Banking, Aitkin County, MN. • Wetland Buffer Monitoring – Projects in Eden Prairie, MN. • Wetland Monitoring – Projects in Brooklyn Park, MN, Victoria, MN, Lakeville, MN, Stillwater, MN, Elk River, MN, and Farmington, MN. • Forest Inventories and Evaluation – Projects in Eden Prairie, Elk River, Inver Grove Heights, and Brooklyn Park. CERTIFICATION AND PROFESSIONAL TRAINING • Hydric Indicators and Redoximorphic Features in Soils Training, 2000 • Delineation of Coastal Area Wetlands in Minnesota Training, 2001 • Introduction to ArcView GIS (SSRI authorized training program), 2002 PROFESSIONAL ASSOCIATIONS • Member, Society of Wetland Scientists • Member, Wetland Delineators Association RESUMES WESTWOOD PROFESSIONAL SERVICES, INC DWIGHT K. DELLE, P.E. Principal RESPONSIBILITIES Mr. Jelle is responsible for land development activities for the Eden Prairie office. EDUCATION Bachelor of Civil Engineering, University of Minnesota, Minneapolis, 1985 College of Forestry, University of Minnesota, Minneapolis, 1979-1982 EXPERIENCE Since joining Westwood in 1989, Mr. Jelle's work has included design and project management of preliminary and detailed site improvement approvals and plans, including environmental studies, utility design, hydrology/hydraulic studies, specification writing, construction cost estimating, bidding assistance, public information presentations, and construction supervision. The participation of Westwood's full-service departments has enabled Mr. Jelle to exercise full project management control on the majority of these projects. Experience with federal, state, municipal and private clients has created a diverse background that includes projects from parking lots to highway flyover interchanges to multi -span bridges. Single projects involving all of these aspects have enabled him to negotiate several alternative design solutions to the satisfaction of the public. Creative solutions to project approvals are a specialty at Westwood. Searching out unique processes with public/private development proposals has enabled Westwood's clients to maximize project efficiencies while working with the environment. REPRESENTATIVE PROJECTS • Cobblestone lake — 320-acre/1200 home mixed-use development; Apple Valley, MN. This project included an AUAR. • Woodbury Village. - 177 acre/500,000 sq. ft. power center; Woodbury, MN. This project included an EAW. • Dufferin Park - 386-acre/500 lot single family residential subdivision; Savage, MN. This project included an EAW. • Southport Centre - 50 acre/300,000 sq. ft. retail center, Apple Valley, MN • Evermoor- 540 acre/1200 home mixed use residential subdivision; Apple Valley, Rosemount, MN. This project included an AUAR. • West Ridge Market - 65 acre mixed use project consisting of 250,000 sq. ft. retail, 214 unit multi- family component, church relocation, and senior housing. • Trillium Bay - 88 acre/49 lot upscale residential development on Lake Minnetonka; Minnetrista, MN • Legends of Stillwater - 75 acre/154 lot "quasi traditional" development on Long Lake; Stillwater, MN • Liberty on the Lake - 150 acre/350 lot "quasi traditional" development on Long Lake; Stillwater, MN • AUAR participation in Stillwater • Riverdale Village - 120-acre/1,000,000 sq. ft. regional shopping center; Coon Rapids, MN. This project included an EIS. REGISTRATION Registered Professional Engineer - Minnesota and Wisconsin PROFESSIONAL ASSOCIATIONS American Society of Civil Engineers RESUMES WESTWOOD PROFESSIONAL SERVICES, INC SHANNON T. HANSEN Environmental Scientist/GIS RESPONSIBILITIES Ms. Hansen prepares environmental review documents and performs natural resource cover type mapping, tree inventories, forest mensuration, and woodland evaluations. She analyzes land use and land cover through spatial analysis and relational database operations using the ArcView 3.2 and 8.2 Geographic hdomration System and other software. EDUCATION • Bachelor of Science in Natural Resources and Environmental Studies, minor in Forest Resources, University of Minnesota -College of Natural Resources, 1999 President's Leadership and Services Award, Xi Sigma Pi National Forestry Honor Society EXPERIENCE Since joining Westwood in 1999, Ms. Hansen has analyzed woodlands and forest cover, delineated wetlands, prepared Environmental Assessment Worksheets (EAW), Alternative Urban Areawide Reviews (AUAR), and prepared exhibits for environmental review documents and other projects. Prior to joining Westwood, Ms. Hansen provided technical, mapping, and planning assistance for development of the Carver County Land Use Plan, worked with the Metropolitan Council to develop a database on visitor use and open space system planning document, and assisted the U.S. Army Corps of Engineers with recreational programs. She also has experience with a variety of computer software programs such as Adobe Photoshop, Adobe Illustrator, Microsoft Access, and Microsoft Excel. REPRESENTATIVE PROJECTS • AUAR—Alternative Urban Areawide Reviews – Assisted with AUAR preparation, GIS analysis and exhibits for the Cobblestone Lake and Ferche Mixed -Use Developments in Apple Valley and Sartell, MN, respectively. • EAW—Environmental Assessment Worksheets – Assisted with EAW preparation, distribution, response to comments and GIS analysis and exhibits for Bayport West Development, Bayport; Towne Lakes Residential Development Phase I and Phase II, Albertville; and Carrigan Meadows Residential Development, Waverly, MN. • Vadnais Lake Area Water Management Organization Comprehensive Wetland Plan – Manipulated and queried a database containing over 300 wetland records in ArcView 3.2 to assign wetland values and prepare wetland maps, summarized wetland planning data solicited from municipalities and residents via a questionnaire, Ramsey and Anoka Counties, MN. • Maple Grove Forest and Open Space Plan – Evaluated cover type boundaries and natural cultural values in the field, created cover type mapping based on the MLCCS, Maple Grove, MN. • Medina Natural Resource Preservation Planning – Analyzed MLCCS mapping data, soils, slopes, and wetland data in ArcView 3.2 to provide the City with graphics and recommendations useful in open space preservation planning, Medina, MN. • Evermoor Residential Development – Applied forest mensuration techniques to estimate tree density, analyzed mensuration data using Excel spreadsheets, and created GIS mapping, Rosemount, MN. CERTIFICATION AND PROFESSIONAL TRAINING • Certified GIS Specialist (ESRI authorized training program), 2000 • Certified Master Gardener, University of Minnesota Extension, 2002 PROFESSIONAL ASSOCIATIONS AND CIVIC PARTICIPATION • Member, Society of American Foresters • Member, Minnesota Native Plant Society • Member, Wetland Delineators Association • Treasurer/Secretary, Board of Directors, College of Natural Resources Alumni Society • Mentoring Program, University of Minnesota I'M_41 C WESTWOOD PROFESSIONAL SERVICES, INC DAVID M. WEETMAN Environmental Scientist RESPONSIBILITIES Mr. Weetman is responsible for wetland -related project management, preparing wetland delineations and functional assessments, wetland planning, environmental permit applications, environmental review documents and other duties associated with wetlands, water resources, wildlife habitat, and land use. EDUCATION • Master of Science in Environmental Science, Miami University, Oxford, Ohio, 1995. • Bachelor of Arts, Biology/Environmental Studies, Hanover College, Hanover, Indiana, 1991. EXPERIENCE Mr. Weetman has over eight years of experience conducting wetland inventories and delineations. He has prepared functional wetland assessments, wetland permit applications, and mitigation designs for projects distributed throughout the Twin Cities metropolitan area and the state. Mr. Weetman joined Westwood in 1999, bringing with him over five years of environmental consulting experience with another Twin Cities firm. Prior to consulting, Mr. Weetman spent two years conducting wetland research and preparing a county environmental inventory at Miami University in Oxford, Ohio. He has routinely prepared environmental site evaluations and Environmental Assessment Worksheets. REPRESENTATIVE PROJECTS • AUAR—Alternative Urban Areawide Reviews – Assisted with AUAR preparation for Cobblestone Lake, Apple Valley and the Ferche 600 parcel, Sartell, MN. • EAW—Environmental Assessment Worksheets – Assisted with EAW preparation for projects in Andover, Albertville, Maple Grove, Waverly, Farmington, and Mayer, MN. • EA—Federal Environmental Assessments – Assisted with the Polk City Golf Course, Polk City, Iowa • MnRAMs and Functional Assessments – Wetlands in Eden Prairie, Albertville, and Maple Grove, MN. • Threatened and Endangered Soecies Survey – Polk City Golf Course, Polk City, Iowa. • Wetland Delineations and Determinations – Completed numerous residential, commercial, utility, public works developments statewide and in the metropolitan area. • Wetland Banking and Mitigation Site Assessment, sites in St. Paul and Corcoran, MN. • _Wetland Buffer Monitoring and Monument Design – Projects in four Minnesota Cities. • Land Cover Classification and Recreational Trail Routing – City of Maple Grove Parks. • Wetland Permitting – Completed for Minnesota Wetland Conservation Act (WCA), U.S. Corps of Engineers, and Minnesota DNR approvals in over 20 Minnesota Cities including Chaska. • Wetland Violation Coordination – Coordinated mediation and efforts to restore filled wetlands, Stephan Property, Independence, MN. • Tree Surveys – Conducted in six Minnesota Cities. • Bearoath Golf and Country Club Wetland Monitoring – Designed and implemented a bog vegetation monitoring program, Eden Prairie, MN. • Great Lakes Pioeline Proiect• Red Lake Falls Minnesota – Delineated approximately 100 wetlands along 30 miles of proposed pipeline expansion right-of-way in northwestern Minnesota. CERTIFICATION AND PROFESSIONAL TRAINING • Minnesota Wetland Conservation Act Administrative Training, BWSR, 2000 • Certified Master Gardener, University of Minnesota Extension, 2000 • Jurisdictional Delineation of Wetlands in Minnesota, MASWCD, June 2001 PROFESSIONAL ASSOCIATIONS • Member, Society of Wetland Scientists • Member, Wetland Delineators Association • Member, Minnesota Native Plant Society RESUMES 9!i G'UUD Anne Ketz SUMMARY OF QUALIFICATIONS Anne Ketz's career in cultural resources management and planning extends over 20 years. Her experience covers the United States, Great Britain, India, Israel, and Canada. Anne has a recognized expertise in guiding clients through the maze of preservation legislation at federal, state and local levels. Anne's sensitivity to others and her sense of diplomacy has brought successful conclusion to complex and potentially controversial projects. She has worked closely with American Indian elders to ensure respect for their heritage in planning development. Throughout Anne's career she has demonstrated a unique commitment to the community through public speaking, publications of popular materials on historic and archaeological resources, media interviews, teaching school programs, volunteer and intem training, tutoring in archaeology, and the design and installation of museum displays. Anne meets the Secretary of the Interior's Professional Qualifications Standards for work in history, architectural history, and archaeology. EDUCATION 1986 M.A., Historical Archaeology, University of Massachusetts -Boston, MA 1981 Graduate Certificate in Museum Studies, University of Leicester, England 1980 B.A., Hons. Ancient History/Archaeology, University of Manchester, England PROFESSIONAL EXPERIENCE 1992 -date The 106 Group Ltd., St. Paul, MN; President and Technical Director ■ Maintain close and open communication between clients, SHPO, State Archaeologist, American Indian leaders, project team members, and other concerned parties, to ensure smooth progress of projects • Define project scopes in consultation with clients and review agencies ensuring the highest quality product • Develop public outreach programs and seek innovative solutions to complicated preservation issues. Identify ways our cultural resources can enhance development projects 1991-1992 BRW, Inc., Minneapolis, MN; Principal Investigator Principal Investigator for cultural resources projects including architectural history and archaeology surveys in Minnesota, Iowa and Seattle, Washington 1987-1990 Engineering -Science, Inc., Washington, D.C.; Laboratory Director and Data Manager ■ Development of all laboratory procedures, processing and analysis of artifacts, coordination with field staff, and training and supervising laboratory staff • Metropolitan Washington Airports Authority; managed creation of computerized corporate archive of more than 20.000 archival materials REPORTS AND PUBLICATIONS Author or co-author of over 60 cultural resources and historic preservation reports in the District of Columbia, Maine, Maryland, Massachusetts, Minnesota, New Hampshire, New Jersey, North Dakota, Virginia, and Washington, Wisconsin; and ten data recovery/mitigation reports in the District of Columbia, Iowa, Massachusetts, Minnesota, and Virginia. !1J William Stark SUMMARY OF QUALIFICATIONS Over the past several years, Will has worked on preservation and architectural documentation projects in Minnesota, New York and North Dakota. His work has included preservation consultation for Split Rock Lighthouse, a historic structure report for an 18th century farmhouse, research on the economic and architectural feasibility of the adaptive reuse of downtown department stores, architectural history investigations, a scenic byway study and public history interpretive reports. Other skills include historic survey and documentation techniques, preservation law, Geographical Information System (GIS) technology and real estate principles. Additionally, Will has 10 years of experience working in human resources where he has been called upon to facilitate group meetings, design and conduct educational workshops, coordinate employee meetings and events, and lead quality improvement process teams. He meets the U.S. Secretary of the Interior's Professional Qualifications Standards for architectural history and history. EDUCATION 1999 M.A., Historic Preservation Planning, Cornell University, Ithaca, New York 1993 M.A., Human Resources Management, Marymount University, Arlington, Virginia 1987 B.A., Religion, Trinity University, San Antonio, Texas PROFESSIONAL EXPERIENCE 1999 -present The 106 Group Ltd., St. Paul, MN; Architectural Historian and Historic Preservationist Responsible for research, writing, fieldwork and historic context development of compliance surveys and determinations of eligibility for the National Register of Historic Places. Additional responsibilities include developing heritage tourism initiatives, historic preservation assessments and historic structure reports for conservation and preservation projects. 1998 Minnesota State Historic Preservation Office, St. Paul, MN; Intern • Documented one of Minnesota's "10 Most Endangered Sites." Participated in re -use study for historic Minneapolis building. Participated in historic cultural landscape research trip. 1995-97 The American Association for the Advancement of Science, Washington, D.C; Benefits Manager Managed the administration of employee benefits programs for staff of 300. Communicated benefits plans through employee meetings, memos, flyers and special events. 1990-95 Greater Southeast Healthcare System, Washington, D.C.; Benefits Manager Communicated and introduced employee benefit plans. Supervised staff. Administered benefits programs for 3,000 employees. Counseled employees regarding benefits and retirement options. Coordinated with vendors for open enrollment. Resolved employee benefit issues. Wrote employee newsletter items. REPORTS AND PUBLICATIONS Author and co-author of numerous architectural history compliance reports, preservation studies, interpeetive reports, and professional publications. Andrea Vermeer SUMMARY OF QUALIFICATIONS Over the past eight years, Andrea has supervised and participated in archaeological projects in the Midwest and the Southwest. Andrea has served as historian on numerous projects involving archival research, the development of historic contexts, and determinations of eligibility for architectural and historical properties. Examples of such projects include the evaluation of historical properties associated with the Chicago, Milwaukee, and St. Paul Railroad in Minneapolis; the mitigation study of a nineteenth-century farmstead in southeastern Minnesota; and the survey and evaluation of mining features at Organ Pipe Cactus National Monument, Arizona. She meets the U.S. Secretary of the Interior's Professional Qualification Standards for archaeology and history. EDUCATION 2001 Ph.D. Candidate, Anthropology, University of Arizona—Tucson, AZ 1999 M.A., Anthropology, University of Arizona—Tucson, AZ 1995 B.A., Anthropology, Creative Writing, and Literary Studies, Beloit College, Beloit, WI PROFESSIONAL EXPERIENCE 2001 -present The 106 Group Ltd., St. Paul, MN; Archaeologist Write project scopes and research designs for survey, testing, and data recovery projects, as well as related technical reports; conduct archival research, cultural resources assessments, Phase I archaeological surveys, Phase II archaeological testing projects, and Phase III mitigation projects 2001 Statistical Research, Inc., Tucson, AZ; Archaeologist Conducted Phase I reconnaissance survey and Phase 11 subsurface testing at precontact and post - contact period sites in the southwestern United States; analyzed historical -period materials from data recovery projects 1999-2001 The Western Archeological and Conservation Center, National Park Service, Tucson, AZ; Archaeologist Project Director responsible for writing scopes of work, budgets, research designs, and project reports; directing and supervising projects involving site survey, mapping, subsurface testing, data recovery, and laboratory analysis; and evaluating sites for eligibility to the National Register of Historic Places 1998-1999 Grasshopper Roosevelt Red Ware Project, University of Arizona—Tucson; Research Assistar to Conducted literature searches on Roosevelt Red Ware. Reconstructed and performed design analysis on Roosevelt Red Ware vessels from Grasshopper Pueblo in east -central Arizona 1998 Statistical Research, Inc., Tucson, AZ; Archaeological Field Technician Performed Phase H field tasks, including site survey and subsurface testing at Yavapai, Sinagua, and Hohokam sites in central Arizona. REPORTS AND PUBLICATIONS In press Archeology at Desert View Road, Grand Canyon National Park. WACC Publications in Anthropology Series. United States Department of Interior, National Park Service, Western Archeological and Conservation Center, Tucson. 2000 Ceramics and Objects of Clay. In Archeological Excavations at Tonto National Monument. Excavations of Rooms 15 and 16, by Gregory L. Fox, pp.61-81. WACC Publications in Anthropology Series 73. United States Department of Interior, National Park Service, Western Archeological and Conservation Center, Tucson. o,-14 Park and Recreation Commission — April 25, 2006 Daniel: I definitely will, thank you very much. Scharfenberg: Alright. Daniel: So appreciate and looking forward to it. Scharfenberg: Good. And Anne, good to see you back. Murphy: Thank you. Glad to be back. Hoffman: Two terms. So there are term limits now on our commission so you can serve up to 2 terms and then you're out so make the best of it. REVIEW PARK & TRAIL REQUIREMENTS FOR THE PRESERVE, 1630 LYMAN Hoffman: Thank you Chair Scharfenberg and members of the commission. Apologize the overhead went out last night so we'll use a handout that you have in the packet and then both the applicants and myself will step forward and utilize the board to run you through the development. The property or the application called the Preserve is located in the 2005 MUSA area. I think all of you are probably familiar with this area. If not, labeled as the 2005 MUSA, maybe the AUAR study area. Maybe the farm field south of Lyman Boulevard. Maybe the Degler Farm. All the things would be accurate. This is actually the Gayle and Lois Farm. Family farm. Gayle's father and mother owned the farm to the west which would be Dean and Lois Degler. This is the fourth development that's been proposed in this particular area. On the front page of the report it talks about the summary of the request. The request being a PUD or a planned unit development and site plan approval to build 155 single family homes. With a conditional use permit for developing within the Bluff Creek Overlay District, as well as grading within the flood plain. The next graphic shows part of the AUAR study indicating that the number of units approved under the AUAR, or the AUAR assumption is 1,584 homes were contemplated or approved that area. If you flip to page 2, the next chart indicates the 4 different proposals that we're working with. I'll point them out on the overhead. Top one, Liberty at Bluff Creek is the only one with final approval. It's currently under construction. The grading has commenced if you've noticed to the south on Audubon Road. And has 90 gross acres and then 444 units townhome units in that particular area. As to neighborhood amenities, association playground and then an association pool. Some green space that has been preserved as a part of the Bluff Creek Overlay District. Has a trail connection down to the Bluff Creek trail on the north side, and then it also has some internal trails to loop around to the neighborhood amenities. Liberty at Creekside and it was reviewed by the council and tabled last night but it is generally located in a little bit of an isolated location at the center or south central part of the MUSA region. 146 units. Pioneer Pass, last night was approved by the council first go around and not final plat. It has 81 single family homes. It also has the park that you took at look at and approved, or recommended as a public park. 4.72 acres in this location. The Liberty at Creekside is also proposing about a half acre totlot area at that location. And then the application we're looking at tonight, again gross acres, 80 acres. Net acres 31.33 and 155 units. Generally Park and Recreation Commission — April 25, 2006 situated north and south on an 80 acre parcel. On this map what you're seeing is again a private association area. Staff is also proposing that these 5 lots be deleted from the plat and that area be used for a combination of uses. Storm water pond, a trail head, a view shed into the area. The applicant will talk about what they feel is that would create a hardship on their development, or their subdivision application this evening so they'll discuss that and discuss that issue with you. And then the trail is really the premiere aspect of the entire Bluff Creek area, and this particular application includes a ... section of the trail. Bridge. It will have an overpass. Over the top of the creek. And then as you move north, there will eventually be an underpass under Lyman Boulevard at this location and when Lyman Boulevard is upgraded. Some questions on the layout. Scharfenberg: No park proposed in the Preserve area, correct? Hoffman: In here? Yes. An association amenity right here. Scharfenberg: Right. Hoffman: And then this would be, as staff had proposed it a trail head for people to park and have access to the Bluff Creek trail system. And then some ponding and just kind of a view shed as you come down Audubon to look into the Bluff Creek area. But not a public park. The comprehensive plan talks about parks and open space. I'm not going to go through all the, this is pulled directly out of the comp plan. Parks are a good thing. Open space is a good thing. Parks and open space acquisition and regulation. We obtain land for parks through a couple of different methods. Acquisition and regulation. Acquisition refers to obtaining land through easements, condemnation, donation or purchase. And then we also obtain land through zoning or the subdivision ordinance where we can take approximately up to 10% of the land. It varies depending on the density of the development, and our ordinance says 1 acre per every 75 people. So that's what we based our park acquisition plans off of. The proposed park and open space acquisition in 2005, I've gone over them on the board. But they're also on a chart on page 3, and you look in public park, we talk about the 4.72 acres at Pioneer Pass. The Preserve with the 5 lots would be 2 acres plus or minus. The total of 6.72 in public park. Private park would be over 2 acres. They've added a couple of lots here and so it would be 2 1h, maybe 3 acres in the private association type park. But then the thing that you really need to take notice of is the wetland open space. You have 115 acres. It's a total of 35% of the site and that is all the green and you have this map in the back of your packet, if you want to look at it at your desk. So it's the Bluff Creek Overlay which really was designed to save those natural features within the corridor. Granted it's not an active park. We talk about in the report there's a high school is that is proposed north of here. Will be voted on most likely in November, so there's access via the trail system and the underpass at Lyman for future, let's say you're going to move in and you're looking for a tennis court or you're looking for a very large athletic field to practice some baseball or football with your children over the weekend. You can have direct access from these neighborhoods by bike or by walking to that future high school if it's something that is approved. So there are a lot of features here. There is some may say a lack of real distinct neighborhood parks, with the exception of the one to the south. And land cost has something to do with that. The amount of open space in the Bluff Creek area has something to do with that. You just can't continue to consume land for parks and open space. You need to leave some of it for 3 Park and Recreation Commission — April 25, 2006 development as well. So those are the park and open. Let's talk specifically about the Preserve. We've been working with the applicant for a number of months and Outlot A, Outlot L and Outlot N are proposed to be preserved in public ownership. Again that's for the Bluff Creek Overlay. A total of 34 acres on this property. We were talking before the meeting that you pay for that land but then you need to, you know you're not using it except for open space designation and then it just about doubles the price of the remaining land that is potentially used for development. Outlot H, as I noted was currently shown as a single lot. The applicant has agreed to combine that with Lots 1 and 2, Block 11 into recreational space to enhance the value to the neighborhood. So as you drive through the neighborhood, to and from your home, you have a nice, commons area in the center where you could, they're proposing a playground there so for 15-20 minutes or half hour in the evening or on the weekend you can meet some of your neighbors there with young children. Talk about what's going on in the community. Become a neighborhood and let your kids play in the playground. And then you also have some space if you wanted to play some pick up catch games or something like that. There's enough space in there for those type of uses. And the applicant has expressed a willingness to accept that recommendation. Some places like on this map it's shown in all the pink. Other places it's shown as a single lot with still the two residential lots on it so don't be confused by that. Staff is also recommending again that Lots 1 through 5, Block 1 be eliminated from the plat. It's that property situated adjacent to Lyman, so you've got a sanitary sewer lift station across the road. A future industrial park development connected to it. It's physically isolated which some say is good. Some say would not be good for a residential neighborhood, but again staff, and that includes Community Development Director Kate Aanenson and our City Engineer, Paul Oehme and myself, we're recommending that those be acquired as public open space and again for a variety of uses. We don't underestimate view corridors in the community. Highway 5 has been very successful in preserving view corridors into open space. That's one of the values that our community holds is as you drive around, you can see into these places. They're not, the views are not blocked. That's one of the reasons we acquired the lot just to the north of that little lift station. That's a 4 acre parcel that was purchased in a past open space referendum to allow that view to the north, that goes up to the new high school. As a ponding location for future road improvements, you're probably all familiar with the south half of Audubon is not upgraded as of yet. The last time the north half was upgraded, council said you know it's still a rural road and it still needs to be upgraded now some 15 years later, and there'll need to be additional ponding to take the water off of that road from the curb and gutter down into a ponding area so this could be one location for that ponding. And then also for a trail head, the Bluff Creek corridor, 4 mile trail. 4 plus miles of trail throughout there going north and south, will be a regional and more a local draw so people living off the corridor could drive to this location. Park at a trail head. Look at a map kiosk and decide if they want to go north or south, and then take off on a bike trip, either to Chaska to the south LRT or they could go north to Minnewashta Regional Park so they would have a trail head in the center. Talking about trails, or continuing that conversation. What we ask is that the applicant work on the design, engineering, the construction of the trail as a part of their development. It makes it a more fluid process, and then we as a city and as a community pay for the construction costs and materials, and they will absorb the cost for engineering, construction as a part of their proposal. This practice has been done up and down the Bluff Creek corridor and other areas throughout the city, and has worked really well for the community. And then the applicant is also responsible to build a connector trails. Obviously when you have this beautiful resource right next to your neighborhood, you want to connect N Park and Recreation Commission — April 25, 2006 people to it and so they're currently showing two connectors, and we just missed a third. The third is really north... We have one on the north coming through this area. One to the center. We're actually showing two on here. I think it's the one at this location because of some grade concerns in the center one. But then we need to go with this third one coming down here so it can connect out to the street, actually the end of this street and then a connection up to the north. To get people from the neighborhood down into the Bluff Creek trail corridor. So the recommendations that we are giving the commission to consider, and to form some sort of a recommendation to City Council are, one. The payment of full park dedication fees at a rate in force at the time of the final plat. And then a note to that, that a percentage of those fees may be dedicated, granted back to the applicant in the event that we do acquire the five lots on the north side of the development. The northwest side of the development. Two, that the applicant shall provide all design, engineering, construction and testing services required in the Bluff Creek trail. All construction documents shall be delivered to the park director and the city engineer for approval prior to the initiation of each phase of the construction. It may be built in a single phase. It may be built in multiple phases. The trail shall be 10 feet wide, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of the construction materials for Bluff Creek, and that includes the bridge and the other elements that go along with that bridge. And then this reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice from the applicant documenting those costs. Three, that Outlot H be enlarged by the two lots. Two additional lots. Lots 1 and Lot 2, Block 11. And that the resulting property be utilized as a private association operated open space and recreational sites. And then finally that Outlots A, B, L and H, the Bluff Creek open space area be conveyed to the city as public property by warranty deed. And I'll be happy to answer any questions that you have for staff. And then would ask that the commission give the applicants a chance to speak as well. Scharfenberg: Okay. Jack, any questions for Todd? Spizale: I've got one. Why are some of these marked public streets and private streets? Brian Sullivan: Hi, I'm Brian Sullivan with Ryland Homes. The development, you almost have to kind of back up quite a ways to kind of get to the answer of that but as we were working through the site planning and looking at the Degler property, and looking at different ways of developing it. We looked at coming in here with townhouse type development and we looked at traditional single family type of development, and as we're studying the marketplace and trying to determine what was the best fit for this piece of property, and looking at the Bluff Creek Overlay zone and the wetlands that are on the property and all, kind of all these issues kind of combined together. We came up with this concept that we've been working on in some of other communities which is a little bit smaller, little bit smaller lot that still has all the amenities that people are looking for so we had this whole issue with the public right now, they still want 3 car garage but they don't necessarily want a large yard with it and as we worked in other communities, you start to look at what a 3 car garage does and what does the streetscape as you're driving through a community and what you'll see is all garages, a lot of garage doors and not much front of the house here so what we worked, and been working on is this concept of a cannon stalled garage so we have a 3 car garage but one of the garage stalls is actually behind one of the other cars so throughout most the development here you'll see only 2 garage doors 61 Park and Recreation Commission — April 25, 2006 instead of 3 garage doors. So that was one of the kind of concepts that we're working on here. And then we're also playing with this idea of clustering the development and clustering has to do with this whole idea of trying to pull things away from the creek as much as possible. And one of the ways to help minimize the size of the development and minimize the amount of impacts under the creek as to cluster the homes, which is a little bit smaller lots that we're proposing, and also look at what we can do in the right-of-way and so working with the city staff we determined where the public streets need to be and the right-of-way width that would have all the kind of traditional sidewalks and traditional setbacks from the street that the city wants and something that the city can maintain. Snowplows can go through easily and all that kind of stuff so, there's some public streets throughout the development there that are labeled as public. But then as we're working through parts of the, we developed these kind of loops off the public street that are private streets. They're still the same width as the public street. They're the same width that they're asking for that meets the city standards for width of the street, but we have narrowed that right-of-way width down. Instead of being I think it's 60 feet, it's actually 42 or 41 feet, so those streets are a private street. They're still within the, and it's a private easement that goes over the top of it as a private right-of-way but, and they're maintained by the Homeowners Association but the streets private streets instead of public streets and they're maintained by the homeowners association. So kind of a long winded answer as to how we got there but it has to do with trying to pull back from the Bluff Creek overlay zone as much as possible. And trying to address some of the needs of the buying public and trying to provide a nice nitch within the larger neighborhoods here as to house style that's, that provides something a little bit different than what the larger lots on the Sever Peterson property and the stuff that Town and Country's doing, the multi family stuff there so. That's how we kind of got to this. Spizale: So the public streets are going to have sidewalks? Brian Sullivan: Yes. All the streets have sidewalks. Have sidewalks along side. Spizale: The private ones too? Brian Sullivan: Yes. Spizale: Okay. Brian Sullivan: And that was part of ... too is to make sure it's a very walkable neighborhood and the sidewalks all connect to the trails, the private trails that lead down to the Bluff Creek trail and all that so. Murphy: Sorry to interrupt. Did you say sidewalks on one side or both sides? Brian Sullivan: I think they're on one side, yeah. The main public street might have sidewalks on both sides but. Hoffman: It does. 0 Park and Recreation Commission — April 25, 2006 Brian Sullivan: Yeah. There's some recommendations by city staff to, some of the streets with sidewalks on both sides. They said remove some of these and to be honest with you I'm not sure why that's being done but they had some engineering reasons for that. To remove some of them. Hoffman: Planning staff is recommending sidewalks on one side of the public streets. Or private, excuse me. Scharfenberg: Jack, any other questions? Spizale: No. Scharfenberg: Jeff. Daniel: Todd, I do have one question. The trail coming down from, that's on Audubon right now. That stops off at I think Valley Creek North or South. Right at that point. Is that going to be extended all the way down to? Hoffman: It will. When Audubon is upgraded. Daniel: Okay. So it is going to be. Ahight. And with regards to some of the changes that we're recommending as far as with the, the lots that are off The Preserve right here. I'm just kind of thinking things out as far as how that might have an impact on it obviously and so, I think that's about it. All I have. Scharfenberg: Anne. Murphy: Just a question on the trail connections and the trail heads. Are those the responsibility of the city or the? Hoffman: The trail head would be built by the city. The trail connectors, which are private coming out of the development, are the responsibility of the applicant. And then the public trail, which is down in the creek corridor, will be built by the applicant but we will reimburse them for the material cost. Murphy: So that's included, the trail connector's included in this recommendation? I just didn't see trail connector anywhere so. Hoffman: Yeah, they can use those as trail connectors. Murphy: Okay. Scharfenberg: Paula. Atkins: Todd, can you show me on that map where the high school would be built? The general. Park and Recreation Commission — April 25, 2006 Scharfenberg: Way up in that left hand corner. Atkins: That's what I thought. Hoffman: Starting at this corner and, and the first debate will be whether or not this intersection will turn into a full intersection or not. Or take people straight into the high school site right here. Daniel: Todd, where's the entrance going to be? At least theoretically. Is it going to be at the T of Lyman there or is it going to be kind of where that barn is right now? Hoffman: Yeah, maybe one here. There might be one up farther... It would have two access points at a minimum onto Lyman. Scharfenberg: Tom, any questions? Kelly: So it's the city's responsibility for all plowing? Hoffman: The creek, comprehensive trail in the creek is the other one would not be. There'd be plows as part of the private, and then the neighborhood, the private drives. Trails. Scharfenberg: And would the applicant, do they have any? Go ahead. Dan Cook: I've had a cold for the last couple of weeks so I'll keep this relatively brief. My name is Dan Cook with Pemtom and I think Chanhassen has a great deal to be proud of with the parks and foresight of this beautiful Bluff Creek Overlay District. Todd and I talked today and I think we both agreed that this is going to be a spectacular amenity to the community. And both Pemtom and Ryland are very proud to be associated with this project and bring this vision to a reality. One thing that, and I'll keep this relatively short and then if you have any design questions or things like that, I can ... but we really had a challenge, and Todd brought this up briefly and essentially the level of cost increased in assessments to this Preserve project since November, 2005, which is about 6 months has gone up dramatically. And the projected assessments of record for the new 212 and WSA assessment increased from $1,486,879 to $1,782,054 just over that period of time so that totals almost $295,175, which is a pretty big upcharge. Along with that the storm water management ponding fees increased from $158,098 to $242,760, so that went up about $84,662, which again was a pretty big increase. And then along with that, the park dedication fees increased from $4,500 to $5,800 per lot, totally $899,000, and that's paid at the recording of the final plat. So that increase was again another $211,500. So with these three, just these three line items, and hopefully you know who knows what the future brings but you never know, that increased the project in those 6 months over $581,340, which brings an increase of about 40%. And you know we really feel that the project is going to be really compromised by losing you know 5 lots, valuable lots. They're narrow walkout, south exposure lots off of Lyman, and we talked about that a little bit today. But I guess what we'd like to pledge is we really worked hard with the city and we really want to thank the staff for all the progress that we've made on this project, and we realize, as everyone Park and Recreation Commission — April 25, 2006 does, this has really been a moving target for everybody. Todd and I talked about this today and we'd like to solve you know these economic issues together and what we're faced regarding this project. I don't know if ... we talked today and Todd's communication with the rest of the staff regarding this. That's not a surprise to anybody. Scharfenberg: Tom, any questions for Dan? Kelly: Not right now, no. Scharfenberg: Okay, Paula. Atkins: The lots in question are the ones right against Lyman? On both sides of that street or just one side? Dan Cook: Those are these 5 lots that. Daniel: In the yellow up there, in the comer. You'll see them. Hoffman: Just on one side. The east side of that. Dan Cook: Eventually we kind of reconfigured those lots several times with some of the staff's input on it to just make it better... This is guided industrial right now but they are looking at the possibility for residential. Now whether or not that comes to pass, we don't know but we also, regardless of what happens we feel that this access is going to be valuable to some degree to the people... regardless of what happens to this. Ideally from our standpoint, just because of the topography of the land, we feel it would be an asset I think to possibly blend some residential here and some industrial, but I think a lot of those decisions are going to be dependent upon what happens to the Dorsey and Fox piece because they're still kind of going through the process. Kelly: If you could come back to me. Scharfenberg: Yeah. Kelly: I apologize. So your proposal is not to have that connector right there? Dan Cook: Yeah, we want this here. I mean we are asking for this, along with there's 5 lots right in here as well. Hoffman: If the lots stay, the trail would just go around them. Dan Cook: And we talked about that. I mean maybe there's a way that you know smaller they can compromise but I guess we're just kind of in the process of trying to get that to all work for everybody. Scharfenberg: Dan why, you said that the project would be compromised without those 5 lots. Why would it be compromised? Park and Recreation Commission — April 25, 2006 Dan Cook: Just because of the economics of it. I mean right now we absorb it. Ryland Homes would absorb a portion of it. The City would absorb a portion of it. The bottom line is, ultimately it gets down to the consumer. The end user and I think that that's one thing that I think we all have to kind of look out for. By losing those lots we have an attached value on those—based on the other costs that we've aheady kind of incurred in a short period. And again, I don't think it was anybody's fault. It was just something that happened. It really is... Daniel: Dan is the, from what I understand of the development, is the average price of the home, I guess cumulative around $400,000? $425? Dan Cook: Yeah, I think it's going to depend upon what the people put into it. They're going to be walkout. A lot of them are going to be walkouts. I think some of the ones that are on the bluff, you can finish those lower levels. I think those are going to be, you know those can... The nice thing about this project thought is even though it has a 2 car garage that faces the street, it's a tandem so there's an extra garage so even people with snowmobiles or storage or whatever, they've got the ability to do that. So it's kind, it is. It's a unique product right now. ...anyone other than ... is doing a project similar to this down in Savage ... So this is something that is, you know I think with the baby boomers, some of them having a home here maybe. They want to get rid of their bigger houses. Maybe have something smaller. They don't want to live in attached type housing. They want detached housing. I think that fits that market real well. And then first time home buyers, I think empty nesters to some degree. People are looking for more of a low maintenance lifestyle. People that you know... Daniel: As I look at the 5 lots here in comparison to some of the other sizes, of lots, and based off their isolation and the view that they have, I assume they're going to be exponentially that much more expensive, as well, not only the lot but also the home that's on there? Dan Cook: Yeah. You know that's hard to say. Like I say, this has been reconfigured now... reconfigured lots but there's still 5 lots there. You know one negative thing is there's a lift station there, as Todd pointed that out, and we kind of go back and forth. If I were to buy a place here, I'd really kind of like this because I like privacy and just having a few homes there. I suppose if you had children who wanted to play with other kids and things, you'd maybe want... I think there's a strong market for that just because they're south facing and they're walkout lots so... Scharfenberg: Anne, you have any questions? Murphy: For those 5 lots, you're saying that you need the land? It's not an issue where you talked about any park dedication fees for those lots or, in lieu of the land itself. Dan Cook: Well I think that this conversation really has to be kind of continued with staff and you know hopefully come to some kind of ... and we talked about yesterday and I talked about with Kate... Hopefully we'll get it solved right ... part of the project economically and it's really been like a moving target for the city as well as us to try to make everything... ID] Park and Recreation Commission — April 25, 2006 Daniel: Actually, I mean based off of what's gone on, and I'm strictly making assumptions and mind thought process. Looking at the 5 lots and in comparison to what probably would be going in there as far as the hallmark, again what you guys make because I think that will be about a year from now. Housing prices will go up accordingly. If I do the math, that's let's say if they're half a million dollars, even $600,000 homes, it's about $3 million dollars impact to the overall cost of the project. Would that be a good statement, as far as just revenue? Not necessarily in income but. Dan Cook: Well I think yeah ... but if we, depending on what happens with those lots, that would be maybe the retail type of a thing. I guess what we'd like to do is end up with some kind of a compromise and just look at it as a reality. What are we really losing and what's the city going to gain there? The other thing that's notable I guess is that this project's going to be phased in three phases, and anticipate that somewhere in this area will be the first phase. Second phase and then this will be the following phase, and our park dedication fees are all paid up front so those will be paid in June or July... So that's $900,000 in park dedication fees that we're paying... that we theoretically won't be using for 3 years because I think Brian's staff has kind of looked at their absorption rate and how long it's going to take to work through this project in scope. I guess to answer you question, the—sit down and work with staff and get Ryland and everybody's input... Daniel: My only concern would be on this particular project, if there were single homes there, kind of similar to what I see on Kerber Boulevard and Lake Lucy Road. Dan Cook: They'd be the same as these homes that you see here... Daniel: Sure, but you know basically when you have a stand alone development, and this is really what it's going to be when you're separated from the main community like that, and there's one house that McDonald Construction has and it's been for sale for almost a year and a half now, so if you're, I see two things that are very similar in that situation. Number one, you're on a main thorough way. Lyman's very much similar to how, as far as access to the city as Powers is, with a 50 miles an hour zone. Number two is that you are leading up to a potentially, and I don't know Todd, is there going to be another access point off of? Hoffman: Audubon. Daniel: Audubon. So there'll be two access points. So basically, you know as far as commercial traffic going through there, depending upon what type of industry goes in, so those would be my two concerns. Why, from your perspective I guess I'd take a look at what's, what other developments around the city there and where they're having problems moving product based off it kind of being isolated because that McDonald Construction project, and I might be wrong but if you noticed, it's not moving, and that's because of the traffic. And it might have to do with the design of the home. The lay of the lots. I'm sure there's other factors. Dan Cook: You know it's kind of a..that's a question that personally I wouldn't have a problem with it just because I like the privacy and I think just the venue of these lots, and I don't know the McDonald lots that you're talking about but these are going to be spectacular... 11 Park and Recreation Commission — April 25, 2006 Daniel: Sure. Yeah, McDonald's stare at Powers or a back yard. Dan Cook: ...it's not bad so. Scharfenberg: Jack, any questions? Spizale: No questions. Kelly: Could I ask one more about the... If you did have the lots, the trail would just come right through? Right through that area but because of the lots you're kind of forcing the trail to kind of run parallel with the lots around, and taking a cut, is that the issue in terms of how these 5 lots and the trail? Hoffman: Yeah, the trail would look different under each scenario. The function would be the same. Depending on how, if you take 5 lots out and you build a trail head and a pond, it depends on where the appropriate location for the pond. Appropriate location for the trail head and then how the trail would wind through there. Just to give you a little bit more information on this touch down point. What's likely to happen is that the trail will cross. This is shown on this red line on that map. On the underpass. Then it will go across street grade, and then like it's shown on here, it can actually come in front and go through the lot. It could go down to the creek and around. That will be a street crossing right here at this location so. The final design... Kelly: You want to get something to link up with the trail that dead ends right at. Hoffman: Audubon. Kelly: Which is a great trail. You take that's one of the nicer trails in the city. I think. Daniel: Dan in terms of the amenities, the open space that you've got, is it just the totlot? Is there going to be a pool included in there? Brian Sullivan: The private park area would just have a totlot for now. There's a gazebo being proposed there also. And we've left the rest of the area open for active play. Pick up games or tossing the ball around, that type of thing is what's being proposed there now. Daniel: So there is some open space in addition to the totlot? Brian Sullivan: Yes there is. Daniel: Okay. Scharfenberg: Any other questions? Any discussion? We have a motion to accept staff's recommendation with respect to. Brian Sullivan: Can I interrupt? 12 Park and Recreation Commission — April 25, 2006 Scharfenberg: Yeah, go ahead. Brian Sullivan: Just one question about park dedication fees. Whether that could be, whether it could be paid for when we pull building permits instead of at the, when we submit the final plat. I don't know if that's a policy issue or not. Changing the recommendations that I'd like to request, or to consider anyway. Hoffman: The ordinance requires it at time of final plat. In the past the City has, the ordinance had allowed payment of one-third at time of plat and then two -third, the remaining two -third at the time of building permit. But it was an administrative nightmare. It has not, did not follow that practice for a half a dozen years now and it continues to be an administrative nightmare as we get rid of those lots that we are still collecting two-thirds of park dedication fees, which change on an annual basis and so right now we have about 85 different rates for park fees that we're trying to weed out and get rid of so the answer is, from staff s perspective is no, I don't think the council would approve that. It's our current ordinance that it's collected at the time of final plat. Scharfenberg: Does that answer your question? Brian Sullivan: Not the right way. Scharfenberg: Ahight. Do I have a motion with respect to staff s recommendation for the Preserve PUD? Hoffman: Back to the fees, the one bonus is then they don't pay the increases for the next 2 years so that's the off setting. Scharfenberg: We need a motion. Murphy: Motion to approve staffs recommendation for the Preserve PUD. Scharfenberg: Do I have a second? Atkins: I'll second. Scharfenberg: Any further discussion? Murphy moved, Atkins seconded that the Park and Recreation Commission recommend the City Council require the following conditions of approval concerning parks and trails for the Preserve PUD: 1. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. Note: A percentage of park fees may be credited as a portion of any future compensation for the acquisition of developable lands in the area currently depicted as Lot 1. 13 Park and Recreation Commission — April 25, 2006 2. The applicant shall provide all design, engineering, construction and testing services required of the `Bluff Creek Trail". All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in it's construction. 3. Outlot H be enlarged through the addition of the land area currently depicted as Lots 1 and 2, Block 11. The resulting property to be utilized as a private association operated recreational and open space site. 4. Outlots A, B, L and H be conveyed to the city as public property by warranty deed. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Scharfenberg: Thank you for, Pemtom for coming and addressing our questions and hopefully you will continue to work with staff and iron out all those issues. Dan Cook; Thank you very much. Scharfenberg: You bet. RECREATION PROGRAM REPORTS: 2006 EASTER EGG CANDY HUNT. Ruegemer. Thank you Steve. Rest of the commission, good evening. Just wanted to go through kind of an evaluation of the Easter Egg Candy Hunt that happened on Saturday, April 15`° out at the Recreation Center. This was the first year that we did have an admission fee for that of $3.00. Our total kids registered was 283. 177 pre -registered and 106 the day of registrations for a total of 283, which is down roughly oh about 115-120 roughly. We didn't really have any hard numbers from the past but those were just kind of estimates for that so they were down I think a little bit. And was that associated with the fee? Was it a nice weekend and people did other things? It's kind of the question of the day. It was a beautiful day out. Held the candy hunt outside after the performance by the Splatter Sisters and everybody certainly walked away with a bag full of candy, which was fun to see the kids having fun out there. The festivities you know take place within the recreation center, as far as the coloring contest. The performance by the Splatter Sisters itself was in the gym, so the rec center really does provide really an ideal venue for that. Has a lot of activity in room out there. It's nice having the amenities outside to host the candy hunt, which was a fun event. The Key Club members again did help out with setting up and assisting with the coloring contest area. They dressed up in bunny costumes, which is good so then I didn't have to do that so, which was nice to see those young legs hopping around. The 14 Proposal Professional Consulting Services Town and Country Development Project Alternative Urban Area -Wide Review } February 28, 2003 A ' '�• .� S' Nn - NL Ail' Jtt,, Proposal Professional Consulting Services Town and Country Development Project Alternative Urban Area -Wide Review Presented to: Kathryn R. Aanenson AICP/Community Development Director City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317-0147 Bonestroo, Rosene, Anderlik & Associates, Inc. 2335 West Highway 36 St. Paul, MN 55113 Phone: 651-636-4600 FAX: 651-636-1311 Website: www.bonestroo.com Email: info@bonestroo.com Contact Person: Sherri A. Buss, MLA Project Manager Direct Phone: 651-604-4758 Email: sbuss@bonestroo.com February 28, 2003 Proposal I I Bonestroo Rosene Anderlik & Associates Engineers & Architects February 27, 2003 Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action/Equal Opportunity Employer and Employee Owned Principals: Otto G. Bonestroo, P.E. • Marvin L. Sorvala, P.E. • Glenn R. Cook, P.E. • Robed G. Schunicht, P.E. • Jerry A. Bourdon, P.E. Senior Consultants: Robert W. Rosene, P.E. • Joseph C. Andedik, P.E. • Richard E. Tumor, P.E. • Susan M. Ebedin, C.P.A. Associate Principals: Keith A. Gordon, P.E. • Robert R. Pfeffede, P.E. • Richard W. Foster, P.E. • David 0. Loskota, P.E. • Mark A. Hanson, P.E. • Michael T. Raubnann, P.E. • Ted K. Field, P.E. • Kenneth P. Anderson, P.E. • Mark R. Rolls, P.E. • David A. Bonestroo, M.B.A. Sidney P. Williamson, P.E., L.S. • Agnes M. Ring, M.B.A. • Allan Rick Schmidt, P.E. • Thomas W. Peterson, P.E. • James R. Maland, P.E. • Miles B. Jensen, P.E. • L. Phillip Gravel III, P.E. Darnel J. Edgerton, P.E. • Ismael Martinez, P.E. • Thomas A. Syfiw, P.E. • Sheldon J. Johnson - Dale A. Grove, P.E. • Thomas A. Roushar, P.E. • Robert J. Devery, P.E. Offices: St. Paul, St. Cloud, Rochester and Willmar, MN • Milwaukee, W l • Chicago, IL Website: www.bonestmo.com Kathryn R. Aanenson, AICP/Community Development Director City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317-0147 ' Dear Kathryn: 1 [1 Attached is our proposal to conduct the Town and Country Development Project AUAR and EAW. This area has been special to us since we worked on the Bluff Creek Watershed Natural Resources Management Plan in 1996. Completion of the AUAR and mitigation plan will be another step in making the recommendations of the Bluff Creek Plan a reality. Along with the City, we are committed to protecting the unique resources of this area, while providing for the development envisioned in the City's Comprehensive Plan. We believe our extensive knowledge of this area, based on our work on the Bluff Creek Plan and City infrastructure plans, put us in the best position to complete a thorough and cost- effective AUAR and EAW meeting the City's goals. Team members John Smyth, Phil Gravel, Jason Swenson and me have worked with the City to develop these plans and implement them. We also bring team members to this project like Shelley Johnson, who has worked extensively with MnDOT on the proposed Highway 212/312 in Chaska and Carver. Our partners at DSU have worked with many private developers in Chanhassen. They also bring a wealth of experience in completing AUARs and EAWs with Bonestroo and other teams. Please call me directly at (651) 604-4758, or e-mail sbuss@bonestroo.com if you have questions about this proposal. I will be out of the office on March 6-7 and March 10. During that time, please call Mark Hanson, principal -in -charge, at (651) 6044838, or e-mail mhanson@bonestroo.com. Thank you for your patience in answering our questions regarding this proposal! We hope to have the opportunity to work with you on this project. ' Sincerely, BONESTROO, ROSENE, ANDERLIK and ASSOCIATES, INC. Sherri A. Buss, MLA Project Manager 2335 West Highway 36 a St. Paul, MN 55113 a 651-636-4600 a Fax: 651-636-1311 M = M = � M Key Environmental Assessment Projects Time- Collaborating Key Projects Location Date Description Type Size frame Firms Three Key Staff Farmington Farmington 2002- Annexation area in the City's 2005 AUAR 1,006 8/2002- Bonestroo Sherri Buss, PM; Shelley Seed/Genstar 03 MUSA area; residential acres present SBP Assoc. Johnson, Transportation; AUAR development; key issues are NET Lee Mann, Civil Engineer traffic/transportation impacts to MnDOT TH3 and trout stream im acts/stormwater Woodbury East Woodbury 2001 Area outside the current MUSA AUAR 1,800 1/01-1/02 Bonestroo Sherri Buss, PM; Bob AUAR proposed for up to 5,560 residential acres Hoisington Koegler Barth, Water Resources units and neighborhood commercial Group Engineer; Shelly Johnson, areas; multiple owners and NET Transportation developers; extended timeframe due SBP Assoc. to complex groundwater issues and need for data gathering and extensive modeling Mississippi Lake City, 2001 Mixed-use redevelopment and golf AUAR 832 8/2000- DSU John Shardlow, PIC; Jewel MN course community; extended the Scoping acres 9/2001 Alliant Engineers Ellen Berkelhamer, timeframe deliberately to coordinate EAW Elizabeth Blodgett, Land - with the City's comprehensive plan 11/1999- use elements, EAW process 6/2000 scoping document, AUAR document Heart of the City Burnsville 2001 Mixed-use Town Center EAW 40 1/2001- DSU John Shardlow, PIC and Master Plan redevelopment acres 4/2001 URS project coordination; Ellen SEH Berkelhamer, Elizabeth Blodgett, Land -use elements, EAW document Kelley Trust Rosemount 2000 Undeveloped area proposed for AUAR 600 8/99 to Bonestroo Sherri Buss, Project AUAR mixed residential up to 1,153 units acres 3/00 DSU Manager; Dan Edgerton, with neighborhood commercial area NET Water Resources; Shelly SBP Assoc. Johnson, Transportation Charlson Eden Prairie 2000 Development south of Flying Cloud AUAR 480 Ongoing DSU John Uban, PM; Airport; residential, commercial and acres with Benshoof & Assoc. Elizabeth Blodgett, industrial land uses; extended updates HTPO Planner; Susanne Short, timeframe due to plan revisions Loucks & Assoc. Planner during the process VJ Town and Country Development ProjectAU4R I ' Our Experience Leading a Team of Consultants ' Bonestroo has been the lead consultant for many AUAR and EAW teams. We have led teams of consultants for AUARs in Stillwater, Maple Grove, Rosemount, Woodbury and Farmington. We also ' do about five EAWs every year. DSU has been a team member for many of these projects, and has led consultant teams for other AUARs and EAWs. [1 i1NN M> G,nfV/ The study area includes Buff Creek, and its associated wet/ands and condors The Chanhassen AUAR team we have assembled has worked together successfully on many environmental review projects over the past seven years, and each had characteristics in common with this project. Each AUAR covered a relatively large land area (from Rosemount's 535 acres to Stillwater's 1,800 acres(, proposed a mix of land uses, and included high-quality natural resources. The Stillwater and Woodbury projects involved multiple landowners. The Stillwater, Woodbury and Farmington projects included complex issues related to stormwater management and its affect on wetlands, ravines and cold -water streams, plus each had traffic issues impacting state, county and local roadways. All the AUARs were successfully completed through collaboration among consultant team members, the cities and reviewing agencies. We will work as a team with everyone involved in the Town and Country AUAR. We approach multi -firm collaboration by treating our partners and clients the same way we would like to be treated as members of a team: We set clear goals, expectations, schedules and we follow through on the work. We communicate regularly with the client, our staff and subconsultants to help ensure we remain on schedule and expectations are understood. We will work with the City at the project's start to develop a schedule with deadlines for deliverables and other milestones. We will update the schedule during the project, if needed. We will prepare a contract with each subconsultant specifying his or her role, schedule and budget. During some AUARs, such as Woodbury's, the schedule has lengthened due to the complexity of issues and concerns raised by the City and reviewing agencies. When this occurs, we make every effort to keep the process on track and moving forward as efficiently as possible. We communicate clearly, openly and often. We use meetings, phone calls and e-mails to ' communicate with all project partners. We set meeting agendas and timeframes to help ensure we use our partners' and our team's time well. The project manager will serve as the central contact for communications within the consultant team, and between the team and City. 1 1 We provide high quality technical and mapping support so subconsultants have the Information needed to complete their tasks. it is critical for all team members to use the same base maps, land use and infrastructure plans, and existing information so we have a thorough, coordinated final product. We will coordinate project mapping and other basic information, and manage and edit written products to help subconsultants complete their portion of the analysis. We say 'Thanks." Each team members contribution is important to a successful AUAR, and we make sure we express our appreciation. Of Chanhassen Town and County oewbpm tPYgeaAV FJ Our Approach to Unique Issues We have successfully identified and dealt with unique challenges in several cases. In each, we provided high-quality technical analysis, design solutions and support. Challenges we have faced and our approach to them include: Bluff Creek and its large wetlands w// be a focus of the AUAR study Protecting a trout stream and ravine from stormwater Impacts. The challenge of protecting Bluff Creek and Seminary Fen from stormwater impacts generated by development is similar to what we faced in Stillwater on Brown's Creek and McKusick Ravine. Stormwater modeling completed for the Stillwater AUAR and required to address agency concerns was the first of its kind in Minnesota: it modeled the impacts of an entire year of storm events across a more than 2,000 -acre watershed. This modeling helped ensure that the system designed for the mitigation plan would provide the degree of protection required for the stream. We will use the same modeling for Chanhassen's AUAR, if needed. Unknowns and incomplete data. The complecity of estimating traffic impacts on county and local roadways in Chanhassen, and Highway 212/312, is similar to challenges we faced completing the Farmington AUAR. Multiple design options were under consideration, as well as phasing of roadways, mitigation options and potential cost sharing. County studies were not complete at the AUAR's start. Our traffic engineer worked with County and MnDOT staff to fill in the blanks, and coordinate discussions with the City to identify and evaluate options. A changing MPCA standard. The Farmington AUAR began in September 2002. In December, the Minnesota DNR designated North Creek, which received the development's stormwater, a trout stream, meaning a higher level of protection and additional requirements for stormwater management. We designed stormwater management systems and the mitigation plan to meet the higherstandard from the start, thereby kept the AUAR on schedule. This proactive approach also improved the City's relationships with natural resource agencies. Lack of trust In monitoring systems for mitigation plans. The mitigation plans for the Woodbury and Stillwater AUARs involved developing complex engineered systems to manage water. Some agency staff and advocacy groups mistrusted the cities' commitment to implement these plans. We developed monitoring protocols involving the agencies and neutral parties as monitors in partnership with the cities to help ensure compliance, and their confidence in the plans. Disagreement on alternative design solutions. In Rosemount, the developer and reviewing agencies proposed narrower -than -standard streets to minimize impervious surfaces and reduce runoff. City staff was uncomfortable with the proposed standards, and the process reached a stalemate. We arranged a visit with Rosemount staff and Stillwater staff, and a visit to the Stillwater Development impacts on lora/ roadways, such as Lyman Boulevard, wi// require detailed analysis AUAR area where the standards had been implemented. Afterward, Rosemount staff, the developer and agencies reached a consensus on alternatives. Revised standards were adopted that reduced impervious surfaces, yet City staff was comfortable with the compromise. �_y City ofChanhassen 4 Town and CwnbyDewkpm tPYgeaA4R Challenging Situations and How We Solved Them The Woodbury AUAR and Stillwater AUAR were the most challenging AUARs we have completed. We used many of the strategies we learned in earlier AUARs to deal with challenges in recent projects, and will use them to address issues in the Town and Country AUAR. Challenging issues in past AUARs have typically centered on the following: A lack of empirical data about the resource or system and how development may impact it The need for a truly creative, technically complex solution that both allows development and protects the resource Neighboring cities, townships, area residents or agencies having a negative view of development and see the AUAR as an opportunity to stop or slow growth Strategies we have used to meet these challenges and create a successful outcome include: Directly Involve all the stakeholders, and keep them focused on a solution. Woodbury staff has told us that the key to its AUAR success was that our project manager and technical staff kept the process moving toward a solution, and avoided the potential quagmire of academic arguments about groundwater modeling. The central issue in the AUAR was groundwater withdrawal for a new City wellfield and its potential impacts on Valley Creek, a trout stream. Several consultants and organizations involved were experts in groundwater modeling, and each had a favorite model. However, given the lack of basic empirical data on the local groundwater system, none of the existing models would have been useful in evaluating potential development impacts and identifying solutions. We led the group to consensus on this fact early, thereby avoiding lengthy academic discussions of models and useless modeling activities that would have added high cost to the AUAR. Instead, we focused the discussion on how we would gather the needed data, developed a standard for protection, and designed an approach to gathering the data that allowed the City to begin development of its wellfield. Turn negatives into positives: Make each stakeholder an "owner" In the solution. Members of the Trout Unlimited Board threatened a lawsuit at the start of the Stillwater AUAR because they assumed the proposed development would irreparably harm Brown's Creek. We invited them to participate on the AUAR Technical Team and in developing the mitigation plan. They accepted our invitation, and became active members. By the end of the project, Trout Unlimited was not only an "owner" of the plan, but its members helped the City find grant funds and volunteers to implement the stream monitoring plan that was part of the mitigation. We use our extensive knowledge of City resources and systems, best technical skills and creativity to develop a mitigation plan that protects the resource and accommodates development. In Woodbury, as in Chanhassen, we completed the sanitary sewer, water system and surface water management plans that will be implemented in the AUAR area. We know the landscape and systems in these areas intimately. This local knowledge was critical in evaluating how the design and implementation of Woodbury's proposed water systems might impact ground water and Valley Creek; and more critically, how the system might be redesigned and phased to avoid or minimize impacts. Our staff quickly developed and reviewed several options for system design. We also determined how each option might impact the resource and the City's ability to serve the new area, and costs for the new systems to keep the project close to schedule. The preferred option, which is currently being implemented, allowed the City to move forward in a timely way with infrastructure development, avoided duplicate costs for a separate monitoring system, and provides the data needed to protect the resource. /1 City of Chanhassen 5 it Town and County De 10Pm t fttAUV C Our Unique Qua/ffications ' Our depth and breadth of knowledge of the City's Infrastructure plans and natural systems gives us a unique perspective. This will help the City meet Its goals for a timely, thorough, cost- effective AUAR that allows development, and protects the natural resources and special qualities of the study area. Specifically: • Bonestroo developed the City's sanitary sewer, water system and surface water management plans, and the Bluff Creek Watershed Natural Resources Management Plan. We have worked with the City to implement these plans and know the conditions, issues and proposed systems in the study area intimately. We will use this knowledge and experience to meet your goals for ' the AUAR. • We will complete the analysis of proposed systems and impacts quickly and efficiently. We ' won't need time to learn about the area and can move quickly to complete the AUAR analysis, thus saving time and money, while providing the thorough analysis required for the AUAR and mitigation plan. 1] ll 11 [] We can suggest options that may increase flexibility for landowners and the City. For example, there may be options for phasing sanitary sewer service to development parcels in the AUAR area (i.e., provide sanitary sewer service to the Town and Country development by connecting temporarily to Chaska's system or pumping around the Degler property, and postponing development of pipes and assessments to properties not ready to be developed. Our unique knowledge of the landscape and systems in Chanhassen and Chaska enables us to suggest creative, cost-effective options for sewer, water and surface water management to benefit the City and landowners, and to protect and enhance natural resources in the area. Similarly, we can quickly develop a creative and practical mitigation plan—a critical piece of the AUAR— based on our work to develop and implement the Bluff Creek Watershed Plan, and our knowledge of the City's infrastructure. Our long relationships with the cities of Chanhassen, Chaska and Carver, and our involvement with the Highway 312 project, bring unique knowledge to this project that will help address some key issues, and neighborhood concerns. We have worked with MnDOT and local governments since the early days of the Highway 212/312 project, and have extensive knowledge and working relationships from the project's beginning to the most recent design options. The Town and Counvy area is Understanding this project and its potential environmental impacts seeking earydevelopment approval in the AUAR area, and having good working relationships with the cities and MnDOT, will be critical to completing the complex analysis needed for the AUAR and assisting in developing mitigation options. We are also uniquely positioned with the City of Chaska to address the concerns of residents in adjacent neighborhoods, and address boundary issues related to traffic and other impacts of the proposed development because of our work in that city. Our local knowledge, connections, and relationships in the area are deep and unique. We have designed and built the infrastructure of several neighboring cities while identifying and addressing the needs of the area's special natural resources—bluffs, creeks, extensive wetlands, woodlands and prairie remnants. We will bring our knowledge, connections and relationships to the project to help Chanhassen meet its goals for the Town and Country AUAR. ," City of Chanhassen 6 "To wn and Cmn&yDewA4rnent PHoge AUR Plan ofAction/Tasks ' Our team will work to complete the AUAR and EAW within the timeframe identified by the City, and adjusted to meet the EQB Monitor publication schedule, as follows: ' ❑ Task 1: Project Initiation Week of March 10, 2003 Core team members will meet with City staff to discuss the project and review the schedule, milestones and deliverables. At this time we will identify all plans, materials and base maps available for the study and data gaps, if any. We will review or set dates for meetings with the project committee, neighborhood or other organizations as needed. ❑ Task 2: Complete Draft AUAR and EAW May 26, 2003 AUAR: The Bonestroo team will complete all analysis required for the AUAR as described in Minnesota Rule 4410.3610 and EQB guidance documents. We will provide a draft document to City staff by May 15 for your review so final changes can be completed and the draft mailed by May 26. Transportation Assessment: A major consideration in this analysis will be the proposed Highway 212/312. A preliminary layout indicated that "new" interchanges would be at Powers Boulevard and TH 101. Recent information indicates that these may change, and be positioned between Powers Boulevard and TH 101. This would change traffic patterns in the area, thereby impacting county and local roads, and the AUAR analysis. MnDOT would typically provide 20 -year volume projections for its preliminary design layouts. If proposed layouts and volume projections are not available at the time the AUAR begins, we will discuss this issue with the City and adjust timeframes and costs for the AUAR, if needed, to adequately address the traffic assessment. The Town and CountryAUAR area Meetings: This task may include occasional meetings with contains unique natural resources City staff and meetings with natural resource agency staff or MnDOT staff to discuss the analysis and develop the mitigation plan. We will discuss the need for meetings as they arise with City staff and schedule only as needed. This task also includes two meetings with the project committee: • Traffic issues/infrastructure May 6 • Environmental issues May 20 AUAR Document Notice and Review Schedule: • Publish notice of Draft AUAR in EQB Monitor May 26 • 30 -day review and comment period May 26 -June 25 EAW: We will complete the Environmental Assessment Worksheet to meet requirements identified by the EQB in its guidance documents. We estimate it will take approximately two weeks to gather relevant project information from the City and developer. The environmental analysis will be completed in tandem with the AUAR. We will use the same information and A City of Chanhassen 7 1]Townand Co nbYDe 10Pr tRgj AV a �Y The Town and CountryAUAR area Meetings: This task may include occasional meetings with contains unique natural resources City staff and meetings with natural resource agency staff or MnDOT staff to discuss the analysis and develop the mitigation plan. We will discuss the need for meetings as they arise with City staff and schedule only as needed. This task also includes two meetings with the project committee: • Traffic issues/infrastructure May 6 • Environmental issues May 20 AUAR Document Notice and Review Schedule: • Publish notice of Draft AUAR in EQB Monitor May 26 • 30 -day review and comment period May 26 -June 25 EAW: We will complete the Environmental Assessment Worksheet to meet requirements identified by the EQB in its guidance documents. We estimate it will take approximately two weeks to gather relevant project information from the City and developer. The environmental analysis will be completed in tandem with the AUAR. We will use the same information and A City of Chanhassen 7 1]Townand Co nbYDe 10Pr tRgj AV I 11 I 1 [1 1 I I I I� I analysis to the extent possible to complete both documents. (The cost estimate on Page 9 shows the cost for the common analysis under the AUAR tasks. Costs attributable solely to the EAW are listed under the EAW tasks.) If possible, the documents will be submitted to the EOB and reviewing agencies on the same timetable. • EAW notice to EOB • 30 -day comment period May 26 May 26 -June 25 Wetland delineation and tree Inventory: The City has requested wetland delineations and tree inventories for the Town and Country EAW. We have included estimated costs for completion of these field inventories on Page 9, including completion of summary reports. A supplemental cost estimate is included for recording locations of wetland boundaries and significant trees using GPS equipment. (Note: The hours proposed for the tree inventory GPS are based on the assumption that the work will be done during the growing seasonff work occurs during bare -branch condloons the number of hours may be reduced. Proposed time estimate and cost afro assumes proper sate0ite-produced correction code avaffabffftyat the time of fieldwork, military action may change this./ Fielo inventories will help identify trees within the project area ❑ Task 3: Complete Final AUAR and EAW July 29, 2003 When comments on the draft AUAR and EAW have been received from reviewing agencies, we will work with City staff to complete responses to the comments. The AUAR comments and responses will be published in a final AUAR document. EAW activities will include completion of comments and preparation of the Findings of Fact and Record of Decision. This activity will include the following tasks for the AUAR and EAW: • Prepare responses to comments: June 26 -July 1 1 • Final AUAR to City Council July 14 • 10 -day objection period for AUAR July 16 -July 25 City Council adopts final AUAR and EAW July 28 Final notices to EOB July 29 We will make every effort to complete the AUAR and EAW to meet the schedule identified by the City, with regard to EOB Monitor publication dates. Occasionally unique or complex issues arise during the course of an AUAR that require additional analysis and discussions with reviewing agencies to complete the review process. If such concerns arise during the Town and Country AUAR, we will work with City staff to revise the analysis and schedule as needed. Estimated costs on Page 9 reflect the level of analysis required by EOB guidance documents for the AUAR and EAW. ❑ City Responsibilities The City will provide all available reports, plans and data for the study area applicable to the environmental reviews. The City will coordinate meetings with the project committee. City staff will provide comments and guidance during preparation of AUAR and EAW documents, and participate or lead meetings with reviewing agencies, as needed, to resolve issues identified in the environmental review process. EI City orchanhasserr 8 MTam andcaamyDaekp raryarA«w 8 m E 1 1 R saleoonV d9' — '" 6 m Q � o J 4 F a is;jq, d5 99 rico G of C xwueW f15O m E ~ £ o c .� IOiSdJp11 P1 •• U �` upe!xd5 A ^ = m Ja IBu3 uoar odsueil m c C m_ IednuuW a Pr—wlW ?6u3 uoueuodn � E m a y N C J o m m uwxis leJWluuonnu3 N .� a m qq m a 0-a a N m menad5 nosaplMomp m N N p O m n o m$ ffi$ N 1a 15u3 sa3Mosdil ale m p o f Ni W a O m 2 n o a _ led�uud a1¢f�nV/xiau!fiu31w 0 £ 2i o Sy INdlLud/1d11B131w a c iaGeueW pafoy - ' o � yZ aE� N 3 a �W 0 c N i m 03 w n 8 ° c ¢Ea d a 0- 5 = o qq ggggqgjggj 3 �3i 0 rA �i G N '; C G m m j 00 Em 2 N A C O d oa m m E$ U)NQ o N g m a v m a o- 0- F- -0 3 0 WE 0 oto 5 m1 c V^ N Al IV S' V F F J (1 m Y i a`loi L) CO)a am Project Team M M M M M M a M M M M r M M M M M M M Engineers 6 Architects Sherri A, Buss, M.L.A. • Faribault Natural Resource Inventory and Management Plan Landscape Sherri is a Landscape Architect and landscape Ecologist. During her career, she • Corcoran Natural Resource Inventory and Management Plan Arc17itec41Ec010g1st has managed or participated in a wide variety of water and natural resources ' management projects involving planning, research, design, implementation, consensus -building, and public participation. Many of these are multi - • Goodhue County Natural Resource Inventory ❑ Education • Blaine Natural Resource Inventory and Greenway Plan jurisdictional projects. Her experience includes: • White Bear Lake Priebe Lake Shoreline Management Plans university of Minnesota • Stillwater Brown's Creek Nature Preserve Management Plan scape itecture ❑ Environmental Review/Facilitation ' and M stenof of ience in and Master of Science in Ecology — Ecology 199a Sherri completed training in Systematic Development of Informed Consent Macalester College )SDIC) in 1993, and often uses these techniques facilitating and coordinating a Bachelor of Arts in Geography and variety of group processes involving public agencies, local governments and Biology — 1978 other interested parties. Examples include: ❑ Other Training Stillwater ALIAR and Mitigation Plan — For this project Sherri facilitated the 30 -member Technical Advisory Committee )TAC) that included representatives Systematic Development of Informed Consent Training iSDICI — 1993 of natural resource agencies, developers, local governments, environmental organizations, and others. The TAC completed a mitigation plan that includes strategies to avoid or mitigate the environmental affects of an 1800 -acre O Professional Organizations urban development, to protect a state -designated trout system. The City is International Association of currently implementing the plan. Landscape Ecology Minnesota Society of Landscape Woodbury ALAR, Farmington ALIAR, and Rosemount ALIAR — Each ALIAR included facilitation of local advisory committees including city staff, Architects natural resource agencies and citizens to develop plans that protect Minnesota Native Plant Society resources and manage development. fCl ❑ Ecologically -based Landscape Design Honors Minnesota DNR Department Award Sherri specializes in landscape design based on ecological principles that restore for Battle Creek Park Natural Areas diversity and health to the landscape. Examples of these projects include: ' Management Plan, 1997 • Minnesota Landscape Arboretum, Chanhassen—Arboretum Expansion Minnesota Fish and Wildlife and Rainwater Gardens Employees Association Award for Leadership - Comprehensive Natural • St. Paul — Trout Brook Greenway Corridor Plan and Trillium Site Resources Management Plan for the • St. Croix County, MN — Homestead Parklands -Perch Lake Master Plan Phalen Chain of Lakes Watershed • Stillwater, MN — McKusick Ravine and Natural Areas Restoration • Minneapolis, MN — Lake Hiawatha Park Master Plan — Bassett Creek Valley Master Plan . New Hope, MN ' — Hidden Valley Park Master Plan — Dorothy Mary Park • Wayzata, MN — Lake Street and Neighborhood Rain Water Gardens Maplewood, MN — Maplewood Rainwater Gardens ' St. Paul, MN — Phalen Village Wetland Restoration Concept Plan Engineers 6 Architects ❑ Natural Resources Planning and Inventories • Faribault Natural Resource Inventory and Management Plan • Corcoran Natural Resource Inventory and Management Plan • St. Paul Mississippi Bluffs Management and Restoration Plan ' • Goodhue County Natural Resource Inventory • Blaine Natural Resource Inventory and Greenway Plan • White Bear Lake Priebe Lake Shoreline Management Plans • Stillwater Brown's Creek Nature Preserve Management Plan Bonestroo Rosene Anderlik iS Associates Engineers 6 Architects I Mark A. Hanson, FE, Vice President Mark brings to the table the experience of implementing hundreds of infrastructure projects. He has a big -picture view of infrastructure planning and design, which is ' ❑ Education valuable to cities as they plan for the future. He understands the public process, University of minnesota interaction with other agencies, and project development A good listener, Mark Bachelor of Civil En gineenng respects the dtizen participation process. He interacts well with the public, explaining Major. Fnv ormental Engineering complex projects in easy -to -understand language. For the last 20 of his 29 years at Bonestroo, Mark has served Eagan, New Hope, and Dayton on an ongoing basis. 13 Professional Organizations Mr. Hanson leads an engineering team in the planning, design and construction management of major Infrastructure projects, including roadways, stormwater 1 IVLrnesora Sodety of Professional facilities, sanitary sewer and water systems. Mark is a hands-on project manager. Engin Before becoming a design engineer he spent eightyears in the field performing City Engineers Associanon of Minnesota construction surveys and construction supewisiorVmspection. Mark's experience encompasses both new development and reconstruction. In the ❑ Current Registration last fere years, he has directed neighborhood street and utility reconstruction projects Minnesota valued at more than $25 million. Mark is New Hope's representative on the Shingle Creek Watershed Commission. ' ❑ Municipal Engineering In addition to working on transportation projects, Mark has also worked on other ' project types and with other municipalities. A few projects are summarized below: Eagan, MN, July 2000 Storm Sewer Improvements — Mark served as the Project Manager/Principal-in-Charge for the July 2000 Storm Mitigation Improvements, following a storm event that dropped more than eight inches of rain on the city in less than five hours and causing millions of dollars in Flood damage to more than 250 homes. We were commissioned by the city to assess the damage, interact with the public and develop storm water improvements. Once the improvements were defined we administered more than $5 million in construction projects through the design and construction phase. ' Stillwater, MN, McKusick Ravine/Browns Creek Protection Improvements— Mark led the engineering design efforts for this 53.5 million project to protect Brown's Creek, a designated Trout Stream and implement the Stillwater AUAR. The project involves diversion of stormwater from an 1800 acre area through a system of ponds and pipes, ravine restoration, creation of a creek, trails and a boardwalk. West St Paul, MN — Mark designed and managed construction of S 1.5 million in storm sewer improvements in the fully developed area of Emerson Pond, Wentworth Pond and Thompson lake. The project included design of a pond and construction of stormsewer down a ravine to South St Paul, and pond grading. • Minneapolis — Mark led the engineering efforts as part of the urban design team for the Bassett Creek Valley Plan, a redevelopment plan for the North Minneapolis neighborhood. Mark's role included analysis of Bassett Creek, stormwater management, transportation and utility issues. Mark also led a separate stormwater management plan for the Near Northside area. • New Hope — Mark designed or directed the design of all storm sewer and pond improvements for the last IS years. Mark led a series of improvement projects for Northwood Lake, a 15 -acre lake with a large urban watershed. Outlet structures and several small ponds were constructed to reduce bounce to trap sediment and nutrients before they enter the lake. The channel west of Boone Avenue was restored to its former course, leaving room for new ballfields within the adjacent park. The project included the planting of native prairie vegetation along theI / I Bonestroo channel. o RoSene Anderlik 6 Associates Engineers 6 Architects L. /'hi//ip Gravel/// P.E. !Project Manager Mr. Gravel has served as a project manager, design engineer, construction Chanhassen, MN Forest Lake, MN engineer and as a field investigator for the Civil Engineering Group. Phil has O Education participated in the planning and design of numerous projects. He has prepared University of Minnesota comprehensive utility and transportation plans for several communities. These Bachelor of Civil Engineering -1984 plans included fiscal evaluations and user charge recommendations. Major: Municipal Engineering Cambridge, MN ❑ Consulting Services ❑ Professional Organizations Phil serves as the City Engineer for, Maple Lake and Annandale. In these American Public Works Association communities, he is responsible for comprehensive planning, preliminary American Society of Civil Engineers engineering, final design, and construction supervision for all public improvement projects. For the City of Rockford, Phil serves as City Engineer for Consulting Engineers Council of Minnesota - Transportation all public and private development projects. Phil also serves as a liaison with the Committee Minnesota Department of Transportation and the Minnesota Pollution Control Water Pollution Control Federation Agency on water quality issues. . ❑ Public Works Projects ' O Current Registration Since joining Bonestroo, Phil has worked on public works projects for the cities Minnesota of: ' . Chanhassen, MN Forest Lake, MN . . Chaska, MN New Hope, MN Rockford, MN . Garrison, MN Cambridge, MN . West St. Paul, MN Columbia Heights, MN W Woodbury, MN P Milaca, MN P Cloquet, MN Belle Plaine, MN . Onamia, MN Hudson, WI . Annandale, MN Eagan, MN . Maple Lake, MN Chanhassen, MN • 2002 Trail Connectors Project • Kings Road and Quinn Road Reports • Water Quality Pond LLP 10.17 Improvements • Lower Bluff Creek Slope Stabilization • BC -7 Trunk Utility Improvements Report (Project 00-01) • Upper Bluff Creek Trunk Utilities (Project 9-17A) • Johnson-Dolesji-Turner Area Trunk Utilities (Project 92-5) • Upper Bluff Creek Trunk Utilities Phase II (Project 91-17B) • Coulter Boulevard (Project 93-268) • Arboretum Business Park Area Utilities (Project 97-1-A) • Coulter Boulevard East of Century (Project 97-15-2) • Coulter Boulevard West of Century (Project 97-1 D) Belle Plaine, MN 2000 West Main Street Water Replacement 2000 Walnut, Elm and Cedar Street Improvements Prairie South Estates No. 4 (prorate) Prairie Ridge 2n' (private) Wildflower Ridge 1" Subdivision (private) CR 164 and East Main Street Reconstruction Downtown Infrastructure and Streetscape Improvements Scotts Field 3r' Addition and Prairie Ridge 1"AdditionI / Bonestroo JA Rosene Anderlik 6 Associates Engineers 6 Architects I She/don J. Johnson 1! Director of Traffic Mr. Johnson is the firm's Director of Traffic Engineering/iransportation Currently, Shelly is managing a traffic operations corridor analysis of Engineering/ Planning. Shelly has 36 years of experience, during which time he successfully design of two modem roundabouts in Hudson, WI. managed a myriad of project types and directed the activities of staff engineers He has coordinated a traffic calming study for the City of Richfield. Other recent Transportation and support personnel. ' Planning Shelly's traffic/transportation-related projects include: . Transportation study for a 3,500 residential dwelling unit project as part of ❑ Education . Traffic Operations/Safety Studies . Access Management South Dakota State University . Traffic Impact Studies . Pedestrian System Planning . Transportation analysis for an annexation area in Stillwater, MN Bachelor of Civil Engineering — 1966 . Environmental Analyses . Bikeway Studies/Plans multi -modal Union Station in downtown Los Angeles and the L.A. County Transportation/Circulation . Corridor Planning 1. ❑ Professional Organizations Elements 0 LRT Safety Analysis Minneapolis -St. Paul Metropolitan area. He participated in a contra -flow bus lane study in downtown Minneapolis. He completed transportation plans for Traffic Signal System Analysis . School Safety Studies New Hope, Belle Plaine, Fridley, Winona, Inver Grove Heights, Forest Lake Institute of Transportation Engineers Fellow . Downtown Business Area . Signal Justification Studies — Parking Studies . Signal Design ❑ Transportation Engineering American Society of Civil Engineers . Site Specific Parking Layout . Commuter Railway Station — Member HOV Lane Analysis Circulation Planning studies. These studies almost always include analyzing traffic accident potentials, Institute of Transportation Engineers, . Traffic Calming ' North Central Section - 6 Distinguished Member Shelly conducted studies for both public and private clients in approximately 30 states throughout the country. He provides expert testimony at City Council and City Planning Commission meetings regarding a variety of transportation -related issues, and he works with many citizen groups. Engineers 6 Architects ❑ Transportation Analyses Currently, Shelly is managing a traffic operations corridor analysis of NicolleVBlaisdelVI"Avenue in Minneapolis. He is directing the preliminary design of two modem roundabouts in Hudson, WI. He has coordinated a traffic calming study for the City of Richfield. Other recent projects include: ' • Transportation analysis for the Rosemount AUAR. . Transportation study for a 3,500 residential dwelling unit project as part of an AUAR in Farmington, MN . A sub -area traffic study for the City of Orono, MN . Transportation analysis for an annexation area in Stillwater, MN Shelly participated in large, complex studies including traffic planning for the multi -modal Union Station in downtown Los Angeles and the L.A. County 1 Bicycle Policy Document. He was a member of a team that conducted initial transportation analyses for various sites for a new multi-purpose stadium in the Minneapolis -St. Paul Metropolitan area. He participated in a contra -flow bus lane study in downtown Minneapolis. He completed transportation plans for New Hope, Belle Plaine, Fridley, Winona, Inver Grove Heights, Forest Lake Township and Wyoming Township, MN and is managing the preparation of a Transportation Plan for Andover, MN. ❑ Transportation Engineering Shelly directs, or is involved in, roadway design projects, trail design, traffic operations studies, signal justification analyses, signal design and traffic safety studies. These studies almost always include analyzing traffic accident potentials, speeds, access management, levels of service, bike and pedestrian service and transit operations. Most studies include consensus1( 1 Bonestroo building and presenting study results at public and council meetings. Rosene 0 6 "ArWerlik Associates Engineers 6 Architects Bryant J. Ficek, E.L T. AProject Engineer Mr. Ficek joined Bonestroo in 2000 after two years with a private transportation firm. He serves as a project engineer in Bonestroo's Transportation Group. ❑ Education Bryant has experience in road design, trail design, signal design, traffic forecasts University of Minnesota and analyses, access management, signal operations, and various other traffic - Bachelor of Civil Engineering — 1998 engineering tasks. Projects include: ❑ Professional Organizations ❑ Traffic Analyses American Society of civil Engineers . Chaska, MN, Pioneer Trail from TH 41 to Audubon Road, and Institute of Transportation Engineers Hundertmark Road from TH 41 to Hazeltine Boulevard — Performed a traffic analysis of the corridors, including future design of, and access on, the two corridors. ❑ Current Registration . Blaine, MN — Prepared the traffic analysis and report of an Environmental Minnesota (E.I.T.) Assessment Worksheet for a proposed large-scale multi-purpose development along TH 65. Also prepared preliminary layouts of the internal roadway system. * 1 Shakopee, MN — Prepared the traffic impact analysis and report for a proposed large-scale, multi-purpose development in the area of TH 169. Bryant also prepared preliminary layouts of the internal roadway system. Rapid City, SD — Prepared the traffic impact analysis and report for a proposed large-scale, commercial development in the area of 1-90. Bryant also prepared the preliminary layout of several intersections in association with this project. * Elko, MN — Prepared the traffic impact analysis and report for a proposed residential development. * Golden Valley, MN — Prepared the traffic analysis and report of an Environmental Assessment Worksheet for a proposed 600,000 square -foot office building near 1-394. * Minneapolis, MN — Currently working on a study and analysis of existing and future traffic and parking conditions on Nicollet Avenue just south of downtown Minneapolis. The study area ranges from Grant Street to Lake Street along First Avenue, Nicollet Avenue and Blaisdell Avenue. The traffic portion of this study is also part of a larger analysis of this region in conjunction with two other firms and the city. Richfield, MN — Assisted City staff at public meetings designed to educate residents living near 69`" Street (a major collector route) on traffic calming techniques. Homeowners are seeking to slow down drivers who avoid W Street and choose instead to drive on the surrounding residential roadways. Continued surveys and further meetings will determine whether techniques will be adopted. Minnetrista, MN — Prepared traffic analysis of a future residential and commercial development. This included analyzing two highway intersections and recommending signal installation. Stewartville, MN — 6`" Street intersection analysis. Maple Grove, MN — Prepared a traffic impact report for a proposed 3,500 - person -capacity church. ❑ Bicycle/Pedestrian Trails Appleton, MN — Bryant helped prepare the preliminary layout and typical cross-sections of a new trail to connect Appleton to the regional trail system. ❑ Computer Experience Highway Capacity Software . AutoCAD Bonestroo Synchro Microstation o kik& Associates Engineers 6 Architects * While employed by others I John R. Smyth AWater?esource Mr. Smyth is a Water Resource Specialist with extensive experience in Engineers 6 ArchKects spedeVist wetland and bioengineeringlerosion control projects. John's wetland visible sedimentation in Lotus lake and a channel that flows to the experience includes inventories/evaluations, design, delineations, and ' ❑ Education Wetland Conservation Act technical support. Bluff Creek Restoration: City staff has secured grants to complete the University of Wisconsin Stevens Point Bachelor of Science, Water Resources Ll Water & Natural Resources Management —1992 Emphasis in Limnology and Aquatic Bluff Creek Stabilization: The cities staff was able to secure grants to Chanhassen. Bonestroo and Associates is currently Bonestroo Toxicology complete this work and we provided the plans, specification, and and restore its floodplain. Anderlik & construction observation. This project stabilized an eroding slope 1 U Professional Organizations along Bluff Creek to protect an existing trail and reduce sedimentation Consulting Engineers Council of from erosion of downstream resources. This was one of the projects Minnesota - Wetlands Subcommittee from the Bluff Creek Natural Resources Plan. Minnesota Wetlands Conservation Water Quality Pond Improvements for Lotus Lake (Pond ID -LL -P17): Plan Work Team This pond is located directly upstream of the lake and was in an Society of Wetland Scientists Minnesota Delineation Association important location for water quality treatment. Due to failure of a weir wall and sedimentation in the pond it was no longer providing He also serves on the Mitigation water quality treatment to Lotus Lake. Bonestroo developed the Banking Committee for the state of plans and specifications to restore the storm pond to provide Minnesota Wetland Planning efforts. treatment for the Lake. This pond Is currently in place. ' Water Duality Pond Improvement for Lake Susan (Pond ID - LS P ❑ Training 3.34): We are currently working with the City Water Resource ' Wetland Delineation Coordinator to improve the treatment efficiency of one of the major Applied Biogeotechnology: using regional ponds (LS P3.34). This pond is responsible for removal of vegetation and Structures to Control 40% of the phosphorous contributed from the watershed. The study Erosion, Protect Slopes and Restore Environmental Quality completed for this regional pond involved a depth survey and modeling to determine the pond treatment efficiency for removing Delineation of Problem 6 Disturbed Wetlands phosphorus. It was determined that currently the pond does not Creating Wetlands for Habitat meet its treatment requirements for its drainage area. A modification Enhancement and Mitigation to the pond could greatly enhance its treatment and improve Lake Wetland Plant Identification Susan clarity. Bonestroo and Associates has developed construction Wetland Soils and Hydrology plans to make the appropriate changes to the pond. Streambank Bioengineering: A Water Cluallty Pond for Lake Susan (Pond ID - LS P 3.1 & 3.2): We are Hands-on Experience currently working with City Water Resource Coordinator and the Streambank Stabilization W -Jacks Parks Department to determine the appropriate treatment needed for 1 Certification) a new maintenance facility and park and determine if the proposed project will be sufficient to provide the Storm Plan requirements of the regional ponds that were to be located in this area. ' Water Duality Pond for Lotus Lake (Pond ID — LL -P7.5): Development has occurred in the sub watershed that drains to the location of this Engineers 6 ArchKects pond. This pond has not been constructed and as a result there is ' visible sedimentation in Lotus lake and a channel that flows to the lake. We currently preparing a concept plan for the ponding sites to assist city staff in determining area needed for acquisition Bluff Creek Restoration: City staff has secured grants to complete the restoration of Bluff Creek. This project involves restoring a creek that was straitened and ditched during the agricultural era in Chanhassen. Bonestroo and Associates is currently Bonestroo on plans to restore and re -meander the Creek working P Rosene v and restore its floodplain. Anderlik & " Associates Engineers 6 ArchKects Ismael Martinez -Ortiz Senior Project Mr. Martinez serves as Project Manager/Engineer on comprehensive Rosene Engineer/ASSociate plans, water resources studies, and hydraulic design projects. ' Principal Throughout his 15 years at Bonestroo he has prepared and served as a project manager on more than 50 drainage studies, and stormwater and O Education water resources management plans in Minnesota, Wisconsin and Iowa. University of Minnesota He has been involved in the implementation and design of much of the Master of Civil Engineering — 1983 infrastructure identified in those plans for the Minnesota cities of Eagan, University of Queretaro, Mexico Chaska, Chanhassen, and Rochester and Hudson, WI. Bachelor of Civil Engineering -1978 Ismael's leadership and innovation can be noticed in the following plans, reports and projects: p Professional Organizations North American Lake Management Bluff Creek Natural Resources Management Plan — This plan 1 Association integrates wetland, uplands, wildlife and waterways. Wetland Forum Chanhassen, MN, Storm Water Management Plan — First plan ' American Water Resources International Association of Hydraulic assigning water quality protection to wetlands and lakes based on future development pollutant loads. Research Ames, IA, Quarry Lake Watershed Management Plan and Lake ' El Current Registration Restoration Improvements — Creation of wetlands, overflow bypasses and filtration devices. Mexico Rochester, MN, Mayo Run Environmental Corridor —A project intended for flood control became an asset for the City of Rochester. Lower Minnesota River Watershed, Strategic Action Plan — Identifies high-priority projects based on hot spots and provides a conceptual development for a sustainable organizational structure for implementation. Lower Iangs Run Channel Improvements — A meandering urban stream section was designed to replace straight ditches and serve as a backbone to an environmental corridor in the City of Rochester. Lake Street -Rain GardeNinfiltratlon Trench — Runoff from direct drainage areas discharging into Lake Minnetonka in the City of Wayzata is treated with very high removal efficiencies. ❑ Hydraulic/Hydrologic Projects Ismael is experienced in the design of hydraulic structures such as dams, spillways, outlets, intakes, skimmers, culverts and large storm sewers. He served as a design engineer (including specification writing and cost ' estimating) for the hydraulic/hydrologic aspects of the following projects: • Chaska, MN — Dam designs and Dam break analysis for the IDS, Upper Grace Lake and Lake Grace Dams • Chaska, MN — Gabion debris basins for ravine stabilization Chaska, Eagan, and Chanhassen, MN — Several water quality/Nutrient retention ponds ' Bonestroo Rosene "0 Anderlik 6 Associates Engineers 6 Architects Jason A. Swenson, E,/, T. Engineers 6 Architects Graduate Engineer Mr. Swenson has worked as a graduate engineer in Bonestroo's Water Resources Group since spring 2000. ❑ Education ❑ Project Experience Colorado State University Bachelor of Science, Civil Engineering . Forest Lake Township, MN, Airport Area AUAR — This project involved —1998 constructing a hydrologic model of the area included in the Alternative Urban Emphasis in Water Resources and Areawide Review. Two different development scenarios were included in the Watershed Science review. Mitigation measures for stormwater quantityand quality were identified. Eagan, MN, July 2000 Flood Analysis — Jason used both XP-SWMM and ' ❑ Professional Organizations HydroCAD to analyze flood conditions at various locations throughout the City American Society of Civil Engineers of Eagan as part of this project team. Jason analyzed various alternatives and rainfall scenarios to relieve flooding problems in these areas. Jason helped Bonestroo's civil designers prepare construction documents for these mitigation ❑ Training projects. Designing Best Management Plymouth, MN, Hydrologic and Hydraulic Study of the 2020 Urban Practices for Storm Water Quality Expansion Area — Jason was a member of the project team responsible for the ' Improvement, Madison, WI, by UW Madison Continuing Education design and development of the H&H study. Jason was involved in meetings FEMA National Flood Insurance with city staff, water quality modeling using P8 and PonclNET, and report Program, Chicago, IL, by ASCE preparation. Jason also reviewed several developments for compliance with the Continuing Education water quality provisions of the H&H study. HEC -RAS Computer Workshop, Blaine / Spring Lake Park, MN, 71-165 Au)dlllary lane Addition and Signal Minneapolis, MN, by ASCE Modifications — Jason helped analyze the impacts of the aupliary lanes on the Continuing Education Urban Watershed BMP's, Denver, adjacent water resources using XP-SWMM and HydroCAD. Jason coordinated permitting in two watersheds as part of this project team. CO, by ASCE Continuing Education Dakota County, MN, Unnumbered "A" Zone Study— Jason used HEC -RAS P8 Storm Water Modeling Training, and a GIS Interface to model a 13 -mile tributary to the Vermillion River. Minneapolis, MN, by Barr Floodplain areas were identified for use as a planning tool by the county. Engineering Company Maple Grove, MN, THi 69/77°1 Avenue Hydraulic Modeling — This project 34'" Annual Water Resources involved modeling a series of ponds to include tailwater effects in XP-SWMM. ' Conference, Minneapolis, MN, by U of M Continuing Education Water quality improvements were also analyzed and recommended. . Golden Valley, MN, Brooliview Goff Course Driving Range Improvements 33"t Annual Water Resources — Jason provided construction observation and concrete testing services for the Conference, St. Paul, MN, by U of M installation of a 105 -foot tall screen along 1-394. Continuing Education • New Brighton, MN, EZ Mlni Storage Pond Project — Jason developed plans for this water quality and quantity pond and associated storm sewer. Construction observation and contract administration services were provided. 1 . 934" Airlift USAF Reserve Base, Minneapolis, MN, NPDES Stonnwater Sampling — Jason provided on-call stormwater sampling for the wing to ensure compliance with their NPDES stormwater permit. Sampling took place in areas where airplane refueling and deicing operations occurred. 1 ❑ Computer Experience Software HEC -RAS XP-SWMM HydroCAD . P8 ' PondNE7 Pond Pack ArcView Bonestroo Rosen Anderlik & Associates Engineers 6 Architects I Lisa R, Fay Soil and Water Resources Emphasis correspondence and coordination with clients and regulatory agencies • MCES Elm Creek Interceptor, Medina Leg EAW— Lisa acted as the project Q Current Registrations manager for preparing a draft EAW for the Elm Creek Interceptor – Medina Leg 40 -Hour OSHA HAZWOPER Training, project The interceptor is 4.7 miles long and a itends through portions of three with annual refresher courses cities in the metropolitan area. Activities included performing interviews with city and state -agency staff; collecting and analyzing information related to threatened and endangered species, cultural resources, storm water runoff, wetlands, water use, soils, land use, potential contamination, enabled development compatibility with plans, and preparing written sections of the EAW. The EAW was approved and published by the MPCA, and a Negative Declaration was issued for the project. • Northeast Area Trunk Sanitary Sewer EAW — Lisa acted as the project manager for completing an EAW for the Northeast Area Trunk Sanitary Sewer project in the City of Woodbury. Lisa collected and anayzed information from a variety of sources, including the MN Department of Natural Resources and the State Historic Preservation Office. Information analyzed included that related to threatened and endangered species, cultural resources, stone water runoff, wetlands, water use, soils, land use, potential contamination, enabled development, and other issues. On behalf of the City of Woodbury, Lisa worked to prepare a draft EAW for submittal to the Minnesota Pollution Control Agency, for their approval and publication in accordance with Minnesota State Rules. • Anoka County CSAR 35/CSAR 10 Frontage Road Phase I Corridor Study and EA — Lisa completed a Phase I corridor study and helped complete an EA for the CSAR 35 extension project It Anoka County. The project extended CSAH 35 and realigned the intersection of CSAH 10 and Pleasant View Drive to alleviate some safety concerns regarding alignment and to decrease an overabundance of direct accesses to the highway. Activities included: preparing reports, attending planning committee task force meetings and public meetings; performing Interviews with dry staff, state agency staff and property occupants; anaVdng historical Information and regulatory site data; collecting and anayang Information related to potential contamination, enoronmentaljustice, and other issues associated with the project Specific environmental review project experience includes: • City of Cottage Grove West Draw Area AUAR • City of Stillwater Annexation Area ALTAR • MCES South Washington County Interceptor EAW City of Woodbury northeast Area Trunk Sanitary Sewer EAW • City of Woodbury Wilmes Interceptor and Lift Station EAW ' • City of Woodbury Wilmes-Park Crossing Trunk Sanitary Sewer EAW MCES Elm Creek Interceptor– Medina Leg EAW • City of Maple Grove Southwest Interceptor EAWs (several phases( • Southern Nevada Energy Project EA • Incline Village Pipeline Loop EA, Northern Nevada JA Bonestroo Roserte ni>v Anderlik 6 Associates Engineers 6 Architects Eni ronmentai As an Environmental Scientist at Bonestroo"s St. Paul office, Lisa's responsibilities Scientist include performing Phase I environmental site assessments (ESAs( and corridor studies; preparing Environmental Assessment Worksheets (EAWs(, ❑ Education Environmental Assessments (EAs(, Alternative Urban Areawide Reviews (AUARs), University of Minnesota and other environmental review documents; performing wetland delineations Natural Resources and Environmental and determinations; preparing wetland and other natural resource -related ■ Science — 1993 permit applications; project management; report writing; data analysis; and Soil and Water Resources Emphasis correspondence and coordination with clients and regulatory agencies • MCES Elm Creek Interceptor, Medina Leg EAW— Lisa acted as the project Q Current Registrations manager for preparing a draft EAW for the Elm Creek Interceptor – Medina Leg 40 -Hour OSHA HAZWOPER Training, project The interceptor is 4.7 miles long and a itends through portions of three with annual refresher courses cities in the metropolitan area. Activities included performing interviews with city and state -agency staff; collecting and analyzing information related to threatened and endangered species, cultural resources, storm water runoff, wetlands, water use, soils, land use, potential contamination, enabled development compatibility with plans, and preparing written sections of the EAW. The EAW was approved and published by the MPCA, and a Negative Declaration was issued for the project. • Northeast Area Trunk Sanitary Sewer EAW — Lisa acted as the project manager for completing an EAW for the Northeast Area Trunk Sanitary Sewer project in the City of Woodbury. Lisa collected and anayzed information from a variety of sources, including the MN Department of Natural Resources and the State Historic Preservation Office. Information analyzed included that related to threatened and endangered species, cultural resources, stone water runoff, wetlands, water use, soils, land use, potential contamination, enabled development, and other issues. On behalf of the City of Woodbury, Lisa worked to prepare a draft EAW for submittal to the Minnesota Pollution Control Agency, for their approval and publication in accordance with Minnesota State Rules. • Anoka County CSAR 35/CSAR 10 Frontage Road Phase I Corridor Study and EA — Lisa completed a Phase I corridor study and helped complete an EA for the CSAR 35 extension project It Anoka County. The project extended CSAH 35 and realigned the intersection of CSAH 10 and Pleasant View Drive to alleviate some safety concerns regarding alignment and to decrease an overabundance of direct accesses to the highway. Activities included: preparing reports, attending planning committee task force meetings and public meetings; performing Interviews with dry staff, state agency staff and property occupants; anaVdng historical Information and regulatory site data; collecting and anayang Information related to potential contamination, enoronmentaljustice, and other issues associated with the project Specific environmental review project experience includes: • City of Cottage Grove West Draw Area AUAR • City of Stillwater Annexation Area ALTAR • MCES South Washington County Interceptor EAW City of Woodbury northeast Area Trunk Sanitary Sewer EAW • City of Woodbury Wilmes Interceptor and Lift Station EAW ' • City of Woodbury Wilmes-Park Crossing Trunk Sanitary Sewer EAW MCES Elm Creek Interceptor– Medina Leg EAW • City of Maple Grove Southwest Interceptor EAWs (several phases( • Southern Nevada Energy Project EA • Incline Village Pipeline Loop EA, Northern Nevada JA Bonestroo Roserte ni>v Anderlik 6 Associates Engineers 6 Architects I 1 I 5 I I I 1 I I I 1 Mark T. Janovec Geo%gist/Protect Mr. Janovec is a Hydrogeologist in the Water Resources Group in Bonestroo's Eng/neer St. Paul office. He is a groundwater hydrology specialist, concentrating on groundwater modeling, water supply research, and wellhead protection D Education planning. He is experienced in the following areas: University of Wisconsin, River Falls • Wellhead Protection Delineation and Planning Bachelor of Science, . Computer groundwater modeling Geology/Hydrogeoiogy — 1994 . Water Supply Planning • Aquifer Testing and Analysis • Watershed/Stormwater Monitoring ❑ Computer Groundwater Modeling Mark is experienced with both the MLAEM )Multi_Layer Analytic Element Model) and MODFLOW computer groundwater modeling platforms. He has utilized groundwater models for wellhead protection planning, water supply planning, contaminant plume migration analysis, and well interference studies. Mark has constructed groundwater models for the following cities: • Woodbury, MN — AUAR • Cottage Grove, MN • Cambridge, MN • Hinckley, MN • Sauk Centre, MN • Farmington, MN • Oak Park Heights, MN • Sartell, MN ❑ Wellhead Protection Planning Mark is experienced is all phases of Wellhead Protection Planning, including construction of groundwater flow models, aquifer testing, capture zone delineation, vulnerability assessments, contaminant source inventories, wellhead protection plan construction, and public participation meetings. Mark has been or is currently active in the wellhead protection planning for the following communities: • Woodbury, MN • Cottage Grove, MN • Champlin, MN • Andover, MN • Farmington, MN • Oak Park Heights, MN • Savage, MN • Shakopee, MN ❑ Aquifer Testing and Analysis Mark is experienced with data collection and analysis for aquifer pump testing. He has performed aquifer testing at the following well locations: • Chaska, MN • Carver, MN • Cottage Grove, MN • Shakopee, MN • Dayton, MN • Moose Lake Correctional Facility, Moose Lake, MN ❑ Water Supply Planning • Medina, MN • Plymouth, MN • Oak Park Heights, MN • Andover, MN • Farmington, MN Sartell, MN Mark is experienced with siting locations of new wells for water suppliers and municipalities. He has performed studies to analyze and calculate the potential impacts of well interference, dewatering of natural Bonestroo resources, impacts of groundwater contamination plumes, and Rosene well spacing for community's water supply infrastructure. v Andertik 6 Associates Engineers 6 Architects Mark R. Ro/fs, P. E. Associate Principal Mr. Rolfs' primary responsibilities include engineering for water system ❑ Water Supply and Distribution Studies • Annandale, MN analyses; water booster pumping stations and water storage reservoirs; O Education sanitary sewer lift stations; and storm sewer pumping stations. Mark is Iowa State university proficient in using KYPIPE WATER and CYBERNET software to perform Bachelor of Civil Engineering — 1980 computer hydraulic analyses for water distribution systems and lift station • Plymouth, MN and pumphouse design. • Maple Grove, MN ❑ Professional Organizations • Chaska, MN • Maple Lake, MN American Society of Civil Engineers ❑ Water Storage Reservoirs • Maple Plain, MN Society of American Military . Annandale, MN • Medina, MN Engineers . Apple Valley, MN • Minnetrista, MN • Cambridge, MN Morton, MN O Current Registration • Camp Ripley, MN Oak Park Hts, MN Minnesota • Chaska, MN Onamia, MN • Claremont, MN . Orono, MN • Cokato, MN • Plymouth, MN • Cottage Grove, MN (2) Port Washington, WI • Eagan, MN Red Wing, MN • Eau Claire, WI Redwood Fails, MN • Farmington, MN Rosemount, MN • Fergus Falls, MN Sarteil, MN • Forest Lake Twp., MN St. Martin, MN • Hastings, MN Wisconsin Rapids, WI • Maple Lake, MN Woodbury, MN • Maple Plain, MN ❑ Water Supply and Distribution Studies • Annandale, MN • Hastings, MN • Oak Park Hts., MN • Apple Valley, MN • Hinckley, MN • Pine Island, MN • Camp Ripley, MN • Howard Lake, MN • Plymouth, MN • Chanhassen, MN • Maple Grove, MN Ramsey, MN • Chaska, MN • Maple Lake, MN Red Wing, MN • Cottage Grove, MN • Maple Plain, MN Springfield, MN • Eagan, MN • Moorhead, MN Woodbury, MN • Fergus Falls, MN • Morton, MN ❑ MUSA Water Systems Mark has performed various water system work for the Metropolitan Urban Service Area in the following communities: • Chanhassen, MN • Apple Valley, MN • Chaska, MN • Cottage Grove, MN • Oak Park Heights, MN • Ramsey, MN • Woodbury, MN Bonestroo to Rosene "Anderlik & Associates Engineers & Architects ASLA CHIEF EXECUTIVE OFFICER EXPERIENCE Mr. Uban is responsible for overseeing site development projects, park and recreational plans, landscape plans prepared for architectural firms, environmental analyses, and city planning projects. In addition, Mr. Uban often prepares and gives expert testimony in court cases and before regulatory agencies. Highlights of his recent experience include: • Bassett Creek Valley Master Plan, Minneapolis. • 5th, 6th St. and Washington Park Downtown Improvements, Dubuque, Iowa • Town Clock Plaza and 8th Street Reconstruction, Dubuque, Iowa • Site and landscape plan for Bet Shalom, Minnetonka • GIS Mapping, Comprehensive Plan, Eden Prairie • Mixed Use Development: -Chaska investments -Grandview Square • Downtown Redevelopment Plan, Fergus Falls • Stinson Technology Campus Redevelopment Master Plan, Minneapolis. • Site planning, environmental review and government approvals for residential developments: -Lundgren Bros. Construction -Soo Line East & West, Plymouth -Waterford, Shorewood -Stromseth Property, Plymouth -Eagan Hills Farms, Eagan -Doerr Property, Medina -Boulder Pointe, Eden Prairie -Rogers/Dolejsi Property, Chanhassen -Essex Estates, Rochester -Bloomfield, Rosemount -Elwell Farms, Medina -Pratt Homes, Hugo -Ron Clark Construction, Minnetonka -Hollander Property, Maple Grove -Westwood Mixed Use Development, St. Cloud Boulder Pointe Cascade Lake Area • Industrial park planning for the Gateway West Business Park, Chanhassen. • Site design and environmental approvals for White Bear Technology Park, White Bear Lake. • Jonathan Industrial Complex Master Plan, Chaska. • Cascade Park Master Plan, Rochester. • Master plan, site design, and construction plans for Wooddale Church, Eden Prairie. Mr. Uban holds Professional Registrations in Landscape Architecture in the States of Minnesota and Iowa. He is a past president of the Minnesota Chapter of the American Society of Landscape Architects. He chairs the Freeway Esthetics Committee of the Minneapolis Committee on Urban Environment, and belongs to the Coalition of Sensible Land Use, and the Urban Land Institute. EDUCATION Bachelor of Science in Landscape Architecture, Iowa State University Bachelor of Science in Environmental Studies, Iowa State University I7r1 izuN CONSULTING PLANNERS $flABDIpW AND'U13AN LANDSCAPE ARCHITECTS ELLEN BERKELHAMER AICP SENIOR PLANNER EXPERIENCE Ms. Berkelhamer joined DSU in 1999, having previously worked as an urban planner in the Chicago ' metropolitan area for 8 years. At DSU, Ms. Berkelhamer assists communities with comprehensive planning, zoning analysis, site plan review, and other community development projects. Examples of projects in which she has been or is currently involved include: 1 Comprehensive Plans • Prepared Comprehensive Plan updates for the Cities of Lake City and Eden Prairie, MN • Under previous employment, prepared the Comprehensive Plan updates for the Cities of Highland Park and Lakewood, IL, and Williams Bay, WI Corridor Plans • Assisted in the preparation of the Lowry Avenue Corridor Plan, Hennepin County, MN • Under previous employment, prepared commercial corridor plans for the Cities of Highland Park and Berkeley, IL I I I N C I 11 I I Development Regulations • Assisted Wabasha County, MN, with the preparation of its first Zoning Ordinance • Prepared a Planned Unit Development Ordinance for the Cities of Marshall and St. Anthony Village, MN • Prepared various Zoning Ordinance Text Amendments for the City of Vadnais Heights, MN • Under previous employment, prepared various Zoning Ordinance Text Amendments for the City of Highland Park, IL, and Greensboro, NC Site Plan Review • Performed site plan, subdivision, and planned unit development review and prepared planning staff reports for the Planning Commissions and City Councils of Lilydale and Vadnais Heights, MN • Under previous employment, performed site plan, subdivision, and planned unit development review and prepared planning staff reports for the Plan Commission and City Council of Highland Park, IL Environmental Review • Coordinated preparation of Environmental Assessment Worksheets (EAWs) for the Heart of the City Master Plan and Black Dog Amphitheater, both in Burnsville, MN • Coordinated preparation of Alternative Urban Areawide Reviews (AUARs) for the Twin Lakes Business Park, Roseville, MN, and the Mississippi Jewel Planned Unit Development, Lake City, MN PROFESSIONAL MEMBERSHIPS American Institute of Certified Planners (AICP), 1994 American Planning Association (APA), 1990 EDUCATION Master of Urban Planning and Policy, University of Illinois, Chicago Bachelor of Arts in Art History, University of Illinois, Urbana -Champaign CONSULTING PLANNERS DAHI-GREN SHARDLJW AND URAN LANDSCAPE ARCHITECTS I 1 I I I I I I CIARA SCHLICHTING PLANNER EXPERIENCE Ms. Schlichting joined DSU in 2001 after working as a Planner for the Metropolitan Council's department of comprehensive planning/technical assistance. At DSU, Ms. Schlichting assists communities with a broad range of planning projects. Examples of projects in which she has been involved with include: ♦ Natural Resource Planning, As DSU's environmental expert, Ciara brings a variety of natural resource planning experience to clients. She has conducted natural resource -related planning for Lake City, St. Cloud, Hutchinson, Martin County, Anoka County, the USDA Forest Services and the Center for Urban and Regional Affairs. Alternative Urban Areawide Review (AUAR) , Principal investigator for the Hutchinson AUAR, which was the first AUAR based on a community's Comprehensive Plan. River Corridor Planning, Assisted local communities in updating Mississippi River Critical Area Corridor Plans and creating plans that conformed to the Mississippi National River and Recreation Area Comprehensive Management Plan. Wetland Planning, Assisted Martin County with developing a wetland function and values assessment methodology and a Comprehensive Wetland Management and Protection Plan. Lake Management Planning, Assisted five lake associations in greater Minnesota in the development of comprehensive lake management plans. Authored the "Conducting a Property Owners Survey" chapter of the publication, Sustainable Lakes Planning Workbook: A Lake Management Model (2000). Open Space Planning, Assisted Anoka County in assessing the intrinsic suitability of large undeveloped open spaces for natural resource preservation or development. Forestry Planning, Conducted in-person survey interviews with residents living within the Chippewa and Hiawatha National Forests to better understand their uses of and relationship to the forest. ♦ Comprehensive Planning, Currently assisting the City of Cannon Falls and Cross Lake with updating their Comprehensive Plans. Assisted the City of Isanti with updating their Comprehensive Plan. Provided technical assistance to many metropolitan communities updating their comprehensive plans to satisfy metropolitan planning requirements. ♦ City Planning, Assisted the City of Vadnais Heights with day-to-day planning activities. Reviewed site plans, variances, plats, and lot split applications. Developed a neighborhood survey to determine land use issues and the support for or opposition to proposed changes in land use regulations and natural resource based performance standards. EDUCATION Master of Science in Forestry, University of Minnesota, Twin Cities Subfield: Planning, Politics, and Administration Bachelor of Science in Natural Resources and Environmental Studies University of Minnesota -College of Natural Resources Area of Concentration: Planning Minors: Forest Resources and Political Science DAHLGREN SHARDLOW CONSULTING PLANNERS AND'U&1N LANDSCAPE ARCHITECTS SBP Associatesjnc. Professional Consulting Services 151 Silver Lake Road Suite 4 New Brighton, NIN 55112 Phone:651-6361490 Fax: 612-677-3244 Transportation - Related Proiect Experience AUAR — SBP conducted air quality and noise impact assessments for a proposed residential/retail development in Farmington, Minnesota. AUAR — SBP conducted air quality and noise impact assessments for a proposed residential development in Rosemount, Minnesota. AUAR — SBP conducted air quality and noise impact assessments for a proposed residential development in Rosemount, Minnesota. AUAR — SBP conducted air quality and noise impact assessments for a proposed residential/air park development in Forest Lake, Minnesota. AUAR — SBP conducted air quality and noise impact assessments for a proposed residential development in Woodbury, Minnesota. AUAR — SBP conducted a noise impact assessment for a proposed residential/commercial development in Sartell, Minnesota. Highway 52, Blaine — SBP conducted a noise impact assessment of a proposed widening and realignment of Highway 52 in Blaine, Minnesota. The project included Minnoise modeling and monitoring of existing noise levels. Highway 23, Spicer — SBP conducted a noise impact assessment of a proposed widening and realignment of Highway 23 near Blaine, Minnesota. The project included Minnoise modeling and monitoring of existing noise levels. Highway 41, Chaska— SBP conducted an air quality and noise impact assessment for the proposed widening of Highway 41 near Chaska, Minnesota. The project included CAL3QHC modeling, Minnoise modeling, and noise monitoring. SBP evaluated noise wall alternatives for this project. Highway 101, Plymouth — SBP evaluated the noise impacts of the proposed widening of Highway 101 in Plymouth, Minnesota The project included Minnoise modeling and monitoring of existing noise levels. I I 1985-1987 Environmental Engineer/Planner for a national engineering and planning firm. ' Responsibilities included assisting with the siting, economic analysis and environmental review of infrastructure projects including waste management and energy production facilities. `J I STEPHEN B. PLATISHA, P.E. - RESUME 1993 -PRESENT Independent environmental consultant providing consulting services in noise, air quality, environmental management, pollution prevention, and solid waste management. ENSR CONSULTING AND ENGINEERING ' 1991-1993 Air Quality and Environmental Permitting Program Manager for the Minneapolis, Minnesota office of a national environmental consulting firm. Managed projects for clients in the areas of air quality, environmental management and permitting. Responsibilities also included implementation of a business plan for the Midwest Region and the development and maintenance of client relationships. HENNEPIN ENERGY RESOURCE COMPANY 1989-1991 Environmental Manager for a large scale waste -to -energy facility in Minneapolis, Minnesota. Responsible for facility environmental permitting and compliance, and for public relations for environmental issues associated with plant operations. MINNESOTA WASTE MANAGEMENT BJARD 1987-1989 Senior Planner for the State of Minnesota's efforts to develop a hazardous waste treatment and disposal facility. Responsibilities included planning and implementing portions of the formal environmental review process so that natural resource, land use, transportation, and health risk issues were adequately addressed in the State's efforts to site a hazardous waste treatment and storage facility. Additionally, responsibilities included the development and preparation of public information materials related to the siting process. HDR TECHSERV, INC. 1985-1987 Environmental Engineer/Planner for a national engineering and planning firm. ' Responsibilities included assisting with the siting, economic analysis and environmental review of infrastructure projects including waste management and energy production facilities. `J I STEPHEN B. PLATISHA PAGE 2 MINNESOTA DEPARTMENT OF TRANSPORTATION 1984 Design technician assisting with drafting and design of State highway projects. E D U C A T 1 0 N BACHELOR OF GEOLOGICAL ENGINEERING, INSTITUTE OF TECHNOLOGY, UNIVERSITY OF MINNESOTA, 1983 MASTER OF PLANNING, HUBERT H. HUMPHREY INSTITUTE OF PUBLIC AFFAIRS, UNIVERSITY OF MINNESOTA, 1991 GRADUATE CERTIFICATE PROGRAM IN NOISE AND VIBRATION CONTROL ENGINEERING, PENNSYLVANIA STATE UNIVERSITY, CURRENT P R O FESS I O NAL ACTIVITIESAND R E G I S T R A T 1 0 N S REGISTERED PROFESSIONAL ENGINEER. MINNESOTA an Blvd wn and Country LIAR Study Area hanhassen MN I I 1 I I 7 Chanhassen II Approximate TH212 Future Roadway Ak 40( i fi Town and Country Development Project Alternative Urban Areawide Review City of Chanhassen, Minnesota February 28, 2003 =5o1 Short Elliott Hendrickson Inc. Multldisciplined. Single Source. 1 1 I I 1 I I 7 Chanhassen II Approximate TH212 Future Roadway Ak 40( i fi Town and Country Development Project Alternative Urban Areawide Review City of Chanhassen, Minnesota February 28, 2003 =5o1 Short Elliott Hendrickson Inc. Multldisciplined. Single Source. I I I I I �� I 10901 Red Circle Drive, Suite 200, Minnetonka, MN 55343-9301 952.912.2600• 952.912.2601 FAX architecture engineering environmental transportation February 28, 2003 RE: City of Chanhassen, Minnesota Town and Country Development Project Alternative Urban Areawide Review (AUAR) SEH No. P-CHANH0304.00 Ms. Kathryn R. Aanenson, AICP Community Development Director City of Chanhassen Planning Department 7700 Market Boulevard Chanhassen, Minnesota 55317 Dear Ms. Aanenson: Short Elliott Hendrickson Inc.® (SEH) is pleased to provide the City of Chanhassen Planning Department with our Proposal for the Town and Country Development Project — Alternative Urban Areawide Review (AUAR). At SEH We help you Plan, Design, and Achieve. The proposed AUAR is an opportunity to Plan this future growth area with Chanhassen by addressing and resolving critical issues in the study area. The concurrent completion of an Environmental Assessment Worksheet for the proposed Town and Country Development will expedite the City's approval process. SEH recognizes the affects of the Highway 212 expansion along the southern boundary of the study area. As a multi -disciplinary firm of more than 600 staff with local growing offices, we have the capabilities and experience to complete this effort on time and within the City's budget. As the Client Service Manager and Senior Project Manager, we bring over 40 years of planning and engineering experience to this planning effort. Knowledge and familiarity with the City of Chanhassen and the Twin Cities Metropolitan Area is critical to efficient project implementation. Our project team of experts is familiar with the City of Chanhassen. Thank you for considering SEH. We look forward to working with the City of Chanhassen on the Alternative Urban Areawide Review and the Environmental Assessment Worksheet for the Town and Country Development Project. Sincerely, %ilic,/UtxC7 4irma Michael A. Wozniak, AICP Project Manager sll Short Elliott Hendrickson Inc. It/4 �- Akp--- Michael P. Foertsch, PE Client Service Manager Your Trusted Resource Equal Opportunity Employer M M = M W r M M M M M M M W Statement of Qualifications —Town and Country Development Proiert Gttarnativa I1rhan Craawiria Paviaw Subset of key evaromental daeownt projects that SEHhag conducted or participated during t Project Name Location Date Development Type Description Hugo AUAR for Everton Mixed use residential, commercial, open 16, Avenue Development Hugo, MN 2002 space development with school site and aci Greenway corridor and utility extension Design, environmental analysis, and public TH 169, EA &EIS Crow Wing and Mille Lacs 2003 involvement for reconstruction of 17 miles 80 Co. of TH in Mille Lacs Lake, an mil environmentally sensitive setting Elko/New Market Interceptor Lakeville, MN 2003 Natural resources study for MCES 10 Municipal utilities for 600 acres of hwy., 601 South Annexation Area Cannon Falls, MN 2001 commercial and mixed use housing, incl. EAW 1.0 MG tower, booster station and lift 6 n station util Citywide comp. plan of land use and 4,2 Citywide Utilities EAW Oron000, MN 2002 facilities planning for municipal utilities system including well and reservoir acr Andover Station North EAW Andover, MN 2003 Mixed use development 101 Grade separation of McKnight Road and TH 36 EA/EAW North St. Paul, MN 2003 Margaret Street crossings, new pedestrian 3 n bridge, and Gateway State Trail relocation Wayzata Commons EAW Wayzata, MN 2003 Residential development 22 Reconstruction of two-lane roadway CSAH 101 EAW Hennepin County, MN 2000 through Plymouth to four lanes with center 1.3 medians from 30th Ave. to TH 55 Cambridge NE Industrial Cambridge, MN 2001 Industrial development with local 18; Park EAW infrastructure ANE Land Release, EAW Anoka County - Blaine 2002 Bldg. area development, runway extension, 119 Airport ILS taxiway. aolf course acr South Area Sanitary Sewer Hutchinson, MN 2000 Utility extension with 1,050 acre service 4,2 Extension, EAW area Mn/DOT -TH 23 Kandiyohi County 2000 Prelim. design, wetland impacts & 11. Reconstruction, EAW mitigation, storm water management TH 60 EIS Worthington, MN 2001 Environmental analysis and public 12 involvement for reconstruction of TH Describe your experience being the lead consultant for a team of consultants collaborating on an environmental assessment project. Describe your approach to successful multi -firm collaboration. The City of Chanhassen has requested that an EAW be prepared for 120 acres known as the "Town and County" Development Area and an Alternative Urban Areawide Review (AUAR) for the entire proposed 650 acre development site. Both environmental review documents will require assessment of environmental impacts but in a different format and context. SEH will provide most services in-house. SEH has long-term relationships with the subeonsultants being used on this project. The EAW will include assessment of the impacts as outlined within the Environmental Quality Board's guidelines and process to complete the worksheet. The City of Chanhassen has proposed further environmental review by conducting a AUAR for the entire 650 -acre site. SEH will be conducting both processes simultaneously to expedite both processes. Major issues include traffic and access, mixed use development of residential and commercial areas, storm water, noise, alternatives review, trunk utility extension, proposed water storage, schools, fire station sites, and wetlands. SEH will begin the processes by initiating a coordination meeting of City and agency personnel involved with decision making and permitting for the proposed project. Early coordination with agencies will provide a smoother and more efficient process to occur by identifying critical environmental related issues and providing an avenue for the agencies to provide input on those issues. Public involvement will also be an important factor, we proposed to get agencies involved early in the processes to learn the critical issues and respond accurately. The following summarizes the agencies which will be involved in this AUAR process. • The City of Chanhassen • Corps of Engineers • Environmental Quality Board • Fish and Wildlife Service t • Board of Water and Soil Resources • Metropolitan Council Environmental Services • Department of Agriculture • Met Council • Minnesota Department of Health • Carver County Highway Department/Planning ' • Department of Public Service Department • Minnesota Department of Natural Resources • Riley Purgatory Bluff Creek Watershed District • Minnesota Department of Transportation • Carver County SWCD • State Historical Preservation Office • Developers and Land Owners • Minnesota Pollution Control Agency The AUAR process requires one or more development scenarios be reviewed for the study area. SEH proposes to use the City of Chanhassen's Comprehensive Plan as a guide to develop the scenario(s) along with current development proposals such as the Town and Country development. SEH will also review the City's current comprehensive plans for transportation, sanitary sewers, storm water management and water supply/distribution to determine the City's needs for extensions of municipal services to the area. SEH will use all available existing data such as City contour maps, USGS quad maps, aerial photos and NWI maps to conduct the Natural Resources Inventory. The City of Chanhassen's Comprehensive Plan will also be used as a guide in preparing the EAW/AUAR. The Carver County Transportation Plan and TH 212 Interregional Corridor Management Plan will be used as resources for the preparation of the EAW/AUAR. Fram a traffic perspective, one of the key considerations in developing the AUAR is the timing of the construction of the proposed new TH 212 in the study area. Since it is likely that the proposed 650 -acre development area will be built out before the new TH 212 is in place, SEH will need to work closely with the City, Carver County, and Mn/DOT in developing assumptions and evaluating traffic impacts for the AUAR. Though right-of-way preservation for the future TH 212 improvements will be a consideration, there will also be a need to determine the extent and magnitude of interim transportation improvement that will be provided until the proposed TH 212 improvements are actually constructed. IShort Elliott Hendrickson Inc. Page 3 What have been the most unique or unexpected issues that you have encountered during any of the above listed projects and what was your approach to dealing with or resolving them? Prenaration of Land Use Develooment Scenarios The City of Chanhassen's Comprehensive Plan includes detailed estimates for future land use within the 2005 MUSA. These estimates used in conjunction with the City's 2020 Land Use Plan Map form the basis for preparing a future land use scenarios for the purpose of evaluating environmental impacts within the AUAR study area. In addition, specific development proposals (such as the Town and County Development Project) must be considered in the AUAR process. Plans for the area include over 1100 housing units, 750,000 square feet of Office -Industrial space and 750,000 square feet of Mixed-use space. The impacts of providing public services for the development anticipated by the development scenarios will be significant including extensive improvements to the City's water and sanitary sewer systems. E Traffrc/1'ranWortation Issues Numerous traffic and transportation issues exist within the study area for the AUAR and the Town and Country Development (EAW). One of these major issues is a segment of the proposed new TH 212 representing the southeast boundary of the AUAR study area. Environmental review and planning for this proposed stretch of highway has been completed, but, at this point its construction is scheduled beyond 2010. If a funding package is approved by the legislature the timing of the project may move up. The environmental documents and plans for TH 212 will be utilized in order to help identify environmental impacts associated with proposed development within the AUAR Study area. In addition to the TH 212 issue, significant traffic increases are anticipated on Lyman Boulevard (County Road 18) on Audubon Road (County Road 17), and on Pioneer Trail (County Road 14). Timing of the new TH 212 is an important issue regarding these county roads since traffic increases on these county roads will be significantly less with TH 212 in place. Natural Resources Issues and Protection Bluff Creek nms through the AUAR Study Area and may be affected by the Town and Country Development (EAW). The watershed of Bluff Creek includes Chanhassen's most significant remaining natural feature, the Seminary Fen. In order to preserve this area, it is the city's goal to acquire lands adjacent to the stream as opportunities arise and funding allows. The Bluff Creek Watershed Natural Resources Management Plan is the City of Chanhassen's response to preservation of its natural areas in the midst of rapid growth and development pressures. The management plan identifies and describes the topography, soils, vegetation wildlife, wetlands, parks and trails, and land use with the Bluff Creek watershed area. Both environmental documents will need to address the potential environmental impacts of Bluff Creek and the City's Comprehensive Plan. The Bluff Creek Watershed Natural Resources Management Plan will be used to guide preparation of the development scenarios for the AUAR. Municipal Eneineerine Issues This AUAR will review the anticipated impacts on the City's Municipal Infrastructure. Extensions of sanitary sewer trunks and water mains will be needed to service the study area. The Bluff Creek trunk sewers will include three branches along the existing waterways to service the study area as well as modifications to the existing lift station (#24) at Lyman Boulevard. Water main trunks ranging from 16 -20 -inch will be required to supply the AUAR area. 12 -inch water mains should be reviewed to provide water supply and fire protection in the commercial/ warehousing land use areas. The City's Comprehensive Plan indicates a need to site a 2.0 MG reservoir within the study. All storm water management storage and sewer systems will be in compliance with the Bluff Creek Watershed Natural Resources Management Plan. Groundwater dewatering during utility construction will be an issue to manage. ' Short Elliott Hendrickson Inc. Page 4 II What have been the most challenging situations that you have encountered during any of the above listed projects and what was your approach to dealing with or resolving them? 11-1169 Environmental Impact Statement — Around Mille Lacs Lake in Minnesota SEH was hired by Mn/DOT to complete an Environmental Impact Statement (EIS) and Preliminary Design for a 17 mile Trunk Highway reconstruction project located in an environmentally sensitive setting on the west side of Mille Lacs Lake. Included completion of a Scoping Study, Draft EIS, Supplemental Draft EIS, and Final EIS. SEH provided preliminary design, public and interagency involvement, environmental effects determination and mitigation, and special studies. Two discrete unique/unexpected issues were encountered by SEH during the course of the project. The first challenge involved a pilot effort of the new Federal Highway Administration's (FHWA) Streamlining directive. Streamlining involves early, up front agency and affected citizen coordination and consensus building. Streamlining utilizes SEH's expertise in the Systematic Development of Informed Consent (SDIC) process to build a consensus with the issues and approaches that will be carried into the environmental studies. Subgroup committees assembled for important issues that develop during the studies provide oversight, consensus, and technical guidance. The subgroups are comprised of agency, citizen and private sector interests who have a relation to or are affected by the project and the issues. The larger Streamlining committee provides continued oversight and consensus throughout the duration of the study. The second TH 169 challenge centered around balancing decisions on e the large number of conflicting environmental issues and constraints •._ that are potentially affected by the project. These include effects on evrte ncx-� I eeeoaver socioeconomic groups, wetlands, water quality, threatened and j — endangered species, cultural resources, fish and wildlife, and aesthetics. Special studies and consensus building through subgroup i+v= committees, interagency coordination, and detailed analyses enabled 'SEH the project to move forward with an alignment that minimized • impacts and considered the importance of these issues and constraints. Successful project effect avoidance, minimization, and mitigation solutions were achieved through SEH's efforts and leadership roles on the TH 169 Improvement Project. ' Short Elliott Hendrickson Inc. Page 5 I What approach do you use to build consensus among citizens, developers, elected officials, and government agencies? SEH has earned a reputation for effectively drawing the key stakeholders within the project together into a Productive process. Facilitating stakeholders to focus on relevant issues, key project benchmarks, and a useable filial document are hallmarks of SEH's communications/participation program SEH is also recognized as a leader in drawing government agencies into a productive partnership on projects. Early and clear communication regarding the agencies' issues/priorities consistently result in cooperative ventures. The SEH approach to bringing people to common ground is based upon SDIC (Systematic Development of Informed Consent). This model by the Institute for Participatory Management and Planning is based upon over 30 Years of research on the essential role communications and stakeholder involvement play in the implementation of Public works projects. ' The communications/participation approach follows these steps: 1. Risk Assessment — identify the key stakeholders and the key issues. ' 2. Communication & Participation Objectives — set objectives which will drive communication/participation process and determine cost effective, time efficient communication techniques i.e. memoranda, meetings. ' 3. Design/imnlement the Communication/Participation Program — characterized by: • Early and on-going involvement of key agencies and stakeholders; • Openness of the process to include new stakeholders, as needed; • Flexibility of the process to meet the process interests and needs of stakeholders. Use of multi- informational/participatory techniques to assure stakeholders can participate in a way that is meaningful and conducive to their needs — not merely traditional public meetings and hearings. Techniques may include (but are not limited to) targeted mailings, web site & internet interaction, local meetings, "piggy -backing" onto existing meeting agendas, mailings & media; • Application of the most appropriate, cost effective communication/participation techniques proven to accomplish the established objectives; • Use of technical memoranda, advisory groups, existing municipal committees, etc. as techniques to focus involvement and maintain project schedules; • The process reflects the needs of project schedule and is structured to convey/receive input at key technical benchmarks. 4. Continual evaluation and, if necessary, modification of the communication/participation program to effectively meet the needs of the project. S8H's approach to communication and participation has consistently resulted in project outcomes, which meet the needs of clients, agencies, and stakeholders. SEH is an internationally recognized leader in communications and stakeholder participation. Bonnie Morey, Team Leader, has an extensive background in group facilitation and employee training and development. In addition, SEH has brought the SDIC course and public participation training to more than 1,200 public employees in the state of Minnesota. I Short Elliott Hendrickson Inc. Page 6 Why is your firm uniquely qualified to conduct an AUAR for the City of Chanhassen? SEH is uniquely qualified to complete the EAW and AUAR for the following reasons: • SEH is a known entity with a proven track record with the city for our ability to respond to your needs. • SEH has working knowledge of the existing sanitary sewer systems within the City. SEH developed a sewer monitoring program for the City and its five (5) neighboring communities. This program identified all intercommunity, sewer connections between the City and its neighbors. • SEH team member, Ross Harris, under the direction of Mn/DOT while working for another consultant, prepared the draft and final EIS documents for the TH 212 corridor through Chanhassen. The selection of a preferred alternative through Chanhassen (i.e., south of Rice Marsh Lake or south of Lake Riley) was made possible, in part, by the initial findings of the EIS document for TH 212 and ultimately assisted the City determine its preferred highway alignment. ' • SEH is a Midwest firm and yet local in nature. We have worked with municipalities since our inception over 75 years ago and understand city business. We understand the inner workings of the regulatory agencies and how they effect the operations of the City of Chanhassen. ' • SEH is a local, multi -disciplined firm SEH has the necessary expertise "in house" to perform the EAW and AUAR. This "in-house" expertise allows us to work closely together to provide the City with the necessary documents to meet their goals and objectives of the study. We have the expert professional staff in disciplines that are critical to the Town & Country EAW and the 650 acre AUAR for the City's 2005 MUSA area. • SEH has reviewed development proposal traffic impacts for many communities in the metro area, several of which including mixed use developments of 100 acres or more. We have also prepared model traffic impact ordinances for communities experiencing unprecedented growth and helped them understand methods to generate appropriate traffic impact fees. Most importantly, we understand the importance to Chanhassen of establishing traffic impact assessments that show relationships between completion of the AUAR area developments and the timing of Highway 212's construction. i• SEH is providing Value Engineering Services on the City's Comprehensive Water System Analysis. IShort Elliott Hendrickson Inc. Page 7 Outline your firm's proposed plan of action and tasks needed to complete the AUAR. SEH has devised a plan of action and tasks that included two distinct but related projects to assist the City of Chanhassen with the preparation and processing of the require environmental documents for the Town and Country EAW and AUAR for the City's 2005 MUSA area. The following tasks represent work items to be completed by SEH in conjunction with the preparation and Processing of an EAW for the Town and Country development project: Task 1— Project Management This task includes project management activities to coordinate preparation and processing of the EAW. Task 2 — Data Collection This task will include collection and analysis of background data regarding the proposed development site and the Proposed development project. Task 3 — Mapping This task will include the preparation of maps or site drawings that may be required for completion of the EAW. Task 4 — Preparation of EAW This task will include completing the analysis required on the official form for an EAW based on data and factual information by the City and other available sources. Task 5 — Presentation of EAW to City Council This task will include presentation of the completed EAW to the City Council (Responsible Governmental Unit - RGU) to determine completeness and to authorize distribution to required distribution fist. Task 6 — Distribution of EAW This task will include distribution of the EAW to the Environmental Quality Board's required distribution list. Task 7 — Response to Comments/Preparation of Findings of Fact This task includes review and preparation of a summary of responses to comments from reviewing agencies and individuals. hi addition, this task will include a development of a recommendation regarding the need for an EIS and preparation of "draft" findings of fact. Task 8 — Presentation of EAW Fundings of Fact to City Council This task will include presentation of the recommended findings of fact for Council action. Task 9 — Distribution of Notice of EAW Decision This task will include distribution of Notice of the EAW Decision (by City Council acting as RGU) to the required distribution list. In addition, this task will include mailing of responses to EAW comments. Short ElliottHendrickson Inc. Page 8 IOutline your firm's proposed plan of action and tasks needed to complete the AUAR. (cont) 2005 MUSA Alternative Urban Areawide Review (AUAR) Tasks: ' Task 1— Preparation of Development Scenarios SEH will assist the City in preparing one or more development scenarios for the AUAR study area. It is assumed that development scenarios will be based on the City's Comprehensive Plan as well as any current development proposals such as the Town and Country development project. SEH Project Team Members will meet with City staff to review the development scenario or scenarios. SEH will attend a meeting of the Chanhassen City Council for review of each development scenario considered. Task 2 — Preparation of Draft Environmental Analysis Document SEH will prepare a draft environmental analysis document addressing each of the development scenarios using the standard content and format provided by the Environmental Quality Board (EQB). Task 3 — Distribution of AUAR and Notifications ' SEH will assist the City with the distribution of the AUAR and required notifications. Task 4 — Revision of Environmental Analysis Document 1 SEH will assist the City to revise the environmental analysis document based on comments received during the comment period. Task 5 — Preparation of Plan for Mitigation SEH will prepare a plan specifying the mitigation measures that will be imposed upon future development within the area in order to avoid or mitigate potential environmental impacts. The plan will contain a description of how each mitigation measure will be implemented, including a description of the involvement of other agencies, if appropriate. Task 6 — Distribution of Revised Environmental Analysis Document SEH will assist the City with the distribution of the revised environmental analysis document in the same manner as the draft document and also to any persons who commented on the draft document and to the EQB staff. Task 7 — Adoption of the Revised Environmental Document and Plan for Mitigation The SEH will attend the City Council and PC meetings when the revised environmental analysis document and the plan for mitigation are considered for adoption. In addition, SEH will assist the City with distribution of the record of it's action to adopt the document and plan for mitigation. The documents will be distributed to the EQB and all agencies that have indicated the wish to be informed of any future projects within the area, as part of their comments on the draft environmental analysis document. Task 8 — Assistance with Response to Objection(s) D SEH will assist the City in responding to an objection or objections to the Revised Environmental Analysis Document and the Plan for Mitigation filed with the RGU (City) in accordance with EQB Rules. This task will be done at SEH's hourly rates because of the unpredictable nature of comments and formal objectives. ' Short Elliott Hendrickson Inc. Page 9 I [1 F I Outline your proposed fees for an EAW for the Town and Country project only (as specified in the RFP) and the AUAR tasks outlined on Pages 8-9. Also, provide your proposed schedule for completing AUAR. SEH will be the lead on this Environmental Review Project for the City of Chanhassen. This process will provide an AUAR for the 650 -acre study area and an EAW for the Town and County Development. Firm Tasks EAW Budget EAW/AUAR Budget SEH AUAR Report $10,000.00 EAW Report $3,500.00 $3,500.00 Contact Approval Process $500.00 $2,000.00 Agency Meeting $1,000.00 $3,000.00 Project Management $300.00 $1,000.00 Data Collection $400.00 $1,200.00 GIS/Mapping $500.00 $1,500.00 Transportation Analysis * $9,300.00 $15,200.00 Municipal Engineering $2,400.00 $11,500.00 Land Use Planning Alternatives $2,000.00 $6,000.00 Natural Resources Review $1,000.00 $5,500.00 Parks, Trails & Protection $500.00 $4,000.00 City Council Presentations $500.00 $2,000.00 EAW/AUAR Distribution's and Findings $500.00 $2,000.00 Archaeological Research Archaeological Services $1,000.00 $3,000.00 Services SPB Associates Sound Analysis Review and Air Quality $500.00 $10,000.00 TOTAL $23,900.00 $81,400.00 If the City selects to do the AUAR only, SEH would prepare those documents for $73,800. This assumes the EAW is not required for the development with an approved AUAR. Note: Response to comments generated by EAW/AUAR will be completed on an hourly basis. The amount of comments will vary significantly on the EAW/AUAR process depending on its complexity and the nature of any controversy. The comment review could be required to respond to 10 or 100 comments, and is difficult to predict. * The analysis assumes only one future scenario, either with or without new TH 212 in place. If the City wants two scenarios, both with and without TH 212, the EAW cost increases by $1,000 and the AUAR cost increases by $4,500. Schedule Proposals Received Recommend Firm to Council Meetings with Planning Commission EAW Completion Public Hearing Target AUAR Completion Findings Of No Significant Impacts (FONSI) for Development February 28, 2003 March 10, 2003 April 18, 2003 May 20, 2003 June 3, 2003 July 3, 2003 August 15, 2003 August 19, 2003 Short Elliott Hendrickson Inc. Page 10 a W M= 011111111111 = M illla a M a M= W Kathryn Aanenson, AICP Community Development Director Robert Generous, AICP Senior Planner Mike Fcertsch, PE, PLS Client Service Manager Mike Wozniak, AICP Project Manager Municipal Engineering I Tom Kaldunski, PE Ron Leaf, PE Jason Sprague, PE Aaron Ditzler, PE Steve Nelson, PE Doug Klamerus, PE Dick Potz Services • Assessment Rolls and Project Funding Analysis • Storm Water Management Comprehensive Planning • Water Supply and Distribution • Water Treatment • Sanitary Sewer System Comprehensive Planning • Value Engineering • Geotechnical Analysis Transportation PlanninIg Land Use Planning I _II Ross Harris, AICP Mike Wozniak, AICP Scott McBride, PE Brad Digre George Calebaugh, PE, PTOE Bonnie Morey Steve Platisha SBP Associates Services • Traffic Signals • Operational Analysis • Traffic Forecasting • Roadway Geometry • Intersection Design • Traffic Calming • Noise Analysis • HorizontalNertical Alignments • Pavement Design • Pavement Analysis Services Land Use Alternatives Comprehensive Planning Neighborhood Planning EAWs/EISs/AUARs Redevelopment Planning GIS Public Involvement Land Use Regulations Resource/ CENatural nvironmental Protection I Todd Udvig, PSS Brad Kovach Allyz Kramer Al Sunderman, PG Beth Luebke Christina Harrison Archaeological Research Services Services GPS Wetland Delineation Mitigation Plan Preparation Natural Resource Inventory Environmental Documentation Phase I Site Assessments Archeological Review Hydrogeology Review Air Quality r Parks and Pedestrian Trail and Landscape Design I Laurie McRostie, ASLA Services • Park Design Concepts • Aesthetic Streetscaping • Context Sensitive Design • Bicycle and Pedestrian Friendly Facilities Other Available Services Architecture Water Reservoir Design Mike Foertsch, PE, PLS ' Client Service Manager • 6 years with SEH • 13 years of previous experience • Bachelor of Science, Civil Engineering (1994) Recent Training/Pertinent Skills • Client Service • Public Involvement • Project Management Client service manager responsible for identifying the needs of the city and, assembling a team of professional experts from SEH needed to deliver the desired service. Mike is responsible for the on-going monitoring of all SEH services to assure the client receives a superior service product, on time, within budget, and with no surprises. Mike serves as client service manager for the following communities: Chanhassen, Richfield, Coon Rapids, Eagan, Castle Rock Township, Dakota Electric Association, and Inver Grove Heights. Ash Street/Prairie Waterway Storm Water System Analysis Castle Rock Township, Minnesota The project consists of the analysis of a portion of the City of Farmington's current Storm Water Management Plan for properties located within Castle Rock Township. The analysis is required as ' a part of the upgrade of Ash Street, a Dakota County roadway within the City of Farmington, adjacent to the Dakota County Fairgrounds. The drainage from Ash Street and the adjacent areas ' are tributary to property within Castle Rock Township which does not have storm water facilities to receive the projected storm water run-off. The storm water run-off from this area (approximately 350 ' acres) ultimately discharges into the City of Farmington's Prairie Waterway System which is tributary to the Vermillion River Watershed. I I 1 Eagan North Water Treatment Plant Expansion Eagan, Minnesota Increased capacity from 12 MGD to 22 MGD. Increased the expansion of a clearwell capacity from 0.7 MG to 2 MG. This project included the addition of 2 plate settlers to facilitate recycle of backwash water at a fast rate and eliminate need for new backwash tanks, for which there was no space. This project also included an entire new chemical feed room with large scale automated potassium permanganate feed equipment, chlorine feed from 1 -ton cylinders, new fluoride feed system, and polymer feed system for plate settlers. Lexington Avenue Reconstruction Eagan, Minnesota SEH was retained by the City of Eagan to perform preliminary designs, feasibility reports, public involvement, final design, ' easement descriptions, topographic/construction surveying and construction administration for a 1.5 mile segment of Lexington Avenue. I 11 I I L I [l I Michael A. Wozniak, AICP Project Manager • 2 years with SEH • 16 years of previous experience • Master of Regional Planning (1984) • Bachelor of Landscape Architecture (1981) • Member, American Institute of Certified Planners Recent Training/Pertinent Skills • Project Management • Effective Meeting Facilitation • GIS/AutoCAD • National and State Planning Conferences Mike has over 18 years of planning experience BPI in urban, suburban and rural settings including 13 years of local government public sector Planning experience in Minnesota, prior to joining SEH in November 2000. His experience includes directing or assisting with the preparation of many Environmental Assessment Worksheets and several Environmental Impacts Statements. Mike will coordinate land use Planning issues for the Town and Country Environmental Assessment and for the Alternative Urban Areawide Review which will include devising a specific development scenario or scenarios to review for the AUAR Cambridge Northeast Industrial Park EAW Cambridge, Minnesota Project Manager for this project to assist the City of Cambridge, MN with the preparation and processing of an EAW for the City's proposed Northeast Industrial Park. The project site consists of a 183 acres intended to be developed with various business uses including industry, offices and limited retail. The following task were completed in conjunction with this project: Data Collection, Mapping, Preparation of EAW, Presentation of EAW to City Council, Distribution of EAW to Distribution List, Response to Comments/Preparation of Findings of Fact, Presentation of EAW Findings of Fact to City Council, and Distribution of Notice of EAW Decision. Andover Station North EAW Andover, Minnesota Project Manager for this project to assist the City of Andover, Minnesota with the preparation and processing of an EAW for a development of the Andover Economic Development Authority. The Andover Station North site is 100 acres, and is proposed to serve as one of the major retail and office sites in Andover with 400,000 square feet of space proposed. Development plans also include up to 130 units of medium to high density housing. This EAW involved addressing significant "brownfield clean-up issues. A portion of the site was formerly uses as an auto salvage operation and the site is situated immediately south of a closed municipal solid waste and hazardous waste landfill. TH 169 EIS & Preliminary Design Minnesota Department of Transportation Team member responsible for evaluation of potential environmental impacts related to proposed improvements to TH 169 in Mille Lacs County and Crow Wing County, Minnesota. The project extends from TH 27 north of the City of Onamia, to TH 18 in the City of Garrison, along the west shore of Lake Mille Lacs. This project included an innovative analysis to identify future land use scenarios for the project study area I 1] I I L' Thomas J. Kaidunski, PE Senior Municipal Services Manager • 3 years with SEH • 22 years of previous experience • Bachelor of Science, Civil Engineering (1979) • Professional Engineer (1983) Recent Training(Pertinent Skills • Project Management • Public Involvement/SDIC • Blandin Community Leadership Training Senior project manager with project management and design experience on a variety of civil engineering projects including: streets and drainage; water supply, storage and distribution; and wastewater collection and treatment. Tom was the Senior Project Manager for the Chanhassen Sewage Flow Monitoring report that was prepared in 2002. This report outlined our 21 intercommunity sewer connections to assist the MCES in its flow allocations/charges. The report also presented options for a sewer flow monitoring program. Prior to joining SEH he served for more than 11 as the City of Farmington's Director of Public Works and City Engineer, and 14 years as a consultant. South Annexation Area Utility Improvements Cannon Falls, Minnesota Project manager for the design and planning of a $11 million utility improvement project to serve the City's South Annexation Area. This project included the facilities planning and environmental review for this 600 -acre portion of the community. The overall project included a 1.0 MG reservoir, a 1,500 gpm water booster station, 12 miles of 12 -16 -inch trunk watermains, and trunk sanitary sewers ranging in size from 12 -30 - inches. Includes a new trunk lift station with an ultimate service area over 2000 acres in size along TH 52. The existing area was comprised of a mixed use of highway business, commercial property, local mall, hotels and residential developments including single family and townhome units. Tom was in charge of the EAW that was prepared as part of the project funding through the State Revolving Loan Programs (DWRF & WPCRF). The environmental review had to be sensitive to the Cannon River and it's tributarys which are Outstanding Value Water Resource's (OVWR). Comprehensive Land Use Plan Oronoco, Minnesota Project manager for the facilities planning and comprehensive land use planning for the City of Oronoco. Tom was responsible for developing planning documents to upgrade the City's concepts for developing this community of 800 into a 4,200 acre community with a mixed use of development surrounding a proposed interchange on TH 52. This project included the concepts of a new municipal water system with two wells and a 0.5 MG reservoir and 5 miles of trunk watermains. The plan also reviewed the feasibility of constructing a new wastewater treatment plant, or a 7 mile trunk sanitary sewer facility to Rochester. ' F16Y9C 1 f — - � __ �ITC�N�TK �- � FYT1wC LJNo USC -. FEW �P(]CIti.rY.Y tea....-. me � ao $—fit Director of Public Works/City Engineer City of Farmington, Minnesota Served as the Director of Public Works/City Engineer for the City of Farmington for 11 years. Managed the City's engineering, street and utility functions. Tom was instrumental in updating the City's Comprehensive Plans for water supply and distribution, storm water management and sanitary sewer systems for this 12 square mile community at the staring point of its current growth phase. The City grew from a population of 4,000 to 11,000 while Tom was the DPW. Tom was involved in many EAW and EIS as part of this development process. [-1 George Calebaugh, PE, PTOE ' Traffic Engineer P 11 11 I I 1 I • 2 Yeats with SEH • 25 years previous experience • Master of Engineering, Transportation Engineering (1975) • Bachelor of Science, Civil Engineering (1974) • Professional Engineer in Minnesota and North Dakota • Professional Traffic Operations Engineer Recent Training/Pertinent Skills • Traffic Impact Studies • Traffic Forecasting • Traffic Safety and Operations Studies • Transportation Planning • Project Management George will serve as the Transportation Task MAnager for the project. George has prepared numerous traffic impact studies for proposed Fr developments and for proposed transportation facilities. He has extensive experience in trip generation, traffic forecasting, traffic operations analysis, safety studies, access studies, and preliminary engineering activities for intersection and roadway improvements. TH 60 Environmental Impact Study (EIS) Mn/DOT Determined traffic impacts for alternatives for upgrading a 12 -mile segment of TH 60 near Worthington, Minnesota. The study analysis included forecasting future traffic, evaluating traffic operations, reviewing crash data, and assessing access changes. Andover Station North Traffic Impact Study (EAW) Andover, Minnesota Conducted traffic impact study for a 100 -acre, mixed use development proposed near the Bunker Lake Boulevard/ Hanson Boulevard intersection in Andover, Minnesota The study included trip generation, forecasting future traffic, evaluating traffic operations, and determining traffic improvements needed to accommodate the proposed development. Mueller Property Traffic Impact Study (EAW) Carver County, Minnesota Performed traffic impact study for proposed revisions to gravel mining site in Dahlgren, Minnesota. The study included trip generation, forecasting future traffic, evaluating traffic operations, assessing access changes, and recommending traffic mitigation measures. - ,- -- - - --� , rl f ? ' � 1 Andover Station North Traffic Impact Study (EAW) Andover, Minnesota Conducted traffic impact study for a 100 -acre, mixed use development proposed near the Bunker Lake Boulevard/ Hanson Boulevard intersection in Andover, Minnesota The study included trip generation, forecasting future traffic, evaluating traffic operations, and determining traffic improvements needed to accommodate the proposed development. Mueller Property Traffic Impact Study (EAW) Carver County, Minnesota Performed traffic impact study for proposed revisions to gravel mining site in Dahlgren, Minnesota. The study included trip generation, forecasting future traffic, evaluating traffic operations, assessing access changes, and recommending traffic mitigation measures. Scott L. McBride, PE ' Transportation Engineer 1 1 I 1 1 1 _I I 1 • 3 years with SEH • 19 years previous experience • Bachelor of Science in Civil Engineering (1981) • Professional Engineer (1985) Recent Training/Pertinent Skills • Facilitation • Public Involvement/SDIC • Covey Leadership • Project Management Scott will serve as Project Advisor and lead the *� public participation effort for this project. He has over 20 years of experience working in all aspects of project delivery. His experience working with Mn/DOT, both as an employee and a consultant, gives him a thorough understanding of Department policies, procedures and practices. This will be crucial to the City to effectively coordinate this project with all agencies that will be involved. Scott will also apply his vast experience with public participation strategies. Pipestone Transportation Planning Study Mn/DOT - District 8 Scott served as Principal for the development of a comprehensive transportation planning study in partnership with the City of Pipestone and Pipestone County. The study included an origin - destination survey, transportation system analysis, traffic forecasts, impact assessment of other modes, public involvement, and an implementation plan. Glencoe Transportation Planning Study Mn/DOT - District 8 Scott served as Principal for the development of a comprehensive transportation planning study in partnership with the City of Glencoe, McLeod County and the TC&W Railroad. Scott led the Technical Advisory Committee and public involvement activities. Other tasks included in the project were an origin -destination survey, analysis of functional and jurisdictional classifications, intersection operation analyses, traffic forecasts, modal assessment and implementation plan. TH 212 Interregional Corridor Study I-494 to South Dakota Border Project Manager responsible for developing the TH 212 Corridor Management Plan. This project involved a complex public involvement structure due to the 160 -mile corridor length and challenging technical work to develop corridor performance, issues and solutions. The project resulted in a 2025 vision that prioritizes corridor improvements over the next 25 years. Ross D. Harris, AICP Transportation Planner • 3 years with SEH • 18 years previous experience • Master of Science, Management (1990) • Bachelor of Science, Community and Regional Planning (1983) • Member, American Institute of Certified Planners (AICP) Recent Training/Pertinent Skills • Transportation System Planning • Land Use Planning • Environmental Impact Assessment Reporting • Public Involvement/SDIC • Project Management Ross will serve as a transportation planner for the Town and Country Development AUAR project and be responsible for providing support to Scott McBride and day-to-day activity monitoring. Ross's experience includes managing transportation planning studies, community transportation system plans, scoping analyses, corridor studies, and environmental impact documentation (EIS's, EA's, and EAW's). East Side Corridor Scoping and Environmental Assessment Sioux Falls, South Dakota Project Manager for project scoping, public involvement, and Environmental Assessment for proposed new 17 mile arterial corridor to accommodate 2025 growth on the eastern and southern developing areas of Sioux Falls. TH 36 Grade Separation Environmental Assessment North St. Paul, Minnesota Project Manager for completion of an EA, Section 4(f)/6(f) analysis, and study report for grade separations on TH 36 of Margaret Street and McKnight Road in North St. Paul. In addition to such project issues as contaminated properties and access management, the project involves extensive coordination with the Minnesota Department of Natural Resources for the relocation of the Gateway Trail. East-West Corridor Study Dakota County, Minnesota Environmental Task Manager for the development of a new system of east -west, two -and four -lane county and local arterial roadways in a developing part of Lakeville and Farmington. The project includes a high-level screening of a designated preferred system of corridors for environmentally -sensitive and other social, economic, and land use concerns. Coordination with the public and environmental resource agencies was an extensive part of the project I [1 I [1 1] Todd Udvig, PSS Natural Resources Specialist • 3 years with SEH • 15 years previous experience • Master of Science (1985) • Bachelor of Science (1980) • Professional Soil Scientist Recent TraininglPertinent Skills • Environmental Regulations • Soil and Vegetation Analysis • Ecology Senior Wetland Scientist with more than 18 years of consulting and regulatory experience. Has conducted numerous wetland assessments, natural resource inventories and site assessments throughout the United States. Has developed wetland creation and restoration plans that have been successfully implemented. Has conducted ecosystem and soil investigations involving hydrologic, soils, vegetation, and wildlife. Has completed numerous EA and EAW and sections of EIS documents for various projects in Minnesota and Wisconsin. Also has completed numerous wetland and waters permit applications for a wide range of projects in Minnesota and Wisconsin. Anoka County -Blaine Airport Environmental Assessment Anoka County, Minnesota Part of an Environmental Assessment that includes a special study on over 400 acres to identify the locations and populations of several endangered, threatened, or special concern species as fisted by the DNR. This study includes focused search surveys for seven target State listed species, vegetation community analysis, cover typing and identification of all plant species within each cover type. 0 Mdovw 8htio NOM JES01 TH 60 EIS - Worthington, Minnesota Mn/DOT - District 7 Andover Station North EAW Andover, Minnesota Completion of an EAW for a 100 -acre site development for residential housing units, commercial facilities, and parkland. Major issues included an adjacent sanitary landfill site, site contamination due to previous uses, wetland impacts, and surface water management. Expanding TH 60 from two lanes to four lanes has been proposed for many years. This EIS effort is considering bypass alignments around Bigelow, Worthington, and Union Pacific Railroad tracks. Complex rail issues and farmland severance concerns make this a very similar project to TH 14. Organized and co-authored Scoping Study during involvement with Project Management Team. Served on public outreach committees and forums. Providing project management, analysis, and text for EIS related actions. Arotl..w., irw.y t.a.�B+igm+ _ tiM1."�pe. • umuB.e [ . nu wu :::� m [ea�q Vly,maY: Wea�inglan All maBre W Allanadve A,B.E iI O•g SubdhnufiAl� 46 , M AlRmative dD AIOm v A,Br—D,E - (hg Reall entArta Mi A J Altenutive B/D Bigelo,v B�pu= ArcnAYA '' i�`Ocm.B ave• 11 1 I 11 Ronald B. Leaf, PE Water Resources Engineer • 1.5 years with SEH • 10 years experience in water resources • Master of Science, Agricultural Engineering (1994) • Bachelor of Agricultural Engineering (1992) • Professional Engineer in Minnesota Minnesota ASAE Vice -Chair Recent Training/Pertinent Skills • Municipal Storm Water Management (ASCE 2002) • MCES Urban Small Sites BMP Seminar • Designing and Evaluating Low -Impact Developments Workshop (ASCE 2001) Ron has been with SEH for 1-12 years and has a ' total of 10 years experience in the field of water \ resources engineering. Much of his recent work has focused on evaluating, designing and obtaining watershed district permits for a variety of storm water management practices including storm sewer systems and individual and regional storm water ponds. Ron previously worked for the MPCA establishing standards for storage ponds and evaluating water quality BMPs. Industrial Park Storm Water Plan Worthington, Minnesota Prepared hydrologic (HydroCAD) and water quality (P8) modeling and storm pond design for an 80 -acre industrial park in the City of Worthington. Project involved evaluating the existing storm sewer and pond system and providing improvements to meet local watershed district requirements for runoff rate control and water quality treatment. permitting issues and floodplain site constraints with the City Engineer and watershed district representatives. recommendations for Coordinated Storm Sewer Improvements (Evaluation and Design) New Prague, Minnesota Lead engineer responsible for completing existing and proposed storm sewer system analysis using XP-SWMM and preparing Mn/DOT state aid submittal packet for the proposed storm sewer improvements. The goals of the project were achieved by eliminating flooding at several intersections in the City and using the existing regional storm pond as the primary treatment and discharge point. English Street Storm Sewer Maplewood, Minnesota Completed preliminary and final storm water system design for approximately 1 -mile of street improvements and a 6 -lot residential development. Hydrologic and hydraulic modeling were completed to analyze proposed improvements and routing of storm water to an existing regional detention pond. The project also included identifying potential locations for low -impact development practices and preparing the MPCA NPDES construction site erosion control permit application. Brad Digre GIS Specialist • 3 years with SEH • 4 years previous experience • Master of City and Regional Planning (1995) • Bachelor of Arts, Local and Urban Affairs (1993) Recent Training/Pertinent Skills • ESRI ArcGIS 8.1 • Visual Basic 1 • Programming Logic Seven years of varied experience in GIS projects, data integration, and automated mapping. One year of municipal planning experience. Proficient in ArcGIS, Arclnfo, GRID, TIN, ArcView, Spatial Analyst, 3D Analyst, ArcScene, and Image Processing. ' TH 169 Improvement Project and EIS Onamia to Garrison, Minnesota - Mn/DOT Responsible for preparing GIS base mapping for TH 169 four -lane roadway expansion to solve safety and capacity problems. A project -scoping document is ' being prepared to analyze information about alternatives and associated impacts. Mn/DOTs TIS database was used to map accidents along TH 169. Alternative alignments have been developed and are being analyzed through GIS in terns of ' socio-economic and environmental impacts. More specifically a GIS database model was developed to identify future land uses based on the alternative alignments being considered. The GIS output is used to identify increases in impervious surface and resultant environmental impacts to area watersheds and lakesheds. Land Development Analysis City of Lino Lakes, Minnesota The City of Lino Lakes has recently completed their 2020 Comprehensive Land Use Plan. The city is unique in that it is intersected by the Met Council defined Metropolitan Urban Service Area (MUSA). In order to organize their efforts for future growth, the City needed a way to assess the amount of developable land within the city. SEH completed a GIS based inventory of these areas. Environmental features such as wetlands and hydric soil types were used to refine potential sites for development. Growth staging, as well as, the MUSA boundary were used to determine the amount of land that was available for development within these zones. These areas were then assessed in terms of the future land uses that were assigned through the 2020 Comprehensive Plan. Growth zone maps were created along with overlays to spatially identify the locations and size of developable sites. Pine Island Local Circulation Plan Pine Island and Mn/DOT Gathered and organized, CAD design files as well as GIS format base map information from previous studies and multiple public and private sources. Incorporated CAD design files into GIS formatted mapping. Developed draft GIS shapefile of Pine Island future land use and development staging. Created, working copy, planning maps of all base information for planners to develop conceptual roadway locations and classifications. Calculated future roadway development costs by land use growth staging areas. Aaron Ditzler, PE ' Municipal Engineer 11 I [Ji I • 3 years with SEH • 2.5 years of previous experience • Bachelor of Science, Civil Engineering (1997) • Professional Engineer in Minnesota Recent Training/Pertinent Skills • MicroStation • AutoCAD R13 Experience in municipal engineering projects ranging from feasibility reports to construction documents. Responsibilities include feasibility study development, preliminary and final design, plans and specifications preparation, cost estimating, assessment strategy, and construction observation. Capabilities include design of water distribution systems, storm water collection systems, sanitary sewer systems, and roadway grading. Microstation proficient with AutoCAD, Geopak, and Eaglepoint knowledge. Lotus/Excel and Microsoft Word literate. Currently working on a variety of municipal projects at SEH. Crystal Phase 5 East Panhandle Street Reconstruction Crystal, Minnesota Project entailed public utility installations, storm water collection systems, and complete street reconstruction. Project necessitated extensive communication and coordination with private utility design and construction personnel, due to widespread utility relocation. Several agencies including Mn/DOT and Bassett Creek Watershed District were involved in the project development. Construction was completed October 2002. 2000 Street & Utility Improvements Brownton, Minnesota Project entailed public utility installations, storm water collection systems, and complete street reconstruction. Several agencies including Twin City and Western Railroad and Buffalo Creek Watershed District were involved in the project development. Construction was completed October 2002. Douglas E. Klamerus, PE ' Water System Engineer • 2.5 years with SEH • 4 years of previous experience • Bachelor of Science, Civil Engineering (1996) • Professional Engineer (2001) Recent Training/Pertinent Skills • Water Distribution Design and Modeling - Master Modeler Certified • Project Management Doug will serve as a Project Engineer to provide r computer hydraulic analysis and impact to the water distribution system. He has 5 years of computer system analysis on over 30 systems in Minnesota and Wisconsin including multiple pressure zone systems. Doug is a certified water distribution modeler using WaterCad v 5.0 by Haestad Methods. He has a broad range of experience in water distribution system master planning. Experienced in multiple pressure zone systems including creation and updating of models. Have used models to aid communities in site selection and sizing studies for water towers and wells, sizing of trunk water main to increase available fire flow and improve operations, optimizing pressure reducing valve settings, planning boosted pressure zones and interconnections with adjacent communities. Springfield Pressure Zone Study Chanhassen, Minnesota SEH reviewed the existing pressure zone boundary between the Lake Riley Pressure Zone and the Low Pressure Zone. A review of system demands resulted in the need to modify and add additional pressure reducing stations along Lyman Blvd. SEH worked with City staff to prepare design drawings for construction to address the necessary improvements to reduce water quality complaints and pressure surges in the system. Water Rate Study Update Minnetonka, Minnesota Updated the existing rate structure to eliminate the 15,000-gpm charge and change the uniform rate structure to an increasing block/summer surcharge rate structure. The change was desired by City Council and the DNR to reduce sprinkling and unnecessary water usage throughout the City. ' Water Model Upgrade and Analysis SL Cloud, Minnesota SEH updated the City's past water distribution model to include all City -owned pipes ' four inches and larger. Used the updated model to plan for system expansion area outlined in the St. Cloud Joint Planning District Plan, which tripled the existing service area Projected demands for expansion area based on proposed land usage. Sized future trunk water main, laid out boosted pressure zone system boundary and calculated booster station capacity and required storage. Recommended future storage locations and sizing changes to existing trunk water main. W MX �i3 L� p.rrycrrr� eur..nw,a o.e uu �v 3 ,K , 4 411d MN •IAA fwoT[ C IIY �G W� Water Rate Study Update Minnetonka, Minnesota Updated the existing rate structure to eliminate the 15,000-gpm charge and change the uniform rate structure to an increasing block/summer surcharge rate structure. The change was desired by City Council and the DNR to reduce sprinkling and unnecessary water usage throughout the City. ' Water Model Upgrade and Analysis SL Cloud, Minnesota SEH updated the City's past water distribution model to include all City -owned pipes ' four inches and larger. Used the updated model to plan for system expansion area outlined in the St. Cloud Joint Planning District Plan, which tripled the existing service area Projected demands for expansion area based on proposed land usage. Sized future trunk water main, laid out boosted pressure zone system boundary and calculated booster station capacity and required storage. Recommended future storage locations and sizing changes to existing trunk water main. W MX �i3 L� 3 ,K , 4 411d MN •IAA fwoT[ C IIY �G W� w aecn Boor w¢* (nrcvl Water Rate Study Update Minnetonka, Minnesota Updated the existing rate structure to eliminate the 15,000-gpm charge and change the uniform rate structure to an increasing block/summer surcharge rate structure. The change was desired by City Council and the DNR to reduce sprinkling and unnecessary water usage throughout the City. ' Water Model Upgrade and Analysis SL Cloud, Minnesota SEH updated the City's past water distribution model to include all City -owned pipes ' four inches and larger. Used the updated model to plan for system expansion area outlined in the St. Cloud Joint Planning District Plan, which tripled the existing service area Projected demands for expansion area based on proposed land usage. Sized future trunk water main, laid out boosted pressure zone system boundary and calculated booster station capacity and required storage. Recommended future storage locations and sizing changes to existing trunk water main. 11 L 1 1 Brad R. Kovach Environmental Scientist • 2 years with SEH • 12 years previous experience • Bachelor of Science, Biology (1987) • Candidate, Master of Science, Ecology (1990-1993) • Member, Ecological Society of America • Member, Society of Wetland Scientists Recent Training/Pertinent Skills • Minnesota Wetland Conservation Act • FHWA Traffic Forecasting Academy • Public Involvement/SDIC • Project Management Brad will serve as task manager for natural resource based subjects. This includes field analysis, assessment, and interagency coordination related duties. Brad's experience includes wetland permitting, coordination of environmental studies (EAW's, AUAR's, EA's, EIS's and other related NEPA actions), planning studies, public involvement, and field studies. Environmental Assessment Worksheet for Proposed Housing Development - Montgomery Minnesota Conducted data for natural resources, completed wetland delineations, and assembled EAW document for a proposed 380 acre housing project in south central Minnesota. Included interagency coordination with state and local governing units, and permit submittal for wetland impacts. Included traffic modeling, natural resource impact determination, and endangered species coordination. Natural Resources Inventory City of Golden Valley, Minnesota Project manager for a natural resources inventory of entire City of Golden Valley. Included leading team efforts to identify, inventory and map city's natural resources, development of a GIS database and municipal database for management needs, and presentation of results to the public and city staff. Natural resources inventory followed the methods of the Minnesota Land Cover Classification System (MLCCS). ' TH 169 Improvement Project Environmental Impact Study West Side of Mille Lacs Lake, Minnesota Natural resources task manager for a large EIS in an environmentally sensitive setting. Included data collection and analysis of wetlands, fish and wildlife, endangered species. vegetation, 4(f) 6(f) LAWCON, and surface water resources. Also included organization and data assembly of a supplemental study on ' wetland functions and values, public involvement participation and presentation, and facilitation of interagency meetings. 1 Allyz Kramer Natural Resources Specialist 3.5 years with SEH 2 years previous experience Bachelor of Science, Biology (1996) Recent Training/Pertinent Skills • Environmental Reporting • Rare Plant/Vegetation Surveys • Wetland Delineation, Permitting, and Mitigation Design • Natural Resources Planning Staff Scientist with 5.5 years of environmental consulting experience. Currently serving SEH in wetland delineation, permitting, and mitigation design; plant community inventories and rare plant surveys; natural resources planning; and, environmental reporting. General project experience includes EAs, EISs, EAWs, EIWs, wetland delineation and permitting, urban natural resources surveys, and natural resources inventories in Minnesota, Wisconsin, Michigan, Colorado, Utah, Arkansas, and Alaska. Alumni of the University of Minnesota Duluth. Anoka County - Blaine Airport Environmental Assessment Anoka County, Minnesota Developed survey protocol to identify the locations and populations of several endangered, threatened, or special concern plant species as listed by the MNDNR to complete an ' Environmental Assessment at the Airport. The study included focused search surveys for seven state -listed plant species, and vegetation community analyses including cover typing and identification of all plant species within each community. Coordinated reporting of ' survey results to MNDNR. Prepared technical study report of findings and assisted in developing mitigation measures for impacts as per agency requirements. (2001 - present) TH 169 Environmental Impact Statement Minnesota Department of Transportation Project scientist for preparation of natural resources and farmland impacts for Draft and Final EIS. Assisted in inter -agency coordination of Natural Resources Subgroup meetings specific to avoidance, minimization, and mitigation of potential impacts to natural resources ' and farmland due to the project design. Aerial photo interpretation and field reconnaissance of wetlands for field -truth of National Wetlands Inventory within project alternative corridors. Completed functions and ' values assessment on representative wetlands using the Minnesota Routine Assessment Method (MnRAM) along project alternative corridors. Currently in the process of completing a supplemental wetland resources study report to coincide with water quality treatment 1 [l alternatives for storm water along the alternative corridors. (2000 - present) Towering Bluffs Housing Development Environmental Assessment Worksheet Greg J. Homes, Inc. Currently preparing entire EAW for 125 -acre residential housing development on newly annexed land within the City of Cannon Falls, Minnesota. Project tasks include coordinating engineering, environmental, and planning staff for development of environmental documentation for this multi -phased project; agency coordination for preliminary resources review; and, completion of site visit for review of quality habitat and overall plant community composition. Project will involve further coordination of review process with Responsible Government Unit and preparation of formal response to comments received on the EAW. (2002 - present) Beth Ann Luebke ' Environmental Scientist 4 years with SEH • 2 years previous experience • Bachelor of Science, Reclamation (1996) Recent Training/Pertinent Skills • Phase I Environmental Site Assessments Beth has six years of experience in the environmental consulting field. Her primary responsibility consists of conducting Phase I Environmental Site Assessments (ESAs) including regulatory agency database searches and collecting, interpreting, and reporting related data, preparation of hydrogeology, geology, and hydrology sections for Phase I and Phase II site investigations and environmental impact statements. She has also conducted Regulatory Compliance Audits, logged soil borings from hand augers, geoprobes, and drill rigs. Beth is a licensed Asbestos Inspector in Minnesota and Iowa. Highway 36 Corridor North St. Paul, Ramsey County, Minnesota Lead Scientist for the Phase I Environmental Site Assessment (ESA) conducted for the City of North St. Paul and Ramsey County (in conjunction with the Minnesota Department of Transportation). The corridor was approximately 1.5 -miles long and utilized as a major thoroughfare in the Twin Cities area The purpose of this Phase I ESA was to determine whether hazardous environmental conditions existed along the corridor through site reconnaissance, environmental database review, historical research, and interviews. Properties along the corridor consisted of commercial businesses, retail businesses, gas stations, etc. A Phase I ESA report was submitted to the city, county and state for review. Dakota Railroad Corridor Carver, Hennepin, and McLeod Counties, Minnesota Lead Scientist for Phase I Environmental Site Assessments (ESA) conducted along 43 miles of a railroad from Wayzata, Minnesota to Hutchinson, Minnesota for the Hennepin County Environmental Services Department. Project included site reconnaissance, environmental data base review, historical research, and interviews with those familiar with the sites along the corridor in order to determine whether hazardous environmental conditions may have existed along the corridor that could interfere with any construction or subsurface work. A multi -volume Phase I ESA report was prepared and Phase H site investigations (including soil and groundwater sampling) were recommended based on the information gathered. Anoka County Airport (Janes Field) Blaine, Minnesota Lead Scientist for the Phase I Environmental Site Assessment conducted for the Metropolitan Airports Commission (MAC) at the Anoka County -Blaine Airport (Janes Field). The property was approximately 1,900 acres and contained buildings used for commercial business, fueling airplanes, and storage. A Phase I ESA report including an environmental database review, historical research, and interviews was submitted. Laurie A. McRostie, ASLA ' Landscape Architect 1 1 L,I L 1 1 • 3 years with SEH • 17 years previous experience • Bachelor of Landscape Architecture, University of Minnesota (1983) • Professional Landscape Architect in Minnesota • Member of ASLA Recent Training/Pertinent Skills • Landscape Design • Master Plans • Site Design and Development • Public Involvement • Project Management Laurie is a senior landscape architect specializing in a master plan and site design process that is community based and reflects an understanding of social, cultural, economic, and natural forces. She is experienced with the public process and in developing design standards and solutions that are aesthetically pleasing and appropriate and incorporate the needs and concerns of our clients and their constituents. Laurie is professionally focused on developing studies, reports, and plans that are feasible and will be implemented. She also prepares construction plans and specifications that reflect the intent of the preferred preliminary designs. She specializes in restoration of landscapes impacted by construction and other man-made or natural influences. Whispering Oaks Development Oakdale, Minnesota Prepared a redevelopment plan for a 17 -acre site. The site planning effort included a site analysis and documentation of the existing conditions. Buildable areas were determined and site layouts were prepared for four different land use options. The Washington County Housing and Redevelopment Authority wanted to incorporate a mix of uses and Plans were prepared that included a mix of manufactured homes, townhouses, apartments, open space, ponding and a site for a new office building. Development costs for each option were determined and included costs for grading, sanitary sewer, water and roads. A financial analysis was also completed that helped determine the selection of a final site plan that the HRA will pursue for development. Everton Avenue Neighborhood Metropolitan Airports Commission Eden Prairie, Minnesota Preparation of a 200+ acre land use development plan in Eden Prairie. Project included office, office showroom, single family residential, multi -family residential, and parks, Land use plans for five scenarios were developed along with grading, storm sewer, and utilities. Development cost estimates were prepared that helped the client determine the highest and best use for the 200 acres. Hugo, Minnesota Project manager responsible for developing public input process, coordinating a natural resource study that supported the land use plan. Developed the greenway, park, and open space plan, coordinated and prepared the final report documents. Assisted in the development ' of the land use plan. 1,600 -acre neighborhood study that combined natural resources, engineering, planning, transportation, landscape architecture, and public input in a planning document that has been embraced the community. 1 Bonnie A. Morey ' Training and Facilitation Specialist [l 11 1 1 1 1 [1' 1 1 • 3 years with SEH • 17 years of previous experience • Bachelor of Science, Industrial Education, St. Cloud State University (1983) • Currently pursuing a M.A. in Counseling Psychology - University of St. Thomas Recent Training/Pertinent Skills • Public Involvement • Training and Development Bonnie has worked in the human development e171 -Z field for 20 years. She has an extensive background in group facilitation and employee training and development. Bonnie utilizes the principles of group dynamics in facilitating groups through goal identification, process definition, problem solving and decision-making. She customizes and facilitates meetings and team sessions for a variety of team structures such as public involvement groups, community and city task force groups, departmental teams, corporate focus groups, and project teams. Bonnie facilitates meetings throughout the United States, for both the public and private sector. Experience • Customization and delivery of Project Partnering facilitation services for projects across the United States. These projects range in size from $500,000 to over $200 million, both in the private and public sector. Project teams work on mutual goals, proactive problem solving and defining key work processes. • Facilitation of customized team sessions designed to enhance team effectiveness. Extensive customization in the development stages to ensure team needs and opportunities for improvement are addressed. These customized services are delivered for clients throughout the United States for a variety of work team structures such as departmental teams, process teams, project teams and improvement teams. • Training in the area of interpersonal skills and personality styles. Individual behavioral tendencies are assessed and individual plans developed to increase interactive effectiveness. . Development and delivery of supervisory and leadership training modules. Potential content areas include coaching, mentoring, giving and receiving feedback, giving clear instructions, and ensuring employee input. • Delivery of train -the -trainer and adult learning principles. Customizations of content to include the actual content participants are expected deliver. • Customization and delivery of various human resource training topics such as harassment awareness, effective interview skills, and guiding employee performance. • Management duties of internal corporate training and development function. Responsible for assessing needs, developing customized programs, recommending external training sources, and overall management of corporate training catalogs. I I I 1 1 1 I I r I I 1 I Steve Nelson, PE Water System Engineer • 2 years with SEH • 12 years of previous experience • Master of Science, Environmental Engineering (1994) • Bachelor of Science, Civil Engineering (1989) • Professional Engineer in Minnesota Recent Training/Pertinent Skills • Water Supply, Distribution and Storage • Water Treatment • Project Management Design and process experience includes working on over 60 treatment plants; multiple well and well house designs; eleven filter maintenance evaluations; speaking at multiple water plant operator schools; and pilot plant work. Experience with treatment process technologies such as reverse osmosis, ozone, activated alumina, biological filtration, lime softening, and radium reduction using HMO. Has worked with both industrial and municipal clients and has been involved in studies for the AW WA Office of Government Affairs and the AW WA Research Foundation. Water Treatment Plant No. 3 and Water Supply Wells Savage, Minnesota A report was prepared that reviewed options for an iron and manganese removal treatment plant and three bedrock wells by drawing water from the Mount Simon Hinckley aquifer. The study included computer modeling and analysis to estimate the optimum spacing between the wells considering life cycle costs for construction and operation. Based on that study, a design was created for the treatment plant and wells. The plant was designed architecturally to fit into a residential neighborhood and to supply water to an existing ground storage reservoir just north of the residential area During the study and design phase, the City was assisted in discussions with the Minnesota DNR about using the Franconia -Ironton -Galesville aquifer and the Jordan aquifer as a source for the treatment plant. (The study was done in 1996; the design in 1997-1998; and construction 1999-2000.) Project Features • 3,000 gpm plant design capacity • 4,500+ gpm hydraulic capacity for future expansion • Iron removal, and manganese removal for future raw water source • Variable efficiency aeration using PVC slat type aerator • Two chamber detention tank with baffles • Six concrete filters with pipe gallery • Five chemical systems • Three cell backwash water tank and recovery system • Instrumentation, control, and SCADA interface • Stand-by electrical generator • Provisions to allow future radium removal treatment North Water Treatment Plant Expansion Eagan, Minnesota Plant was expanded from 12 MGD to 22 MGD. Included new automated feed system for potassium per manganite, chlorine, fluoride, and polymer. The expansion also included new filters; expansion of the clearwell from 0.7 to 2 MG; use of automatic shut off valves for the 1 - ton chlorine cylinders; new HVAC system that uses the temperature differential between WTP influent water and heat pump water (Greatly reducing energy costs and need for dehumidification during summer months); addition of overflows for existing backwash tanks and filters and new effluent control weir and clear well. Richard C. Potz fSanitary System Designer I I I lJ I L I 1 • 33.5 years with SEH • 5 years of previous experience • Chemistry Major, Mankato State University • Dunwoody Technical Institute Recent Training/Pertinent Skills • Project Management • Construction Specification Certification Dick will serve as the specialist for the wastewater collection systems required for this project. He has over 38 years experience working with sanitary sewer master plans, interceptors, and trunk sewer collection systems with pipe systems up to 72 inches in diameter. He is a specialist in pumping systems (approximately 300) involving multiple units and variable speed controls with individual pumps up to 500 horsepower. CSAR 25/Jefferson Street McLeod County/City of Hutchinson, Minnesota Feasibility report, assessment roll for a sanitary sewer, watermain, storm sewer, and street improvement for extension of municipal services through annexation of an area with failing septic systems. SEH provided public informational meetings, assessment meetings, property title research, right of entries and assisted the Owners with preparing the property Owners to receive municipal services. SEH also prepared construction documents and construction staking for the $800,000 project. wacvs• Utility Relocation Long Lake, Minnesota Project manager for construction plans and project manual and construction administration, staking and inspection. The project consisted of relocation of sanitary and storm sewer pipelines, watermain, permits, street reconstruction and wetland mitigation. The project primarily funded by Mn/DOT because of TH 12 relocation, consisted of 15,000 LF of 8 -24 -inch sanitary sewer, 13,000 LF of 6 -12 -inch watermain, 2,800 IF of 12 -30 -inch storm sewer and 1,500 LF of urban street restoration at a construction cost of $6.2 million. Lift Station Hopkins, Minnesota Project manager for Lift Station #7 design report. The project consisted of alternate 2 or 3 pump new 2,000 glint lift stations, rehabilitation of 1970 existing lift station, control building expansion utilizing existing SCADA system and existing engine/generator. The project included hydraulic and structural analysis of the existing system and life cycle cost analysis of 5 different options. Project construction cost of $650,000. Jason Sprague, PE Municipal Engineer • 3 years with SEH • 8 years of previous experience • MBA (in progress), University of St. Thomas • Bachelor of Civil Engineering (1992) • Bachelor of Physics (1991) • Professional Engineer in Minnesota Recent TraininglPertinent Sidlla • National Society of Professional Engineers • City Engineers Association of Minnesota • American Public Works Association • Minnesota Surveyors & Engineers Society Experienced in street, highway, and utility design and construction at the municipal, county, state and federal level. Positions held include surveyor, resident project representative, designer, project engineer, and project manager. As a project manager at SEH, he interacts with several different departments within SEH, to design, coordinate, and manage complex municipal engineering projects varying in size from a few thousand dollars to nearly $4 million. 77th Street Reconstruction Edina, Minnesota SEH worked in close coordination with Mn/DOT and the City of Edina to rebuild and expand the capacity of this vital secondary corridor in the southwest metro area. Existing concrete pavement was rehabilitated and expanded to improve channelization and capacity of four sequential intersections, in addition to construction of storm sewer, integral concrete curb and gutter, and revision of existing traffic signals. Annual Street Rehabilitation Project Minnetonka, Minnesota ' SEH has prepared construction plans for the Annual Street Rehabilitation Project in the City of Minnetonka for five of the last six years. The comprehensive Pavement Management Program identifies up to ten locations per year for as candidates for reconstruction. Projects typically include construction and rehabilitation of street pavements, concrete curb and gutter, storm sewer, storm water ponds, sanitary sewer, and water main. I 1 t TH 35 Pavement Replacement Minnesota Department of Transportation Worked as a lead engineer in the design and reconstruction of a six -lane segment of TH 35 in the City of Burnsville. Construction was coordinated with the design and construction of the County Road 46 interchange. Construction included the design of concrete pavement, concrete curb and gutter, concrete median barrier, modular block retaining wall, storm sewer, storm water ponds, and utility relocation. F 11 I Allen H. Sunderman, PG Hydrogeologist • 11 years with SEH • 6 years previous experience • Bachelor of Science, Geology (1981) • Professional Geologist in Minnesota Recent Training/Pertinent Skills Leadership Project Management Al has 17 years of experience in the environmental consulting field. His primary responsibility is providing SEH environmental I JW services primarily related to soil and groundwater contamination. Phase I and II environmental site assessments, groundwater modeling, hydrogeology, soil and groundwater remediation, and brownfields. Al was the project manager for Chanhassen's Wellhead Protection Plan and is familiar with the hydrogeology of Chanhassen and the Twin City Metro area. Landfall Soil and Groundwater Investigation Landfall, Minnesota Project manager for investigation and remediation of 56 acre site. Project included quantifying and qualifying the extent and degree of soil and groundwater contamination. The contamination was discovered during a large utility project for the City. Service included negotiations with MPCA and utility contractor to evaluate most cost effective remedial solutions while not impacting the utility construction schedule. Project involved, Geoprobes, borings, monitoring wells, thermal treatment of soil and passive bioremediation. 'tom � "•� 't _ 7 - -`F- s?_! South St. Paul Municipal Garage South St. Paul, Minnesota Project manager for a Phase II Environmental Assessment of _ contaminated soil and groundwater at the City of South SL Paul municipal garage. Project included Geoprobe sampling, soil and groundwater analysis, monitoring well installation and abandonment. SEH worked with City staff and MPCA staff to investigate, remediate and obtain MPCA site closure. Paul Bunyan Drive Phase I and H Environmental Site Assessments Bemidji, Minnesota Project manager for Phase 1 and B Environmental Site Assessments conducted on all properties adjacent to TH 197 in Bemidji, Minnesota. Project includes 67 ' soil borings, sample collection and analysis, a Work Plan, Phase I and B reports were prepared and submitted to City staff and Mn/DOT staff for review. SEH worked with City staff, Mn/DOT staff, and design engineers on this project. n � Fire Station 1 design services SEHArchitecture... Designing fire stations 14 today for the challenges ' The SEH Architectural Services Team designs fire stations that meet the present demands of fire departments. In addition, they work with fire chiefs and fire department staff to determine the future roles and responsibilities of the fire service in society, incorporating design features into the new facilities which will allow fire departments to meet increased demands for services. tSEH offers a staff whose extensive experience in fire station and emergency services facility design assures a final product that reflects the professionalism that the fire service ' expects. Included in this team is a fire service professional, Ed Mishefske (please see back of flyer for additional information about Mr. Mishefske), with expertise in all aspects of fire service, from advanced life support EMS service, to level A statewide ' hazardous materials response. Having Mr. Mishefske on our team, as well as working directly with fire chiefs, ensures that the unique fire service language and operational ' goals of new fire stations are adequately reflected in the architectural design. of tomorrow. =SEN Short Elliott Hendrickson Inc. www.sehinc.com SFAR002 in addition... i ry Ed Mishefske has recently completed a 36 -year career in the fire service, the last 23 years of which were as Fire r 111� Chief in the City of Chippewa Falls. Ed has served on the Wisconsin State Emergency Response Board, and was past president of the Wisconsin Fire Chief's Education Association. He currently serves on the Wisconsin Trauma Advisory Committee, and was recently named by Wisconsin's Governor, Scott McCallum, to be a member of the Governors Terrorism Task Force. Ed also provided a leadership role in the creation of the Wisconsin Hazardous Materials Regional Response Team system and was a co-director of a level A response team that covered thirteen counties in northern Wisconsin. He received his degree in Fire Science from Miramar Fire Science College in San Diego, California. Ed's position in SEH is to foster relationships with fire departments throughout the mid- west and to provide fire chiefs with information about fire service trends that affect the design and construction of fire and emergency response facilities. His background and experience will also serve as a tool to assist in broadening the understanding between fire service operations and architectural design. I 1 RAMSEY FIRE STATION RAMSEY, MINNESOTA 1 11 1 1 1 1 1 11 1 1 I 1 1 1 1 ® Ramsey Fire Station Contact: Mr. Dean Kapler Fire Chief 15153 Nowthen Blvd. Ramsey, MN 55303 763.427.1410 Description: With the rapid population growth of this Twin Cities suburb, there was an ever-increasing risk for emergency response disaster. The existing fire response facility was inadequate because of the lack of training space capabilities and no where to house the new fire tnuk recently purchased by the fire squad. To protect new and existing equipment and provide quicker response times, a new fire station was built for the Ramsey community. The building's mechanical system consists of a geothermal loop field system to cut down on heating and cooling costs while also being more environmentally sensitive. SEH was responsible for site selection, programming, schematic design, final design and construction management of this new fire hall located on Armstrong Boulevard in Ramsey, Minnesota. . Project status: Completed 2001 . Project size: 10,865 square -feet . Construction cost: $1.5 mullion SENA F AFM 153 ALBERTVILLE FIRE STATION ALBERTVILLE, MINNESOTA I . I\■ _low 1:B ME ,.• ISO O q !n nw I 11 6� Description: Due to the growing number of fire trucks and the di.ninching space to store them, the City of Albertville determined the need to build a new Fire Station. SEH was provided professional services to bid a Design/Build construction contract, and oversee the construction of the project. Modifications to schematic documents were conducted as well as bidding and construction observation services. The schematic design included 130' x 60' five bay aperatus space, offices, dispatch, meeting room, kitchen, and 36' x 60' mezzanine. Construction Cost: $711,000 Project Size: 7,800 sq. ft. plus 2,160 sq. ft. mezz Project Status: . Occupancy 2000 Project Reference & Contact: Ms. Linda Goeb City Administrator PO Box 9 Albertville, Minnesota 55301 763.794.3384 AV Air AM 162 INDEPENDENT SCHOOL DISTRICT 4$2 ♦ CHARLES A. LINDBERGH ELEMENTARY SCHOOL ♦ LITTLE FALLS, MINNESOTA PROJECT DATA ...SCHOOL DISTRICT: INDEPENDENT SCHOOL DISTRICT 482, LITTLE FALLS, MINNESOTA • ARCHITECT: SHORT ELLIOTf HENDRICKSON INC.- CONSTRUCTION MANAGER: CONLON CONSTRUCTION COMPANY • PLAN APPRovAL: MAY 1992' CONSTRUCTION COST (INCLUDING NEW CONSTRUCTION AND REMODELING: $4,695,000' AREA: TWO-STORY BUILDING - 28,650 SQUARE FOOTAGE EACH FLOOR • TWO-STORY ADDITION - 29,000 SQUARE FOOTAGE LOWER LEVEL • 19,000 SOUARE 1 FOOTAGE UPPER LEVEL • CAPACITY: 700-STUDENT HIGH SCHOOL ARN 016 I [1 I I I 11 1 ACGC JUNIOR/SENIOR HIGH SCHOOL ATWATER, COSMOS, GROVE CITY, MINNESOTA Amw SEfI�� AR 9 021 1 I 1 I 1 [1 1 I 1 I 1 11 I 1 1 1 CONCRETE AND STEEL EDEN PRAIRIE, MINNESOTA WATER TANK The City of Eden Prairie required a new elevated water tank that would fulfill the needs of the rapidly growing community as well as complement the architectural theme of the area. Eden Prairie has specific architectural design standards for its downtown and commercial areas, which led to the design of their water tank. A unique design for the composite concrete and steel structure that allows for for incorporation of specialized architectural features was developed. This is the only composite elevated water tank in the upper Midwest, and the only one in the country with such distinctive architectural features. Located in Eden Prairies market center, the new structure is highly visible from the I494 strip in the Southwestern Twin Cities metropolitan area. The landmark tower is a major step forward in converting a vision to the reality of Eden Prairie's market center. Features Unique composite design of concrete and steel $2.3 million construction cost 2 million gallon capacity Construction 1993-1995 SEH 4WMA V W115 UQ 2, 1 MG COMPOSITE ELEVATED TANKS MELROSE, MINNESOTA SEH worked with the City of Melrose to plan and build two new 1 MG Composite Style elevated water tanks. These tanks were designed with continuously poured concrete bases and welded steel bowls. The purpose of this design was to provide the City with equipment storage comparable to the standard fluted -column design while reducing long-term maintenance normally associated with all - steel structures. SEH project services included preparation of construction documents, contract administration, and on-site inspection during both the construction and painting phases of the project. Further assistance was provided in obtaining funding through the states Drinking Water Revolving Fund (DW -W. Since the City chose to make these facilities a community focal point, SEH worked with City staff to develop an attractive logo that will represent the City of Melrose for many years to come. A SENT;WX NMntt5 028 WATER TOWER AND PUMPHOUSE OAKDALE, MINNESOTA Owner. . City of Oakdale, Minnesota Features: . 1.5 million gallon tank . Fluted column type . Interval staircase access . 18 -foot x 24 -foot masonry pumphouse . 1200 gpm pump and motor . Chlorine and fluoride injection Cost: . $1,380,000 -Tank . $175,000 - Pumphouse SEH Services: . Contract document preparation . Bidding and award services . Observation of construction WN1115 � a� I I C! 1 11 1 7509000 GALLON GROUND STORAGE RESERVOIR BAYPORT, MINNESOTA Owner v City of Bayport, Minnesota Features . 750,000 gallon capacity welded steel ground storage tank . Two roof manways, frost -free vent/finial, cross -ventilating shell manways . Caged exterior access ladder with railed crosswalk to roof handrail system . Protective mating system including an epoxy interior and epoxy/polyurethane exterior . Chain-link fenced in site . SCADA control system Cost . $310,565 SEH Services . Tank engineering, and bidding services . Construction management . Field inspection during erection and protective coating application 'Maw'sef N 115 016 SHORT ELLIOTT HENDRICKSON INC. M ULTIDISCIPLINED. SINGLE SOURCE. PROPOSAL TO PROVIDE PROFESSIONAL SERVICES City of Chanhassen 650 Acre - AUAR Town and Country Development Project February 28, 2003 RLK-Kuusisto, Ltd./ Pinnacle Engineering Creating Extraordinary Communities R� KUUSISTO LTD QST. 1959 , ' Engineering • Planning • Surveying • Landscape Architecture KUUSISTO LTD ' February 28, 2003 FST. 1959 Ms. Kathryn . Aanenson, AICP, Community Development Director ' City of Chanhassen 7700 Market Boulevard, PO Box 147 Chanhassen, MN 55317 ' Re: Request for Proposal - Town and Country Development Project Alternative Urban Area -Wide Review (AUAR) Dear Ms. Aanenson; RLK-Kuusisto, Ltd. (RLK) in a joint effort with Pinnacle Engineering Inc. (Pinnacle) is pleased to submit this ' proposal which outlines our experience, qualifications and credentials for the preparation of the two phased environmental review assessment as outlined in the Request for Proposal dated February 3, 2003. We as a team are ready to act as the City's advocate to define critical environmental and infrastructure issues and to bring resolution to ' these key issues in order to maximize the opportunities for current and future stakeholders. The RLK/Pinnacle team has the EAW/AUAR experience to successfully address and complete the 650 acre AUAR and the Town & Country EAW for the subject 80 acres. This is a dual track we are prepared to address as your consultant. ' Our team highlights are: • Commitment to the public participation/consensus building process. ' • Expertise in successful EAW/AUAR completion (two AUAR's currently in draft review, six AUAR's complete and approved). Market driven result oriented philosophy. • Our knowledge of Bluff Creek, City requirements and Comprehensive Plan. ' Our preparedness to be the City's advocate. • Knowledgeable on Carver County Comprehensive Plan and Mn/DOT 212 Corridor. ' The RLK/Pinnacle team is experienced, organized and knowledgeable of the City's Comprehensive Plan and transportation issues. The primary contact is as follows: Michele Jackson Caron, P.E., Senior Professional Engineer ' RLK-Kuusisto, Ltd. 6110 Blue Circle Drive, Suite 100 Minnetonka, MN 55343 ' 952-933-0972 Fax: 952-933-1153 mcaron(a)rlk-kuusisto. corn Our motto is "Creating Extraordinary Communities." The City of Chanhassen has an unique opportunity to engage a market driven, experienced team, to create the vision and build the public/private partnership. With our teams proven track record with our clients, and with Ms. Caron leading, we are ready to create the enthusiasm and results you demand. We look forward to the opportunity. Sincerely, RLK-Kuusisto, Ltd. �&� AtnA/ Michele Jackson Caron, P.E. Senior Professional Engineer John Dietrich, ASLA Principal in Charge Offices: Hibbing • Minnetonka • Ham Lake • Twin Ports (952) 933-0972 • 6ll0 Blue Circle Drive • Suite 100 • Minnetonka, MN 55343 • FAX (952) 933-1153 ' Equal Opportunity Employer 'List the key environmental assessment projects and their locations that y our firm conducted or participated in during the last 3 years. Development Collaborating Project Name Location Date Type Size Timeframe 3 Key Staff -Rolls Description Firms/Rolls Elkxmonavaall overs' RAFFIA,- Lard a Rnnacle. RLK, Plonlar The 1080 acre mined use planned Engineering, STS CoresliWnb B181ne Mar2001- ..unity on former AUAR 1080 acres 20 months project Kjdhaug Enviranrmnlal Lakes Resent ag nculeal land out for draft panning,fimonNs AUAR SenMes. MFRA, Ban Vero Swing -Traffic engineer 18 Engineering Mkhele Jackson Caron- "ad manger. 11 Merlin deve ognent principal ehgmeere, ckenVCity contact Albertville 111 acre cornmercia9indusNal proceec. cod City John Oybi<h - Land planner Business ikb M Mai, -Apnl business park, Welland permit AUM 111 consulUnt to include RU( lied' Pinnacle, Lied 2003 Vaffic anal,ids,remne. acres siler"Mesig design, (Please q. SEH. GME Park comprehensive plan update anal penrilNg, out for draft comment envtronmental s apkg. Eric Hanson-WatlardpvXualschsnn, regional drainage. etc. John D6 h -CdarN enact responding Medica RLK AUAWsHe engmeerirg. to pemanent5 ser Mkhey Jackson Caron -Managed over 30 ane ydeVMpprnlnlfp BltWtrzficandi RSP Corporate Rogaine A zkkpdkmtky-m1_ 500.000 sWarefpalwpw�v Aum 30 aeras tOmontns AmMsects she design and effort ad preparation d AUAR counMt, 'neer Campus P adnedure. CRESA PabKk Baugy- Site pan. Wildrg cyaciry partners. enamored wallets Joe Samuel- project Management hydrologic 's AfM- Traffic Analysis NW snorenew July 2002- 120 ave sly proposed Its intentional AUAR 120 acres June -December 2002 RLKILeiscnAssodatesRiyen Quadrant Janoary2oo3 comments. light kekrstrial Companies us, McJklk,A Eric Hesse - AirMdse Erlp Hanson- Project mamagemem hytlrdogK analysis Sodl Theles- Natural rescace inventory, Rnnacle partnered wiM Allienate Engineering to data com ritmion and report preparation 8!B acne site proWSM (V conduct Nis W%ed. Alienate Mississippi Lake City Felemary2000- m' etl use inlcuding residantia', . the Gni en,meer and for cry Jewel Jwy29ot canmerdal, Igor inaasyal ad AUAR W acres 1]months pion ary coned the a got course Ponape conductedm detdled led resex dada Muaccome2resWree Vlration. hydr"ic ansysis of M entl nyJrprogic aulysis p Ne dela tdl¢CUMantl repot preparation project area. 3 mads Joe Samuel- RLK project Manager, Valley Green (includra document coordne ation. data collctiem, report preparr, and proptial responding y constraints Corporate 270 -ache acre mind use disNEullon, comments. le Del JacNn - Cars Collection ection and analysis Center Shakopee Apnl - June 2002devdopment residential and AUAR 270 acres response. changed 6dtm e RLK/Md commadal development pans. and syve Schwenk. Rix dead project Supplemental final document preparation and oversight W r di,W t Jsnele Amendpla - Picket Manager, 18 mMNs ceGdrunce, dale correction, report (included draft document propuation, respondrg to ...I s Red Wing 270 acre mxeduse preparation and pinnace did only. AUAR Smart Red W,June Decengor 1997 - developnerut intruding a dismit ion, comments � wM gar Ciry, Ne PM Dave DeKrey-Daly Cdledpn ad analysts 1999 medical campus, residential AUAR 270 acres mo onscs, changed Angp and Fairview Park area and industrial areas development pians, an Medical prepma0on antl Jim Hglarb-OveraX project pversgM disNbdion). John Distrkh- Chent and reqularl y SAIVengineet deeign. conypl. responding to ccmmenNrensa traffic for client UHGRLK Eden Pmink October 2000- 71 acre rated uselce,drate AUAR 7l acres ESL 15 Meade,Mylyy BRW traffic and ernvimnmental Jackson Caron- Managed overall Site Febmary2002 campus design report. Petersen eRart all engineering design components of yurdand/pennil weda prendical ensurceir JenneVillail -BRW lead John mill -Pmarrager Vero swing - Traresporralian Engineer, ES acre mired use commeadal, 5 months for EAW, sue National reIDne. wetland irtpact engineevirgrsne Coe &MNDOTWMed Market Blaine January- Mar magas 25 aces mu -site, City, qty 85 nems enalyMslpresent to Ciry, RLK yes yam engbleerhg. 2002 Wayrshed, Coons of prepare, W dish approve traffic analysislsue design Center Engineers and County contingent on Cops d Erk Hensen- Wetland, analysis dpact. approval Engineers appovY pemllulrlg. COW approval implantauon John Districh - Project managerfor enure appro.11plan dMokopment Gary Brown- Trafc and final sue ogileer. Rochester January 1999 - 55 acre retail commercial lproject leatl fon Ryan Rochester Aph12000 power center. Full EAW, TIR, 55 acres 8 menys Companies. Ryanand Cityof Marketplace (permiltirg) enNrengineer, traffic, ane, Welland, 5P Rochester Instrumental in engines design. prajed Richard Freesk LRypupic war%drepar Wilt paMership. Describe your experience being the lead consultant for a team of consultants collaborating on an environmental assessment project. Describe your approach to successful multi -firm collaboration. An AUAR document requires the expertise of numerous professionals to perform their assigned task. The challenge is to be inclusive and thorough, meet the client's goals and objectives and satisfy all of the agency requirements while keeping the project organized, on schedule and within budget. RLK/Pinnacle individually and collectively have managed and produced some of the most challenging AUAR's/EAW's over the past few years. The team leader (Ms. Caron) will be responsible to delegate responsibilities to the team of experts. RLK/Pinnacle know how to effectively work together. With over 30 successful projects completed together, we are again ready to apply our leadership, project management and communications skills to this AUAR and EAW. Active and timely communication is the key to keeping the team focused and on track to deliver the environmental document on time and on budget. RLK/Pinnacle have a proven record of delivery on challenging AUAR's and meeting the client's schedule and expectations. Ms. Caron is the point person for the City. Ms. Caron, Mr. Swing and Mr. Hansen will jointly control the internal team. Establishing the schedule and expectations with the client are critical. The Lakes AUAR currently being finalized for the City of Blaine and the Albertville Business Park for the City of Albertville are prime examples of successful teaming by multiple consultants. Ms. Caron is the quarterback for the Albertville Business Park, while Pinnacle (Mr. Hansen) has filled the role of team leader and quarterbacked the group for The Lakes. By utilizing our knowledge of the AUAR process, we have been able to provide specific direction to each team member. This allows concise responses to each AUAR question and prevents wasteful overlap of services. It proved very effective to hold routine project meetings with key project staff and utilize email to communicate between the meetings. Equally effective was pre -determining which team members would be required at each meeting. Team members provided responses for individual questions to the team which were then incorporated into a master document and edited for consistency. By limiting routine attendance to firms impacted by the latest developments, the project was completed within a reasonable budget. This overall approach also allowed evolving project plans to be quickly and universally incorporated into all related portions of the AUAR. Designating a single point of contact for the client during the initial stages of AUAR development is critical. The Primary point of contact maintains an understanding of all aspects of the AUAR and ensures that the individual efforts continue to be focused on an ultimate goal and are fully coordinated throughout the process. The primary point of contact is responsible for regular communications and project updates to the client and follow up to the team to ensure efficient work tasking. We will prepare a bi-weekly project status update. The project status update has been beneficial in keeping all staff and the client working on the AUAR current on the details, findings and complications identified during the process. The update process communicated through email has been well-received by clients and will be proposed as a management tool for this project. Additionally, Mr. Swing and Mr. Hansen will be responsible for coordinating the technical analysis required to address the environmental issue identified in the AUAR questions. Page 3 What have been the most unique or unexpected issues that you have encountered during any of the above listed tprojects and what was your approach to dealing with or resolving them? The quality of a team is defined by how they react and address the unforeseen issues, and all projects have one or two. ' We have chosen the following two examples of how to incorporate the unexpected and still move forward. The Lakes AUAR - Comprehensive Plan Waiting for Comprehensive Plan changes to be adopted: First the city council delayed adopting the Comprehensive Plan in order to accommodate additional comment and review. Following adoption, the plan was submitted to Metropolitan Council for approval. Their decision was delayed for months due to the new administration. With time ' running out for publication of the AUAR under EQB rules and the developer's purchase options about to expire, we invoked a clause in the EQB rules to address sites being evaluated during a revision of the Comprehensive Plan. For this process, we added a third scenario to the document and proceeded with publication and distribution prior to final adoption of the new Comprehensive Plan. This effort to add the new scenario was completed within days and allowed ' the project to proceed. The Draft AUAR was published for comment prior to and independent of Met Council action. This third alternative necessitated the transportation projections to also respond to the change in land use and generation and to identify quickly level of service (LOS), queue length, right-of-way, etc. The RLK transportation ' engineers under Vern Swing have developed new a methodology to address impacts to the land use alternatives which has reduced the work effort by 60%. The City of Chanhassen will benefit from this experience in both schedule and budget requirements. ' Albertville Business Park - Convincing the RGU of the Environmental Regulations The 111 acre Albertville Business Park clearly exceeded the EAW threshold based on RLK's review of Chapter 4410 ' of the MN Rules, thus requiring an EIS or an alternative assessment. RLK met with the City's Engineer consultant and discussed the interpretation of the rules, presented samples of EAW's/AUAR's and the schedule and questions necessary to proceed with an AUAR, with RLK's recommendation that an AUAR would be appropriate. The City's Engineer consultant did not change his position that an EAW would satisfy the regulatory requirement, because this is how they have done it in the past. RLK continued to provide written documentation to the City Engineer that the EAW should be expanded to an AUAR Real estate deadlines for the client on the property necessitated the project's environmental assessment begin; RLK undertook the environmental review with the knowledge the City requested EAW would have to be modified to an AUAR to meet State guidelines. Six months into the process, the City's engineer consultant finally became convinced that RLK was correct regarding the threshold issues/interpretation, and then considered requiring an Environmental Impact Statement (EIS) At that point, RLK walked the City Engineer consultant through the AUAR process and requirements for an RGU to be able to utilize the AUAR review. This resulted in the City making a minor revision to its Comprehensive Plan, thereby becoming qualified to utilize the AUAR process. Concurrently, RLK adjusted the publication and approval schedule to meet the requirements of both the City and client. RLK anticipated that the City engineer would eventually have to change his position and require an AUAR or an EIS. ' During development of the project scenario and production of the document, RLK anticipated the change from an EAW scope and format to that of an AUAR, and was able to adjust the document, schedule and process within the client's schedule needs. ' RLK balanced the State regulations, City engineer position and the need to proceed with what would eventually be a "win win" for the City of Abertville and client. Page 4 1 What have been the most challenging situations that you have encountered during any of the above listed 1 projects and what was your approach to dealing with or resolving them? The Lakes and Red Wing Smart Park AUAR 1 Most challenging has been dealing with too tightly defined development plans. The intent of the AUAR is to assess environmental impacts from regional a zoning perspective. Developers using the process to directly replace an EIS frequently bring a level of project detail to the process that is overly complex. The scenarios in these projects become 1 too similar and inflexible and the ability to efficiently use the AUAR process to guide the process toward configurations that are less environmentally intrusive is lost. We have dealt with this by simplifying the plan from developers to start the process early, set the scenarios early and then leave them alone. This produces the multiple 1 scenarios for consideration in the AUAR and leaves the developer to regain the preferred plan in full detail as an independent process. The result is to analyze the AUAR scenarios, plus a "reality" scenario that falls within the constraints of the AUAR scenarios. This experience will be beneficial for the 650 acre AUAR and the potential detail of the Town &Country EAW. The process focus is what are the issues, what are the impacts and how best to resolve the issudimpact conflict. National Market Center - Decision to Proceed with Project and EAW Our client had an option on 56 acres of property which would expire in six months, at which point a decision would have to be made to purchase or walk. What guarantees/approval could be in hand to assist our client on his decision to purchase the property in the six months time frame. Summary of issues: (December 2001) 56 acres total (2 acres trees, 25 (current) acres wetland, 29 acres upland). ■ Potential exemption of WCA Rules to 1:1 mitigation ratio. a Approval needed to remove all 25 acres of agricultural/low quality wetland. ■ Off-site and out of City mitigation necessary. New access to Mn/DOT road (State Highway 65). Amendment to zoning text required. EAW required for 380,000 square feet of commercial. ■ Wetland report, delineation. a Wetland impact/mitigation approval (Corps, City, Watershed). a Plan development to meet City design standards. RLK/Pinnacle and client developed a schedule which stated plans, permits, timeline, approvals and probability of success. A decision was made to start and have multiple/overlapping plans, applications and requests in various public agencies. Ultimately, at the end of the six month period, the EAW, Mn/DOT, Watershed and City concept plan approvals were secured. An application was under review for the Corps of Engineers to approve the 25 acre wetland impact and mitigation plan. The client proceeded on the property purchase at the six month deadline and within six weeks had the Corps of Engineers approval and preliminary plat approval at the City. The project necessitated precise project management skills, knowledge of the City, State and Federal rules, detailed involvement with Mn/DOT and the County. The ability of RLK/Pinnacle team to define the schedule, opportunities and risk of a successful application to public agencies was put to the test. This project challenged our experts to design a schedule and strategy to meet the clients objective. Page 5 Why is your firm uniquely qualified to conduct an AUAR for the City of Chanhassen? An AUAR is not an exact science but a process to evaluate and analyze natural and proposed conditions, test alternatives and identify issues which have to be addressed. The process has a number of stakeholders whose investment has to be built into the review. The RLK/Pinnacle team has performed the AUAR process for private citizens, developers, municipalities and governmental agencies. The experience gained from completion of these AUAR's/EAW's enables us to best serve the interests of the City of Chanhassen. The RLK/Pinnacle team is uniquely qualified because we present the City an intact, full-service, experienced team with recent and directly related experience. Our team currently has two Draft AUAR's out for comment. We come to this project with an understanding of the current status of the process and key review issues confronting each commenting agency. We have experience with four AUAR's of greater than 200 acres. Two of these have been greater than 800 acres. We bring to the City a team tested and proven in the environmental scoping process, there will not be a learning curve. Specifically, the RLK/Pinnacle team provides the following members to completely address the issues associated with completion of this AUAR: RLK - provides land planning, civil engineering, transportation engineering and surveying services. Pinnacle - provides highly regarded environmental engineering services, wetland delineation expertise, noise and air impact assessment and project management. The 106 Group - provides historical and cultural resource identification. CRESA Partners - will be contracted as necessary to provide economic feasibility studies to identify and develop "buildable" AUAR area land uses, with a market rate perspective. RSP Architects - will be contracted as necessary to provide built images for public presentations. RLK has provided engineering and survey services to over 20 private property owners in the City of Chanhassen. This experience provides our team a fust hand knowledge of how SWMP and development guidelines affect and ultimately allow development to proceed. RLK has been the engineer and site planner of record on two significant projects in the Bluff Creek Corridor, Chanhassen Business Park and a residential subdivision along Stone Creek Drive. Furthermore, RLK is contracted as the City Engineer for over 50 cities in the State of Minnesota. We have extensive knowledge in the preparation of Capital Improvement Plans (CIP), design and evaluation of elevated water tanks, development/analysis water distribution and sanitary sewer infrastructure systems. The private and public understanding of the infrastructure system is already a part of the Pinnacle/RLK team. RLK understands the significance of the Bluff Creek Watershed Natural Resources Management Plan and the ' importance of Bluff creek as a community asset. We have reviewed the City of Chanhassen's and Carver County s policies and goals of the 2020 Land Use Plans and the 2005 MUSA expansion. Furthermore, we studied Mn/DOT s TH 212 realignment concepts and understands the impacts associated with this type of infrastructure enhancement. ' The study area's natural resources including wetlands, creeks and trails should be preserved and are vital to "Creating Extraordinary Communities." The alternative site development plans will need to accommodate the necessary infrastructure and the planned density while preserving the natural resources. 1 Page 6 Outline your firm's proposed plan of action and tasks needed to complete the AUAR This project will require a quick start and rapid development. The absolutely critical fust step is to establish the development scenarios as quickly as possible and stick to them. Only by having this base can the process move forward in a timely and efficient manner. As the project leader, our team will take several steps to launch the project quickly. The logistics of the process are discussed below. Because several interested parties are involved in the AUAR in addition to the RLK/Pirmacle team, we will schedule an initial development group meeting within the fust week. The meeting will formally introduce the group members, including the AUAR team, city staff, and Town & Country personnel. Following discussion of the project goals to establish a common understanding, the area of responsibility for each group will be determined. Several sub -groups of related disciplines may be established, such as planning and civil engineering. A common protocol for communication will be established and document standards will be set. Lastly, a timetable will be established for each group to complete their tasks. It is anticipated that RLK will take the lead with group communication. The next step is to establish the basic design elements. RIX will work with City staff and Town & Country staff to translate all the design concepts into feasible draft plans. With this guiding step complete, the development scenarios will be determined. Based on our current understanding of the project goals, we anticipate development of two scenarios, one based on the Comprehensive Plan and a second scenario which we would recommend identifying the land use to test capacities. At this point in the process, a working timeline can be established for the team to achieve the timetable set out in the initial team meeting. Adherence to the timeline will be monitored by means of regular full -team meeting and sub- groups. Email correspondence has been simply invaluable on these multi -disciplined projects. On The Lakes project and National Market Center EAW, the team initiated preliminary meetings with the commenting regulators to identify key issues. Through this process, we alert the regulators to the project and brief them on the issues. We have seen this greatly streamline the review process. Our team is further committed to the public process. We are suggesting a minimum of two meetings. The meetings will enable interested citizens to attend an informal, open house meetings to ask questions or make suggestions. This format brings forth issues the experts may not be aware of and helps facilitate consensus on the project as the documents are prepared. The meeting should include mailings to all property owners in the study area and a specified radius around the perimeter. Beyond the logistics, the AUAR scenarios offer the City an opportunity to bracket development for the 650 -acre region. The team will explore the city's desires for innovative land use planning. The AUAR may be an opportunity to create higher density residential clusters for both affordable housing and/or lifestyle residential units. The Comprehensive plan indicates multiple land uses which should be reviewed as we are preparing the plans. The AUAR is commonly used as a tool to reinforce and refine Comprehensive Plan elements. This decision will be explored at the initial stages of the project. Because of the importance of transportation impacts a more detailed work plan has been provided for clarity. A ' detailed traffic study will be completed for this joint EAW/AUAR project which will provide the specifics required to address the immediate impacts to the surrounding Carver County and Mn/DOT facilities associated with the Town & Country Development. The traffic study will also provide an assessment of the long-range impacts of the full ' development of the AUAR area on the local and regional roadway network. For the AUAR this will include a comparison of traffic generation potential of the anticipated land uses associated with the build out of the area, with those forecasted as part of the Transportation component of the Carver County Comprehensive Plan. Page 7 I Particular interest will focus on the new TH 212 corridor and its ability to provide accessibility to the Twin Cities ' from the southwestern suburbs. It is likely one or more new through roads will be needed to connect the Town & Country Development and neighboring parcels to surrounding Carver County roadways, such as CSAHs 14, 18, and 117. The transportation studies will also include the pedestrian and bicycles connection/opportunity, as well as future ' transit and current service provided by Southwest Metro. Our traffic study will identify the need for and possible creation of such connections. ' To accomplish the tasks required in order to provide the detailed analyses associated with this project RLK-Kuusisto, Ltd. will complete the following: Task Purpose Conduct field review to include intersection measurements, signage log, traffic Both EAW control log, etc. and AUAR Obtain traffic counts at key intersections along Audubon Road, Lyman Boulevard, Both Pioneer Trail, TH 101, Bluff Creek Drive and existing TH 212. Obtain accident information on surrounding roadway network including Bluff Both Creek Drive and existing TH 212. Estimate specific trip generation potential of Town & Country using rfEs Trip AUAR Generation a Edition. Forecast background traffic conditions for one year after build out of the Town & EAW Country Development based on 3.8% annual growth rate discussed in the County Comprehensive Plan and projected roadway geometry. Develop build condition traffic estimates for one year after the completion of EAW Town & Country by combining trip generation estimates with background forecasts. Forecast 20 -year background traffic conditions using County Comprehensive Plan AUAR. and Mn/DOT studies. Develop 20 -year build condition estimates for three potential AUAR area AUAR. development scenarios by combining trip generation estimates (including Town & Country) with background forecasts. Conduct operational analysis using SYNCHRO/SIMTRAF for background and Both build conditions described above to obtain Level of Service, delay and vehicle queuing information. Develop mitigation plans as necessary for impacts associated specifically with Both Town & Country Development. Develop mitigation strategies to address transportation system impacts related to AUAR development of entire AUAR area including multi -model and TDM. Author reports for inclusion in EAW and AUAR documents. Both Page 8 Outline your proposed fees for the costs attributable for the Town & Country project only (as specified in the RFP) and the AUAR tasks outlined on Pages 7 & 8. Also, provide your proposed schedule for completing the AUAR. Fees are based on the team's experience with past AUAR's and EAW's. Fees are for discussion between City and consultant and are dependent on a specific scope of work, delineation of tasks and schedule. The fees have made an assumption the AUAR is limited to two alternative plans and the EAW included for Town & Country (T&C) is for coordination with T&C engineers. We will finalize this fee estimate upon confirmation of project scope. AUARDocument.......................................................................................................$70,000.00 Consultant Selection at City Council MitigationPlan ...........................................................................................................$20,000.00 Ci /Consultant Define Scope, Tasks, Delineation, Schedule Two (2) Public Meetings, Three (3) Task Force and Six (6) Staff Meetings ............$15,000.00 Send Letter to all Agencies, DNR, SHPO, etc. Meetingwith Agencies.................................................................................................. $Hourly AUAR Traffic (in addition to EAW traffic)................................................................$6,600.00 RLK Begin Process, Obtain Topo, Wetland, hifrastructure, USGS, NWI, Transportation, Natural Resource Master Plan, Begin Building Site Respond to Agencies Traffic......................................................................................... $Hourly EAW Coordination with Town & Country ................................................................$12,000.00 Meeting with Client, Review Database, Assumptions, Base Map Built to Reflect Comprehensive Plan, Discuss Alternative Plan, Traffic Assumption/Projection EAWTraffic................................................................................................................$8,400.00 Present Draft Alternate Concept Plan to Staff 2 Alternative EAW Response to Comments........................................................................................ $Hourly Reimbursables................... ...................................................................................... $Cost + 15% Total Estimated Fees............................................................................................$132,000.00* Public Meeting with Property Owners s not including hourly fees Draft AUAR & EAW to Staff for Review Citv of Chanhassen - AUAR Preliminary Schedule Task Force Meeting March 10, 2003 Consultant Selection at City Council March 11 - 20, 2003 Ci /Consultant Define Scope, Tasks, Delineation, Schedule March 12, 2003 Send Letter to all Agencies, DNR, SHPO, etc. March 24, 2003 Authorize Contract and Scope of Work March 25, 2003 RLK Begin Process, Obtain Topo, Wetland, hifrastructure, USGS, NWI, Transportation, Natural Resource Master Plan, Begin Building Site Aril 4, 2003 Draft Concept Site Plan (Comprehensive Plan for Study Area April 4, 2003 Meeting with Client, Review Database, Assumptions, Base Map Built to Reflect Comprehensive Plan, Discuss Alternative Plan, Traffic Assumption/Projection A ril 11, 2003 Present Draft Alternate Concept Plan to Staff 2 Alternative May 2, 2003 Outline AUAR Document with the Two Alternatives, Present to City Staff May 6 2003 Task Force Meeting Ma 20 2003 Public Meeting with Property Owners June 2, 2003 Draft AUAR & EAW to Staff for Review June 5 2003 Task Force Meeting June 23 2003 City Council Authorization for Publication of AUAR & EAW June 30 2003 Submit to E B July 7 2003 Begin 30 Day Review of Draft AUAR & EAW &C July 24, 2003 Public Meeting with Property Owners August 6, 2003 End 30 Day Comment Period of Draft AUAR & EAW &C August 7 - 20 2003 Respond to Comment EAW August 7 - 20, 2003 Prepare Mitigation Plan August 12 2003 Task Force Meeting August 25, 2003 City Council Approve EAW August 25, 2003 City Council Approval Mitigation Plan August 27, 2003 Issue Mitigation Plan to Agencies and other Respondents to AUAR for Second 10(Business) Day Review S tember 10, 2003 End 10 Day Second Review with Agencies September 22, 2003 City Council Approve AUAR Page 9 EDUCATION Bachelor of Science, Civil Engineering — United States Military Academy, Rest Point, New York AFFILIATIONS National Society of Professional Engineers REGISTRATIONS Professional Engineer — Minnesota, Arizona, Kansas, Tennessee, Ohio Michele Jackson Caron, P.E. Senior Professional Engineer Ms. Caron is a Senior Professional Engineer in the Minnetonka office of RLK-Kuusisto, Ltd. Ms. Caron has 19 years of experience in all aspects of civil engineering including design, construction and project management with an emphasis on environmental scoping documents. Prior to joining RLK-Kuusisto, she served as a project manager and senior civil engineer, responsible for the management and design of municipal projects including roadway, watermain, sewer and drainage improvements. Projects have involved Minnesota Department of Transportation State Aid improvements. Ms. Caron has a thorough understanding of the Minnesota AUAR and EAW process including working with the city and public agencies to prepare schedules and provide comment on the report. Specific projects include: ■ Albertville Business Park-AUAR - Albertville, Minnesota Managed overall effort, coordinated team, schedule and authored document. Coordinated with City, property owner and traffic consultant. ■ Medica Hopkins AUAR - Hopkins, Minnesota Managing overall effort and preparation of AUAR document. Coordinating in-house site planning and engineering efforts by other staff with completion of document. ■ National Market Center - Blaine, Minnesota QC/EAW Document ■ UHG Site AUAR - Eden Prairie, Minnesota Managing overall effort and engineering design components of project; managing work by other consultants for document preparation, traffic and interface with planning/ engineering aspects of project. Work Experience US Army/Corps of Engineers Platoon Leader/Project Engineer Development Engineering, Inc. Project Engineer Evans, Kuhn and Associates, Inc. Project Engineer/ Phoenix, AZ Project Manager BRW, Inc. Project Manager/ Sr. Civil Engineer RLK-Kuusisto, Ltd. Project Manager/ Sr. Professional Engineer ' ERIC J. HANSEN, P.E. V.P. - ENVIRONMENTAL ENGINEERING ' EXPERTISE • Site Investigation ' • Environmental Assessment • Property Transfer • Wetland Studies • Regulatory Review • Geotechnical Engineering • Project Management ' MR. HANSEN has over fifteen years experience in the environmental industry. As a division and project manager in site investigation, remediation, property development, and geotechnical engineering, Mr. Hansen brings a broad ' wealth of experience to projects, providing solutions to environmental problems, and working with regulators to establish and meet realistic goals. Throughout his career, Mr. Hansen has cultivated partnerships with a variety of clients, including municipalities, state government, industry, law firms, private citizens, and citizen groups. ' Clients requiring assistance with property transfer issues will benefit from Mr. Hanseds experiences with state and federal programs. Whether working through Phase I or Phase II Environmental Site Assessments, environmental impact assessments, wetland issues, or contamination programs such as Minnesota's Voluntary Investigation and ' Cleanup (VIC) program, Mr. Hansen has demonstrated the ability to bring projects to a successful completion For contaminated sites that can benefit from more than traditional site remediation, Mr. Hansen has the expertise to minimize legal liability from existing or potential contamination prior to, or after, a property transaction. Mr. Hansen's site investigation expertise includes groundwater and soils studies throughout the United States. Studies have been conducted through federal agencies including the EPA, NRC, DOE, and various state agencies in Minnesota, Wisconsin, Colorado, Nevada, Vermont, Maine, and Oklahoma. Investigations have focused on a variety of contaminants including chlorinated solvents (DNAPIs and LNAPIs), petroleum related compounds, metals, and radionuclides. From tank removals, to plume characterization, to remediation of soils or groundwater, Mr. Hansen has the knowledge and experience to complete studies in a concise and timely maturer. Mr. Hansen's geo-engineering skills include geotechnical soils investigation and waste facility siting. As a geotechnical engineer, he has prepared construction and foundation recommendation reports, as well as performed construction inspection and testing. His facility siting studies include solid waste and low-level radioactive waste facilities as well as work on the DOE's high-level radioactive waste disposal facility at Yucca Mountain, Nevada. Education • Bachelor of Science, Geo -Engineering Institute of Technology - University of Minnesota • Bachelor of Science, Geology Institute of Technology - University of Minnesota Registrations, Associations, Memberships, Certifications • Professional Engineer - Minnesota, Wisconsin, and North Dakota • Professional Geologist - Minnesota and Wisconsin a Maple Grove, MN • Rochester, MN 1$003663406• eee.pineng. com ♦ emellpmnecleapineng com iEDUCATION Bachelor of Science, Civil Engineering — University of Washington AFFILIATIONS Institute of Transportation Engineers Minnesota Surveyors and Engineers Society National Council of Examiners for Engineering and Surveying ' ITE - Traffic Engineering Council NCITE - Local Affiliate REGISTRATIONS Professional Engineer — Minnesota, Massachusetts, New York, Washington Vernon E. Swing, P.E. Senior Transportation Engineer Mr. Swing is a Senior Transportation Engineer in the Minnetonka office of RLK-Kuusisto, Ltd. Mr. Swing brings 17 years of nationally acquired traffic engineering and transportation planning experience to RLK-Kuusisto, Ltd. and is a Senior Transportation Engineer in the Minnetonka office. He has worked extensively in both the public and private sectors with an emphasis on conducting traffic impact studies and designing of traffic mitigation plans. Prior to joining RLK-Kuusisto, Mr. Swing worked with three different civil engineering consulting firms as a senior traffic engineer. Specifically, he studied the impacts of private developments on existing and proposed infrastructure and developed traffic signal system and other mitigation designs. During the previous 10 years of increasingly responsible employment with the Washington State Department of Transportation, he gained extensive experience in signal operations, capacity analysis, access management, signal and illumination design, signing and traffic control design, route continuity planning, materials inspection and testing and surveying. Mr. Swing used his knowledge to coordinate signalized intersections and to write specifications for such ITS tools as spread spectrum radio and autoscope. Through written and verbal communications, Mr. Swing elicited the participation of developers in projects of this type. Mr. Swing's current responsibilities include client development and management in addition to overseeing the study, planning and design of public infrastructure and roadway projects, and design of large commercial developments. ■ The Lakes - Blaine, Minnesota Traffic engineering assessment of 1080 acres of mixed-use development, 17 intersections and 3 arterials. • National Market Center - Blaine, Minnesota Detailed traffic study identifying impacts at the site access and mitigation for the surrounding roadway network for 380,000 square foot development. ■ Savage Crossings - Savage, Minnesota Detailed traffic analysis for a 60 acre mixed use development. Access to County and Mn/DOT roadways. Proposal for Town and Country Development Alternative Urban Areawide Review Submitted to City of Chanhassen Submitted by ' WCONSULTING GROUP, I In association with The 106 Group Ltd. ■ ■ HICONSULTING GROUP, INC. ■ Transportation • Civil • Structural • Environmental • Planning • Traffic • Landscape Architecture • Parking February 27, 2003 Proposal No. P03054 ■ ■ Ms. Kathryn R. Aanenson, AICP Community Development Director CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 ■ Chanhassen, MN 55317 Dear Ms. Aanenson: ■ SUBJECT: PROPOSAL FOR TOWN AND COUNTRY AUAR ■ We are pleased to submit the following proposal for the Town and Country Alternative Urban ■ Area Review (AUAR) for your consideration. ■ SRF Consulting Group, Inc. is a multi -disciplinary planning, landscape architecture and ■ engineering firm with over 40 years of experience in helping communities plan for their land use and infrastructure needs. Our Environmental and Community Planning group has extensive ■ experience in the preparation of environmental documents under Minnesota Statutes, including ten AUARs, as well as experience in land use, transportation and infrastructure planning. We believe the experience and skill of our staff can assist you in evaluating the environmental impacts of the Town and Country development and help you plan for the future development of ■ the remainder of the study area. ■ This proposal has been prepared in the format outlined in the Request for Proposals (RFP). ■ Page 2 includes information about SRF's project experience in the table format requested in the RFP. Please note that the projects included in that table represent a small sampling of ■ representative projects completed by SRF. They were selected to show the diversity of the work we do and the staff currently working on these types of projects. Page 3 of this proposal ■ identifies the team of individuals that we propose to assign to this project. ■ If you have further questions regarding the enclosed information or would like to discuss our ■ qualifications further, please call me at 763475-0010 or e-mail bbartz@srfconsulting.com. We look forward to hearing from you. ■ Sincerely, SRF,qONSULTING GROUP, INC. eth A. Bartz Senior Associate (�Iph J. Ke Principal One Carlson Parkway North, Suite 150, Minneapolis, MN 55447-4443 Telephone (763) 475-0010 ■ Fax (763) 475-2429 ■ http://www.srfconsulting.com An Equal Opportunity Employer ■■■aaNaaa■■■aaaN00■■■■■■■■■■a0aa Key Projects Project Name Location Date Development Description Type Size Time- frame Collaborating Firms/Roles 3 Key Staff/Roles Cedar Grove Eagan, MN Oct. Mixed use Land Use 258 12 Bonestroo, Rosene, Anderlik & Beth Bartz — Land Use Redevelopment 2002 Study and acres months Associates — Water Resources Nancy Frick — Environmental Area AUAR (City's consultant) Marie Cote — Traffic Legacy Village Maplewood, April Mixed use AUAR 86.8 10 AES — Wetland Delination Jennie Ross — Project Manager MN 2003 acres months (City's consultant) Courtnay Bot — Environmental Carole Peter — Wetlands Airport South Bloomington, 2000 Redevelopment AUAR 2,350 18 106 Group — Cultural Resources Jennie Ross — Project Manager MN of mixed use acres months Interpoll — Air Quality Monitoring Tom Hillstrom — Noise/Wetlands retail, office, David Filipiak— Stormwater hotel, residential Mall of America Bloomington, 2000 Mixed use EIS 67 18 Montgomery -Watson — Jennie Ross — Project Manager MN Expansion of acres months Stormwater (City's consultant) Tom Hillstrom — Noise Analysis Mall of America Interpoll — Air Quality Monitoring David Filipiak — Stormwater facility 106 Group — Cultural Resources Victoria South Victoria, MN Dec. 02 Residential, Subarea 2,000 12 N/A Beth Bartz — Project Manager Subarea Study office, park/open Study acres months Barry Warner—Natural Resources space, roadway/ Jim Dvorak— Municipal utility planning Plymouth Plymouth, MN 2000 Land use, parks, Comp Plan City- 30 N/A Barry Warner—Project Manager Comprehensive transportation wide months Steve Wilson — Travel Forecasting Plan Dave Montebello — Transportation Planning Minneapolis Minneapolis, 2000 Mixed -income, Master 130 16 106 Group — Cultural Resources Barry Warner — Project Manager Near Northside MN mixed -density Planning & acres months Braun Intertec — Geotechnical Tim Phenow —Municipal Engineer residential; open EAW Forecast Public Artworks — Public David Filipiak — Stormwater space Art Consultation River Falls River Falls, 2003 Land use, Comp Plan City- 18 N/A Bill Weber — Project Manager Comprehensive WI annexation, wide months Brian Shorten — Transportation Plan natural Planner resources, parks Tom Hillstrom—Natural Resources ■ ■ Consultant Team: Collaboration/Coordination ■ l SRF has over 200 employees who represent significant depths of experience and skills related to infrastructure and land use planning, as well as environmental documentation. Our civil engineering groups bring over 40 years of experience in development municipal roadway and ■ utility networks. Our water resource engineers are known for their collaborative and creative . approaches to protecting wetlands, preserving water quality and addressing infrastructure needs. Our transportation planning staff has extensive experience in assisting municipalities plan future ■ roadway networks, as well as assessing traffic impacts of proposed developments. And our environmental and community planning staff knows how to work with communities to pull it ■ all together into an implementable plan and prepare documentation for agency approval. ■ Because of the diversity and strength of our staff, we have the necessary skills to complete ■ this AUAR in-house with the assistance of The 106 Group Ltd. to address cultural resources. If necessary, we would also bring in a biological specialist to address specific natural resource concerns in the study area. We have relationships with Peterson Environmental and Applied Ecological Services, Inc. (AES), as well as other specialists. Nonetheless, coordination of the functional skills required to complete an AUAR requires ■ internal coordination similar to a multi-firm team. SRF manages its in-house consultant ■ teams with an emphasis on clearly defined roles, high-quality products, efficiency with time and budget, and day-to-day communication. We conduct regularly scheduled team meetings ■ in which we share information on the status of the project, clarify priorities and identify key issues to be addressed. We routinely monitor the schedule and budget to avoid any ■ unforeseen problems. We stay in close contact with our clients to ensure that they are in the loop with key stakeholders and are comfortable with our work products. ■ The SRF team would be led by Beth Bartz as Project Manager. She would be assisted by . Nancy Frick, who would manage preparation of the AUAR. Barry Warner and his staff would ■ provide assistance with land use planning, resource protection, recreation planning and urban design. Bill Weber would provide his expertise related to urban planning. Dave Montebello would lead transportation planning efforts, with Marie Cote providing trip generation and traffic operations analysis. Jim Dvorak would lead civil and municipal engineering assistance ■ related to roadway and utility planning. David Filipiak would oversee analysis of stormwater ■ runoff and water quality impact assessment. Tom Hillstrom would provide wetlands services and would supervise noise and air quality analyses. The 106 Group Ltd., as a subeonsultant to SRF, would provide a preliminary cultural resources assessment for the site to identify known or potential historic and archaeological resources. Resumes for proposed team ■ members are provided as an attachment to this proposal. ■ ■ ■ Proposal for Town and Country city Unique or Unexpected Issues _ _-_. I While unexpected issues can arise during a planning or environmental review process, SRF believes that early coordination with permitting agencies and thorough background analysis are critical to identifying unexpected issues early in the process, when they can be understood r and integrated into a proposed solution, rather than creating difficulties in the final phases of a review. Unique issues, however, provide opportunities for innovation and collaboration, and often provide the opportunity for enhancing community character. Following is a brief discussion of a unique issue that arose on a recent project. r Cedar Grove Land Use Study and AUAR 8 SRF followed the redevelopment study with preparation of an AUAR for the project area, ■ which identified the Nicols Meadow Fen Wetland Complex, including Kennealy Creek and Hamack Creek, both spring -fed trout streams. This unique wetland complex, which provides habitat for a number of rare and endangered plant species, directly dependent upon the quantity and quality of available groundwater. Stormwater runoff and sedimentation posed serious threats to the quality of the fen, which had already sustained degradation from . previous development activities. . Site visits and meetings with the Minnesota Department of Natural Resources and the U.S. Fish and Wildlife Service provided recommendations on low -impact development techniques that emphasized storage and infiltration of stormwater. The consultant team worked with the Gun Club Watershed Management Organization to establish allowable r runoff volumes and nutrient loads that would meet a "non -degradation standard" for this ■ sensitive area. Through a complex and iterative process, a combination of impervious surface limits and stormwater ponding was developed to satisfy resource agencies and city development objectives. ■ e Proposal for r Alternative Urban Areawide Review Town and Country Development 4 City of Chanhassen r Redevelopment of the under- utilized Cedarvale Mall and surrounding area at TH 13 ■ and Cedar Avenue in Eaganwas a priority for revitalizing one of the community's{, r oldest neighborhoods. A �y^4 r redevelopment study led byn _.. SRF identified a mixed-use redevelopment concept that included realignment of an inefficient roadway network for the area 8 SRF followed the redevelopment study with preparation of an AUAR for the project area, ■ which identified the Nicols Meadow Fen Wetland Complex, including Kennealy Creek and Hamack Creek, both spring -fed trout streams. This unique wetland complex, which provides habitat for a number of rare and endangered plant species, directly dependent upon the quantity and quality of available groundwater. Stormwater runoff and sedimentation posed serious threats to the quality of the fen, which had already sustained degradation from . previous development activities. . Site visits and meetings with the Minnesota Department of Natural Resources and the U.S. Fish and Wildlife Service provided recommendations on low -impact development techniques that emphasized storage and infiltration of stormwater. The consultant team worked with the Gun Club Watershed Management Organization to establish allowable r runoff volumes and nutrient loads that would meet a "non -degradation standard" for this ■ sensitive area. Through a complex and iterative process, a combination of impervious surface limits and stormwater ponding was developed to satisfy resource agencies and city development objectives. ■ e Proposal for r Alternative Urban Areawide Review Town and Country Development 4 City of Chanhassen r Challenging Situations Land Use Scenarios Defining the proposed future land use scenario is often the most challenging component of AUARs, as well as other environmental assessment studies. Because the development concept for an AUAR is often less defined than with Environmental Assessment Worksheets and Environmental hnpact Statements, a substantial amount of effort is typically required to determine the future land use scenario with enough specificity to estimate the amount of traffic generated by a group of developments and the type of infrastructure improvements required to support the anticipated development. This type of analysis can become a series of costly iterations if not properly managed. To avoid the iterative process, SRF has approached development of the land use scenario from different perspectives. In the Cedar Grove area, where traffic congestion and roadway system constraints were of primary concern, traffic generation "budgets" were used to define the highest level of development feasible. The Airport South AUAR required analysis of several land use scenarios to minimize impacts to the regional traffic system and allocate development across various sites. In other situations, water quality issues may be the constraint against which development must be measured. In all cases, definition of the land use scenario requires careful consideration of development constraints within the study area and issues to be addressed in the AUAR. Victoria South Subarea Plan The Victoria South Subarea, an area of Laketown Township to be sequentially annexed into the City of Victoria, is comprised of approximately 2,000 acres encompassing rolling hills, steep slopes, isolated stretches of woodlands, and numerous wetlands and lakes. The natural features and rolling agricultural fields create a rural character enjoyed by community residents and were determined important to maintain as part of the area's future. With increasing pressure for development, SRF was hired by the City to recommend a land use and infrastructure plan balancing development and preservation of natural features. The study identified preservation of wetlands, lakes, wooded areas, and steep slopes, critical to preserving the small-town charm and the rural quality of existing Victoria. Multiple land scenarios were developed, testing development densities allowed under the City's Comprehensive Plan against higher- and lower -density scenarios and illustrating a variety of approaches to preserving natural resources and rural character. Naturalized 250 -foot buffers along either side of arterial roadways were recommended to help maintain a rural feel to the area. An area of _ conservation residential development was recommended where low densities and cluster platting will focus development preserving the slopes, woods and wetlands. Buffers, greenways, trails, parkland roadways and utilities were defined to preserve natural features. e Proposal for n Town and Country Development Alternative Urban Areawide Review :. 5 City of Chanhassen 3 . . • • SRV Unique Qualifications s SRF is uniquely qualified to assist Chanhassen with the Town and Country AUAR because: • We have extensive experience in preparing state environmental documents for development projects. We have assisted the communities of Eagan, Maplewood, Arden Hills, Fridley, Minneapolis, Saint Paul and others in preparing quality documents on time • and on budget. • Our staff possesses skills and experience in land use planning that will assist you in developing a framework for both assessing the Town and Country proposal and planning • for future development of the remainder of the study area. • Our expertise in planning for transportation networks, utility infrastructure and water . resource issues, as well as environmental planning, will provide resources to help you evaluate the Town and Country proposal within the context of future development of the • area. • Our long-standing relationship with state and local resources planning agencies and early coordination approach lay the groundwork for thorough analysis of issues and minimization of `unexpected" issues at the end of the process. • SRF has a legacy for building and achieving consensus on controversial projects by seeking out key stakeholders early in a process, identifying their major concerns and r determining the most effective means of responding to those concerns. We would be = available to assist the City with whatever level of public involvement it deems necessary. These qualifications have allowed SRF to assist many communities with their environmental • and land use planning needs. We look forward to discussing our qualifications with you further. • • • n • • Proposal for Town and Country city of • Proposed Plan of Action ■ Following are the tasks necessary to complete the AUAR process and a brief discussion of the ■ activities involved with each task. Cost estimates for each task are provided on page 9. ■ Task 1 — Project Initiation and Ongoing Communications To initiate the project, SRF would meet with city staff and developer representatives to refine . the scope, discuss key issues, identify known stakeholders, and obtain data or information available about the site, proposed development(s), etc. We would establish responsibility for ■ providing SRF with further information on the project area and potential development scenarios. SRF would provide a schedule for receiving information, developing scenarios, ■ assessing impacts and preparing the AUAR document. We would also initiate ■ communications with key resource agencies and request input from them on areas of concern. Ongoing communications would continue between SRF, city staff and key stakeholders ■ throughout the AUAR process. ■ Task 2 — Establish Land Use Scenario/Infrastructure Plan While broad land use patterns for the study have been laid out in the Chanhassen Comprehensive Plan, a more detailed land use scenario is required to complete the environmental analysis for the AUAR. We propose development of a "worst case" land use scenario, which would allow for future City approvals of a range of development proposals as long as the impacts resulting from the proposals are less than the thresholds defined in the AUAR. This land use scenario, to be defined in collaboration with City staff, will define patterns and densities of land use specific enough to estimate vehicle trips necessary for traffic impacts analysis. This land use scenario will then be used to identify potential corridors for collector streets, including a crossing of Bluff Creek, as well as identifying connections to water and sewer utility lines. Task 3 — Traffic Operations Analysis Background data would be analyzed and traffic counts would be completed at eight key intersections. Using ITE trip generation rates, an estimate of morning and evening peak hour trips would be prepared for the "worst case" land use scenario. A traffic operations analysis would be completed for up to eight intersections to identify the Level of Service under existing and full build -out conditions. Based upon the traffic operations analysis, specific street and traffic control improvements would be identified to support the "worst case scenario." A Traffic Operations Technical Memorandum would be prepared for city staff review and revised as necessary. Proposal for Town and Country city r-, LJ r Task 4 — Water Resources Background data, including the Bluff Creek Watershed Natural Resources Management Plan, would be analyzed for relevant information. Wetland resources would be identified, classified and delineated. One hundred - r year floodplains would be delineated where necessary. Areas of steep slopes would be identified in order to afford creek protection from sedimentation. Stonnwater nmoff would be analyzed to address potential impacts on water quality and quantity, with an emphasis on storage and infiltration. Coordination with the Riley -Purgatory -Bluff Creek Watershed District would be initiated to establish allowable runoff volumes and nutrient loading for sensitive water bodies. Impervious surface limits would be identified, along with . recommended ponding strategies to minimize impacts on area water bodies. Task 5 — Other Environmental Analysis Each of the following environmental issues will be assessed to identify potential impacts and mitigation requirements for the AUAR study area: • Air quality r Noise Fish, wildlife and waterfowl (including threatened and endangered species) Vegetation, farmland and woodlands Parks, trails and recreation • Cultural resources (by subconsultant, The 106 Group • Other sensitive resources identified during investigat Task 6 — AUAR Preparation Following are the key steps in the AUAR Process that would be completed by SRF: • Draft the City Council Order for AUAR • Prepare Draft AUAR with Draft Mitigation Plan • Obtain review by City; make revisions as necessary • Distribute Draft AUAR to EQB Distribution List; prepare necessary notices • Participate in public meeting or hearing, if desired by City • Review and respond to comments on the Draft AUAR • Final AUAR with Final Mitigation Plan • Distribute notices • City Council Adoption of AUAR . Proposal for Town and Country Development 8 Alternative Urban Areawide Review t r City of Chanhassen _, Cost Estimate for AUAR .1 Task 1 — Project Initiation and Ongoing Communications $ 5,000 Task 2 — Land Use Scenario and Infrastructure Planning $ 20,000 Task 3 — Traffic Operations $ 20,000 Task 4 — Water Resources $ 10,000 Task 5 — Other Environmental Analyses $ 20,000 Task 6 — AUAR Preparation $ 20,000 Direct Expenses (including Cultural Resources) $ 5.000 TOTAL $100,000 Portion attributable to Town and Country Development $ 35,000 We recommend that the developers of the Town and Country project contribute the funding needed to complete an EAW for their proposed project, as would be required under EQB guidelines. • AUAR Schedule ■ ■ • Project Initiation April 1 . • Establish land Use Scenario 4 to 6 weeks May 1 • City Council Order to Initiate AUAR After Land Use Scenario decision May 1 ■ • Draft AUAR Completion 3_10 4 months August 1 ■ • City Council Approval of Approximately 2 weeks after August 15 Draft AUAR/Mitigation Plan completion of AUAR • EQB Publication Within 2 weeks of City Council approval September 1 • 30 -Day Comment Period 30 days following EQB publication October 1 . • Responses to Comment Approximately 30 days following November 1 ■ receipt of comments • City Council Approval of Approximately 2 weeks after completion November 15 Final AUAR/Mitigation Plan of responses to comments • EQB Publication Within 2 weeks of City Council approval December 1 ■ • Agency Objection Period 10 days following publication December 15 ■ • City Council Final Adoption 15+ or more days following publication January 1 • EQB Publication of Adoption Within 2 weeks of City Council adoption January 15 . Proposal for Town and Country Development �.1►, . Alternative Urban Areawide Review 9 1F� ■ City of Chanhassen r Resumes Proposal for Town and Country Development r Overview: Cowuirnccawr,w� Ms. Bartz has over 14 years of urban and environmental planning experience, including land use planning, transportation planning, ■ preparation of environmental documentation, urban design and cultural Beth Bartz, M.S. resource planning. She is known for her ability to manage complex and controversial issues, bringing in expertise when needed and facilitating ■ Senior Associate public and agency communication to achieve consensus. Ms.Bartz's training experience includes development of the Minnesota Department of Transportation Context Sensitive Design curriculum and facilitation of case studies at Mn/DOT CSD workshops. Her environmental experience includes the preparation of Environmental Impact ■ Statements, Environmental Assessments and Environmental Assessment Areas of Expertise: Worksheets, as well as Minnesota Department of Transportation Project Land Use Planning Memoranda. Ms. Bartz has managed and participated in a wide range ■ of planning activities, including preparation of master plans, corridor ■ Redevelopment Planning Urban management plans, redevelopment studies and community visioning Design exercises. In addition, she has done extensive work in cultural resource ■ Comprehensive Planning planning, including the preparation of Section 106 documents. She Cultural Resource Planning meets the U.S. Secretary of the Interior's Professional Standards as an Public Involvement architectural historian. Prior to joining SRF, Ms. Bartz worked as a city . Transit Oriented Development planner for the cities of Minneapolis and Saint Paul. (TOD) Planning Selected Community Planning Projects: Education: Franklin/Cedar-Riverside TOD Master Plan, Minneapolis, Minnesota ■ M.S., University of Vermont Cedar Grove Redevelopment Plan, Eagan, Minnesota ■ B.A., Northwestern University Victoria South SubAreas Study, Victoria, Minnesota Continuing Education: Selected Transportation Planning Projects: "How to Become an TH 36 Partnership Study, Stillwater and Oak Park Heights, Minnesota Implementation Genius: One -Day Highway 17 Corridor Study, Cass County, North Dakota Course on Systematic Development of Informed Selected Environmental Planning Projects: r Consent." Hans Bleiker, Institute Participatory St. Croix River Crossing Supplemental Environmental Impact of Management Statement (EIS), Stillwater, Minnesota Practices. r TH 169 Interchange Construction Project Environmental Assessment Affiliations: (EA), Bloomington and Eden Prairie, Minnesota Guidant Corporation Campus AUAR Arden Hills, MN American Planning Association National Trust for Historic Other Selected Experience: r Preservation Context Sensitive Design, Minnesota Department of Transportation Women's Transportation Seminar Three -Day Workshop — Case Study Facilitator a Context Sensitive Design Workshop Curriculum Development and Workshop Delivery, Minnesota Department of Transportation, May ■ 2000, February 2001, June 2001, June 2002 and December 2002 TH 16 Historic Bluff County Scenic Byway Corridor Management Plan, Houston, Fillmore and Mower Counties, Minnesota ■ Other Selected Experience: Organized Diverse Community Interests Into Working Groups to Identify Issues and Solutions Staffed Planning Commission Committees and Special Community Task Forces Prepared Comprehensive Plan Elements for Diverse Local Governments %M&Ma1L= Overview: cuxsm G GROW, INC Ms. Frick has over 20 years of experience in community planning, including 15 years as a City Planner for the City of Saint Paul. Her . Nancy Frick work for the Saint Paul Department of Planning and Economic ■ Development included managing preparation of city and Associate neighborhood plans for physical, social and economic development. Ms. Frick's work with SRF includes managing the preparation of county comprehensive plans and environmental documentation for a range of transportation and development projects. Notable projects ■ included a transportation policy plan, development and roadway Areas of Expertise: Environmental Assessments and Environmental Impact Statements, ■ Project Management neighborhood and corridor development plans, downtown Community Development pathfinder signage, a fire and emergency medical services plan, Comprehensive Planning economic development strategy and zoning case management. ■ Economic Development Neighborhood Improvements Selected Project Experience: Land Use Planning Cedar Grove Redevelopment Area Alternative Urban Areawide ■ Environmental Documentation Review (AUAR), Eagan, Minnesota Zoning Blue Cross/Blue Shield Campus AUAR, Eagan, Minnesota Research Renville County Comprehensive Plan, Renville County, Minnesota ■ Victoria South Subarea Study, Victoria, Minnesota Education: I494 Final Environmental Impact Statement, Southwestern Twin Certification in Public Information Cities, Minnesota Management, University of Charles A. Lindbergh Boyhood Home Project Memorandum, Little Pittsburgh Falls, Minnesota Master of Community and Van White Memorial Boulevard Project Memorandum, Minneapolis, Regional Planning, North Dakota Minnesota State University TH 52/117TH Street Interchange Environmental Assessment B.A., Saint Cloud State University Worksheet, Inver Grove Heights, Minnesota Other Selected Experience: Organized Diverse Community Interests Into Working Groups to Identify Issues and Solutions Staffed Planning Commission Committees and Special Community Task Forces Prepared Comprehensive Plan Elements for Diverse Local Governments ■ ■ ■ ■ Overview: Mr. Wainer is a widely respected landscape architect with more than 27 ■ CONSOL GGROOJNC years of diverse project experience. He is known for innovative design, ■ inclusive public process facilitation and responsive communication Barry J. Warner, with agencies and citizens. His broad based experience includes ■ FA S LA, A I C P serving as principal -in -charge of Harriet Island Redevelopment in Saint ■ Senior Vice President Paul, the Near Northside Redevelopment in Minneapolis, Avenue of the Arts in Minneapolis and Three Rivers Park District Regional Trails. Selected Urban Planning and Design Projects: ■ Landmark Plaza, Saint Paul, Minnesota Great Lake Commercial Center, Minneapolis, Minnesota ■ Avenue of the Arts Master Plan, Minneapolis, Minnesota Areas of Expertise: Shepard Road Urban Design Concept, Saint Paul, Minnesota Urban Design Glenwood Avenue Streetscape, Minneapolis, Minnesota ■ Site Planning and Design Lake Street Streetscape, Minneapolis, Minnesota Central Business District Nicollet Avenue Urban Design, Minneapolis, Minnesota ■ Revitalization TH 5 Urban Design, Chanhassen, Minnesota ■ Community Development Oxboro Streetscape, Bloomington, Minnesota Park and Recreation Design and Washington Street Transit Mall, Indianapolis, Indiana ■ Planning Hennepin Avenue/Lake Street Improvement, Minneapolis, Minnesota Bicycle Facility Design and ■ Planning Selected Central Business District Revitalization and Community ■ Public Involvement Development Projects: Land Use Impacts Near Northside (Heritage Park) Redevelopment, Minneapolis, MN ■ Public Finance Victoria Subarea Study, Victoria, Minnesota Elmwood Commercial Neighborhood, St. Louis Park, Minnesota ■ Registrations: County Road 73 Land Use Plan, Plymouth, Minnesota ■ No. 15708 - Landscape Architect Central Business District Design Plan, Plymouth, Minnesota (Minnesota) Comprehensive Plan, Plymouth, Minnesota ■ American Institute of Certified Section 9 Redevelopment, Mounds View, Minnesota Planners Urban Design and Redevelopment Plan, St. Louis Park, Minnesota ■ Comprehensive Plan, Oak Grove Township, Minnesota ■ Education: Town Square Vision Plan, Lakeville, Minnesota B.L.A., University of Minnesota TH 5 Urban Design and Land Use Study, Chanhassen, Minnesota ■ Wright -Ingraham Institute Selected Park and Recreation Projects: ■ Harriet Island Regional Park Schematic Site Design, Saint Paul, MN Affiliations: Park, Trail and Open Space System Planning, Carver County, MN ■ American Society of Landscape Near Wilderness Center, Baker Park Reserve, Hennepin County, MN Architects Oberlin Park, Minnetonka, Minnesota ■ Rails -to -Trails Conservancy Sheridan Park, Richfield, Minnesota ■ American Planning Association Comprehensive Park and Open Space Plan, Eden Prairie, Minnesota Lambda Alpha International Big Marine Regional Park Reserve Master Plan, Washington County, MN ■ Congress for the New Urbanism Neighborhood Park Planning and Design, Plymouth, Minnesota ■ Urban Land Institute Grey Cloud Regional Park Reserve, Washington County, Minnesota ■ ■ ■ ■ ■ ■ CONSmL c GROIJNC ■ ■ William Weber, AICP ■ Associate ■ ■ ■ ■ Areas of Expertise: Land Use Planning and ■ Regulation ■ Comprehensive Planning Strategic Planning ■ Commercial, Industrial and Neighborhood Revitalization ■ Zoning ■ Environmental Analysis Bicycle System Planning and ■ Design ■ Registrations: ■ American Institute of Certified Planners ■ American Planning Association ■ Education: ■ Master of Urban Planning, Michigan State University, 1975 ■ B.A., Sociology, University of Notre Dame, 1972 ■ Certificate in Real Estate Development, The National ■ Development Council ■ ■ ■ ■ ■ ■ Overview: Mr. Weber has 30 years of experience in the areas of land use planning and regulation; comprehensive and strategic planning; commercial, industrial and neighborhood revitalization; zoning; environmental analysis; and bicycle system planning and design. He has prepared more than two dozen comprehensive plans for cities ranging in population from 10,000 to 200,000 in eight states. Mr. Weber has also prepared redevelopment plans, zoning ordinances, and transit -oriented development plans. Selected Comprehensive Plans: Maple Grove, Minnesota, Land Use Plan Brooklyn Park, Minnesota, Northern Area Master Plan Eagle Creek AUAR, Savage, Minnesota Green Bay, Wisconsin, Smart Growth 2022 La Crosse, Wisconsin, Confluence River Falls Comprehensive Plan, River Falls, Wisconsin Sherburne County, Minnesota Selected Redevelopment Plans: Upper Mississippi River Corridor Master Plan, Minneapolis, Minnesota Springfield, Missouri, Downtown Plan Champaign, Illinois, Downtown Plan Northfield, Minnesota, Downtown Plan Highway 7, Highway 61 and Brooklyn Boulevard Corridor Plans Phillips, Whittier and Willard -Homewood Neighborhood Plans, Minneapolis, Minnesota Selected Transportation -Related Planning and Design: Station Neighborhood Design Guidelines for Northstar Corridor Commuter Rail, Southeast Wisconsin LRT and Raleigh Durham Regional Rail Systems FfA New Starts Application for the Northstar Corridor Commuter Rail System Environmental Impact Statement Documents for I-494, Minneapolis, Minnesota, and TH 14/52, Rochester, Minnesota East River Bikeway and Esplanade, Manhattan, New York ■ Registrations: Selected Highway Projects: ■ Minnesota (P.E.) TH 5, Carver County, Minnesota ■ Education CSAH 30, Carver County, Minnesota ■ CSAH 60/I-35 Interchange, Dakota County, Minnesota B.C.E., University of Minnesota Overview: ■ CONROL G GRO , ING Mr. Dvorak has more than 20 years of civil engineering experience, ■ Affiliations: spanning both design and project management. He has an excellent ■ James Dvorak, P.E. reputation for effective coordination of complex, multi -jurisdictional ■ Minnesota Surveyors & Engineers projects and attention to detail. ■ Vice President TH 13, Eagan, Minnesota ■ American Public Works Association Selected Municipal Projects: ■ City Engineers Association of Raintree Road, Mankato, Minnesota ■ Minnesota Victoria South Subarea Study, Victoria, Minnesota ■ Oak Pond Road, Eagan, Minnesota ■ Century Avenue/Dale Street, Hutchinson, Minnesota ■ Areas of Expertise: Blue Gentian/Blue Water Road, Eagan, Minnesota ■ Project Management Wescott Road, Eagan, Minnesota ■ Feasibility Studies Cheshire Lane, Plymouth, Minnesota ■ Preliminary Design Charlson Area, Eden Prairie, Minnesota ■ Final Design Central Parkway, Eagan, Minnesota ■ Highway Improvements Municipal Dodd Boulevard, Lakeville, Minnesota Street and Utility Improvements School Road, Hutchinson, Minnesota ■ Contract Administration South Grade Road, Hutchinson, Minnesota ■ Public Involvement Cedarvale/Cedar Grove Area, Eagan, Minnesota Agency Coordination Blake Road, Albert Lea, Minnesota ■ ■ Registrations: Selected Highway Projects: Minnesota (P.E.) TH 5, Carver County, Minnesota ■ Education CSAH 30, Carver County, Minnesota ■ CSAH 60/I-35 Interchange, Dakota County, Minnesota B.C.E., University of Minnesota TH 242, Anoka County, Minnesota ■ Affiliations: Valley View Road/TH 62 Interchange, Edina, Minnesota ■ American Society of Civil Engineers CSAH 26, Mille Lacs County, Minnesota ■ Minnesota Surveyors & Engineers TH 47, Ramsey, Minnesota Leh' TH 13, Eagan, Minnesota ■ American Public Works Association TH 15, Hutchinson, Minnesota ■ City Engineers Association of CSAH 61/1-94 Interchange, Maple Grove, Minnesota Minnesota CSAH 30/1-94 Interchange, Maple Grove, Minnesota ■ CSAH 17, Anoka County, Minnesota ■ ■ ■ ■ ub) kl Overview: CoH m+o Caou J, Mr. Montebello has worked extensively in transportation planning. His experience includes 12 years with Wright County, where he David Montebello, P.E. supervised traffic and engineering staff, and 7 years with SRF Consulting Grou Inc where he has mana edavarietyof Principal Areas of Expertise: Transportation Planning Corridor Plans Site Improvements Travel Forecasting Transportation Needs Analysis Travel Demand Management Project Management Public Involvement Transportation Systems Access Management Plans Benefit/Cost Analysis Registrations: Minnesota (P.E.) Education: B.S.C.E., North Dakota State University St. Olaf College Affiliations: Minnesota Surveyors and Engineers Society North Central Section - histitute of Transportation Engineers Minnesota Public Works Association transportation and planning studies. Mr. Montebello's strengths include the ability to coordinate complex, multi -agency projects that draw strong public interest. Selected Transportation Planning Experience: Mankato/North Mankato Area Transportation Plan, Mankato and North Mankato, Minnesota Plymouth Comprehensive Plan, Plymouth, Minnesota Sherburne County Transportation Plan, Minnesota Blue Earth County Transportation Plan, Minnesota Carver County Transportation Plan, Minnesota City of Chanhassen Transportation Plan Steams County Transportation Plan Hutchinson Transportation Plan, Hutchinson, Minnesota Selected Corridor Study Experience: TH 14 Study, North Mankato, Minnesota Southwest Arterial Study, Steams County, Minnesota TH 169 Interregional Corridor Study, I494 to Junction of TH 60 TH 10/24 Interregional Corridor Study, I-94 to Little Falls TH 52 Corridor Study, Rosemount to Rochester, Minnesota TH 169 Corridor Concept Feasibility Study, Brooklyn Park, Minnesota TH 169 Corridor Study, Mille Lacs Lake Area, Minnesota TH 169 Special Area Study, Mankato, Minnesota TH 23 Corridor Study, Willmar to New Richmond, Minnesota Mississippi River Crossing Study, near St. Cloud, Minnesota TH 7 Corridor Study (Hutchinson) TH 57 Corridor Study, Kasson to Mantorville, Minnesota I-494/TH 61 Transportation Needs Analysis, Newport, Minnesota Statewide Plans and Studies: Interregional Corridor Study, Minnesota Interregional Corridor Policy Study, Minnesota Minnesota Statewide Freight Study ■ ■ ■ ■ ■ CONSIIl GGR",Nc ■ ■ Marie Cote, P.E. ■ Senior Associate ■ ■ ■ ■ Areas of Expertise: . Traffic Impact Studies Accident Analysis ■ Pedestrian Crossing Studies ■ Traffic Operations Analysis Corridor Studies ■ Transportation Studies ■ Surface Transportation Program (STP) Funding Submittals ■ Education: ■ B.S.C.E., Loyola Marymount University ■ ■ Registrations: Minnesota (P.E.) ■ California (P.E.) ■ Affiliations: ■ Institute of Transportation Engineers ■ ■ ■ ■ ■ ■ ■ ■ Overview - Ms. Cote has 14 years of experience with traffic engineering projects, including management and analysis. She has outstanding technical abilities and is also a detail -oriented project manager capable of coordinating highly complex projects. The wide variety of projects include traffic impact, safety, school crossing, corridor and areawide transportation studies. Selected Traffic Engineering Studies: Fargo School Crossing Study, Fargo, North Dakota MBY Development Traffic Study, Champlin, Minnesota Anoka -Hennepin Elementary School Traffic Study, Brooklyn Park, Minnesota Blue Cross/Blue Shield Traffic Study, Eagan, Minnesota Hopkins School District Traffic Study, Minnetonka, Minnesota Chipotle Traffic Study, St. Louis Park, Minnesota Selected Areawide Transportation Studies: St. Cloud Downtown Traffic Study, St. Cloud, Minnesota St. Michael Downtown Traffic Study, St. Michael, Minnesota Two Harbors Traffic Study, Two Harbors, Minnesota I-494 Freeway and Local Street Operations/Final Environmental Impact Statement, Minnesota Department of Transportation Goose Lake Road Area Traffic Study, Champlin, Minnesota I -35W Final EIS, Minneapolis to Burnsville, Minnesota Selected Corridor Studies: Highway 10/24 Interregional Corridor Study, Little Falls to Clearwater, Minnesota Cedar Grove Redevelopment Area Alternative Urban Areawide Review (AUAR), Eagan, Minneosta I-394/TH 12 Traffic Operations Study, Wayzata to St. Louis Park, Minnesota CSAH 5/50 Corridor Study, Lakeville, Minnesota Wescott and Lexington Corridor Studies, Eagan, Minnesota TH 55 Corridor Study, Eagan, Minnesota CSAH 14/TH 242 Access Management Study, Anoka County, Minnesota TH 169 Corridor Study, Brooklyn Park, Minnesota TH 47 Access and Corridor Study, Ramsey, Minnesota ■ ■ ■ ■ Overview: ■ CO MG G.«'.. WC Mr. Filipiak is responsible for managing hydrologic and hydraulic ■ engineering projects as part of broader roadway, highway, trail and ■ bridge projects. He has 18 years of experience in engineering and water David Filipiak, P.E. resources planning, which he draws upon for a variety of projects that ■ Principal blend engineering and planning. His previous planning experience ■ includes extensive work with the Coon Creek Watershed District. ■ Selected Water Resources/Environmental Planning Projects: ■ Near Northside Redevelopment, Minneapolis, Minnesota Mall of America Expansion Environmental Impact Statement (EIS) and ■ Areas of Expertise: Indirect Source Permit (LSP), Bloomington, Minnesota Hydrologic Modeling and Sweeney Lake Branch of Bassett Creek Hydrologic Study, Golden ■ Engineering Valley, Minnesota ■ Hydraulic Engineering Indian Lake Restoration Project, Blue Earth County, Minnesota Drainage Design I -35W Environmental Impact Statement (EIS), Minneapolis to ■ Burnsville, Minnesota Water Quality Modeling/ I494 ELS, Minnetonka to Bloomington, Minnesota ■ Assessment TH 36 St. Croix River Crossing, Oak Park Heights, Minnesota and Water Resources Planning Town of St. Joseph, Wisconsin ■ Wetland Mitigation Site Stormwater Study for the Next Area of Growth, Brooklyn Park, ■ Evaluation/Design Minnesota Registrations: Harriet Island Regional Park Redevelopment, Saint Paul, Minnesota ■ I-494 Tunnel Feasibility Study, Richfield and Bloomington, Minnesota No. 19596 -Minnesota (P.E.) ■ Selected Roadway Projects: ■ Education: TH 610 Final Drainage Design from TH 169 to TH 252, Brooklyn Park, B.C.E., University of Minnesota, Minnesota ■ 1983 CSAH 50 Reconstruction, Dakota County, Minnesota I -35W Drainage Design, Minneapolis, Richfield, Bloomington and ■ Affiliations: Burnsville, Minnesota ■ American Society of Civil Engineers TH 36 River Crossing Drainage Design, Oak Park Heights, Minnesota and Town of St. Joseph, Wisconsin ■ American Water Resources Highway 90 Blue Earth River Crossing Hydraulic Study and FEMA Association Revisions, Blue Earth County, Minnesota ■ Society of American Military Nottingham Parkway Hydraulic Study and FEMA Revisions, Maple Engineers Grove, Minnesota ■ TH 14/CSAH 22 Drainage Design and FEMA Revisions, Olmsted ■ County, Minnesota TH 100 Preliminary and Final Drainage Design, Golden Valley, ■ Minnesota Yankee Doodle Road/I-35E Interchange Final Drainage Design, Eagan, Minnesota CSAH 17 EA/Final Drainage Design, Anoka County, Minnesota ■ ■ CowsMMG Gao JKC Thomas G. Hillstrom Associate Areas of Expertise: Wetland Delineation Wetland Permitting Wetland Mitigation Planning Wetland Mitigation Design Natural Resource Inventory/Assessment Water Resources Management Environmental Planning Groundwater Noise Modeling Air Quality Modeling Education: B.S., University of Minnesota, 1988 Affiliations: Minnesota Groundwater Association Wetland Delineators Association Overview: Mr. Hillstrom is an environmental scientist with 13 years of experience in natural resource planning for transportation -related projects, park projects, trail projects and development. He has a great deal of experience in wetland permitting, delineation, functions assessments, impact assessments, mitigation design and monitoring. He previously worked for the Minnesota Department of Natural Resources as a wetland scientist studying the success of created wetlands. Mr. Hillstrom also has experience in traffic noise modeling and air quality modeling. Selected Project Experience: Indian Lake Restoration Planning and Design, Blue Earth County, Minnesota Airport South District Alternative Urban Areawide Review (AUAR), Bloomington, Minnesota Wetland Mitigation Monitoring Program, Maple Grove, Minnesota Mall of America Expansion Air Quality and Noise Analysis, Bloomington, Minnesota River Falls Comprehensive Plan Natural Resource Inventory, River Falls, Wisconsin Montevideo Trail Improvements, Wetland Permitting and Mitigation Design, Montevideo, Minnesota Tamarack Interchange Wetland Permitting and Mitigation Design, Woodbury, Minnesota I-494 Environmental Impact Statement Wetlands Inventory and Functions Assessment, Southwest Twin Cities, Minnesota TH 36 St. Croix River Crossing Environmental Impact Statement Natural Resources Inventory, Stillwater, Minnesota Numerous Wetland Delineation, Permitting and Mitigation Design Sites Air Quality and Noise Analysis for Numerous Environmental Studies I-35W/Crosstown Indirect Source Permit, Richfield, Minnesota Primary Author, Opus Development EAW, Air Quality and Noise Studies, Minnetonka, Minnesota Project Manager for Brownfield Investigation and Clean-up Sites in Eagan and Minneapolis, Minnesota Primary Author, Sears Lake EAW and Air Quality Studies, Minneapolis, Minnesota Overview: C L° G`O , h' Mr. Phenow has 25 years of experience in municipal and site engineering and has worked extensively on projects within the Timothy Phenow, P.E. Twin Cities area. He has managed all aspects of design and project development, including research, data acquisition, preliminary project Senior Vice President I reports, design and construction supervision. Mr. Phenow is a highly Areas of Expertise: Street Design Utility Design Highway Design Parking Lot Design Trail Design Land Surveying In -Construction Services Public Involvement Registrations. - No. 14440-Mmnesota egistrations: No.14440-Minnesota (P.E.) Education: B.C.E., University of Minnesota, 1976 Affiliations: American Society of Civil Engineers Minnesota Section, American Society of Civil Engineers Minnesota Surveyors and Engineers Society American Public Works Association Minnesota Public Works Association City Engineers Association of Minnesota organized and innovative municipal engineer. His 20 years on the Maple Grove Parks and Recreation Board also adds to his public process experience, as well as parks and trails knowledge and insight. Selected Municipal and Site Projects: Microbial and Plant Genomics Building Site Civil and Utility Engineering, University of Minnesota - Saint Paul Campus Minneapolis Near Northside Redevelopment, Minneapolis, Minnesota Noble Parkway/97th Avenue, Brooklyn Park, Minnesota Dunkirk Lane/CSAH 30 Area, Maple Grove, Minnesota Elm Creek Boulevard, Maple Grove, Minnesota Nottingham Parkway Area, Maple Grove, Minnesota Lawndale Lane, Maple Grove, Minnesota Vicksburg Lane, Maple Grove, Minnesota CSAH 73/TH 7/Minnetonka Mills Road, Minnetonka, Minnesota CSAH 73/I-394 North Frontage Road, Minnetonka, Minnesota Methodist Hospital East Entrance Drive, St. Louis Park, Minnesota Methodist Hospital Parking Lots, St. Louis Park, Minnesota Wayzata Maintenance Site, Wayzata, Minnesota CSAH 6, Plymouth, Minnesota CSAH 10, Maple Grove, Minnesota TH 610, Maple Grove and Brooklyn Park, Minnesota Williston Road, Minnetonka, Minnesota Wedgwood Road, Maple Grove, Minnesota Ridgedale Center Parking Modifications, Minnetonka, Minnesota Donahue Area Street Reconstruction, Maple Grove, Minnesota Selected Trail Projects: Big Rivers Regional Trail, Dakota County, Minnesota East Medicine Lake Regional Trail, Plymouth, Minnesota Cedar Lake Trail, Phases 1 and 2, Minneapolis, Minnesota Park Bond Trails, Plymouth, Minnesota 29th Street Midtown Greenway, Minneapolis, Minnesota CONSO MG Gt .INC Jennie Ross Senior Associate Areas of Expertise: Environmental Impact Statements Environmental Assessments Environmental Assessment Worksheets Alternative Urban Areawide Reviews Interstate Access Modification Requests Land Use Planning Park and Trail Planning Overview: Ms. Ross has over 20 year; of experience in diverse projects, including federal and state environmental analysis and documentation, land use planning, park and trail system planning and design, water resources and wetlands planning, and traffic calming and other urban design issues. She specializes in projects requiring coordination among government agencies and public involvement in both small -group and large public presentations. Selected Project Experience: TH 53 DWP Railroad Bridge Replacement Environmental Assessment (EA), Virginia, Minnesota St. Croix River Crossing Environmental Impact Statement (EIS), Stillwater, Minnesota I-94/TH 10 Interregional Connection EIS, St. Cloud, Minnesota Wakota Bridge (Mississippi River) Major Investment Study (MIS) and EA, Southeast Twin Cities, Minnesota Legacy Village of Maplewood Alternative Urban Areawide Review (AUAR), Maplewood, Minnesota I-494 Reconstruction Final EIS, Southwest Twin Cities, Minnesota Airport South District Alternative Urban Areawide Review (AUAR), Bloomington, Minnesota Iowa Statewide Trails Plan ("Trails 2000"), Iowa Department of Transportation Park, Trail and Open Space Plan, Carver County, Minnesota Regional Trail Planning and Design, Faribault County, Minnesota TH 52 Sub -Area Study and EA, Pine Island to Oronoco, Minnesota Mall of America Expansion EIS and Indirect Source Permit, Bloomington, Minnesota Grand Oak Business Park AUAR, Eagan, Minnesota Opus Crescent Ridge Office Development, Minnetonka, Minnesota CSAH 21 Scoping Document, Scott County, Minnesota Cedar Isles Dean Neighborhood Traffic Management Plan, Minneapolis, Minnesota Northwest Hennepin County Integrated Park/Trail System Plan, Hennepin County, Minnesota TH 23 Corridor Study, Willmar to New Richmond, Minnesota TH 10/1-94/TH 336 Corridor Study, Moorhead to Glyndon, Minnesota Lake Pointe Center (Medtronic Corporate Campus) AUAR, Fridley, MN East Street Bridge Project Memorandum, Blue Earth, Minnesota Lexington Avenue (CSAH 17) EA, Anoka County, Minnesota 34th Street Extension EA, Moorhead, Minnesota CSAH 75/I-94 East Interchange EA, St. Cloud, Minnesota Legacy of Apple Valley Mixed Use Development EAW, Apple Valley, MN Education: M.S., Pennsylvania State University, 1979 B.S., Pennsylvania State ■ University, 1976 S Overview: Ms. Ross has over 20 year; of experience in diverse projects, including federal and state environmental analysis and documentation, land use planning, park and trail system planning and design, water resources and wetlands planning, and traffic calming and other urban design issues. She specializes in projects requiring coordination among government agencies and public involvement in both small -group and large public presentations. Selected Project Experience: TH 53 DWP Railroad Bridge Replacement Environmental Assessment (EA), Virginia, Minnesota St. Croix River Crossing Environmental Impact Statement (EIS), Stillwater, Minnesota I-94/TH 10 Interregional Connection EIS, St. Cloud, Minnesota Wakota Bridge (Mississippi River) Major Investment Study (MIS) and EA, Southeast Twin Cities, Minnesota Legacy Village of Maplewood Alternative Urban Areawide Review (AUAR), Maplewood, Minnesota I-494 Reconstruction Final EIS, Southwest Twin Cities, Minnesota Airport South District Alternative Urban Areawide Review (AUAR), Bloomington, Minnesota Iowa Statewide Trails Plan ("Trails 2000"), Iowa Department of Transportation Park, Trail and Open Space Plan, Carver County, Minnesota Regional Trail Planning and Design, Faribault County, Minnesota TH 52 Sub -Area Study and EA, Pine Island to Oronoco, Minnesota Mall of America Expansion EIS and Indirect Source Permit, Bloomington, Minnesota Grand Oak Business Park AUAR, Eagan, Minnesota Opus Crescent Ridge Office Development, Minnetonka, Minnesota CSAH 21 Scoping Document, Scott County, Minnesota Cedar Isles Dean Neighborhood Traffic Management Plan, Minneapolis, Minnesota Northwest Hennepin County Integrated Park/Trail System Plan, Hennepin County, Minnesota TH 23 Corridor Study, Willmar to New Richmond, Minnesota TH 10/1-94/TH 336 Corridor Study, Moorhead to Glyndon, Minnesota Lake Pointe Center (Medtronic Corporate Campus) AUAR, Fridley, MN East Street Bridge Project Memorandum, Blue Earth, Minnesota Lexington Avenue (CSAH 17) EA, Anoka County, Minnesota 34th Street Extension EA, Moorhead, Minnesota CSAH 75/I-94 East Interchange EA, St. Cloud, Minnesota Legacy of Apple Valley Mixed Use Development EAW, Apple Valley, MN ■ ■ i ■ ■ C�G Ga , Nc ■ Stephen Wilson ■ Senior Associate ■ ■ ■ Areas of Expertise: i Travel Forecasting Transportation Planning ■ Transit Planning ■ Transportation Needs Analysis ■ Education: M.S., University of Wisconsin — Madison ■ B.A., University of Wisconsin — Madison ■ Affiliations: ■ North Central Section — Institute of Transportation Engineers ■ Transportation Research Board ■ Overview: Mr. Wilson has extensive travel demand modeling and transportation planning experience throughout the Twin Cities metropolitan area and the State of Minnesota. Prior to joining SRF, he was a Transportation Forecast Analyst/Planner with the Metropolitan Council, where he was a key figure in the preparation of the 1990 Twin Cities Travel Behavior Inventory. Selected Local/Area/Corridor Planning Projects: TH 610 East and West AUARs, Maple Grove, Minnesota Plymouth Comprehensive Plan, Plymouth, Minnesota Minneapolis Downtown Baseline Study, Minneapolis, Minnesota Origin -Destination Survey, St. Cloud, Minnesota Gravel Mining Area AUAR, Maple Grove, Minnesota Northwest Woodbury Transportation Study, Woodbury, Minnesota Maple Grove Transportation Plan, Maple Grove, Minnesota Plymouth Transportation Plan, Plymouth, Minnesota Eagan Transportation Plan, Eagan, Minnesota Lakeville Transportation Plan, Lakeville, Minnesota Selected Transportation Forecast and Analysis Projects: Downtown Traffic Forecasting and Modeling Study, Saint Paul, Minnesota Ayd Mill Road Phase I and Phase II Draft EIS and Scoping Process, Saint Paul, Minnesota Ground Access Impacts of Alternative Airport Locations, Twin Cities Congestion Road Pricing, Twin Cities Riverview Corridor Phase I Study Mall of America Phase II ELS, Bloomington, Minnesota I494/TH 61(Wakota Bridge) Traffic Study, Southeast Twin Cities, Minnesota Hiawatha Corridor Light Rail Transit Forecasts St. Croix River Crossing EIS Travel Forecasts, Stillwater, Minnesota and Town of St. Joseph, Wisconsin Downtown Minneapolis Baseline Forecast Update, Minneapolis, Minnesota Selected Transit Planning Projects: Transportation Performance Audit, Metropolitan Council Hutchinson Light Traffic Study Minnesota Intercity Bus Needs Study %Q9M1Q= Overview: cmmnMG G. ,Ixc Mr. Shorten has nearly 30 years of diverse planning experience. He Pedestrian and Bicycle Planning recently joined SRF after serving for over 16 years as the Executive Brian Shorten Director of the Fargo -Moorhead Metropolitan Council of Governments in Fargo, North Dakota. In this capacity, Mr. Shorten Senior Associate/ was responsible for program administration, budget preparation and Transportation maintenance, interjurisdictional coordination, regulatory compliance, Planning Manager contract procurement, legislative liaison, resolution of complex inter - Areas of Expertise: governmental issues, and major metropolitan transportation and Metro Transportation Plans intergovernmental project planning and implementation. Rail Quiet Zones and Mitigation Transportation Activities Intelligent Transportation Systems Selected Project Experience: Intermodal Transportation River Falls Comprehensive Plan, River Falls, Minnesota Planning Fargo -Moorhead Metropolitan Transportation Plans (1986,1993,1998) Community Planning Fargo -Moorhead Metropolitan Bicycle/Pedestrian Plans (1995,1996, 2000) Interjurisdictional Coordination Fargo -Moorhead Metropolitan Transit Development Plans (1986,1991, Plan Implementation 1996, 2001) Legislative Liaison Fargo -Moorhead Metropolitan Comprehensive ITS Plan (1998) Public Participation Fargo -Moorhead Metropolitan Transportation Improvement Plans Grantsmanship Growth Management Other Selected Experience Pedestrian and Bicycle Planning Executive Director, Fargo -Moorhead Metropolitan Council of Travel Demand Management Governments, Fargo, North Dakota: — Secured Cooperation from Senior Staff in Implementing Council Education: Policy and Program Directives B.S., University of Minnesota, 1974 — Extensively Involved in over 50 Corridor Studies, 10 Project A.A., Normandale Junior College, Concept Reports and 3 Interstate Access Justification Evaluations 1972 — Recognized for Outstanding 'Best Practices" Concerning Traffic Modeling, GIS, ITS, Corridor Preservation and Sustainable Affiliations: Transportation Activities MN and ND State Transportation — Secured over $54 Million in Federal and State Funds for Plan Steering Committees Transportation Projects Association of Metropolitan Executive Director, Southwest Regional Development Commission, Planning Organizations (AMPO) Slayton, Minnesota - Policy Committee Member Director of Community Planning and Development, Black Hills Minnesota Guidestar ITS Board of Council of Local Governments, Rapid City, South Dakota Directors Economic Development Specialist, Third District Planning and Minnesota and North Dakota Development, Yankton, South Dakota MPO (Past Chairman) Coordinator, Lincoln County Planning and Development Committee, Mn/DOT IRC Technical Advisory Lincoln County, Minnesota Committee Mn/DOT Access Management Awards and Recognition: Steering Committee 2002 FM COG Certificate of Honor TRB Small MPO-ISTEA Research 2001 ITS Minnesota Outreach Appreciation and Commendation Award Committee Selected Project Experience: Experience: colmru Gw , [Nc Ms. Peter has 13 years of experience as an environmental scientist with NEPA Documentation Preparation expertise in preparing National Environmental Policy Act (NEPA) Biological Assessments documentation, wetland delineations and permitting, and Phase I Carole W. Peter Environmental Site Assessments(FSAs). She has worked throughout Senior Environmental the United States preparing various environmental documentation, Scientist reviewing environmental impacts associated with diverse projects, and Education: soliciting comments from local, state and federal agencies. Selected Project Experience: I494 Final Environmental Impact Statement (EIS) Wetland Studies, Hennepin County, Minnesota TH 10/I-94/TH 336 Corridor Study, Moorhead to Glyndon, Minnesota Manning Avenue Environmental Assessment Worksheet, Washington County, Minnesota Ayd Mill Road Environmental Impact Statement, St. Paul, Minnesota Highway 101 Environmental Review, Hennepin County, Minnesota Preliminary Environmental Report, Proposed Merger of Burlington Northern and Santa Fe Railroads Preliminary Environmental Report, Proposed Merger of Union Pacific and Southern Pacific Railroads Phase I Environmental Site Assessments for 13 Athletic Clubs, Twin Cities, Minnesota NEPA Documentation, Savannah River Site, Aiken, South Carolina Various Wetland Permits and Replacement Plans, Minnesota Sibley Street Project Memorandum, Saint Paul, Minnesota Areas of Expertise: Kellogg Boulevard Project Memorandum, Saint Paul, Minnesota NEPA Documentation Preparation Legacy Village of Maplewood Alternative Urban Areawide Review Biological Assessments (AUAR), Maplewood, Minnesota Ecological Assessments CSAH 26 Bridge over the Rum River Environmental Assessment Wetland Delineations Statement for Section 6(f) Impacts on Mille Lacs Kathio State Park, Mille Lacs County, Minnesota Education: Wakota Bridge Environmental Assessment, Southeast Twin Cities, Minnesota B.S., Gannon University, Erie, Pennsylvania Main Avenue Bridge Replacement Environmental Documentation, Fargo, North Dakota and Moorhead, Minnesota Affiliations: CSAH 75/I-94 Environmental Assessment and Access Modification Society of Wetland Scientists; Mid- Request, St. Cloud, Minnesota Central States Chapter Secretary CSAH 60/I-35 Interchange Project Memorandum, Access Modification 19941995 Request for FHWA and Metropolitan Council, and Wetland Permits, Minnesota Wetland Delineator's Lakeville, Minnesota Association The Nature Conservancy Wetland and Water Resources Studies for the St. Croix River Crossing Environmental Documentation, Stillwater, Minnesota I494 Final Environmental Impact Statement (EIS) Wetland Studies, Hennepin County, Minnesota TH 10/I-94/TH 336 Corridor Study, Moorhead to Glyndon, Minnesota Manning Avenue Environmental Assessment Worksheet, Washington County, Minnesota Ayd Mill Road Environmental Impact Statement, St. Paul, Minnesota Highway 101 Environmental Review, Hennepin County, Minnesota Preliminary Environmental Report, Proposed Merger of Burlington Northern and Santa Fe Railroads Preliminary Environmental Report, Proposed Merger of Union Pacific and Southern Pacific Railroads Phase I Environmental Site Assessments for 13 Athletic Clubs, Twin Cities, Minnesota NEPA Documentation, Savannah River Site, Aiken, South Carolina Various Wetland Permits and Replacement Plans, Minnesota Overview: CONSUInNG GROu , INC Ms. Bot has nearly 2 years of experience in environmental science and environmental law. Prior to joining SRF, she served as an environmental regulation and compliance specialist for the University Courtnay Bot of Minnesota Department of Environmental Health and Safety. Environmental Planner Ms. Bot's experience also includes serving as an environmental science intern for an engineering company and for the Minnesota Department of Natural Resources. Her Bachelor of Science degree was a self- designed program combining civil and environmental engineering, environmental science and geology. Selected Project Experience: Areas of Expertise: Legacy of Apple Valley Environmental Assessment Worksheet (EAW), Environmental Assessment Apple Valley, Minnesota Worksheets Legacy Village of Maplewood Alternative Urban Areawide Review Environmental Assessments (AUAR), Maplewood, Minnesota Environmental Impact Statements I-94/TH 10 Interregional Connection Draft Environmental Impact Social, Economic and Statement (ELS), Becker to St. Cloud, MN Environmental Impacts Split Rock Lighthouse Visitor Center Project Memorandum (PM), Lake Assessment County, Minnesota Project Memoranda Minnesota History Center Transportation Exhibit, Minnesota Historical Agency Coordination Society, Saint Paul, MN Federal Funding Applications g pp County Road 116 Access and Corridor Study, Anoka and Ramsey County, Minnesota Education: CSAH 9 (Round Lake Boulevard) EAW, Andover, Minnesota J.D., Environmental Law, William Abbott Northwestern Hospital Campus EAW, Minneapolis, Minnesota Mitchell College of Law, 2000 TH 7 Trail Crossing PM, Victoria, Minnesota B.S., Environmental Science, Cedar Grove Alternative Urban Areawide Review (AUAR), Eagan, MN University of Minnesota, 1997 Blue Cross/Blue Shield East Campus AUAR, Eagan, Minnesota Wells Fargo Home Mortgage Campus EAW, Minneapolis, Minnesota 105th Avenue North EAW, Brooklyn Park, Minnesota TH 5/CSAH 30 Environmental Assessment (EA) Study Report, Waconia, Minnesota DM&E Railroad - Comments on DEIS, Blue Earth County, Minnesota I-494 Reconstruction Final ELS, Southwest Twin Cities, Minnesota TH 242/CSAH 14 Access Improvements, Anoka County, Minnesota I-94/TH 10 Regional Connection Scoping Document, Becker to St. Cloud, Minnesota Wakota Bridge (Mississippi River) Major Investment Study (MIS) and EA, Southeast Twin Cities, Minnesota Midtown Greenway Phase II Project Memorandum, Minneapolis, MN TH 53 at DWP Railroad Bridge Replacement EA, Virginia, Minnesota The 106 Group Company Profile The 106 Group is a leader in cultural resources planning and management. We provide r technical expertise in the fields of archaeology, history, GIS/GPS, Section 106 and other preservation laws, processes, and consultation. The staff of The 106 Group represents a broad range of technical expertise and experience. The combined skills of our staff enable us to offer a comprehensive, multi -disciplinary ■ approach to each project. We have developed a regional and nationwide reputation for high quality work that is professional, friendly, and offers innovative solutions to complex . challenges. The 106 Group has received national recognition as a leader in exploring new ways of integrating the study of archaeology and history with the latest technologies to improve the studies and streamline the process. N We are currently celebrating our tenth year in providing quality and ! personal service. The 106 Group is owned and managed by Anne and David Ketz. Anne Ketz serves as president and directs all academic studies. Her career in cultural resources management extends over 20 years. Her experience covers the United States, Great Britain, India, Israel, and Canada. Anne has a recognized expertise in state and federal preservation law. David Ketz serves as the CEO and oversees all business operations and leads the research and development of applying new technologies to the field of cultural resources management. David was one of the founding members of the American Cultural Resources Association. The 106 Group is registered as a Women's Business Enterprise (WBE), as a Targeted Group Business (TGB) with the State of Minnesota, as a Targeted Vendor with the City of St. Paul/Ramsey County, and as a Small Business Enterprise (SBE) ■ with the City of Minneapolis/Hennepin County. The 106 Group is located in St. Paul, Minnesota, and provides the following services: ■ Preservation law and process Archaeology ■a Architectural history • Cultural tourism Historic preservation ■ Public history Tribal consultation • GIS/GPS rI u Non4mnnable Rom Item Folder Number Folder Name Job Number Box Number S �" Insen City Logo Here CHANHASSEN City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317-0147 REQUEST FOR PROPOSALS To conduct the TOWN AND COUNTRY DEVELOPMENT PROJECT ALTERNATIVE URBAN AREAWIDE REVIEW The City of Chanhassen is seeking proposals from its consultant pool for the completion of an Alternative Urban Areawide Review (AUAR) that identifies potential impacts from future urban development in a portion of the City of Chanhassen. The proposed AUAR area is in south central portion of the City within the following boundaries: Proposed Trunk Highway (TH) 212 on the southeast; Lyman Boulevard (County Road 18) on the north; and Audubon Road (County Road 17) on the west and contains approximately 650 acres. Anticipated urban development addressed by this AUAR includes residential, warehousing, tight industrial, office and support commercial development and its associated infrastructure (roadways, sanitary sewer, water, storm water, schools, and parks/open space, fire station site, and future municipal water tower site). This Request for Proposal (RFP) is the result of the proposed' Town & Country" development on approximately 80 acres near Audubon Road (CR 17). This development meets the statutory requirements for and Environmental Assessment Worksheet (EAW). In lieu of an EAW, the city is proposing an Alternate Urban Areawide (AUAR) be performed for the city's 2005 MUSA area. Proposers are to provide a detailed environmental development assessment for the "Town & Country" development (see attached Exhibit A) with sufficient detail to allow the City to consider approval of the project. The RFP requires the consultant to complete an AUAR for the entire 650 -acre study area (see Exhibit B). This AUAR shall meet the requirements of Minnesota Rule 4410.3610. Traffic movements and trip generation will be a major factor of the AUAR due to the potential impacts on the state and county highways surrounding the study area. The consultant's proposal shall include two separate cost estimates: preparation of an EAW for the Town & Country development only through the review process and preparation of an AUAR including the Town & Country development through the review process. The City will review the general qualifications of consultants who submit a proposal using the following form Based upon the RFP responses, the City will select a consultant to conduct the AUAR. Consultants selected to participate in the RFP process will be expected to have expertise in the following areas: timely preparation and approval of environmental assessments (AUARs, EISs, and EAWs), land use planning, municipal engineering, transportation planning, storm water management, resource protection, recreation and urban development. Please complete the following questions and submit your responses no later than 4:30 p.m. on Friday, February 28, 2003 to: Kathryn R. Aanenson, AICP/Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 G:\PLAMBG\2005 MUSAWpfo Am Chanhassen, MN 55317-0147 (phone)9521227-1100 (fax) 952/227-1110 NOTE: Fifteen (15) hard copies of the proposal are to be submitted to the City. Only material supplied in direct response to the attached questionnaire will be reviewed. Additional information submitted will be discarded. The complete response must be ten (10) pages, according to the format presented on the RFP. The selection of the consultant who will be invited to complete the AUAR may be made by March 10, 2003. All firms responding to this request for RFP will receive a list of the funis who responded and the funis selected to participate in the AUAR process. The City wishes to complete the AUAR by July/August, 2003. GAPt.AMM2005 MUSA4fpfa .doc o2006 Westwood Professional Services, Inc. SEE SHEET 6 SEE SHEET 6 Call 48 Hours before digging: �., GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 3 W W Cn W iw 0 CI W , Cn Q LBCZNn: DENOTES SOIL BORING DENOTES PROPOSED STORM SEWER — — — — DENOTES GRADE BREAK LOCATION DENOTES DRAINAGE BREAK DENOTES SILT FENCE - - (H.P. IS 0.5' LOWER THAN DENOTES HEAVY DUTY SILT FENCE LOWEST ADJACENT PAD) -- 980 DENOTES EXISTING CONTOURS DENOTES EXISTING TREE LINE �-980 DENOTES PROPOSED CONTOURS x 994.6 DENOTES EXISTING SPOT ELEVATION DENOTES POND NWL x 994.6 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING 100 -YR. DENOTES BIO -ROLL EROSION CHECKS FLOOD PLAIN BOUNDARY DENOTES EMERGENCY OVERFLOW DENOTES PROPOSED 100 -YR. E F ELEVATION 0' 50 100 150 FLOOD PLAIN BOUNDARY DENOTES EROSION CONTROL BLANKET NOTE: LOWEST FLOOR ELEVATION = 894.00 x-xx The Preserve Date. 06/05/06 Sheet: 7 OF 13 . Westwood Professional Services, Inc. I bavby owW Wx pla `^r PrWT'd by m° a mrda my Ravidonx Prepared for. at Bluff Creek 7699 Anagram Drive dbad supavldon and thud I m • duly Hc®sed PROPMWNAL DW4A@ : Eden Prairie, MN 55394 104mea Of The Ryland GroupGra g, Drainage 81c PHONE 952-937-5750 Y 1st Addition Erosion Control Plan FAX 952-937-5622 �— adv°° TOLL FREE f-eea937-s�so J+>�+ A. 7599 Anagram Drive Rswd Aped a by/data VVestvamd www.westwoodpscom DNa 06� Lteme Na 43922 Bdeil Prairie, Minnesota 55344 Chanhassen, Minnesota 06/12/2006 15:39 FAX 9522266024 RYLAND HONES U002 T_ j JOB NUMBERS JJ KLTT'G a - I Rocs le �I >� D>. 2Yy J7r V -C d0 utr\�tt Lc -,<- AI -c,1 -C, YGSS I SCu�iSS� �� I I I RYLAND HOMES t RYLAND HOMES 5 /06 AT1oriff—I THE PRESERVE A T BLUFF CREEK 1ST ADDITION KNOW ALL MEN BY THESE PRESENTS.` That the Ryland Group, Inc., a Marytand Corporation, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: The East Half of the Southeast quarter of Section 22, Township 116, Range 23, According to the U.S. Government Survey thereof, Carver County, Minnesota. Abstract. CHANHASSEN, MINNESOTA This plat of THE PRESERVE AT BLUFF CREETK 1ST ADD177ON was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of 20. and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated this plat, according to Minnesota Statutes, Section 505.02, Subd. 1. CITY COUNCIL OF CHANHASSEN, MINNESOTA Have caused the same to be surveyed and platted as THE PRESERVE AT BLUFF CREEK 1ST ADD177ON and do hereby donate and dedicate to the By By public for public use forever the lanes, drives, circles, way, pass and also dedicates the easements for drainage and utility purposes as shown Mayor Clerk on the plat. In witness whereof said the Ryland Group, Inc., a Maryland Corporation, has caused these presents to be signed by its Proper Officer this day of 200 The Ryland Group, Inc. M Wayne Sooyan, Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200_, by Wayne Soojian, Vice President on behalf of the Ryland Group, Inc., a Maryland Corporation. By Notary Public, County, Minnesota My Commission Expires I hereby certify that l have surveyed and platted the property described on this plat as THE PRESERVE AT BLUFF CREEK 1ST ADDIT70N; that this plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot, that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat, and that there are no wetlands as defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than as shown. By. Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20. by Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, County, Minnesota My Commission Expires COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20 21A John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that the taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20 51 COUNTY RECORDER, Carver County, Minnesota Mark Lundgren, Carver County Auditor I hereby certify that this plat of THE PRESERVE AT BLUFF CREEK i.ST ADDITION was filed this day of 20 at _ o'clock —.M. as Document No. By Carl W. Hanson Jr., Carver County Recorder CITY OF CHANHASSEN RECEIVED JUN 0 5 2006 SSEN PLANNING DEPT Westwood Professional Services, Inc. Sheet 1 of 3 sheets THE PRESERVE A T BLUFF CREEK 1ST A DDI TION 60 0 60 120 160 Scale in feet S03° C? O 1u 'N J, a S03°26 53"W yj 23.00 —T � Drainage and Utility Easements are I I o I I I I I I I p I a I Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right—of—way lines as shown on the plat. The west line of the East Half of the Southeast Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, is assumed to bear S01 °0607"W. Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 Denotes 1/2 inch by 14 inch iron found and marked by License No. unless otherwise indicated. No monument symbol shown at any statute required location indicates a plat monument that will be set, and which shall be in place on or before the 15th day of July, 2007. 111 Professional Services, Inc. Sheet 3 of 3 sheets THE PRESERVE A T BLUFF CREEK PLAT FILE NO. C.R. DOC. NO. _ 1ST ADDITION A /IA/ 4 / A /l r- T/1 5' IV 7 / q ^r-/\ r> 7- I I VVV. I / `Y Vl ! %7L_ a'YY. I / `Y ..,'L_v. L\i, Tl Ir - ...'VY. I / `Y V1 1 �7 L_ JVY/L- STONE �v, T / l \/. Lei NO1005'1 71EJ 2629.71 STONE 1558.61 MONUMENT Found iron / 4.56 71.99 _ _ EAST LINE OF THE — Pipe LSf 1983 26 16 0_46 p400 sem\ \ \c p0/�� \ N37o' — —7.90 874.55 E. 1/2 OF THE SE. p 536°2843"W /°��g\ oho �o psR vo3 jgo R=660.00 1/4 SEC. 22 C.B•- •OR >60 / 6 c, 6=0041'07' �k 5 28 9 Q`6o�>0 / RO C.B.-S31 56'14"W R �°�' sr �� 4 �N s%cam 65 (n Ci =--i 7920-� a W O 60..019 I I I I I I I I The west line of the East Half of the Southeast Quarter of I I Section 22, Township 116, Range 23, Carver County, I i I I Minnesota, is assumed to bear S01 °06'07"W. O Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron monument found and marked by License No. 23021 unless otherwise indicated. No monument symbol shown at any statute required location indicates a plat monument that will be set, and which shall be in place on or before the 15th day of July, 2007. s° L� o� 0 ho°rte\ ro M 2 3 4 4 6 VS OF �`S`iFo2 , \ 7 /os�e RSR9\ ?9 8 F\ LIT, sem! 9 ssr O u �O 3 024 10 0o c 2 4 � 2 1 5 n /I Ii 5 12 I VI N \ 15 16 6 7 8 CARVER 4 / COUNTY 3 3 N13 o 5 144.52 CAST IRON Og E' SO500838"w MONUMENT — I 60. I I /16.00 1^E I I ` 03°26 53"W — X23.00 CJ I I I S86 033'07'E Jr �, 7 W —10.00 ^ O SO3026 53"W �D 0o C ) ^� No fti LIJ C J- J <= c_ I f o N <� \ J F1W� I aal a�cn I WWI I I Wol I dol I WPI I I Q -I Q I I I I J I I I I � I I I o iq UI I C,) I I c, II I < ' I I aNI tiW I ��I aol 30l Z�I \\t Ct (o I ora THE PRESERVE A T BLUFF CREEK PLAT FILE NO. C.R. DOC. NO. _ 1ST ADDITION A /IA/ 4 / A /l r- T/1 5' IV 7 / q ^r-/\ r> 7- I I VVV. I / `Y Vl ! %7L_ a'YY. I / `Y ..,'L_v. L\i, Tl Ir - ...'VY. I / `Y V1 1 �7 L_ JVY/L- STONE �v, T / l \/. Lei NO1005'1 71EJ 2629.71 STONE 1558.61 MONUMENT Found iron / 4.56 71.99 _ _ EAST LINE OF THE — Pipe LSf 1983 26 16 0_46 p400 sem\ \ \c p0/�� \ N37o' — —7.90 874.55 E. 1/2 OF THE SE. p 536°2843"W /°��g\ oho �o psR vo3 jgo R=660.00 1/4 SEC. 22 C.B•- •OR >60 / 6 c, 6=0041'07' �k 5 28 9 Q`6o�>0 / RO C.B.-S31 56'14"W R �°�' sr �� 4 �N s%cam 65 (n Ci =--i 7920-� a W O 60..019 I I I I I I I I The west line of the East Half of the Southeast Quarter of I I Section 22, Township 116, Range 23, Carver County, I i I I Minnesota, is assumed to bear S01 °06'07"W. O Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron monument found and marked by License No. 23021 unless otherwise indicated. No monument symbol shown at any statute required location indicates a plat monument that will be set, and which shall be in place on or before the 15th day of July, 2007. s° L� o� 0 ho°rte\ ro M 2 3 4 4 6 VS OF �`S`iFo2 , \ 7 /os�e RSR9\ ?9 8 F\ LIT, sem! 9 ssr O u �O 3 024 10 0o c 2 4 � 2 1 5 n /I Ii 5 12 I VI N \ 15 16 6 7 8 9 4 / ZN� 3 3 N13 o 5 144.52 508` Og E' SO500838"w h ory65 /16.00 1^E 25 ` 03°26 53"W — X23.00 \�-40.00 I S86 033'07'E Jr �, 7 W —10.00 ^ O SO3026 53"W �D 0o C ) ^� No fti LIJ C J- J 60.00 c_ S03°26 53"W I 2561.47 S01006'070W 2621.47 1A/ 7 r- —C- 7 YV. I / L k// /rTL_ 100 0 100 200 300 Scale in feet 10 WEST LINE OF 77 -IE — E. 1/2 OF THE SE. / 1/4 SEC. 22 1 R?s Westwood Professional Services, Inc. Sheet 1 of 3 sheets p�N 0 ZN� � Ld c � n I �D 0o C ) fti LIJ C J- J c_ I <� R?s Westwood Professional Services, Inc. Sheet 1 of 3 sheets 12006 Westwood Professional Services, Inc. for ucti Sanitary Sewer, and Streets Water Main, Storm Sewer f o r The Preserve at Bluff Creek 1st Addition Chanhassen, Minnesota Prepared for: The Ryland Group 7599 Anagram Drive Eden Prairie, Minnesota Contact: Brian Sullivan Phone: (952) 229-6046 Fax: (952) 229-6024 Prepared by: W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 Westwvood www.westwoodps.com Project number: 20031110 Contact: Justin A. Larson 55344 Vicinity Map Pew fig. � DR. GAkWGODPZQ o� RIAGf I v g. f W. 4 A CREE VIEW �O LAKE CT. RENAI SANCE r CT CT.� SAN 6. Lake C7fi �17 LAKE t, \ 4iv- c HER NM i. \GPa Ev14 DOVECT. 35. MALLARD j u e ti CT a �C,\e� r `•`F6glDGE OR TR. J a u^i ` � ER CT� "HILLS DRt . yl VALLEY ¢ THRUS r 55 RIDGE ¢ ,� CT. PL > > d SF+ �f'!'CO 4� CT BARBARA' Pis v� a SUNQl CT. SVS �SJSP T cT. 17 w �9 P� cti\yS 9 LTINE 18 m ? OQ� N CT, LYMAN BLVD. N ` 18 5 SITE �I 17 it q T116N R23W 2423 27126 J Z o ti w d' q 3 oo� (Not to Scale) 17 J0 - NO. DATE REVISION SHEETS CITY OFC RECEIVED JUN 0 5 2006 Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 1st Addition Chanhassen, Minnesota Date: 06/05/06 Sheet: 1 of 13 CL ' 20031110CVF01 INDEX SHEET NO. DESCRIPTION 1 COVER 2 OVERALL PLAN w/LIGHTING & SIGNAGE 3 SANITARY SEWER SANITARY SEWER & WATER MAIN & WATER MAIN - DRUMLIN DRIVE NORTH - BETHESDA CIRCLE 4 5 SANITARY SEWER & WATER MAIN - MELTWATER LANE & PEMBROKE PASS 6 SANITARY SEWER & WATER MAIN - RIVER ROCK CIRCLE & GREEN AREA 7 STORM SEWER & STREET CONST. - DRUMLIN DRIVE NORTH 8 STORM SEWER & STREET CONST. - BETHESDA CIRCLE 9 STORM SEWER & STREET CONST. - MELTWATER LANE & PEMBROKE PASS 10 STORM SEWER & STREET CONST. - RIVER ROCK CIRCLE 11 DETAILS 12 DETAILS 13 DETAILS Vicinity Map Pew fig. � DR. GAkWGODPZQ o� RIAGf I v g. f W. 4 A CREE VIEW �O LAKE CT. RENAI SANCE r CT CT.� SAN 6. Lake C7fi �17 LAKE t, \ 4iv- c HER NM i. \GPa Ev14 DOVECT. 35. MALLARD j u e ti CT a �C,\e� r `•`F6glDGE OR TR. J a u^i ` � ER CT� "HILLS DRt . yl VALLEY ¢ THRUS r 55 RIDGE ¢ ,� CT. PL > > d SF+ �f'!'CO 4� CT BARBARA' Pis v� a SUNQl CT. SVS �SJSP T cT. 17 w �9 P� cti\yS 9 LTINE 18 m ? OQ� N CT, LYMAN BLVD. N ` 18 5 SITE �I 17 it q T116N R23W 2423 27126 J Z o ti w d' q 3 oo� (Not to Scale) 17 J0 - NO. DATE REVISION SHEETS CITY OFC RECEIVED JUN 0 5 2006 Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for The Preserve at Bluff Creek 1st Addition Chanhassen, Minnesota Date: 06/05/06 Sheet: 1 of 13 CL ' 20031110CVF01 �D 0 0 N N N If7 '07 0 wwi % WM 0 0 N 0 U c:2006 Westwood Professional Services, Inc. 935 OEM 9 905 We 0' 50' 100' 150' 8" PLU OUTLOT E I in Drive No Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX I DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S 2006 STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE ONE INCH TYPE K COPPER W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937.5150 FAX 952-937-5822 TOLL FREE 1-888.937-5150 Westwood www.westwoodps.com v.,v I vvv I II 10 9 8 7 6 6 5 4 3 2 1 0 910 46111 MOP] 20031110UTF01.DWG The Preserve Date: 06/05/06 Sheet: 3 OF 13 I hereby certify that this plan was prepared by me or under my Sanitary Sewer duet[ supervision and that sm a duly limned PROFESSIONAL >:e�o� r� Prepared for. at Bluff Creek e ENaINI�t of a bate of hdnnesota Chadkok The Ryland Group J,� an Water Main ~— °� BAT 1st Addition Construction Plans Jnsttn R.cma �a byid� 7599 Anagram Drive Dam 5/06 yi m No. 43922 Eden Praire, Minnesota 55344 Chanhassen, Minnesota Drumlin Drive North F— V) fn U (L V C17 M (`5 0 0 0 N 0 m 3 75 F- 7 a C1 14- M x (U (U L7 z W / W W 11 0 fa fY W F7 13 O 0.l M U U W E3 0 ra z Q J U m2006 Westwood Professional Services, Inc. 100' 150' Q 921.5 \�ti 921.5 5 WYE=0+33 WYE=0+05 918.5 6 WYE=1+75 // 7 U 113 921.7 A 1 WYE-0+11Y\\�\\ L 8„-450 � � BEND BEND WYE=0+57 _ f / r { / / hIYD. / 9 W/AUX. VAL / 9105- � N, H-2 8"x 6" TEE / .GRND.EL: 1923.61 WYE=0+07 —26 VA/VI C-11RA j 912.3 WYE=1+00 WYE=0+60 � MH -24 5MH-23 n W7E=1+60 � t� 'A, a/"I MH -22 1 912.5 �SFF \`6" PVC SANITARY 6 � StRyICE (TYP.) / 6 / 7 $o '5 �Q 'a- k j 7 4 8 MH -21 5 ll (r _ 6 T .1 7 /�• 7 I hereby mrtify that t}iia plan was prepared by me or under my dtreet supervision and flat a duty Iicenead PROFESSIONAL HNCIN= oft State 910.0 � WYE=0+16 iv —45° BEND —11” COPPER SERVICE °-11 1/4° BENDI - fL GENERAL NOTES: EDINVERT SANITARY SEWER SERVICE ED INVERT ®END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S 2006 STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE ONE INCH TYPE K COPPER The Preserve >=�o� DOW& ,AS Prepared for. at Bluff Creek JAL The Ryland Group 1st Addition 17nwa BAT o 7599 Anagram Drive Recaad Dsawlsill; Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888.937-5150 Westwood w .westwoodps.com of Minnesota. License No 43922 r ty / 12 I I I I ! If 11 ! / 11 Il f I I t i I I 1 1 — 8" G.V. 8 by/data Eden Praire, Minnesota 55344 Chanhassen, Minnesota Date: 06/05/06 sheer. 4 of 13 Sanitary Sewer and Water Main Constru ction Plans Bethesda Circle F- V) U f lL 00 M M 0 0 0 CU 0 m 3 a a v x x N to to z W i Ld w i LD3 n i w A 0 w i c� U U W 0 0_ z z Q J U c2006 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 1 j v ( /" / • Mn. Toll Free 1-800-252-1166 CIDV �_`�/ �_ 8 JJ( ( 4 ~) // g l tJ /!� 2 ! /!�-- ----- --- - - ---^ j(l l /ff OGENERAL NO T ES: (v 2 DRAINAGED UTILffY-( - -------- 3 EASEME(TYP.) DENOTES SANITARY SEW ER S ERV ICE 2 INVERT ®END OF STUB5 10 4 $ DENOTES SANITARY SEWER SERVICE WYE 1COPPER SERVICE JLOCATED ON MAINLINE FROM W/CURB STOP (TYP3 DOWN STREAM M.H. MH -3 L_J�6 FLAG HYDRANTS.�17 l1 3 J 8" G.V. MH -11 9 EXTEND RODS ON DEEP VALVES. DRAINAGE AND UTILITY 8� / EASEMENT (TYP.) �(� 4 ^ G.V. ( WYE=0+54 j ( 907.5 (1 1 ✓ �x ALL DROP MANHOLES TO BE CONSTRUCTED // ♦ t 11 40 2 MH -12 L o i WYE -1+18 I 911.1 / �� / USING OUTSIDE DROPS. ' (�\ 8/ 1171 1/4 BEND j (� ( O 7 7 ALL UTILITY WORK SHALL BE IN / ------ �J / J 1 1 WYE -1+79 / � � � � � j�� _ - ACCORDANCE WITH THE CITY'S 2006 / - - - - - -` / ( / j / WYE=2+39 / STANDARD SPECIFICATIONS AND f PER SERVICE! j / <v�/ DETAIL PLATES. _/ -__W/IL' IRR STOP (TYP ;( F g 8"_11 1/4p,' ALL SANITARY SERVICES AND WYES / \ BEND I lr Tc L MH -12 1 !! 5 �r rv`' 8"' 0VC C VC SqN 2 l BEND SHALL BE 6" PVC SDR 26 y�F I I I r -_ ! f - - - - - �1 !! MH -15 7 !" / 900 1 /J i ALL WATERMAIN SHALL HAVE 7.5' �: Al I ' r I MH -1 ! _ - _ - _ ! / / I _,, / / MINIMUM COVER l 1 �L17 893.5 I I l r, £ B^ p�C �/ MH -14 6" PVC SANITARY / MYD` �_ s ALL DISTURBED AREAS SHALL BE SEEDED 5 1 1 1 1 8" P SqN SERVICE (TYP.) ! ! 7 �� AND MULCHED OR SODDED IMMEDIATELY 893.5 I I ^ ,., _ VC c � l ! hV/AUX. VALVE � , � � C9p p pe Ip / ! / / / 9'-6" PVC ! ! X x TO MINIMIZE EROSION 896.8 i ! 1TEE I'I'M t YD. % ! ! / 900.2 t / 8"x 6" TEE�\ --- / J E=0+40 / / GRIND. EL.- 35 / `MH -16 `J ALL CONNECTIONS TO EXISTING W/AUX. VALVE �/ WYE -0+28 / / / ` STRUCTURES MUST BE CORE DRILLED. \ 1 t 2 WYE=1+60 O I 8 x 6 REDUCER - j / 1 �/ 904.9 /! / O \ V I 8"-11 1 4o BEND - G.V. 895.2 1 / - GRND. EL.=912 2 909.8 j / / r ALL WATER SERVICES SHALL BE ONE I 2 / WYE=0+90 /`. !l WYE -1+49 912.9 INCH TYPE K COPPER 897.7 I I I 7 ! V I ) I I ( ( i ^ 4 I WYE=0+35 I I 16 SANITARY _i ry 4 I! I I 896.7 I I j SER C (TYP.) '__j r L 5 1! 5 I WYE=0+95 i j 896.3 / 1 _ / - / � l WYE032 =+/ 7 1y, SF 1 3 L---- 0' 50' 100' 150" Meltwater Lane Pembroke Pass 5° °°` 150' 915 925 __: _:. :.: _: _:.:. _:.. ___:. _.._:.:.:.:. 925 915 _ _ _ _ __ _ FINISHED: C/L GRADE 910 920 _:.:.:.:. ...:.:.: i....:.:.� .:OSTM 920 910 _ _ _ _ _ _.. ... ........ CA SUBGRADE 403'- FINISHED CA :GRADE -)r:PVC C900 905 915 _ _:.:. _: WA RM 915 905 _:.:.__ _ _ _ .......... ..... ........... _ _ _........... _ _ _ ......._ _ _ 7� I�InIA�coWER . _ _ i C/L SUBGRADE 5.TM .: ... .............. ...........:...... ...... -..:. r .....:. . X-ING - 488'-8" PVC C90o 900 910 _ _ _...:.91.0. _ _. _ _ _ 900 _....... _... _.._.... .. :..... _..._: _ _...... _ ......... ........... _ ......... _ STA.3+18: _ WATERMAIN O=923 3 7.5: MIN. COVER: .. RE 2 IE: =912.32 -14 . . rsmIA.4+61 _895 905 X-ING 6 ..: _: _::: _ 905 895 w _ .....: =906.98 ........ ................ .. .... ..... .... 124 -8 :PVC 2 8 PVC 2% R 35 ® 0.41% I (N)=895:98. .: SDR' 5 ®0.44% MH -12 SDR 35:p 0.5 251 -8 PVC S..: STA.2+84:: ::::::::::::.. �:::: ..::.:.:...: :::.:::::::::.::::...: :......::i:.... G �QR .. .33.8.. PVC . ........ ......... MH .1 QJ ... . 00.39% RE =905.92 STA.4 9 =89 02 MH -3 E (S,E) RE 8.01 $i�� - 890 ... 900...: _ _ _ _ _ _ 890 STA.0+00._.....: ...:.......MH..7.�. ...:::. .. =894. _ ...... _... IE (S} 89577 ... _..... .... . RE =905.29 STA.Oi 33 !y�, 900 W E =893.59: RE IE (S .. ) 93.49:::....:IE :(S)=893,82 .......:.... ...... ...... . IE: (NW) 8 IE (NE)=893.72 MH=12 MH -13. 885::. 895 STA0+00 p vC STA:Q+71 _.. _. .......... 885 .:._ _ _ _ _:.:...... ..... _ . ..:................ _ ,.ya F 3�... _. _ _ _._ 895 905.92 ' 1 RE 07 6.8... E (S,E)=895.03: R IE (E)=896.78 R3 IE (N)=894:92: ' . IE (W)=896.68: 880 880 890 890 0 1 2 3 4 0 1 2 3 20031110UTF03.DWG The Preserve Date: 06/05/06 Sheer 5 OF 13 . Westwood Professional Services, Inc. I hereby rrrtify that this plan was prepared by me or under my Reviattmv Prepared for. at Bluff Creek Sanitary Sewer 7699 Anagram Drive direct sapveidon a duly licensed PROFESSIONAL Dadb11� IAS Eden Prairie, MN 55344 RNGQJ®t la of a State of Minnesota. The Ryland Group JAL an Water Main PHONE 952-937-5150 ---- 1st Addition FAX 952-937-5822 �� RATDrive Construction Plans TOLL FREE 1. M M-937-5150 Justin A. Raomd Dmong bv/� 75ra Anagram ota Westwood www.westwoodps.com D4Ec 06/05/06 Umm No. 439 Eden Praire, Minnesota 55344 Chanhassen, Minnesota Meltwater Lane and Pembroke Pave m 3 H a a v x x N N LD Z W / CL W l7 A W A O W m V) U W O a. d a7 3 75 H a O_ r1 x Cu (U l7 Z W W W L7 A Lj W Q Of E3 0 w M to U U W 7 O lY 0_ A Z W / (o2006 Westwood Professional Services, Inc. 0' 50' 100' 150' 7 / / `----------- 3 O+ GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY • MIN. 9" CLASS 5 UNDER C & G • HOLES TO BE PRE—CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE INSTALLED BY CITY. 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S 2005 STANDARD SPECIFICATION AND DETAIL PLATES CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 The Preserve Date` 06/05/06 sheet 8 of 13 W Westwood Professional Services, Inc. I hereby cartify that this Plan -a. Prepared by n'° or —der my Rov Prepazed for. at Bluff Creek inkms:MI,,, Sewer 7699 Anagram Drive direct aupavldon and I am a duly licensed PROFESSIONAL 7A8 Eden Prairie, N 55344 ENaA1B8R V`s' the State of Minnesota. �: JALThe Ryland Group an Street PHONE 952-937.5150 FAX 952-937.5822 R^= 1st Addition TOLL FREE 1-888-937-5150 just11L Construction Plans 7599 Anagram 1Dnve Wedeao:d DRnrlej by/dtls www.wesri000dps.com Date �0.5�06 i� Nax0. •11.3922 Filen Praire, Minnesota 55344 Chanhassen, Minnesota Bethesda Circle m 3 H C CL a v x x N N L7 Z W / CL W 11 l7 A tY W A R1 M N H U W E3 O <L Q Z J 1-- r7) Fa U f M OJ NO O CD (U Cl) 3 75 V O L� H - F7 CD O CD O 0 N m 3 / V V 0 (U CD O (U .■ a2006 Westwood Professional Services, Inc. N BUTTRESS DIMENSIONS WATER Tyler No. 6860 v PIPE 22 1/2° BEND 450 BEND 1900 BEND/TEE c y Di 82 D2 1 03 D3 F 0 1r-5" V-5" ,. 5,. 2'-1" ,. 6" `e O U V-5- 2 -1" ,• 6" 2'-8- oris 5' 3 I V-10" 3 4'2' 0" 4' 9' 2'-S" 16" `m s 2'-0" 3'-10" 3'-0" 6' to have flat top edge sealed with 20" 3'-6" 2'-B" 5'-6'3'-4" a 8'-4" (HYDT) 24" a 3'-0 " 6'-10 " 3'-10' R/W 5'-0" 30" z am < TOofx < w 9'-3" R/W 17'-0 6'-0" m S" DIP 0" ring rubber gaskets. NOTE: ALVE ADAPTER: 1 4' 10' 4-0 Typ. to tee section Precast concrete section 1. Koh -n -seal monhole or equal. q S° z�s wD0 ic 0 NM \ NOTES: �za m 5" Horseshoes filletl MH Gate valve location In ALVE ADAPTER. on projection of x the traveled roadway a witness N '•' a property line. R/W R/W NOTE: Jm All dead ends to be Manhole steps, Neenah R1981J or a mZ.- extended a minimum of �m �_,p oneP P a length beyond nd 9 equal, 16" o.c., Aluminum steps NOTE: I sed 9 ate valve and co to Water main to be on with plug tied back to approved. north and west side tee. Go m of center line. Unless Q wa1Z0 Minimum slab thickness, 6" for 14' hydrants pose conflict <' 0 ZmU with proposed sidewalk. CITY OF TYPICAL CHANHASSEN INTERSECTION REVISED: DATE: 2-97 PLATE NO.. 1001 FILE NAME:393_1001 z Un aFo and reinforce with 6'z6" 10/10 mesh. ,nO�a= ciplz ww CL PL Variable 9' io z c yf� Plugged End �1/8 Bend m m 6" PVC SDR -26 Pipe Min. Slope 1/4" Per Foot J 2"x2" Marker �1/2 Pipe Diameter Min. See Note 2. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL W Depths of ' Hipe Sewer Main f Services to Used in with Plastic p P es Feet. Cover with Less Than 16 Feet. NOTES: 1. Solvent Weld oil Joints. (Non Gasketed) Sanitary Sewer Service is no t Accompanied b a Water Service in 2. When S P Y Y the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top of Post Florescent Green. 3. Cleanout Required an Private Property if Distance from Main to House Exceeds 90 Feet. 4. All pipe shall be bedded on granular borrow 314A or course filter aggregate (3149H). CITY OF TYPICAL SANITARY CHANHASSEN SEWER SERVICE REMSED:2-991-a4 DATE: 2 ^7 - J PLATE NO.. 2001 FILE NAME: 393_2001 REVISED: 1-00, 1-03 DATE: 2-97 CITY OF 24"x36" slab opening for Neenah 83290-L or equal NOTE: L grate shown Neenah R3290 -L costing and grate or equal. Minimum of 2 maximum of 5 3" Radius PLAN concrete adjustment rings with full _� beds of mortar. 6" Conc. collar Precast concrete or HOPE adjusting rings. 6" precast reinforced concrete slab. Vari s Va i6 Top of barrel section below top slab to have flat tap edge seated with 2 beads of Romnek or equal. Varies All joints in manhole to have "O" ring rubber gaskets. 4 D" Typ. D Precast concrete section Z zManhole steps, Neenah R1981J or 5. equal, 16" o.c., Aluminum steps n approved. Doghouses shall be grouted on both the outside and inside. u NOTE: a.Q No block structures are allowed. Minimum slab thickness, 5" for 14' o ° depth. Increase thickness Y for J6^ each 4' of depth greater than 14', and reinforce with 6"W' 10/10 mesh. ° SECTION No drain holes CITY OF CATCH BASIN CHANHASSEN MANHOLE WITH SUMP RPOSED:1-00.1-03.1-04 GATE: 2-97 PLATE NO.: 3104 FILE N4ME: 393_3104 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 NOTES. 1. Shape of back of buttress may vary as long as pourer against firm undisturbed earth. 2. Dimension C1 C2 C3 should be large enough to make angle 0 equal to or larger than 45°. 3. Dimension A1,A2,A3 should be as large as possible with0 ut interfering with MJ bolts. 4. G = 450 Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 9 - See n° PLAN 90' BENDS CONCRETE SPAI 0 RE E CONTACT W THIS QUADRANT OF PIPE PLAN 45' BENDS 0 - See SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE THRUST CHANHASSEN BLOCKING REVISED: DATE: 2-97 PLATE NO.: 1002 FILE NAME: 393_1002 CL Id N c ° Bend as Needed plug_ FEm � Min. Slope = 1/4"/Ft. Limits of Excavation 2"x2" Marker 6" PVC SDR -26 wye & service line. -: Tamped FIII Tee or Wye and 450 bend 1 CY. concrete encasement. Sanitary Sewer NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench. Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Dlstc".ce from Main to House Exceeds 90 Feet. CITY OF SANITARY SERVICE CHANHASSEN RISER (GREATER THAN 16' DrEEP) ,t -Ob -Oa 1-02DATE: 2-97 PLATE NO.: 2002 24"x36" slab opening for Neenah R3290 -L or equal NOTE: L grate shown Neenah 83290-L cast) grate or equal. PLAN Minimum of 2 maximum collar concrete adjustment beds of mortar. F& BUTTRESS DIMENSIONS WATER Tyler No. 6860 Y PIPE 22 1/2° BEND 450 BEND 1900 BEND/TEE SIZE B1 Di 82 D2 1 03 D3 6' ,.-5" 1r-5" V-5" ,. 5,. 2'-1" ,. 6" B. 1' 5" V-5- 2 -1" ,• 6" 2'-8- 2' 0" 12" 1'-10" V-10" 3 4'2' 0" 4' 9' 2'-S" 16" S-0" 2'-0" 3'-10" 3'-0" 6' to have flat top edge sealed with 20" 3'-6" 2'-B" 5'-6'3'-4" a 8'-4" 4'-D" 24" 4'-4" 3'-0 " 6'-10 " 3'-10' 9'-8" 5'-0" 30" z am < TOofx < w 9'-3" 6'-0" 17'-0 6'-0" PLAN 90' BENDS CONCRETE SPAI 0 RE E CONTACT W THIS QUADRANT OF PIPE PLAN 45' BENDS 0 - See SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE THRUST CHANHASSEN BLOCKING REVISED: DATE: 2-97 PLATE NO.: 1002 FILE NAME: 393_1002 CL Id N c ° Bend as Needed plug_ FEm � Min. Slope = 1/4"/Ft. Limits of Excavation 2"x2" Marker 6" PVC SDR -26 wye & service line. -: Tamped FIII Tee or Wye and 450 bend 1 CY. concrete encasement. Sanitary Sewer NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench. Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Dlstc".ce from Main to House Exceeds 90 Feet. CITY OF SANITARY SERVICE CHANHASSEN RISER (GREATER THAN 16' DrEEP) ,t -Ob -Oa 1-02DATE: 2-97 PLATE NO.: 2002 24"x36" slab opening for Neenah R3290 -L or equal NOTE: L grate shown Neenah 83290-L cast) grate or equal. PLAN Minimum of 2 maximum collar concrete adjustment beds of mortar. F& Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer man h ole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16" on center. `o Steps Shall be on Downstream Side Unless Pipe Diameter is a 18" or Larger All joints In manhole to have "0" ring rubber gaskets. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wall. ail --Precast Inverts Must be 1/2 of Pipe Diameter and Benches /f Sloped 2" Toward the Invert G Mm imam thickness le precast base is 6" for 14' deep or less, and increases 1" in thickness for eve 4' of depth Y P realer than 14'. 9 NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTION CITY OF STANDARD CHANHASSEN MANHOLE REMSEa:2-971-03.1-04 DATE: 2-97 PLATE NO.: 2101 FILE NAME: 3933101 0.75" U27" 1.5' BIT. WEAR 2" BIT BASE NEEHNAH-1979-0207 WITH 2" MIN. RISE ORE OR APPROVED EQUALCAST CONCRETE USTING RINGS Rings shall be set on ABS sealant or approved equal.THICK CONCRETE LLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH #R-1642 OR MCI 8309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTON = 0.2') ADJUSTING RINGS 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE COVER RISER DEPTH OF CASTING SET THICKNESS SIZE BELOW BASE COURSE OR BINDER COURSE 2" RISE 1.25 20" 2" RISE 0.75 2.5 2" RISE 0.25" NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CITY OF MANHOLE CASTING AND CHANHASSEN ADJUSTING II DETAIL REVISED:1-00.1-04 DATE: 2-97 PLATE NO.: 2110 FE Street PL Variable - 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 6" PAINTED BLUE. CURB BOX WITH 1 1/4"� STANDPIPE AND STATIONARY ROD. E N Water Service 1"X1" Corporation Cock 1" Type "K' Copper Concrete Block Support Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED, 4. CORPORATION COCK TO BE 1"X1" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL CHANHASSEN WATER SERVICE REVISED: 1_99 DATE: 2-97 PLATE NO.: 1005 FILE NOME: 393_1005 to 7/2R N 3" 7 1/2" '� 18.. PLAN SECTION HORSESHOE DETAILS Manhole Costing and Adjusting WATER Tyler No. 6860 Y Mueller No. H-10361 ng and ems® Bibby -Ste -Croix No. B-5160 W U 0 ° r m w LL J m W a r DETAIL sewer manhole(we plate 2109) O U m of 5-2" Grade 6" Conc, co f rings with full Cut bell from DIP Tyler No. 6860 26" Precast concrete or HDPE adjusting rings. C) `o join with stainless ° Of D 6" precast reinforced concrete slab. Bibby -Ste -Croix No. V13502 27" 0 � �� m it 0 HQ m z Z wF Top of barrel section under top slab o 'NIW z U J w to have flat top edge sealed with O, Bibby -Ste -Croix B-5001 a m a 2 beads of Romnek or equal. "D" ring rubber gaskets. rco �3 z¢ FO o r a ZIt N a m TOa x z 12"-16 z am < TOofx < w All joints in manhole to have be Used Directly Below Cone Section "IBE W U Varies S" DIP 0" ring rubber gaskets. NOTE: ALVE ADAPTER: 1 4' VB521 No. 58 14"WITH 4-0 Typ. to tee section Precast concrete section 1. Koh -n -seal monhole or equal. q S° z�s wD0 ic s NM \ NOTES: �za m 5" Horseshoes filletl 1. Doghouses shall be grouted on structure is constructed outside In ALVE ADAPTER. both the outside and inside. x the traveled roadway a witness N '•' a Tyler No. 6860 65" 2. No block structures are allowed. mortar all Jm o.w Manhole steps, Neenah R1981J or a mZ.- sides (see tletml - (see �m �_,p equal, 16" o.c., Aluminum steps and Box to benforming to ¢p 3. Pipe shall be cut flush with approved. 0 000� all stainless steelsection Go m `C-�Zow Y a Q wa1Z0 Minimum slab thickness, 6" for 14' <' 0 ZmU WLo as ma depth. Increase thickness 1" for - Y o m oa W O o o 4' of r 14' each depth greats than , S o rc r wm U - m> w>,= z Un aFo and reinforce with 6'z6" 10/10 mesh. ,nO�a= ciplz ww -0 OOU-O W VIN Oa Grout bottom of manhole to 1/2 mz¢m H0 M SECTION diameter at pipe and slope o�oF Dia. of pipe and benches sloped Zmw grout 2" toward invert. wZ Q�0.Q~U 2" toward invert. z Jw 79^ CITY OF 6. Precast invert is required. CATCH BASIN =L9 irw zrn30�m 21nd CHANHASSEN Ern<a: MANHOLE base section REVISED: 1-00, 1-03 DATE: 2-97 CITY OF PLATE NO, 3102 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer man h ole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16" on center. `o Steps Shall be on Downstream Side Unless Pipe Diameter is a 18" or Larger All joints In manhole to have "0" ring rubber gaskets. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wall. ail --Precast Inverts Must be 1/2 of Pipe Diameter and Benches /f Sloped 2" Toward the Invert G Mm imam thickness le precast base is 6" for 14' deep or less, and increases 1" in thickness for eve 4' of depth Y P realer than 14'. 9 NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTION CITY OF STANDARD CHANHASSEN MANHOLE REMSEa:2-971-03.1-04 DATE: 2-97 PLATE NO.: 2101 FILE NAME: 3933101 0.75" U27" 1.5' BIT. WEAR 2" BIT BASE NEEHNAH-1979-0207 WITH 2" MIN. RISE ORE OR APPROVED EQUALCAST CONCRETE USTING RINGS Rings shall be set on ABS sealant or approved equal.THICK CONCRETE LLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH #R-1642 OR MCI 8309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTON = 0.2') ADJUSTING RINGS 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE COVER RISER DEPTH OF CASTING SET THICKNESS SIZE BELOW BASE COURSE OR BINDER COURSE 2" RISE 1.25 20" 2" RISE 0.75 2.5 2" RISE 0.25" NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CITY OF MANHOLE CASTING AND CHANHASSEN ADJUSTING II DETAIL REVISED:1-00.1-04 DATE: 2-97 PLATE NO.: 2110 FE Street PL Variable - 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 6" PAINTED BLUE. CURB BOX WITH 1 1/4"� STANDPIPE AND STATIONARY ROD. E N Water Service 1"X1" Corporation Cock 1" Type "K' Copper Concrete Block Support Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED, 4. CORPORATION COCK TO BE 1"X1" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL CHANHASSEN WATER SERVICE REVISED: 1_99 DATE: 2-97 PLATE NO.: 1005 FILE NOME: 393_1005 to 7/2R N 3" 7 1/2" '� 18.. PLAN SECTION HORSESHOE DETAILS Manhole Costing and Adjusting WATER Tyler No. 6860 Y Mueller No. H-10361 Ring (See Plate 2110) ems® Bibby -Ste -Croix No. B-5160 W U 0 ° r m w LL J m W a r DETAIL sewer manhole(we plate 2109) O U w Q K a x Grade Manhole steps, Neenah R1981J f z u 8 Cut bell from DIP Tyler No. 6860 26" C) grade. Box to be set to join with stainless > U i o Lf Of D Aluminum steps approved. Manhole steps shall be placed Bibby -Ste -Croix No. V13502 27" 0 � �� m it 0 HQ m z Z wF Tyler No. 6860 o 'NIW < <� U J w m i P O, Bibby -Ste -Croix B-5001 a m a j "D" ring rubber gaskets. rco �3 z¢ FO o r a ZIt N a m TOa x G box, 7'-6 extended, 12"-16 z am < TOofx < w #6 round base be Used Directly Below Cone Section ¢ < o W U S" DIP 3 ¢U NOTE: ALVE ADAPTER: 1 4' VB521 No. 58 14"WITH to tee section PROTECTIVE 1. Koh -n -seal monhole or equal. q S° z�s wD0 ic s NM \ Q zea �za m Horseshoes filletl TE VALVE AND structure is constructed outside In ALVE ADAPTER. with concrete x the traveled roadway a witness N '•' a Tyler No. 6860 65" - mortar all Jm o.w n w ds¢ a mZ.- sides (see tletml - (see �m �_,p X and Box to benforming to ed er515-80 PP P 3. Pipe shall be cut flush with standardsP 0 000� all stainless steelsection Go m `C-�Zow Y a Q wa1Z0 with inside face of wall. <' 0 ZmU WLo as ma I j��mm w o OKa, fur<F - Y o m oa W O o o a a w w az z S o rc r wm U - m> w>,= z Un aFo r J ¢J ~ Faaa�Q ,nO�a= ciplz ww -0 OOU-O W VIN Oa m rV Q� rcp x Fn- w\O0 z mz¢m H0 M Nd0 U�Qa o�oF Dia. of pipe and benches sloped Zmw y¢Eawiaa f O--nn3ainn wZ Q�0.Q~U 2" toward invert. z Jw 79^ Qiw 6. Precast invert is required. aanw =L9 irw zrn30�m 21nd Minimum thickness of precast base Ern<a: integral with base section is 6" for 14' deep or less, and CITY OF TYPICAL increases 1" in thickness for every CHANHASSEN ANT SECTION V of depth greater than 14' deep. INSTALLATION REVISED:, -00 2-01, -03,f-04 1-02 DATE: 2-97 PLATE NO.: 1004 FlLE NPME: 393_1004 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer man h ole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16" on center. `o Steps Shall be on Downstream Side Unless Pipe Diameter is a 18" or Larger All joints In manhole to have "0" ring rubber gaskets. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wall. ail --Precast Inverts Must be 1/2 of Pipe Diameter and Benches /f Sloped 2" Toward the Invert G Mm imam thickness le precast base is 6" for 14' deep or less, and increases 1" in thickness for eve 4' of depth Y P realer than 14'. 9 NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTION CITY OF STANDARD CHANHASSEN MANHOLE REMSEa:2-971-03.1-04 DATE: 2-97 PLATE NO.: 2101 FILE NAME: 3933101 0.75" U27" 1.5' BIT. WEAR 2" BIT BASE NEEHNAH-1979-0207 WITH 2" MIN. RISE ORE OR APPROVED EQUALCAST CONCRETE USTING RINGS Rings shall be set on ABS sealant or approved equal.THICK CONCRETE LLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH #R-1642 OR MCI 8309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTON = 0.2') ADJUSTING RINGS 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE COVER RISER DEPTH OF CASTING SET THICKNESS SIZE BELOW BASE COURSE OR BINDER COURSE 2" RISE 1.25 20" 2" RISE 0.75 2.5 2" RISE 0.25" NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CITY OF MANHOLE CASTING AND CHANHASSEN ADJUSTING II DETAIL REVISED:1-00.1-04 DATE: 2-97 PLATE NO.: 2110 FE Street PL Variable - 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 6" PAINTED BLUE. CURB BOX WITH 1 1/4"� STANDPIPE AND STATIONARY ROD. E N Water Service 1"X1" Corporation Cock 1" Type "K' Copper Concrete Block Support Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED, 4. CORPORATION COCK TO BE 1"X1" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL CHANHASSEN WATER SERVICE REVISED: 1_99 DATE: 2-97 PLATE NO.: 1005 FILE NOME: 393_1005 to 7/2R N 3" 7 1/2" '� 18.. PLAN SECTION HORSESHOE DETAILS Manhole Costing and Adjusting WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 Ring (See Plate 2110) ems® Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS m Provide I& Barrier on all sanitary FILL NSU ATION IF THE DISTANCE FROM DETAIL sewer manhole(we plate 2109) DATE: 2-97 THE SURFACE IS GREATER THAN 8'. Grade Manhole steps, Neenah R1981J TOP Cut bell from DIP Tyler No. 6860 26" or equal, 16" on center. grade. Box to be set to join with stainless 'A' STORM SEWER Aluminum steps approved. Manhole steps shall be placed Bibby -Ste -Croix No. V13502 27" steel repair sleeve REVISED: 1-9H so that offset vertical portion PLATE No: 2204 or approved equal Tyler No. 6860 of cone Is facing downstream. 0 EXTENSION All joints u manhole to have Bibby -Ste -Croix B-5001 `T q'_0•• Gore valve box, screw type, "D" ring rubber gaskets. Varies 3 piece, 5 1/4" shaft, size fi A Max. of 2 Short Manhole Risers to G box, 7'-6 extended, 12"-16 #6 round base be Used Directly Below Cone Section 20' to S" DIP NOTE: ALVE ADAPTER: 1 4' VB521 No. 58 14"WITH to tee section PROTECTIVE 1. Koh -n -seal monhole or equal. q 1/2" RUBBER VB523 No. 60 26" 2. When the manhole or catch basin INSTALLED BETWEEN Horseshoes filletl TE VALVE AND structure is constructed outside ALVE ADAPTER. with concrete BOTTOM the traveled roadway a witness m Tyler No. 6860 65" - mortar all post and sign shall Installed o.w Bibby -Ste -Croix No. VB516 60" sides (see tletml - (see . next to the manhole. X and Box to benforming 1/2 Dia of pipe ed er515-80 PP P 3. Pipe shall be cut flush with standardsP O> all stainless steelsection s &bolts.X8" with inside face of wall. concrete block 4. All dog houses shall be grouted CITY OF CHANHASSEN the inside and outside. Ore PLATE NO 1006 V RFASE0:2-97.1-03.1-04 FILE NAME 393_1006 RATE: 2-97 S Precast invert should be 1/2 Dia. of pipe and benches sloped 21" 2" toward invert. 79^ 6. Precast invert is required. Precast 8"-1 /4 bend Minimum thickness of precast base integral with base section is 6" for 14' deep or less, and increases 1" in thickness for every SECTION V of depth greater than 14' deep. CITY OF SANITARY SEWER CHANHASSEN OUTSIDE DROP P REVISEM2-97.1-03.1-04 DATE: 2-97 PLATE NO, 2103 BLOCK (EYI ��11 II III SII II s' -•s 11= Ell ILMI Il.�fll 11-11 I■ II II II II TI 11=1111 ��II�� = Ih II��IIIf ill-lf_I=n= HYDRANT LEADS I . CROSSES U L IRENO ES MEGAWG BENDS NOTES 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS 2. PLACE CONCRETE BLOCK UNDER ALL CATS VALVES AND E O CONCRETE 3. THRUST BLOCKING AT ALL TEES BENDS. AND AT CERTAIN HYDRANTS. 4. ALL Ell NUTS. AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5. Blocking against undisturbed soils. CITY OF ICAL MEGALUG CHANHASSEN LOCATION EISEN 04 � DATE, 10/98 PLATE NO, 1009 DROP LID 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 MINIMUM 6" SAND FILL ems® Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS m TO WITHIN 6" OF THE SURFACE FILL NSU ATION IF THE DISTANCE FROM DETAIL THE TOP NUT OF THE VALVE TO DATE: 2-97 THE SURFACE IS GREATER THAN 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" CITY OF grade. Box to be set to Mueller No. H-10361 26" CHANHASSEN STORM SEWER provide 12" of adjustment. Bibby -Ste -Croix No. V13502 27" CROSSING REVISED: 1-9H DATE: 2-97 D - PLATE No: 2204 FlLE NPIAE 393_2204 Tyler No. 6860 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No. 58 14" Gore valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby0Ste-Croix VB521 No. 57 9"/ ALVE ADAPTER: 1 4' VB521 No. 58 14"WITH PROTECTIVE VB522 No. 59 20"G, 1/2" RUBBER VB523 No. 60 26" INSTALLED BETWEEN TE VALVE AND ALVE ADAPTER. BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65' Bibby -Ste -Croix No. VB516 60" LTELT.,E ilient Wedge ValveValve and Box to benforming to AWWAlara ed er515-80 PP P standardsP 2. 2.030BASE all stainless steelsection s &bolts.X8" concrete block GATE VALVE CITY OF CHANHASSEN BOX INSTALLATION PLATE NO 1006 V RFASE0:2-97.1-03.1-04 FILE NAME 393_1006 RATE: 2-97 "I/I BARRIER" INNER - MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL 48" Frame and Cover HDPE OR PRECAST CONCRETE ADJUSTING RINGS 27" -1 -1 MASTIC SEAL NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TDP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITY OF I & I CHANHASSEN BARRIER REVISED:1 -DSI DATE 1-03 PLATE NO, 2109 FEE NAMED -2108 NOTE: L Grate Shown Face of Curb N Direction of Flow PLAN Cotchbasin casting and grate Neenah R3290 -L or equal Grate to be 2" below 3" radius curb box. gutter grade. 5' transition each side of catchbosin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/Y' maximum of 5-2" Vories concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5" 3' minimum to 1/2" bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6" Doghouses shall be grouted on both the SECTION C /� T O N inside and outside. SEC I NOTES: 1. Steps shall be provided In all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITY OF STORM SEWER CHANHASSEN CATCH BASIN REVISFD:1-00, 1-03 ,.-_. 2-97 PLATE No.: 3101 FILE NAME 393_3101 FINAL GRADE ffim Ut w D LINE SHALL BE DISCONNECTED > MINIMUM 6" SAND FILL COMPENSATION. 3' MINIMUM m TSAND FILL NSU ATION DETAIL RIGID INSULATION VARIES NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5- 61 3' CITY OF INSULATION CHANHASSEN DETAIL REVISED: 2-97 DATE: 2-97 PLATE NO.: 2205 FILE NAME:393_2205 0 Eoo I vUyp E 6V, o�mL I I I -I � I III -III -III -I I I o.5BC Natural Ground NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF PIPE BEDDING CHANHASSEN GOOD DIPS REVISED: DATE: 2-97 PLATE NO.: 2202 FILE MAME:3933202 - Compacted BockFll + + + + + + + Embedment + + + + + + + + + Material ++++++ + + + c + + + + + -4W+++++ + + E a"++ + + + 6" Pay Depth + + ?' B+ + + + _ Increments (typ.) 6. + + + + + + + + + + 6" Pay Depth / / / / / / / / / / Ifo Foundation red Increments (Typ.) / / / / / / / / (see Note 1) "ec" Denotes outside diameter of pipe NOTES: 1. A solls Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.21 course flier c9gregate. 2. P.V.C. beddingshall be MNDOT 3149.2B select granular barrow with 1 g a t 00% passing a 3/4" sieve, and less than 10% passing a N0. 200 sieve. 3 A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4" sieve and less than 20% passing a NO. 200 sieve. CITY OF PIPE BEDDING CHANHASSEN P.V.C. + A.B.S. REVISED: DATE: 2-97 PIATE NO.: 2203 FILE NAM :3933203 cw me BO Use MNDOT 3149.2A pa o Granular Borrow FLLcov U o z� o on - The bottom of the trench shall be shaped to ft the pipe barrel for at least 50% of the outside diameter Dia+12" Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.21 course filter aggregate. CITY OF PIPE BEDDING CHANHASSEN IN POOR SOILS REVISED: 1-gg DATE: 2-97 PLATE NO.. 2201 FILE NAME: 3933201 O w w N -a T z 1" CORPORATIONSOP aD - .- � cD AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. CITY OF AIR CHANHASSEN BLEED DETAIL REVISED: DATE: 2-97 PLATE NO.: 1003 FlIF NAME: 393_1003 AS REQUIRED. AS REQUIRED. MINIMUM 6" OF 12" 1 COMPACTED SAND at Bluff Creek PROPOSED SEwfR o. PHONE 952-937-5150 �- �wO��' %599 i�Ilflg2'8IIl 1]l1Ve 1st Addition fir. 3' 51YROFOAM INSULATON TRANSITON TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL. INSTALL BENDS N1T1 MEGA Lucs AS REQUIRED. AS REQUIRED. WATERMAIN UNDER STORM SEWER CITY OF WATER MAIN CHANHASSEN STORM SEWER CROSSING REVISED: 1-9H DATE: 2-97 D - PLATE No: 2204 FlLE NPIAE 393_2204 The Preserve Date: 2003111ODTF03.DWG Sheet: 11 OF 13 Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my , Prepared for: direct that I duly Bandied PROFESSIONAL at Bluff Creek 7699 Anagram Drive supervision and am a �� Eden Prairie, NIN 55344 BN the ws of the State of ldinne The Ryland Group checltad7Ai. Construction PHONE 952-937-5150 �- �wO��' %599 i�Ilflg2'8IIl 1]l1Ve 1st Addition Details FAX 952-937-5822 J A. P.S. TOLL FREE 1-888-937-5150 R.�a��L_ Eden Prairie, Minnesota 55344 �/�/� `�� Chanhassen, Minnesota www.westwoodps.com vase Ltoaroa Na F- Q U a 11 � I � O N 07 O O CU O N (J) 3 U1 O LL P- Q O CU CD 0 Cil (n 3 75i K N CD0 CU OR a2006 Westwood Professional Services, Inc. NOTE: Surmountable Curb & Gutter to be transitioned a into a B618 type at catchbosin. rte' 54" AND UP 62 CY and up CL4 LAYERS OF 50OX MIRAFI Catchbasin Frame & Grate FABRIC OR EQUAL Neenah R -3290-L or equal fpW ,�os`s with L Grate / �s- RIPRAP h w o A iv RIPRAP Granular Filter (MNDOT 36012B) 0 NOTE RUNOFF �o to depressed Cat.h��. f A LANDING utter line rel below design gutter below dell n 9 9 9 A 5 CHANHASSEN CITY OF DETAIL x'16 GATE: 2-97 _ 1.5 : 1 ]�Ulch PLATE NO.: 3107 � 6',O o ISOMETRIC Surmountable Concrete Y tz' Curb & Gutter No Scale 2 - k4-60" Long 8 r Rebors Each way 0 0 5 Min. Transition m 5' MIn. Transition o o Top of ' 2ba Concrete Curb 2'-MNDOT 2350 LVNW350308 n a Curb 4" B" 7 1/8"r w ° tum'naaa Bituminous Curb Design gutter line grade 2 - %j4-60" L Bettors Each a Frame & Casting SECTION A -A No Scale TYPICAL CURB 24" MINDOT3149.2Select AND GUTTER CITY OF DATE: 2-97 CURB CHANHASSEN s'tot2' HWL DETAIL A -A ATOCN CATCH BAON REVISED: 1-98 -' 2_97 PLATE NO.: 3106 FILE MML393_3106 NOTES _ 60.25 CIRCUM 45.5' RADIUS - 285.88'/360° N11 STANDARD CUL-DE-SAC X Yr LOM./IND. 60' RAD. 48' RAD. URBAN fid' RAD. 15.5' RAO. RURAL 60' RAD. a0' RAD.. •NOTE: 1. ALL DISTANCE FOR STREET MIDTHS ARE MEASURED TO BACK OF CURB 2. PLUS 6' GRAVEL SHOULDER. (RURAL) CITY OF TYPICAL CHANHASSEN CUL-DE-SAC REVISED: DATE: 2-97 PLATE NO.: 5205 -[�:] 11 CFF AL NOTES - TYPE R LUMINAIRE CD WYNAIRE HAALL BE ExINVDm .LLUYXW RECTANLUL PR uncanny IS, t, ]Sit wM xlax LIT REALSTAxT EIAT en 1k1,5 DNE EL M.B - m 2. MAR AL REn£ A S a WIIGL ASSEma N. PW. TT HP A W_T A. BA8 AWP, rdsXE1FD N. IDAISLABLE MUNI A. LM1P ..ec, C. wtn 00x) AND rD WLT BALLAST. (D MM SELLA BE RECTAxaAM Ex . AWYNW VIBE (2854 a in' ,'e' O] uDXnxD STAN.,. s sTANDMnl an EAI sWME TAPPWm s1EF. wummMxorvURA Sones spr-s.M ATARI. UNIME © per. ... TCP coweruc SO UamXa STMgAND BAS 91 ALL BE .1 GSE STEEL. BO Aa:ESs a0se 91ALL BE RFAIDVARLF .FATHER Natty Y x 7 /,' X 9' HIM, O^ PROYEE INTERNAL Pound We OrfEECCE2. TD THE We.. EMIL .,s... Thin ni{Rm LABI£s w The A. OF TRE STANDARD TIRg131 smMSTE 5 ALPEE XFTxE- K NSS MUTTAffi£ YAaWI£¢ aTa6TOM sRAT1 BE USED. r11Ys STALL S Stu. To BI.. -THE-LME Remax, O6 NEx s. -In R® WN A N59UN 1E The DUAL .T F sE N RAE AENOTES. UMPNo ASSEMBLY She LgaAX All MWIMATMS NEpst To CMRV'MTM NSP. MWP n MANIEN.WLE RNMAY. THE aTV z MARE LUMNWRT, ANO SATFALTDX 4MAu Ppol YE TURN . CU TO ( ) ANO BuusT essamuEs cauPIETE wTx All cwPDxwa AND MmInLUTa+s As REau®. THE EXACT LDCATDX W Au STWETT LIGHT Ass"ReEs 9WL BE srnxm eV TRE "AcEA. LWINUREs BFIxC x To R D UL Tres PRaFFT N tt SE 1X4SIFD AND APPRDwO por ISTIllI.,. PRlgi is IXBiOIIAIIM EM AHE X.BP....p X. "Pon M c0.gdXATE TRIS PRocmuRE will The AumMZED Y s P. RbAESEIITATM1E ALL caps o YETAl r.wahers, SEMI RE nompt, nN'. a vat Ac'mac ENAMEL TD MATLH LMTEN ,-TEAR NIATIEAND STEEL As PW W)ODT SPEC . EPI. ASROJISLI 91All BE ymx.RNLT Deery aI Fp I' Wh E!A LDYI Tax, T MIO STREET CNfffiWOS SU PMT "TREE pnCWOM. RIMS REIwIII Llcx PIX£B ) sxAu RE PLACE. IN wxpun. e s SPLICE SUMER aR HANDHp6 SNAIL EE HSTAUED AT ALL snRET gfMexcs TUT $RK IN OWa4TE St. UWT hal B ] ProyNNE ]IMAv eDme HOn UDrcee UNP Ira AT plere OADING a. WRB CITY OF LIGHTING CSANSASSEN POLE _0:2/97, 1/9B, 1/05 DATE: 2-97 PLATE NO.: 5240 . Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937.5822 TOLL FREE 1-888-937-5150 Westwood www.westwoodps.com PIPE DIA. RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL.3 PLAN 27' TO 33" 14 to 20 CY CL.3 NQTE GRANULAR FILTER REQUIRED 36" TO 48" 23 to 38 CY CL.3 UNDER RIP RAP AND 2 54" AND UP 62 CY and up CL4 LAYERS OF 50OX MIRAFI (One cubic yard is approximately 2.800 lbs.) FABRIC OR EQUAL RAMP FOR CONCRETE elrA}I rlCreA 2 A- RIPRAP with 3(5011b) tensile strength Granular Filter (MNDOT 3601.213) SECTION A -A Geotextile Filter Type III iv RIPRAP Granular Filter (MNDOT 36012B) SECTION B -B Geotextile Filter Type III RUNOFF Neelr�AoPE 2" f A LANDING CITY OF 18" RIPRAP CHANHASSEN CITY OF DETAIL REVISED: 1-9B FILE MML-393_3107 GATE: 2-97 _ 1.5 : 1 ]�Ulch PLATE NO.: 3107 See City Plate No. 3107 for riprap placement. Anchor e ti Te last 3 pipe Joints. Use 2 tie bolt fasteners per joint. Install at 600 from top or bottom 6" of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. N Hot dip galvanize after fabrication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12"-18" 3/4"0 4" 5/8" 21"-42" 1 0 6" 3/4" 48"-72" 1 1/4"0 12" 1 NOTES: 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinfa..Ed Concrete Aprons on existing pipe sholl be tied to the first pipe adjacent to the apron. CITY OF FLARED END SECTION AND CHANHASSEN TRASH GUARD REVISED: DATE 2-97 PLATE Na.: 3108 FILE NAMF393_3108 PL FLARE TO MATCH 5 min.h anAer Al OF WALK A VARIABLE 1 DOME SECTION HYDRANT 0 o 0 0 0 0 0 a o o 0 o0 4 0000 00000000 VALVE BOX VA 6" b an 'min. , VARIES 5'-6' g10RMx 6�-I �/ 4 6 00000 SEE PLANS) �T Mem-,nr 000000 1/4 SLOPE PER A -J 0�m 00 0 "N"N' FT. TO ROADWAY PLAN VIEW OF DIGONAL RAMP DOME SPACING WINS k WTIER F 1 5'-4" I 4 0" C )NCRETE SEE NOTES 1 & 3 \l� i 4" Class 5 Base 0.08 FT./F.. OR IELVEl © a w ft O 2' 3' 25' 1 SECTION A -A J m Min. - 3 D.os Er./r pup or rues. sob, (M CaKeC pubm"Ns Do ROT PERMIT, MAY 5' A- UK 0.10 Fr./FF- are Fr/FT3ME ) 7' 6, 6' 3" 1 4' D"min. 8' 7' ELEVATION OF RAMP 9 B 10' 9' 8 1/2 INCH PREFORMED JOINT ELLER MATERIAL, AASHTO M 213. WHEN A MEDIAN IS NOT MADE ENOUGH FOR Two PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL ® 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. AOA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL NOTES: EXTEND THE FULL WIDTH (4' 0" TYP OF THE CURB RAMP. tH15 2' a" BY 4' 0" WIDTH (M.) 1. TYPICAL 6" THICK CONCRETE SIDEWALK. TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE 2. USE 7 1 /2" THICK FOR COMMERICAL DRIVEWAY CROSSING. ENTRE TRUNCATED DWE AREA SHALL BE A LIGHT COLOR fUGHT GRAY, WHITE OR YELLOw1 WHEN 3. JOINT SPACING AT 5 INTERVALS. EXPANSION JOINT SPACING AT 100' THE ADJACENT EDE BLACK, I, A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL E A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT YELLOW) MEN THE ADJACENT SIDEWALK IS A INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE "WRITE" OR PLIED GRAY CEMENT COLOR. ® SURFACE APPLIEDTRUNCATED DOMES STAMPED CONCRETE NOT O ALLOWED. ® TRUNCATED DOMEME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CIT -Y OF CONCRETE CIT -Y OF PEDESTRIAN CHANHASSEN SIDEWALK CHANHASSEN CURB RAMP REVISED: 2-99, 103 DATE: 2-97 PLATE NO, 5214 REVISED: 1-98. 1-04, 1-05 DATE: 2-97 Pul NO.: 5215 FILE NAME 393_5-214 FEE NAME: 393_5215 !s%$„ 2112-OB82 HARDWARE PACKAGE INCLUDES: 30 (4) 1'x4• GALV. CARRIAGE BOLTS FULL THREADS. (4) ROUND FLAT WASHERS (5) 1' NUTS. (4) LOCK WASHERS. & T(4) Yx 3"xr TAPPED RETAINING WASHER. 8.75" TO 17" DIA BOLT CIRCLE (4) NOTCHES IN SHAFT TO ALLOW BOLT HEAD n z CLEARANCE NOTES 1. FINISH, HOT DIP GALVANIZE PERASTM-A155 LATEST REVISION). Z. BASEPL EN TO BE CONPIEFUSENDICULAR(4 11 .HAFT AXIS XI 1") V N E C FT AXIS. AND HOLE IZ IERUN CONCENTRIC (4.185) TO SHAFT 3. STENCIL MIN 1/2 IN. LETTERS MANUFACTURER'S NUMBER AF1FR GALVANAN 4. PILOT PONTT AND AXES TO BE CONCENTRIC (+/- 9.66" DIA. 5 (1/ F/N) AND IN UNE 2'). 5. j PLANE CUT SLOT PERPENDICULAR DICULAR TO THE BASEPLATE. 6. PREHEAT. IX AND 1POINT IND, AND CLEAN BASEPLATE FLAMEOUT AND PILDT POINT ON ALL (i) VA AREAS 7, EXCEED E 3 IRREGULARITIES NAL SURFACE (1) VALLEYS NOT TO EXCEED 3/34 BELOW NOMINAL SURFACE LEVEL PEAKS OR PIXIRREGULARITIES NOT TO EXCEED 1//33 Y 16DIA. ABOVE NOMINALL SU SURFACE LEVEL CR INTERSECTIONS OF MF1JX NOMINAL SURFACES. B. ALL MATERIAL IS TO BE NEW, UNUSED AND MILL TRACEABLE MEETING THE FOLLOW NG SPECIFICATIONS: ASEPIATF: ASTM REASON) B (CONFORM EVI GI) STRUCTURAL STEEL (CONFORM TO pAGHTO TECH. BUL, t27A 1M: A252 -"TEST LATEST MATERIA GRADE 2. SBAQ� AB ( ) STEEL PIPE PILES ALTERNATE MATERIAL ASTM ALL RADIAL SECTIONS NORMAL STEEL ATE9T RASTIIM) TYPE E OR B. GRADE B. STEEL PIPE OR ASTM gSTEEL(LATEST TENSION) TO AXIS +/- 3° GRADE B STRUCTURAL STEEL TUBING. HE AS1M g636 -(LATEST REASON) HOT ROLLED STEEL PILOT PILOT POINT ASTM A5]5 -(LATEST REVISION) STEEL BAR. PITCH GOATS CARR BOLT PER pN51 1310.0.1. 845 JAES GRADE -5. P WTH -� MA BASEPLATE IS PERMANENTLYSTAMPED ALL RADIAL SECTIONS NORMAL DATE CODE IN 1S LTTER&gJ *ABC* IN 1/2• LETTERS. AND 3° DATE CODE IN 1/4" LETTERS f HARDWARE SHOULD BE PACKAGED IN BURLAP BAG AND ATTACHED TO FW NIDATION. HEA% MUST BE FORMED BY MATCHING METAL DIE RECOMENUED TORGUE1 NO GREATER THAN 16,000 FT. LB. (SIDE NEW OF TRUE HELICAL FMM) CITY OF LIGHTING CHANHASSEN ASSEMBLY SED: 2-03 PLATE NO.: 5241 DETAIL IL 8'-0" 2'-0" 4'-0" 2'-0" 1/2"x6" Galvanized Bolts with Cut Washers (Carriage, Hex. or Sq.) 7-1/2" 1• 1'-3 1/4' 1'-3 1/4' o - I n Nominal No 8 _1x8-0" MIN^ Grade Lumber E Ex. Ground So APPROX. 1 2'-8. Treated Wood Posts No. Grode Lumber or better NOTE The barricade board face surfaces shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 3352.2A2a, Standard No. 1. P' o installingthe reflective sheeting, the barricade boards shall be Tier t g. given a complete coating of White Wood Primer paint conforming to Mrl spec 3513, followed by a second coat of white point conforming to 3 applied on to the surfaces not covered with reflective MnDot Spec. 35 1 p PP Y sheeting. The barricade boards shall be completely pointed and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0" from end of bituminous road, barricades to be centered on the roadway, to be facing traffic flow. Barricades to be installed in accordance with the Minnesota Manual on Uniform Trefic Control Devices. CITY OF TYPICAL C$ANSASSEN BARRICADE REVISED: DATE: t-02 PLATE NO.: 5244 FlLE NAME: 393_5244 I hereby certify that this plan was prepared by me or under my RevIslo s: direct supervision and that I am a drily licensed PROFESSIONAL ENGINEER Will the State of Minnesota. Jvantn PH n.IC 5/06 idem.. Na 43922 NOTES: 1. Grates to be made in (2) PIECES 2. All metal shall be hot -dipped -galvanized Structure Rewires (2) Piece Grate Per Drawing StF c, +a" Hole See Detail A -A 57.0 O.D. 1/4"Xt" FLAT STL. TYPICAL PL CL PL 30' 1 30' RESIDENTIAL STREET SECTION 15.5 to Back 15.5 to Back PEDESTRIAN CURB DATE: 2-97 Wear Course t0 be 1/2" e RAMP FOR CONCRETE elrA}I rlCreA 3t Above Edge of Gutter ,v SA°Q with 3(5011b) tensile strength RAMP UP plastic zip ties per 1_ 4' minimum 3 PORTION 3.0% 2.0% YN°tom See City Detail 5215 for Truncated 24" RUNOFF Neelr�AoPE 2" f A LANDING SECTION 18" 2:0% MAX. Curb Rad (see PI°n) CITY OF 5'-0" Concrete Sidewalk 1" per ft. slope 0 oaoao oa 1.5 : 1 ]�Ulch Face of � 6',O o , • 4"Tpsoil, Seed 1 1/--MNDOT 2350 LVWE350308 Y tz' WAY PLATE All & OF Sod. 8 (a) 1/z X13 ulvc Hex Hexa Eta mesa A Tack Coot - 2357 Surmountable a o 2,-:', ?-. / Steel Brats With Grade Concrete Curb 2'-MNDOT 2350 LVNW350308 Rule and Washes 4" B" 7 1/8"r ° tum'naaa Bituminous Curb 12" -Class 5 Aggregate Base, 100% Crushed 6" Shoe Formed CITY OF t/a" STEEL PLATE TYPICAL CURB 24" MINDOT3149.2Select AND GUTTER REVISED: 2-97 DATE: 2-97 Granular Borrow (See Note 7) FllE NAME: 393_52°3 s'tot2' HWL DETAIL A -A a� S �`P(Ga NOTES INLET 1 Right -of -Way Required - 60'. PIPE f 2 Maximum street grade 7.0% 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrcde shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. NOTES: 1. Standard pipe bedding R,ulred on both hoist &outlet pipe.. 2. Inlet pipe must be larger than outlet pipe CITY OF POND OUTLET CHANHASSEN STRUCTURE RE SED:1-00, 1-1 3, 1-05 DAT" 2-97 PUTS No.: 3109 NAME: 393_31°9 L6" Concrete SECTION A -A 4" CL. 5 Base lee moot w 6'-0" WHERE RAMP UP IS SHOWN IN PLAN VIEW SECTION B -B J Note: Silt fenceP er MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T -Posts with 3(501b) tens! strength plastic zip ties per T -Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 fimd ng T Posts 24" in ground ties Mn. Depth of silt fence embedment. Note: Type 2 silt fence is the same as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Hao or stmw Bae. ' in wfav aM W16K 2V Nb b w,4 Zip Ties seer. ® NNM °" BIq m" b e, IY1 Ytl o mmRroOYe Yobhl. EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CHANHASSEN FENCE � ri NAME REMSED 97. 1-°0 I03 , M DATE: 2-97 PLATE NO.: 5300 CITY OF TYPICAL CHANHASSEN RESIDENTIAL STREET SECTION PLATE NO.: 5200 PEDESTRIAN CURB DATE: 2-97 TAME: 393_5200 RAMP FOR CONCRETE elrA}I rlCreA 3t SIDEWALK DETAIL with 3(5011b) tensile strength RAMP UP plastic zip ties per 1_ 4' minimum _ PORTION T.3/4 See City Detail 5215 for Truncated 24" RUNOFF Dome Detail 2" f A LANDING SECTION 18" 2:0% MAX. Curb Rad (see PI°n) CITY OF 5'-0" Concrete Sidewalk 1" per ft. slope 0 oaoao oa MnDOT 13612 Face of � 6',O o , • Curb Y tz' 5' 0" PLATE All Parking Lots, or Medians. 8 PLAN A Design Street a o 2,-:', ?-. / 2.0% slope Grade 17 1/2" 1 10 1/2' L6" Concrete SECTION A -A 4" CL. 5 Base lee moot w 6'-0" WHERE RAMP UP IS SHOWN IN PLAN VIEW SECTION B -B J Note: Silt fenceP er MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T -Posts with 3(501b) tens! strength plastic zip ties per T -Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 fimd ng T Posts 24" in ground ties Mn. Depth of silt fence embedment. Note: Type 2 silt fence is the same as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Hao or stmw Bae. ' in wfav aM W16K 2V Nb b w,4 Zip Ties seer. ® NNM °" BIq m" b e, IY1 Ytl o mmRroOYe Yobhl. EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CHANHASSEN FENCE � ri NAME REMSED 97. 1-°0 I03 , M DATE: 2-97 PLATE NO.: 5300 CITY OF TYPICAL CHANHASSEN RESIDENTIAL STREET SECTION PLATE NO.: 5200 [D:2-97 2-Ot , 1-D3 DATE: 2-97 TAME: 393_5200 CITY PROJECT N0. CITY OF CHANHASSEN SEWER, WATER OR COMBINATION SERVICE (ORGAE ONE) Street Lot_ Stan Addition SEWER: Downstream Manhole No. St.. at P.L. from Downstream Monf le___ Elevation at C.L. of Sewer Main Distance from Sewer Main to Gean -out-- % of Grade for Service to be installed__ IF MINIMUM GRADE SERVICE Length, Size and Tye of Service Pipe_ Depth at P.L. WAR: Downstream Manhole No.__ Sta. at P.L. from Downstream Manhole Length, Size and tye of Service Pipe Depth at P.L._-_ IOCheck if Sewer Service Riser Installed -Denotes Sewer Service End °Denotes Water Service End (SHOW SCKETCH WITH TIES HERE) contractor F-.. The by_ Date Location and Depth of Senvice Certifed by Data NOTE, service he. .n n b elms He. of oat more than 100' in lehgth between r poets and won be tied to Permanent atmctu,e. Noun a. be coere vp. boxes. manhalea. catch RKXImA�arant.. etc Tee to trees, Power pdee property corn m, telphone or N,,,y axes will not be incepted If a o ant stmHare s not ow b e within more ISI CITY OF STANDARD CHANHASSEN TIE CARD REMISED: 1-98, 1-03 DATE: 2-97 PLATE NO.: 5221 �/ ROpO PMeV\�olV FILTER FABRIC " v Op"00 00 0 6" MINIMUM DEPTH '0 '0 S O Oo 0O 000 0 O"oO000, a O 1" - 2" WASHED ROCK 4fG�< �0�00° e�'G �OiN M\NtMMM 18" MINIMUM CUT OFF BERM 2p TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN ENTT ANCEON REVISED: 1-98 DAT" 2-97 PLATE No.: 5301 NOTE: MINIMUM OF 9" CL 5 UNDER ALL CURB & GUTTER MN. 6" I Distance to q variable AREA INLET WITH 1/2"r GRATE monofilament, 36" wide elrA}I rlCreA 3t Top Bituminous Material with 3(5011b) tensile strength slope 1/2"r plastic zip ties per 1_ 4' minimum _ " er H T.3/4 24" RUNOFF MnDOT B618 2" FILTERED WATER Concrete Curb and Gutter SECTION 18" s' DMm.m to E wNaM. CITY OF 1/2'T /2"r Top Bituminous Material bP 3 c Pw tt MnDOT 13612 r Concrete Curb and Gutter , • NOTE: Y tz' For Use Only with Private Driveways, PLATE All Parking Lots, or Medians. 28"R 12"R 16" 68"R r -Top Bituminous Material J a o 2,-:', ?-. / SURMOUNTABLE Concrete Curb and Gutter 17 1/2" 1 10 1/2' za 4" B" 7 1/8"r ° tum'naaa Bituminous Curb Surface 6" Shoe Formed CITY OF TYPICAL CURB CHANHASSEN AND GUTTER REVISED: 2-97 DATE: 2-97 PLATE NO.: 52/03 FllE NAME: 393_52°3 -10" Aggregate Base E Mn DOT select granular borrow `o Course Filter Aggregate z° 3149.2E 12" de 6 a f -1Z" deep °1 ° dm" iv v1 f z rade to drain Clay Sub -grade 4" perforated pipe Notch clay sub -grade geatextile wrap (3733. Type 1) for pipe placement TRENCH DETAIL /Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. +- Grout 6" Conc `1 around collar PIPE DETAIL pipe NOTES: L Cleanouts required at ending points or as shown on plans. 2. Swing ties to be shown on as-byilts for all ending points to all drantile. 3. Openings in structure for draintile to be fabricated or are drilled. 4. This detail to be used when 2' or more of existing sail sub cut is necessary. CITY OF 4" SUB -SURFACE CSANSASSEN DRAINTILE RE SED:1-00.2-01.1-oa DATE: 2-97 PLATE NO.: 5232 1" ni.,r..wfw.. M filter NOTE: Silt fence per MNDOT MN. specifications, source 200, AREA INLET WITH machine sliced woven GRATE monofilament, 36" wide elrA}I rlCreA fastened to steel T -Posts sv crA rasa xr _ with 3(5011b) tensile strength plastic zip ties per 1_ 4' minimum _ T-Post.(machine sliced) 24" RUNOFF 2" FILTERED WATER SECTION AA CITY OF OFF ROAD C8 CSANSASSEN FILTER BARRIER RPXSEDI-04 bal 2-01 PLATE All 5302 FILE RANE:393_5302 Call 48 Hours before digging: GOPHER STATE ONE CALI Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 F z a I112 CATCH BASIN IN RADIUS Q\ �P 18 46GURMOUTABLE T1 a TRANSITION \ CURB CURB &N YPICAL RESIDENTIAL RADIUS - 20' YPICAL COLLECTOR RADIUS - 30' 0' 12. 4" MNDOT B618 CONIC. C & IS SURMOUNTABLE C & G SECTION A -A CITY OF TYPICAL CURB CHANHASSEN RADIUS t D:1-00 DATE: 2-97 PLATE NO: 5204 TAME: 393_5204 Finished Grade One piece PVC SDR. -35 cleanout riser (Size as per plan) Or w PC PC Lang Turn T -Y SDR. -35 1 ' Ridgid SDR -35 NOTE: 1. Hub with threaded 2. Solvent weld all clean out metal plug to be set at final grade. Metal tap Joints.(Non gasted) plug to be made of such material to allow locates via metal detector. CITY OF SUB -SURFACE VC CHANHASSEN P CLEANOUT DRAINTILE REVISED: 2-97,1-04 DATE: 2-97 PIATE NO, 5234 FILE NAME: 393_5234 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. R;rA}ZpA'9�w3 Msc •.� , . •-" .rax wmrox oFSbClSIAs euarAsu cru ramxr vaAo ,�° IN9 ^"R•' •�, ^ x -��lY. BI. elrA}I rlCreA „/" sv crA rasa xr _ s rxrre nor ex. rrAAouce Fire n Yne..)o rm MrzMBM o.a, NA. s v. °n a rs Aem MODEL#CG23 N OTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle atter each rain event. CITY OF CATCH BASIN CHANHASSEN SEDIMENT TRAP REVISED: DATE' 1-04 PLATE NO, 5302A LIE NAME:393_5302A The Preserve JAL Prepared for. at Bluff Creek JAL The Ryland Group construction D)nwa: JAL 7599 Anagram Drive 1st Addition Details R.aa Il br/dal Eden Prairie, Minnesota 55344 Chanhassen, Minnesota 2003111ODTF04.DWG Sheet: 12 of 13 La o2006 Westwood Professional Services, Inc. R PROJECT NAME PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER— NAME PHONE NUMBER CONTACT— NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS— MON.—FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CRY OF CHMH SEN ENGINEERING DEPMTMEM 952-227-1160 3 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF DEVELOPMENT CBANHASSEN INFO SIGN RE SED:2-01. 1-03, 1-05 DATE: 1-98 Pure NO, 5313 FILE NAME: 393_5313 6"-3A32 CONCRETE 4"CL5 COMPACTED SUBGRADE CONCRETE WALKWAY Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937.5150 FAX 952-937.5622 TOLL FREE 1 -US -937.5150 www.westwoodps.com 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 10 M1 V"110101WOVI"IS I hereby certify that UI, plea wan prepared by me or under my direct aupervheion and that I am a duty licensed PROFESSIONAL HNGIN�i rn the State of Minnesota Justin P.S Date 5/06 U amaa 14, 43922 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0 _ 10' DRAINAGE & UTILITY EASEME O 3, o O PRIVATE UTILITY LINES DaWxm : JAL Cftecke& JAL Dmes JAL Reoord Drawl= by/date: _ 6.0' BOULEVA 20' P /L 14.0' - Prepared for. O 20' P/L 14.0' 5 P 1' 10' SIDEWALKD AINAGE & UTILITY EASEMENT 3.0% SLOPE 2.0% SLOPE 3, 0 2 -ROLLS SOD OQo L-1-1/2" - MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2350 LVNW35030B BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE The Ryland Group 7599 Anagram Drive Eden Prairie, Minnesota 55344 SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SURMOUNTABLE CURB & GUTTER The Preserve at Bluff Creek 1st Addition Minnesota 2003111ODTF05.DWG Date: 06/05/06 sheet: 13 OF 13 Construction Details and Typical Sections PL -o CL - c PL a 30' ROW 30' ROW A 10 10' `' 15.5'15.5 5' " 1' DRAINAGE & 14.5' 8. SIDEWALK DRAINAGE & UTILITY UTILITY EASEMENT BOULEVARD BOULEVA D EASEMENT 4.5' 2.0% SLOPE 3.0% SLOPE 2.0% SLOPE " -I •� O a 7 SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK 1-1/2" - MnDOT 2350 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 8618 C&G 2" - MnDOT 2350 LVNW350308 BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL LOCAL STREET SECTION (3r BACK TO BACK) 0 _ 10' DRAINAGE & UTILITY EASEME O 3, o O PRIVATE UTILITY LINES DaWxm : JAL Cftecke& JAL Dmes JAL Reoord Drawl= by/date: _ 6.0' BOULEVA 20' P /L 14.0' - Prepared for. O 20' P/L 14.0' 5 P 1' 10' SIDEWALKD AINAGE & UTILITY EASEMENT 3.0% SLOPE 2.0% SLOPE 3, 0 2 -ROLLS SOD OQo L-1-1/2" - MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2350 LVNW35030B BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE The Ryland Group 7599 Anagram Drive Eden Prairie, Minnesota 55344 SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SURMOUNTABLE CURB & GUTTER The Preserve at Bluff Creek 1st Addition Minnesota 2003111ODTF05.DWG Date: 06/05/06 sheet: 13 OF 13 Construction Details and Typical Sections June 3, 2014 CITY OF CMSEN 7700 Market Boulevard Lois Degler PO Box 147 9111 Audubon Road Chanhassen, MN 55317 Chanhassen, MN 55317 Gayle Degler Administration 541 Pineview Court PFax:952.227.11100 Chanhassen, MN 55317 Fax: 952.2271110 Building Inspections Re: 9111 Audubon Road — Planning Case #2006-14 Phone: 952.227.1180 Fax: 952.227.1190 Dear Mrs. Lois Degler/Mr. Gayle Degler: Engineering This letter is to inform you that the accessory structure located adjacent to the city lift PFax:952.2227170 station must be removed. As art of the Preserve at Bluff Creek development Fax: 952.2271170 P You were to remove the building. The specific condition was "all buildings must be Finance demolished before the second phase." We note that the building is still located on city Phone: 952.227.1140 property, PID 25-6460200, and Platted Right -of -Way of the Preserve at Bluff Creek 2 Fax: 952.227.1110 Addition and must be removed from City property. Parer Recreation Phone:: 952.2271120 you will need to apply for and receive a demolition permit prior to removing the Fax: 952.227.1110 structure. Recreation Center If you have any questions, please contact me at 952-227-1131 or by email at 2310 Coulter Boulevard bgenerous@ci.chanhassen.mn.us. Phone: 952.227.1400 Fax: 952.227.1404 Sincerely, Planning & Natural Resources - Phone: 952.227.1130 Fax: 952.227.1110 SCANNED Chanhassen is Community for Life- Providing for Today and Planning for Tomorrow Robert Generous, AICP Public Works Senior Planner 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Senior Center Jerry Mohn, Building Official Phone: 952.227.1125 Fax: 952.227.1110 Web Site GAPIAM006 Planning C'asm\06-14 The P e eUtemoval of accessory strum==. www.ci.chanhassen.mn.us SCANNED Chanhassen is Community for Life- Providing for Today and Planning for Tomorrow �.•r � :. t f ti:i i S f ' t �.•r � :. t f ti:i i S f c 2006 Ykneooa Prohedorgl SaNm, Mc. I \\ \ II II II I II II la II II I I ii II x111 ` ` I I CVILOIA ICV40TJ I j uoa- �- JL JL J L 1L JL J L JL JL J I _ �JI�11 �rMs- e r r r I 1 I 1 I , r�J p W�IJ r a I 3 sL-'�J L_.r• J LLa_-1JJ ��I I r3� L1 L J I a+ oma L _J 1 S $J D I wa Ion« f'�❑!iI LJ I L 7 4} ,ava0r ILI r`IJe 0. /�•1 45 \ \ Ci3f�WHFMM L1;b�w+ II < 0 3AJIME OV/LOT N \ sa J/ TM \ 1 1 1 r I \ 1 \ :m —_ II� V ^-\ ') , `•. "° son n�n.r...,mk IN -I - 11 may `-uu .f er,..lr ..u.,a . %'' / i I / / I / / •� ,'e� ``.Yo' xm 'ect >v. \� t -�� —� ``16.6 .. mn. / \ OV/LOTA � / ""3n + �_n W n. hmaps, - w m,mwe rmr /. i or Typical Lot (Varies) Y \ — — — `� j r Deyelopment Data CMI b Hoar. before d99ng: CCPNER STATE ONE CALL T«In Ot9 Arlo 651-451-0002 W. ToN Free 1-600-252-1166 �A-E* Pemtom Lood Cwrbae, 7697 Anoyan Ori. EMm P9 , W 53344 Phone: (951) 937-0716 Fos: (951) 9J7-MJ5 Conlucl.T: Don Herbst fYOP Westsmd P>ofeasionw Servicat /nc. 1699 mc . pi. Seen Peik .Wt SSJ44 Phmt (951) 931-5150 Fbt, (951) 937-5611 Contact: A.Nu Loam sar E ertiny ZmMy Ruref Toth SkI& Fdnfy Lott 155 Z010-/ shmi"! (MAN. 1W) P>,gaae i Zoning L'UD, (k® Res• R-8) Net RasidW,ttw Area 2819. Front Ymd Setback 10'Ifause to ROW e Or a _- Toth Site Arm 79.86 3 ac Site Dendty (qoo) 1.94 anittl. 25' Loop oma to ROW F- g- Total Pupa R OW 11.17 ac Me O.ndty (ant) 5.50 anisla (..10' fs Cvap 0Cw-de-S ) 2—- — Calkrctar R.O.W 2.0 be, (Toed u>1Ltr (135)y/40 gtidmtiw ansa (1819)) Ade Ymd Selboek 5/10' (15' Told) Evafiny hpoyaphA .sfimd M ineolant oed etis(Mq vffili¢a obtained Irmo other. Owtr E..t - Lyman Blvd R.O.W. I.W oa Ste Nnpervioat Cowoce SW Ymd Setbac* Cann Loh X. Raysk/ - Clap DUYe 1I TSelbock Like - OtherMloml Public R.GW 6.43 be Streelt 831 m. Rea Yon! Seibaek 15' St.' dknsns lisle✓ refe. bec* of curb. mne (Sr D Wk6nnent Data) ,Y PkneY BIuR Geek OrMaY DMfrkf: 19.6 a. 5roesdxs 1.11 m. Carl Poperfy Line 30' All aveafs fo heN& curb mtl plte or per Litt tfondwtlx --Lot OMaretmr Emit" 66tIo,OJ (oultak BCOD) 69 x Trails I.19 be Cmeclm Rood Setback 15' 11orot v. �� I Ouf/ol A (Pudic) 1669 m. Henes t DH.. IO BT oc etrffmd Buff 185' Drainage mtl 06111Y wsemmtt shall be provided i —Lot A4„>1De (8000, )raft Mocked Yfl.• and P.&,,) O.rwt Impewms Co.ro9e n 1 m. (27 TV Structure SstI hen Ibflm,d beth w m rep,ketl DY the City. `` O.tat B (City ioNilY) 0.36 or. Z«Nq 56sWb (IYMeteeyl Me lot dkeontibes mtl overs on this P/m ore —Appot Lot Am Qrllol 0. G I• K. t Y (Prv'.fe Streets) 150 x Lot Wi�M • Selbaek 55' (60' fp.) J' 100' 200• SO a to {"d Plot and I Lot OyM for pm• tka.) tlnats- a fe, ruPPe'tM9 Mvt9 la asmf rot dimmsans mM t �Ok�.k oatat GEF K t R (Pi.(e Open Spme) 115 0<. NOT FOR CONSTRUCT'fON OmeoeM (atbf J (NYIbW! BuHb) 1.90 ee Nhvnum Lot Area 6.050 Sµ IGNo ;vufnl'Wwq.pc - arae L (rnr PmMM9 t BLY/01 s.>t aP Asap at Neo 2914 50 Ff M12 03/17/Ori se.c 3 Q 12 («e sae) The bkk,kw..or wY1.YImY r,��1.�rrrl� e►rta •i Wr�.Y•Y.Ib►«.rem r� N„t.gan_eW yerr ant hepvd kr The Pemtom Land Company Preserve Preliminary I WebIeeYe. 7697 Anegsa, D ve WstwOod ...svme.: r wHA� .. IIID! 6dm Prem., Mien.os 55311 QuMeeam, M. `2006 Westwood Professional Services, Inc. Vicinity Map IJ �. WAY BSq. POPPY DR a V 38, 1 Cit ¢ ¢ 78th \ ( O1 BLUE SPGE LP. y / iNom 9 /1 W )8th DfACENT HQIICHAN 3EN 11 Si. E D o yA 64, �I PARKA ARBORETU G ¢ by 19 q MCGLTNN CT. ¢ PICHA DR b > yVWB O CO R, DCW wI PAULE DR. E 716 BL\/ 7 y, 12 \ {b C r ytIMBERWp N Ci C POOR PRK e OrB00 OOO \,P d 12 9DR 107 KE P O Pef.1�R. 4.o tt F 10 LUW S DAK Cl l!f DRI[' • • DR. OOD V Za � a CREE,1 a RIDGE l U DR. Z W. 0 Z a BRi LE a DR w u " CREE VIEW �O ? 4 LAKE CT. CREE TR LE RENPI "NCE CIR �' CREEK CL ,6 N s p LkSus Q� Lake �? �R P y yr 4 6R \ �Q LAN qp 0 R G � DGVECT J O T17) LYMPN BLV➢. o RO �' .�( J F 4 T 35nPLLP8n0 ? Sl - SOSPN S f's� f` a CT. GEI?relini na V la A TR. $\t tER Ct' e� Jq B6th T116W C\ a y RRf. J n 4 'flA, 'n qR HILL$ DR I qv' a 51, R23W VPLLEv INS iHRUS r Ste? f s!„q16 C ¢ DR. Q�14 3 4> BPRBPRP� zo y 2324 4 > >d SUNR\ O CT. S SQ' SSP. T116N R23V V �g sP0. Vv,S v HAZELTINE CT. • O LYMPN BLVD, h 18 71P o tt 5 SITE e�`L N� SJ� zap 0 rc T116N R234 n' m w > �2] 26 � m 2 W. 96th $L f.Ll S�OO9 NO (Not to Scale) for The Preserve Chanhassen, Minnesota Prepared for: NO. DATE REVISION SHEETS Pemtom Land Company 7597 Anagram Drive Eden Prairie, Minnesota 55344 Q SHEET NO. DESCRIPTION Co Contact: Dan Herbst 1 COVER N 2 EXISTING CONDITIONS � Phone: 952-937-0716 3 PRELIMINARY PLAT CD C) 4 PRELIMINARY GRADING & EROSION CONTROL PLAN Fax: 952-937-8635 5 PRELIMINARY UTILITY PLAN V 6 PRELIMINARY TREE PRESERVATION PLAN 7 PRELIMINARY TREE INVENTORY LIST J Prepared by: 8 PRELIMINARY LANDSCAPE PLAN 9 PRELIMINARY LANDSCAPE DETAILS PLAN Westwood Professional Services, Inc. Preliminary Plat/PUD U 7699 Anagram Drive 0 Eden Prairie, MN 55344 10 PRELIMINARY GRADING DETAILS Submittal 0 PHONE 952-937-5150 11 PRELIMINARY GRADING PROFILES FAX 952-937-5822 12 BLUFF ANALYSIS PLAN TOLL FREE 1-888-937-5150 for 3 Wwtvvood www.weAwoodps.com The Preserve Project number: 20031110 Chanhassen, Minnesota o Contact: Justin A. Larson Date: 03/17/06 Sheet: 1 of 12 2003111 OCVP01 U Q M v- 6ti 0 0 0 (U r - M m 3 0 n X W 0 M 0 0 m 3 75 / 0 0 0 (U I 1 ' n ♦ i I \ ♦ 1 f e a ♦ I 4. ♦ / 1 � I S D I. FEET ` CHANHASSEN ` _ EAS F THE j LIFT STATION #24ESSTFEF7;j,Q Ra" O RTY Ll ` T .. �B OPERTY LINE t/NN1�'4�-•OAF LEGEND Q BUSH/SHRUB STREET LITE TELEPHONE BOX —Porn— POWER OVERHEAD CONIFEROUS TREE GUY WIRE Q TELEPHONE MANHOLE —PuG— POWER UNDERGROUND DECIDUOUS TREE r0' POWER POLE HAND HOLE —SAN-- SANITARY SEWER WETLANDE❑ ELECTRIC BOX TRAFFIC LIGHT —STO— STORM SEWER ® STEEL/WOOD POST ELECTRIC METER GATE VALVE —TGH— TELEPHONE OVERHEAD -o- SIGN—TRAFFIC/OTHER ELECTRIC MANHOLE 1(5 HYDRANT —TUG— TELEPHONE UNDERGROUND -a—o SIGN—TRAFFIC/OTHER OO SANITARY MANHOLE9w WATER METER —WAT— WATERMAIN MNL MAIL BOX co SEWER CLEANOUT O WATER MANHOLE —_—.— FENCE LINE �. HANDICAPPED STALL ® CATCH BASIN O WELL zx.w-wr DECIDUOUS TREE LINE Mw MONITORING WELL ® FLARED END SECTION —cTv— CABLE TV CURB & GUTTER © CABLE TV BOX STORM MANHOLE —GAS— GAS LINE WINDMILL GAS METERGRAVEL SURFACE �� : CONCRETE SURFACE BITUMINOUS SURFACE NOT@O Denotes Iron Monument Set Lege/ Deacrfvtion From Tide Commitment The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and • Denotes Iron Monument Found The East Half of the Southeast Quarter of Section 22, Township 116, Range 23, supporting data for exact lot dimensions and According to the U.S. Government Survey thereof, Carver Count Minnesota. areas. Q Denotes Cast Iron Monument Found Abstract Property VVestwood Professional Servicer, Inc. 7699 Anagram Drive , MN 553s Eden Prairie, PHOM-937.5150 W fox 952-937-5622 TOLL FREE 14l8tt-937-5150 viftstwow www.westwoodps.com I hereby mNly that this plan . prepared by me or maw me direct supervision and that I em •date ceased PROFESSIONAL s o1 &a Stateoof Minneata. � �� '� alinesNE 1� for. � f7 a Pemtom Land Com an i L Y 7697 Anagram Drive Mm Praiser Minnesota 58344 � Draws NTS Jusft A- Luson Date: 03/1706 Liceese Na 409 � by/dabs /� NOT FOR CONSTRUCTION The Preserve Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0' 100' 200' 300' 20031110EXP01.DWG Date: 03/17/06 Sheet 2 of 12 Existing Conditions Q CO CD CD (U rn 3 CD n n 0 CD CD c1J 3 73 CD CD 0 CU '011 02006 Westwood Professional Services, Inc. I 0 129 � 7�= _ _ � � fi0_ � ' \16.5' Wetland buffer - - r r r r 6° F- f 7 \ 525 $ I \ 675 '�\\4,186 sf b7,6 sf I 1 12 13 'yw I �p � � � � ` \ \♦♦--Edge of delineated wetland \ \ r ro4 I I I 1 sf I 8,700 sf 8,100 s 8.100 sf I 26 I 8,100 sf ,775 sY *5-j 837Iry1�l r�II I4 I I -'9ts79Tf0 u 1e,eaa sr 1 OUTI_OT K /\ 3.zz sf >� / 4L J JL J_j�,JLJLIS �82,791 sf / �' \\ 72'� o I I B 225 sf �5. OUiILOT A 9 7.573 sf ry so J I I' / 4 1,197,320 sf 23 f] m o 61 J �1 I hf1, l X40' wetland setba/�i( ,2ryA fis31 st /2a ♦50 I 1 I Q�� L1Tr7e�r� ` ^ u� s '230 �1sr/ I "1 6,600 sf LLD _ 7.200 sf \ �A // I� - 9� - -I - -108 \ J�� $ / ,s °d / 2 / I 1 6 1 L� 1n A / < 2 ` J •7, `IO� v / 8.07 , / `♦ 1 " ( I 7 1 0 W 7,200 sf 6,814 7 286 z�o sr II 3 zoo sr " I - uo - -I (L�- un - J 1 < `♦ i I e i 1 2 I ,ss9 sr _ _ \ \ \ l�? v / 7.s�a sf / \ \ a 1 1 I r I 81736 sf h� \�G\��Y' Lu ; L9249 sf � I�-�Ir-- �y � � �/ 6,815 s I 6,6Uo sf I� �� JJJ \ 'j 1 , L_ 6 1 «. 2 SV �y b I J J 6 600 sf 7,2 0 sf IIIA` \ 7 8 { /� 7,7P4 sf 7� y��/ ,11 1 I W 7.2 0 sf W I 1T -60 L _334 - L L 11 \ �70�� \ \ `\� / \ 12.608 sf 1 1 - 7.200 sr P `m ' �\a \ \\ „�- �� G\ / 6 7 L_J 1 / 10,661 J 6� 2 b 2 b it 1 60 L -� __O II r - 11 Q 5 I I ,�I6i70 sf W I�.600 sf �O 7,200 sf�W moi' \ 9,0 sf O; n n� I q I' I 7 M V 1 7,813 sf LI��^oo_"--130 _ J L _ uo _ J L _ �.z>�-�J , ' , .1 \ �..� \ \�`� I 1 / I OI I 2 1 3 �'� 7,439 sf S'8,003 sf I I1 1 I $ 7,257 sf 9.474 sf /• \ 7,8 sf L '� 15^0Y5 s£ 1 I 1 OI I .900 sf }}}-666.900 sf -.900 s r -1 6.899 s r- UJ �� l�'7II� 8 1 1'- 1 O1 40 I I I 40 I I L 6�60�0 sf I�6�600 sf I W 7.008 sf I� JI lul I¢, I�{I I I L J L J B �J J 6 220 cL _ N 39 \\\ -6D i6 $T "• 8 1 7. 6 sf I 9,7 <' 46 \ L 1.v �m 43.122 sf � � 7,07 sf ' O n � �j/p ills\\\ \ \� �' � 2 IBtI II_P 7,9� 28 �Q fi[L fi0 fi0 59- fill I: �' v °a• v i90 n� `� 5 g� / �"\ g� � 10,116 sf 0 18.6 sfr 18.37 sf 1- �a \ ;1 6.96 sf / � ZFC6 sf h i I II 1 7,266s sf J ° / p 7.z�6 sf / O >o �o / e.e17 sf �f I ' b d� b M.28 sf 6.58 sf / v Vj / 'V p� 2Jl \ \ J g �70i - J L 00 +7, Z, s1 7,z6o sf 7,z00 sf 7.zO0 sf 7.6 b7,269 sf 284 sf r 54 C Vi / 'v n I 7.200 sf I I I I I �Iy \ z 6x61 s o' 7.z 3 sf I L bf 6.600 sf y%l L J L L 7,zo sr i� m / i 11 5a 7,3aT sf a / F6 sd� aST 95 L4 � 148 �\/ �\ �� \i �. / ry, W 0_�/ 7 3 sf 4 \ � � 7.20 sf � r } ao 8.622 sf \ / `� / `\ • / ud \� r -sf / 205,175 sf_ Z9, J� ` 'I �♦ Ci �' \/ �•y0/ y2� ,o 6.600 sf w N I I I 4 ,� f- 6� 7,871 sf ,.`� • �G \ I / �m\ .(S / / 7.200 sf / l 7, 0 sf / �\/ / O`s� .� ` �1y0 ` 6.9 0 sf I 9I r I� Y h ! n /� 7 4 9 sf % � 27.971 sf'I • �� \ \♦��6.6 Wetland setback / �� p r z \��' ♦ / V 7.z�oTAO sf i O 7.150 sf /1.//� �' / 7.200 sf / V 7,695 sf .y \ 7,007 st _ las J 3sr Q 7,z�o 7, / 2 1 ` \ 7200,sf / 7,200 sf /\y\ ♦ / /� 8,9 sf 7,270 sf . \ ♦ \ \\�/// of �, 60 /�` fft 4 7 os� ,sf �--Trall by others 4 s 81 615 Y t /(/ �' ✓�` 1 r ♦ \� - 81r \ 267 7i_ 1"k -Utility easement / ` \�� j \ \ ♦ '7?� \ 7.200 sf neated \ 7.201 s / ♦ // \ \ \ /AI i \ `L (l ♦`� \ �\ , sn - 81 - }Z \ \ V / //7.z s ♦♦` I I / / / Deliwegtlor / 6 / 1 az l \ ,z sf \ 4 I \ \ � / `♦ \ • \ \ 9,7,4 sf y� I I I I -`,Pn BluffLCreek ♦7 ♦ \ \ \`\�i ��sf ryry791f I 7,z:f7,IndI II IF 7.2d11 9.300 7,200 � 'Irlay zoos�1 s 5 �of � `�I, ♦ ` I / � -�///-'` I I I 3ba 7,207 s / ♦` 9.5 0 f 7 s ♦ ♦ !- \ 1 \ \\ X11 L_7-4 fio 60 60 47 �. v/ \�♦♦.. ` �j / / \ ♦ / ti I ♦ 309 /\ \ ``�� ♦ / \Yy 1 \i \ \ i Q 1 I � 8.889 ��/ � �' \\ � / I \ ♦-__ -_�� /'C -- - -� - � afj -r" \ \\��\ 1♦ _-__'' �-_- - -- 76 54 J J 1 / L 8f-�� > N� `40' BCOD structure setback _ _ ��+r Edge of delineated wetland % .` -0 1 V --- 2-51 8,235 sf j^ �\ I ( ^ X20' BCOD impact zone ��♦ x`16.5' Wetland buffer n , OUT�LOTfA 76 /y old 1 \ / \\Primary Bluff Creek Overlay C District Imes B ��♦ 11\--100 year floodplain �- 40' structure setback I Q 15, 3 S �� 11,611 sf� //� ♦ -Bluff Creek W \ ��, �� I ✓ ♦ �� // Iso 207 ♦ / / I i � _ I I -100year floodplain\ I 111 Typical Lot (Varies) I I � -- --------- 0 Y\ NOTE: Existing topography, wetland delineations, and existing utilities obtained from others. Street dimensions listed reference back of curb. All streets to have curb and gutter as per City standards. Drainage and utility easements shall be provided as required by the City. The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and supporting data for exact lot dimensions and areas. W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-9373150 fAX 952-937-5822 TOLL FREE 1-888-937-5150 W@StYY00d www.weshvoodps.com Street >- Drainage & Utility Easement >- Setback Line (See Development Data) -Lot Dimension -Lot Number -Approx. Lot Area - Setback Dimension I hereby Certify that U& plan war Prepared by me or antler my Revisions: direct supervision and that I am a duty licwe d rROpIS6IONAL ENONM under the laws of the State of h animate. juatin A Larson Data 03/17/06 Lianas No, 43922 U Existing Zoning Rural A � Z Proposed Zoning PUD, -(MD Res, R-8) Total Site Area 79.86 t ac. Total Public R.O.W. - Collector R.O.W. 2 91 ac. - Lyman Blvd R.O.W. 1.83 ac. - Other Internal Public R.O.W. 6.11 ac. Primary Bluff Creek Overlay District: Existing Wetlands (outside BCOD) 0.9 ac. CLM Prepared f t9 dmlk JAL Drava NTS Record Drawis8 bp/data Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 DEVELOPER: Pemtom Land Company 7697 Anagram Drive Eden Prairie, MN 55344 Phone: (952) 937-0716 Fax: (952) 937-8635 Contacts. Dan Herbst PLANNER/ENG/NEER/SUR VEYOR: Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN. 55344 Phone: (952) 937-5150 Fax: (952) 937-5822 Contact: Justin Larson Zoning Standards (Minimums) Outlot A (Public) 27*ac. Lot Width ® Setback 55' (60' typ.) (BCOD, Trails, Wetland Mit., and Ponding) Lot Depth 110' (120' typ.) Outlot B (City Facility) 3 a Minimum Lot Arec 6,504 Sq.Ft. Outlot C, D, E, H, ✓, L, & N (Private Streets) Average Lot Area 7,795 Sq.Ft. Outlots F, G, & I (Private Open Space) - 313 -- Front Yard Setback 20' (Public or Private Street) Outlot K (Wetland & Buffer) '1.90 oc Side Yard Setback 5/10' (15' Total) Outlot M (City Ponding) 4.71' oc Side Yard Setback Corner Lots 15' Private O Outlot O ( Open Space) - a 7�,�-_ Rear Yard Setback Total Single Family Lots 151f(5 Perimeter Setback' .� t Net Residential Area �i�,�j 2�.7 c Collector Road Setback ,_5� VA4r Quest / Site Density (gross) 1.94 units/acre Wetland Buffer 16.5' U I Site Density (net) IS�_j 5.59 units/acre Structure Setback from Buffer 40' 0' 100' 200' 300' (Total units (�/Net residential area {277-7724))-- �• �� NOT FOR CONSTRUCTION Site Impervious Coverage 3 3.49 ac. 20031110PPP01.DWG TheDate: 03/17/06 sheet 3 oB 12 or. The Pemtom Land Company Preserve Preliminary 7697 Anagram Drive Plat Eden Prairie, Minnesota 55344 Chanhassen, Minnesota :4 ul U U a m N (U 0 (U In 3 a a_ Cl) 0 0 N m 3 i 0 c� N i N-1 2006 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 STUB - IE=930.0 J J 812 9 5 a MH 10 12 13 14 15 16 IF 00 1 2 3 WETLAND MH I E=896.0 11E=912. HYDRAN (TYP.) MH a 4 / 5 `, RE=910.0 OUTLOT O / IE=898.0 IE=901.0 RE=935.5 RE=938.9 MH 5 IOUTLOT K OUTLOT A ] o IE=923.5 IE=927.9 E 92790 MH / 4 H 6 1 1 2 55 Iry 8" PVC 91 1 IE=922.0 \ RE=932. ] POND 6 F` IE=919. = " , STREET A RE=s34.o 818 O ` 2 2 /+/� - 5 5 3 4 1 4 5 4 U 2 =919.9 8 `QT 319 1 RE -918.0 3 6 4 IE=906.0 3 °D 3H 3 ' MH 10 4 IJ > a 6 13 RE=93RE=924.0 / J a aoa MFi E=920. 2 E=913.0 5 MH 1 I 4 2 ] RE=8 5.5 ao a 2 RE=928.0 s 4 ONNECT TO G; I °° RE IE=917.0 WATERMAIN Q IE=885.5 ' W 6 5 7 EE 916 0=927.0 2 1 17 RE=922.0 11 POND MH MH RE 88.5 1 2 3 � $ ] MH 1 MH $IE=911.0 RE=900.0 IE= 77.5 MH RE=910.5 RE=924.0 a IE=899.5 MH IE=885.0 Q RE=906. IE=913.0 RE=925. 6 16�mmmm 895. IE=5 E=914.0 6 MH i CONNECT TO STUB ] MH 15 RE=905.0 IE=884.5± H Q RE=921.0 IE=894.0 pR 8. WM H S+1♦'�E J RE=909. m 6 /� 5 =810.0 CONNECT VERIFY INVERT PRIPR W CA 12 tvi 14 To coNSTRuc�liOx I E=904. IE=898.8 1 MH $ ^ 7 ATERMAIN m IE=893.0 g RE=922.8 O MH s / ] 8 E=911.8 RE=926.5 41 \ 1 2 3 4 5 6 5 Q MH 4 3 3 �?�� RE 920.5 909.5 I V /?A' MH 5 a 4 10 RE=921.0 MH •, MH 101E=910.0 3 14 RE=923. H RE =908. 12 OUTLOT M M polo..1. ► 4 .5 MH =909.5 RE=918.5 MH E=897.5 RE=875.5 / MH MH RE=914.0 9 . IE=907.5 RE=912.5 \ �y pp IE=866.5 -� R =689.0 S RE=915.5 4 3 E=896.6 �( a m 4 6 IE=901.5 I . / IE=865.4 1 IE=903.5 H MH 2 Q ] 8 9 1D , � ,z RE=917.0 RE=916.2 � � � 4 �� E=90 7. Q Z \ WETLAND I. 5 E=905.2 � 2 CONNECT TO STUB (� 3 16 IE VERIFY I ± BCU RE \ / I POND q�0 2 / .,E=915.0 903.0 9 6 H 1 o EE 891. MH VERIFY INVERT PRIOR ` m WETLAND TO CONSTRUC110N i 3 2 RE=912.5V 5 . _ 1 2 - \ �\ RE=912.5 E=897.0 RE 9690 / _ \ E=901.5 .l WETLAND \ t 4 MH 1 ] MH 6 T. MH 1 �m I WETLAND \ ' RE=910.2 S RE=912.5 RE=912.2 15 �c 5 IE=901.1 IE=897.6 ` .F =900.5 � � POND F , u m 1 MH 14 ...._. RE=978.Ljl s 1 I 1 1 :4 IE=860.3 i �p MH 13 2 15 °�<a. 6 STRE E - 8 E=898.0 3 4 RE=912.5 , ` `� -S-- 7 I l 7 9 10 11 12 IE=900.5 \ m I $ POND NECT TO � 5 RMAIN � REMOVESTUB\ • WETLAND CONNECT 18" �D2 IE=865 IP � Cj o I CL 1 wM1 VERT RT PRIOR MH H \ STRUCK ^ 4- �� \ / M IEE BSE �1 RE=892. CONNECT TO STUB / v = E=8813 IE=859.9± y = 73,2 RE=891.3 3 I VERIFY INVERT PRIOR o IE=880.3 ♦ TO CONSTRUCTION _ e waf s• Legend OUTLOT A . i WETLAND \ WETLAND B MH MH 1 EXISTING PROPOSED � � � / I a RE=88.6 IEE 879.6 \ SANITARY SEWER a SANITARY SEWER -4- CON. 4 - w I IE=878.6 CONNECT TO STUB WATER WATER I 18" WATERMAIN IE=880.0 BLUFF CREEK HYD. W/VALVE -v HYD. W/VALVE �{ CONNECT TO MH / INSIDE DROP 1 , M SEWER as SEWER - N - rl I i PROPOSED BY OYHERS I n c SANITARY SEWER --- � General Utility Notes WATER HYD. W/VALVE --�¢ - • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION • ALL STORM SEWER PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. STORM SEWER 4! - AND NOTIFY THE OWNER OF ANY DIFFERENCES. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. OF THE PROPERTY LIMITS. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER 0' 100' 200' 300' • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., • THE WATER SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE SEPTEMBER 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. LOCATION AND MATERIAL TYPE. • ALL WATERMAIN PIPE TO BE PVC C-900. NOT FOR CONSTRUCTION 20031110GDP01.DWG • ALL SANITARY MAINLINE AT 0.4% MINIMUM GRADE. Date: 03�1%�06 Sheet: Jr OF Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me ar under my The 12 W JAS Prepared for. Preliminary Utility 7699 Anagram Drive duect supervision and that I am a duly licemed PROFESSIONAL Eden Prairie, MN 55344 ]3NGINEHt under the laws of the Sate of Minnesota. 1 PHONE 952-937-5150 >U The Pemtom Land Company Preserve FAX 952-937-5822 DMW& BAT Plan TOLL FREE 1-888-937-5150 Justin A. Lnson 7597 Anagram Drive Westwood 03/17/06 43922 x.m a D1 wift ��°` Eden Prairie, Minnesota 55344 Chanhassen, www.vvestwoodps.mm Data: T.icme Na iths Minnesota_ _ Ul w TIN I m 11 w W.Tme Kwere U U E 0 In V1 ID 0 0 (U M aIN m 2006 Westwood Professional Services, Inc. Point # Tree Type Cal. In. Removed/Saved Notes 7361 Eastern Red Cedar 7 Removed 20 7362 BurOak 33 Removed Specimen Tree 7363 BurOak 33 Removed Specimen Tree 7364 BurOak 33 Removed Specimen Tree 7365 BurOak 29 Removed Specimen Tree 7366 BurOak 39 Removed Specimen Tree 7367 BurOak 37 Removed Specimen Tree 7368 BurOak 31 Removed Specimen Tree 7369 BurOak 33 Removed Specimen Tree 7370 Bur Oak 32 Removed Specimen Tree 7371 BurOak 16 Removed Specimen Tree 7372 Bur Oak 31 Removed 7469 Green/White Ash 7373 BurOak 32 Removed Specimen Tree 7374 BurOak 30 Removed Specimen Tree 7375 BurOak 30 Removed Specimen Tree 7376 BurOak 40 Removed Specimen Tree 7377 BurOak 40 Removed Specimen Tree 7378 Bur Oak 33 Removed Specimen Tree 7379 BurOak 23 Removed Specimen Tree 7380 Bur Oak 26 Removed 7479 BurOak 7381 Eastern Red Cedar 7 Removed 10 7382 Bur Oak 31 Removed Specimen Tree 7383 Bur Oak 38 Removed Specimen Tree 7384 Bur Oak 34 Removed Specimen Tree 7385 Bur Oak 23 Removed Specimen Tree 7386 BurOak 59 Removed Specimen Tree 7387 BurOak 20 Removed_ Specimen Tree 7388 BurOak 32 Removed Specimen Tree 7389 BurOak 35 Removed Specimen Tree 7390 BurOak 18 Removed Saved 7391 BurOak 24 Removed 7392 BurOak 20 Removed 7505 Siberian Elm 7393 Bur Oak 17 Removed 35 7394 Bur Oak 31 Removed Specimen Tree 7395 BurOak 39 Removed Specimen Tree 7396 Basswood 46 Removed Specimen Tree 7397 American Elm 29 Removed Multi -trunk 7398 Boxelder 10 Removed Saved 7399 Boxelder 20 Removed Specimen Tree 7400 Boxelder 13 Removed 7516 Green/White Ash 7401 Bur Oak 33 Removed Specimen Tree 7402 Bur Oak 35 Removed Specimen Tree 7403 Bur Oak 30 Removed Specimen Tree 7404 BurOak 39 Removed Specimen Tree 7405 Green/WhiteAsh 40 Removed Multi -trunk 7406 Boxelder 16 Removed Saved 7407 Boxelder 12 Removed Multi -trunk 7408 American Elm 7 Removed 7528 i Green/WhiteAsh 7409 Boxelder 30 Removed Multi -trunk 7410 Red Pine 7 Removed Saved 7411 Deciduous Tree 7 Removed 7412 Green/WhiteAsh 9 Removed 7535 Green/WhiteAsh 7413 Red Pine 7 Removed 6 7414 Red Pine 9 Removed Saved 7415 Green/White Ash 10 Removed 7416 Red Pine 10 Removed 7540 Green/WhiteAsh 7417 Red Pine 9 Removed 24 7418 Red Pine 12 Removed Saved 7419 Sugar Maple 10 Removed Specimen Tree 7422 Red Pine 10 Removed 7550 ' Boxelder 7423 Red Pine 9 Removed 21 7424 Fruit Tree 12 Removed Saved 7425 White Pine 12 Removed 7426 White Pine 12 Removed Specimen Tree 7427 White Pine 11 Removed 7428 White Pine 19 Removed Specimen Tree 7429 White Pine 7 Removed 7430 White Pine 10 Removed _ 7431 White Pine 13 Removed Multi -trunk 7432 White Pine 9 Removed v 7433 White Pine 9 Removed Multi -trunk 7434 White Pine 6 Removed 7435 White Pine 11 Removed _ 7436 Boxelder 27 Removed 7437 Boxelder 24 Removed 7438 Bomlder 45 Removed Multi -trunk 7439 Green/WhiteAsh 7 Removed 7440 Red Pine 9 Removed 7441 Red Pine 11 Removed 7442 Red Pine 10 Removed W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952.937.5150 FAX 952-937-5622 TOLL FREE 1-888-937-5150 Westwood www.westwoodps.com Point # Tree Type Cal. Ina Removed/Saved Notes 7452 Bomider 18 Removed 44 7453 Bomlder 20 Removed Red Pine 7454 Bur Oak 38 Saved Specimen Tree 7455 Boxelder 18 Saved 7456 American Elm 17 Saved Saved 7457 Bur Oak 39 Saved Specimen Tree 7460 j Green/WhiteAsh 8 Saved Boxelder 7461 I American Elm 8 Saved 7571 7462 Boxelder 16 Saved 7463 Boxelder 24 Saved Saved 7464 Green/White Ash 26 Saved 30 7465 Green/WhiteAsh 6 Saved Sugar Maple 7466 Boxelder 8 Saved 7575 7467 Boxelder 10 Saved Specimen Tree 7468 Boxelder 8 Saved Saved 7469 Green/White Ash 8 Saved 15 7470 Boxelder 8 Saved Red Oak 7471 American Elm 11 Saved 7579 7472 Green/WhiteAsh 26 Saved 7473 Boxelder 17 Saved Saved 7474 Green/WhiteAsh 18 Saved 32 7475 American Elm 17 Saved Red Oak 7476 ! American Elm 10 Saved 7583 7477 American Elm 17 Saved Specimen Tree 7478 ; Green/WhiteAsh 18 Saved Saved 7479 BurOak 38 Saved Specimen Tree 7480 Green/WhiteAsh 10 Saved White Oak 7481 Green/White Ash 13 Saved 7587 7482 Green/WhiteAsh 21 Saved 7483 Green/White Ash 28 Saved Multi -trunk 7484 Bur Oak 37 Saved Specimen Tree 7485 _ Bur Oak 32 Saved Specimen Tree 7486 Gwen/White Ash 9 Saved 7591 7487 Green/WhiteAsh 9 Saved 7494 Green/WhiteAsh 17 Saved Saved 7495 j Green/WhiteAsh 12 Saved 24 75007 Green/White Ash 11 Saved Basswood 7501 Slippery Elm 8 Saved 7595 7503 GreenfWhite Ash 10 Saved 7504 Green/White Ash 21 Saved Saved 7505 Siberian Elm 6 Saved 11 7506 Green/WhiteAsh 35 Saved Multi -trunk 7507 American Elm 11 Saved 7599 7508 American Elm 11 Saved Multi -trunk 7509 Green/WhiteAsh 20 Saved Saved 7510 Green/WhiteAsh 9 Saved 35 7511 Boxelder 11 Saved American Elm 7512 Green/White Ash 17 Saved 7603 7513 Green/White Ash 7 Saved Specimen Tree 7514 Green/WhiteAsh 9 Saved Collector Road 7516 Green/White Ash 13 Saved 8 7517 Green/WhiteAsh 10 Saved BOxeldfr 7518 Green/WhiteAsh 7 Saved 7607 7519 Bur Oak 41 Saved Specimen Tree 7520 Green/White Ash 9 Saved Collector Road 7521 Green/White Ash 18 Saved 6 7522 I Green/WhiteAsh 17 Saved Basswood 7523 Green/WhiteAsh 8 Saved 7612 7524 Green/WhiteAsh 14 Saved 7526 Green/WhiteAsh 6 Saved Collector Road 7528 i Green/WhiteAsh 9 Saved 10 7531 Green/White Ash 11 Saved Red Oak 7532 Green/WhiteAsh 7 Saved 7618 7533 Green/WhiteAsh 13 Saved 7534 Green/WhiteAsh 6 Saved Collector Road 7535 Green/WhiteAsh 10 Saved 27 7536 Green/WhiteAsh 6 Saved BurOak 7537 Green/White Ash 11 Saved 7622 7538 Green/White Ash 12 Saved 7539 Green/WhiteAsh 19 Saved Collector Road 7540 Green/WhiteAsh 10 Saved 8 7541 White Oak 24 Saved Red Oak 7542 BurOak 18 Saved 7626 7543 White Oak 29 Saved Specimen Tree 7544 Bur Oak 30 Saved Collector Road 7550 ' Boxelder 9 Saved 7 7551 Black Willow 21 Saved Multi -trunk 7552 Bwolder 7 Saved 7630 7553 American Elm 6 Saved 7562 j Green/WhiteAsh 6 Removed Collector Road Point # Tree Type Cal. In. Removed/Saved Notes 7563 Boxelder 44 Removed 7564 Red Pine 8 Removed 7565 Red Pine 11 Removed 7567 Green/WhiteAsh 14 Saved 7568 Black Willow 26 Saved _ 7570 Boxelder 6 Saved _ 7571 Basswood 26 Saved 7572 Bittemut I-fickory 14 Saved 7573 BurOak 30 Saved Specimen Tree 7574 Sugar Maple 18 Saved 7575 BurOak 32 Saved Specimen Tree 7576 BurOak 22 Saved 7577 Sugar Maple 15 Saved 7578 Red Oak 21 Saved 7579 Red Oak 25 Saved 7580 Red Oak 27 Saved 7581 Red Oak 32 Saved Specimen Tree 7582 Red Oak 33 Saved Specimen Tree 7583 Red Oak 30 Saved Specimen Tree 7584 Sugar Maple 19 Saved 7585 White Oak 21 Saved 7586 White Oak 19 Saved 7587 Red Oak 21 Saved 7588 Red Oak 21 Saved 7589 White Oak 22 Saved 7590 Red Oak 29 Saved _ Multi -trunk 7591 Ironwood 6 Saved 7592 American Elm 8 Saved 7593 American Elm 24 Saved Multi -trunk 7594 Basswood 34 Saved Multi -trunk 7595 Basswood 8 Saved 7596 American Elm 7 Saved 7597 Ironwood 11 Saved 7598 American Elm 6 Saved Multi -trunk 7599 Su ar Maple 6 Saved Multi -trunk 7600 Basswood 25 Saved 7601 BurOak 35 Saved 7602 American Elm 8 Saved 7603 Basswood 37 Collector Road Specimen Tree 7604 American Elm 7 Collector Road a 7605 American Elm 8 Collector Road Multi -trunk 7606 BOxeldfr 14 Collector Road 7607 BurOak 38 Collector Road Specimen Tree 7609 Basswood 8 Collector Road 7610 Basswood 6 CollectorRoad 7611 Basswood 8 Collector Road 7612 Basswood 9 Collector Road 7613 American IIm 9 Collector Road _ Multi -trunk 7616 Ironwood 10 Saved 7617 Red Oak 33 Collector Road Multi -trunk 7618 American Elm 7 Collector Road 7619 Red Oak 26 Collector Road T 7620 Bur Oak 27 Collector Road Multi -trunk 7621 BurOak 19 Road J 7622 BurOak 22 _Collector CollectorRoad 7623 Bur Oak 16 Collector Road 7624 American Elm 8 CollectorRoad 7625 Red Oak 30 Collector Road Multi -trunk 7626 Bur Oak 15 Collector Road Specimen Tree 7627 White Oak 48 Collector Road Multi -trunk 7628 American Flm 7 Collector Road 7629 BurOak 30 Collector Road Specimen Tree 7630 White Oak _ 13 j CollectorRoad 7631 White Oak 34 X� Collector Road Specimen Tree 7640 BurOak 19 Collector Road 7641 White Oak 35 CollectorRoad Specimen Tree 7642 BurOak 26 Collector Road 7643 American Our 6 Saved _ 7644 American Elm 8 Saved Multi -trunk 7645 Basswood 7 Saved v 7646 Basswood 20 Saved Multi -trunk 7647 Red Oak 8 Saved 7648 Basswood 9 Saved _ 7649 Basswood 6 Saved 7650 American Elm 7 Saved 7651 American Elm 6 Saved 7652 Red Oak 33 Collector Road 7653 White Oak 22 Collector Road 7654 BurOak 22 Collector Road 7655 Red Oak 18 Collector Road Point # Tree Type Cal. In. Removed/Saved Notes 7656 Red Oak 25 Collector Road 7657 American Elm 9 Collector Road 7658 Red Oak 22 Collector Road 7659 American Elm 11 Collector Road 7660 American Elm 7Collector _ Road _ 7661 American Elm 8 CollectorRoad _ 7662 American Elm 8 Collector Road 7663 American Elm 7 Collector Road 7664 BurOak 20 Collector Road 7665 Su ar Ma le 22 Saved 7666 Slippery Ehn 6 Saved 7667 Black Cherry 11 Saved 7668 Basswood 6 Saved 7669 Basswood 6 Saved 7670 Sugar Maple 6 Saved 7671 Basswood 7 Saved 7672 Su ar Ma le 7 Saved 7673 Basswood 6 Saved 7674 Basswood 7 Saved 7675 American Elm 7 Saved 7676 Basswood 6 Saved 7677 American Elm 9 Collector Road 7678 B1ackWillow 18 Saved 7679 Black Willow 20 Saved 7680 Black Willow 19 Saved 7681 BhackWillow 37 Saved _ Multi -trunk 7683 B1ackWillow 8 Saved 7684 Black Willow 10 Saved 7685 Black Willow 26 Saved Multi -trunk 7686 American Elm 8 Saved 7687 American Elm 7 Saved 7688 American Elm 12 Saved 7689 American Elm 13 Saved 7690 B1ackWillow 19 Saved Multi -trunk 7691 B1ackWillow 42 Saved Multi -trunk 7692 American Elm 9 Saved 7693 American Elm 8 Saved 7694 American Elm 6 Saved 7695 American Elm 7 CollectorRoad 7696 American Our 7 CollectorRoad a 7697 American Elm 12 Collector Road Multi -trunk 7698 American Elm 8 Collector Road 7699 American Elm 6 Collector Road 7700 Black Willow 8 Collector Road 7701 Boxelder 6 Collector Road 7702 American Elm 10 Collector Road 7703 Slippery Ehn 7 Collector Road 7704 Basswood 12 Collector Road _ Multi -trunk 7705 Green/WhiteAsh 10 Saved 7706 B1ackWillow 28 Saved Multi -trunk 7707 American Elm 11 Saved 7708 American Elm 11 Collector Road T 7709 American Elm 11 Collector Road Multi -trunk 7710 Siberian IIm 12 Collector Road 7711 Siberian Ehn 7 Collector Road 7712 Siberian Elm 9 Collector Road 7713 Slippery Elm 10 Collector Road 7714 Slippery Elm 13 Collector Road Multi -trunk 7715 Bur Oak 35 Collector Road Specimen Tree 7716 Slippery Elm 6 CollectorRoad 7717 Slippery Ehn 7 Collector Road 7718 Bur Oak 28 CollectorRoad 7719 Bur Oak 29 Collector Road 7720 American Elm 11 Collector Road 7721 Bur Oak 17 Collector Road 7722 Bur Oak 65 Collector Road Multi -trunk 7723 Slippery Elm 15 CollectorRoad 7724 Bur Oak 13 Collector Road _ 7725 Bur Oak 37 Collector Road Multi -trunk 7726 Sli e Elm i 24 Collector Road v 7727 Bur Oak 24 Collector Road 7728 American Elm 13 Saved 7729 American Elm 13 Saved _ I hereby certify that this plan was prepared by me or unda my Recons: Prepared for. direct mpervWon and that I am a duly licensed LANDSCAPE CEP ARCHITIECT "der the laws of the State of bfinnewta ' CW The Pemtom Land Company Cory Meyer De1wa: cm 7597 Anagram Drive Remxd Dnwios by/date: Does 031V106LimaNo. 26971 Helen Prairie, Minnesota 55344 NOT FOR CONSTRUCTION The Preserve Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0' 100' 200' 300' 20031110TPP02.DWG Date: 03/17/06 sheet: 7 OF 12 Tree Inventory & Preservation Plan I I �`1 Mo ,i6= '. ri 0 0 F- U U E CL v 0 tT M 0 0 ID N M M (D 2006 Westwood Professional Services, Inc. 0' 50' 100' 150' Shrub Detail Rrnms cmtalneg tet still mach on compacted .0 mound matching shrub. not u..I vaimcilne with finished aIte grad. All plant Ng beak shall r.cNw 4' of wppifled mulch and weed barrier fabric oil plantlnaa beds with specified ware adp...t to lawn areae sides and bottom of hole B..kflll plant pit with specified backflg .ail Tree Detail Tree Detail wt misdirected branches wads. Intact and staking I. optional If .taker 5 abew, ground (.R) r to first bmnM. an of wake 3' WnIn.J bNow ground erg paste to be 2'X2 warned wood or pointetl dalneator paste. 3 past. egmdletant around and outside met ball. a bas to pawls with 18" on, pdfyrapllene ar Mame. 40 mg. 1 1/2' wide strap. wrapping le called fol: wrap fram line upward to NH branch. e depth of peclflea mulch over A. — do not pile against trunk plant pit with specified backfill an .Idea and bottom of hole :o American Standard for Nursery Stock ,Imum ball size. S- deep watering basin >t ball an undisturbed subsoil or crnpacted sal mound matching trees natural gro.adlin. with finished she grade Planting Notes .ut misdirected branch. park Intact and .taking le optional w stakes 5' abcb .no I..) Y to Mt handl. m of stake 3' (mina babas pound ., posts to be 2-n stoned wood or painted connector pools. 3 posts esuldetad around and autolde root ball. s trw to 'awls .0 1k' Iraq pdprapNme or Asoma. 40 mil, 1 1/2' wkW eu.'. wrapping 1a called far. wrap from Ina upward to fret branch. I" depth of specified mulch ower It. — do not pile against trunk plant pit with specified backfill soil .Idea and bottom of hole o American Standard for Nursery Stock Imum bail ea. deep watering basin .t ball on undkhirbed 'beat or compacted .all mound matching trees Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Contractor shall provide one year guarantee of all plant materials. The Four inches of shredded hardwood bark mulch shall be used around all trees guarantee begins on the date of the Landscape Architect's or Owners written within turf areas. acceptance of the initial planting. Replacement plant materials shall also have G one year guarantee commencing upon planting. All shrub planting beds (within sodded areas) shall have weed barrier fabric, 4" All plants to be specimen grade, Minnesota—grown and/or hardy. Specimen grade shall adhere to, but is not limited by, the following standards: All plants shall be free from disease, pests, wounds, scars, etc. All plants shall be free from noticeable gaps, holes, or deformities. All plants shall be free from broken or dead branches. All plants shall have heavy, healthy branching and leafing. Coniferous trees shall have an established main leader and a height to width ratio of no less than 5:3. Plants to meet American Standard for Nursery Stock (ANSI 50.1-1990) requirements for size and type specified. Plants to be installed as per standard ANSI planting practices. Use minimum 12" loam planting soil on trees and 6" on shrubs (sides and bottom of hole). Backfill soil to be existing top soil from site free of roots, rocks larger then one inch, subsoil debris, and large weeds. Contractor shall verify locations with all utilities prior to installation of plants. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth—barked trees — fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary — per standard nursery practice and to correct poor branching. Plants shall be immediately planted upon arrival at site. Properly heel—in materials if necessary, temporary only. All disturbed areas to be seeded unless otherwise noted. Seed to be turfgross type bluegrass mix. Outlots F, G, I and boulevard between curb and sidewalk or 36" behind back of curb or sidewalk to be sodded. All seed/sod areas shall be prepared with 4" of topsoil and raked to remove debris and ensure drainage. Slopes of 3:1 or greater shall be staked, of shredded bark mulch and Valley—View Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves and at least 3' from the centers of evergreen trees. Utilize curbs and sidewalks for edging where possible. All perennial beds and ornamental grass beds shall have weed barrier fabric, 2" of shredded bark mulch and Valley—View Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves. Utilize curbs and sidewalks for edging where possible. Shredded bark mulch 4" deep shall be provided in all planting beds adjacent to sidewalks and driveways. Contractor shall contact Gopher State "One Call" (651-454-0002 or 800-252-1166) to verify locations of all underground utilities. Actual location of plant material is subject to field and site conditions. No planting will be installed until all grading and construction has been completed in the immediate area. Contractor shall provide necessary watering of plant materials until the plant is fully established or irrigation system is operational. Owner will not provide water for Contractor. Provide irrigation to all planted areas on site. Irrigation will be design/build by Landscape Contractor. All information about installation and scheduling can be obtained from General Contractor. Repair, replace, or provide sod/seed as required for any roadway boulevard areas adjacent to the site disturbed during construction. Repair all damage to property from planting operations at no cost to owner. No plant material substitutions will be accepted unless approval is requested of the Landscape Architect by the Landscape Contractor prior to submission of the bid and/or quotation. See Final Grading Plan for seeding types around ponds, wetlands, and BCOD areas. NOT FOR CONSTRUCTION Westwood Professional Services, Inc. i hereby cetify that this plan cases prepared by nx or under my The W R.cwaa� �, Pr ed for. 7699 Anagram Drive direct sapervlairm and anon i am a day iigxased LANDSCAPE spar Eden Prairie, MN 55344 ARt�IlTBCT under the lam of the State of Minnesota. PHONE 952-937.5150 � � The Pemtom Land Company reserve FAX 952-937.5822 DriWM CEF TOLL FREE 1-888-937-5150 Cory L Meyer Ril �6 by�daee 7597 Anagram Drive WeStVY00d www.westwoocips.cam Diet 03 /06 itbme No. 26971Eden Prairie, Minnesota 55344 Chanhassen, Minnesota 20031110PLP02.DWG Date 03/17/06 Sheet: 9 of 12 Preliminary Landscape Details Plan U U co 0 N M rn 3 0 O N / 75 m 3 / 0 M 0 0 N TO m 2006 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0 o � `a DRAINAGE & UTILITY EASEMENT NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. BOLLEVARD 2.07. SLOPE L 20' TO PL 14.0'— NOTE: 4.0'— SURMOUNTABLE CURB & GUTTER STREET (28' BACK TO BACK) CL - 20' TO PL -14.0' - SLOPE 1-1/2" - MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2350 LVNW35030B BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL LOCAL PUBLIC STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES, SEE PLAN VIEW FOR DIMENSIONS CL e� o� 30' ROW = 30' ROW C 11. 15.5' 15.5' 14.5' DRAINAGE & UTILI EASEMENT BOULEVARD 2.0% SLOPE 3.0% SLOPE WWestwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952.937.5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 Westwood www.westwoocips.com NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. I hereby certify that this plan was prepared by me m mMer r" I � direct supervision and that I am a duly licensed PROFESSIONAL ENCII111FER under the haws of the State of Minnesota. Justin A Larson Date 03/17/06 License No. 43922 BOULEVARD 2.0% SLOPE F. D � ": - 7. 1 1-1/2" — MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2350 LVNW35030B BASE COURSE 12" — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE 0 SAGE & UTILITY EASEMENT SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SID iA�E & UTILITY EASEMENT DoWneck JAS Prepared C31ACIM& I" farThe Pemtom Land Company onwa: MT � �� /� 7597 Anagram Drive Eden Prairie, Minnesota 55344 W z 0 0 J W W z z J J 0 0 0 DIRECTION_ OF ON LOT 0.5' DIRECTION OF FLOW ON STREET 6"-3A32 CONCRETE 4" CLASS 5 COMPACTED SUBGRADE CONCRETE WALKWAY NOT FOR CONSTRUCTION The Preserve Minnesota w z J 0 0.5' LOT BENCHING 200311 10DTP01.DWG Date. 03/17/06 sheet. 10 of 12 Preliminary Grading, Drainage, & Erosion Control Details EXTRA STRENGTH FILTER FABRIC TYPE II - ADD WIRE MESH BACKING TYPE III — ADD WIRE MESH AND HAY BALES STEEL OR F� L N 10' N 4' io WOOD POST FLOWY1 1/2' 12 — �- STAPLES 10'-0" MAX. SPACING WITH 8 GF' �� WIRE SUPPORT FENCE MATS/BLANKETS FLLFP p 6'-0" MAX. SPACING WITHOUT SHOULD BE 4 ' TAMP DIRT p c'J �pP HEAVY DUTY DETAIL WIRE SUPPORT FENCE INSTALLED VERTICALLY OVER T/ ,1-, BLANKET DOWNSLOPE Q PONDING HEIGHT 9" MAX. ro SO• RECOMMENDED 4' MINIMUM yv MiV�MUM ATTACH FILTER FSEC RELY STORAGE HEIGHT TOPSOIL TYPICAL NOTE. WOOD OR METAL STAKE ry r r TO LCOMPACTED r r �� STEEL OR UPSTREAM PONDING HEIGHT 36" HIGH MAX SIDE OF POST. " 3 MNDOT 2350 BOTTOM OF FABRIC IS 4"-24" BURIED IN TRENCH AS IT r /\ SUBGRADE (LVWE45030B) IS AS r 12" WOOD POST RUNOFF RUNOFF PER SOIL ENGINEER WHEN INSTALLED r r SILT FENCE. MAXIMUM C 12'AfF4"X15" 6" CLASS 5 BASE (100% CRUSHED) DISTANCE BETWEEN POSTS IS 4'. AN ADDITIONAL FILTER FABRIC r �M r R CLOTH 12" MINIMUM POST MAY BE ADDED TO MMIN. am\\/ / F1L PgpVE R TRENCH 12" MIN. EACH SIDE. OS SAP \� 1"-2" WASHED ROCK WITH COMPACTED 6" BITUMINOUS TRAIL /\ SOURCE BACKFILL \� ,\ GRAVEL r r i STANDARD DETAIL \ r r r \ TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL TRENCH WITH GRAVEL r r r \ 2' 1 SLOPE 1. Shoulders to be backfilled and restored with 3" of topsoil NOTE and re—vegetated with sod or seed / mulch. TYPICAL SLOPE 1. INSPECT AND REPAIR FENCE AFTER EACH 2. The contractor or developer shall supply a 2 year SOIL STABILIZATION . ' %�` NON—WOVEN GEOTEXTILE STORM EVENT AND REMOVE SEDIMENT WHEN 100% mainenance bond upon city acceptance. ISOMETRIC VIEW FILTER FABRIC UNDER NECESSARY. 3. This detail / specifications are minimum requirements, TYPICAL TREATMENT NOTE: additional design may be required depending on existing 9 y q P g 9 NOTE: ROCK CONSTRUCTION ENTRANCE SHOULD BE 2. REMOVED SEDIMENT SHALL BE DEPOSITED sub—grade soil conditions. 4. Bituminous trolls may not be constructed unsuitable WET SLOPE LINING 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, MINIMUM HEIGHT OF 1.0' AND CONTAIN MAXIMUM SIDE SLOPES OF 4:1. ROCK CONSTRUCTION TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE soils. No waste material, black dirt, or organic soils allowed. a INLET CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT /BLANKETS EEEROSION BLANKETS RF REINFORCEMENT ENTRANCE 2. LAY BLANKETS LOOSELY AND STAKE OR 3. SILT FENCE SHALL BE PLACED ON SLOPE SEDIMENT FILTER MATS SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. STAPLE TO MAINTAIN DIRECT CONTACT WITH INSTALLATION THE SOIL. DO NOT STRETCH 0 o � `a DRAINAGE & UTILITY EASEMENT NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. BOLLEVARD 2.07. SLOPE L 20' TO PL 14.0'— NOTE: 4.0'— SURMOUNTABLE CURB & GUTTER STREET (28' BACK TO BACK) CL - 20' TO PL -14.0' - SLOPE 1-1/2" - MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2350 LVNW35030B BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL LOCAL PUBLIC STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES, SEE PLAN VIEW FOR DIMENSIONS CL e� o� 30' ROW = 30' ROW C 11. 15.5' 15.5' 14.5' DRAINAGE & UTILI EASEMENT BOULEVARD 2.0% SLOPE 3.0% SLOPE WWestwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952.937.5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 Westwood www.westwoocips.com NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. I hereby certify that this plan was prepared by me m mMer r" I � direct supervision and that I am a duly licensed PROFESSIONAL ENCII111FER under the haws of the State of Minnesota. Justin A Larson Date 03/17/06 License No. 43922 BOULEVARD 2.0% SLOPE F. D � ": - 7. 1 1-1/2" — MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2350 LVNW35030B BASE COURSE 12" — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE 0 SAGE & UTILITY EASEMENT SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SID iA�E & UTILITY EASEMENT DoWneck JAS Prepared C31ACIM& I" farThe Pemtom Land Company onwa: MT � �� /� 7597 Anagram Drive Eden Prairie, Minnesota 55344 W z 0 0 J W W z z J J 0 0 0 DIRECTION_ OF ON LOT 0.5' DIRECTION OF FLOW ON STREET 6"-3A32 CONCRETE 4" CLASS 5 COMPACTED SUBGRADE CONCRETE WALKWAY NOT FOR CONSTRUCTION The Preserve Minnesota w z J 0 0.5' LOT BENCHING 200311 10DTP01.DWG Date. 03/17/06 sheet. 10 of 12 Preliminary Grading, Drainage, & Erosion Control Details H U U Q (U O O N ti Cl) m 3 a N IL H Q O c� O C11 3 0 M O N v2006 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 T 0+00 1+00 2+00 3+00 4+00 5+00 6+D0 M.P. ELEV = 933.14 PVT STA - 1+D0 10+00 EIEV - 904.75 LP. STA - 9+99.57 A.D. 2.02 IB II n K - 4.52 / 9 PM ELEV - 925.00 K - 25.12 90, VCI / m K : 25.87 PM EIEV = 914.00 K - 20.09 y 260' VO 1 200' VC N 1 1 W / O AD. - 1.07 \ uy 1 n � 41 a 6 y x K = 84,09 T 0+00 1+00 2+00 3+00 4+00 5+00 6+D0 M.P. ELEV = 933.14 8+00 LP. ELEV - 927.49 10+00 M.P. STA = 7+71.74 C LP. STA - 9+99.57 A PM STA - 7+70 IB II n PN STA - 10+00 PN STA = 3+30 PV1 ELEV - 936.41 9 PM ELEV - 925.00 K - 25.12 A.D. - -10.05 p A.D. - 9.96 m K : 25.87 PM EIEV = 914.00 K - 20.09 H 260' VO 1 200' VC II II II 1 1 W / II n AD. - 1.07 \ uy 1 n � 41 a n a x K = 84,09 \ x a T S a 90' VC I 15o vc IQ N W / N II 0 n� tt� o ♦n♦ 1 1 aII N `w O >>. m d n G \ N a x I` n W / \ T 0+00 1+00 2+00 3+00 4+00 5+00 6+D0 M.P. ELEV = 933.14 8+00 LP. ELEV - 927.49 10+00 M.P. STA = 7+71.74 C LP. STA - 9+99.57 A PM STA - 7+70 PM ELEV - 919.68 PN STA - 10+00 K = 2D.00 PV1 ELEV - 936.41 9 PM ELEV - 925.00 K - 25.12 A.D. - -10.05 p A.D. - 9.96 m K : 25.87 K - 20.09 H 260' VO 1 200' VC II II II 1 1 W m � 1 II n O + � 53 m A 0 5 \ uy 1 n � 41 a n a x V0 \ x a T S a / 7+00 8+00 9+00 10+00 4+00 C Street A LP. ELEV = 920.50 LP. STA = 1+30.00 PVI STA - 1+50 PN ELEV - 919.17 A.O. = 7.30 K = 20.55 150, W C4m n � N m + N C II II, 11+00 12+00 H.P. ELEV - 933.77 H.P. STA - 5+34.24 PN STA - S QD PN ELEV = 934.21 AD. - -530 K 20.79 110' VL I mm Y w j a H.P. ELEV = 940.04 N.P. STA = 13+75.81 PM STA = 14+0581 PM ELEV = 945.29 A.D. - -12.00 K - 30.00 13+00 14+00 i R 15+00 16+00 17+00 PVI STA - 0+50 LP. ELEV - 903.03 PM ELEV - 908.91 LP. STA - 1+7550 A.O. - -2.0 PM STA = 1+41.87 K - 25.00 PM ELEV = 90232 A.D. = 8.40 I 50' VC K - 20.33 m 130' W I m lm'1 m m 1 u 1 n N � II II D N 0l1 n F 0+00 1+00 2+00 3+00 PM STA - 1+00 4+00 C PM STA - 1+00 Street B PM ELEV - 919.68 +1+00 Street I 5 PM STA - 6+00 PM SEV - 904.00 A.D. _ -5.00 K = 20.01 100' VD 8 I I 8+00 7+00 6+00 Wastes Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55394 PHONE 952-937-5150 WFAX 952-937-5822 TOLL FREE 1-888-937-5150 Westwood www.westwoodps.com 5+00 D+001+00 PM STA - 2+50 PM ELEV - 911.00 A.D. - 3.79 / N - 28.41 2+00 3+00 4+00 PM STA - 1+00 Street C PM STA - 1+00 A.D'- -2.30 Street PM ELEV - 919.68 99 K = 2D.00 A.D. - -2n 9 Y N K - 25.12 19+00 p 5+00 6+00 11+00 PM STA - 1+00 o$ PN ELEV = 891.79 1+00 2+00 3+00 4+00 A.D'- -2.30 Street K - 21.74 99 K = 2D.00 50 VC 9 Y N 0 m 19+00 p 20+00 m N Street H m m u II II II 1 1 W II LLq II n 1 Y n 1 5 n uy 1 6 � 41 a n a x 7+00 0+00 1+00 2+00 Street N PM STA - 2+26.54 PM STA = 1+00 PM ELEV - 890.00 PM ELEV -885.20 A.D. _ -108 K - 2589 A.D. - 0.79 180' W K=8103 N + 5+00 4+00 3+00 2+00 1+00 0+00 0+00 Street j I hereby our the tXs plan - propound by ere oruncia my Re.wa,te dlred supervision maul that I em • duly hosoje d VROFREMA1 » lower the laws of ere Stele of lAhmwa. Justin A. Larson Liman 03/17/06 LiNo. 43922 GROUND C/L GRADE \ I n 'm 18+00 LP. ELEV - 908.31 LP. STA = 20+18.30 PN STA = 19+75 PV1 ELEV = 905.45 A.D. = 10.40 K s 24.04 250 Vii PN STA = 6+50 PVI ELEV - 935.68 A.D. - -3.45 K - 31.86 110'W n m +A n nm PM STA =5+00 II u II PM ELEV - 928.00 n < > A.D. aIm $Ii 11+00 w w o$ 0+00 1+00 2+00 3+00 4+00 5+00 5+00 7+00 Street L 99 K = 2D.00 PM EIEV 9 N 0 m 19+00 - 20+00 m 21+00 Street H 8+00 9+00 PN STA - 1+00 PVI ELEV - 926.62 A.D.--0.82 K - 1WAS 90' VO o m o p II 13+00 - 11+00 PM ELEV = 923.89 9+00 ( 14+00 2+00 1+00 0+00 Street L 13+00 PM STA = 3+00 11+00 PM ELEV = 923.89 9+00 A.D. = 0.26 7+00 K 190.82 A.D. = 4.00 I 50' VO I K = 2D.00 PM EIEV 80' 1'C N 0 m m m + N m - _ -22D n ry m r �- II II II 1 1 W II LLq II n A.D. 7.49 n 1 'mer n n a x V0 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 A.D. = 4.00 K - 20.00 / K = 2D.00 PM EIEV 80' 1'C Street E PM STA - 1+00 PM EIEV - 930.21 A.D. --0.26 K = 190.82 50' W I nm In 11 5 II a W • �/ PM STA = 1+00 PM ELEV - 926.04 PM STA - 2+70 K - 20.00 PM ELEV - 890.99 PM ELEV - 914.14 II W A.D. - 4.00 A.D. = 4.00 K - 20.00 / K = 2D.00 PM EIEV 80' 1'C P'A ELEV = 912.48A.D / PM STA = 1+30 a - _ -22D n ry p m `w r �- II II II 1 1 A.D. 7.49 n 1 'mer n n a x V0 x a S a I PM STA = 1+00 PM ELEV - 926.04 A.D. -_4,00 K - 20.00 PM ELEV - 890.99 N m II W A.D. - 4.00 s+ !'9 4+00 3+00 2+00 1+00 0+00 1 1 3+00 2+00 1+00 1.00 2+0D 3+00 4400 5+00 Street G Street D Street M Prepared for. vaoxoo& JAS The Pemtom Land Company DMIM BAT Reamd Dfawhg Iter/daft 75W Anagram Drive Eden Prairie', Minnesota Me" 5+00 4+00 3+00 2+00 1+00 0+0D PM STA = 1+00 PM ELEV - 890.99 PM STA - 0+50 A.D. - 4.00 PM STA = 3+00 K - 20.00 / LP. STA = 1+6516 PM EIEV 80' 1'C P'A ELEV = 912.48A.D PM STA = 1+30 5 1 - _ -22D + $m o r �- II II II II K K A.D. 7.49 1 1 ."W I n a 50' V0 3+00 2+00 1+00 0+0D m m�m mm m� mp 91 m 0+00 1+00 2+00 4+00 Street K mm 0+00 NOT FOR CONSTRUCTION The Preserve Chanhassen, Minnesota 3+00 2+00 1+00 Street F 0+00 20031110DTP02.DWG Date: 03/17/06 sheet 11 OF M Preliminary Grading Profiles LP. ELEV = 909.35 PM STA - 0+50 PM STA = 3+00 LP. STA = 1+6516 PM EIEV = 91250 P'A ELEV = 912.48A.D PM STA = 1+30 A.O. _ - _ -22D �VI� - 00,00 �- .33 K K A.D. 7.49 1 1 ."W I K - 0.04 50' V0 I 15o vc y N W N II 0 n� tt� o ♦n♦ 1 1 aII N `w O >>. m m�m mm m� mp 91 m 0+00 1+00 2+00 4+00 Street K mm 0+00 NOT FOR CONSTRUCTION The Preserve Chanhassen, Minnesota 3+00 2+00 1+00 Street F 0+00 20031110DTP02.DWG Date: 03/17/06 sheet 11 OF M Preliminary Grading Profiles .11 m 2006 Westwood Professional Services, Inc. Section A DISTANCE IN FEET Section D 935.00 930.00..:Marv. < 7876 mope Top of Slope 926.00 '. _ .. .._ _... ....... _. .. __; 930.00of 925.00. „ < 18% Slope 925.00 Mev 91900 . _... ...... 919 920.00._. 925.00 Top of. Slope I z 915.00... 14, 915.OD ..... .,.... _. O 915.00 910.00 _ v.. _. _.. _.. ... Zz > 00 ... 2£4 .. ... ... Av Toe of Slope: w , _. .. : Toe of-, Slope w 90D.00Elev. 900.00 < W 895.00... ,895.00 -. IDev. 865.0D W 890.00 Slope _. . j 890.00_. < 18%:Slope D85.00.... � 1896 SIOPe . 885.00... - 880.00 DISTANCE IN FEET Section D DISTANCE IN FEET Section B 935.00 13-% Slope .. _. .... .... 935.00 930.00of 930.00... < 18% Slope 925.00 Mev 91900 . _... ...... 919 925.00 925.00 Top of. Slope I 920.00... 14, 915.OD ..... .,.... _. O 915.00 915.00 _ v.. _. _.. _.. ... Zz 910.00'' ... � W 905.00 , 1_.. _ ' Ayreq� , _. .. : Toe of-, Slope w 90D.00Elev. 900.00 < W 900.00 895.00..16 ,895.00 Avp. ..Toe of Slope ,895.0018%. 890.00 Slope 890.00 j 890.00_. < 18%:Slope D85.00.... 850.00 885.00 890.00... 675.00... :.. _..._ _. .... _ _ < 18% Slope -� 870.00 DISTANCE IN FEET Section B 00 DISTANCE IN FEET Section C Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 93s.00 < 13-% Slope .. _. .... .... 935.00 930.00of t _. .._. jT�.5lope ..:: 930.00 925.00 Mev 91900 . _... ...... 919 Record � ��/� 925.00 920.00 I z0 i ..... .,.... _. O 915.00 .915.00 _ v.. _. _.. _.. ... ,910.00 .� _. ... � W 905.00 , 1_.. _ ' Ayreq� , _. .. : Toe of-, Slope w 90D.00Elev. 900.00 _. _ 89100 Ld ,895.00 .. -"pe ._ i Mev. 88!00 ,895.0018%. 890.00 Slope 890.00 985.00 .. ... < 18%:Slope D85.00.... 850.00 .. 00 DISTANCE IN FEET Section C Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 o N. g m S DISTANCE IN FEET NOTE: All average slopes from top of slope to toe of slope are less than 30%, therefore do not fall under the city's definition of "Bluff". a services.lnt _Eden Prairie, MN 55344 PHONE 952.037-5750 W TOLL FREE 11-888-93 15,- 50 hY00�I www.vweAwoodps.com www.eAwoodps.com < 18% Slope -. - Daum&- � 935.00 -.... 930.00 Cory Meyer nate �� luta No. 26971 Elev. 927.00, Record � ��/� 925.00 z 920.00 O 915.00 j 810.00 W 90.000 _ ZC%A --� _. - a - Toe of Slope w 90D.00Elev. _. _ 89100 '...... ,895.0018%. Slope 890.00 ...._ _ _ D85.00.... .. o N. g m S DISTANCE IN FEET NOTE: All average slopes from top of slope to toe of slope are less than 30%, therefore do not fall under the city's definition of "Bluff". a services.lnt _Eden Prairie, MN 55344 PHONE 952.037-5750 W TOLL FREE 11-888-93 15,- 50 hY00�I www.vweAwoodps.com www.eAwoodps.com my LANDSCAPE >�p�m and � duly Daum&- � Prepared far: The Pemtom Land Company 7597 Anagram Drive Eden Prairie, Minnesota 55344 � Cory Meyer nate �� luta No. 26971 Record � ��/� NOT FOR CONSTRUCTION The Preserve Minnesota 0' 100' 200' 300' 20031110SKPO4.DWG Date: 03/17/06 Sheet. 12 OF 12 Bluff Analysis Plan Creative Solutions for Hoisington Koegler Group Inc. Land Planning and Design Creative Solutions for Land Planning and Design Hoisington Koegler Group Inc. ©© February 28, 2003 ©n Ms. Kathryn R. Aanenson, AICP, Community Development Director City of Chanhassen 7700 Market Blvd., PO Box 147 Chanhassen, MN 55317 RE: Proposal for Town and Country Development Project A UAR Dear Ms. Aanenson: Hoisington Koegler Group Inc. (HKGi), a Minneapolis-based firm specializing in land use planning, urban design and strategic planning, is pleased to submit this proposal to assist the City of Chanhassen in the preparation of an Alternative Urban Areawide Review for 650 acres in south central Chanhasssen, including an 80 -acre development concept from Town and Country Homes. Over the past five years, the AUAR has become a more effective and efficient way of performing environmental assessments for large areas that would otherwise require multiple EAW or EIS documents. Our staff has led or participated in the development of five AUARs in the last few years. For the Town and Country Homes project and AUAR, we have assembled a team that is well experienced in the arena of environmental reviews and documentation, including the AUAR process. The HKGi team also possesses a strong working knowledge of the project area and the community; several team members have worked in Chanhassen as consultants and, as you know, I formerly served on the Chanhassen City staff. Joining HKGi for this project is Kimley Horn and Associates (KHA), Peterson Environmental Consulting and the 106 Group. KHA is a national engineering firm with expertise in civil, site, and transportation engineering as well as noise and air quality analysis. Peterson Environmental Consulting specializes in wetland and soil science, hydrology, plant and wildlife ecology, plant and animal surveys, restoration design, GIS, and regulatory analysis. The 106 Group is a leader in cultural resources planning and management providing technical expertise in the fields of archaeology, history, GIS/GPS, and Section 106 and other preservation laws. HKGi has strong working relationships with each of these firms. Together, we comprise a true "team" that has the required expertise and experience in community planning, engineering, landscape ecology and environmental documentation necessary to complete this project. We are excited by the challenges that we see in this project and it's potential to result in a more coherent development pattern across the entire 650 acres. Thank you for the opportunity to present this proposal. We look forward to discussing our credentials and approach to the project with you in greater detail. Please feel free to contact me at 612.252.7120 or email at mkoeglcr(@,hkizi.com with any questions. Sincerely, HOISINGTON KOEGLER GROUP INC. Mark Koegler, ASLA President RMK:dbm Enclosure 123 North Third Street, Suite 100, Minneapolis, MN 55401-1659 Ph (612) 338-0800 Fx (612) 338-6838 Town and Country Development Project Alternative Urban Area -Wide Review Hoisington Koegler Group Inc. 123 North Third Street, Suite 100 Minneapolis, Minnesota 55401 ph. 612.338.0800• fit. 612.338.6838 City of Chanhassen February 28, 2003 CM OF CHANHASSEN Proposal HKGi and 106 Group HKGi 106Gmup and Kimley-Hom 106Gmup Klmley-Horn Mason Environmental Key Projects Project Name Location Date Development Description Type Size Time Collaborating Firms/Roles 3 Key Staff/Roles frame Marion Road AUAR Rochester, MN 2001 Environmental impact assessment of given AUAR 4000 9-12 mos. Earth Tech -Lead Firm; HKGi-Land Use HKGi hypothetical development scenario. acres Planning; Mark Koegler, Proj. Mgr. 106 Group -Cultural Resources Brad Scheib, Lead Planner Lil Leatham, GIS 106 Group: Anne Ketz, 106 Group Proj. Mgr. Will Stark, Sr. Architectural Historian Andrea Vermeer, Sr. Archeologist Woodbury East Woodbury, MN 2000 Assessment ofnext phase ofMUSA AUAR 1832 9-12 mos. Bonestroo, Rosene and Anderhk - Lead Firm; Brad Scheib, HKGi Proj. Mgr. and Lead Planner AUAR expansion. Area included a rare trout stream. acres HKGi - Land Use Planning NW Quadrant Urban Inver Grove Heights, 2000 Identify regulatory techniques to achieve the AUAR 2200 9-12 mos. Bonestroo, Rosene and Anderhk - Lead Firm; M ark Koegler, Proj. Mgr. Expansion AUAR MN land use pattern found in comprehensive plan acres HKGi - Land Use Planning Loren Gordon, Lead Planner and area master plan. Medica AUAR Hopkins, MN 2001 Analysis of corporate facility site plan in AUAR 20 4-6 mos. HKGi-Lead Review Firm M ark Koegler, Proj. Mgr. relation to comprehensive plan/zoning code. acres MN Orch Brooklyn Park, MN 1999 Site selection, design and planning EAW 80 HKGi-Lead Firm, Land Use Planning, Design M ark Koegler, Proj. Mgr. Amphitheater EAW acres Mall ofAmerica/ Bloomington, MN 1999 Redevelopment; Commercial, Office, and AUAR 2350 14 Mos. SRF -Lead Firm K®ley-Horn: South Airport Mall of Amcrica Development acres URS -Infrastructure Analysis Mike Hermann (Done while with URS) - Utility & Roadway AUAR 106 Group - cultural resources Infrastructure Analysis 106 Group: Anne Ketz, 106 Group Proj. Mgr. TH 41 Minnesota Scott and Hennepin 2003 Scoping phase for proposed new bridge EIS 23,128 SRF -Lead Firm Anne Ketz, 106 Group Proj. Mgr. River Crossing Counties.To connect construction acres 106 Group - cultural resources new TH 212 and TH 169, near Chanhassen Cedar Grove Eagan, MN 2001 Redevelopment AUAR 221 SRF -Lead Firm Anne Ketz, 106 Group Proj. Mgr. Redevelopment acres 106 Group - cultural resources Will Stark, Sr. Architectural Historian AUAR Andrea Vermeer, Sr. Archeologist Runway 17-35 Storm Minneapolis, MN Mar Storm Drainage Ponds & Facilities on NEPA 40 7 Mos. URS - Lead Mike Hermann (Done while with URS) - Proj. Mgr. Sewer Environmental 2001 Federal Land EA acres Assessment Riverview Corridor St Paul, MN Jan Bus Rapid Transit Corridor NEPA 17 Project URS - Lead Mike Hermann (Done while with URS) - Proj. Mgr. PE/EIS 2002 EIS Miles Stopped after Scoping Sandstone Motor Sandstone, MN Oct Motor Sports Park EAW 157 2 Mos. Peterson Environmental (Ecological Resources) Ron Peterson - (Project Manager and Principal Author) Sports Park 2002 acres Cordon Bricken & Assoc. (Sound Study) Fish Wildlife and Ecological Resources, Water Resources Ehlers & Assoc.(Economic) SEH (Roads Utilities) Braslau Associates (Air quality) Behshoof & Assoc. (Traffic) Minnesota Valley Shakopee, MN FebBusiness Park AUAR/- 210 10 Mos. Peterson Environmental- Jim Arndt, Soils Geology, Water Resources West/ 2001 EAW acres Braslau Associates - (Air quality Principal Scott Krych, Wetlands, Threatened Endangered Species, Fish, Shenendoah Lane Author), Wildlife and Ecological Resources Business Park Howard R Green Co. Prior Lake - Savage Savage, MN Feb High School EAW 133 10 Mos. Peterson Environmental- Ron Peterson,Fish Wildlife and Ecological Resources, Physical High School 2000 I acres Braslau Associates (Air Quality, Principal Author) Impacts on Water Resources Jim Arndt, Soils Geology, Water Resources Hoisington Koegler Group Inc. ©® PAGE Response to Qualification Questions Describe your experience being the lead consultant for a team of consultants collaborating on an environmental assessment project. Describe your approach to successful multi -firm collaboration. As HKGi became aware of this project, it was not difficult for us to decide who could best provide the services needed to complete this project. Our past work experience with Peterson Environmental and 106 Group and our individual working relationships with key staff from Kimley Horn and Associates was clearly the match. Our project director and manager will be Mark Koegler, President of Hoisington Koegler Group. Mark has over 20 Years of experience leading planning projects of varying magnitudes and disciplines. Mark is currently the project manager for the Cottage Grove East Ravine Neighborhood Planning study which requires collaboration with five other consulting firms to complete a neighborhood design and AUAR for an area of over 3,000 acres. This area is part of the City's next MUSA expansion. Mark is often called upon to lead controversial planning projects because of his ability to listen and diffuse difficult situations and bring the right resources to the table at the right time. Mark has also assisted many communities in the review of EAWs and AUARs. The firms that will be collaborating with HKGi maintain staff that provide both technical expertise to the project as well as a central point of contact to ensure efficient and regular communication with the project director. The point person roles will be filled by Gary Ehret from KHA, Scott Krych from Peterson Environmental and Anne Ketz from the 106 Group, all of whom have extensive project management experience, as illustrated in their respective resumes. We employ a variety of communication strategies. First and foremost is face to face interaction. hi person interaction is critical to maintaining and building relationships especially in the age of "click and send" emails. At key points throughout the course of this project, we will hold team work session meetings at the offices of Hoisington Koegler Group. Our offices in downtown Minneapolis offer a unique "work room" environment where our team can all get together, pin maps up on walls, and produce results. All firms are equipped with the latest communication technology and the project team has access to an ffp site for transferring large electronic documents and drawings. HKGi's approach to successful multi -firm collaboration relies on the relationship that HKGi has built with ourcollaborating firms of KHA, Peterson Environmental and 106 Group. HKGi's focus on land planning and urban design helps us deliver the top quality product that our clients demand. Focusing on these disciplines, though, means that we must build strong collaborative relationships with professional service firms that provide the complementary services necessary to serve our clientele—most often local municipalities. While many of our staff at HKGi are generalists and have a sound understanding of engineering, environmental science and cultural resource management, we are not licensed engineers, scientists, archeologists or historians. Our knowledge and familiarity of these services combined with our acknowledgement of who the real professionals are, fosters a strong working relationship between these collaborative firms. We openly rely on one another to provide expertise in their respective disciplines. Hoisington Koegler Group Inc. 1013 ©8 PAGE 2 not have been the most unique or unexpected issues that you have encountered during any of projects listed on page 1 and what was your approach to dealing with or resolving them? Over the years, Hoisington Koegler Group has learned to approach each project with an open mind, avoiding preconceptions and premature conclusions that might misdirect a planning process. Experience has also taught us to embrace unexpected issues as challenges, and turn them into opportunities. The City of Inver Grove Heights offers a good example of an unexpected turn of events that has been channeled into a productive neighborhood -based planning initiative. HKGi assisted the City of Inver Grove Heights in updating its Comprehensive Plan. The plan draws on the community's unique physical features to establish development patterns that create compelling templates for future development. Unfortunately, the engineering that was done as part of the process under a separate contract utilized a very standard approach. As a result, the storm water treatment system for a 2,500 acre MUSA expansion area involved a massive pipe and pond system and a 3.5 mile force main to carry water to the Mississippi River for discharge. Storm sewer assessments alone were estimated at just under $10,000 per acre. Neighbors and land owners in the MUSA expansion area strongly opposed the identified storm water system. They made it quite clear that they intended to stop development in their area unless the city considered an alternative solution. Addressing the challenge directly, the city established a neighborhood task force to provide additional input into land use recommendations and future utility systems. Nm .. Pitt Pl -lae Ca Hoisington Koegler Group was retained to work with the neighborhood task force. Mark Koegler, serving as the project manager, assembled a team to examine other alternatives that would produce a land use pattern that respected the area's dramatic terrain and tree cover while treating and retaining as much storm water runoff on-site as possible. HKGi's consulting team, which included staff from two departments at the University of Minnesota and one staff member from the University of Montana, identified and conducted a pilot study research process that evaluated alternative land use patterns and storm water management systems. The Watershed Erosion Prediction Model (WEPP) was used to estimate storm water flows and sediment movement associated with urban development. The WEPP helped define a concept master plan for the pilot area that identifies a land use pattern reliant on natural Ponding areas, rain water gardens, and other techniques to minimize storm water runoff and the resulting need for major storm water improvements. At the present time, the city has moved into the next phase of the overall master planning process. HKGi is currently working on identifying regulatory techniques that can be used to achieve the desired land use patterns. The neighborhood task force is still directly involved in the process and is providing ongoing input. The area planning process has resulted in both a new approach to development in northwest Inver Grove Heights and a new cooperative spirit between the neighborhood and the city. HKGi has also conducted more detailed land use analysis as part of an AUAR for this area. The AUAR is currently on hold as it awaits further storm water management analysis. Hoisington Koegler Group Inc. ©© ©8 PAGE 3 What have been the most challenging situations that you have encountered during any of the above listed projects and how did you address or resolve them. Brooklyn Park Performing Arts Center EAW In a highly public and controversial project, HKGi served as the lead firm in the preparation of the EAW for the Minnesota Orchestra's proposed amphitheater in Brooklyn Park. Initial challenges involved an extremely complicated approval process both at the local and state levels and a tight time schedule. As the project became more widely known among the general public, the most significant challenge that emerged was the amount of inaccurate information that was continually being presented to Brooklyn Park residents via flyers, web sites and door knocking campaigns. Working with a multi -disciplined team of architects, traffic engineers, acoustics experts, environmental scientists, attorneys and civil engineers, HKGi helped establish an extensive public involvement process to accurately portray the impacts of the project. Involvement techniques included large open houses in Brooklyn Park, Open houses in adjacent municipalities, on site meetings with opposition groups, direct mailings and other collaborative efforts with project supporters. The issue of accurately and openly presenting the facts and impacts of the proposed project reached a conclusion during a record breaking nine hour public hearing that finally adjourned at 4:00 a.m. The end result was approval by the city of Brooklyn Park and subsequent approval by all applicable agencies. Marion Road AUAR, Rochester, MN HKGi provided land use planning as part of a multi -firm collaboration to complete an AUAR for the Marion Road Trunk Sanitary Sewer Project in Ohnsted County. The City of Rochester was petitioned to extend sewer and water services to a portion of Marion Township, southwest of the City. The MPCAand EQB required the City to complete an environmental assessment in the form of an AUAR so that as development interests picked up in the area, impacts could be assessed in a holistic manner rather than piecemeal. The project area included over 4,000 acres of land with portions of it developed at rural densities. The challenge facing the cornmunity included how to assess the availability of developable land when much of it has potential environmental or man made constraints. HKGi assisted the City with GIS mapping to overlay a series of land covers (environmental, land use, cultural resource, etc... ) and arrive at a pattern of land use that was unconstrained, partially constrained or totally constrained. This system enabled the City to arrive at a reasonable assumption of development densities and quantities based on a parcels level of constraint that was used to model the environmental impacts. The mapping also revealed a series of corridors that could be used as `greenway' connections to enhance the community park system. HKGi led the GIS mapping exercise. Brad Scheib was the lead planner and Lil Leatham was the GIS technician. The 106 Group provide Archeological and Cultural resource expertise. Hoisington Koegler Group Inc. ©© ©e PAGE 4 Why is your firm uniquely qualified to conduct an AUAR for the City of Chanhassen? The HKGi team is uniquely qualified to complete this project for three primary reasons: 1) we know the city of Chanhassen and its staff from continual project involvement over the past 20 years, 2) we thoroughly understand the AUAR process and can demonstrate successful completion of similar projects and 3) we have a unique ability to establish a high level of rapport and trust among all project participants including elected officials, property owners, and key agency personnel. The HKGi team provides: • A thorough understanding of the process, rules and requirements for environmental assessments (including AUARs) as outlined in state and federal law. • Intimate flimiliantywith key state and local resourcesthatcan help aswmble geogiaphic andproject specific information. • Professional skill sets in the disciplines required to complete an Environmental Assessment: - project management (HKGi) - municipal engineering (KHA) - land use planning (HKGi) - environmental resources (Peterson Environmental) - cultural resources (106 Group) At the core of this project is a seasoned team of multi -disciplined professionals who bring the right experience and credentials as well as an established working relationship. They include: Mark Koegler (HKGi) will serve as the overall project manager/director for the AUAR. He was Chanhassen's planning director from 1978 to 1981 and has had a hand in authoring three of the city's Comprehensive Plans. Mark also designed significant portions of Chanhassen's park system and has worked on numerous planning projects in the community over the years, including assisting in the preparation of the Bluff Creek zoning overlay ordinance. Mark is intimately familiar with the environmental assessment process, especially AUARs. Gary Ehret (KHA) will be the engineering project manager. He has worked on numerous projects for the City of Chanhassen over the years. Kimley-Horn and Associates is also one of the firms recently selected by the City to provide consulting engineering services on an on-call project basis. Jon Horn (KHA) will serve as the project engineer. Jon has extensive knowledge of the community having completed projects in Chanhassen and currently serves as the project manager for Kimley-Horn's on call contract with the City. Brad Scheib (HKGi) will serve as the project planner. Brad assisted with research and design of the Bluff Creek zoning overlay ordinance, and is intimately familiar with the resources that provide GIS data for environmental assessment projects. He has a thorough knowledge of environmental review processes and played a major role in HKGi's recent involvement in a successful AUAR in Rochester, Minnesota. Scott Krych and Ron Peterson (Peterson Environmental) are biologists and wetland scientists. Collectively, they have completed numerous environmental assessments for public and private clients throughout Minnesota and the Midwest. Anne Ketz (106 Group) will be the project's lead cultural resource investigator. She has over 20 years of experience in cultural resource management. Anne possesses recognized expertise in state and federal preservation law and directs a staff of Archaeologists and Historians. Hoisington Kcegler Group Inc. ©© ©® Work Program The HKGi team has assembled a work program designed to complete an environmental review in the form of an "Alternative Urban Areawide Review" for 650 acres in south central Chanhassen. This AUAR will satisfy the need for environmental reviews for individual development proposals within the project area that are consistent with the development assumptions and mitigation measures of the AUAR. This includes the 80 acre development proposal by Town and Campy Homes that is referenced in the RFP. The following tasks cornVise the HKGi team's proposed work program: Task 1– Organize the effort: Getting a good start to the project requires establishing a common understanding of the big issues and community objectives and ensuring an open line of communication between all the necessary stakeholders and interest groups. This task includes developing a list of key public agencies, property owners and special interest groups who will need to be informed of the project and consulted at key points, and who will have the opportunity to review drafts of the AUAR prior to approval. This task also includes coordination of a task force that will provide community guidance and insight to the project. It is assumed that City staff will assemble the task force and the consulting team will provide input as needed. Task 1 will also include establishing a communications and outreach strategy that will favus on outreach through existing media resources. There are four meetings planned as part of Task 1: a "fact-finding" meeting with key City Staff members; a meeting with public agencies (Chaska, Carver County, DNR, MPCA, Metro Council, School District, Watershed District, etc...); a kick-off meeting with the task force; and an informational presentation as part of a regularly scheduled City Council or Planning Commission meeting. Deliverables: Final work program and schedule. Meeting summaries. Communications strategy. Task 2—Define the context (inventory): Environmental reviews require significant inventory work to establish a firm base of information at the onset of the project. Much of this information has been assembled for previous planning studies such as the Chanhassen Comprehensive Plan or the TH 212 EIS. These documents will be reviewed and referenced in the AUAR. For the bulk of the project area, there is a wealth of mapping data available from regional and local data sources. Various layers of data will be assembled in a common GIS format so that they may be overlaid and analyzed in relationship to each other. Some data that is not available may be collected via field survey, or other forms of data collection, and entered into a GIS layer. Examples of data layers include land cover types, wetlands, existing and planned land use, individual well and septic systems, zoning, watershed boundaries, soils, contours (slope information), significant habitat and biodiversity areas, utility corridors and infrastructure, historic structures, cultural resources and roadway and traffic data. Besides simply assembling an inventory of environmental information, this mapping exercise will result in an identification of developable lands (or legally unencumbered land areas.) The mapping exercise will also help establish desirable corridors and linkages of open space by which sensitive lands can be protected from development without reducing overall density in the project area. Deliverables: Background and technical memorandum documenting inventory and identifying developable land areas. Electronic copies of GIS map layers and data sets. Task 3—Describe the development scenarios: The preparation of the AUAR will be based on the worst case or most intense development scenario acceptable under the guide of the Chanhassen Comprehensive Plan and zoning ordinances. The land use types and density limits, as provided for in the Comprehensive Plan and zoning ordinances, will be applied to the vacant land inventory established in Task 2 in order to quantify potential development in the project area. In the case of the Town and Country proposal, land use types and quantities will be used as identified on the Concept Development Plan. Deliverables: A technical memorandum using tables, maps and charts to illustrate development quantities, types and locations, and a written desc iption of the proposaOlanned development pattern. Hoisington Koegler Group Inc. ©© ©® PAGE 6 Task 4—Evaluate the impacts: The consultant team will use results from Task 3 to calculate environmental impacts. Based on development patterns and densities in the project area, the consultant's will estimate vehicle trips and assigned them to the roadway network according to travel mode. The team will evaluate roadway and intersection capacity, and will study which roadway networks will best serve development in the project area and provide continuity to the regional roadway system. Roadway and utility infrastructure needs will be estimated, and their environmental impacts assessed, especially as they pertain to crossing of environmental corridors such as Bluff Creek. Finally, the need for public facilities such as schools, parks and emergency service needs will also be addressed. Deliverables: A technical memorandum documenting the impacts of the development scenarios on traffic, roadway improvement needs, public infrastructure needs, historical/archeological resources, environmental resources and public facilities need. Task S --Explore mitigation strategies: Strategies and action steps to lessen or avoid significant environmental impacts resulting from development will be explored and identified. These strategies will specify both physical mitigation measures as well as the legal and financial measures and institutional arrangements necessary for their successful implementation. Deliverables: A technical memorandwn outlining strategies to mitigate significant environmental impacts or avoid them altogether. Task 6—Assemble the pieces (draft the AUAR document including the mitigation strategies): Preparation of an AUAR generally follows the same format as an Environmental Assessment Worksheet (EAW) with a level of analysis comparable to an Environmental Impact Statement (EIS). The EQB has provided a document titled "Recommended Content and Format Alternative Urban Areawide Review Documents" last revised on 10.02.00, which will provide the format for the AUAR document. To this point, tasks 2 through 5 will have provided the necessary content that will be used to complete the AUAR document. Deliverables: Complete draft of the AUAR document. Task 7—Facilitate the formal AUAR review process (conduct public open house): Minnesota Rules Part 4410-36 10, subpart 5, outlines a process for completing the AUAR. This process begins with a formal order (Order for Review) to conduct an AUAR by the Responsible Governmental Unit (RGU), in this case the City of Chanhassen. The draft document will then be sent out to various state, regional and local agencies and organizations for a review. This list of agencies will be developed by the consultant in conjunction with City staff. One open house would be conducted to review the AUAR with the general public and to provide a forum where questions can be asked in a one on one environment with consultants and City staff. Following a 30 day review period the document is revised as necessary and resubmitted as a final AUAR document. Deliverables: Orderfor Review in theform ofa City Council Resolution. A list of key agencies and otganizations for distribution of draft and final AUAR documents. Press release for publishing in EQB monitor. Written response to comments and questions received on the draft AUAR Task I -Facilitate adoption of the final AUAR document: Upon reviewing and responding to questions and comments on the draft AUAR and reaching consensus on outstanding issues, the final AUAR will be distributed. If no objections are received within 10 working days from receipt of the final AUAR, the document may be presented to the City Council for final action and the final AUAR will be adopted. Deliverables: Final AUAR document. Hoisington Kmgler Group Inc. ©© ©n PAGE 7 FEE ESTIMATE The total fee for completing the AUAR is estimated at $107,490. This fee includes the Town and Country project (the Benardi Property) which is itemized below at $16,221. In order to assess the portion of the fees that should be attributed to the Town and Country project we have itemized the wetland delineation fee estimate associated with the Bernardi Property ($3,420) and assumed 12.3% of the remaining costs associated with general planning and engineering services ($12,801). 12.3% represents 80 acres of the 650 acre project area. This method was used in order to equally distribute the costs that can not be directly applied to any one geographical area of the project but would be required if the Town and Country project were to proceed on its own with the preparation of an EAW. Fee and Schedule Proposal SCHEDULE Task 1 Organize the Effort Task 2 Define the Context Task 3 Describe the Development Scenario Task 4 Evaluate the Impacts This cost breakdown represents our understanding of the project. We Task 5 would be open to a more detailed evaluation of cost allocation should it Explore Mitigation be neccessary. A more detailed breakdown of fees by proposed Tasks Strategies can be provide upon request. Description ............... Total Project Costs.... ............. Fee Estimate $107,490 Town and Country portion...........................................$16,221 Remaining Costs................................................................ $91,269 Task 6 Assemble the Pieces Task 7 Facilitate the Formal AUAR Review Process • July City Council Meeting - Order for Review • Distribute Draft AUAR • 30 Day Review Period • Distribute Final AUAR • 10 Days to File Objections Task 8 Adopt the Final AUAR • If no objections are filed • If objections are filed Junes August Hoisington Koegler Group Inc. ©© ©n PAGE Key Staff Resume Index HOISINGTON KOEGLER GROUP INC. ©© ©e Mark Koegler, ASLA; Project Director/Manager ........... Page 10 Brad Scheib, AICP; Lead Planner ................................... Page 11 Loren Gordon, AICP; Project Planner ............................. Page 12 Lil Leatham; Technician ................................................... Page 13 KIMLEY-HORN AND ASSOCITES INC. ❑E❑ Gary Ehret, P.E.; Project Manager ................................... Page 14 Michael Hermann, P.E.; Municipal Engineer .................... Page 15 Jon Horn, P.E.; Municipal Engineer .................................. Page 16 James Renshaw, P.E., PTOE; Traffic Engineer ............... Page 17 PETERSON ENVIRONMENTAL CONSULTANTS INC. Scott Krych, PWS; Biologist ............................................ Page 18 Ron Peterson, J.D., PWS; Wetland Scientist ................... Page 19 James Arndt, Ph.D., LPSS; Soil Scientist ......................... Page 20 106 GROUP Anne Ketz, Project Manager ............................................ Page 21 I Andrea Vermeer, Archeologist ......................................... Page 22 William Stark, Historic Preservationist .............................. Page 23 Hoisington Koegler Group Inc. 1113 ®® PAGE 9 PROFESSIONAL EXPERIENCE MARK KOEGLER is a landscape architect/planner with 26 years of experience in completing public and private projects throughout the Midwest. He has specialized expertise in corridor planning; downtown redevelopment projects, community and regional Planning; park and recreational design; residential, commercial and industrial site design; streetscape and plaza design and the preparation of plans and specifications for site improvements. REPRESENTATIVE PROJECT EXPERIENCE • City of Inver Grove Heights, MN; - Northwest Quadrant Land Use Master Plan and AUAR - Comprehensive Plan • City of Rochester, MN; Marion Road AUAR Minnesota Orchestral Association; Site Selection and EAW- Brooklyn Park Amphitheater • City of Hopkins, MN; - East End Land Use and Transit Analysis/TOD Study - Excelsior Boulevard Corridor Study and Streetscape Improvements - Medica AUAR • City of Cottage Grove, MN; East Ravine Neighborhood Study and AUAR • Hennepin County/City of Eden Prairie, MN; Golden Triangle Land Use and Transit Analysis • City of Minneapolis, MN/IBI Group; Downtown East/North Loop Master Plan • Cities of Fridley and Columbia Heights, MN; Medtronic Corporation Headquarters Impact Analysis • City of Farmington, MN; Zoning and Ordinance Update • City of Eagan, MN; Zoning Ordinance Update • City of Faribault, MN; Comprehensive Plan Update • City of Minnetonka, MN; TH 101/Minnetonka Boulevard Neighborhood Plan • Metropolitan Council -Metro Transit/IBI Group; Northwest Corridor Scoping Study • Northstar Corridor Development Agency/IBI Group; Station Area Planning MARK KOEGLER, ASLA PRESIDENT HOISINGTON KOEGLER GROUP INC. EDUCATION B.S.L.A., Iowa State University Business Administration, UniwrsitygfS1. Thomas REGISTRATION Landscape Architect, Minnesota MEMBERSHIPS AND AFFILIATIONS American Planning Association American Society ojLandscape Architects Minnesota Recreation and Park Association Sensible Land Use Coalition, Past President Minnesota Design Team Team Member - Wadena, MN Co -Leader - Sandstone and Benson, MN Hoisington Koegler Group Inc. ©© ®n PAGE is PROFESSIONAL EXPERIENCE BRAD SCHEIB, a community planner with Hoisington Koegler Group since 1997, has experience in project management, land use planning, comprehensive planning, redevelopment planning, transportation and transit planning and geographic information services (GIS). Most recently, Brad has developed a strong knowledge in Transit-Oreinted Development principles having provided land use support on light rail, commuter rail and bus rapid transit projects within the Twin Cities Metropolitan Area. REPRESENTATIVE PROJECT EXPERIENCE • City of Rochester, MN; Marion Road Alternative Urban Areawide Reveiw (AUAR) • City of Woodbury, MN; - Comprehensive Plan - Alternative Urban Areawidc Review (AUAR) • City of Northfield, MN; Comprehensive Plan • City of Fridley, MN; Comprehensive Plan • City of Cottage Grove, MN; East Ravine Neighborhood Study • City of Faribault, MN; - Comprehensive Plan - GIS Strategic Plan • City of Ramsey, MN; - Comprehensive Plan - Redevelopment Planning - Commuter Rail Station Area Planning - Fire Station Site Location Study • City of Champlin, MN; - GIS Strategic Plan - Mississippi Crossings Redevelopment Plan - Comprehensive Plan Amendment • City of Newport, MN; - Economic Impact/RecoveryAnalysis—Highway 61 - Comprehensive Plan and Zoning Ordinance update - Redevelopment Planning and TOD Planning • Metro Transit; Northwest Corridor Bus Rapid Transitway Scoping Study—Land Use and Transit Oriented Development Planning BRAD SCHEIB, AICP PRINCIPAL HOISINGTON KOEGLER GROUP INC. EDUCATION Bachelor of Science in Community and Regional Planning, Iowa State University Minnesota Real Estate License, Prosource Educational Services MEMBERSHIPS AND AFFILIATIONS Minnesota Chapter, American Planning Association American Institute of Certified Planners Sensible Land Use Coalition Minnesota Design Team (Co -Leader) Urban Land Institute Hoisington Kugler Group Inc. 1113 ©® PAGE 11 PROFESSIONAL EXPERIENCE LOREN GORDON is a community planning consultant with a wide range ofpublic and private experience in Minnesota, Ohio and Iowa. He has served HKGi clients as both a project manager and as a project planner and specializes in community and regional planning, GIS, land use analysis, economic and demographic analysis, site planning, and ordinance writing. He also serves a number of HKGi clients as a consulting planner, which has required him to perform a number of municipal planning tasks such as preparing grant applications; reviewing land use applications and development plans; and writing ordinances for zoning, subdivisions and other regulatory functions. Loren's planning experience also includes working for municipal planning departments in both Iowa and Ohio. REPRESENTATIVE PROJECT EXPERIENCE City of Inver Grove Heights, MN; - Comprehensive Plan - AUAR Land Use Plan - Critical Area Plan - Zoning and Subdivision Ordinances - Rural Subdivision "Ghost Platting" Study City of Mound, MN; - Comprehensive Plan - Ongoing Planning Services - Surface Water Management Plan Implementation - GLS Land Use Information -EAW • City of New Prague, MN; - Comprehensive Plan - Zoning Ordinance • City of Ramsey, MN; - Zoning and Subdivision Ordinances - Town Center Transit Oriented Development Regulations • City of Eagan, MN; Zoning Ordinance • City of Minnetonka, MN; Water Resource Management Plan • City of Long Lake, MN - Downtown Master Plan and Design Guidelines - Village Zoning Regulations City of Farmington, MN; Zoning and Subdivision Ordinances LOREN GORDON, AICP HOISINGTON KOEGLER GROUP INC. EDUCATION B.S. Community and Regional Planning, Iowa Stare University BERSIIIPS AND AFFILIATIONS American Institute of Certified Planners American Planning Association Minnesota Planning Association, Membership Committee Chair Speaker, APA National Conference, 1001, Transforming Suburbs Sensible Land Use Coalition Co -Chair, Ohio Planning Conference, Dayton/ Miami Yalley Chapter, 1995-97 Hoisington Koegler Group Inc. ®© ®n PACE 12 PROFESSIONAL EXPERIENCE LIL LEATHAM is a graduate landscape architect with experience in applying GIS applications as a tool for site design, land use planning, transit oriented development projects and the analysis of natural systems and their influence on the built environment. Her GIS expertise played an essential role in the successful environmental analysis employed in the Mississippi River Greenway Strategic Plan and the Marion Road AUAR. She has also developed a number of Park designs, especially for the City of Chanhassen, where she has contributed to no less than six different park and trail projects. Most recently, she has played a substantial role in the mapping and development of concepts for the Downtown East/North Loop Master Plan, the Golden Triangle Land Use and Transit Analysis, and the parks component of comprehensive plans for Elk River and Faribault. REPRESENTATIVE PROJECT EXPERIENCE • City of Rochester, MN; GIS Coordination -Marion Road Alternative Urban Area Review (AUAR) • City of Chanhassen, MN; various park and trail design projects • City of Northfield, MN; Comprehensive Plan • City of Sartell, MN; Area Development Plan • Communities of Hastings, Rosemount, Nininger, Marshan, and Ravenna, MN; Mississippi River Greenway Strategic Plan City of Faribault, MN; Comprehensive Plan • City of Elk River, MN; Comprehensive Plan • City of Mound, MN; - Greenway Concepts - Mound Vision Downtown Revitalization • City of Brooklyn Park, MN; Waite Park • Metro Transit; Northwest BRT Corridor Scoping Study • City of Minneapolis, MN; GIS Coordination- Downtown East/ North Loop Master Plan • Hennepin County/City of Eden Prairie, MN; GIS Manager - Golden Triangle Land Use and Transit Analysis • City of Hastings, MN; - Mississippi Greenway Strategic Plan - Downtown Revitalization Master Plan LILLIAN H. LEATHAM HOISINGTON KOEGLER GROUP INC. EDUCATION M.L.A. - University of Minnesota B.A., Political Science- Emory University, Georgia AWARDS 1999 ASLA Merit Award for Student Work Landscape Architecture Academic Achievement Award, 1998, 1999 ACTIVITIES AND AFFILIATIONS ASLA, Minnesota Chapter "Valued Places—LandscapeArehitecturein Minnesota"- contributingauthor Hoisington Koegler Group Inc. 1013 ®8 /AGE 13 RELEVANT Municipal Engineering — Mr. Ehret has worked with the cities of Shoreview, Chanhassen, Bumsville, and Roseville, with primary responsibility for project direction, communication, coordination, public presentations, and project cost control. He has written a number of feasibility reports for sewer, water, storm sewer, and roadway projects. He has been the project engineer responsible for the design and construction implementation of numerous public sector projects, and is especially skilled in the area ofredevelopment and reconstruction. Representative projects include: • Annual Street Renewal Projects • Park Improvement Projects • Shoreview Community Center • Tanglewood Drive (State Aid) • Snail Lake Boulevard (State Aid) • Chanhassen Downtown Redevelopment Program • Chanhassen Annual Sewer Rehabilitation Program • Chanhassen Lake Drive/TH 101 Realignment Project Minneapolis -St. Paul International Airport, MN — Mr. Ebret has significant experience working on improvement projects for the Metropolitan Airports Commission (MAC) since 1987. He has been the primary project manager for major projects at the Minneapolis -St. Paul International Airport, including the complete reconstruction of the inbound/outbound roadways. Other projects include: • Ground Transportation Center • Reconstruction of the Upper and Lower Terminal Roadways LongfellowAvenue • West 77th Street/24th Avenue Federal Express Site Civil • UPS Site Civil Penn Avenue Bridge, Richfield, MN — Mr. Ehret played a key role as project principal for the reconstruction of the Penn Avenue Bridge over I-494. Under contract to the City of Richfield, Mr. Ehret led a design team to complete this $20.5 -million bridge replacement under extremely tight timeframes. Project featured coordinating with multiple agencies and working with numerous impacted stakeholders. GARY A. EHRET, P.E. KIMLEY-HORN AND ASSOCIATES INC. ❑mm❑ PROFESSIONAL CREDENTIALS Bachelor ofScience, Civil Engineering, University ofMmnesota, 1979 Professional Engineer in Minnesota, Arizona, Michigan, Missouri, and Wisconsin SPECIAL QUALIFICATIONS Manager ofKtnley-Horn's Twin Cities of ice Has worked in Minneapolisfor the past 23 years Responsibleforcwrdinatingplanning, design, and construction services clients throughout Minnesota Specializes in municipal engineering and transportation (roadway and interchange) design Hoisington Koegler Group Inc. ©© ee PAGE 14 RELEVANT EXPERIENCE Riverview Corridor Bas Rapid Transit (BRT) EIS and Preliminary Engineering, St. Paul, MN — Project manager for the preliminary engineering and environmental analysis of this 17 - mile bus transit corridor from the Mall ofAmerica through downtown St. Paul to the Maplewood Mall. This phase of the $44 -million project included preliminary study and issue resolution ofall roadway, traffic, and utility impacts associated with development of a dedicated transit -way along the 71 Street/TH 5 corridor. Northstar to Hiawatha Light Rail Connector, Minneapolis, NIN — Project manager for the preliminary design of this $23 million, %anile extension ofthe Hiawatha LRT system in downtown Minneapolis featuring two new bridges along with reconfiguration of downtown roads and utilities to accommodate LRT in this congested downtown environment. Euclid Avenue Transit Corridor, Cleveland, OH — Engineering project manager for the design phase of the reconstruction of this $250 -million Bus Rapid Transit (BRT) project. Involved complete reconstruction of more than 10 miles of urban roadway and downtown utilities into a transit- and pedestrian -friendly corridor for both cars and electric trolley buses. OTHER SIGNIFICANT PROJECTS • Hiawatha Light Rail Transit (W Utility Relocation Preliminary Design, Minneapolis, MN • Minneapolis -St. Paul Airport Storm Drainage Design, MN • South Airport Basin Sewerage Facilities Plan, Portland, OR • Portland State University Urban Center and Transit Station, OR • Boise Cascade Well Transmission System, Clark County, WA • Desert Ridge Potable Water Pump Station, Phoenix, AZ MICHAEL I. HERMANN, P.E. KIMLEY-HORN AND ASSOCIATES INC. ❑_❑ PROFESSIONAL CREDENTIALS Bachelor of Science, Civil Engineering, University ofCalifornia-Davis, 1985 Professional Engineer in Arizona, Alaska, Arizona, California, Colorado, Minnesota, New Mexico, Oregon, and Washington SPECIAL QUALIFICATIONS Has 17 years ofengimering experience on a wide rangeofcivil, transportation, and environmental engineeringprojects Manages the planning and design oflarge-scale transit and roadway project; water, sewer, and storm drainage facilities; and site civil development Hoisington Koegler Group Inc. Bull eBu PAGE is RELEVANT EXPERIENCE Municipal Engineering —Mr. Horn has provided design services for, and coordinated numerous municipal sewer, water, storm drainage, and roadway projects. He has had considerable involvement in public sector improvements of this nature in the cities of Burnsville, Shoreview, Inver Grove Heights, Roseville, and Chanhassen. These projects include: • I -35W Gateway Landscaping and Bridge Improvements, Bumsvdle, MN • Burnsville Parkway and Nicollet Avenue Streetscape Improvements, Burnsville, MN • "Heart of the City" Infrastructure Improvements, Burnsville, MN • Annual Street Reconstruction Program, Bumsville, MN • Annual Lateral Drainage Modification Improvements, Burnsville, MN • Annual Street Renewal Program, Shoreview, MN • Arbor Pointe Public Infrastructure (Tri -Agency) Improvements, Inver Grove Heights, MN • Clark Road Improvements, Inver Grove Heights, MN • Annual Pavement Management Program, Roseville, MN • Downtown Redevelopment Improvements, Chanhassen, MN Arbor Pointe Infrastructure Improvements, Inver Grove Heights, MN — Mr. Horn was involved in the planning, design, and construction of more than $20 million in public roadway and utility infrastructure to support the 480 -acre Arbor Pointe development. These improvements included trunk and lateral water main, trunk and lateral sanitary sewer, storm drainage facilities, and numerous roadway improvements as follows: • Sanitary Sewer, Water Main, and Storm Drainage Master Planning • Cahill Avenue Reconstruction and Extension (State Aid) • Broderick Boulevard Improvements Concord Boulevard (CSAH 56) Realignment and Reconstruction (State Aid) • TH 52/55 and Concord Boulevard (CSAH 56) Interchange Improvements • 10-cfs Stormwatcr Pumping Station JON B. HORN, P.E. KIMLEY-HORN AND ASSOCIATES INC. PROFESSIONAL CREDENTIALS Bachelor of Science, Civil Engineering, North Dakota State University, 1986 Professional Engineer in Arizona, Minnesota, and Wisconsin SPECIAL QUALIFICATIONS Has managed projects for municipal and private sector clients in the Twin Cities area for 13 years Has 16 years ofdiverse civil engineering experience, including transportation, sanitary sewer, water, stormwater, and site engineering projects Hoisington Koegler Group Inc. Holm ee PAGE 16 RELEVANT EXPERIENCE Continental Ranch Transportation Study, Tucson, AZ — Project Manager. This study by Kimley-Horn staff was focused on future roadway facility requirements in the northwestern portion of the metropolitan area resulting from three major developments in Pima County. The study included conversion of the regional mainframe UTPS transportation model of the Pima Association of Governments to TRANPLAN on a microcomputer, and development of areawide travel forecasts. The proposed development included a large residential area plus a variety ofretail, commercial, and industrial users. Other miscellaneous transportation services also were provided. Town of Queen Creek Areawide Transportation Study, AZ — Project Manager. Kimley-Horn was responsible for the production of the area transportation study report and roadway functional classifications. Kimley-Horn developed the transportation model representative ofbuildout and interim conditions anticipated in Queen Creek and the surrounding area. Fountain Hills Transportation Model, AZ — Project Manager. Kimley-Hom developed an EMME/2 model for the Town of Fountain Hills. The purpose of the model was to provide forecasted year traffic volumes on planned infrastructure. The model was developed and calibrated with raw traffic counts to provide input into potential cut -through traffic problems on some residential collector roadways and gain a consensus on future traffic volumes on many of the Town's streets. Although the Town elected not to complete the study, they have indicated the initial modeling work provided them with valuable insight. • The Foothills Access and Circulation Study, Phoenix, AZ Town of Malabar Traffic Studies, Private Developers • Traffic Impact Analysis Reviews for Developments, Arlington, TX • Traffic Impact Analysis for Various Land Development Projects Transportation Services for Various Land Developments JAMES G. RENSHAW, P.E., PTOE AND ASSOCIATES INC. =� PROFESSIONAL CREDENTIALS Bachelor ofScience, Civil Engineering, Michigan Technological University, 1981 Professional Engineer in Arizona, Teras, Florida, and Michigan Certified Professional Traffic Operations Engineer SPECIAL QUALIFICATIONS More than 20 years of comprehensive traffic engineering experience Nominated Institute of Transportation Engineers Arizona State Board, 1999 ITEAchievementAward (co -recipient), 1989 ITE Certificate of Recognition (co -recipient), 1989 Hoisington Kcegler Group Inc. ©© ®® PAGE 17 SCOTT A. KRYCH, PWS SENIOR PROJECT MANAGER PROFESSIONAL WETLAND SCIENTIST PROJECT RELATED EXPERIENCE Mr. Krych has served as Project Manager for large biological and ecological field surveys and as Principal Investigator for threatened PETERSON and endangered species on projects in the Great Lakes region for the ENVIRONMENTAL past 13 years. He has managed and conducted field surveys for over CONSULTING, INC. 50 endangered and threatened species in the Chequamegon, Chippewa, Hiawatha, Nicolet and Ottawa National Forests. Mr. Krych has prepared and assisted in preparation of NEPA documents and National / Peterson Environmental Forest Management Plans and has conducted surveys for endangered n censuwng. lx. or threatened birds, plants and insects on over twelve large-scale projects in the Midwest. Mr. Krych has managed and conducted field operations using 1987 Corps Wetland Delineation Manual on over 2000 miles of utility corridors and on numerous local projects since 1989. Mr. Krych is versed in use of GIS (ArcviewTM), GPS (CMT PCGPS), and database EXPERTISE (AccessTm) methods to map ecosystems and endangered or threatened Botanical and Ornithological Studies species locations on a number of projects located in the Great Lakes Region. He specializes in the analysis of songbird andraptor communities. Ecological Investigations Wetland Restoration • Project manager and principal investigator for surveys ofbreeding Weiland Delineation birds and rue plants within the Chippewa National Forest. Managed and conducted surveys for Region 9 sensitive species and federally Wetland Mitigation Planning threatened and endangered plants along 110 miles of Enbridge GPS/GISApplications Pipleine corridor in northern Minnesota. Prepared wetland, biotic Regulatory Compliance Strategies communities, and threatened & endangered species sections of Habitat and Ecosystem Mapping Chippewa National Forest EA and BE for the project. 2000-2002. NEPA Environmental Review Documents • Author of wetland, biotic communities, and threatened & endangered species sections for Environmental Assessment Worksheet ACADEMIC BACKGROUND: Alternative Urban Areawide Review Shenandoah Business Park BS, Biology, Mankato Stare University, 1986 Minnesota Valley West in Shakopee, Minnesota 2001. • Project manager for wetland evaluation/environmental assessment REGISTRATION. - and permitting for over 300 local projects within the Mississippi P,,,fessi mal Weiland Scientist SWS. #000303 River drainage in and around the Minneapolis -Saint Paul metropolitan area. Delineated Section 404 waters of the United States wetlands PROFESSIONAL AFFILIATIONS: using 1987 Corps Wetland Delineation Manual (Waterways Wilson Ornithological Society Experiment Station Technical ReportY-87-1, January 1987). Permits were issued for construction based on the delineation and subsequent Minnesota Ornithologists Union planning. 1989 to present. Wetland Delineators Association Society of Wetlands Scientists Hoisington Koegler Group Inc. ©© ©B PAGE is RONALD P. PETERSON, J.D., PWS PRESIDENT PROFESSIONAL WETLAND SCIENTIST PROJECT RELATED EXPERIENCE EXPERTISE Mr. Peterson is the President of Peterson Environmental Consulting, Inc. NEPA Environmental Review Documents He holds a Juris Doctor, a Master of Science in Natural Resources and a PETERSON Bachelor of Science in Wildlife Management. He is both an attorney and ENVIRONMENTAL a Certified Professional Wetland Scientist with 20 years of professional CONSULTING, INC. natural resource experience. Ron specializes in regulatory analysis, environmental reviewprocesses, wetland issues and expert witness services Wetland Mitigation/Restoration Design and has been actively engaged in the development of legislation for the p � Peterson Environmental ConsWtinB. Inc. simplification and streamlining of wetland regulation in Minnesota. • Authored Institutional Context chapter if the monitoring, mitigation, and EXPERTISE restoration plan for the Devil's Lake, North Dakota flood control project. NEPA Environmental Review Documents USACE St Paul District. 2002. Welland Policy and Regulation • Expert Witness in Federal Criminal & Civil Enforcement Actions under Wetland Delineation Section 404 ofthe Clean WaterAct, Duluth, MN& Sioux Falls, SD. 2002 Wetland Mitigation/Restoration Design • Project Manager, Federal EA&BABE forgravel miric on SupenorNational ESA Biological Assessments Forest land, Lake Canty, MN. Lake County Highway Departrrent2002. Expert Witness Testimony ProjectManager, Devils Lake,NorthDakotaBiotaTransferSuidy. USAGE Teaching and Public Involvement SL Paul District 2001. • Prim VWAu dicrofwedand bioticcorrura ubes,anditmtmed&er>daugered ACADEMIC BACKGROUND: species sections forErlvlronmentalAssessnlerltWorksheetforTargetNorth JD, Law, William Mitchell College ojLaw,l986 Operations Center in Brooklyn Park, Minnesota. Designed wetland MS, Natural Resources, University of Wisconsin - mitigation and prepared USACE Section 404 and Wetland Conservation Stevens Point, 1979 Act permits. 1999. BS, Wildlife Management. Universityoj • Auff"ofwedand,biotic conmiumties andth mend&endangered species Minnesota, 1975 sections for Environmental Assessment Worksheet and prepared USACE Smton404and Wetland ConsenmbonActpmmts.1999.ProjectManager, REGISTRATION. State and Federal Wetland Permits for SuperTarget Stores in Lino Lakes Licensed Attorney, Minnesota, #0177647 and Lakeville, MN. Target Corporation 2000-2001. Professional Wetland Scientist, S WS, #1118 • Drafter and Consensus Legislation Task Force Member—Mirmesota Senate File 83, a bill for wetland regulatory simplification in Minnesota PROFESSIONAL AFFILIATIONS: 1998-2000• Minnesota Bar Association • Instructor on state and federal wetland regulation for Minnesota Bar Minnesota Welland Delineators Association (Past Association Continuing Legal Education, Mimresota Institute of Legal Treasurer & Membership Coordinator) Education and Law Seminars International. 1990 to Present. International Rightof-Way Association • Instructor on Clean Water Act and Food Security Act wetland regulation Society of Wetland Scientists for engineers and surveyors, Lake Area Technical Institute, Sioux Falls, South Dakota 1999. Hoisington Koegler Group Inc. ©© ©B PAGE 19 PROJECT RELATED Dr. Arndt has worked in soil science for over 20 years. He specializes in pedologyresearch, including wetland biogeochemistry and the genesis and morphology of hydric soils. He has authored many refereed and outreach publications and frequently speaks on soiWnatural resource issues. Dr. Amdt's skills include the applications of GIS/GPS/remote sensing/terrain modeling technologies to resource assessment, applications of hydrology and hydric soils research to the delineation of wetlands and the assessment of wetland functions. He has developed procedures that integrate GIS/GPS/database technology to evaluate wetland and soil resources for large natural resource inventory projects. He is versed in the use of digital terrain modeling and has developed methodology to geostatistically evaluate the presence of jurisdictional wetland hydrology in disturbed/altered wetland systems. • Principal: Principal in charge to develop a mitigation and monitoring strategy for the proposed Pelican Lake Outlet Alternative to mitigate Devils Lake flooding. Prepared salinity and groundwater effects mitigation strategies. Assisted in development of project GIS. • Principal Author of wetland, soils & geology, and physical impacts on water resources sections for Environmental Assessment Worksheet and Alternative UrbanAreawide Review for Shenandoah Business Park Minnesota Valley Westin Shakopee, Minnesota. 2001. ProjectManager. Assess impacts to wetland resources of a reduced sulfide zinc/copper shaft mine proposed by Nicolet Minerals Corporation near Crandon, Wisconsin. Prepare Wetland Impacts component of the project EIS. Prepared for the USACE as approved subconsultant to Montgomery Watson. Ongoing contract. EXPERTISE • Soil Chemistry, Physics, Genesis and Classification • Soil Survey, Mapping and Interpretations • Urban Soils, Assessment and Interpretation • Environmental Resource Inventories Hydric Soil Identification and Assessment • Wetland Hydrogeology • Wetland Delineation (COE 1987), Wetland Identification (Cowardin, 1979; Shaw and Fredine; 1971; Stewart and Kantrud, 1969) • Mitigation and Treatment Wetland Planning and Design JAMES L. ARNDT, Ph.D., LPSS VICE PRESIDENT PROFESSIONAL SOIL SCIENTIST PETERSON ENVIRONMENTAL CONSULTING, INC. Peterson Environmental consulting. Inc. ACADEMIC BACKGROUND: PhD, Soil Science, ND State University, 1995 MS, Soil Science, ND State University, 1987 BS, Sod Science, Natural Resource Management, Univ. Wisc., Stevens Point, 1980 BA, Psychology, Anthropology, English, Univ. Wtac.-Milwaukee, 1976 REGISTRATION: Licensed Professional Soil Scientist, Minnesota # 30684 Licensed Professional Soil Scientist, Wisconsin #111 Certifted Professional Soil Scientist, ARCPACS # 24904 PROFESSIONAL AFFILIATIONS: Minnesota Association ofPmfessional Soil Scientists, President Elect, 2000; President, 2001; Past president, 1002. Soil Science Society ofAmerica National Committee on Urban Soils, Soil Science SocietyofAmenca Society of Wetland Scientists Minnesota Wetland Delineators Association American Geophysical Union Hoisington Koegler Group Inc. ©© ©n PAGE 20 h1►101a.11It PRESIDENT SUMMARY OF QUALIFICATIONS Anne Ketz's career in cultural resources management and planning 106 GROUP extends over 20 years. Her experience covers the United States, REPORTS AND PUBLICATIONS Great Britain, India, Israel, and Canada. Anne has a recognized Author or co-author ofover 60 cultural resources expertise in guiding clients through the maze of preservation and historic preservation reports in the District of legislation at federal, state and local levels. Anne's sensitivity to Columbia, Maine, Maryland, Massachusetts, others and her sense ofdiplomacy has brought successful conclusion Minnesota, New Hampshire, New Jersey, North I to complex and potentially controversial projects. She has worked agencies ensuring the highest quality product and ten data recovery/mitigation reports in the closely with American Indian elders to ensure respect for their ► heritage in planning development. Throughout Anne's career she Minnesota, and Virginia. has demonstrated a unique commitment to the community through Public speaking, publications of popular materials on historic and EDUCATION archaeological resources, media interviews, teaching school /986, M.A., Historical Archaeology; University of Programs, volunteer and intem training, tutoring in archaeology, and Massachusetts -Boston, MA the design and installation of museum displays. Anne meets the /981, Graduate Secretary of the Interior's Professional Qualifications Standards nivCerersityoficatefLMuseumstudies, U. Anci ntHiseiceatrchaeoland for work in history, architectural history, and archaeology. ogy /980, B.A., Hons. Ancienthlanchest er England University ojManehester, England PROFESSIONAL EXPERIENCE 1992 -date The 106 Group Ltd., St. Paul, MN; President and REPORTS AND PUBLICATIONS Technical Director Author or co-author ofover 60 cultural resources ' Maintain close and open communication between clients, SHPO, and historic preservation reports in the District of State Archaeologist, American Indian leaders, project team Columbia, Maine, Maryland, Massachusetts, members, and other concerned parties Minnesota, New Hampshire, New Jersey, North • Define project scopes in consultation with clients and review Dakota. Virginia, and Washington, Wisconsin; agencies ensuring the highest quality product and ten data recovery/mitigation reports in the • Develop public outreach programs and seek innovative solutions District ojColumb Iowa, Minnnesoneso Massachusetts, Minnesota, and Virginia. to complicated preservation issues. Identify ways our cultural resources can enhance development projects 1991-1992 BRW, Inc., Minneapolis, MN; Principal Investigator ' Principal Investigator for cultural resources projects including architectural history and archaeology surveys 1987-1990 Engineering -Science, Inc., Washington, D.C.; Laboratory Director and Data Manager • Development of all laboratory procedures, processing and analysis of artifacts, coordination with field staff, and training and supervising laboratory staff Metropolitan WashingtonAirportsAuthority; managed creation of computerized corporate archive ofmore than 20,000 archival materials Hoisington Koegler Group Inc. 1013 ®10 PAGE 21 SUMMARY OF QUALIFICATIONS Over the past eight year;, Andrea has supervised and participated in archaeological projects in the Midwest and the Southwest. Andrea has served as historian on numerous projects involving archival research, the development of historic contexts, and determinations of eligibility for architectural and historical properties. Examples include the evaluation of historical properties associated with the Chicago, Milwaukee, and St. Paul Railroad in Minneapolis; the mitigation study of a nineteenth-century farmstead in southeastern Minnesota; and the survey and evaluation of mining features at Organ Pipe Cactus National Monument, Arizona. She meets the U.S. Secretary ofthe Interior's Professional Qualification Standards for archaeology and history. PROFESSIONAL 2001 -present The 106 Group Ltd., St. Paul, MN; Archaeologist Write project scopes and research designs for survey, testing, and data recovery projects, as well as related technical reports; conduct archival research, cultural resources assessments, Phase I archaeological surveys, Phase H archaeological testing projects, and Phase III mitigation projects 2001 Statistical Research, Inc., Tucson, AZ; Archaeologist Conducted Phase I reconnaissance survey and Phase H subsurface testing at precontact and post -contact period sites in the southwestern United States; analyzed historical -period materials from data recovery projects 1999-2001 The Western Archeological and Conservation Center, National Park Service, Tucson, AZ; Archaeologist Project Director responsible for writing scopes ofwork, budgets, research designs, and project reports; directing and supervising projects involving site survey, mapping, subsurface testing, data recovery, and laboratory analysis; and evaluating sites for eligibility to the National Register of Historic Places 1998-1999 Grasshopper Roosevelt Red Ware Project, University of Arizona -Tucson; Research Assistant Conducted literature searches and reconstructed and performed design analysis on Roosevelt Red Ware vessels from Grasshopper Pueblo in east -central Arizona ANDREA VERMEER 106 GROUP Group EDUCATION 1001, Ph.D. Candidate, Anthropology, University ofArizona-Tucson, AZ 1999, M.A., Anthropology, University ofArizona- Tucson, AZ 1995, B.A., Anthropology, Creative Writing, and Literary Studies, Beloit College, Beloit, WI REPORTS AND PUBLICATIONS In press Archeology at Desert View Road, Grand Canyon National Park WACCPublications in Anthropology Series. United States Department oflnterior, National Park Service, Western Archeological and Conservation Center, Tucson. 2000 Ceramics and Objects of Clay. In Archeological Excavations at Tonto National Monument: Excavations of Rooms 15 and 16, by Gregory L. Fox, pp. 61-81. WA CC Publications in AnthropologySeries 73. United States Department oflnterior, National Park Service, Western Archeological and Conservation Center, Tucson. Hoisington Koegler Group Inc. ©© ®® PAGE 22 SUMMARY OF QUALIFICATIONS Over the past several years, Will has worked on preservation and architectural documentation projects in Minnesota, New York and North Dakota. His work has included preservation consultation for Split Rock Lighthouse, a historic structure report for an 18th century farmhouse, research on the economic and architectural feasibility of the adaptive reuse of downtown department stores, architectural history investigations, a scenic byway study and public history interpretive reports. Other skills include historic survey and documentation techniques, preservation law, Geographical Information System (GIS) technology and real estate principles. Additionally, Will has 10 years of experience working in human resources where he has been called upon to facilitate group meetings, design and conduct educational workshops, coordinate employee meetings and events, and lead quality improvement process teams. He meets the U.S. Secretary of the Interior's Professional Qualifications Standards for architectural history and history. PROFESSIONAL EXPERIENCE 1999 -present The 106 Group Ltd., St. Paul, MN; Architectural Historian and Historic Preservationist • Responsible for research, writing, fieldwork and historic context development of compliance surveys and determinations of eligibility for the National Register ofHistoric Places. Additional responsibilities include developing heritage tourism initiatives, historic preservation assessments and historic structure reports for conservation and preservation projects. 1998 Minnesota State Historic Preservation Office, St. Paul, MN; Intern • Documented one ofMinnesota's "10 Most Endangered Sites." Participated in re -use study for historic Minneapolis building. Participated in historic cultural landscape research trip. 1995-97 The American Association for the Advancement of Science, Washington, D.C; Benefits Manager • Managed the administration of employee benefits programs for staff of 300. Communicated benefits plans through employee meetings, memos, flyers and special events. 1990-95 Greater Southeast Healthcare System, Washington, D.C.; Benefits Manager WILLIAM STARK I11IYgIT11119 106 Group ,I EDUCATION 1999, M.A., Historic Preservation Planning, Cornell University, Ithaca, New York 1993, M.A., Human Resources Management, Marymount University, Arlington, l uginia 1987, B.A., Religion, 7iiniry University, San Antonio, Texas REPORTS AND PUBLICATIONS Authorand co-author ofnumerous architectural history compliance reports, preservation studies, interpeetive reports, and professional publications. Hoisington Kocgler Group Inc. ©© ®n PAGE 31 The Preserve MUSA EXPANSION CITY OF CHANHASSEN This picturesque land located at 1630 Lyman Boulevard, - , - �has been a family farm owned and operated by the Degler rel dF M�2W5 families for two generations. Long time Chanhassen y r M� 20W _ residents Gayle and Lois Degler have been active in the local community, including Gayle's role as Carver County 1 MU 20M —-- Commissioner. Pemtom has had a long history and kW Maid. z relationship with the Degler family over the past fifteen years r The City of Chanhassen has initiated a proposed MUSA expansion, completed the AUAR and held numerous public meetings on all aspects of this process. The staff worked City of very hard over the past few years to get this done, and took Chanhassen � e a primary leadership role in this process. We would like to compliment the city staff for the leadership, diligence and 2020 Land use Pan planning that has gone into this new expansion area within the City of Chanhassen. E - As part of the orderly growth of the City, the Deglers signed an easement agreement with the City of Chanhassen. This easement agreement allowed for the sewer and water lines to go through the western boundary of their property and =4 A will eventually provide services for the Deglers as well as the development to the South and West. For the Deglers, watching the expansion of the urban services _ into their property has been an emotional experience. The _• - work done for the necessary improvements changed the landscape that they had known for so many years. The family's strong ties to the land have led to mixed emotions in the face of development pressures. Al� JUL_ -- AAL t7j .+. ,. - - a;- / ? '.�`•� �_, �' �•i1'/ .� Z&sem y,` +' if I a-� Lyman Boulevard t it Hazeltine Lake F c nment '� Pro o ed Road Alig .: _'.�. :_� \ w I/+ a • '"5--7.L"J!- T`� . ` ;?.°neer T _ ,�.r 9 ! t�L M'�pa -1 it `•'�'rail � 61 j.. E erBdu vli-y ate context 4 bLL creek overla district A t_ F 41 e AC1 r �r Je !j ti M a - - - - -. •til f \_1:it. Ir Roughly 20 acres of the site fall wi7hd the Bluff Creek Primary "Encourage a development pattern that allows people and nature In response to these city goals and to the exceptional character Overlay District, a corridor establiby the City to protect the to mix." of the site, we are proposing a unique development pattern that natural environment of Bluff Crees outlinedin the City's "Encourage cost effective site development .... reduced goes beyond the ordinary. A cluster development approach places zoning code, the stated purposes of the district include the following infrastructure engineering and construction costs because of lot detached single-family homes on smaller lots instead of the typical y excerpts: configurations, shortened streets, and reduced utility runs. Long large -lot box. This cluster approach is proposed to maintain and term savings can be realized by the City of Chanhassen associated utilize the exceptional character of the site to the greatest extent "Promote innovative development techniques such as cluster with infrastructure maintenance costs" possible while limiting the development "footprint". Y development and open space subdivisions... " US The Preserve IX a ��• `.. �- A 'Bluff. - - y - - The property has many outstanding features including Bluff Creek The design of our neighborhood is based on the realization that there is a This development approach and products being proposed are unique to Stream Valley and the land forms that are adjacent to it. This amenity shifting market that is being led by demographics and economics. This, in the City of Chanhassen. Chanhassen, like most communities, offers the provides for some spectacular views to the southwest along this corridor, conjunction with city goals, has led us to propose a cluster single family lot single-family home in various price points, town homes and apartments. and contributes to the site's unique sense of openness. In response to the design. This type of community has been gaining momentum, triggered by To our knowledge, this will be the fust clustered community of single - character of the site, we feel strongly that a unique development pattern is the aging of the baby boomer generation as well as economic advantages. family detached homes in Chanhassen. We are confident that this new called for. Our demographics show people still enjoy the privacy of a single family development style will provide the City of Chanhassen with a desirable home but place a high priority on the convenience of a lower maintenance neighborhood that will add diversity within the Chanhassen community lifestyle. This design allows us to preserve more of the site's natural and will be ahead of the curve of lifestyle variety. features and to address the changing trends in the marketplace. Not to Scale Public Street Section IW Zo' ►vlin, % &' u AM 1.5' Blvd. I 0 Consistent with a cluster approach, the design of our neighborhood integrates both 31' public and 28' private streets into the neighborhood street system in a way that minimizes the overall impact of the development. Dead end streets are minimized, and streets are looped where possible to promote connectivity. Parking is provided both on street and in driveways. Sidewalks are provided on one side of the street within both public and private rights-of-way. Pedestrian connections are also provided through the neighborhood to a city trail system planned to meander along the Bluff Creek Overlay District. Special attention has been paid to the character of the neighborhood streetscape by slightly reducing the front yard setbacks to an ideal distance. These reduced Ci setbacks also contribute to minimizing development impact on the Bluff Creek Overlay District. Street trees will line all streets, and will be _ located behind the sidewalks. Heavy buffer plantings line the length of the proposed _ East-West collector road. Ornamental street lighting will be provided as part of the traditional neighborhood theme. A Homeowner's Association is responsible Scale: F=10' for maintenance of the street system, u IIF �_1� r� �� r `,�V� ,__ -'��5 -.• �C�'4 dllil��" e �'.-_ � I i v ��P b .I,� :r-.. �.�-t� , � n� � � � n `. .lp s:> � •��; i `� III^... � � 1„� l�l� � 11 �J Not to Scale The Tradition Homes, built by Ryland, have been recently redesigned to provide updated features to the exterior and interior of the home. Some of the exterior improvements include a new design that reduces the number of garage doors by introducing a third stall home with a tandem garage. We are also introducing a home specifically designed for a corner lot. The garage for this home is side loaded and placed at the rear of the home. Both of these improvements increase the visual appeal of the streetscape by reducing the dominance of garage doors as you move through the neighborhood. We have updated our floor plans to provide the amenities and living spaces that today's discriminating home buyer is requesting. They provide a carefree lifestyle that will appeal to families, professional couples and active adults. The Tradition Homes have three to four bedrooms and 2 1/2 baths. Many of the floor plans include a formal living room, formal dining room and eat -in -kitchen. The master bedrooms have a private bath and walk -in - closet. Additional bedrooms and living area are available in the optional finished basement. Enjoyment of the outdoors is provided with deck and sun porch options and numerous walk -out - homes with views of the natural features the site offers. The Pemtom Land Company has been active in the building and development community in the Metropolitan area since 1963. Our goal is to work with the natural features of the sites to create quality home sites with appealing streetscapes using the topography and natural beauty of the land. Dan Herbst, President of The Pemtom Land Company, has been actively involved in the Chanhassen community for many years and has been a resident since 1970. He helped found the Chanhassen Jaycees and served as Officer and Director of the Chanhassen Chamber of Commerce as well as being a member and Chairman of the Chanhassen Planning Commission and member of the Chanhassen Lions and American Legion. He served as President and Board Member of the Carver County Coordinated Services, which was a nonprofit fundraiser for the Carver Area Rural Transportation (CART). Neighborhoods we have created in the vicinity include Crimson Bay in Chanhassen, Trillium Bay and Eagle Bluff in Minnetrista, Swiss Mountain in Victoria, Wynnfield on Dell Road and Settlers Ridge and Settlers West in Eden Prairie and Chanhassen. Other neighborhoods in Eden Prairie include Entrevaux, Kingston Ridge, St. Johns Woods and Normandy Crest. In Minnetonka our neighborhoods include Chimo, McCarthy's Woods, Brynmar Place, and Greenwoods on the Lake. RYLAN D HOMES Ryland Homes has been in the Twin Cities market for over 10 years and during that time has become one of the areas leading homebuilders. Ryland's sensitivity to neighborhood design and traditional architecture are evidenced by recognition from numerous sources including: the 1000 Friends of Minnesota and the 2004 Smart Growth Design Award. Ryland has built their reputation by providing high quality homes that meet the changing expectations of the market. Our success in the marketplace is a testament to the consumer's acceptance of our product line. The expertise and commitment that we bring to each and every project will ensure that this neighborhood will be a very desirable addition to the City of Chanhassen. Westwood The Planners, Landscape Architects, Engineers, and Wetland Scientists at Westwood Professional Services have provided land development consulting services for over 32 years. Westwood's approach to the environment is to provide quality places to live, work, and play while protecting our natural resources to the greatest extent possible. Westwood has vast experience in developing unique communities throughout the region, including projects similar in size and scope to this project.