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HomeMy WebLinkAboutSD-17-28 - Supplemental - 0182 Golf Course RoadFebruary 8, 2018 David Marshall Civil Engineering Associates 10 Mansfield View Lane So. Burlington VT 05403 Re: Final Plat Approval #SD-17-28 — Golf Course Road Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on January 2, 2018 (effective date 02/06/2018). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to this office in time for recording along with a $15 per page recording fee by August 5, 2018) or this approval is null and void. If you have any questions, please contact me. Sincerely, Mrla Keene Development Review Planner Encl. CERTIFIED MAIL- RETURN RECEIPT: 7016 1370 0000 1412 0889 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CIVIL Ell Gill HIM IN G ASSOCIA"VES, HNC, 10 Mansfield View Lane South Burlington, VT 05403 December 12, 2017 Ms. Marla Keene, PE Development Review Planner City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Re: JAM Golf, LLC — Long Drive Subdivision Final Plat Application Supplemental Information Submittal Dear Ms. Keene: Phone: 802-864-2323 E-Mail: dmarshall@cea-vt.com Thank you for preparing the summary of supplemental information that was generated from the last hearing before the Development Review Board. We have outlined these action items and the status of each. Revise & submit plans to show means of access for the private sewer pump stations in accordance with DPW comments. Sheet C-2 has been revised to indicate that the access to the pump station be via the existing golf course cart path system. This language is on the updated Sheet P-2 Easement Plan. The other community pump station is located next to a driveway with supporting easements. The third pump station is a private single family pump station located next to a driveway. 2. Revise & submit plans to show water main size & mountable curb at entrance. We have added the water main size (8") to the plan sheet and have designed the road to provide 25-foot radii in lieu of the mountable curb option presented by the Fire Department. 3. Submit plat showing entire subdivided parcel (you indicated you've already made the revision). This plan is nearly complete and will be submitted under separate cover On Wednesday December 13t" 4. Provide letter to Planning Commission requesting street name review. Attached. 5. Update landscape plans — In process. Mike Lawrence will be providing the updated landscaping plans and supplemental information under separate cover. Ms. Marla Keene, P.E. Page 2 of 3 December 12, 2017 a. Show current proposed hammerhead turn -around and proposed driveway configurations. In process. b. Update tree shading and legend to clarify which trees are proposed to be retained (looks like you're working on this) In process. 6. Clarification needed on the trees within the tree preservation area that have been cut down — I believe there were some crossed wires during the hearing and Mike and I can clear everything up by talking directly. Please forward me his contact info. In process. 7. Determine whether the applicant is interested in narrowing the roadway to 20-ft to reduce costs, and if so, provide a proposal. If the applicant decides to pursue this, let me know and I will confirm the conclusion we came to that it can be done if all parties agree, and confirm whether that includes the "interested parties" to the court stipulation. Yes the applicant is interested in facilitating the reduction in the road width from 24' to 20' with the support of one of the interested parties. We are working on contacting the remaining interested parties that still live in the City. We have summarized the changes made to the original 2010 submittal civil set in support of the requested action items as follows: 0-1 VNCC Overall Site Plan — No Change C-1 Grading and Drainage Plan — Showed a narrowed roadway width of 20 feet with an 8' green space between curb and the sidewalk between lots 86 and 87 with a 10:1 transition at east end of lot 86 and 87 (at the horizontal curve) to the full 24' width at Lots 1 and 7. This narrows the curb to outside of sidewalk width from 41.5 feet to 34 feet. C-2 Site Utility Plan - Similar road edge locations changes shown on C-1 with the water main relocation to follow along the revised curb line. The primary electrical and communications duct bank continues to follow along the north edge of the rights -of -way as originally depicted. The relocated sidewalk is no long over the top of it. The transformers and communication pedestals will remain outside of the rights -of -way. We now show the means of access for the private sewer pump stations in accordance with DPW comments. The water main size has been added on the plans. C-3 Erosion Control Plan — Similar changes to those outlined on Sheet C-1 C-4 Street & Utility Profiles — No Changes C-5 Site Sections and Details — Revised the typical section to reflect the new road and greenspace dimensions. Ms. Marla Keene, P.E. Page 3 of 3 December 12, 2017 C-5.1 Site Details - No changes C-6 Utility Sections and Details — Modify proposed luminaire call -out to conform with DPW standard fixture. C-7 EPSC Details and Specs — No changes C-8 Specifications — No change C-9 Specifications — No change This completes our summary of the action items identified by staff for the application. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures: 1 Full size set of Civil Plans (3 11 x1 7 sets) cc: (all with 11x17 enclosures) J. McDonald, S. Fead, CEA File 10202 PAautocadd projects\2010\10202\10-17-17 Submittal Package\Keene Supplemental Info Letter.doc 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 E-Mail: dmarshall@cea-vt.com December 12, 2017 Ms. Jessica Louisos, Chair City of South Burlington Planning Commission 575 Dorset Street South Burlington, Vermont 05401 Re: JAM Golf, LLC — Long Drive Subdivision Street Naming Request Dear Ms. Louisos: JAM Golf, LLC is proceeding through the local and State approval process for the proposed 10-Lot subdivision located off of Golf Course Road within the Vermont National Country Club. In support of the process of determining suitable street names, we ask for the Planning Commission's assistance in confirming the following proposed names Long Drive — This is a proposed 500-foot long roadway that ends in a cul-de-sac that will serve all 10-lots. Short Drive — This is a proposed 375 foot long private road and will serve three (3) lots. A review of the existing street name list did not identify any phonetically similar names to Long Drive or Short Drive other than perhaps Shea Drive. Please let us know of your recommendations on this matter. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures: 11x17 plans OS-1 Overall, C-1 Site Plan cc: (no enclosures) J. McDonald, S. Fead, CEA File 10202 P:\AutoCADD Projects\2010\10202\10-17-17 Submittal Package\PC Street Names.doc Civil Engineering Associates, Inc. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 LETTER OF TRANSMITTAL Date: October 19, 2017 To: Ray Belair From: Amy Marks Project(s): JAM Golf Description: • 5 Full size Sheet L-7 • 1 11 x 17 Sheet L-7 • Court Exhibits 21, 45-49 that Amanda requested (11 x 17) Message: Please let us know if you need anything else from us. Thank you Copies To: File Riph LF, Veat6r Provost 170 Gaff Course Road South. Bu 6t9ton, VT OS403 CityofSo. �11�i��'.� o 802.8G2.SG24 Provostvt@ MMeast.net Dear South Burlington Development Review Board, We are writing this letter as we are unable to attend the DRB meeting tonight regarding the final plat application of JAM Golf, LLC to subdivide a 47.99 acre parcel and we'd like our concerns to be on record. We have owned our home on lot 86-170 Golf Course Road since 2008. We would like to have more information from the developer on how this project affects our lot and driveway. Plans call for reconstruction of our existing driveway as necessary. What does that mean? We'd like additional details please. What type of sub base, how many inches of asphalt, etc. Does the current landscaping stay? We have several river birches and other. landscaping that line the shared entrance currently. Are there plans for that to remain in place? We would like the opportunity to sit down with the developer to discuss these concerns before a final decision is made. We have tried to reach out in the past and have never heard back from them. Our other concern is the court ordered tree preservation plan for the wooded area behind our home which lies between holes 13 & 14. We would like to make sure this is fully enforced. Has this been in effect? Several trees were cut down last winter/spring by Barrett's Tree Service on quite a few areas of the golf course. They spent a number of days in the wooded area between holes 13 & 14 clear cutting trees. Was the city aware of this? We're not sure how many trees that show on this plan were removed. Is the developer required to replace trees if they were removed? Was there a zoning permit required for the removal of those trees? There is a fairly strict tree preservation plan in place and we want to ensure it's adhered to. We look forward to hearing from you to continue discussions of this project. Respectively yours, Michael & Heather Provost l theOther Paper • otherpapervt.com November 2, 2017 • 19 ..._ .__. __.. -___ _ __.. .-_._ � Pu Ma � � c Class. 1*fiedsl No-taces dolls, I have many for sale. 802-734- STEREO: Vintage, Bang & Olufsen 3713. (11/02) 5000, master control, phono, ra- 2002 Suzuki Aerio SX, only dio, tape, plus 2 Redline speakers, niles, 5-speed, AWD, very FURNITURE: Brass headboard, full reasonable price, 802-951-2453. ,vell maintained, runs great, size, $75.802-734-5818. (10/26) (11/02) nt in snow, $2,000. 802-863- 10/26) PIANO: Yamaha, upright, beauti- ful, like new, $2,000. 802-497-2527. FURNITURE: American Girl (10/26) m including bed, bedding, ;tand, lamp, pajamas, and dorable and perfect for the Ts. $100. If interested in AG s 3 C 30 aRLr.'m' hicles Expected! auction.hibid.corn C%WO 6,%# 4 @ 9AM Champlain Community- Services, Inc. n 7:30AM liston, VTdevelopmental aDirect �a a � >���i���ltiiir� Support Professional 1 '07 Ford Five Hundred '07 Pontiac G5 Champlain Community Services is looking for compassionate d '06 Audi A6 individuals to provide one on one support to help people realize '06 BMW 3 Series dreams and reach their goals. We are currently offering a variety '06 Chevy 1500 '06 of positions that include a comprehensive benefit package, Chevy TrailBlazer '06 Chrysler Pacifica competitive wage and a supportive work environment. This is an '06 Dodge Dakota excellentjob for applicants entering human services or for those '06 Ford Fusion looking to continue their work in this field '06 Nissan Murano '06 Subaru Legacy '06 Toyota Tacoma Send your application and cover letter to Karen Ciechanowicz at '05 Chevy TrailBlazer staff@ccs-vt.org EOE AND MORE Subject to Change all the cars! .. _ ..... .. . _ Ki° CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 30th day of October, 2017 , a copy of the foregoing public notice for JAM Golf, LLC [type of application] # SD-17-28 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) see attached adjoiner list Dated at So. Burling[town/city], Vermont, this 30th day of October , 2017 Printed Name: Amy T. Marks Phone number and email: 802-864-2323 x301 amy@cea-vt.com Signature: t Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 0695-00049 James E Clark Property Location: 49 Golf Course Rd 49 Golf Course Rd South Burlington, VT 05403 Parcel ID # 0695-00070 Property Location: 70 Golf Course Rd Parcel ID # 0695-00090 Property Location: 90 Golf Course Rd Parcel ID # 0695-00110 Property Location: I10 Golf Course Rd Parcel ID # 0695-00130 Property Location: 130 Golf Course Rd Owner of Record Neil & Jacqueline Zierler 70 Golf Course Rd South Burlington, VT 05403 Owner of Record Jai Macker Trust 90 Golf Course Rd South Burlington, VT 05403 Owner of Record Richard & Patricia Couture 110 Golf Course Rd South Burlington, VT 05403 Owner of Record Randall & Paula Charlebois, Trust 130 Golf Course Rd South Burlington, VT 05403 1/10 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 0695-00165 Carol Anne Brown Property Location: 165 Golf Course Rd 165 Golf Course Rd South Burlington, VT 05403 Parcel ID # 0695-00150 Property Location: 150 Golf Course Rd Parcel ID # 0695-00170 Property Location: 170 Golf Course Rd Parcel ID # 0695-00194 Property Location: 194 Golf Course Rd Parcel ID # 0695-00216 Property Location: 216 Golf Course Rd Owner of Record Norman Spargo 32 Canopy Glades Cir Ponte Vedra, FL 32081 Owner of Record Michael & Heather Provost 170 Golf Course Rd South Burlington, VT 05403 Owner of Record Thomas O'Leary 194 Golf Course Rd South Burlington, VT 05403 Owner of Record Kurt & Deidre Liebegott 216 Golf Course Rd South Burlington, VT 05403 2/ 10 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 0695-00256 Robert Wolcott Property Location: 256 Golf Course Rd 256 Golf Course Rd South Burlington, VT 05403 Parcel ID # Owner of Record 0695-00294 Donald & Lisa Angwin Property Location: 294 Golf Course Rd 294 Golf Course Rd South Burlington, VT 05403 Parcel ID # Owner of Record 0695-00338 John & Suzane Mantegna Property Location: PO Box 2304 338 Golf Course Rd South Burlington, VT 05403 Parcel ID # Owner of Record 0695-00358 Dennis & Holly Jones Property Location: 358 Golf Course Rd 358 Golf Course Rd South Burlington, VT 05403 Parcel ID # Owner of Record 0695-00376 Andrew & Maureen Price Property Location: 376 Golf Course Rd 376 Golf Course Rd South Burlington, VT 05403 3/10 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 0695-00388 James & Elaine Rublee Property Location: 388 Golf Course Rd 388 Golf Course Rd South Burlington, VT 05403 Parcel ID # Owner of Record 0695-00410 Gordon & Sarah Jensen Property Location: 410 Golf Course Rd 410 Golf Course Rd South Burlington, VT 05403 Parcel ID # Owner of Record 0695-00427 Adam & Sarah Hergenrother Property Location: PO Box 132 427 Golf Course Rd Lyndon Center, VT 05850 Parcel ID # Owner of Record 1285-00006 Bruce & Cynthia McGeoch Trust Property Location: 6 Park Rd 6 Park Rd South Burlington, VT 05407 Parcel ID # Owner of Record 1285-00024 Orchard 2009 Trust Property Location: 24 Park Rd 24 Park Rd South Burlington, VT 05403 4/10 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 1285-00026 Richard Goldman Property Location: 26 Park Rd 26 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00028 Leo & Bonnie O'Brien Property Location: 40ON Federal Hwy #507 28 Park Rd Deerfield Beach, FL 33441 Parcel ID # Owner of Record 1285-00048 George & Maureen Koulouris Property Location: 48 Park Rd 48 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00050 Bronwyn Dunne Property Location: 50 Park Rd 50 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00052 Mary Taylor Property Location: 52 Park Rd 52 Park Rd South Burlington, VT 05403 5110 1 ) JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 1285-00072 Douglas Boehm Property Location: 72 Park Rd 72 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00074 James & Diane Donohue Property Location: 74 Park Rd 74 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00076 Marian Pearson Property Location: 76 Park Rd 76 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00096 Neil & Nina Borden Property Location: 96 Park Rd 96 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00098 Frances & Thomas Gagner Trust Property Location: 98 Park Rd 98 Park Rd South Burlington, VT 05403 6/ 10 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 1285-00100 Robert & Mary Alice Irish Property Location: 100 Park Rd 100 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00120 Frederick & Susanne O'Neill Property Location: 120 Park Rd 120 Park Rd South Burlington, VT 05403 Parcel ID # 1285-00122 Property Location: 122 Park Rd Owner of Record Michael & Roberta Guerra 122 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00124 James & Lisa Goetz Property Location: 124 Park Rd 124 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00144 David Dodge Property Location: 144 Park Rd 144 Park Rd South Burlington, VT 05403 7/ 10 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 1285-00146 Louis Chiriatti Property Location: 146 Park Rd 146 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00148 Elizabeth Fitgerald Trust Property Location: 95 Holbrook Rd 148 Park Rd South Burlington, VT 05403 Parcel ID # Owner of Record 1285-00168 Cheryl Vance, Trust Property Location: 168 Park Rd 168 Park Rd South Burlington, VT 05403 Parcel ID # 1285-00170 Property Location: 170 Park Rd Parcel ID # 1285-00172 Property Location: 172 Park Rd Owner of Record George & Madeleine Weedon 170 Park Rd South Burlington, VT 05403 Owner of Record Thomas & Patricia Racine 172 Park Rd South Burlington, VT 05403 8/10 JAM Golf, LLC 1 Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 1285-00192 Brenda Bouchard Property Location: 192 Park Rd 192 Park Rd South Burlington, VT 05403 Parcel ID # 1285-00194 Property Location: 194 Park Rd Parcel ID # 1285-00196 Property Location: 196 Park Rd Parcel ID # 0865-00024 Property Location: 24 Holbrook Rd Parcel ID # 1255-00028 Property Location: 28 Old Cross Rd Owner of Record Suzanne Mink Trustee Revocable Trust Peoples United Bank PO Box 820 Burlington, VT 05402-0820 Owner of Record John & Susan Geise 196 Park Rd South Burlington, VT 05403 Owner of Record Ethan & Bailee Burnes 24 Holbrook Rd South Burlington, VT 05403 Owner of Record Randall Kay, Trust Marjorie Meyer Trust 28 Old Cross Rd South Burlington, VT 05403 9/ 10 JAM Golf, LLC Ajoiner List 1227 Dorset Street — Tax Map Parcel 0570-01227 October 2017 Parcel ID # Owner of Record 0560-00315 Peter & Karen Newman Property Location: 315 Dorset Hts 315 Dorset Hts South Burlington, VT 05403 Parcel ID # Property Location: Owner of Record City of South Burlington 575 Dorset Street South Burlington, VT 05403 10/10 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday November 21, 2017 at 7:00 P.M. to consider the following: 1. Preliminary and final plat application #SD-17-26 of Alan Palmer for a planned unit development to amend a previously approved plan for a 39,375 sq. ft. medical and general office building. The amendment consists of converting 10,444 sq. ft. of general office use to nine (9) two -bedroom dwelling units, and redistributing the uses in the south section of the building such that 11,400 sq. ft. are medical offices and the remaining 17,531 sq. ft. are general office, 20 Kimball Avenue. 2. Final plat application #SD-17-28 of JAM Golf, LLC to subdivide a 47.99 acre parcel developed with a golf course into eleven (11) lots ranging in size from 0.37 acres to 45.03 acres, Golf Course Road. Bill Miller, Chair South Burlington Development Review Board A copy of the application is available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. November 2, 2017 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com SOUTH BURLINGTON WATER DEPARTMENT July 5, 2001 Mr. Dave Marshall Civil Engineering Associates, Inc. 928 Falls Road P.O. Box 485 Shelburne, VT 05482 RE: Meadowland Business Park, Vermont National Country Club 10 Lot Subdivision, South Burlington, VT Dear Dave: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 Thank you for meeting with- us on Tuesday, July 3, 2001 to bring us up to date on the above referenced projects. I have summarized some of the key points we discussed during our meeting. I. All construction drawings and plans shall have a note saying "All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington and the Village of Jericho. Details should be modified to the above referenced specifications. , 2. The SBWD shall be notified prior to:backfilling to inspect'all joints, fittings, main line taps, appurtenances and water line crossings. I. This department shall be notified of any changes that may occur during the permit process with revised, updated hard copy plans. for further review. 4. The plans for the. Me" adowland Business Park that you presented show vast improvements as far as line depths. and locations over what was formerly designed. When you send us a completed set of plans I do not foresee any reason that we will not accept the revisions that we spoke of. As we strive to develop water distribution systems that are looped to promote better fire flows and water quality conditions, we will monitor any future development in the Lane Press and Dynapower sites to encourage possible connections with this projects lines. 5. The proposed, ten -lot subdivision at Vermont National Country Club poses a similar situation of having a dead end line on the backside of a high point in a pumped distribution system. We would again like to see a loop for this subdivision. As we discussed, this loop could occur by connecting back into the line on Golf Course Road. However, a more suitable suggestion that we also discussed would be to have the line tie into the next subdivision that may be built off, from Park Road.. This would create a looped system for both of the subdivisions. I understand that your involvement in the possible subdivision off from Park Road is limited, but I ask that you discuss this concept with the Vermont National Country Club management, and explain that looping will be required for both of the projects, and that the above options be considered for review. 6. We also discussed the conceptual idea of future growth along Dorset Street and Park Road. We did not formally come to any conclusions for water distribution to this area, other than to consider a direct connection to the 12-inch water main that runs along Dorset Street. This will be reviewed closer when the project is designed and submitted. Thank you for keeping this department involved in the planning for these projects. We enjoy working with a thorough and conscientious firm such as yours. Please call me if you have any questions or comments on these points. Sincerely, Jay Nadeau Superintendent CC. Sara MacCallum s W bl a,y1DN /sG�chT/DES provided to identify clearly the address and location of all residential units. All signs shall conform with the City sign ordinance. Section 417 Assessment of.Development Impacts The Commission shall evaluate any proposed major subdivision according to the following standards. In light of findings made on these standards, the Commission may require reasonable modification or appropriate phasing of the proposed subdivision. a) Will not result in undue water or air pollution. In making this determination the Planning Commission shall at least consider (1) the availability and capacity of municipal sewer facilities or the nature of soils and subsoils and their ability to support waste disposal adequately, (2) the elevation of land above sea level and in relation to the flood plains, (3) protection of ground and surface waters, and (4) all applicable regulations of the health department and other State agencies. b) Will have sufficient water available for the reasonable foreseeable needs of the development. c) Will not cause unreasonable soil erosion or reduction in the capacity of the land to hold water so that a dangerous or unhealthy condition may result. d) Will not cause unreasonable highway congestion or unsafe conditions with respect to use of the highways, existing or proposed. e) Will not cause an unreasonable burden on the ability of the City to provide educational services and facilities. f) Will not cause an unreasonable burden on the ability of the City to provide municipal or governmental services end facilities. g) Will protect important natural resources including streams, wetlands, scenic views, wildlife habitats, and special features such as mature maple groves or unique geological features. h) Will not have an undue adverse effect on the scenic or natural beauty of the area, is aesthetically compatible with surrounding developed properties and site characteristics, and will protect rare and irreplaceable natural areas and historic sites. i) Will provide convenient allocation and distribution of common open space in relation to proposed development and will conform with the City's recreation plan. j) Will provide efficient layout and high -quality installation, construction, and maintenance of streets and public facilities and will conform with the City's street and utilities plans. K ) 23 sewer facilities or the nature of soils and subsoils and their ability to support waste disposal adequately, (2) the elevation of land above sea level and in relation to the floodplains, (3 protection of ground and surface water through appropriate vegetative buffers and retention structures and (4) all applicable regulations of the Health Department and other State agencies. (b) Will have sufficient water available for the reasonable foreseeable needs of the development. (c) Will not cause unreasonable soil erosion or reduction in the capacity of the land to hold water so that a dangerous of unhealthy condition may result. (d) Will not cause unreasonable highway congestion or unsafe conditions with the highways, existing or proposed. respect to use of (e) Will not cause an unreasonable burden on the ability of the City to provide educational services and facilities. (0 Will not cause an unreasonable burden on the ability of the City to provide municipal or governmental services and facilities. p (9) Will protect important natural resources including streams; wetlands, scenic views, wildlife habitats, and special features such as mature maple groves or unique geological features. (h) Will not have an undue adverse effect on the scenic or natural beauty of the area, is aesthetically compatible with surrounding developed properties, and will protect rare and irreplaceable natural areas and historic sites. 0) Will provide convenient allocation and distribution of common open space in relation to proposed development and will conform with the City's recreation plan. W Will provide efficient layout and high -quality installation, construction, and maintenance o streets and public facilities and will conform with the City's street and utilities plan. f (k) Will provide for cooperation with adjoining properties in the extension of roadwa s drainage facilities, and utility lines. � Y� (1) Will conform with the City's Comprehensive Plan. 26.152 Density Calculations Maximum density for a Planned Unit Development and Planned Residential shall Development exceed the permitted density for the district in which the development is located. p all not encourage strongly PUD's and PRD's which work to promote t_to .26.151, above and beyond the minimum standard for complianSection ce p e he General Standards provided an effort in in shall be determined as provided below: nnitted density for a development n (a) A base maximum density shall be established by estimating the buildable area of the land to be developed (excluding areas with excessively steep slopes, excessive wetness, and within floodplain .and CO districts), subtracting 15% for roadways, and multiplying the remaining area times the permitted density per acre for the district (as specified in Section 25.00). For the Purposes of this subsection, excessively steep slopes shall be defined as those havinga slope 1:1 and greater. Excessive wetness shall be defined as areas of standing water e, Pe of ( g., ponds) and 92 ti tz lct V I G sewer facilities or the nature of soils and subsoils and their ability to support�waste disposal adequately, (2) the elevation of land above sea level and in relation to the floodplains, (3) protection of ground and surface water through appropriate vegetative buffers and retention structures and (4) all applicable regulations of the Health Department and other State agencies �(b) Will have sufficient water available for the reasonable foresee development. able needs of the V (c) Will not cause unreasonable soil erosion or reduction ' water so that a dangerous of unhealthy condition may resultl the capacity of the land to hold (d) Will not cause unreasonable highway congestion or unsafe conditions with respect to use of the highways, existing or proposed. (e) Will not cause an unreasonable burden on the ability of the City to provide educational services and facilities. (f) Will not cause an unreasonable burden on the ability of the Ci to ro governmental services and facilities. tS p vide municipal or 2-009 ;gtX4 (g) Will protect important natural resources including streams, wetlands, scenic vie habitats, and special features such as mature maple groves or unique geological features.wlldlife �1z 2d©Q (b) Will not have an undue adverse effect on the scenic or natural beauty of the area, is e aesthetically compatible with surrounding developed properties, and will protect are and irreplaceable natural areas and historic sites. 0) Will provide convenient allocation and distribution of common Open proposed develo ment as ace p and will conform with the City's recreation plan. p m relation to (j) Will provide efficient layout and high -quality installation, construction, and maintenance of streets and public facilities and will conform with the City's street and utilities plan. - (k) Will provide for cooperation with adjoi drainage facilities, and utility lines. ning properties in the extension of roadways, 917CL79 (1) Will conform with the City's Comprehensive Plan. 26.152 Densi C culations -11►�R�2 f cxl l a I So ,&., �� 1 subdi vis W,. j Maximum density for a Planned Unit Development and Planned Residential Development shallnot exceed the permitted density for the district in which the development is located. of encourage strongly PUD's and PRD's which work to promote the is located. StandaI .pro effort Section. In an effort to vided 26.151, above and beyond the minimum standard for compliance, permitted density for a develo m ent shall be determined as provided below: p (a) A base maximum density shall be established by estimating the buildable area of the land to be developed (excluding areas with excessively steep slopes, excessive wetness, and within floodplain .and CO districts), subtracting 15%for roadways, and multiplying the remaining area times the permitted density per acre for the district (as specified in Section 25.00). For the Purposes of this subsection, excessively steep slopes shall be defined as those having a slope of 1:1 and greater. Excessive wetness shall be defined as areas of standing water (e.g., ponds) and 92 VTE SUMMARY 200 AADT 20 AM PEAK 25 PM PEAK C.1 Ax0 a.i. sxF.. mO3RC3 LOTS 39-42 — 4 S.F. UNITS OLD SCHOOL - HOUSE ROAD AREA 15 UNITS VTE SUMMARY 200 AADT 20 AM PEAK 25 PM PEAK 1 � Oe0[RAOoe VTE SUMMARY ® 0 ® ® ® O © © ® m ® p ® ® 40 AADT ® 10 AM PEAK 15 PM PEAK 'J O p p FOUR SISTERS ROAD AREA 0 0 © 1 26 S.F. UNITS 11 M.F. UNITS r� NO� r Eayay 9 C ECONOMOU FARM ROAD AREA \23 M.F. UNITS �— VTE SUMMARY 140 AADT 15 AM PEAK 20 PM PEAK 2C �w 11 WATER 1 9 M.F. UNITS VTE SUMMARY VTE SUMMARY 5 AADT AM PEAK PARK ROAD ._ 0 AM rt-AK PM PEAK AREA \ 1 85 PM PEAK HOLBROOK ROAD AND ® ® \ — 15 UNITSWHEELER PARCEL 32 UNITS TABOR PLACE AREA 26 S.F. UNITS STORM DRAINAGE EASEMENT I e I VTE SUMMARY 50 AADT10 Am PEAK 5 PM PEAK ® ® ) / / F IT � - M.F.YNFrS VTE SUMMARY o @ - 510 AADT l9 @ ® @] I 40 AM PEAK v ® @ © p Q 50 PM PEAK cbYCouRx,eeRCEL � B3 1-CT e� suw.ma GOLF COURSE AND PARK ROADS AREA i 111 ® • ��� pay GOLF COURSE _ 0 `\ AND PARK ROADS AREA 32 S.F. UNITS LONG DRIVE ® o o \ ® 86 M.F. UNITS SUBDIVISION 10 S.F. UNITS LOT 108 AREA ;'� 3® 18UNITS s0unaeurawcroq n F.3 YM rnwA� uAccixr la 1 , ��. ^ \ �Y-SfOFlMI DRAINAGE EASBIENI "AlkI� i CITY OF SOUTH BURLINGTON _ I _ ` _ _- �- L =v�'�-�oRARw�RAe•Bn• - - - PARCEL 1 �- wr-AvwaF.wRaw. uc oe.., e�ue clrr r RCEAU �O1 I rTTTIIII 7 •4 Iio� e! eo s.' �° �\ SOU tFr BUgIgIGTON un_-/ ai \or % 9U ILER FAgM,e A°r .o log xI 1I,Or l$lo� xr/ } wt eOAK CREEK V9AA(,E VTE SUMMARY 600 AADT VTE SUMMARY 80 AM PEAK 201 AADT 99 PM PEAK 20 AM PEAK 25 PM PEAK r GQ R1 • V • - = 1 1-UT SUMMARY APPROVED TOWNHOUSE UNITS & HOMES WITH PRCIECT AREA ! SINGLE ZERO •HOUSE LOT LOT LINE GOLF COURSE & PARK ROADS 32 ' HOLBROOK ROAD & TACOR PLACE i 26 ! 86 - FAIRWAY DRIVE I - 36 WA rER TOWER - 9 ECONOMOU FARM ROAD. - 23 rpUR SISTER ROAD 26 I tt LOTS 39-42 4 - OLD SCHOOL HOJSE RGAD 15 = CLJBHOUSE I I I i I ?ARK ROAD i - �5 LO 1108 - 8 LONG DRIVE SUBDI ISION ID - I WHEELER P CEL - I 32 SJB-T�-AL I 98 256 'OTAL i 354 GRAPHIC SCALP: poi ^ IN iEET 1 f i ch 230 It SITE ENGINEER. r E CMI ENGINEERING ASSOCIATES. 1NC. I0IAVM&IDtRW ANE, SOBINBLUMTON, lT 05M RBa8A.t9Y9 FAC 91N1Re.Y2Pr wO: ww,CPANmm ORArN JDL C11[CKKD DSM APPROVED DSM OWNER/APPLICANT: HIGHLANDS DEVELOPMENT CO., LLC 1227 DORSET STREET SOUTH BURLINGTON, VERMONT PROJECT: VERMONT NATIONAL COUNTRY CLUB SOUTH BURLINGTON, VERMONT LOCATION MAP NOT TO SCALE R.ri.13 DSR/ACL ROA0.S ARRA DY S.P UNITS EXHIBIT B MASTER PLAN DAre .Anil. xin�nrc JAN., 2013 scALE A Ap 1•=250' I�/il —1 95270 r ^T__ , LEGEND: PROPERTY LINE OR R.O.W LINE /—- — —� Z 1- 1 1 -1 T r _ 1 —� - - -- — EASEMENT LINE I �� 1 —xob— — — EXISTING GRADE CONTOUR _ 1--- ® �1 400 FINISH GRADE CONTOUR � O "^^^^^'•^^^ EDGE OF WOODS .. - ���^` 1 it 1 l 1 ® 1 1 © �'- -- - EDGE OF DELINEATED WETLAND i /•�� _ / � y •; G' -- -- - 50' WETLAND SETBACK LINE •' — WATER LINE / � 1 I �' a _ SEWER LINE r -.. • •1_ — sa • STORM DRAIN LINE W/ CATCH BASIN t v -..1 `b /1 UNDERGROUND ELECTRICAL, TELEPHONE & CABLE /a /�;'♦ 1 I / OeVOB� , — — — c GAS LINE • ``1 0 A I NEW SIDEWALK O be i —w= HYDRANT 0j LIGHT POLE �• \ II. �" \.� \ / \•..\.\ \ C, as ------- STORAGE POND DETENTION POND--- i — NEW CORRIDOR LINE i ®• GENERAL NOTES: 1 Utlllbas ahonn do not p ,t to bonsbWte or represent all util ties located upo adisoent to the surveyed p—ies E ti g utility I —sons are pp — mate only. The C bads, shell field verify ell ubl ty—flict All M—Moanciea shell be reported to the Engine,, The Contractor shell co tact Dig Sale (888 344 T233) prior to any mn iftucti 2. All existing ubbbes not ncorporetedinto the final design shall be removed or abandoned as mdcated on Me plans or d'rected by Me Eng veer. 3. The Contracbr shall maintain -Aiu II plans (vim ties) for all underground ubhfixr, Those plans shall he sub, ned b the Owner at the m,Plet on of the project. 4. The Contracbr shall repeTlrestore all disturbed erees (on or off Me site) es a dn-t or indirect resun of Me canabuction. 5. All grassed areas shall be me n alned until full v,"Ien Is estabhol ed. 6. M Min IIII utsde of bonarr-lon limits. T. The C t b shall be ... poneblefor all work necessary for —plate and operable fi.diftiMs and iblih.e. 8. If Me building is to be sodnMered, backfiow prevention shell be ph — dad In accordance with AW WA M14. The S to Contractor shall construct the water line to Iwo feet above the finlshed floor Be, mschan cal plans for -des, data g. The Contracbr shah submit shop drawings for all Ites and ,stairs], Incorporated -nto Me site work. Work shall not beg n on any Item until shop drawing approver's granted. 10. In addition to Me requnemants set in these plans and specifications the Contractor shall _P,,W the work In accordance w th ell permit conditions and any local Pahl'c Works StsMards, 11. The Wt,,nce for finish grades for all pavement walkways and lawn erees shall be 0.1 feet. 12. Any dawater ng necessary for the comp) ti of the sits-1, shall be cons dared as bart of the contrail and shall ba Me Contracbr', responsibility, 13. The Contracbr shall owdimls all work th' T n Road R.O.W. With T wn author ties. 14. The Convector shall -nstall the elecMcal mbla and telaph a sery ms, accordance w th Me utififty compan es raqu remains. 15. Existing pavement end tree stamps to be removed shall be d-spoeed of at an approved off site location. All Pavement cuts had he mad, w th a p—Marnsle,, 18. Ifth.,,,,anymnflctsor'm�dsteon benc Zwii theplans sp if t Me Contractor ,hall contact Me Enginear for venficat fore work mntnues on Me ternIn question. �, sIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIiVlillllllllpllllll _ 0 0._ ° O°aO C JpJ _ ..: Illillllllllllllllllllllllllllll il'lll II v °o e �� • �, j(°'° IIIIIIIIIIIII Illi„III'IIIII°IIIIIIIIIInlllulll!Vllllllllllllllllllllullll,���IIIIIIIIIJ r _ r - ,\°° IIIIIIIIII!Ilillllllllllllllllllllllluiilii ' -- - -' ° � ° Illlllllllll�llll�llloll, Owner. GRAPHIC SCALE HIGHLANDS DEVELOPMENT CO., LLC ,• 1227 Dorsett St. S. Burlington, Vt. ( w rear I Applicant, tnae ` 20° tt. HIGHLANDS DEVELOPMENT CO., LL.0 1227 Dorset St S. Burlington, Vt. 05403 Goff Course Ambitect NICKLAUS DESIGN (den Bear Intermtionel 11780 U.S. highway #1 North Palm Beech, Florida 33408 Civil Engineer. CIVIL ENGINEERING ASSOCIATES, INC. 10 Mansfield View lane !i J So. Burlington, VT. 05403 Tel: 802 884 2323 Fax: 802 884 2271 0 iIP 'Ill "dIIIIIIIIIIIIII� � -. � 1�;.� IIII II� � ''���y °o IIIIIIu IIII' r Illllllllllliplluill,llllllmmlllllllIllllllllllllllllllll �' �� 11161p nmmUlllllllllll ', r- `�� Iil fl IIIIIIIIII Illllllllllllllllllllliulllllllllllllllllllllliilllll� � .�� Illlli�llllllllll�llllllllelh ° �`r�, °' ,r •° 1411111111111IIpjIlllllllllullllllllll �" o � �""� e, ° IIIIIIIIII Ilulll!III!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !IIIIII °° � �:r� �.:o° hlllullilllllllll Illlllllllllllllllllbllp�IpIII�IIIIIIIIIIIIIIIuIuI IIIIIIII � . III::I_.,IIIIIIIIIIIIIII l„ IIIII, , � II I _ I II �I IIII \ ,�, ter: � Illlllllllllllllllllllllluliii� :� �„ ,� LIST OF DRAWINGS - oa � �lollllllllllll � � - I nllllll o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII p...... °IIIpiuuu u m ,R ,� °a gIIIIIII ill;„IIIIIIIIIIIIIIIII •;�� ��:. • '° IIIIIIIIIIIIIflllll Illllllullm IIIIIIIpIIIIII� IIIIIIIII�IIIIIIIIIIIIIIIII �_ •,,,, IIIII �+jam. IIIIIIIIIIIIIIIIIIIIIIIIIuluuul °°rural � _TE 0-1 OWRALL SI PLAN DRAINAGE// IIIIII III 4d` OOO "IIII!( UI IIIII 1I r �,-•.� ,III III � _ _ 1 Illllllllllllllllllllui / � ' ° � • �\°`� WFi •� ` ` Illlulle (IIIIII �� 1'�..... EROSION ••'PROFILES . .. r f IIIII i Ipllogigluullllx oollllllllllllllllplul !IIII IIIIIIIIII ILII„I Ihiiiilll (!!IIIII W m � glilllllll„ IIIIIUVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIuIIIIIIdIIIIIIIIIIIIIIIIIIIIII , IIUII � STE DETAILS DETAILS �EROSION�. I' IIIIIIIII��IIVIIIIIIIIIIIBIIIIIIIIIIII . . p' IIIIIIIIIIIIIIIIUIfl w OC-9 SPECIFICATIONS L—I OVERALL SITE PLAN OF CANOPIES dllpl�IIpIIIoIdIIIIINI IIIIII o,° M-0{.�• — y l V OVER SITE PLAN l'-30' Illllplllll/tl'+ � - � rs Vq!L r v 1 l �k9v oc1� °�i -:IIIIIIIIIIIIiiIIIllIuoIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ IIIIIIIIIIIIIIUIIIIIIIIIIIIIIIi�w,l,���~ t �' i IIIIIIIIIIIIIIIIIIIuuulllluiullllllllllllllllllllullulllllllllll, illigllllllllllllllllllllllllllluull''�iao4y*� i� 'O _ 0 �w U) LEGEND: — - - - - — PROPERTY LINE OR R.O.W LINE - --- - -- - - -- EASEMENT LINE - ->w- - - EXISTING GRADE CONTOUR -----400 FINISH GRADE CONTOUR . •"`'c^ti-�^^^^^"'^^ EDGE OF WOODS ' -- - - - -. - - -- EDGE OF DEUNEATED WETLAND - - - - - - 50' WETLAND SETBACK LINE ' --`�`--------- WATER LINE _-_-_--------- SEWER LINE -- - as 0. -- STORM DRAIN LINE W/ CATCH BASIN ----- ---ern------- UNDERGROUND ELECTRICAL. TELEPHONE & CABLE -------- c------- __ ^^^^^^^^^•^^^-^^ GAS LINE NEW SIDEWALK HYDRANT UGHT POLE _ STORAGE POND DETENTION POND l� i p VIEW CORRIDOR LINE S GENERAL NOTES: 1. Utilities shown do Trot comort to constitute or represent all Itillial located upon or adjacent to the surveyatl premises Ex sl ng utility cations are appmx mete only. The Contractor ,ball field vi rdy all uWlty conflicts. All d screpanc es shall be mounted to the Engineer. The Contractor shell contact Olt Safe (888 344 I233) oil,, to any coreftuctlon 2. All exist ng utilities not incorporated into the final deal shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Conthecter shall malate n i s-bu It plans (w th lies) for all underground utilities Those plans shall be submlttad to the Owner at the completion of the project. 4. The Conractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All greased areas shall be maintained until loll vag,tatio, , established. 6, Maintain all trees outside of construction limits. I. The Contractor shell be responsible for all work necessary for complete and oparaala facilities and at liras. 8. If the building is to be spr nklered backfiow prevent on shall be prow letl in accordance with AMA M14. The S to Conlractor shall construct the water line to two feet above the finished Moor See mechanical plans for riser deals 9, The Contractor shall submit shop draw ngs for all items and materli oromorated Into the site work Work shall not begin on any tern until shop drawing approvals granted. 10. In add tlon to the requirements set in Mesa plans and spedflcallons the Contractor shall complate the work in accordance w th all pill toad tons and any local Puck Worse Standards. 11. The tolerance for finish grades for all pavement walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the s lework shall be considered as part of the contract and shall be the Gonlractor s responsib I ty. 13. The Contractor shall coord pate all wwk with n To,, Reed R O. W. with Town aulhorllles. 14, TheC-lial ahall'nstall the elect., cal cable and telephone services In acordance with the utility comp — as requ rsho 15, Ez st N pavement and tree stumps to be removed shall be disposed of at an appro,ed oe site locatlon All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or -nconslslenclae w N the plans or sp,cifci l ons the Centector ,hell eonract the Engineer for ver 8ratbn before wwk cons— on the tern in question. a] �-fia L0 is �--- 71r;11 j J 00 J 0-- HLANDS DEVELOPME CO., LLC 1227 Dorset SG S. Burlington, VL Applicant., HLANDS DEVEIAPME CO.LLC 1227 D,orset St. S. 8—lington, Vt. 05403 Golf Course Architect NICKLAUS DESIGN ;olden Bear International 11780 U.S. highway #1 North Pahn Beach, Florida 33408 Civil Engineer. CIVIL ENGINEERING ASSOCIATES, INC. 10 Mansfield View Lane So. Burlington, VT. 05403 Tal: 802 864 2323 Fax 802 884 2271 LIST OF DRAWINGS [— z P-1 LONG DRIVE SUBDIVISION o O P-2 LONG DRIVE SUBDIVISION n 0-1 OVERALL SITE PLANal a al C-1 GRADING & DRAINAGE PLAN k�- W o C-2 SITE UTILITY PLAN 1� C-3 EROSION CONTROL PLAN 1� C-4 STREET & UTILITY PROFILES NORTH C-5 SITE SECTIONS & DETAILS C-5.1 SITE DETAILS C-6 UTILITY SECTIONS & DETAILS a-- C-7 EROSION CONTROL DETAILS & SPECIFICATIONS C-8 SPECIFICATIONS C-9 SPECIFICATIONS o Q L-1 OVERALL SITE PLAN OF CANOPIES L-2 OVER SITE PLAN 1"-30' M till L-3 TREE PLAN LOTS 1, 2 & 3 € L-4 TREE PLAN LOTS 41 5 & 6 rc _ L-5 TREE PLAN LOTS 7& 8 + o Ji 2 L-6 TREE PLAN LOTS 9 & 10 S L-7 LANDSCAPING DETAILS g <s a L-8 OVERALL SITE PLAN SCALE 1" : 20' _.5 SHEET GRAPHIC SCALE 0-1 IN FELT ) t Inch - zoo fl J I -. _. -_ CHLAN ODES DEVELOPMENT 1. ^ ' gHI ♦ - - 'SC3- _ / I - "� _ - 122 rae St. I - - _ 1 S. Burlington. Vt. ♦ 0 - _ - ._ -- - -_ - '- - - - - _ Applicant EX. DCB 1 0 / - ' - _ HIGHLANDS DEVELOPMENT -- ' U - RIM=4_38.5 ��, _ - -- - EX L SD _ - Co., LLC \ - -- ,tNSTALI NE - i LIGHT POLE 0 88 ' '/< 34.0 -- ---- --- - -- - ° - -- -- -- C 2 -- � _ _ 1227 Dorset St. EXISTING LIGHT O>� / -'- _-_—.___ RI€M�= AA s. Bu 5403n' 1110 Vt. i_ o POLE U_ ° -�i - _ -- {ply=432 0 C- — - - - i $ o NEW FLUSH CURB— ' NEW HANDICAP "RAMP p`' - / - - - WITH DETECTABLE NIAI�-- c \ ✓ �W H ICAP� MP NEW' STIR V" / C -- _ - - - - -- - Colt Course Architect NEW P G{J !§t $TOP BA : ," _ �. - - _ _- - - - _ - - -_ _ _ NICKLAUS DESIGN N 5' Wld�°° `-- " 7 olden Bear International a- t0 RETEE*SIDEWA •, t---� \\\- ---- �, C� 11780 U.S. highway p1 i ��� � 6 - North Flor dal 33408 Beach, RE NSTRUCT O _ _ $. / INSTALL RECESSED CUR 3 l / Civil Engineer. \\ ` ` __._ .. _ _ .J_ _ CIVIL ENGINEERING OCIATES \ _ - I - - A5 .3 Burgin INC. 10 Mansfield View lane CURB L SIDEWALK / NEW DMH 3 So. Burlington, REMOVE EXISTING \ ( VT. 05403 RIM 4 2.0 \ _ LOT Tel: 802 864 2323 P R�O R&S ED 10 LO T INSTALL NEW CR WALK r. �ra435 5� � _ Fax: 802 864 2271 86 - -- U I S � N.PAV CONEd�ROADUR6 lt. rr� % �r " - _ NOTGR DI S PERMITTED O RECONSTRUCT EXISTING _ k' _ 4a ��� L _ DRIVEWAYS AS NECESSARY (TYP.) 2F6 1 r �" _ I tf / _ - f .,r S ANEW ,,... <� 1 - 4i4 - 4N'E C.0,. t 5 _ G" ` NEW C 5 ,�: i - Q ": 6 APPROXIMATE C.O. ,i d wd, f � �( t RI =42 .7 >� Gti'� ". t ' '� °. � Z J OCATION OF NEW , NE 444 i INf411----�� O RIM 4 X. FOUNDATIO 43 N W STREET♦� ��', y�'' $ •I i -.� NEW M}i 1 - - O N LV RAIN. REROUTE NV 43B7.4& / LhiIOLE / ?. 8 RIV.= 15.0 Q S $FfOV�N 1 RIM 43.2 r 8 .t 1 -- rr m Z E ♦ ✓ wall m. 9FLARED END >��-a12; W D Q ,x M . c _ CTIO14 O w a - - --� •.� �; , aU "; �i� _ - �,. M.=410.0 i i_ X b I ot'wWA;TER W a 8 w I ♦ e �� � uti �" fit.* v a1zs 2 i , PONDS FOCid 4.0, > - -- 10 '�..♦ i + , .esa�m� - _>•." '° fi �18NIDE� ,a;� z v y•.,� r� 1 i �i� ,� B.E.404 Q - C-' Z ACSS R D T • �.i�- _, y O 4aLOTS 4, 56 N,;" B, C O Q o\ -- ♦� `1 / r o R1 =420.4 �\ O 8 r J 4z t :4 t '\ A 425.08� 1 � l � � .' - -. .ER. C R;. 9) _ - - � • i °�'rr.,,., ..� � (cpBf 42�7- I 1 � _ o � �` 415. / Q -✓'� I I V 418 3 - - �1 - ' NV. 412.7, " FEARED < RIM=43 .13 CB EX. CB ��yy E SECTION\ �•r \V=431.8` INT),. _-- RIM- 4 7.53 O N =422.0 t - -_�" / - INVf 3.70, --- .-' / _ r - BUNK o �\- \ ISSAPATOR %EX. RI CB, _ - g^' - _ NORTH V F.:i ti" ♦ ® I RN- 420.08 RIM�46 06 INV1 o 5 G ��� ♦ INV.- 1 ❑ NEW 3 - \ 418.58 ' L7 _.---T POINT] - o \ - ' _- -432.1 �. i i ALL BUILDING ENVELOPES, SHAPES, & SIZES \ \ SHALL BE IN ACCORDANCE TO THOSE DEPICTEd �?r 0 N SHEE T L1, NEW� --- 411- STONE�I.INED ° EX. CQ DITCH RIM�414.92 - - -\--- �.'; •' r..-'�- INV.=412.74 'lir /' � � <\ t� f� 6l j - �' GRAPHIC SCALE Gr SHEET EX 18" \. , HOPE Ik o C_ i Y 1 _..1 1 R Legend - SUBJECT PROPERTY LINE OTHER (APPROX.) PROP. UNE -- - - - - -- — BUILDING SET -BACKS O IRON ROD SET 1999 (SEE NOTES) 0 4" CONCRETE SET 1999 OO E3 IRON ROD/CONC. MRKR. PROPOSED AI I 0 IV col 7) GOLF COURSE PARCEL D VOL. 407 PGS. 46-46 0 VOL. 386 PG. 71 134 N49 2( I \ \ I R-40G.00' L-55.22' G0=7*54'35" \ COURSE ROB 83 Notes - 1. Purpose of plat is to depict the proposed subdivision of 10 lots from a portion of "Golf Course Parcel F" currently under title of JAM Golf, LLC. This plat is based upon the Reference Plats A, B, and C, listed below. Additional field surveying for this subdivision has not yet been conducted as of September 10, 2010. Bearings and distances shown may vary by small amounts upon setting of markers and final survey. 2. Bearings shown are from Astronomic North calculated from our solar observations on site, and are here abstracted from the Reference Plats. 3. Comers denoted "Iron Rod Set 1999" were typically marked by 5/8" x 40" diameter rebar with aluminum caps stamped "Civil Engineering Assocs.", typically set flush with ground. Comers denoted "CMP" or "IRP" are proposed to be marked by 4" x 4" reinforced concrete markers or 5/8" diameter rebars with aluminum disks or caps stamped "Civil Engineering Assocs. - VT LS 597", typically set flush with ground. Dimensions shown for "iron pipes found" indicate inside diameters. 4. Golf Course Road is a dedicated public street with a right-of-way typically 60 feet in width. 5. Long Drive is proposed to be a public street with a minimum right-of-way width of 60 feet. The second course from Goff Course Road is slightly wider, and has non -parallel sidelines in order to harmonize with existing property comers at Lots 86 and 87. 6. Reference shall be made to Sheet PL 2 for details of existing and proposed easements pertaining to subdivision. - Reference Plats - A. "Economou Fam7s Golf Course Plat - Southeast Parcel - Property of JAM Golf, LLC", last revised 3/2/1999 prepared by Civil Engineering Associates, Inc. Recorded in Map Slide 341, South Burlington Land Records. B. "Economou Farms Golf Course Plat - Phase 1-8 - Property o1 Highlands Development Company. LLC ", last revised 10/21/1999, prepared by Civil Engineering Associates, Inc. Recorded in Map Slide 354-5, South Burlington Land Records. C. "Economou Farms Golf Course Plat - Phase If - Golf Course Road - Property of Highlands Development Company, LLC", last revised 12128/1999, prepared by Civil Engineering Associates, Inc. Recorded in Map Slide 360-5. South Burlington Land Records. 84 ' Ss GOLF COURSE PARCEL F Astronomic North See Note 2 A.vi'ROA'OM1C o •� \ 88 NO'ry0�� 87 \ pD (PHASE 1-B) \ a 2\ by O \ 0.37 AC. / yy 6a LAKE C HAM PLAT No SHELBURNE/ / WILLISTON LOCATION MAP LF COURSE PARCEL F VOL. 407 PGS. 46-48 VOL. 386 PG. 71 /* / 2J.39' 105.45 0.37 AC. /ry;, 116.00' S O6' s C7 C / ?�SS�4P ep4 L3 C6 / \ \ 0.47 Al. / \ x� 0.38 AC. SHORT LINE TABLE (CUL D C) LINE BEARING DISTANCE LINE 1 Nz]'01'45"E 18.80' "s A `- / LINE 2 N72V0.40 AC. 7'45'E ].89' F` C _. LINE 3 517'58'15"E 7.89' LINE 4 527'01'45"W 6.41' Be \ CURVE DATA TABLE (CUL DE SAC) Y CURVE RADIUS DELTA LENGTH C1 62, 45'00'00" 48.69' C2 76' 29'21'37" 38.95' C3 76' 80'36'35" 106.92' C4 76' 81'38'56' 108.30' C5 76' 30'24'11- 40.33, C6 76' 47'58'41" 63.64' C7 62' 45'00'00" 40.69' GRAPHIC SCALE IN FEET ) 1 Inch = 80 It N I` O 0.37 AC. *a j � t I- - -- I 0.41 AC. Iml 0.43 Al. I. cl I3 -J i31. I��T7I II 0.4 Al. 1 �M h 1z+oo l / 3 9=9- _ __. F- 13+99.14� 1"6.000 - N 00'11141" J w N0638.19"f / 0.4 ACC 38i /• W arr°^M . BURLINGTOIJ AC. ' SOUTH BU RLINGTON to Scale SITE ENGINEER: 0-- CIVIL ENGINEEWIG. ASSOCIATES, INC. 10 MANSFIELD VIEWLANE, SOUTHBURUNGTON, VT 05403 R02-B642BP3 FAX: 802-0642271 web:..cea-Kcon, DRARN ACL CHECKED JLM APPROVED TRC X 0 �/4�, V) m IC ` I (al M 0 M � N G _ I:T 64r8a I ' EXISM05 OR PROPOSED EASEMENTS LONG DRIVE ?IR EL F SUBDIVISION Ut��e�lestil owledge & belief this plat, consisting of two sheets, depicts y conducted under my direct supervision as outlined in the notes above, based upon our analysis of records & physical evidence found. Existing boundaries shown are in substantal conformance with the record, unless otherwise noted. This plat is in substantial compliance with 27 VSA 1403(b)(2)-(8). This statement valid only when accompanied by my original signature and seal. Timothy R. Cowan VT LS No. 597 JAM GOLF, LLC SOUTH BURLINGTON, VERMONT DATR DRAMNG NUMBER SEP. 10, 2010 ORIGINAL SEAUR 1"=60' P_ PROJ. NO. 95270 1111 RNRRr r IZ Exist. Go Easement N ` 87 VOL. 386 PA \ \ \ \ Proposed V Akx \ 16 10' Elec. \ Easement 8 SITE ENGINEER: J Astronomic North - Easement No es - 'STR°"°'C -- 1. xisting 10 id ease n gas line as constructed serves VT Gas Systems. 8. a easement for foundation drain on Lo utlet on P �\ Proposed 10' ea a undation drains (centered on drains as constructed) 9. Prop sad 20' wide easement for water li a ce d on I ne as CIVIL ENGMEEMING ASSOCIATES. INC. over portions of s nd d Parcel F, to serve Lot 86 and Lot 7. constm fed) in or along the access Kadin of 4, 5 nd ,north of Long IOMANSFlELD VIEW LANE, SOUTH BuBUNGT°N, VT 05e03 \ Drive, t proposed end of w e in P F. To He a Cit m 3. 'Propose 0' de eas en ewer a main from pump stati a M-2323 Fax: s V-22r1 »rem �.0�.�.00 7 to c' se r to be con rutted in DIN . 10. P posed ' ide a ent for gas line in access road cro 'ng Lots 3,4,5,E GOV G _ and 1 cen on line as constructed) to serve VT Gas S stems. Propo d 20' wide easement r gravity sewer fro of 7 mp Ste er DmA force main from pump station on P cell F across Lot 8 to ' ide main easement 1. P osed 30' wide easement for access road leading from Long Drive cul de ACL above. c n rtherly over portions of Lots 3,4,5,E and 10. (Sewer and gas line easements CHECKED \ GE 80 \ 5. Proposed 20' wide easement for star ain from cut de sac across portions of Lots 8 & 9 are w thin ment.) To serve Homeowners Association. JLM to outlet structure on Parcel F; to serve City. 12, Pr Bement for turn -around at north end of access road. —ROVED se ociation. TRC 6. Proposed 28' x 22' easement for sewapump station arcel F, to serve Lots 7 - 9. / This easement will benefit from an access easement across the ' ting golf course cart 1 . Propo a easement for stormwater drain from catchbasins on Lot 5 ge / path/maintenance road system. a d-6 o—outlet on Parcel F. To serve Homeowners Association. / Proposed 20' wide easement for gravity sewer from proposed manhole on Lot as 1 . Proposed 28' x 22' easement for sewage pump station on Lots 5 & 6, serving / panaf its 8 & 9 to pump station on Parcel F, to serve Lots 8 and 9. those two ots. Proposed 15' x 15' easement for electrical vault on Lots 5 & 6, to serve Green Moun ' owe} Corp. 16. Proposed 10 a easement for buried electric and communication lines to be / centered on lines as con cted, to serve Green Mountain Power Corp. and their assigns. roposed 24' Paved roadway / 17. Proposed 15' x 15' easement for elec ' I vault on Lots land 2, to serve w/ cone. curb / Green Mountain Power Corp. -�� (to be dedicated) 0 / --- Proposed 1 % Elec. Vault Easement 1 _ �\\ / Proposed � 1�7 Easement Pro osed /� > / I 14 Ease St t 2 // // // II I % � *O° ♦ Proposed Ease Entt Proposed / / / I 3❑ , Proposed 18' \ Elec. eVault Easement O° EasmentForce Main Paved roadway 15 10 w/ cone. gutter Proposed Q0 (Private r 10 Elec. I �16Easement � C > Proposed��'- }1 3 20' Drair 1 / Easement / 13+ 9.14 \ \ I I \ x Proposed _ _ ,,, \ r.er Line Prgp®S d� / '0' Access Ease. - _- _ --- .- -� \V A / _}.tension Exist. Gas ♦ \ \ I V rop._ CyLrheasin Easement �- \ \ \ �I Q Drain5 / yp�col) I 9 10' 11 1\ \. \\ 1 II (� Ease. y 20'ProWater er Proposed Proposed \ \ \ End rap -ed 2 \\\\\♦\ / III 4 Sewer / / /' `-�_ 1 0 Fesement Easemaent (Sewer Easement Within) \\ /�\ Easement\ \\ \ \\\ 9 P 13, n. Drat P / \ > 20' JJater \ Easement \� /�\ / r / / / --- Easement Proposed 20' Eose. 12 v V (Turnaround) 1 Proposed Sewer/—'Eas Exist. � � \ / Ditches Proposed \ / / / ♦ / Sewer 4 / /4 / ♦ \ / Easement -- Proposed /\ / / Y Drain 5 / / Proposed \ / Easement - / / % Sewer / Easement Exist. Ditch Proposed 6 Pump Sta. Easement - Leger SUBJE GRAPHIC SCALE — — OTHER --__------ EASEM KEY T IN FEET ) I inch = 40 it. I 1 I 1 I I I I I I I 1 I I �Proposed 1 1 L" 1Foundation Drain 1 I Easement I I I J E PROP. LINE NES NOTES fX• CPRT PAIN DATE CH,wD REVISION 12112111 DSM RlMsEDEASEMENr 11 SEE SHEET P-1 FOR NOTES, BOUNDARY DATA AND CERTIFICATE LONG DRIVE SUBDIVISION VERMONT NATIONAL GOLF CLUB SOUTH BURLINGTON, VERMONT DATE DRAWING NUMIIER SEP. 10, 2010 ORIGINAL SCALE 11,=40' P-2 PROJ. N0. 95270 p T SHEET 2 OF 2 LEGEND: PROPERTY LINE OR R.O.W LINE EASEMENT LINE — p- - EXISTING GRADE CONTOUR 400 FINISH GRADE CONTOUR EDGE OF WOODS — EDGE OF DELINEATED WETLAND 50' WETLAND SETBACK LINE -- - - w - — WATER UNE - -- -a- - SEWER LINE - -w • STORM DRAIN UNE W/ CATCH BASIN - - - UNDERGROUND ELECTRICAL TELEPHONE 61 CABLE - - c GAS LINE NEW SIDEWALK �i HYDRANT LIGHT POLE STORAGE POND \\ DETENTION POND VIEW CORRIDOR LINE GENERAL NOTES: 1. Ullltles shown do not purport to constitute or represent III uol fill located upon or adjacent to the surveyed premisee Ezist rg ullily local ons era approx mete only The Contractor shall field verity all utility confilcts. All d scrape re shall be repented to the Engineer. The Contractor shell contact Dig Safe (868 344 7233) prior to any construction. 2. All e,art ng Want, not Incorporated into the final IIg ii be removed or abandoned as'ndicaled on the plans or directed by the Engineer 3. The Contractor shall maintain as built plan (with ties) to, all und, gro-d ul l t es. Those plans shall be submited to the Owner at the completion of the project. 4. The Contractor shall repo drestore all disturbed areas (on or off the ells) as a direct or round result of the construction 5. All grassed areas shall be maintalned until full vegetation's established. 6. M 1 II t t C of consirucibn Ilmite. 7, The Contractor shell be esponsble for all work necessary for complete and operable f Iu s and utifil 6. If the b Id' g a 1 be pr nkli retl backfiow prevent on shall he provided In accordance with AW WA M14. The Site Contractor shall construct the water fine to two feet above Me fin shed fi S hen cal plans for near detail 9 The Contractor h ll sub It shop drawings for all'tems and mIn etanala Incorporated into the ,he work. W rk h ll of beg n on any Item until shop drew ng approval Is grented. 10 In add Mon to theeq irarrents set In these Plana and specifications, the Contractor shall omplat the work in accordance with all permit cond tions and any local Pubic Works Standards 11 The tolerance for fin sh grades for ell pavement, walkways end lawn areas shall be 0.1 feel. 12 Any dewetering necessary for the complebon of the sit ... rk hall be con,canad as on of the c rhact and shall be the Central re,p-libility, 13 The Contractor shall c nfirate all work within Town Road R O. W. w1h T u a Ihodl'es 14 The Contractor shall install the elechical cable and telephone sery ces in accordance with the ut IRy companies squlremenls. 15, Ezrst ng Pavement and tree stumps to be removed shall be d sposatl of at an approved off site location. All pavement cuts shall be made with a pavement saw. 16, It there are any coMticts or'nconslslences with the plans or sp— cedons the Contractor shall contact the Erg nee, for vertical on before work cent noes on the Item'n quest on. / . Owr HIGHLANDS DEPMENT GRAPHIC SCALE oS S1227 DrsBurlington I IN FEET ) Applicant: t M.b -zoo n HIGHLANDS DEVELOPMENT - _. r SLLC . B Dorat 7 a St. ®r® !®1 1 i S 05403 1 / urlingtoq Vt. �_•••.I �,�� _ ice' � � j• � _�i O QN v Coll Course Architect � �� �� © �.^ . � __, ®A a• � � _ NICKLAUS DESIGN � ' • s � ° 8•, � I � olden Hear Intematlone] 11780 U.S. highw North North Pelm Beach,. � • V I �/ 1 � � o A�_ � _ Florida 33408 as OOOSC cm] Engineer CIVIL ENGINEERING ASSOCIATES. INC. 10 j I Mansfield Vfew Lane • / `..� O8� Ii So. Burlingn, ® �� J VT. 8 403to �' v / ..,�.� uu I Fauc 602 884 2323 f, Fauc 1102 11114 2271 • l � � tee.- -- -- ° o boo°ao -I 1 l E-I o �o , l LLI m �^ t Q -/LLJ ® LIST OF DRAWINGS I O > E71P-1 LONG DRIVE SUBDIVISION Irk JJ O` ® ® O '.� . (w) )V O I_ I JAM GOLF, LLC. ``� F-1 O HIGHLANDS ' P-2 LONG DRIVE SUBDIVISION D. ® I 0-1 OVERALL SITE PLAN ® OO., C-1 GRADING & DRAINAGE PLAN C-2 SITE UTILITY PLAN C r� r C-3 EROSION CONTROL PLANin N C-4 STREET &UTILITY PROFILES ass C-5 SITE SECTIONS & DETAILS w C-5.1 SITE DETAILS 16 �- C-6 UTILITY SECTIONS & DETAILS NORTH ® �� ,� iti i /� f • � � �� � '�� 1 � � C-7 EROSION CONTROL DETAILS &SPECIFICATIONS � � %� � _ _ _ _ I. � � rn z C-8 SPECIFICATIONS t ®i ® t �__r r ✓I __ - -----�— - _ -�� C-9 SPECIFICATIONS I3 � �, i��. � fir/• '® � 1 � { © 1 1 ® 1 '®' i � t1 Jf. .7� �, I ___ L-1 OVERALL SITE PLAN OF CANOPIES i \ CEL I1 L-2 OVER SIM PLAN 1"s30' t a I L-3 TREE PLAN LOTS 1, 2& 3 - I I ( . ®� ®I ®. ®' ® ® ��:. ® O ® ® ®' ®' ® i c 4 • L } � L-4 TREE PLAN LOTS 4, 5 & 6 ®. ��-L_j'� CWRSETPARCEL F .� I L-5 TREE PLAN LOTS 7 & 8 •II 1 �l 1 I i IO ® \� �\ �� ' ; •'o •?f.l ' CITY OF SOUTH BURLINGTON L-6 TREE PLAN LOTS 9 & 10 a I \ r s. •� .� a 3 4 ® L-8 OVERALL LANDSCAPINGDETAILS PLAN 1 20 � � S s at I o� a to �X t I PLAN SET LAST RESIDED 12-12-17 � � � �� i�>, $ �a BASE FLOOD ELEVATION CCOARSE PARCEL F >Q . �" -- ZONE B (500 YEAR FLOOD LIMITS) OIF r _ a 171 r 1 FROM THE FLOOD INSLI FIANCE _ r I I RATE M FOR S. BURLINGTON ATE SHEETo °CITY IBURUNGTON / C � I 0-1 No Text NEW SMH i RIM=441.35t . / / owner INV. IN=429.5f *EX. SMH #38 - _ g 1 g 4 HIGH DEVELOPMENT 1 O INV. OUT =429.4t *EX. SMH 3 EX. 18" - _ 9 c0" LLC INV. IN (E)=42 / RIM=440.61 RIM=439.93 SD- - 1227 Dorset St. / INV=429.66 _ s. Burlington, Vt. INV=431.18 ° _ Applicant: NEW 8" TAPPING �/ EX. 43 #1 _ C - EX.18" S HIGHLANDS DEVELOPMENT SLEVE &VALVE RIM=438.5 _ CO , LLC \ / \ ORB 34.0 ° DCB 2 1227 Dorset St. o ---- RIM_DCB #---_---- ----- S. Burlington, Vt, EX. 8" SDR 35 / / O 03 �_ ---� MPVC ANS / /, X / CUT & REPAIR \ ® ® - - --- _ ---- PAVEMENT sr ° - - RECONSTR T s<o R \ \ CURBIN SSE n"' \ CoNICKLAUS DESlf Course IGNet.• cep, ____ G0� COURSE ARCS C. \� /� olden Hear International � -" 80 hig wa ql } \ 0 O 1 11North P.J. Beach, / \ _ -,rt A + � � y� - - Florida 33408 N w � 1 T L/ Civil Engineer: NEW 8" SDR 35 P C T� 7 H �� E CIVIL ENGINEERING \ SE SANITARY / ASSOCIATES, INC. 10 Mansfield Viea lane MH 3 t So. Burlington. VT. 05403 �.� Tel: 802 884 2323 e )'�``' N W SMH 4 P R O S E 10 L O T Fax: 802 884 2271 �^ �� ' � 5+90 8 6 2 r M 444.15 \ \ �/i �; V =433.( , SUBD�UISI W I 3.2 2" FM sE P iN�( =43 OS (@' SS) s. c 10, NE 8" D.I. A �� /�✓; c� R MAIN V cs? �4ha•, NEW HYDRANT #1 .r 43 , M h+l NEW SMH U RIM=445.05 ', s '' / � / � � _ � �► w INV. OUT=431.5 INV. IN=431.6 / G O 0. �N�� - ✓ PUMP ON NEW/ w.. FOR L 4, 5 & 6 E'I i% APPROXIMATE / I 1y C 'S LOCATION OF CEO / 43 z G,, q �y n ✓y Z3 Sz6 of Q AS SHOWN �\ \ O ✓` L GIB LET ? es T sto"" wat ^ cD l a t / R V = 15.0# \ NEW 1( oP O Q DRAIN. REROUTE 7 N C ,'Sd` 5 J RI 4 r. E '� St.— wa yf ,1 p j 3C �9 m i- E NEW HYOR Nfi' 5 `ids Q I� � H \ f s _ _ N - _. ...- r F y° HDPE1 10 J C, � tdD \FORCEIMAIN 4'. \ 6 / fir? 1 a :I_ - Y.✓ s , o ' '°S RR VIV h W"416.5M 2 RID D-FOREBAY - 2" SDR v ff \ N N 1 �l G W.L..414.0 .n s •; 2y V 412 w B.E.404.0 - s Ek� \•\ 'G', / ',+ i N I ,t.::' : � �; -.J• , " ' . `�': � _ � :C :, • #3 0 A � _ '1• '' 15� : ai � y y � � � ,? x l .5 2 �j//�i�, - roX G �4B 4 O FUTURE INE J �• IN =4t5:4 - O EX - SEWER SERVICES ex C ,��_- \,,.. DR35 PVC A �+ L •. . . {;a -,___. %. 4 S EX C$ = 0 z E 1 OU E i I TYP) r s" S E cx. vnm 422.7 RlF=415.13 /Ff I 4421 .3 NV.=412.79 NE 2 r)'rP M-STATION FOR 10 Fj ASSEM A " PLA�ED RI CB 2" SDR 21 PVC YEX. CB E D SEG�TION . INV 31.8 0 INT J h o �j ) FtSRCE MAIN RIM=417.53 1� vi IN 61 =42 .0 t w .�-�� - INV. 413.70 \E�IS APATOR �� EX. CB EX. CB 92� 1�y - NORTH o RIM=42008 NV=4116. I8. 2 L �� NEW NV.=418.58 6 sk'rAT POINT) f RI 36.30 �� rt =432.1 - P MR STATI FOR TS7,8& 4' (AC VIA EXIST. / GOL COU CART �� ✓"�� PA SYSTEM ND UPMOST CARE SHALL BE TAKEN TO PRESER ° a A LESS EASEM NT +\R� _ TREES WHEN ROUTING AND INSTALLING UTILI Efi( / ) t ° STORM, ROADWAL AND SIDEWALK. \ (SEE TREE PRESERVATION PLAN) i \v ° EX. CB � .K RIM=414.92 INV.=412.74 \ al �\ �\ GRAPHIC SCALE a o o r v (� r �r) n �� d d 1 SHEET _ EX. 18" HOPE No Text HIGH POINT ELEV - 445.14 HIGH POINT STA 1+88.20 PVI STA 1+75.20 PVI ELEV = 445.92 HIGH POINT ELEV = 444.45 AK _ -5.00 HIGH POINT STA = 6+10 LOW POINT ELEV = 441.81 K = 26.00 PM STA = 6+00 LOW POINT STA = 0 LOW POINT ELEV - 441.17 LOW POINT STA = 0+15 130.0' VC PM STA = 3+85 PM ELEV 441.72 PVI ELEV = 5.00 A.D. _ -15.00 0.63 PVI STA = 6+80.41 PVI ELEV = 441.41 PVI STA - 0+17 A.D. _ -5.47 K = 6.67 A.D. - 9.00 PV 1.17 N 18.29 100.0' VC K = 4.44 A.. ==3.00 < l ry 100.0` VC LOW POINT ELEV 43663 nn 40.0' VC 450 4a 4.0' VC c + ro Y na xh n .. 4 nns __- _. "od + PVI STA-.4+75. PV ELEV - -- of - 448 o a &, n - 435.00 A.D.-4Ba ] n *- a n 4FZn N:, m in 3 3I '� 6 d m K s 4.86 U < + zm m r446 m a K -. 80.0' VC x Y Ny -F h FINISH GRADE n i w 44 m % -200f, 3I fJ N o m X ..444 3 �L3CE z 44? NEW HYDRANT AT HIGH POINT OF CCL E%ISTING GRADE q PROVIDE RIGID INSULATION) z&z $ e< - - n .. i>i NEW HYDRO T AT 30 442 1. WATER MAIN `` M DRAM! CROSSING AT );+ .a )j' m + - w HIGH P01 j WATER V 111 OF 1 V10E \ h a4 0 � n 438 z qq 3 / APPROX. LEDGE LINE 1 -j'.-I Cie-- 15. \ 3 436 RN,p1N 6 DI' i1P� 3/4" WATER SERVICE � sin A.-5.- 6 / 436 SLEEVE -� 4" SEWER SERVICE ,i �\ \ `r`y e �._ LOTS THIS ACGE SUETAD PROF4EE I I & VAILNG VE _ f - / 434 ' 0 O e" SDR 35 PVC 05'/FT. Sa0_ - FOR CONTINUATION 432 8 SOP 35 PVC S-.005'/I T. SEE STA. 4+35 EXISTING 8" WA2 8=.0065 f . -. i i 432 MAIN B' SDR 35 PVC L.L O _.. i MIN. 18" SEPARATION o n m a �!a -. _-. - -. .i a _. _ _-.. BEINEEN. ccwrR & _. a WATER LINE M II n 430 a ,0 42B F II u '�j PROM 2" RIGID INSULATION Z 428 AT ST RM DRAIN CROSSING 426 _ z 426 OdTUM F. V IN ERSECTION STA: 3+42.03 EUEV. 442.57 STA. 7+19.09 - 42J 00 0+00 Go 4-00 5 DD 6+00 7100 LONG DRIVE PROFILE 1" 30' NORIZ. = 3 VERT. PVI STA 11+50 PVI ELEV = 441.00 o A.D.:,- 7.73 n K 2.94 1 Gnm VC 448 446 444 ]42 FINISH GRADE c 442 AP2Z0%. LEDGE LINE - + le PVI STA = 13+18 \ (E%ISTING GRADE Pr ELEV 424.20 _ \Y/ A.D. = .155 438 436 _ \ 100.00' VC 436 434 \ m 434 D N 432 \ 6i c>+ 432 7 2" SEWER FORCE MAIN GAS MAIN 430 m 42822 426 F.\ \ m N \ n 426 .� All, 424424 6" SEWER SERVICE ' AS SERVICE - -2.10,, 422 I___. _� 422 420 ---- 2" SEWER FORCE MAIN - - _-.- 420 418 418 1" WATER SERVICE - 416 INSTALL 2" RIGID 'a INSULATION DEWTEEN 416 WATER LINE AND STORM DATUM ELEV DISTANCELINE WHERE ISOLATION / 414. 00 (TYP.) / n LLLJJJ n n n n o a n II � n o o X 10+00 11+00 1213100 - -- SHORT DRIVE (LOTS 4 5 & 6 ACCESS ROAD) PROFILE 1' 30' HORIZ. 1" = 3' VERT. 07 HIGHLANDS DEVELOPMENT CO.. LLC 1227 Dorset St. S. Burlington, Vt. Appticank HIGHLANDS DEVELOPMENT CO., LLC 1227 Dorset St. S. Burlington, Vt. 05403 Golf Course Architect: NICKLAUS DESIGN ;olden Bear Internatlo..1 11780 U.S. highway yl North Palm Heach. Florida 33408 Civil Engineer CIVIL ENGINEERING ASSOCIATES, INC. 10 Mansfield View Lane So Burlington, VT. 05403 TeL 802 864 2323 Fax: 802 884. 2271 2 0.4 zw J O O �C 5 0 m (� J z;� C)LLI '^ V LAI z o� z z O 0 z F_ W NORTH sll o � � u 2 4 C � o SHEET C-4 AS SHOWN ON PLANS I AS SHOWN ON PLANS F-6" 3 1/4' BITUMINOUS CON ETE C1 T 1/A- TYPE IN FINISH C RSE rC O N CRE T E CURB 4" MIN. TOPSOILL, 1 2' TYPE IT BASE�CWRSE i .... ... ___ B" CRUSHED GRAVEL _ 3" CRUSHER RUN GRAVEL Y_� 15" GRAVEL BASE COURSE GRANULAR +"�;A' 3/4' WASHED STONE BORROW STABIUZATION FABRIC MIRAFl S00% OR PERF. UNDENORNN FILTER FABRIC MNAFI 140 APPROVED EQUAL WHERE REWIRED OR APPROVED EQUAL SIZE A SLOPE AS PER PUN TYPICAL ROAD SECTION MATH CURB & SIDEWALK TUTS ALL JOINTS SHALL BE THOROUGHLY CLEANED CUT E AND COATED WITH PAVEMENT PRIOR TO PAYING EMULSIFIED ASPHALT EX. BIT. PAVEMENT PRIOR TO PAYING (BOTH ODES) ._ MIN MATCH EX PAVEMENT (MIN. 1 1/2' TYPE TYPE II) Mom. •'e NC11 : C ,PAA l7 :; 1 WAY WN1MCiCR SH MANTAw AT LUST ax- mAIT1C AT ALL TACs DUNX9 IIORI( wTm - ,, p 00 c9UBgAg O p MATCH Ex SUBBASE O 00 0 O 00 O O 0 111E POW. p q1 0 0 00 p 2. MANTnWKE AID RROTEcnaN 0, wM 91allo (te' MN CRUSHED 1 O 00 p O 00 O 00 wxw YJnNN mE MonrAr n.aw. gNAu eE 0 O O O 0 0 GRAVEL) p 0 p 0 p A1oHOM N AccoRDwE wm THE uAwJu a uMPwu mArsTc cwTRa oEW¢s. THE CpImAC10P g1ALL MDT allot W1NX 1KF R.Qw. W1NWT APIMMPRIAa CdaTINCRCM gONNt N PUCE. z Au 11ACKi4L 9— N, uME IN SEA 01) uns 0 + iR ANWDNIIMTEO TO MOT IE55 111AH YSX SEE TYPICAL UN NIY OBNgtt ACCMaKt TO ASIM X AVA TRENCH DETAIL 069e. A w REPIACC ENs1N0 ROM s1wPINo As NECESSARY. REPLACEMENT OF EXIST. PAVEMENT NTS SIDEWALK WIDTH AS SHOWN ON PLANS 5' CONCRETE SIDEWALK g• B' GRAVEL SUBBASE g• UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR fl11 NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 10' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) Y. BETWEEN EXPANSION JOINTS THE SIIDEWAUK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. rF_ LEDGE EXCAVATION — UMIIS ( IF REWIRED) 3' BITUMINOUS CONCRETE PAVEMENT.— AVEMENT: rMIN. SHOULDERi" TYPE III FINISH COURSE 2" TYPE II BASE COURSENTABLE CURB MINOUS CURB 1/3�EFT�� 2 OR 3 (OR AS SHOWN e000eo o eeoeoeoo eo^e^e a PLANS) � 4' TOPSOIL �COAPACTED SUBGRAOE—�� BOOX OOR APPROVED STABILR APP FABRIC MIRAFI ROVED EWAI ACCESS ROAD SECTION TO LOTS 4e 5 & 6 N.T.S. TO' COURSE B CONCRETE PAV BASE COURSE CONCRETE PAY TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION-7 SLOPE TRANSITION —FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N.T.S. <. ,. TO BE USED PRIMARILY WHERE SLOPE EXCEEDS IOX FILLL STABILIZATION FABRIC STONESTONE DITCH CURB CUT DETAIL N.TS 1, CURBING SHALL BE CONSTRUCTED N 10' SECTIONS — 1/e' JOINT sETwEEN sECTONs. 1 CURBING EXPANSNN JOINTS s BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL SPONF L�BUeaut OR CORKTO AASHTD )ESIGNAMIN M-133 (1/2• CONCRETE CURB DETAIL N. . DURABLE DOUBLE — 4' YELLOW CENTERUNE ING MARKA'STOP' DURABLE sroP st(;H (20-30' OFF EXISTING PAVEMENT, B' FROM EDGE OF SIIWLDE NEW STREET SIGN PER l 30' , CITY S. BURI.MJGTON \ STANDARDS RDS \ 24' DURASUE- STOP BAR a' To tX14TING GROUND L NEW HANDICAP RAMP ETGSTNC GROUND —� ��1 DTCHES OFlN .ATTIDES NKI IN TD' EXCEETING 57L STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. SIDEWALK RAMP WITH HEAVY BROOM FINISH MIN. TRANSITION CURB24A> PLAN RIVES K RAMP 1/2' REVEAL WTH /3 w 18' E.W. TEXTURED Y SURFACE Ox MAX. ADJACENT SEC11ON A -A TO RAMP TYPICAL HANDICAP RAMP N.T.S. LLx—mak, A :w#lE PktOl CROSSWALK DETAIL 0 mer. VHLANDS DLVBI.OPM CO., LW 1227 Dorset St S. BurDagton, VL 1227 Dorset St. S. Burt1ngton, Vt. 08403 Doll oE NICIGAUS DESIGN 11oldan Baer Iatarasttom 11780 U.B. highway /) North Pahn Beech, Florida 33408 CJn11 eer. CIVN. ENDgRIlQG A330CUTGR, INC. P.O. Box 18 3helburna, VT. 05482 T.L! 602 985 2323 Fax: 802 965 2271 REMOVE EMS1ING SIDEWALK Kam e CURB. INSTALL NEW CROSSWALK w F 7G JO' R L) v - CUT EDGE OF EXISTING -J PAVEMENT BACK A MINIMUM / OF 1 FT. CLEAN AND COAT WTH EMULSION PRIOR TO Z PAVING O ,^ NOTE: PAVEMENT MARKINGS AND STOP SIGN TO NEST STATE z N J STANDARDS E-120, E-121, E-143. E-191, AND E-193 INTERSECTION CONSTRUCTION DETAILS _ S Q N.T.9, O 0 W U m o N cn 0 Z z J O 0 F U h-� h 0 W LIJ u) Z a ON a Z NORTH C9 ALL .rovers SHALL BE EXAMPLE I : SIDEWALK ADJACENT EXAMPLE 2 : SIDEWALK AND CURB THORo"Y" 1E 01 TO CURB SEPARATED BY GRASS STRIP ANO COATED N11H TOTPANNO ENULSNEO ASPHALT PRIOR TO PAVING Ex. P1,1101r DETECTABLE WARNING '/z• Twe Pp ...s. LEVEL LANDING o oNo.PA VEIn NT T - W/ DETECTABLE CURB RAMP Rus BFIS0 0 00 0 0 0 ,NE «.o.w. A N, nHEs a,P�Nc .oNN N,N «c WARNING c, B _"p OpO pOp�O 0 NANe of r-E RAMP ^ • • .. _ . DEwgLK A 8.3X MAX. ...... Ams�LxrsGRASS 8.3% ENCHAL oar oExsrr Ncw«o c ro M STRIP MAX. M ETAIL esa.w cwmAcrox s«NL x0. wuR« m e. a e a a ee e N,nwr .rP .. .. . .. RE 1 E.111Nc - 11- Ns NEass.«.. CURB »- 24" I-- CURB MIN, REPLACEMENT OF EXIST. PAVEMENT NTS ,! 61 APART Itl'll�■lp�lll TRUNKARMORING _DETAIL NT. TO BE USED PRIMARILY 4I­IERF SLOPE 7E�CEEOS iON STONE LINED DITCH N.T.S. AS SHOWN ON PLANS 2'-O.. WHITE THERMOPLASTIC CROSSWALK DETAIL N.T.S. EXAMPLE I: PAIRED RAMPS AT CORNER. PLANTER OR OTHER NON- I" TRANSVERSABLE OBSTACLE A DETECTABLE WARNING EXAMPLE 2: SINGLE RAMP ON CORNER RADIUS. A C - CURB I CURB RAMP J WARN DETECTABLE SIDEWALK RAMP 1 SINGLE WALK -STRAIGHT APPROACH TO PARALLEL RAMP. I I 6" MIN. 6" MIN. RAMP 8" MAX. CURB RAMP B" MAX. MIN. LA NDNG ROADWAY 24• ROADWAY SURFACE SURFACE 5.0% MAX. �� 5.0% MAX. 8.3% MAX. ADJACENT 8.3% MAX. ADJACENT TO RAMP TO RAMP DETECTABLE WARNING DETECTABLE WARNING SECTION A -A SECTION B-B CURB TRANSITION TYPICAL HANDICAP RAMP - TYPE 1 7'-0" MIN. N.T.S. CURB SECTION C-C 24' 6" MIN. SIDEWALK CURB 4'-0" MIN. 8" MAX. OUR. AAM. RAMP DETEC_TABLE ROADWAY PERPENDICULAR I I � WARNING URFACE RAMP IN URBAN SETTING - WIDE SIDEWALK 2.0% MAX. 8.3% MAX DETECTABLE ADJACENT TO WARNING RAMP crrnnKl n_n CURB RAMP RAMP FLARE rip 10.0% MAX. SECTION B-B I 4' X 4' LANDING MAX - 2% CROSS SLOPE IN ANY DIRECTION SEE NOTE 4 I I I �P CURB TRANSITION CURB TRANSITION CURB RAMP 7'-0" MIN. 7'-0" MIN. CURB -SECTION C-C EXAMPLE 3: RAMP ON TANGENT SECTION TYPICAL HANDICAP RAMP - TYPE 2 N.T.S. FINISH GRADE 4'-C" MIN. DETECTABLE WARNING BROOM FINISH ADJACENT WIDTH DETECTABI S (RTYP.) S � FOFLRAMP WARNING + 6" MIN. DETAILS 8" MAX. 24" DETECTABLE WARNING PLACEMENT r DIRECTION OF TRAVEL 50% MINIMUM TO SQUARE PATTERN, PARALLEL ALIGNMENT 65% MAXIMUM OF BASE DIAMETER ADJACENT SURFACE OF RAMP / LEVEL LANDING (SEE 0 2• _ DETECTABLE WARNING NOTE 111 5) �.- 0.9" MIN. 1.4" MAX. DETECTABLE WARNING DETAILS DETECTABLE WARNING NOTES: 1. DETECTABLE WARNING SURFACES SHALL BE PAID FOR AS SPECIFIED IN THE CONTRACT. 2. CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL HAVE A BROOM FINISH. 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED IN THE DOCUMENTS. 4. TRUNCATED DOMES SHALL BE AUGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL 5. FOR SURFACE APPLIED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25" VERTICAL CHANGE IN LEVEL IS ALLOWED. FOR CHANGES IN LEVEL BETWEEN 0.25" AND 0.50 A BEVEL WITH A MAXIMUM 1:2 SLOPE IS REQUIRED. CHANGES IN LEVEL GREATER THAN 0.50" MUST BE TREATED AS A RAMP - 8.3% MAXIMUM SLOPE. 6. SEE THE CITY OF BURLINGTON FOR A UST OF ACCEPTABLE DETECTABLE WARNINGS MANUFACTURERS FOR ANY WARNINGS TO BE INSTALLED WITHIN THE PUBUC RIGHT-OF-WAY. DETECTABLE WARNING DETAILS N.T.S. MIN. MAX. 0,65" MIN. BASE TO BASE SPACING GENERAL NOTES: 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE ADHERED TO IN THE DESIGN AND THE CONSTRUCTION OF SIDEWALK RAMPS . WHERE SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP (5% OR GREATER) GRADES, RAMP GRADES WILL BE AS FLAT AS POSSIBLE. ( ON LOW SIDE OF DRIVES AND INTERSECTING SIDE STREETS, RAMPS SHALL SLOPE TOWARDS DRIVE OR SIDE STREET 0 2% ) 2. NOMINAL RAMP DIMENSIONS: RAMP WIDTH - 5'-0" MINIMUM RAMP SLOPE - 8.3% MAXIMUM FLARE SLOPE - 10% MAXIMUM RAMP CROSS SLOPE - 2.0% MAXIMUM 3. A LEVEL LANDING (NO GREATER THAN 2.0% SLOPE IN ANY DIRECTION) SHALL BE PROVIDED AT THE TOP OF SIDEWALK RAMPS TO ALLOW FOR STOPPING AND MANEUVERING OF WHEELCHAIRS. 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS. 5. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE CHANGES) AT TOPS AND BOTTOMS OF RAMPS AND FLARES. 6, VERTICAL DROP-OFF EDGES TO RAMPS WILL NOT BE BUILT UNLESS THE RAMP ABUTS AN AREA WHICH WILL NOT BE USED BY PEDESTRIANS. 7. NO VERTICAL "LIP" OR 'CURB REVEAL" WILL BE PROVIDED WHERE THE RAMP ADJOINS THE ROADWAY. 8. AT MARKED CROSSWALKS, THE FULL WIDTH OF THE RAMP OR LANDING SHALL BE CONTAINED WITHIN THE PAVEMENT MARKINGS. 9. WHERE POSSIBLE, RAMP FLARES SHOULD BE LOCATED OUTSIDE THE DIRECT LINE OF TRAVEL MOST LIKELY TO BE FOLLOWED BY THE VISUALLY IMPAIRED. 10. SIGNS, POLES, PLANTERS, MAILBOXES, ETC. SHALL NOT BE LOCATED WHERE THEY WILL INTERFERE WITH THE USE OF SIDEWALK RAMPS, 11. WHERE POSSIBLE, SIDEWALK RAMPS SHOULD NOT BE LOCATED WHERE USERS MUST CROSS DROP INLET GRATES, MANHOLE COVERS OR OTHER ACCESS LIDS. IF THIS CANNOT BE AVOIDED THEN GRATE DESIGN AND PLACEMENT SHALL CONFORM TO ADA REQUIREMENTS. 12. CURB DRAINAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE THE FLOW OF WATER PAST THE SIDEWALK RAMP. 13. WHEREVER FEASIBLE, TWO SIDEWALK PAMPS ARE RECOMMENDED IN PREFERENCE TO A SINGLE RAMP. 14. JOINTS WILL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT SIDEWALK SPECIFICATIONS, HOWEVER EXPANSION JOINTS WITHIN THE SIDEWALK RAMP AREA WILL BE AVOIDED WHEREVER POSSIBLE. 15. SIDEWALKS THAT ARE LESS THAN 5' WIDE REQUIRE 5' WIDE BY 5' LONG PASSING AREAS (NO GREATER THAN 2.0% CROSS SLOPE) AT INTERVALS NOT TO EXCEED 200 FEET. 16. E.O.P. = EDGE OF PAVEMENT 17. THE PUBLIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION PROJECTS AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. CO., LLC 1227 Dorset St. S. Burlington, Vt. AppliceaL- HIGHLANDS DEVELOPNI CO., LLC 1227 Dorset St. S. Burlington, Vt. 05403 Golf Course Architect: NICKLAUS DESIGN ;olden Bear international 11780 U.S. highway WI North Palm Beach, Florida 33408 CIVIL ENGINEERING ASSOCIATES, INC. I Mansfield View Le So. Burlington, VT. 05403 Tel: 802 864 2323 Fax: 802 864 2271 I E- zz C) Q � > m 6 J amF- zN� W O > W H 0 (n CD zo J E- z z F x N� W � W 0 NORTH �-- SHEET TREE WELL DETAIL N.T.S. C-5.1 RIDUCER OWN Rua �I �71�0�iti�3i B8E�+8®8 88�A0�®8�a Eslmmmmmmmmm®mmmmmmmmmm mmmmmmmmm�mm®mmmal.!p.bo �. 4fi. alii �mtAmE9mm�mmmmmm�ml'EC� (��mL'.:+->T;:a ®mmimmmm��EZdmm-EQDQT �3LQSmIr"•Ab: Eh'Wm mmFTl®m��m�71'F%IAmQCSI'LUFE•l?SZQ:i THRUST •« DETAILS NOBS: 1. Campoalbn N bacAMl am1 d Mall ba a mNhrwm of 801E (951L undWl,rwd.oY wwfowR) ' of maXlmum try d4nNt)) dN gM N Ma Almdard pFoctor laN (ASIM MOBWB). APPROVED BACXFlLL COMPACTEDIHDItWGHLY CPALIED 2. B.ddNq maWld Mall not be Mac.d m hoxNl IN e' uFts Rubq"tl.. ROD HIM Tim AS REQUMED. USE 1' a 3. b 01 NNA not c IWW re Maw. INSUATION FOR EYFWY mMI Um 12' N IHNw4l dNT•nNon (Je' N Noodlq�,al., Y maWmum dbmlr NMN i of FOOT DEPTH OF PIPING IS LESS THAN 5'-6' IM wlgG of M4 pp). ar cwtaN onY hoT.rn. wl, or argmk mN4Fld. WATER OR SEWER PIPE 4. T—hl, Md D• oanplNMY d lXi RFXF to THOROUGHLY COMPACTED MacNp of pips bedllne Halal and Lepl BEDDING MATERIAL dwalsrM duFNq Mt l.tbn N Db. arM boc4C1. S. In tF4 ..HM _Mdbla m X`X,IW h nM Fill, ale Nn —lb'� •Ilm�i b(3%le_. Mnum). ....: -: e. THs 4Mw N honcho !' a more N dapN .ntar.d UNDISTURBED SOIL OR ROCK by pW�WannM Mdl ba MNl4d by o.0 popN to m• upla of Fpo•. o. d•iNW S.H.A aMdad.. 1. B XXwIg mal4N HI wt of =a one. t o TYPICAL TRENCH DETAIL ppaa" .ond «U I ma,dnam 'I" If air. Spbmlt a wmpl• to tM EngN•N Ia oppovd. N. . NOTES: 1, ALL BRANCH PIPING AND FITTINGS SHALL BE MECHANICAL M.T. 2 HYDRANTS SHHAL BE LABELED 'NV. FOR NONDRAINING ON THE BONNET FACNG THE ROADWAY. TYPICAL HYDRANT INSTALLATION N.T.S. WATER SERVICE CONNECTION N.T.S. WATER MIMMU BETWEI SEWER NOTES: 1. PROVIDE A MINIMUM IS" VERTICAL SEPARATION BETWEEN THE WATER ME AND THE SEWER LINE. IF TINS SEPARATION CANNOT BE MAINTAINED. CONTACT THE DESIGN ENONEER FOR DESIGN REVISIONS. ALL REVISIONS MUST BE APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (WATER SUPPLY DIVISION). 2. MAINTAIN 10 MINIMUM SEPARATION (KORIZONTAL) BETWEEN THE SEWER LINE AND WATER UME 3. PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER/WATER LINE AT ALL CROSSINGS TO PREVENT SETREMENT OR ANY DAMAGE WATER/SEWER CROSSING DETAIL x.1:4 4" 22 1/T OR 45' ELBOW 45' WYE OR TEE !' MIN. SER 35 PYE SEWER CON TINUE BNIE TO PROPERTY ME WIN' SLOPE D i/!' PER FT. ro END BEE PLUGGED NTH !' PVC SEWER MAN WATERTIGHT PLUG AND MARKED W/ 2'X4" BOARD EXTENDING FRO. SEWER TO Y MIN. ABOVE FINISH GRADE. ' AN 4" 22 1/2 OR 45' ELBOW - 4" MIN. MR 35 PVC SEWER SERVICE ROTA FEE TED AS REOI11RE0 1 4' /FOOT MIN. SLOPE 43' WYE OR MAIN IN SEWER M 12' (TYP.) FELVATION ra[MR SERVICE CONNECTION N • CONTRACTOR TO PROVIDE 3 LOCATION TIES TO END OF LATERAL TO BE INCLUDED ON 'AS -BUILT' DRAWINGS. • SEE TYPICAL TRENCH FOR BEDDING AND BACKFILL REQUIREMENTS. MATCH OITCM CULVERT Y END SECTOR SECTION i A_A TYPE q STORE FILL ,. A TYPE II s101E ors \ FILL (T'-0') MIN. LIHNMIESS CULVERT END SECM N A STABWlUT10N FABRIC RM IF UE STONE APPROVED 800E OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N,TS.. MANHOLE 2-0' MIN. RADIUS MALL MANHOLE MAX SLOPE SLOPE OPENING ABOVE PLAN LE6MON FRAME k COVER F.- TYPE C OR EQUAL ADJUST TO MEET FINISH GRA 48' 1" RISE SET FRAME ON FULL MORTAR BED k SEAL JOINT PRECAST CONCRETE RISERS FOR ADJUSTMENT. MORTARED ON EXTERIOR SURFACES (12' MAX POLYPf10PYLENE MANHOLE STEPS a 8. O.C. WATERTIGHT JOINTS USING MASTIC OR RUBBER GASOET COAT EXTERIOR OF ENTIRE MANHOLE W11H A WATERTIGHT SEALANT (2 COATS) CAST IN PUCE FLEXIBLE MH SLEEVES OR APPROVED EQUAL (TYYPP. 11ALL PIPES) UST: 3' (MAX.) STUBS AT ALL MANHOLE PIPE CONNECTIONS —CONCRETE PILL TO HIGHEST CROWN OF PIPE 105111RBED 7'^' / �1Y MIN. L DR ROCK J 6' MIN. CRUSHED CLA55 B CONCRETE STONE BEDDING SHELF AND INVERT VA�EY� Ines 1. NMUS R, 1X TaNXRaIG1m ON, yY1XIN WlCmilA mIeIE1IGx G IUX/PA 1F3T. X LXT� M �_MHNL x W:Nm Nar M1G aXaaNUL DDSMna x W1EWOR JGW15 LNul NGT K MIGUIFO. A bWl AA FLAT T MX%MI' WE Aa3 IFn Im~IF M PoiW YC1BN' . TYPICAL SANITARY SEWER MANHOLE N..5. TYPICAL CLEANOUT DETAIL N.T.S. NIGH STRENGTH NON -SHRINK ORWT po"BOR 1F2/8 N' E 24' G. GRATE 2/4 FLANGED FRAME OR M.PPRo EQUAL) CONCRETE CURB ---T FULL MORTAR BED —T MA _i 12' GRADE PRECAST CONCRETE- i 7AT—PFROECAACSTOMNIRIIE 2!NAX.) ./MDNDUTHIG BASE �JF SOIL TRENCH ROCK EXCAVATION PAY LIMITS �N WATERTIGHT .PINT USING 1" —� WN. WIDTH FLEXIBLE GASXET (SEA. EXTERWR JOINTS AND UFT ROLES •/NON SHHRINX[I WG1T) Tim, F', MIN. CRV.. GRAVEL *PRECAST MANHOLE STRUCTURES C4 8 (UTEsTT M wS SPEC. TYPICAL CATCH BASIN O CURB N.T.S. --FLOW CONE SECTION OR 4 TRAP� COVER DUTY) FOR SHALLOW MANHOLES SECTION ELEVATION FORCE MAIN CONNECTION TO SEWER MANHOLE N. . 3' VENT w �\—LEBARON BOLTED k GASKETED BIRD SCREEN k `•LF� �FRAAE k COVER # R-64 13 GAC FILTER �) CAS elWlaVEn EM, CONTINUE CABLE IN CONDUIT NEMA 1 IEI�IgIpI�IF"� TO HOUSE BASEMENT JUNCTION 36' W RISER CONTROL PANEL AND ALARM. AUDIO k VISUAL 3' GAM BOX ADJUST HEIGHT TO FINISH GRADE ALARMS SHALL BE PROVIDED PIPE 1500 GAL. PRECAST GROUT UNION CONCRETE TANK - ASPHALT COVERED GATE VALVE GROUT CHECK VALVE 4SUSMERSIBLE SEWAGE PUMP MR 26 PVC 4" SDR JS PVC PIPING TO MOUND 1/4' PER FT. (MIN.) FROM HOUSE GROUT SET PUMPING CYCLE AT 30D GAL Wan ALARM FLOAT *VERIFY PUMP REQUIREMENTS WITH THE ENGINEER ONCE FINAL SITE IS SELECTED. RESIDENTIAL PUMP STATION DETAIL N.T.S. FRAME k COVER lE C OR EQUAL 5 MEET FINISH GRADE. SET FRAME ON FULL MORTAR BED k SEAL JOINT PRECAST CONCRETE RISERS FOR ADJUSTMENT. MORTARED ON EXTERIOR SURFACES (12' MAX) KLYPROPTLENE MANHOLE 24' STEPS a a' O.C. WATERTIGHT JOINTS USING MASTIC OR WOW GASXET 46"W COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) MIN SEE RAN w/ FOR SIZE 2' SU SEAL WITH HYDRARUC CEMENT u odc MORTAR. OR GASXETED FLEXIBLE WATERTIQRT CONNECTION 12' WN. TYPICAL STORM MANHOLE N.T.S. COMPACTED GRAVEL POLE. SHANESPEARE ILL A011135 BOLT OR CADWELD HAND MOLE w/COVEP GROUND CORE O POLE FINISH GRADE- 3"l 3/4' CONDUIT FOR `M TO POLES./ /B BARE COPPER {LWARATE GROUND GROUND WIRE jai.-_T WNW (4) R VORTICAL I'' 3/4' X 10' COPPER �_ GALVANIZED STEEL WELD GROUND ROD T' ,B' ' PVC CONDUIT CORN BOND TO CONDUIT. /3 TIES a 1Y O.C. BASE k POLE POLE LIGHT DETAIL N. . Ownam. MAN9S DZVMPW CO.. LTC 1227 DDreet St S. BUrUDgwn VL Im Dorset St S. BTJrDngWn, Vt 05408 GDII Couript Arohttect' NICKLAUS DESIGN :olden Bear Interaat)one 11780 U.S. highway fl North Penn BeWe Florida 33408 C4r17 eer. CIVIL. ENG ;RING ASSOCIATES. INC. P.O. 48 Boz 5 t61bTLrne, S1VT. 05482 TBL 802 980 2323 I'— B02 980 2271 F+•1 L 'O'^ _J VI Q 5 ►- rO m 0 Z So Lu F0 V) LAJ V) Z a O� E � Z a p F NORTH i NA N VERN 1. Et VAR A TRENCH V DEEP AND THE y' eDiN OF A STRAW BALED HAY STAKE OR STRAW pf BALE. r\ NOINC WIRE OR ;WINE n 3. PLATE M STAKES PACKED STRAW PEP BALE. 2. ANGE rV5T STAKE TOWARD PRENWSLY 4. BACKmLL AND COMPACT THE WD BAKE- EXCAVATED SOIL AS SHOWN ON W THE UPHILL 51DE OF TIE BARRIER TO PREVENT PIPING. COMPACTED Vj BACXFlLL 4' MIN, SN¢ALE I I I Ia. MIN. I �BOT10M OR� OP I WAY" WPY I PLAN sWA E ry 1� I 1 u U ELEVATION HAY BALE CHECK DAM N.T.S. PLACE FL7ER- FABRIC . MEtM 14ONS BETWEEN GRATE a PRANE Y STAKES 1 1/2 TO 2r T E GROUND STORM GRATE INLET PROTECTION N.T.S. � I I 2' CRUSHED STONE NOTE: PRONDE APPROPRIATE TRANSITION BETWEEN STAIR ZED CONSTRUCTION ENTRANCE AND Pultuc R.O.W.. pp�� ���� PLAN Iw MIN. b � CRu91E0 STONE E%Is11N0 (RACE CROSS-SECTION MN. STABILIZED CONSTRUCTION ENTRANCE NTs. ROOK NOTE sit DEWATERNC DISCHARGES SHALL BE THROUGH SEDIMENT CONTRA VMS. CONTRACTOR SHALL MAINTAIN AND DEAN TRAPS AS REWIRED, PLAN SECTION A -A SEDIMENT CONTROL TRAP DETAIL N.T.S. nLIER WRED FABRIC D1DpEp OR POET WRm TO MESH, TO BE MIRMI 10OR5 OR APPROVED EGYAL Sam, 1Ele1T B 20' 24' MIN . . . . . . . Y[TNl Past ftl fa '.PACT WOW 10' ION 1PAEA STEEL OR WOOD STAKES SEE WART AT MWT IotilmtMIIKM vrp ro aSr M KPi1WMilc wWRi >m.Ion elerr AmwAATn Hat nE loo+r s >K demxmAc be Toe a Au .uE E w 1EC1E Sw E GFA�m as ��f1k1. ��TNE1Y15NRY uxn Rapes Amu a*�uum x teglT ,IWRE W r rA91DllD 4.xaY W PElS WTh eaE 1[S R. �wID E.1 , tl ATMesinus Am e°aoTleA Trrr Wauu e ee Mw. ME. - SILT FENCE DETAIL N.T.S. SEDIMENT I (31500 so. IX PLAN VIEW P CYIDIN EXISTING GRADE MIN. S, TOP WIDTH ,,qq T.��zz,,,,,,�� MIN. e' NSER "'PT'iYGR('�---------- EARTH DAM 1 1 (MAX. 10' HIGH) SEGMENT TRAP 15' CAPPEp TEE T-SEEP COLLAR ---_- IY CMP OIL PIPE SECTION TEMPORARY SEDIMENT BASIN NTS Sediment k Erosion Control Narrative 1. DESEnivnW of PPo.Ecr Tan C dI, tw Der Uon ores Vermont Camby CiUD M prapoYnq m anpbnpt b Ito Ranee P«bptM eMoprwt to Mdvde m apnMnd 10 roiMnit efn9M I. bk m ". o bcoltd aMb tlu 810 eve PPD m Me •eel ebe of Op«I S1rM N SwM WurlMptm. The 0 ways to wits Um btanpl ei a 5p0 foot pMk wl-de-•ee rend and a ]BO Iaot Priwle YwhWd plw and .ewes wl a brmgM1t ur'augn N• properly horn M. aej-1 -1 Cw_ Rpa Wptewolw .RI M call«led Wo o yoN1Y newer moN Mat wM call•at ob aHcdY ban 5 bb aw Na two mMte w P elatldn• fen tM ­d., M. lob. fThm«t°row p eon area. lymain. o plaa�l1 - saes t m maim: in. .unwa�mpia •lMn a MppI. a Mk mo}cE Impacts m III. ptlmM hove two reauma Dy tluawmp U. owe« b M. .- - TOPOGRAPHIC FEATLRES -The pro}cl one .... _d, p hem -1 Course Rood b e 1.ade and Met bad d- to Me wnwnan bits nwU arwilm•. Tb o. pens m wtvope ontl I., not rm o Its WNNq ye Mot wRYneed b be removed I. wpp- Me MNaellon of M. burled ."- COMER CONDDORs -Th. mabJormttY oe Me .lee b IwMM aU o e1naX ,aeon MNq IoplM 211. patMe a Its open 11.10 owe aE}ant to M* ddf purl. SOxS - Uly Day o.ItwUM. E nbanUY CONnglm SRtY OaY. Emm�mq R MnaINY. ant x or mMvaE E 11,Rity SpdwICV COMnq m Sv YLY Day 0 . ; tOx q.17 VeB Vr9mn« City 2 to ex 4OR 0.17 Oac pelt.. at loan a 10 1% 50x 0.32 RUNOFF CHANGES - Ap, oe bly 2 of des prp*.y as be < N! NM k tP a., w P-ay ._w .data The Mmpe N th. ry If chwaclM•tke Mro been NteyeMtl Nio M. sates Nwn�.dtr mmagemenl plan Iw Me Normal ma 1 Canby Ciub. Stam.alr ham tNa Oortlon of its Ea.bl/IrrlpNlm pond I. y Ala Its nvl lnl & th.npo}ct dr- T9bvfittlity ha Dpn --I- I-- MYlmportmlt 1«Wn oft It. •nA- Mrl9atbn l reel seats its prg-E.rolopnpl rNn MrN9 its periotl IN -a . Iran Yk- I Mkh b uss0 to Mpab Meqd s Apes to bb Dclaw. TeX r.dum• M• ppw rot« of rvnaf den to tn. bawdo.n of M. pane Ana arlN• In M• maN\ewnw IN grwM.akr I.M. b M. wnwndmp par cw'te proprtY p1.. EN_CdMETTAL ISSUES - Enwarnonkny .m«Ntiw w.m Mol tale M Imp«tea MrNq wn>wdM me aab.e bNp. Th. 1pa.W awn. a pot«tbn (b parwu.w) Nate* 1. S.diment a Ermbn Lmbd. %..IT N the w.tMY alr«LAP wR M awacted to Me •NNNq Ydgolbn pond _only o entomb ... of wtwd alean.mq. It rM be Ypwimt Io moNae and mabtoM w1laN. ­t P wotlm eonV. enema, Iw rmelf movb9 to M. eat 2 YMtMat Thw. m tom• Pon a ,times Ioea1M N 9 W. ml and north sap. of thv pro}d Mot w1 n«a !o M Prat«Letl man Mgwt. 3. Twpl. wt ores r -4. M. IwgM cclrn pbn of be Irew g Me PraprtY. , b M• Nkn1 0l Mb baler, to 1e 1 o NI, M 1a t Patten of Its MNneq ..I w MaL Me Cif!y MICM1 rWreeette a •IgnlM1mnl lanalarm In Use part of Me Cky N not oawwy «trl its can.Wabn lama Is me MNm pNranmanM tlwradotbn con ocar. Tha Hl taaKlnp Me OeMopmpl plw« of Ms pro}cl as M •else to pc.«M rMe, wl«, la. ail aM1y Nolan. TM YnpwnptNY» of t«nnlpep fw pasts oanrrol a wa.ip ma ..tlwnpt MrYp Its wptotM Pxioa ma lM peke Mb.Np enbmmmtb Was me root aW1n b NMw I• vitlM tO fM p.leNbn a Ma w iRu pbthq rsYmA• Nn bd prat«tW I— M. InNYlalim 0 e at Ix b bap .­t bolero tt taco« M. aNM dbb r I aN mew to mbMiza tlu wlMiMl la unMiwww wvvoMmpt Nb the atilanda Cmbplw w11 be rputo beta o prelrpow bop (w yaroroa e¢M Derdr) mama It as ..claw. m M. Ya• Mra M. mapmed Nerowmpb aR Dear b feMr rtMo UN pallets. llu Prggea buNrs mama tn• .Nwcwwe at Da Prot tNJ Mragh Me haMetbn at at pgwM ea•kprtrw,ei ilmtba ­11. bonbr --II Mw M. ptlmd k adJ«wI b Me EROSION AND SEDIMENT 0ON7R0. STRATEGY - Me p.pO d pelk r dy Me Uwla�Y-bd mepawrw o. Mow; p Id.E.Yon Lmtrd %an (see S�ieet CJ Ana Speoniawekn shim 02150 p M.el C7 0l AtbMmpt 1). Toe p<Pmea roawY -It", ma lM mlMty m MdNNM Ie4 nee Dep MNpnw Io mNM}a Ue ImpoN m Me rape. ma estop. arvinap ton. Mexe mnNrucap al wsur In m.m ,melts w iMle M, we:on, worm amlrel mp.uw .dl be wnplennntea and m. Mown m Me Elo:wl Conbd Plm. of la«I .pi w eyplx Mm Me pr- wDInM In�ge'Vrmme rlonaaaw tar SON Erb aw -t Conbd m Cm>Wctbn Site;. Th. its -y roNm aonera mwwr« aw pwpaMq a. m rdM.t 1, ins trees wl M al and uesa m M.aaaa Npbr a Papaaoa its •lump*, brunt, and sncew unwllabla swat wl be a.- al el o Seek Op 1 1— w wlk pe4 mmag.eunt ­tr. 2. StaRked cm•twctbn ,meow wl b. NN011ed. ]. MY bap and .1 knw .11 be McWIsO m Mop m Its Eroalon Canal Pbn SApI CJ. 4. ;Tts bar NAM oomntbuaetlemslru elq. rw ma Ndeyled N temparay«olbne r ymwm ekaWNe. 5. It. Newark/.M y &bg w1 It. b. p fe d. 9w g cmetrvclM, M. Its g I—" Nua M pod. A. Utlk. wo:m wets -thy w bl-k, a ttI « Nlnout •ew cantaY d h drn m It— p«1w Mon 11. B. u- g NaDRVelbn metrlala w «tang awl Mre rvnOR le rpk a cawnVNae. C. LMIINp -- m In. vkNltY a et.mne des «tlmd• pd I Ia M, m I- tempfory voWn o,able. 0. vduml• ma momptumpb wu•.eJ•wur4ry� b me d,mnMt Dave It Bets w1RNpt E. V•Mq hay.M M.cw Emu, Ml Mnw, wtlwnpt ,mat mtl Dasbe men tM col rem MYu^ b mow. [. Wblr wdI_ from wdMpt EaMs wl M rpuYw to M a- -d I- "I..prb b iI,g V«. e .else PI St a aly. G Presrpkl'm9 to m­a­­a­nw and NMN buffer awe untA taw Its ale rem D-i .M etaPMW. H. C.. Mel by Pro a pots, lob ant p.P b, wHwr, IMItln9 VaMc m anhaMbp htmn9 culllvolwp mE wr wen ••eaMeuntq Mm Md, wbr. •eeaM9. G. TIw cant.clor to tpwP. aeea. -It-. Isms, and -1M Me dkbrbed arose Cie soon m PoeNNe I—, culled, al cmNaabn. A Up rpidy 9xm g pw vp. pies to pWNq .rep My graww wwb ollw.be B. endues rpldY 9mnwretNq gram. In Ms pad mblurm anon M.y aW not careranM Me hfhje t Me IMd proMIN. LtM. nydro.. UeNdYq ant pxa Mm feadMa Dxmmpt soYp wnbd msawru IncWG 11 Pt- w 1 MM tM Pal l ma lilt* rpawap Culwl Nme to alto. and 9-1 .wdNe .- M. u I Yd. IN M. _). - wN contrq women and Proviee tamest and a•orplM OI Mx. Ora• w1 M Plata Ina ekturpW awe ma pat«tM ant room can_ m g w a«• er wwbet•d I.- Dkbroea to e1N M e[aaa.a by a mmbbalbn of m .h .teem, and halbda tlmne Ssse. MRNIzw, ma rep mukh ra M ,pies M Me spin, Imp«tbm ant mahteranm Ial tenor MM, Nla kNle and dRw wM navy roMfdl. Th. Wm and wbaw aT M ropmeWS« Erosion Cpbd %w SnptYL3 and SP«ItuINodMta21W m Snpt C7.) .gYlrrllple Th. laawmg L«hniqup a. mticlpalda to b. utlizW m art of Me rmien mU veampt caner. prvyvm Tha IMNIq an up of «M IN Me to q- b hxtnw Mlnetl .Min It. CmeVuctbn pnmNp a Me pro}c!, a SCHEDULE Cm•trllctim Start Apra 15, 2002 Clowinq Compete May 1, 2DO2 uGltleb InataNed June 1, 2002 Rddd Sttbemp. Smedin9 W.wl , 2002 FRlal Orwhq/EWlnJ q uly 1, 2002 GROUND NG GIOUND �vl EROSOfI CONTROL YATTTNO N Tom, DiCIHES a/PROnIE eRADES E%®IN6 51L STAPLE AS PER WN NAtNFAC1lRER5 SPEFJFlCAiIOHs GRASS LINED SWALE N.T.S. N. CWSTRUCT0IY PHASNG Each area of du po}ct as .w. Ue wtt«.M wrnpMlim el a eats or conawctbn ,haws. 111ep a. Netts bNp aw an men Nly da a d MORN It. rain a Its p•cMwiM. PHASE I - iteltl stowing Ond MNt. 0e g A. Tha Ibvt poet IN canNrucibn all .Wirt ate f did adt., of ins pNweE dsaN9 IMlle. B. 1M FnpYler MaR mks. Me •tMlnq wl Ins Mld and met. RIM a0A.ln . to owwnt br pwmmptay eMeitM map, lames bps and sped. mat. a 1-11oonown. G Mille dYy (MIpl may 9nlaNyJ o/ M. cptxtM• el emA pol MN y Poe<eed .1-1 Ma mNepolim IN IMm. 1/ ua wax } vnawtmm awes tropr aawnlm. Mm9 M..Niw. Climb9 work aaral.lM at my oMw lM,. IN me Yes ant .TORN 1 W' 01 mY .rtlm4 lop IN Hank NMI maw wmlon eonbq fwNip beMled PHw b tlealnp ptlNlk.. D. The Id EnpinNW nag Me find demMp IMI4 M acowdma .Its M. a.Nm pan. The Engines d•ep«Mots bps and mItMM wpelaliw coves done . . . WX.r mom Mat . lO MrN9 . Midol poop• el pn.baabn. E. 1M Cmblr. tw NMI tlew 1. Me aeslywied I.H. I- w Nolen 1. to mY tm,b.r DNn9 nmwlw aw removal hpn M. Yb, a can.Wetbn pbmp pad Man De batallq N lM p Pdnl to Me P.jrt ells. 2. EWpbp a brmeM« and otl.r seedy mekr. la 41- ML Me mafwM moot M dbt-a of h an ploroa moms. PHASE II - Me}r GOlnpe and se 1 C-l'. Mwera A N.ta Me vla. pees and ywndwtx m<xcptM devil dm9 the upyo 1 pwlm.Lw a tn. wont moo. B. MNdI du Mwrb to Me ppoe.d Wavn xopbga C. llr tlkMaq. al t-9 I— wlr Iham fM pe}<t R. is prabitH NI dbN Cie-plMnq wpM .otx Au,n pwDme NMI alpnm9e Mlo o Mrpmmy WdnnmblM MNn(e). WNr pumped hen u• .,' P bmYt fw Mb pumas Mdl t. Nf•r•tl Umrph o t•.. m.y >sEMpI bats w'IDrI eat' prbr to a.d,aq. to a yap Im.a pats m wpla.a PgIMNg D. I=., -.1W may <ammpm .1y a all al 1—, M. Deem m 1 enema 1M TaYlent pt HA . of 0­, N,, tl ­1M Me de.rpo prNn•tw 0 Its p.lrt Gpe.l Note. Th. Cmtr Mal I... IN control mpeurae m d..I. m ,lens and da bd. m o mpdea by Me Vermmt A-, of Natural R«arp SaR Cm.rvatidn -., PHwe Imy wnelrwtlm. Conbptw -1 a« b. r.epaneMe rot ..-t" and memlelnhp on eroYm Gabe enamor« until po}cl k corrlplel.E. PHASE a - DI_ g of _- At wo:an comma meaw.a me}r tl g and maim dr g. Mlovwnpb Mp MONNa MM b. temple. alihln It. MNpabd deMo t ion. prb to the MII IN yubanq of M. III.. A Toe Cabooses Ma .mow al .m 9 woody attests one Irp Nump me dp df them utR11-9 cru w mw. of N. IMo.N9 mNnom I. aumM¢ ,tales MN ,watt. an owulred hen M. Stale a Vsmlmi Sdk -1. Ma,_,:, DNNm aw M. City of Sath B gem. L Dkpowl m Nle -1,I dpipnal.a Nap, dlWbNt ape a y attar AI, bNyif ml pale Depetl Prmlt k awbM. At LM« Ake In. IonaaYp Nmard. Ida M m• a. J' esporatim to Me pa.mN 9h Myen bI, tale D. 1w' ..PmaeM m .PrpW pew. aougn miN�p of •eP and .oedY meleNa b mNMlp mb. -b-.1E. Mwinp wxn o mMimum of Iwr (l) Mt of west motxlol It. alling .Awwon-site dlWo.a M eeoardmc* .Its Item Ift." w dip- .1.M In admce wits state reauYamwt.. b. Ukpe•d el a eMIMa bnaN1 f-ity. e. NI wDbm9 df .Doer matwM. Man M wmPlNed I. a aWM or dl MAN 1r. C. live Cmb«tor Mdl renow al mMum to bps Amp Ana Resler. ,aloe ... Me IMrcf of azturbmc. MtlWYp tutu. bvMap and .-.tu,. MprovrnpLL . y 0. Th 1 xnaNrlNmp may b Curies w�p M well• m - aPN¢ !Mal PHASE IV - Tpeel RwnoM and std oltIg A Th. Cmtroclw NM .bW and NodaRa m mots « d- a Ih. mllro t_. Im t. B. Eaan I.- M.". Ma a pl«oced F IOCWUan• -11. of .1-, enNrm. 1. o M. site. C. EOM tpwl psi Ma bs wnwndM m its Mxtyaalent eke by a ro of MI I.nm. D. M��Ip" PR. MMt It le I— h Pbw Ar 7w Men 15 don MaP M kmpma.y .Nix T to - Its Nteplly and -.1. its xaNan of M• .aW m tlbwb ant sip« of selyda wbNnit E M. g .1M.".tw Mdl Iow1. el«WPp m 1M epnYl M. of Ua dlNurtea eo�eoe, If DrrNa y plMama Neawpllp mN«M .Hal M <pe.r.a w .alww pp.pbt:y 1. b ,+root Ana eroYm. PHASE V -Mar Emlhm q A. Maw emthm 9 NqR wmmpce m part N PMp V IN Nat 1 xt IOjc mw. IN. wl rpuY. Ue ametrvNbn of 1plpaary maul roods b Ue movampt el mNwM. its Lmbeclar a mad rests erd b<rri at ralland a«. ores •mown.. B. TIw Cmbptor It Ntldl Dorms ocraw tlroMp cdl«lion ores. m a mama of raduoNq M«Iles me pttlNq wappasE eWb mNwla. C Pew b any w.eaelea storm own Me Cmbaetw Mal ,alas elormpW Nempptm. ppa•.a Npp .Ilh ant M pteb of 100'. Th. Normrar Iniwwptm a.ole Nall M al Mlo MI .wU gpxdly b­ M* Gala, of tM I-E aU --NI Npp reel to ,Gets 2X Rm " Mai M d1w- to "t­W Xws and Mp to wrfo. aNr reCW, Or. wen a. ,arrant ,mesa D. It,. CbI, a Mal tlw 1-It. M dMI.w and .eedNq ppbatbn tap b ba.evn Yoy let aw Oalar ISM. If •er aNUTan. Otto. lair Men __ ISM one prim Ia Yoy 1a ..sites xwion contrtl m.wrp wa M p y. Th. --tw Man Gawp E. Ad rwemt«le�tl .letlaee mNrMN(b_+ Ncy.11 It- ea hey Da. m. m w Mm cmarvcl.a mwn0 du prim _'. ebcwpRp m Me wnNl Nee of M. dktu2M mwe. if pe«ml.. During -, -at-I,•teeYpRW matrlol MAX M Cowen w rotww aplprbbr b P.wnt Nnd reebn. F. Mp« yeotr Z I (rrtlod):3 (Aatmnttl Mop haw -I- -- ­t"a ­11"N.. b NarM. M. Map. pd __ o. xmkn wtptltl. M.t., ..KIN otr muM.a .I- p Mol aR poN Cie H ronlmt .Its Bu I,a pd mu1M. PM neNNq .NF W. "1. accwanm ant its mmui«brx• r.cmnm.naollme to pw. M DorIQ p Mn wE ... G. In-.blIhay I- N pm� Ilnw •.d.. 50 f«l t c.nlw k Pr 1 YL born ten II, It* its a t-. •neon arNp caneWcibn. Her Ddee Mel be rwwv a .test vp•tetM k ntaNMed. 0 dpp,­ M owrap.adIto r W opalpwndt.ol calcY.n edam• pd, put yaw of It pdd aw Mwk be "I III M pM lrwlmpt. Tha e.ea membr a pMlptip• ma moan! t, d d.b, ahal M b th upon MIE mw w - Id ewMlbne. Il Mal b Wrwe F wen and by .uM 4Nc.• tnIN unNerm ektTutip k attaMM ovr M. ,the vw m MIM Il Y ardwM ,sloe. PHASE N - T_. Plat 1 A FM ., Mew P.- of lM vw banal irI, nab ores M. yad.g, Me Cmlreaw Mdl pbu ln. teP•dl to rwgh Rent fired.. a In aomdmatlm - Me Araxact tlw Cat- Mal prww. M. tpe b Me eppn G Dmirn9 LoN Mmee o1 Ma I.- pa<r % Its Cmbedw Mdl wr0-t a. may a its I— and parmnl ." mdawroa wdlnea m S V - Md. EaHbn d m i• I-Od. It Ie mM.boa Mat some of Me Nmmwatx Meroptbn teanb al netl to It. Iw awptM to M. ant yddNg. PHASE NI - %enemy %Waatbn, Se.N, Sw Mesa. --- A. Toe I,I .den a Me bps Iw pb-II bdva« fad wnwMMp and .amortl a erwa Nmea Th6 nark M.I atop irvnedMNY mkt b ee.ebq w m to .vale .awwrn to ro.bn G Tthoe en ma wtee art al B.% I. bwmybf th. pa ptnUWwNMwk mocbaaaNa9 plp .p ww1...l m.y d . - papIN, rgaHy k pot Ue new pint• all pt ow aatrW .bcap nmwtha D. M dilawe Uat ar mast .tons-INad Ma M \m.eW, pM.q krtPYW and mu1MM. My m. Ypne of woaon M.I M rerE.E ImmeaalelY p0 maktdn.d ants prmmpt wpetalbn It ..la1Mw. E. Md twmm 1. NI «mw amfM mwww Mau D. mW«be .rest ma .poYetl mw/w repb.a m netasa. 2 M aak comma m«tees Mall M hope 1X PxMrk of M11( men. 3 ins NaazM mod ,tram Md ba 1p beeeeE wits oaalHmd •Imo Nab Ue etmp . bran• wM lamest 4. HOY w Nrdw mdM k wb b wmE ,elan. Mulct mp reap maamq Cie N• .wMar <patbm wammE WINTER CONSiRUCTW A. If. Me to Ma ;r *t «hbd.l., mnetrvclim Mrinq the .sits amens b ,teaMe Contreekr Ma Mlow Me Mn woe ......dap allN.d N Me 'v=ry. t y Nanaodk iar SDP Ermbe and SMbwt Cmirol on-- sill'. 1. YlnMee a.brbonce Mb Oclaw mw m.,2. At roYm w_ meow- add be N p«e mbr b Its Reseed hpibq 3 MdM Mall D. di oW b M dlalurDad mete N a .b of 90 Pomp per 1.000 elms Mel. The Cmtrogw Mdl mdntawP a been Mat m. mukA•a mlR Pr 1 vptatbn <m M wlalbheE. END OF SECTION FJe090N AND SEDAENT CWTRG. NARRATIVE STO P IS MIX WRITES a TOP GkOES SIAU.I1 BE >R LLVII a AsssWBIE_..M '- to RIPRAP DISSAPATOR DETAIL N.T.S TEMPORARY SEEDING h MULCH OR NETTING SILT FENCE OR HAY BALES INSTA rFn ON DDYN(RADENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. 01mer. HANDS DEVEIAPIB CO., LW 1227 DOraeL St S. Burlington, Vt. 1227 D.-t SL S. B-U gtom Vt D5403 Coll COutsB A2chitect• NICl US DESIGN ;olden Bar lnf<r Ubbe 11780 U.S. highway gl North Palm Beech, 1I�II Florldn 33408 1 Ciril EDglneer. CIVIL ENGINEERING ASSOCIATES, INC. P.O. Box 485 Shelb-, PC. 05482 Tat 802 985 2323 Fa 802 985 2271 p1 F U N Z a a E-1 Z V N ,cam U S0- O Q w T 1 m -` H _J O Q zoo O �1 E-+ 'W^ O N zoo O e, E­-4 z aO ja O ML WI.1.1 P W NORTH C- TRENCHING AND BACKFLLING PARTI - Gomm 1.. ffiRIYIRY A -a. indudest 1. TrwM, badl.L wa aanpmt as Wnsamea hw•in and as m"ed far WlakaUan a unerPoand eUItW Imat" 5' wlWde ms buldinq. 1.02 QUAUIY A89tRARCE A aMPIaU mmbee of skald wwXmw who a• .amytly Main" ma rpsWc" in th neawarY aoM aW Mho w• rmilnWomrnesa"1 .. pxbr o th. Uf a oak d Int. ralkn. B, use wrWi I1ment women W. N tlM cepocl�µ ana Ixmars m d' at y C. Canvey With all r«ulrsnwts or qo .1. Nan- boas, prbaclMn. PART 2 - PRmIICR 2. 9K YAlIm- A fW -a back., malwnts: 1. boalNl matsld. hen kan urgank matter and aNalsiwe wdelunc«, alma.., no male. a lumps ear d• . gmaxl dintnran. 2. Fip maleia i• sdy.t le the shish FngTw, and n Nat modal nrrlowd non exwwtly M" horn al-Nle bane oms, pndanNntly gramla,w -ewanuw wR Iran hem rests and o1Mr awlwwe motive. 3. GD not -it tarn MN„ i dlmWWan we- Non 7 ... 2' a tn. wade WI Ni.. 1. Conarm,me matador m•d W bank": Rae• •an. Z==mWe_ oral- -1. motive, ana he Env.•«. ►Mf 3 - [IpEl11O1 am PROLEOdRS A. EM.Unyy UUliie. I. UWma Moan to be rxnawa, beotwl ana u011y Ism Mew an be dmNgt a a1Mr.l.e main know to (he Canbactl, bettor I. lrwra,. II duhaged, repair a 'swam at no adeltbnd coal to the new. 2. MNw Wnel aalwawnad utmlY1 ankh an not etlI"uMa for twos_ abmdanmeal, se wcbunlx" . me aveawMn, Usy shd M aa.woWy wppatsa and bebbci" ham danam. My tlanaw ro ut11tW Mell be 3. ItMae 6t M .pladamtionalrwun or suesand., the me knmad-hey mtale We- by hWIWN the Mmo9" utility W ha .ddh- anal to Its Dens. k If WtNv utllftW an Iwnd to NWfse With the pelmanwt tadlfW Drn, cwsWcw u"w .N rdbn, Imm"klry noxry Ins En9.er and mk.ro nb a am hat lance 5. planes prmama W.d Mm l rrolatbn of all. rMetOnm lt-WWclbn• as racaltad ken ms ENI Fnpinew. W Rolwlbn of paean.d end pnbi 1. Bnm= law Man and aepras.lw. o IN m oar, of the .Ilk and pant sam, Pahl• w In'-, 2. Oplwanainv IIPIIa �.G noun non dusk to aa.n 3 FRleclW-ch- ufY ties, _ N0. pavnsts, a" ana kcpNi.s kan danage -W W by telhe eau, btwd nwwawaI. -i and Wle, he- owes by ap-1 an. maw this rcUin. C Desalwk,: Th. Cantreata. W W limw, sham cindrol hes rowalaa. en se lea be•tsnt In. aaauu b n of salty. Ian, and wan rwMlau a N the sanity a1 xeaenw ana to In- etas kan ktw 9 with Its xoarms W audlty If .• sack. U"x no pandllen. shd east te all0eed to FM.. caw trwanm ana pis. nor. was I- A -..I. eater. ke, orb was NON he aanpny renov.a I aYpossa a by -a- a Wits,vpprevea m.en. DIrooW Mcar_ It In aa M carmanna enlM wit rent is a hmard In wink hW., nor pause .jay to punk publk �br �Wndymusc pnWy Fan_ a, h Inthe_ t_ne weao! .MI .oie rWkPaint saw need by Me inPislanse-un M ease W do.o,. er •.wwtbn.. F. ItuintsN as«a Is "punt a nut at as nun•. 3.02 1RENOWO A Cae Mall be ..ace" by In. Canlrlata to awb d-,.v she ro-IW of r N M 11N..1-1 i wills -. al In. Er,- B. Proede W WWIN and M.m, mcrwy fa pha w W the work and W .s saMty o1 plesanne. 1. .-IN and brla., revel_ W -lb..... M renov" k the 111 of its piss, but no shWln, dl M Woes• In M PdWt. removed a abl-al Maw tin pipe C. A hstm shW be -1. Ibe the rwuksa asp. and to a Wdah tabi to de W )an.g .1 th. pips end unpwMn of U• Mad.ymU aadll W. saw and «axe he piss. Ygss Noel•, s«M ease Mora M rMlcal. D. its kan - trend bat- MW be M1m bI he Ilk Ica,. ana Watn. E. n Inalat" w the plan a dkwt" by w E".ew, pow kai"atkn math_ weoontw" been, ama me lIs-al me, plea b" shut be Imes uq rMaM Wm •mro Manta F. e..aWlian an to Da lama N slr,bmbn-1 IN. ins Is M main ohs One enaankmwt has been la pleel In a Mehl 01 3 Mt au. me damete of Its pbe above m. demo" a- of me pipe. G. '.can_, Ia apwrtwanoe: Eeca et. fa mannd•t -I tMsa elrueI.ro t0 0 alaanae --1 bo Maw at let 12' dal a- -W, sks,I. all me wnbankmwl a sh-a at may M awe bo nap and protest m• bake z. aa-aeptetanal W,ab m not ave d.Ms wa that has iwM cWunnumab"Fillcamle sell. Past. it No, canante as Fect" by m. .an.. and of no adatkna cost to w oms. N E fikn shea et .tabu. siU nand 45' M N wily If fuundetlws. I. YI beNh., Male be In sccardwm el. me bur\ OSHA eMYenwb. 4 Minn udlty tuns bawres pudic svpsly at, as wbjct Isp., DeaIIsmi cow, and omen r N Pileakn ail ant ram DY cNWY e. in.tth wUMty h I phe cant but In no Nw Ins the live. Moen F ms Cwtrwt Dodenw,ts. N. ".ere bnMinq w n N mint., laen..xn w Wrl hmclbns aM keen liana. Rewu atad ups c-s- o1 its baM.l... 3.03 BEGIN— A Pipe B.ddhg - Prior . IayNa piss. a ni material shill be sac" he sae -14 ei Its wuwtkn and to a aline seal, IF ar amshe W- and shah nan eI... Mtge kenos end •font caw ar •tin . abnstx. As In. NA pips ald IbW _Wed aam m � of th. I btl19' aam oats eAClaMunc A Sank Whit shut opt be Ins sww g emMs, mow .bunt. a sudy wakedIne koxn. B. IMw omwWN -I- a d-.a an .e :-- add use• fa -.I. shun_ apes the _N a mW be wilade ma- Mkn ens r .I d lama make a cbtWna kan b --I ana Mw wmP 1. Ma e dam .tale IW. in• mate_ slwl nW canto. 1m.,aeabt Men 19 Yuma W tor. mmem W root. N Alume ro,s kr, a i!2 Nan Ukk a .Wes grsatx mmnm 50Apamm a l.r,e Nan .. .Man in w ekrt C. N -.1- ..islet Is r•wk•a, P shW be Iu h- Iran roprov" .auroa D. Bads anal" Mal the evenly head orb cxntun W N NU not ma• than 12 ... th. a as ap - by the "O.W. preiwry wooed a nil mam"da shd M molew. by sakes.µ If I.9akea, W «lea• proper band a" canpactW. bu E pealn. dWU resod In, paper canpa<111m�NWM and -1 as .pwepee. I, emx.iw wrrwl to the ale _ of me F. • vela any pl the wok be se eldoW a mar« up tel 11 a b.w 1p- meaew W .Ian woo and. aft« Oro has ne nor» bow made nun and mrrwact as epWnfhha al W no ..k.a ant In the Own. G. II.. epsial can . badMMp and bending apwatlar. to t Illness type anal pile. <oalkaw. N. No umpam9 shd M awe Mw me mats_ b toe ant to be as sal beaperly. At xan Ilment the e.n said M led - the as-, placed -a nw me- hove pled eat wi� 11 ts -11 aou <ompeailo. a wan 0Uw preaaubse. a• taken m may Me nWess, to minia props canpa tine, 1. each. maeid Mal be anal c sal to the fdoWng cast r,lwniae_ai Ifs, emmWnam.. In a -sal n.Naotinaum m ohm ewlwi, w det-eni by Stan- Proctor ASW G695, 1. Maud ore Wnclur«, a- roadway paen4 Mwlu end wnbankm.a4 - 95X 2. All oh.awe• - 9.L doe LEST FOR OlLMFIEytT OF sClFlls ANO s101s�RNNs A - Weems a" staunch.. to Miann.• shsmw dep,aen-I has ocwm" a- ma Lon" nun been backfilled to above .. cap• and has been compeaw as spsah". B. clash a light Ml.ew ma euw Wr, h Me mwhaw hove ant w b•w ---. Mlrw tin t-b- W she ma. - by .•ana or a flashlight at by MrtknI wnllght eIM a C. If U• WumYdl•d NteW al its piss INe Moe. pear Ihe�EeiaEW.aW ih�e ywlMdamnalibns wa Wt asp aadllapl cost to the Oww. EARTHWORK PMT t - 0110.1 . I.ot Buell A sell. tree fish (unen caw" .oms wctlms of Uwe .psal.mUwt), rsnoM end Wodpls a tspW. wn[atbn cal ma o.w mlxWontw• and erowlwlwt Wan. 3. Sna O.p. J. Read•oY ebvcturol wcfima 1.02 NN IECTION A. Pmlwl beam mane win -tang ewaur«. B. Protest aaow a We Pam utslthe shkn se to re.n.. - SIIIIITTAL9 A TWing IWaalay .pate NekateN that mats_ fa, backlit m•eas 1•wkenwM of ants SeItiin B. PIII -.ily test rspodt of .11..1 in plea. C Fltla Owrty trl repot. he headway shuctsd wclbnv n plea. D. [alb. Fmrk: -hut cMlee at marufad..s epan-tun. ana install- mu,tan PART 2 - PROD" 2.. -EG GRAuV_ A. 1. alada• Is M cola horn apace" .aorta The Eurobla rain a aniiaY thrwgh.l nasonshis lyf m w tkes from m. Mwmw Pau. •all a sh-b- " Warn. dut. wgank I, otlar m).c-. mast. The m.- Momeet .e IdlowY, a"Nil rawkwnwtc Save 0r,n.1. Paul Square eIM sslew g3-1st Na. a Na. 11.0 - 122 Na. 200 103 BAfK RUN WAAL A. Its -1-1 skdl min In. fabMn, qM.p rsqu-. vw D pwewe by Wso, esbnatlw paw, salve Mesh Sew No. 4 20 - W a. 1. 0 - 12 No. 200 0 - 6 tin pvvr Mal Ds unkeenmy arad« sham cons to fee aM the ma.Ynum site Wan. -a ... not .awed 2/3 of .e nnkknax el m. bar led, plod. 20.T NespAcIso iMl/ptAMULM BOM011 A ThW Imte_ .., be M. of inch, any. Manta mauve_. since, end a,anlc mast. Pal" In -a-- aim AN4/ASN elm Wm. tin _le.g Ikon. Pwcwt by WWOt Saw DWpnaUan Perin, Sww MWI Mes 3/4 oo t Na. ♦ IN 20 - IN Nu. IN o - m No. 200 0 - 12 204 4FOROIIIICAL - STANIRAMN FABRIC A. We wok Was Insist of I, anng and sack, an IMWFWB- MW su obnwrabic an a pr-- wrlace .I.In thee" b. ra- a win.. Inns AMric cud anent. a p ape W: 1. am beta. 0tr (ASM D-latl - Joo I«, 2. Gran tshw Wwgalian (AllIM D-1682) - 35 x 3. Bunt .kx,m (AST" D->51) - 800 pet PART a - COMMON a. FI®ARAtlol A b hY -.I. I.w I -A. Inkun. end aaWm. B. .-.Iy Flow bra. groan .Niles S- and see o a In C. Ma.bN and potcI wbtN, uUitlu hern in.q wkh pap Mrwg. saleas. D. Upw deeovery e1 7kelen ^Ulty a sehasel« eandltbn0. asaanUnu anew warh; only Ena.tw. a02 ER09NI COI1R0. A Eneekstcant. mud be bWtsW ito beginning any wok apx I- aO3 SIE ME~ A Cep ana. rwuk" W maw to WU and seewlbn at xa.k ,a.- wcew . its rl. at a canoe C. R-- ana Mrt1D• ... mak" a m. Renow W - t• all over bea)nUaa t /2- a - sr In-te, lroo0 X-0' brew me weawt" w- . al Dees aW X-0' We the sebasse wbplade . RI asm. D. Rwnow d l roan, and .Mmcw want 1. law 11. C Uw mama nscerbey to pawl MW -NG a I— In the m MPtbxe, and a omx .art bath, pelam" .e r. 104 TOPSOIL EXCAVAINI A Ewbwts t-. ham ea. to m plea astd. h•-lala.eepea a Wad_ and slodoll N arms 411anab l an Me a as akxt« by m• E[,-. B. ..1- w We I. In a m.- M_I ran ml abmall lM labaIs now o1 an.og.. MaNlu stansi M1s film ashr'Is and MM. 2. Nero Ina I.- limp In p 1 dust and aryl, It, aa6 SBSgI EXCAVAIIOR A E.cawte .- Mm a•as to he fsgraesel In Paoramm plan wane. B. E.eawle abed nwk" to aocanm"ol. 1. - boss, lanWm<Bw -lions, read. orb le"IN _s C. aade ten p-tx of ecanwlles to pr.wnt v sate kan aminlns into e.cawllw. 0. Mo.y wpimer of anxpwtel wbmdau caltdnkw and desue, I anent" - In a•o anU -1- to - wok E. Cam aam ewe-•wawt" by wmr as like- by she Engineer. a,/ OTTAES A Out acwro_y in me art-esatke0. >aaes, oral Weatbn. Mash. B. Na.bN wcawtbne Me men asument s wmlllW .1 sa eake addle WM, and IthW Mine anU comwWbn of the C. Des", .f «cows malty_. r Moan an the d,hnhil. ar akected by the Enq.sx; s.a«t m not. In any lase, "port O.W. Ica man law lest hem Its edge M a a-. am ROADWAY EAIBANIORl115 MD BFfiIS A Yaw wnDenkmwte ore to belam an G lanbe tin a of M erlpNal grand an -h the enbwkmwl. are lD ..W caetruot" shale M WIT a" aaw1Y da."I a, it m n tomWcl" so Nat "wr•t mowmnte of the twee m a mar. B. Any ea.avel" max„bail. baulawv, ana elan., e.cspl Mwe rewlM . Its w can of omx Itwnt a .-Was, dkwl., MW M awe I. be wnaWWlw an embmkmwts • •Mal of the lent rekwneal. and a.nwdy stintbs be w wan" w m to lam w bane of an xManbhra. C. Frozen mates_ Md not be urn ... aw.k.1. o wma«mwle, n Md tlx en Iayrs a inn I of .cal. M pl as ups she, Walchl. w Racsnwh a I-- o.w tlen roc. Md step .n.n tin ".It. Ilk ab-in k.1 Man 32 eeaem the nequireal -. 11 . malxid Iv at' as-habil itlf MW be etlaroa" and r•sxv" fa kl.n ur Mhn It. -'It- I. eacq_ In, .w ..mawklnwts. D. M1tn an wrdankmenl b to b. aan.Wcl" aaro« a se-, a amna l -A the unerhal. mW_ shW be W-bW In Iean sal. If naxPats b•adnq aopM<fty and of a Wupaboah f� In Alterna..t.a.1 .aawl_W and bmANs, nor be Nan a l,ay ana stal If same by tin Enp.ew. E. MOW_ -a plea" In emb-.-. shall be Pill. . h-. ki1 a uI.- mist- a- .e lull Wdm If me sm amen. $W,P.. hex. -W, and ..w -itual. nmleta -1 sat a. aea" . -pan.- F. E.-Ill caw. MMI he wa" . sal -Nan mavnnum ... Etta spm"n, .aubme, shut M Ix" an win yen .. ten ..It- Ust nest pain, to Implalkn. Ease bye M41 be kept aoanell In M" sate, tow au"" asps of etDane, a and cwl.ue. IeW.W end mmlPuMlMp "1 be •awb" b Weer• enlfaim dmehµ Th. wIW ono a1 sacn Iayw eNdl M unnamly carpal" to at Twat the cmWIts min 7ahh dwtlty by use If aanp pWwmnl tin a riMr•, caI-- a a cam -1- Ut 1 Ea--g ana o.w wulpmwl rent ro--, Ia used W canpealW plWwws We vet be Insist" w canP-inn sauipmwl. G. All Its mats_ shW M nor plat" at a mah.". anist salted. far Ibldnk, the rwuk" avertµ .nor ask MdI the maven .-I- . ash tale, under _-Ilan be man Usk Una pwmI Wow m. a- mare,. mnbwl and this be Ica man mat wantnY that We claw me Webwbnwt In b.carn. unstanb dekq cahnpactlan. Spmpne« shoMq, a Duna alrolwwnenl unar bevy Mal a In �1 w1 Mal M oan•bw" as-. eNdnu W an w Mtlan W lean of Wn.ky u"s .1. rwuVwnwt. belutlr wacenwl a mWxbl tn• caw nsd•tl st a -d to ales in. malty_ In swede N. Men the muh- aanwt WI the mate,_ In Ins I- under awWmclbn 4 Ica an. Its amount n«ewy soI. anti. .au.reatay caa,pocllan by mxllankd lanpaclkn meths, vest MWewbe "d" by been.« delributin a o1Mr In pare;h, Tlta alts- . be Itumly wan Uaoupnly Ncapaal" into U• sal by live, Face.,. W".g, a by oIn. apwewa mein".. This mania-lan maY M imllla W .cam and gust. Minn Its moeluu Conical a.e maI, is in •.caw It three prism save ro-.m mali c s wt ney malekl Md1 be lnawably kn Motoaa.1 D a- ma-, a U. cal mote_ y eek, narW n,li, Wadding. atl miMn. l, by amen appmwd ..th-; pactlan a1 .. layx of -1 moat_ shall as attar" until the tale, has arMa to me repair" mdewrs mntwt by -Van, ale COkPACTION REIMARdFKis A 1 -1. ana Is Mal M c Ibe. N sty ants (17 maemum) he attain Us raw" dwmle. r _Inee: Stwderd -- -ken AST" D-e96 SuM- (W) a" a- la Roads and Pan., Late ... Owes Embankments gOx CURBS AND WALKS PNTf 1 - Oa11AL 1.. SUMMARY A Seetkm kna_; 1. Danarete Guns. 2. -1. - PART 2 - RRMUCIB L. CO OMM A TM unael. WhA Mw a m_mum ore--. W,Wulan If en Cant k, 1Raks Cm=Whd1 cmfaran In me Iswkwnwts 202 AOw21URF5 A Ak-wfroin.9 sematun .MI min as sacs" AST" C260. Ak ban -I has ra, kan min- of U 1e 7% makm.m. Lai ETPAN" ,IONft MAIEMAL A M s at to unmem 1tn me Wa se-theson In the cam. a. WNORIE 0A A. Enna -ken el_I M mode an me r•wk" depth and ms base motet_ 1lpin shlan she plan b to be ant Was the tanpacled In A F•m, two rrfoc. AM sae and un--. me - shut M reworse nWd al released W. "bane, "ae matxhIkA l W MW be mawghly camus- B. in ..-: Tbe lab Whir the .1 m that line -I Iro I.. i. in dose can-il, to tin M. aM grade result" All space max me wand, MW W .. ma maauPlly taroea Man malt_ masts, Me r•wMnwls W 0w W_ W its bad cur. G Mleing .4 Plaanp: Campa<Ibn .I 1-- wand . the fame MW be by roaakl, a oms approved methods Farm. Mdl M Its N pleas W 34 Moore a until the caplets has sat wfll-Y w that tty can M rwnowd WUaut „jay W the awb.,. Upon renew) at U. lam.. w sum a teslam"lalry ruble" dove In o wsaoN o" unha n Wen- Wl la phelwMq W- he p•Imllt". Fa me wok campatwt a" sksN1 Tax...I as enaeHe. D. sections Gunk, ..It be ca,eWcl" In Wui himm, un hem Iw9. of Ica 1«t. u.W..th- ara.r•d. Srllans cast M asparow by row pints 1/. Nan vest w<rot at epan.lan baale. E E�slw Mma M. E.plw ioMts shell b. lean" at . tarvtls shoan an Its worm um, a be. -lamed _h_�t flier hm4N a In_n...I 1/4 ... « end M Wcled at 20 lout h-. a as akww by the Eng.ew. Mhan .e cum Iv Ind" "plant. a an w[e pt. •wanton pNts Moll asbeat" lartsawmma at sspwsbn )..m In We powmwl. F. BackllNlnO: ARw .. aanaW nun W wff-11, Ins plow . hoot end bad of me tyro shd be .I" to me wmwaeaaniIf We.e- Wit,w me d.g d U than t-P. G hhesugGant ante Wd watts its lam end kmp it in snian I. aanap" at any Itpm pnNw• I.d . If the hmect. xItpwu a1 Anne be removed aitd -ro Wt, tatbbda,' uD W .e Cahlelb.. a02 CONCRETE MIEWAU(a A. N.-an ana Fam"Ikn: E.Imenlan Mal be lads to tin """" dspm and to a Math awl "I p"t pill" I tel .aura mawd and the NWdla/lan ana aam, of the •erg Bed wort ..I- M. be piss" to .. aps, ana lbn .town w tin plan. the loyx •.wine a.ce"v re Mena Ise byxt of apbeoximalry gaud dapin Moll be wen" aIal wen ben Uaaughly compact" w mat n Is had and unylNdIN. in• sattlng of ben <xer mates_ may It - as heax" a natab the canuentan. B. Finbnin9: The •afa<e tall M shill In a roodm finaL Ne put-Ing MI M t e,rlitw. The "pr coal be rand" vein m edam M.N a r"ius of 1/4 .an. wrfan. al the raseak, after .. Nea^ing and loom oN a tier bY.d� I be - WU o wrfots I t,she In the ewrr ENInew, araw wen Ua labumg an rmMk ramps MWI as .Wd�" Nla -.- Mm an.trvat- in. eats. C. -1. .new amereim also!" an m. awe a dkxt« by the En the'. «pan.bn pets -us be Maa.a •wry 2D wt. sa1. apnbaw, utility pose and aUe beWwwruaatlan.0 xawtdns Flo oral U .., th. ekMedk F"­`__ Idol N. I/l .an Min May as .... N law I- Espansbn p.I law or w Inidmmt I"kal" "I be Inadi" b.t- cwawt..Y 1. mW any Ile" sh- u1M m a mAdng a b,.a.. INN wI.- Pint malty_ Ma rived W m. N. lisp. of .. sae. BWew the ecpwdw pN4 the skenalk shall be ale" W Its— of ms MI by tummy belle Tam" by o WIN tWa a at- aie.ptml• means asakeeled to groNEe Glow spena.1matry I/a than wise and at bad 1/J a th. depth. When the sid•ed4 Is bon•tmd" Ir.t In a wnasle a .id. arahnu. orM a�deulmaadMbem -thedepmek D. Cur.g: -., 1h. I. p- all bank, orb. We- we ve . Ma as .Woe«. Y ;;is .e traffic shill be ...- for caw adelnanal myna FnPnaw may dews. E. BMk.Iin,: _M- the canaeb hm bun open" In I Nk, tin .pox an saNl rM If the sed.eak shah M •aakw" to Its wu«d st-tkn aM wibb. malMd. nnnly canpwl4d and Iwoty lima". WATER SUPPLY SYSTEM PAST I - GOMM tot .1sk- a. HRdrant. a. vow w 1 1 . I ,n Inapp mw<x .. w In canwete he wat aN Hlen as dawn Ue QaWn9., I'm SUBISTTAlS A Prom. Doty -11 WDIIM" .1. men m teen f II—an w -I'- -hrut eemalwa wIm rewilm,wle. PART 2 - PR001c13 L. 6EMERAL A I— WA tee. rednlnyy tee. sHA _WINA invemet, amen, transNbm ma win - a me cam• type PM lam of materiel Is.. oanaWt a a mast_ narYlIt sad w _p al, and .-- -ties asenupt"Io Its EN- m nsu«vY to a plent. me 202 New RON WA1ER PIPE A iNepanW) wnll-.a In cw I ../A(MA CisI/eA1i2WW latest retWan. PuM .plot piss shW m mNNWm b tpl�Wpillaw rep lhann 1. e1 M9%A.W. C111%.kM2lditWWW B. p""IW cement marts lined an a .Win N Ilanw WU ARS SpeIi-en A21.4 thapi that the umwl I.Np Eli) wanNml (M"m NMrMmen,u tlOunf wWe-.•sI- PIm C Pb• WIW M qMn an Meld Walndsau. beatiN in atuanallas Om ANS Sp-antlan A21.4 and an .­k, ah.m.ws wallop ar ud, tar a aaphdl ban N aa:aaanu wIU ARS lbaciPcalkn A21.51. 2.. PITRfR05 A P.Ue I. III i " aanlam . AN. 8pscirkalbn AVA.. - P=. -IV awe. east Inn Ow 250 type Ptli,e shW M aloeen in III If deetll• kan .tinge Ol. MO. D. ". kan campwt PIt.. --.g In AWWA C153-86 Ws be leanest In IW of bN bevy MINA e. NI M.U. 61Wgs Md haw meson u, Peal• M ads -al bent -a., C. Bale steel lalllirrn to M4 Sptcllleatbn A21.10. LOs TARRNG 91E A TT kht Wa wa WMI be . Me wilt Mlew asell I. WU w slid hdl-retw bat" tapsmw. Slmw MW be --I- of east kan a audee Yen, Mal now a -.king aee.a• a a I_ 150 as. end Mal Mw mstlwnka pin ends WM end and ran G-.I wd. B AN pan only wppkg raw MW he plsudsa With . a/4' NPT lest plug a oms pmNrans must M mod ya W I•IIIN the Ww and .law at moemum warkMq pIs«s.. pre, to law... e. NI bats and nuts lay mwAanlca ),I. . lappMq teens shW M of hkoh-st engM uW sun a hyn-sbwvU. Ie- aeb,k ey Well canm, In Allq/AWWA el11/A21.11-g0. D. All belle end nuts W MnBed )dots oIIIf leppin, •sew AANS/AWu Anal ihCll IO/Azl.10-67 Awl aonfamMv to E Al bats and nuts shall M slants -I. and coot« Mtn a nM-rwletant 4-1. .. _daces - M M1es of .bits"""" pmb«kns Mot wilAd .lent- calm - . In an mess-up .-- a kmq« )aka. F. As I.tlans and late assal Wu, III tynAWN, Iwlk,. be � can - hhwNyW. thelt. yWWin ,.,= cad-epplltl malty_ to M_u..Y mYx al Is- mdac•W W 6t• at. and net. 2.05 TAPPING VALVES A Tapptha Mess r«1 emfam, Io AN9/AWWA C50g-57 Swaad tar R«AWt-Swlea Got. Valves W Malty and Se". Sla us- "I ansen call dodM« and mMd Mwadfleal x. minknun -9 a a 2. Pei. I- hanyes shW theOar 12, cant Inli In ANS Spr.cWlw 816.1 a ANS/AWWA C110/A21.10. and wtlal aannealan Mal M Standwd[..-.- -1 tI•s..•lido oth-se an Is Contract Ile n,. tar Ina en. swlr" fa me brans or bbua liz B. Buried topping w Mall an__ Wtb a 2 NM wuare wwM nut end Mal M lest_" wan a last ken wlw bo. . rewind to ale "Wime - b w wive aped., nut al d1 Iknr. In Mslallmlans shah U. asp. ken I- la I. at Ww opxdMg mkt , _Is, Uan "0'. a Mw awn nee shW be propa" and inWW" wan that Ns dwm horn Ww stem rl«r nor l brise to P"eM a. ken 4'0' to 6'0' (minimum WGih wive .tan Wen Wen d.« Ma be or lP Wrwvm awl .1 .1 or Wa.e wnslnrdbn. 2.06 GAVE VALVES A. Vass -1 he anarchist" In - al nwW al AWWA Spscd n2) da.manl. tight. wIskage at 2U01.bauhpnwure. Val- MW w nwIan7- oral lstland be p" tr,, swam ros1 mR El snow aunt . mrM to .aka• dksatbn of [1 and Eats Mw slat new - -nano. WNv and Her In Mth mill- With all an m. bo0y .tar to MOmwt kan the betaµ win be and sa test« by .yarmtatk A. Gal. wool to 1 he w 0,s se, .ak.q be•srrt. Gate Mw. Mal M Muds, aw.a a Xwn"y B. Burl" Mw shW he Instill" aim o Ww Dw. L07 VALVE BOX A inm �s 1%,) Whe _ft a.lwt I) thes-a��wm dhim, w.-win. B. Cow Moll M last boa,-All'WATER' and NdkWNa dkMiw of ap-N, toe NY➢IIM19 A wt (') mikkIn,, Bury ale NNWbMt/Stw� saral Urwd lh. r• h,-. she haw at lest 12 hknw beta.« ma botlan of ...pant regarsnwl. Mun, and me Wt, "its I.., h neepsimwt �fY RWfT ] - F1mlII0N ].. WST-NIN pRMENsta S A. W_lallan o1 dl wls I.M Md be In eau0anu wIm A- C -local r•NWen. B. All Pbe end Ptli", %41 be I, I. end tl" in accoraaaca Wm Us muleaWw'. spadPCWbeeaana Its WWA-_bahen., the pipe a shah NmiM W gproW uWdcatbn ,rpm a cap• sntWIt urea .al aN pip. haw ben pxnem" win ,I. Eon one •seats. Piss anal not M YIWdI" wiUut 1n. Enaktr•: aaweM. e. pp., moon.. and Oa- that be -..y nand" a -ID aI.Ne. P b to Me MI. of acceptance o1 the p .)ect .Ilk by the Oenw. the Canlmclor shot rswau ply -dim, alias N�_Ial.. at besa t- AN solIn d - Osen, , O. AN pp• meth, awake "I be n)•W". If sack. acalr In the pM da me CaaVaseamy, a his askwn« aand sith ,heA m. 1 M Ut crock" pallan. at a point a Ill I kan w ,-* Wlhe ul .e awA end ass w sand will of .. pipe E. Abe pis. end fitting... be deaea al al -al maox end debris bell, to .I.1d- IN shd be kcal awn unto me tkn. at acc•pbanu by the D.esr. F. The pW tell M Tab I. bwfam to Ue Its« anal grad.. .dka" an ln. d Nsi a glen by me Eng.w. Even pine glthe en all as In benn� . dlWpbe and u thing me in- lan�t.,wurY In h,e reek" Pods. G At dl bases, eon the pipe 11*a M ml mildly . smintes. be tAml,a y wWerpetn t phh.f Ilkb at MWI be etas. by vests, M in .e min MNw play is -mea the plug - t the renown ant. W ear sr of cast wlxinq th. pis. has p- TM piss th., PW ., u ..- In menes a ,be an. and Ind, shoe an the Guebact D-up. My deNwlkm pint. Md a. W"` me Islas roved a by the mawk<mrw. H. All shaPWG and euppal.a - .., Ica W_ wR Impasse an Intil Mat WWN I the N »» �i In bs i�m.f weElPcatbm Cantra.tx Mall submit aulihetlan et canplknn.) as 1. 1, W d ..h_ .tlnm III am. I.oalbns m NdWt«en Its Contract -'s. efin- b•a.g ask M Cbwt -,s. Caw.ets Mal bedzM ,- pen -I.. and M install ag.NW unadum" .a- ana .nor, nor cow p.lbap a nute. a In- W. its rwwwl W any pint. Weadw .as tam. Mal be p,_ W than_ blaikW. a. CanMcnely bona. a ••a9•• shall be ..law W scary pine ant. U. A m.ken. sepe,albn of IB' wrtkd cal 10' hMzinta MW he mam.- "Men .e eats...1 MI salt cal Dalikesurlw a wrimca Is gan rl" by me WWer Supply n. ROC( AND BOULDER REMOVAL PART 1 - GENERAL I.. SUkBfARY A. Wok -.led; Fumes, dl law and thpul t rod a"iaaIEwlCwa lion, dgwwl and rgeocwnwt or B. Cantra Maul keep acwrate •wad of roU lama_ fa possible Mawr a dwreast N wa tithe of elk horn Nor an shkh the Bow Bed Is based, as Idloww Maw III` _'d of 350 wbk yad. w 2. Tran talk rernova of 2000 labk yade. 1.02 DEPICTIONS A Rock e.cawlian Mal mew cost enkn r hee yak 1. emewl drMling ana MaWk,, wedQh% tlbgNg, a Iwnba. B. Boulder wI.- Mdl lawn bwldi ana Ilk y a n u,Wme oI laortnq ger. wnkh can Da weave\" .anent ' ea alte-9. 1.03 QUALITY ASSURANCE A. Oualir Mn. 1. SWemk S. Y Fkm: The lamuany spetakling N Walwn1. wMH el. a mNMum or hen (5) years dewmwt" expxiwu. 2. EwIWs ikm: 1M canpany •pea_IZNg in WapWWm o1 Pva en )cars estogerIn n a •.na" M•wanm ..-toss M ti amm�t nl Nwa adndg« an pess. s, savolur« .-lent canlwM ,r w.wHa vlwwlb. B. lss ulatwy R•wkwnenW 1. Cwfam to apaicabl• code• W -1.1. dlelntegi-ah of fork and to NFPA 195 for h.,s" twlosiw motwks.. 2. Main all net«.pry p -1. eam w.ahIss (lord, Stets and I"wa) bminq j medicllon before owlorw ore brwght In .e Wle oI IINNa he Wort". C. AOdtland Rewkwnwte: t. sesm�apnyer all be xtlabWatwn at ai times dean, the ..at., cork. W 1.04 STORAGE A. Then NMI be no owmignt .twage of awlotlw at the Wis. 1.05 SITE CONDITIONS A. Planting Loge and Record. Fa, I.an blasting eat malnta. acurale r-. WWm lanulale, as m.knum, date, hose number, lisp., localkn, told so.- seat . tin bill. mavlmlm .wIn lnew nN.md theWaa gnotbn or 6i• Csbygt" uaW) anal wDwrbce meter_ «cant«" Mmg "IN B. Rank duet aM hying rack shall be ann-ad .rla m me .w of "e,owbur ..le dw maw_ ana/a blest at. 1.05 SCNEDULNG A. DdXng Wwatkns Mal as canduct" Mand, nnwgh Flbaµ ham 7:00 am 10 4,.00 pm. B. Bill a«mtbm Mal be Induct nt Manaay mmugn Friday. bon B:GO am to 4. Go p.m. C. Nothinut n: I. NeUry "pcwl arowty om«t and wkNnts adwiwh ce gal dl antkgal" blwlbg """Uans_in Esp. denting and riernk apwatlon and scb•Oule PAST 2 - PRmW118 2.01 MAIMALa A. E.aa•es -sends mall the M Imaianm WU NFPA 49S B. Evinsuews. Dray Dace and Blunt Malwhal Type ­sIdel by •ath- Nan h fMWWng W.mlc Wi-y and reguh" by aulnanlw having )e-Unn and in amadalat win Me NFPA 05 ends. PARE 3 - O®.VIIOI a. E1uMNAUON A. Pre -Blest Sumy and SNe EmnNotkn: 1. Canaan . pre -al.. wrwy an as "Nutt buld., end NdNAal saw . rt- el a dletanm If 1,MI0 feel. Th. Wi MW Ntlud. plctsw and notes of al eIV, a dew treN the build.,. and wrNkotkn oI wavy aW wantlty s solve In a. IndNduel .ask .W-. 2. Vwny Wt, candtian, and not• al wbwdoce kcaqu_W 11 may IINYl any sash _10-bg bloat.¢ 3. bwtlfy r•wk" Ill«, bin•, tahbwn end •alum. a. Obtain a «blab se-uey.am win to rock -lielleallike,the in delwmN• .-.am nt I anen, .a can a «" at butdffdamaging Wng lid N wale of atk ts, - sad danaain9 adpcant propwn.A olbx work W., roc u1MIlMa B. I.w 1•dg k n bwldw a• w ten", the m <wbl Mal lea uneaaw" and the Erginear notified. The ENIh., WRI lWe low-ewtians of the I"gs lack Waf , If th. cwMmtur alcove.. I"g. Wt foss to Iti th. EngNet, oral all- ammo. Inn. br aow- wctlaning the undbtwb" ..twill, the Cantracta mole haw no Nght-or-dann to any da«Hkulbn oth. thanthat nosed by Me EigN«r. C. The awra,e end ask mWhM Mall theused in the <anpulatbn of umumes .n•rew po•.Ibls. 102 LTIRTS M EXCAVATION IN RDOIC A E.caw - in rock .. M per WIL Wwe o.xwlr akrl" that no protwtan Md came W.In wtkal awes 6 .men wteide of w 0­a assham an the Dr..'Ne. In trwcAe, the rock male M -mesa, to o point 6 .Mee bell..• undwrde o1 the bar._ of ms pipe m.q laid UeraN, unl«a othamW mew an Us an When «cawllan W lamed brow the above-aetemin" omits, the addtbnol talks shall be ra.l" at .e Canmlata'e ewww tell addltWW eta as ot— ..led m-Ini. as anal" by the Engines . B. ConaW, p mImwt to as •eeCkat" male be cut N a Uua line Rum w1..e IMlta of the •xtawMn and .e "gr shaM be aa.gwlry praea•d 3,03 ROCK REMOVAL BY EXPLOSIVE METH00 A. Unieee am We Mdbat", .s rank pay Iknit. anal be Inns" to the faloWNq: 1. 1. vet wltlas .1 In- .Ilk W welsh brans are raw"", «.abet Nooling.. 2. One bat mlrde d Wmew WI flaming and Mttcm of faoIN., 3 in pipe trananr, 6 k.. Woe .vet shimi- a pis• and 2 Net was .an diamaW or pip,. 4. OulWe dmansbne of banaela work Wore no ism. ne. rwuk". 5. htdwrme an yaM, 12 Ncn« bran but- of canape dun. B. On . dully b«ls, .e Cantrvaa maul wHiy - tan era .s Denw'a raasvwtatM. II .e cantraaa end O.nei • rprawntatM de not agree an e lhes laid wantlh" ant Cantrmta ve mall t back611 anti they tan be uxvsyed and apse-wctlan" to anatenntWy determine me pay quantity. C. Cusi ml b"IWIN aparatane N hd campllanm W. ell State b" lea•fd be. and local adnneu: . Take all possible us to oWd MNry to p"", and damage I. propwty. The hall, M W M Intl caw•" and wllklwl than., gwn In a persons N sae ecWit, of .e .wk Mlon blwlNµ Cara stMi be taken I. awb damage m uUille, a other -turw apes and bran the grand. D. Mo dentin, .NI be permuted antler or "ptwt to any .treat rand. a Mostly unlus Dsrmiwbn has been r eesd in Mt., flan me wtbalty Meng jaaOkUw. E. Canrmm In WI mankpal, stabs, /sdwW, and other atlNanaes and coda Nan, to the storage anal hmab, al .wlo.hsa. PWItaular atwUan is all In nks ashento Iewllsmwt. If M• Wwhk. gon, aN o.w ".Mies MI" may be Imam" Inme prapct ana 3.04 AD.USiMENT A W at .« tretlh ax<awttan oaneieting a roW and bounden wasedinq 6 W.- in dan.te, br badr.lNg. Rockmd bwldw A a be nDlac" by Wwki lat t" mar_ a •i. api tans l maer_ kan on- aNeawwmes. B. If rock brow W", 4 matt«" by blasting -Will by nun« dal" Ica deep a too hooey cAs ahg.of xplmiw, or anY oms akuamatanm ma to blunt.'. tl If in Mproc k ck does not pmeWde iltable faundetwian. the Ioal, shW be remain and .a owtian nraled with wrwn" groin at the ewes« f me Gant, dot. C Camwt unoumadz" ma, ­Iof owmraW.g by hammal baW.lkg and canpanikn w Fat" by the Engines. Owner. HLANDS DCVWPIH 00., Uic 1227 Dorset St S. BorlingtoD. VL CO., LLC 1227 Dorset St S. B-tington, VL 05403 Golf CoMl9e AlohfteoC NICKLAUS DESIGN ;olden Beer (ntermtlooa 11780 U.S. highway Nl North PaITD Beech, Florida 33408 C" EDgineer. CIVIL ENGINEERING ASSOCIATES, INC. P.O. Box 485 Shelburne, VT. 05482 Tel 002 985 2=3 Fes 802 906 2271 Z 0'^ Vl 0 m z Z) 0 F 0 U J E 00 0 V) LJ VA 0 NO I.L a NORTH C-8 WATER SUPPLY SYSTEM CON'T. L. tits"• Mal m ne MYgnl connection bet. the aMrouuPC .wt-n and mr PWs PImpA n,a.wLw « lrM• a mdY • wPabd d , M supplied wXh o retx that N. M cmelmhaba M. fi. roused - taw e1 .-ywecwliww I. pawn, I.C.N.of the ate N he bend. N. NI trenM��NDyN. -1, wmde4. Md b. No canlamm M cr Mth M.P1a^S. Stab me Fedoal dwei ab a Taafl.d SIG SETRUG Q _VEz AN0 I-Twa6 A Ve-1 mend, dud, and CON. Mal be M N phW to WP„ he mmha .pecN POP. b lying end pN„q n. Vdw _7 rn b M N.Id" w d bun" Mw Th1 eon. Mal b. Paet ven wM a m„Moms I/4 dame x I. lard xwgh b sebntl Iran Ms Mw to TM" grads 11w mass Mdl naou IM op.roblq nut mW .IuMp bon of M. qes Vtheat pier Md not tren.b bade _b the C. Cov.rs Merl b sox Nt„p and db'I IIPt with m. tvp of caw w Wtn IN.lap of he Me bd rti,. Lows Mall M n," 'IYAIER' wtn m arrN Inekdhq the dbectlon If pxhp. 3.01 SETTING OF ."All A hydmb MNI M Idet" n Mom r a dkect" te a MY ooqm carpMl. au.wblllY era mMnd. Nl. paeb f danvq• Aom yIIM• d „Aey to Padxtrbns B. axthplaced bMMd uw are , M• nprmt pmq NMI P. Mt teen ch.n eh alaMe rwrM mpaan th 12 NP.- .an Ilse Pdtr tau o N. PIA. C. Mal t M a. lam ACCee betean the verb and he Nd..dN-a Chweeh the . -I ens Be wapMY en.no PC­oI the loaned Orease. up Md M Path„ M Mx of the dbardk. 0. NI ,1 awn •Im0 aaN ed Md now tMk ewiNx Po- wen, m of . I mglx lo, M. curb, ,- 1. pmpx need• INNq iM win, swept bat nydronb haNnq bM• Itest. m mPM. pal M W wM eat need. fphq Me Orb d an mqb I, or . a.glw.. Nydrmb 12 M .w to U. ewMlMwtl qnm den noel. Pit least 12 Hot. mow N. ground, m Mom e a mxled by the alas". E. EaM byaalt Md Ce -.-- to In. mein wM a M irM pq Ym arena cenbd" by m Nmpenmnl M Ind ale aw mlwe eu«w.. •pxAflW. F. The eaU. hh og a ON hyd t. eel be .veal, nogg". 304 O9EEECTON MMMIbn or N. PMNM MNI be d-1. b, pw ,Medr and al M. CCnh= 4xenx. ANMA Stmdwd C- n51-en Mal M used N C dogs Iw Me abhMflon wave.. uA`n aMn h.w Mel be Peo*.ted by . hdrpet4ent Mad pot, Mend CLAP .- by the .9-- err M. Tom. e. 1M Frph•r .a rends N ___ I.Capbl• M euOw­g of Ihe Ow- to. eM vet ON P- able, wwJd ­1nave oceum a" h IM Dp... w„yy •wdb . 2. FdowNg RUMhp (lo Gem aver plr), the Cmlraclw "I a4a ON— hot to Mro en\k. 'Pothe wwerl• a wear wM Mot . o vela a new not It w i25 2. Rx Mums and I.t tM Mvwre Net la bast zs Men. 3. Ana the 24 ha- 4«abn, the eol- ih thON t.. DagNa Mda„ C um of ch my/L tltl,O,l Ip M- U., 10 mq/L a. Ipnd, Mm the a.„Natbn -1. MM Ce FooP.w at bent 10 .,A mwh. ".gene b seat" by bee. 4. Upw wroo.xM1d oomaNbn a th. dtq• Mow. Ina p�NnceMnhvlledn bin I.- apin PN, he INCle. ivevdlyd h <M srpplY the �wlxn. Pa nIP gal ten lhb fled RuMNq end be- M. pipq„• b <dl.�iH•0 o,el.a..aba`n teddopl«Y .ease Mal M Lode binkhq x1x MonOddoia, and tt" PC mwl II IN. Meal aMaCkwo ft.. to proaru ._lax then i woe... Maxi• h.-Ddm..-. mix. watt he piatie nib .dbladdy NI cu4 b Ad .al-, matxW. •d'wmenl aW laver perform M. ".shed b•g tMand dhh.1 lxNen the ".. Mal Ne dab by the, Conbvid. 106 P16}9AR ANG, IEANAGF TESTS A e d = Mall No. ON gwgn, InMd dud, Cpe .away xuipmenl eb lahar b pmMn Iswapa and Proewre tent. h .sane a m ,Droved 9 E= w xGwn a s ma.hwm Im9tn of w do.mtl of ape .hat M Int". lee Clnhactw Mvll mes at Na om •`ten my aWIU_d fain to N. lMlne nx.xory p-frm IM wexun end ledage Mt bebxn save AR bN„g Mal M :-dieted by en a`mmnt lb.ptr m1.x othxrw pwow4 br M. Enamx d the Tom. B. NI sax rxuk.d la lxlhq eh. be ptaM.. AN wo ..IN Ce ..do." kl the ...sate a Me FnI.- MCA make Me neceemrY Cr eon. to Ip M. pipe at the M1pM1 Pdhl to nlema M oe bed el oh, aft. coma.„q uw MI. Hyaena a a ... M IapiW at nigh Gab moy be Pend rw I` "_ N live . tau. if POP— er Ms Engh«r. D. Fa 1M a preure ten_m t. the GNMep and IN P.^as l deWf« awn 1. a1. of IM ece lnq .senora m.dur" „ pen .gods we the t 1p a ZOD xl, MIM.wr le Pwlr. Iepun to had iM m•I9nal" prawn eaN., Orbs template I Poke.l dw .clan bv1". E. M Pipe heeded_ .hd1 be --I. N Me bakod b Pea- thin thd del wmined by he fewehq f=.. L • S • L-dtn of Pipe Tel L . ulo.dls L.wape N Golybr NnkJww D - Homhd Ubm•Ix a pip. (') L N. Nxe P Awaq TM Pr•a.n PIN) ben of Janie h Me N vpilm retW NI beet" De carom wd h Ittordmn .1. ANNA ONDD- RT w bent _.. F. A Paw any I. IN of bn at DM x the PC `C I. Ma C_ , hlo MGI do �pr...ure d e bole and r•pM d adieu th. dNtMN9 nsce.•dy w ppa et M1b om .`Mx. Pip.. Rlthq. BITUMINOUS CONCRETE PAYING PART 1 - GE)QEAL I.- SIAIMARY A. -Non „dada ee.e Cwreee 2, LdoNhg Cane J FNbh C. B. Geren1: Thb •ark MNI conWl o/ _a w man cwroa of Diluminoue mbtare, =.W I _ a preprW }wnmtbn h apnea Path Nx. SPICRcoBane and tfte type of eorrxe bang plead and N rweonaDly dap cmlaolty w h Me Pom.. thkk t. and L_lm don xttbne Mom Com the a_• d xtmlMed by the Engln.er. 1.02 REFERENCES A Vii IM Eolti«�i. cy of Temptation dl mpation Slohdrd Spacftans. 1.03 PRO,ECT COENTIONS A Nbeminao -Z- el not be placed between W-- I, andN M1. Mate'de Mal not Ce Plndd when the I. arBfboat" - he Pe-9 Me N the, Mom and Noy hen eo asps.. Fah-wat d NNew a Men the ,- wDDoe• 1. eet. PART 2 - PRODUCTS 201 MATERIALS A Bltoh._ matride Mdl pohelo to the reWkanenb of tM Vem_t Agency of TranepC CAC, Stood aa Spetlflwtlwa (VAOT). VAOT Bit -ow, Condeb Pa 9 weans: I. Cane Agdpab 701.10 2 Fxs A 1 1Nlnard9PFlsl�ta ]� p10 4. A•blat CteNnl: 702.02 5 Emulefld Ae l RS-I: 702.04 B. Gtedatbn: 1ACtWa. Moll b. combhed Pad grup.p W met cdhpoenlw bolt, Nabohed ondw Ism 406.OJ, Tee II /a Dove .Cur. Pad Type IV fur liliM pass C Tnkknxs of pNh9 MNI be a totei of 3. Cm.ieth9 I/ 2' been tour. Pad V flnlM twee. 2Q2 TRACPC MAPoONGS A. -fit marked plot to be fa `hihW, mNlhq Me VAOT rodkomnb, SeCt1_ Ma0e, PART 3 - OMINON 3101 NSTALLANON A Install Ih ­W. wUh VAOT Stmmrd Spechicatwhe Seetim doe. 3.02 EXAMINATION A. Verify beg tooth b 1 coda woViece. of the E,ert, k Sedan. B. Verily inert compacted 9r Pal bode ;1 by and -y to wPPCi IraNn9 Pad .P UNI Itel C. Verify WCCNen Pad Newtwo, d be.. ere correct 3.03 PREPARATION A blaldhg sumac s: Man a me pavement le to mats m wet„q pled hloPes wnml fe, Iw edY m trend, the Coh CMt0' MM ticwy ampth t the edN„q Ma1I M d o gM1hfy awn�E md°�- IN Now EmaaRb `at Asphalt, RS-I, p.t ale to Podl9. 3.04 PREYARATION - TAM COAT A Men the be"- ever. of Mtumin.. -he bo m b bin over lh. ehter, d Iwvhg b lC be ... Cw m .Wing beumhpa candrle pawmrlL the eslNNyy rfpe MNI be denied -C EmulNned A.MM ppiwd be the new tour. w applied. B. Al. apply to ._tact w mCe. a arms. C. Ceot wrrocN o1 mwnae ODE -Ph bee„ UC with all I. ."meth Nend eilh C.R. p_Ao Go not took cat thee. 103 P A C ASaIKi PAVEMENT A. Plea to competed thlwn.a Id-enVmd _ Me pbna. B. C ,hPecl al anent br roX„q. Do nN die lam a aabwm pavement ham p.itwo Ndod oompat Ih ereo. hec.ilee• to ralloN .NNPmwl. C Deng` "amain let, c_ol PC_ to _4. evert Pad emwth Will eNlhoul ralx mwks. 3.0I JOINTS A iahts between dd and he, Pavements a mbam _,d COIN he. Map be rlledN No ON to burs a M-IN Chd tMuwe bend betNen the ad Chad new misturn, V„xwwr tn. epreddhg wPaN, b Nt=wPC I_g end M the mbtu"e to ottoM m Mlbl otdlit% the pw9nMdl be ramowtl ham the mat and o Ianl C_Wuclec B. Butt pleb MIN N;Ti by wllM9 the pawm.t N a wtka plme at NlPll CCgHe to t11e ceMMNe Mena lea pavement hoe a bin _vets Ce CNU=M by Me u h or C -aght-edge. The Dult Je l MNI M M_ougbly Coded IN E_w`Ndd Aphd4 Tpe RS-I. pet prb W d•poetbg Ne pvMq Il,W=. C 1»mdlwdha pub Nat nave Decam odd Mdl NO eat" HN EmuleifNd Aphat. Tea RS-1, Mba the edpant mat be cuhI backf toha tla_ valictladps pine to pohlN MaN the -we.. 9 wean 0. offset It wet., sairecl•dmlY vANt N IN.ICear I.- of P.-Not. Ten.— p„Ma l al Pat M -th,ded near than me fuel bom the bm•vaoe pawoh P.N trvcted Iowa course. 10] 70lFRANQ4 A. The wdoce eNl be Gate, by Me Enoha- ugng a 16 wet ebdot-add It agectee cIotbne pchew Path the c ""I My wmliwe eruadhg J/1R betexn mY IN cwtwte Mdt pe wtbfadaay NYnlnated. A 10 Ipt insight -edge may be used m I y de «eve. 11n• .trdgnt-adds Mal M proNdW by Uw CCnbecta, B. Scheduled Competed Th__ MNih 1/. Ind. C. Varbllen ham True Elewtion: Town 1/2 hd. a0e nEU) of CONTROL A. peon " ­11' wfnc n . Cee unN thorwghly oa nd herd DRAINAGE PART 1 - 410E1tAL 1.01 su1111ARY A sectlm „dam.: L Calvert pip• me apwtmenw. 2. Orahage etru<tures, z seen. EI. 1.02 RE ERENCES A. V-mwt Aymcy It Trmspwloliw 5tooddd SDeclfkol-A 1990 Edition, 1.03 SUBMITTALS A M h-hOCtur r'e thdwktl del. far 1. Pip.* One pp we ee, 2. slruotures. PART 2 - PRODUCES 2O GENERK REOIXRO PITS A Fu eh sine. tees, reduchq Lin., eyes, cash%, increowe. a [raINIwod and end Pop.f Ms Pam• type d dace a mo= a tlw wndult, w of m.t.ywI hCNn9 .d. in d Pt, pYNoal and d-nkol <`prptMa as Cotm0 to the EngNs. B. NI arlwrb ma et- mains Md meet the _,en- a Sectch SO of the Slmdod spp1l llm.. 202 PIE A If the pnwcl pima dC not `eciry a ptlPdw, tpe of may ipe at Ihe C_trpWr'• ptbn, M• fo well materlae I_ w Pd need we the storm tl,Phd,C pips yowyl chloNee pipe Ponbming to A5me spe,ff"twn D30]a a ie7g, (PVC) Mete Pip and fall" SON 31 2. C.drrlrpated PaywMytw. Dip. mxthg the rx.-b"o, of Section To.Va 2.03 CONCRETE smuclllllES A ASTM C475, end a hd oeted. 2C4 FETK ACCESSORIES A Mesh. hams Pad I- 1. Gr•Y -1 ben, ASTNI Ad& N Minn Co pale. 205 STONE FSL A. t. Th. epecNW .lme fill Map mxl the P_g rxuexnenb ON fa Cell Type 1 - The lordat ammq.n a the U.. Mal wry sham"" the axon. o a- eChal l nmlw 3o d...ao� foine 4 No. 2. Tee II - The lenpe,t mrlmq_ of Me •t_• Mdl Ivy hoe 2 hdx to W InMee, and .1 IwN 50 MCI, II the velum• of he Uen Ih UPON Moll how I I— abhO lean of 12 In.- 3. Tee XI - Th. ImgM e,eleion o/ the Iten• Md r tan 3 th..s to AS Indwe Pad .t beet SO p t wo1y the wwme of the .(oh. N sap Mal haw C wdet mn.mi_ Of 12 _des 4. T)p• IV - The Inlet dMMebn of the Nme MaX ry hen J NMx to a0 PCM.. d at I- 50 pxpnt of IN _..Cl the .ewe h Piece Mee hew . I•Al aknen.ion zo hMe• PART 3 - E1W7RON 1O NSPECMN A U--- We area Pad condU-. -der M. slam •seer .yelem rat U to be In•talW and rectify Me Gdht lw N wrltplg of cmdltbn• mblmwld to I.. Proper m4 tlmNy campletiw Of the wad. Be na -.d .inn the ear, Col. -xtbf"twy cmdNion, Mw ben CarCaea. 3.02 GENERK A. dee- 0=9 uWerepnd IIINies. Mld ee not ech-. for r.mowl or Madmmeot. re nc.untered In the _wan, they Mal M p adealay NwpolW end woleded Irani"" Ay unitM wpeyTIIt'o.ed41.pW I. .mx 3.02 PREPARATION rpobW A. HaW MM • wtbn (Mr. cexeryretolred bl wU... comecl over-zz NON s elth) to PoI mat"Il. B. The the sane. Pme= Mal be Nodded to ld the prom N Mom Co Md Nw are --Ned, enCU. 1'. be paced Che bawRbd to prevent undamlnMg. C. Rxnow hrge etoha « ode bond ..t..hkA Id mmN• tr.P_ Peomeant PICkOnMy a P.ct'wn. 3.0 NSTALLATIDM OF PIPE A All Pip and ntt„Iypee Md be caaldly namN" b ae0' to b• -0 Poe Olitmy rl.I hd piecell be e 1.` abcow-ee Ctier IyinY, H Mal ps rsmow4 _a replaead at Ne anMoctda nP... AM Pipe and nit„d Man M cleaned before they ere lad and ahot W la awn I,p aecpled „ he CoNOW(Cd -IN. B. The Pipe Md be low to -- to Ine Ibee and pradx IIlft led _ th. ft.l «given by the Enq„ser. Edit Pla MNI m laid ps W farm a Noes pint etch Me nest adpMbiq Pipe and to brhg Ma Nab CentYwwgy to he remeee P.m. C. Uniex Ith-rl.s Pe It. by the En91Na, the Geh-C, MM 4. Im IM1e tanpwdY awaim of how, to permit the ..law, -of Me PIPe N o rw.onmy &Y trench. D. Nnera Ma pipe I. W Da lala Nino. the Adel gland Ihe, a frond MaN a es[awt" to the INul. depth and to a eWlh wiliclml to Clue for p„Ing of the Pipe, Pad Cmlpad� oche bedded and blarBl malMol under and ed p E The Completed trench bottom Mal be flan for It. wl1 1erdM and .thin. F. N haoabd oh th. ame w dk.lW by th. a hee, nwitIt a bund.lkn matald wcpuI - below the neater PWe of the ape bed Met Ne removed and rplw" Nth Granular BCwM1. a oUer el « Cprowd malwia. G. The Cant.. l Mall lake III npe>my het ut-, to .event wlalbn of the PIPe h the trench. H. = pipe wyog b not h proPaA Me open enm of the PIPe .balm tll.1mC11 anon rah N mumM1Ma pYp NMaI hot be removed unit al dingo, of = entahq the pp I. N.hat". ato MANHCUS A P-Pet ..0 ele ebucturos i. PI.n --I Coh-be .buCbn. Pad covers .a Mdm Co the Ur.rhq.. 2 h:1..-nawe o<«e No Pavement. ai tog of home Pad nut 'In IInM surloea. 3. ProNm rvDb- phi leekie Pamiyleg Path ASIN C443. SANITARY SEAM SYSTEMS PLAITI - GENERAL 1.01 SUMMART A. Sect. hcwd••: 1. NONty Sewn ON. 2. Manna. Stracturx and APlh-eh ncee z Force Nan IrManalbn 1.02 SUBYIi A Proddl Data: Slbmit poblMned dot. Rom mwa,ol of pnpcb end oPax- `NciRed hdkotNg cCnawo. Nth reRubmnmt•. 1.03 DUALITY ASSURANCE A NI emits, here 11te Pad P c6ch 1 coma MaR be ON Mown en IM canbwt bawhd and Mal mxt Ne r,e,OI- enb of Me Stets ft V deIP Agency or NNdt t ReeourcN <Dp.rwent of EnNnnmenta Cwx 4NIP)" CW Ns Punk Wake SlmWam and Speafbotloh, N adptod by Me City or S (, Budhgtoh. PART 2 - "T"u"s 2O GENERAL A `mwh ... wee. ""acing teed, eI., cwe„gs InrsNw•. eases lrenNt rid nd cps of the seen. hype entl date of nmR. omaleriai G. cof hobew, p .dd w to -he phIca and -leaf Dreptin ere opccemm;wloIM er Engloe1. p,.Vd. a I-pi.t. end 202 PVC GRAVITY SANITARY gT(ER PIPE A. on Nwa ppa MNI c_f_ NO al respect. to the woo, roNN. e1 As1M 5psc��<.Ibne D-3G34 w F679, Tee P. dy"PA Call (PVC) Se-C' Pare: Cnd FIthod, MR W PON. NI Pip and Nlho, Mall be defy mpaed N lab.: - 1Nmubowrer'• Nana and Tr Clh - "Col Pipe she (Ce Mom M Pbh,) - Mdxld O..Ignetbn 12454-C PVC - Impend 'Tee PyIA SDN 35 PVC SNx Pine' a PS " PVC B.ea PIN• Deelghd ch ASW D-31034 err F67o B. Jamie MNI be path-m tee uNny NNlomak Ndeet. old Mall oil w ASTU D-3217 TM gpMet. Mal a "Patsy „Mdw, The Pipe MCI,b• wIM med h heeled 13 rood lengths. SUMdmt number of Mat Mngth. and lull maMM Nth91 Nw11 M poNd•d b uM et mmnd4 Pad pnntbns. I cm flaw eel "puke the ON. of man rfacwrW ntlh9a. FWd bDrkCl", endow_tNe Co.Ndbna eRI not be cangmr" apptadc. 2.03 MNIIOES A MmhaN MN be 46' I.D. preca•1 Pa NA. Nth C m aithic beat wa al Clnlam be the wt., wnwo of ASTN Specifcalol C47e, B. SNNw. MNI be;r..cled Path Pel noting C minimum preagw .Vmgih or 4,OOD PIN Cl 28 nip. wvrb fw ..he. MNI ea oe Moen oh Ne aw and estop. Phil M1 be emswctW wIN rnta « brkk, ea Per the tom Mandel mute Mal hew the I—.p. of the x- to wlkb they me the, end Pay Mmg• In ease of OZ. Malpm Pomd nd even C. AR hiMoles Ol to Pe eon 4ed Withcopdyna pdprpylme .ho`w etaN s eL NI Idcamenl 12 kwhee m Co t D. NI -madee MPII be Pr . wlin rNgn. PN. pet iroh m_nde Nano. Pad cows. NI km cd,ft, Mall be dM�eed y ap«Mos Coal E -1. lam ti Ls9boot t LCern, CNngN Paprowd aqua. aW haw a mNh.m .eight of eco pomm. E. Propel "bent T bags for menn Mdl conform to ASIM mfk pnhido n de "Itch' M.11 N_ I peandt-ln aPlac th. le agawet a th ePlwabnI ,vet- to pipe Inetdalbn ea apwowd br the En9„ear. manta beleden manhde Has Mdl M 1 minmum ewM Nnbee -Net P, approved eyes.. 204 CLENNOUTS A 0pn.te fr 71,ty severe and face moire MNI be woNde4 at khd ima Metaled m N. ama a Pa arected by fM fogless". Dleahwt hd hl, Ira came Mal NO or lwgn Pay spat Iron. Caelings andl be trve w pabem ohd M1N M1a"n Hare. INa bwrNq .race o1 denwl hen. and Coven adinet sod oNr MNI M mdehhed to aw cmlhups c_lwt thhedhoot th C,_m ace, PART 3 - EXECUTIOM 3.01 ODl A cew Nlal M eea[ro" br the da eI PwM wCoode th paralRon of exletlnq vanCtary sewer fecXltNs .INwt prbr Witten `prowl f the En9Neer_ B. Y„mw-Node not eaxlul. w Mmowa More Mcoont.. M Ili. wtb,N Mon be omal .ported m4 Netec'. fir amwd. M, Polito" to uNitho Ma11 Ce "poked pompuy d no addownd [Nl to the O-W 102 BMW Opt PIE A Uaen otho'ebs NpecMed, the bad MON be Me pW IC nl pletgN'It i�NIO.totdbght ad awr.U, . th. DNI. 103 LAYiNO PIPE A In goad, pipe MCI be hetol In mots eN. the binl dslwW NM.cflms .l the mmufwt-, B. Th• toying Awn begin al he -bet and Padthe the loer Phil U`CCS pull Ne A, Imyth.onSe t, the Map" d9kl ape Pad the <kcumlerentbi Iep. of aodle pipe m .f MdI be placed facing .,eh-, C. All pipe Cod 11N.N. Merl M pnhlly awmin" b mlent• Pad no pip• Cr nttop MNI be lab Mkh we Immm to be defectM. If Pny d.ch,l pwce le ab Na I.yfnY, It MNI De r-nowd end "piped at the C_Uwl_e egwnx. NI pipe Pad Bttwq. Mein M Neon" M/ds M•y de lab Pad Mall M NOW dean unl. dcpl" „the complet" vest. D. The .0. MNI be lab to Penfolm to N. whe and g.Ida Mlcated en the Brow„ps a given by ibe Enghser. End Q p�nMdl M .o hid N W lam I sox pht Path the new 9 ape Pad to bring the lent. cmtwOol to Vw ".aired prom. E. The C_badw MNI twe all neca•pry _two. to .awl AdaMn of the be No the lr-WI. F. Mdo ppa b)hq h not :r MCo- n — of he P MNI M closed winh !-npwwPriesy "w"llihl P.,.. I hot. Ia in the ben. Pawn .- I. ra.med, the Plug Mal not be "•moved ant. all danger o/ mix enuring the pip. b N...ted, C. Fraet Praectbh b Shaw- See..: $ewx. Path lax Mon Aw fat al pw over five dam Pad rhea pwoved by \M Errghea Md M protected p.„w haxhp by hstdwlbn I StyrowehP sM Inwblim Mxb .1d o wain No Irvin N.L Orne hd thkknee. It Nwlatlm Md be uNW Ix every loot depth of piphq IN I... then flu feet. The Maeb MCI be aaa" 11 NMN Mow N• rmm of Ue aN. to . do or the Nr „d INN hrun of Moen the Pr n ro, NMI be eserc N by the Cenbociw mmg bo `d Cold canpodbn over the styraoam SM M.eb. Th• Nwet• "I meth iM ca_- i sw r•w Abenb f ASTM D1621-73 Cod Med be N men C.ec by Da Cl Company. ii Mldlyel, d pod as GRAVITY SEIER PIPE TESTING A Tw an cch o= ".all Nprovbe all nec•e.ery •aulpment d "menw.trod for ps procomaelbn of Ua totiw Mhq and tnt„q (AlNlty of nit-, tent gDroc"urxL, d mete" of dlpx.l of enter Md1 be I . I . d by the hthe Pmr to Ixl„9. nut .IM mtte toho.aCh ".nave col & At few. MNI be mode In the pnemcv el the Enghea, PrNehihdy teNa mom by th. Conboclor wUlwPill 9E~ N hot ad t being NI M mtMW el lo�d.t sight ho befo a my work bh?y ,M der be hpeot" Or tMW. C. TUe ma ., a.•r whgth to be tested It oh• Lane Md pa that Imgth Mle.en my M _a.e. D. AN, Teel Low wateor, w tekhg venal be conduct" h t. mo- win the ldlown9 proNarra Each xW of the tent thellon Map Ne-- cep" to bra". N.caedy •alatY pr•coulimd Man be taken to w.wnt M CI, be and Ctewlt Npry. 2 M air nee Mdl be ll ell a too lapped Plug , b an or Mbil The rye.• "I bI IhON." " to the sir centre 9.9- , weld MCI I w. O w. a Pad w••e, b t I". TM.e Mdl star m to mix N• a Nat Ihe. mwita Ck pnewro „the Ad- Mut ON air, _d pr- ohwe et he. and ream. Tip• renlIN . of 0.to PN and _.C., of 00$4 PN10 Pai 3. Th. err C^^Pr•.sPr and ob el Me" be pnnected W th. Leal Nine and the wet -I- al" N ely, until enelmt pnaeeh. of 4.0 New la hihhlalned. a. A weWra dove 3A poll MNI be _-Wined 1r at wail ON' to due the bmp-Clure to -Wi lcv. A deck fen Ink, MNI be maende and Ii any nrofod. the PhUd .null be r =d the mr eth9 "disc" d "`eked. 5. I. Ine Uw lxalm `Mod, the PI.swre sbd be dpet. to 11 pea and the IV .pay dwcomea". 6. M.wre and retold IN. time htxwl fw the let line pr••wro to Nop ham 3.5 pea to 2.5 pqq. ]. If Ne Pwndealer table h dote M. Due, „mega bow tent proxura 0.5 Ping far oel 1-1 the qp� Oeatx wthe Invert of the pips 6 The eohd Not! d INN epp bee Mall be grond do0afled if Ina time "sated h xcaM. Im the prwurc to deer.. hem 3.3 . .. pun_ pen PPhy S NM P-bee, M lam Ms owaga bow prawn of .at sot Comte OtNed-n9 to the /al PIP. lMls: lens M„imam Te.t TIme fa VV- Pipe Sax Corolla (Inds•) 71me (SOIJIGO Ft) 4 is B 45 e 7$ 10 90 2 110 a05 MAMIXES A. The escohCoch AIR be to the depth in icded m the Moha a emred DY the Engimer, end cralWly Mop" and Pond. B. Nalhele edam MNI be I--, concrete C" Nall conform to the aknmdm. hauled _ the elms or ached by the Eoglnea. C. Chdooll hats end "- be b xwx mennan Mal be cClbwood or bier mI N.- Md now tNad Mpv of Ms sees" to rM1id they bdCl mY shed h Nae w drectiw Ned be POEua "d even. M conelructbn of serve moose mu t Ce carried vet to Nwn ..-Ugnl eat O. The reglved IwrN. of brwh Mal be wo[ed On 1p err file by Mb to the -.-I. hdwa ed Co the ame « Powl �Erdin.a� Brkk Mid W wed In wrkmmlNle p,fa m M� htleH of th. Dhrtok ANa tAa brl be m lea, the arorlry Mdl be nec0y pohtI IM ebb• h,'"P of ON bkk Man De .eared Path moms of the Pam• qudily IN used for layrnq the brkke w iMt a rwammy •math bi 1. cola... E. TD• Pact ban moms Mal be eel N hdkoted en the plane In o Pall mtw bed. Th. grad. w Cover Mal be pCi P,_ N M. hen•. 100 MANHOLE IESTNG A. ...h.. Mall M feted Aeprotely by we of a, NIMI,g the w«emre.: EeBwlbn Lewin• Tast AY pipes and other p.nlnd braced'to N the manlwle MN De .Ilmy Plugged I. the plug. pnwrit dowdut. The mwnae Md then De Ned with nib to the 1p of N. -awe .etas A arlod of Nee .Pay he pe lHW, M Ma Cmbwtr p wishes, to :love tar CMmplbn. At the en4 0! Mid period. the mmna. Mdl be nNed to N• t N of the Cd a if neca.Pry, PaNe lens of al welt fed hwNew,—NAt d de Padmao.rhq a the tat peon, uro mwhde Moll be -Pad to the tp of Ne pn•, m•oarrhg Ins -lame of vest' add.d. Thip t Map m eanwrted W NOR per _I,, foot dam !« 24 awn. The wwgge I« tech manhde MNI n t ..teed Co. gdlm/wrtkal I; day Ir low.d exceed. IM aNNMIe ales "pees Men be man• a. appowd by Ihe Engineer and the mwhde retested, II M Gonbect« N•d, to O r, vela to taorl the lnthq Mal M d Nb ow 01. Pad U MNI be Ihar`ym �fdun tlw 000 Lino be lmenit Nt e ;eked downN wet be mede fd uwnxn pupa Pad hating U-Ne, he ab•rbue , et.. it IN be as I ON'wee or Nte durhp the lent he o resat or Lake Nrough Me pNb m ,11, the tweets. Fwthtemwe, the Cenirec[w d . lake my .lee needpeas N- bottom el he -. to Poll Me E�abihel that n .a• h ghwt M. Ids, le 2. "swum TALC IN m•Ued a tenting m-a.• rw leok.ge „.Ives tM uM of a mina /or •sd(nq tea Ip I Ma maned..-. ,octbn eWmumphq e l vet C the -did. Or WIN I wwum 4 Nd4hq Nb v.cuum b a Dr .h., p.rbd of 1.e. The procedure for tole octet 1. Ce lowee: NI IMNg NO.. Pad NtMid plot• Merl pe nil" .na point" Path an ppnwtl -ehrinkwq wars The <anpl•IW meMd• Mal net be eb"bnn ea"Mllll•a -01 MN i�•wwl el to .itpCO yw mine xiMa Orb to wcuum IMthq m Me mennae Man M lxba tar lewop• by mean. 01 lM IN, bStrata- d Oche, CNt. pipe and ante w , INa Ill.ne, the maths• Mall M wildly pugged h I maw. to pnwnl dl`lacemml. c. A pate T en Nadeau rMOw rhg M, W. of Nos tp a tM mofti Mal he N.to1Na by hfldh9 the rind ob ak to prnwra ad-.t. to ..sent No. %ak bwrem Me rvObe, INN Pad M• mwhde min. I. AllCh Map , I M pumped Pal of the manhtle tnrwgh poht In tie glob unto a I•ocrwbd minds f the mohhas plat W 10 Melia f mercury ppoved v t e IN. leeegoh. 01 olr NwX then b. at.lpo4 and M. tnl bean. e. Th• mqn 9 « Mal pee Mb bet N the vacuum bade 1 Ne 0' N4rpl no low. roan g' HIT Within the Nei Nna: Cel of 4'. MehhoM Minulx Secrdw 0'- 10 2 0 10' - IS 2 JO 15•- 2V 20'_253 JO I. I/ Me waxen Orop "ceab do -in, the p.IfNd eke. perbd., the maned• Mon th needed and Stow 2 ihr.gb 5 dove r•pwtad mill M• w.N. had, b the pech., time. g. AN' Ua mmbde pMe the um b�o, 11 sMll PawmwBl" dewily •o foal na leaks fed. If the m.nhd. 1. aetuM" e, _y way m g back.1. II MNI again be VCC u leered _Col sltluepuWlh bhe Can1dwweltntroMatatIN:u madde udng tM manhuie nfllwti. tat. N. me Cwtrptw Mdl proNm ere Enphxr Nth a wlelm log of wen mmnd. lewd% AN ".vets I. ..he. Mal be fated old a UCIAN prbr to Wilai mae wnhats. 107 PRESSURE PIPE TES11K A. Genial: All arc, mains Mai pas We h,,CA is ".Pea tat and Iewage tnl dncnDed herein. Pad to Lathµ d ono- and bank Mall C weta1W. NI o to thrum auk• 0" n.Whta Mad be In place old �b at lest awn don. An bused pbe Mal Mbock- fMlad. -It.- bet plugs Mall M Mlded and ok rNeoM vgws MGI be Metaled At the h Gh pdhls S. Hydroetolk Test: The fdlowhq .peen". Mdl be uxa: 1. NI err raw.. .teen Mall M pMW and !ha pipe .he' be filled eiM nit. at o sob ha to •Lead the 2. Zing of 4thiW he aided too 150 percent of the dWgmd "T`U`g prxwro or 60 psi mNbnum It the ndnet pane. 3. the ci add the aeNpplW Dn.wre within 5 PIN of N4 p.t. feel pressure b Ne -1 he'", Pel tkutp o bYuro of Na •ecflal betel. G _.drags Tat The ralNN9'Coda., Men be add: 1. Lewad •hw b, defined N the wwlltY of .Cter iMl drew.. Mq llvey Nto the ape -9 tented to mC„tad 2. No NI of the peclf d beet wawa. ape NetallaU_ Md De erupt" If the lewoge la Niewta than that __N Wb y the fIf the g I,. w e �� MNkhsw L. 500 bM. 133100 L . Mb9mia IT Fill yy Leta," In /* D . Nonwa metherP ine Te.l"N theater CO., Td.Cors 1227 Det St S. Burlington, VL AppbodnE.' iHLANDS DEYELopin CO., U.0 1227 Dorset st S. BorlingtoNt, Vt. 06403 Golf C.Ull A2ahitect: NICIO.AUS DESIGN :olden Bear Interneticed, 11780 U.S. high-y /1 North Palm Beach, Florida 33408 Ci71 ES� CIVIL ENCT�iiEnniNear. G ASSOCIATES, INC. P.O. Box 485 She1b1YTne, VT. 05482 Tot 802 985 2323 Fax 802 985 2271. 1.4 C4 Q z Z O W _J M� (N W Z Z O r 00 J O W W N 0 O M �yO�/ LA�L. NORTH No Text fat �•11� IN 0 Oak u rcus rubrum , j - r, re,!Trees to be Retained .. .a": •..,. ,ram � .- ..., _. - � %� ^ ,._- - Area / Developed Requiring re - Future Edge of Trees oX a Fla � ,. ', 'a •y-a«�« .Iil 1'ti .. L •. .r.. l _ ppr tip..r �. Plsb {'p{' ., - 1 Existing Edge of Trees F a ., g Ri ,.,._,_,. , ,:.. ,• a �9"+,fN[ocw,':..G.� ."",' /, „y.s«�,a 3-P�5Al' i « .. 3.P,Ifl4: " r s ' ✓ 3 Fra �, o:cesrl ill 2 s" , .� ...b a:: _ _ � /. ,,,,:w li ^ o-x-a7wu,b«nCxs• i I I i i x:~ rt �ro fi �/ C f 14P� -- - Hole r• a ss �,.,,.., .b. � �. , �� , ; `.r' , r . t�� - t r `1 i I I 7I` y, � (Ptsc u. I^' �kti 1 � • : .-.....,. o r ti �* .,1 p..: •• � I I i 1 e � 11 th - . Plat,,,. � s ,s.,ar .•- � 1 ' ,.- u }� �1 a • � �.ar�'st r :a-� �-'- r; , , .., � j P1sa- 3 nra ¢- H a !,. � �•: \ .;€au ra �TM--' � 1 - - ��a' ,.,.,, ✓ •, ^ I (, r 1 I' + i I 1 1 f Cas „e1n - lt.l .. r n '� _ , .., ,/. r , Nm•{.c :. r ' ,Z �. ,�°n1«e /•, k � �(�. 'AS?�: t o roar , �� m,;l ... -,._ sa ... . : � .1 '.: S •, "fYrlfl �{,,,h�... •, ;, � „e .... �'-1„ r lli ��� ....,,. '.♦ I 2 Pisa r x _ -..-., Plr . , ,. •„. 14�11 �, y�� i _ / -'«M �r. ,. v.' 1,...�{�i. � :i --�A�in- _ � a - - 1 Ps G a �. § t r,rh c _:"i A " fl s'P• y�, . , '1.. ��^. `�.? s Ee,:« .- .a- - oa e �u^h, e«,' cn'aN, u:, Ll Id t.... A, ^--�.: _.. .., �� .� a e�. :f b � e- •i. - s^', ' 'histi E ...,.. • . NeJ .y. ,- „(�'� w.•, _... p- r « �°"i o`f a •. _ ._� e , l - t... .>rus� ;;; 1 �'... '15•'i6 lii/l ro, M.o A It N,n. / 21 j, z r ' s^" w ✓ _ a E� reax -' ac3os a e - E o0 Ara 3 Ts a lil, �, [ 4,Fl, _ , . ses, z x o-� .... -, xsstTng rW en��Ico4oeaai tI. __ -- �_ x , n s �7� r k� Sha bark Hickory t Ea8�er11 White PInQ- T;' ' � 5' - - - -- -__ ood 'i2cor '.[ ,� n.Ana _ 2-,-►' _i,t'_.l<- .. --- - .1- t 5�as P,r � r> , •,._. 1�+y�,y sgaSSV1r �t r_.. American 3 Plsa -1 5'--- - - x p White O( ' 3 Plsp Ash, --- -Bur Elm �j 3Co\.':. x>.. -1b _ ,seim s vine 8 2 Plr -.. t�kthorn I .Hardhack 1 2 !2PI l,"j Tsc White ppBi�yrVychhh 3PBIaCher r ty2 car citq2Tsco �a 311v in, U >Y 3 , 1� - 1' .. �).+' - �Slar ✓ 'w 14th Hole SAra Cyr .+r i /�� }, 1 i c Eanada Hemlock P , l r� 3th Hoe „ '' 3CIa. 7 7, l '+� +Jl�y _ a I 1Q Rda x� 1 a (1 TO BE RFMOVED, r> i ,.,., e s Eca ( % EEXISTI TREE TO BE SAVED r, Pisa r,«e EXISTING DEAD TREE .� _. Pisi _ 2 Pi,h I F - I IN ` - -,' AND INVENTORIEDNDLOT FIELDepo' Existing Edge of Trees -3P �,, x" - y �a °' ,a Pisa __.._ 1 EXISTING TREE TAGGED IN FIEL-[5 INVENTORIED • - ---'{�Plsb i� 2 Pis /, .. r t; , • , 2 Ara � ( �, � .��' � .. ={`fi—.:, _/ - ,,• . l , , ., �, . , ,� : : . , • NEW SHRUB R,O" -, TREE Future Edge of Trees 5Cas -u1 , GgEEN ,' . US TREE (Approx.)f�, NEW EVER , —sE NEW STO WATE Deciduous Trees - _ Evergreen Shrubs _ r r T G NEW GAS LINE RU E 1 mon M1a newri� f N mmon Name NE\V ELE� TR.IC LINE linih a.1o" 2IIQ I -S st NEW SAMIARY LINE � N-i. I Rhododendron Ily@kU.fi11L1@A41L1S€pm- .-; ivk'Pa2rn_a^ �za'n.-2.nsssi — W= NEW -WATER LINE Deciduous Shrubs ' ' ' • ` - ,,,,,• VERMONT NATIONAL COUNTRY CLUB Id------ .. ..---. - --'----- -- ----- - — , v,•wwv'n�'.°inns' IOLOTSUet:MYISION Ifl� Name , ,' 4RI9�tlMI"..311111snhSStmit_ ' I k r , ... _ / J\2RNIS" PLAN IHIi UTILITFS,G ADINfFSTO1LUINCARENSROAUS&DRIYFj .G9r_ C•RI.r145 LAA�❑14Sd .__ _ . _- _ .. G7dX-pogwood ....._ ht.� 2 pOta ,' - ES. GRADMr' STONE Rr.TAMNG WACL� NEW IRFt�sH UBSn°an U ' x T 9fi r r ry-- - .� ,' »a r'- +r+r rLw sZ'.rrrwea v. rno _ ed Pine �n r � Eastern ft nfis3i[46us r @ � iC --- TS4 FAn'd.QBnsf£ : C�nR9�hjgnLlg�c}_'�SLE6,_B&B-- �� ... 12" SSWOOD j -' 2 Hardhack Buckthorn 6" Hardha 4+9'•Elm 2)s='tlardna 1 "HICKORY f i 2" Hardhack 6. �• ♦'' � -� �a 10 Hardback \ M` (4 Bop 4" 12" RY \Buckthor (2 Hardha r%. � 10" - QR -4 Heech , - 6" Hardhack t:; 6�Hardhack, Hardhack / -- 1'2"A'SH - i 6; 6" Hardhack; ♦. 6" ae�Ft �� J _ . �...-s.- ar OD66e - _.. __.-..-_.��-_Pis.b a p 10" BA S1At0 Hardhack (12) 2-6" Hardhack 8' HICKORY s o I a. Hardhack c kthorn � i •• 0' BEECI2)4"Hard ck � � �� • 2" Elm Irn O ♦ / 4" Hardhack -- D 2 � it y 20 HEMLO i PI 12" O�I ER ■ ■ � ' 1, i � ; - - y � � � _ y Elm ' - - i1 ,• C2.. • 1 � jNE Pisb �2 2' MLOC 2:EIm 1�2-2 ti _. Nj Bu thorn • �•�8 B sRs •� y, )14" em c )6 Har ha4k (5�) Elm - - ii 1 10" CHE ♦ 1"Hardhack „ H 6 Hemlock ORY `6"EIm - 1 GHERRY I i�2) 2" EI�T , y / s(70)-(2�-6") BdCKtIidRNS ti 8' HICKOR , \ t� Elm 4' Hardhack 1, ` �,(} 24- S•-) BUCKT ORNS • �� 4.. B. \ D - 4' Arf,kzh 4" Buckthorn �.(4) 4" Heml$arldhack- 2' Elm LLL�i�lll "'� `�` �� 6 --F • ` 4-(2") CHERRYS 10 Basswood r; ; = ` �" ' 1 aO a: On HEMLOCKr; �' Hardhacf� /�, J , y y 3-(2,) BAS�WOODy !.� f� • `°,,6 Hardhack + 4" E b (4") H 0" ICiKORY asswo •r- rtE� �� �����a 8 HA DH g„ Hardhack `�'�/j i�a 4.. � RI acl�, �' ' 2" easswoFid 10"Black Birch ^' 8 HHACK � �"�. • �\ • `�q•'He a10�Hemlbc J� •HACKS �- �� ... _; i (, ,: (7 ) 2-6 Buckthorn HARDHACKS / `\22" PI : UCF? E 10"CHE YFi'Y' ` ;�� � .- ••� firth ML ;-.1� BUCKTHO N �•�ci� f', (2)2"qos wp6d ��C�,� v .+_ y y16 (�,. 6"j HAiZIDHA�KSA 1 ;'';HEM• ` ` (2) 1+ cktl�.5 \ 8--H ARDHACIZ'` f 4^ Hardh ok + y { 3 Basswood \�10'BBIRC �42'� 10" DHAACK $'HaiUnao�+ P1s)2-6aHardHhok �y 3 f2(� - 4" Hardhack ' • �, Amp` /1a�,. a + a`l � 1 ♦ ! � \- 10' H u � � '+�" Hemlock • • 2" H9r 4,. .. 4" Hemloc - ♦ �• f i1P' H / 8,.F1{F�kcH e3 'e / 4`:4"Hardha /k26"HEML ASSW `1�HE '.ra 4) 4" ard B ck le 8 RDH�" � r 34 PINE BASSW. A a 12) y' Hw f 1 • A i ♦@0 , ".a rdha y y eI"' y 2 5 H J j 10"HE C ^H r !;� • ! 6' Hemlock 2`� 2� . - ^ ` . 6" Har hack 4 Ha dhack 4 XO" Basswon ♦ . �� +' .. n \.., :. • a...,� c �I Y�t �Hard�ck�'i;. QUHE I n/�r�uc,yA� 2 ,k31�NXU�GK 12' APLE 16 CHERRY Y (314�k MLOCK �`v� �ov"E'ti�F4���= �l� 21 12" B. �swo "Hemlock -. N\; 6' HIC1< 24 Hardhack r 4 Hardback BASSWWODI S -12 CHERRY -F- < • H M ac , and 22" PIN�Haklredhack �P d H (� 20" HEMLOC �(2 S Op'Za� P! l, ._ ♦_ E r 1 —12" BASS OOD. -8�A 32" E� 18 �,"'jgry{Epnl_OCK 2y anhack mt.2-4" SHti2 �b�I f7 NE \ ® �3 Basswood 8' HtIV1LC) \ h♦► �,/�♦ �'�..„ �./ _..__ NUT ' C % ^ dif k✓ - O \r7r,; �\ f8" HARDH K �' 22 B�R / 7 Ha rk e $"r2 PIN - Rr1i / ' 1.;., HC 'M s� �� J ? �� f``,• �;" BBIR� ' �� 24" P1P�F 4 M le , i 2 `..; �!) .... ,. MAPLE s" Ffa dhacM mar lack I Y 18" HEMLO 8' • �� 1 • 3 S ardh '24,.. .... ,� :r• �.. S.� �._ ',.. s l '� H2 h 3 16 h`das`w 4,Z 18 PINE i 8,. HA p `� ]]�� �� �k lfil A `„ 28" BUTTE T 'rdha 1--2.�Elm �,� , �• ,�'# i�- - �� r NUT .. 1J %�.- Ml BUTTERNUT 4 V lF!ra�e qG�i� Mr � �1 3 Hardhack 2. 1� ((�, 4" BUTTE //ii �.. G yLL,,,,.. 1T2 .. • �- `e' - 2"emlbek Q 3id. 14 Hemlock • . -� �� hack 2 Hergloek . „ ar,(� e u gg 6" Hack "� �� 8'. H O G'i�INE R:EMLOCK �- I�r fa 42 ck '8" BUI{ 1 - i \ C -- 12 TTERNUT � N<.MLOCK _fir • r 4' Hardhack i _ f.., 4' �emlock. •..,. �... _.... ^�.ti'.:V� �-' � i..-. j I 7 Erl uu �.., .�Lr „ 1 1 6,. H�$ock A K I emlo 1VI� R c .�i-Hardhack_._. �__�-- � � N ""4 -2 (2 p 6 as !=R / �l2`' HEM 1 MaP� =v Q„ . A St- # 4)HemTdck, • 1 LE U = -'12" MAPLE ' /'� hac k'," IN ., � .rir-rex:r � G �)� �` `22"BUTTERNI ` - �rtrz,� r'Iietiock 28°' HEIUILO -�� _ r 4" le` • 20" Buttern �� it ;' �a a (� �)-- 4'maple. .-6 Beec — • „4"Hem ck 12 ,. 8" HICKORY : - !. r --- - Q E 111 ` ' 40 6" Hardhack 41,-��,---,J- - _ 446 _♦ Le�►.�-8"t3 1,y.` _ 18" P E6"Beec 8"B y ♦ _8 rdhack ,,., -- •w- �� -EECH V• �0" $ '� 1 BIRO ..A - ♦ ♦ �• __ hy� •.�_ r' 1 8ii'iEM,/ 10" HARD FZ „� 8" PLE &� 10d1' S1i1(3 . 1sa 4(S)4"H tnlock �'•-36'1� 8.. Df%CK ,r;, - r4, 35"Hardh ck' 4 'r,.r --=,-- • _.. ar , _ I as"Ag ISa °� 8 MA 1_E s ck o _ VERNION NATIONAL COUNTRY CLUB" 8".HaYd ck °• 7� , ,� J i \. ♦ i �I �d "Hardhack"rc•-�., his LeatNVEve a D ! % MA E = , H �:., I ; TREE PLAN INCIMUNc ms nN(; S AE Efk Tkees TRffDN1] F1rEAS .Vr)D1H1 fS To BE: k[TAINCD !) �..._ ur` Pisa 1 INI L AR ANDNLrvTkeesANDSHKuxs P a�• $' wARDy ► fy 4 — L-s _� - ,.. m18" B BIRG A '. ' ' w ------- �I J Nj 2-6" Buckthom - - y 16-( "-6"j HA(3DHA-bKS' ----------- �. .PI�_�---�-- 1 -Bas wood ,3 PP sb:. ....._ _ o s 2-6' y v --- 3" _ _ _1 -- � � �I � � --- 4 Pisa 4A rd aDHACF v s"Elm 2rElm -- -- -- • 4- Maple p lerry�,: H rana '.._d _ ' ,� 9 � �I 0 2"-tIm �i' J �I _v _y y ,. = �I 4" Maple H`, ♦ 10' Shrub • 4"Maple m • 3,.ri ��. :. �� le �i �I �I 2" Elm ,1 '� 11 k.� . �� I II 1 2 Elm Approx 20 2-6` Buc thorn . 18" Hemloc�k30" PINE r 4" Hemlock •„ ' r �� • • (2) 1" Elm �■ f r J �I iy • ..�,■, • t .. P{ne' y.... Elm= {.., 3 4" Hardhack BASSWWt�D�ub - 4� Hemlock r"•" • ....• ...,,,,,,, . "� �O i �22" PIN % �4 Maple ra df (2) 8" Hardhack' 2 Elm _r r "�'� r : i� % (3 Bol) fi as `�' I =1 �� mkHardha Bar AEI HV IIj 6" Ha}dhaokJ J :. ■ - l � 2,. He {�I � , rp�I _ } l rJ' H 4" Hardhack' Elm-' G` 2.. Elm �`■ -- ca4_ — - , 6 ar � _` = ub Mapes -J - Elms -% 'Elm - ' y�� —wood r f .. �' � / - _r _ rdhack r \. `ti, �I I, 4 •7 vC; f U m. �� �4" Ma 0 4 easswo4 d'n i 12y _ ) -8 f rdh cA ack 6 Bass I ..TRIG 'i -- __ " 2' . i , ■�1, Q(� _ _ j48o1)10 aple P J � ' 3 im rye-:. r . y� K .:�I r 141 -rn-�_ 2m---. b"- m kn. r j . Maple � '( a o10_ KOR �HiA Har c 1 � � .'vi. of,��i -- ' ,\ I� 6 ,:. s �� J 1 \ 'Har hack 12 2 Elm -� `� I r i-1 ' FDIC . RA4"' ,2"`clm r 3"Elrq --sue - �- _.._.... - r 'f _ 6,. ass bcK c a �'< �.��. :3"Hardhck ),� "Hemloc, r, CCU - -; ?"tfardhac �- ,�2' HEum u .. k 16 2' em ck - 2^ Homl6ck �A Elm 4' mhck- , / _ - _ 20" $ASSWO -6"_8" B �� , ���'•}iemlock 1 r. �. 6.' Hardhack ■(.3�. 115 ^ m MM 6" r �-' "Elm 6"EI - _ rd tS" HEML(G ' - - HEMLOCK ' „ 2e n, ' 6" Elm • '7 -4" Hardhack 6 Hardhac 9 r �; C w: j3) 8" ssw. C j �2'PINE, fi' Hemlock 4" ar ck • 2" Ell a - 1■ s Hemlock 3$:' PINE / 12 Ct� dna'k �10" PINE 1 PINE ry �42"e saw I (l • 4ardha 1 PINE 2 Elm 6'Hwko - 6" B ssw i J M 2" MAPLE 16 `" . 0" B-B1RCH 4" Hardhack I' r N� H c Iq 'r1 r (2) 2" n i ', 6 eas of s �F. `� 1 2 r d"Ffemlock 1 �IARDHACK I Q , (4 Bol) 12" basswood 1 e 6" sew r 41 4' Help ck �°' ,i;12"'He. oc n �V '� V r� 15 On --. E 4" �Hordhadk 6" mlock P r E 1 BUTTE r . � 4" N m ck - r �g`9 Pine "'r r ' C �,; 8" as c 10" HARDHACIgK o) 4" Hemlock 0" ECH' e)'; 6,. nook \ .> 1�' �UTTERNUT >Jm )B1c12 2Idqq �- TS ' 8" PLE& 10* Sao A�,� i 'i M�1P � � °` a ELM/ 11 ! r < ,..:_ - ' r ELM`$fE3..EIm dNE . �a, r !� 2 E 8"Pinei0".Hardh Hemlock � ► I 1 ' ti _ � 10 PINE � �OAII t� [ (2)4•'Basswood � i - - .. 2 d +p'� 0'r- .aQr4� 6 H rdh ack 5 woo nK Lh' �, .:`('ine �. (Ell "Bass '18" HARD . _ a # L _ 4 - I r-8 Elm 16 �►(3) 3- ub 4"PI / ,- . r I . �:.,, �0,►4'lAt?}4 10"FiE INE (2)4„Basswood -- 4 e a.' FI i i ' — — - - s 1� 10" ELM 8' Pine mr - Bass ._:� "cal i a i '°�°°' _P_[N �! r4•• 3" Elm 1 ,,7 2" PINE 1 ..'/ . � ""'_^,•�../ _ 4" Ebn-.. " C 4., Elm 2" Hardh CS i . ' - I c,, 1:, $ � � _ �. • "_-T' �.�'.tzr, fir^+ ,_, � g : A 1 ��i� l/ � 10" Pine 3" Elm I' 011 < $nx�r /20' c cL -10" ELM a� c...,. .... 2ELMI „ 20" PINE \s Pil 4" -w r V 1' r i rep.. ►• _ ;EO Phapie B , ' 0 a ...a,, ao L 10" ELM 12"BUT bl <, 10" Elm MAPLE " .� 6" Heech : n. 6" Hardhack a- �) r ( I 10" Elm i i r 6+10" Pine R< Iit� ,, ,�. - _ Y. ,'P�'su kt rn 'k�.,�." N� 0 (2)8 i .. - .. , . , - _-_ �� i fs14 k %10" BEECH , ,:. _, _ _ .,.,, '{�.c� 2" PINE 3" Hardhack k; =12" HiQIRDHAcK 6 Hrdhack 6^ Hardhack (2 Bo)) 6 Pine",—, - 6'rH mlock i ^, 6-- Beech r r, 18"PINE `r �lardhack \ 4" Hardhack i+ / ,. \ 3" Her a 4 `. E" Hardhack " 22"BLACk 2CH 14" PINE (2Sol)6"Pine e e, i 12 PINE s p 10 4NE «m. 8' HEMLOC�( n k 4"Pine / i T Hardhack - C 1 ` I .1 '� 2•• Hemlock / A` �",1` ' �10" HARDHACK L6"� � 24" PINE �6•• PINE �10 PINS -PINE UC (2)o"nsh \ r 9 4. �. t u wU ELM 16" PINE — , 7 4 \L 10" � 8" Hemlock E Hmi,lyck r �,� \ �I " e j C y3 1 � T_ 18" PINE 'CH u (j ,- 2" E , Tsc l _ aLKMONT,.NATIONAI COUNTRY CLUB € L E / �� --' �. suoaALSION ,.�.__— IRa PLAN INCLUDIN C U(LSTIN; 6 IALLLLP, INKS -{ 3 Pis --16 PIN 'PINE _ _ oNLwlRrrsRw"sae�u. �a r n: 16" ELM 18 PINE w� „ L4 8•, \ 8 .., 34" PINE !i!7 ♦ 4' Hard"na r (2)4" H ri _ ,_.....___._ �i�1�� ' n ! 6" Hemlock •1 �' ;1i -� J , ti +r� PISC �` acR - - (` s"H2r hack - O 14 E CHERRY 10" HE t, , -- ) " Ha dh ' r HARL" K a 12? .. .....-..-.-_-._ .- .. _ 1$"... S Ha-r C HERRY - - _PISC — _ �;�; S .,,_. 2 C „ y, "' 6" HIC 1 i APL BASS OI ll __. 12 - P s o19 . 1ty • s 1 Pis_y :\ % ,ACr a ( ., .__ - 32" E \. 4 %/ "Vx ♦ �. ,.. _CK - 45 Rq- S, "'4?�NE 22" B ERNEU� - Ara ''> Leo -- Ha pa v ,2 "PIN i�, y �24 q Cos 40 - iR t � � Maple ", ardh �r, „ ' Iop 3 Ara I_.._. 10"ktardh 3 >g4i/ ``--.24 •• 'HICK / _:, �� PI t % / 18 PINE �� 28" B�UTTER"� rdha Pisb . ` O - � �i� - ) H "am 3 7 Pisa .,�; r -� hack � 8' H O �-, " � 28" BU i 2 Pisb 2i'�'IN �:�MLocK \ L C_L�S ARLICT fIl ) 4 mlock j�j-1P. 1 \ CII �- �� I m(o, � B-Bi � .4 Map mw ��°) HEM � 1 LESari, - `�' ( ) 6" Hemlock ♦ LS �C ,, � 4 2 Pisc r' 7�2z BUTTERNI \ 4., le 8" HICKORY : c - — 446 �a g-. San `• ;. ■ ; s 6 Hard .. r� '$ a _ grdhack 12 r IVI. l.I ¢ i /cs 101. q 1 S �.. \ - BIRC ♦♦ 10" HARD CK; ; n I „ 5 8'AEMr . r� c K .�i ., Ci.S rice �g' 5" Hardh ck 5 Cia _ ,e"as . ,������Isa P� �i'� l w E 8 Nardh ck . •�" �`-• it �roc Ur 1 i� •�� . Pisa B 8'° HARDHA yc�j %` PIS -� 8" P 4 w ok` a 2 ♦ � . #,. 1®i \_ .. '" �l �eee , � �� ar k - 20O25 6" Hemlock . a •. MAPLES � �_ - 26" PINE �eo1) a ♦♦�♦ - .-. "''��a'�. 15b. z 14" HEMLOCK IR 8 °,HEMLOCK " 1 �E' 43: i. 6 4 M 8 HARDHA F.1. '- 6„ } 6 Cos UI „ U e SC �' 8" HARDrsACK �' 11�I .1l. 8" MAP I 12" HICKOR � w IRCH 3 Pia 18" Pine gIJ3 Tsc v, � _ � ♦ _ � Map �". 5 Ara - r f; �� " UT , r' elm TTE U r MA.°`_.. 1 4 (iV 4' INS" 1 n P'� _ LOCK 4`�► •A, ... 1 "HEMLOCK >. 8 H/4RDH. �CS yx / A< ACK ° UC -18" PINE B 2��P1 j / 'BUTTE ,NUT �i - - U J Ts ,, _ a ---- B . . HEn L K � � - 2 Cor 10" Bich 'FN;APLE ..._ _ - .., __ a Beech-_. t s ...,...., -------- .____.-..J 18' Pine t .._P.� EIrry i (2 Bol) 8" and r12" Hardback e! r.. _ ' r _ 28 -PINE a°�+ 16" HE1VfLOCK i - .i 14' P `dE c c nn Pisa _ r e rtl4' H M. l�llr." I...., _ .. (�) 4'�de rh � �' ; ...- - :- 8" Hardback k E 1 Pine 14 ' 3 Co r � �, ` � ♦ � r 8" Ha c r, fi" Hemlock • , - ♦ �� E • 9" �e,niock-� L1 i ;r 4 `' 15"Pine 1 J HA _ °�♦ (3) 4" kthora 8„ BEES H ..6" Hemlock 0 '` 4"Henlock • SC Hemlock) _ ;j H',W rvNiGw'ONAI. COUNTKY CLUB COS } ) 3 Ara - - ,6"";ne , `./''� "" IWTJDLkFAN1Z LIRE.MIN RE RETAIIK 4" Pine _ ,. tk�ruNrNcuiancEwsnNc;sHai.enLL :.. '_.;"y.• { 1 ine` AND NEW T0.L15 AND �HItHBS NG[7 _ # 2 Pisb t -5 ., .._ _. i t t iI ; v 8"Pine ine P, 1 I � i � 1 i � �fT� r, �. / � u _ Y ,... rro serrenwranxw . ack''Al 6 Hargh: ritvc Cr >2°" INE \e° H iark 2 jC41 Y Ad b .- i .' R t '�RRY .1#� �! 8"HemSo �\ s'la+) `l ',� q jj a •rolu-_k ..sa.. "` , ,.,,..u, —'- ,_... H i!) _ �drac r' �it6 mia I'°�.' 1n,. _B; &:� a M,p�t >. ti,., f �r� _,2 MAPLE;\��� 0 �.I /.JN B ...... . __„___.. ^, (2�gal C��c+ fIEM d LE \ 1 s :iir a4 $i 1fl s.A .y, tr ck ka� I ! ITYar,�{- f q.. i l ('Ick i �, K�RY 4' e — — % 445 \ i ��_ , s, rr ;r 1,E S" BE�Cki "°� L c/ " k a . \HARDH aVItA E 8" �: s n t r `�� •- a1� _._. k,. ,_ � � � Pi._ 1 S �! .a�e BIRO ` r �� (' 10"' RDRD e �~` := HE ri�a'kK -8'" HEM �1,�_ ticT" ck r °CS `-oo' I''_.PLEI K le c, !,a t7�1'+ "�S 1 \\ 4,. hard ck w , -' - ��77 7 .no 1._ E ild'-- r t F. Har.,naoR -- — _ T11 - 1/ MA HAR[p� tia 4a. Y10� H - 'c �� o _ f� ` 11i . ; \::: \ 1 �AnAI'LE ( n4 ~ a i i PISc�. 1 2H" a`u - �1„ AF;[3Ht R � HARD _ e (2)>'• ai =ca s N R� t 6.y�;;n _ - ._...�— � 0. _ L' �p s ((r ,3•.le:n oek ��. /, .Y _. t = ICX .. �.elcr (ia I. �' s. f o �•, � • „ MA 26" PINE":;!"} �:':�P �e.�i �� ��y 10" ELM - rl - = �., ._. , MLOCK� 3 PjCy� -�'K �, LES i► `� Ba+E E 'L NORTH X. i� .. �t��r,. ..� � 6 � r . ri'vctr 3ok 8„ MA ( � r l -'' I 6" MAPLE- .. � � ., M ! RD , . 7 \ � 16" HARD�i..G`�e^�Mapw l Y� • il� \ k , yy U ESL. BIRCH 6,. M .. � ., ,: 4'Hatdnr � 1.�,,. F $„ (VIAPi 12" T �C'ctyr ,_ `� �i 5FF �` 12,.PEE cCr! ' 18"Pin o ,�•-,, �'• �` �.. 6"MaP 43 Hard K- �� / c �~ t.a .k .t.,. i4a,d, �k y� a H r ack �r,A B ,(A ( r 1 `►,,'. rr'r ` 22"BLP,':,# 7z' PINE 6iU - �rh) O � E O Z f`' TTE T %r JYZ`i 1 \M4�: i !� \ a" Ha hack +r ll`� I! Clt Ha d! ack F C ��[/ ,f 8' H ML dtac �� ELM, v ARD K HEMLOCK-- H/�,Ff6hIr r16"PINE ., H iR!?f, � C/� y�^ e !LACK f MAP 8' Hemlock s ,,>; r '6" \ ��• c� �. UC 18" PINE .... �� ., rJ1_ITTE UT ■ / ✓� 18" PIN(: — f APL / 4' E I--.- Efl1L'/eL D ` ►c~'y 26" OAK Beech ��: d 4'° P. - E �� u] (- / seb f "26" Af ML h C7 m ._ 1 f (2 sci, r srd4, , t2 h rdha' r �o2 16" P i d . P V Plne ► 1� rdha Hack � HA 1 ° ELM 20-(1n^)Beec � j' h" zalvz^1na�r+Y• Piss z z G o Q S•• BE ,! 4 , t1 ,,, .ter"'„ s w w l y k l� \► \ c TTERNUT 1- _ c`� �1- � z r � _ SS C ' :!l A"++ tlitein Ut A t^•"Pine UJ n Y2o'r z \\ ,b B �1 BUNK, ' L`'Io r O i� a P ,i �. 2 Tsc ' — deli ielA �. C - ✓ a[).dil ' " r Putt -�.� �6" ,e.,f� _ __ , ••" � �. Je Baas ao�ne NMI' . PINE, 4 Pir / dz - ' `'." Pine�bz r �\ r X 8 Pil . u 3pas� isb �,. ► ° PIN 1 3 PGREEN �' ,� Y >> 3 Pisc 1 'I (1 R ri r r --- 5Q 12* SWOOD ; i_C14 00 12" f4y cl 1`1 ASH - I BA' 90D pj5b A" all HICKOR 71 SEEC1,".- 9 4 Fra N11 Yl 12" ER isb ---- --- ERRY R% E Pik 5. j 18" HICKO 1, H 18" HICKO ----_------ 3 1V I 2-k2 DH Zl� -Is jib] 3 Fra CK 22'pl� ur ) 8'. H A' 2­ • L < SUCKTHO cl I 2-S 41" M. " �V 0, - ' _43- 5 Pisa --------- ­0 gV 45 6- HARDHACk�l g—ICK 4" B6,iTH H 8" '34 PINE 121HE HH HEML BASSIN r Pis -14401 IW s7/, 2t­ QU r HARU aK K 16- CHERRY HE � ",IS -:t., .. I I , , — 1 .1 1. Pisc APLE PINS H ic MLOC ASS 6 -20"HEMLOCKN ub Pisa p 12'DSASS X 'Gp I-- ., 3 Ara '�2.2"'SLOYT �RN�UT "H 2,43 HEM RDH K ,2 P11 Cos loc P R., 3 Ara 4 r 3 18"PINE 28" B�ME NUTI, "I N 011HICNOR "13 Pis b 14" SUTTERNUT HICV RA4, HE 28" I.L.IK ,ZPisa 46 )is• 0"HEMLP Pir 1IR17 21 Pis VIPIN 10" PINE JP, Pisc Tsc: \ NE 'I I LE _7 INF "r f7= E , , 1) 02" MAPt i 2., SO 28" Oo,�; .iytA \ CS0,�-8"HIC DRY VARDHACK "-y '3� 81, P15 o. EII, S'we, 01• 10" BUTTE I. A0, S 0 iA- 8' EM,' 10" HARD I PLE :xz I rl VELM 11 "PLE �Vrl,NE M E 5 cla \ - - - - ISE OK Tj _ �S j ♦ ♦ `, 1 Rsao ur ­'M 7' INE 14 41 1 HARD IAC� 16'I,iNr- 2.0" Acr j22. P Pl\ 116 irlm, IO ELM isb MAPLES -,HEMLQCK j%jV2") MAPLES /21" V EL. B-HARDHA,�K 28"EiJT --12'BUT 10"ELM ji.-.ARD4HAq 1;7P E 2 6 Cos x 12" HICKOR I PLE , i�%�61RCH 3 Pisa 8• IL- - -- , I - 4'-PIN' �10' SEE �"l 2" HIRDHACK Tsc 5 Ara 4 IN 'i.�E--_S 6 TTF 1 RK6� jr 11"PINE 7/ HEMLOCK V'HAR is PINE "I 0..VI.NT •INE CK 20" MAP1,E, - ELM LIC I 8� I HE 16" PINE 2V� f� / 43 BUTTE LIT 'L - I --- \ - --- Lr 24� 'CH T B.BjBQf. �l V PIN 7� 41 2U A J Tsc 6" ApM&.l , Pir 27 �,t, IDS 4' OAK A 3 visa 28'PINE l(3",HEML0CK- ...... 3 Pisb -16" PIN E 3 Cor C, 16, ELM 2 Tsc 3, P­ PIN 1 ♦4 ­110 A 18"PINE Cos BEE�ll I , , I . , "' LID, I --- , —, 1� 0.� Pisc LEGUND 61 V17, _1 2 isb fT 3 Ara___ - 2 Pir ----- - 6"_81 TERNUT 2 Pbi s25 Alki 3 Pir ��STI .0 w- EX REL I VFD 3.R Tsc :T 14 TO BE SAfYL P, Sc �x5 TR.CL �isa 16" S.tt ... I EtK 5 1 bEAD TP,4: 2 Cor > Qub' V YENTORIEL IN I 'PINE-♦ 29' 3 Pisa AIS E 114 _oT 3 IN % 4 P EX is 71 146 TREE �AC �ED IN D 5 Ara I AN ItVLN I (AUL9 IN R-0. 4- " D IN Cor :Q NB\sHKUt3 Pir Pir 3 a NEW NERGUEN TREETsc Pisb 'a Pis 1Q, 12"1 3 Cla x '- \ , PIN 3 - , ____ — - I I I . W 140-H I � AZI NEW DECIDUOUS IRFF Pisc ld _)NT NATIONAL COUNTRY CLUB at b lo­� 14 7 NEW $10r J > VERW PINE - 10 LOT Sum-AISON ONTRALI.S17FEMAN FNAARGED TO 20x:All \.tAWA� I E K LINE NE LINE Rw 2 C or 4 , , - — l� i : I '= n_"-) `9�, 14 yk LIT N, NING, WALLS, N E NUI IV TRIIJIIFSj(lAkAE)I �STONEKFTAI 16" PINE EES10BERETAINED&REMOVEC) Sa,r- NEW $r KY S WLK LINE AIND NEW TREES ANT) SII IPLISS L-8 W- NEW-11 4 Ara 7 RadII !3 Cog q R(ip 1 7 x.. T � , f '; .. }�'��c �.�° '':.r3 '�►L 'Y}rffi'A� ` .�• dalg '-� ��` . ,c� *' c � � a A` �i W /;: /ice llelI AKR�G. ,s 'i '.: �, "��._'."` ."'Y�'7 I ..w w.;� �I �d'+ - ►. '"iiimai„.'i''ii]iL��. ',� ,4 BJNK 14th Hole 31 p , - y- 1 I 3th Hole _,- i.l�• � _ � ', / .. r �_ .. /�/.Gill/.�Y.>f'/// - ;' /� /'e,a / i r Existing Ed d of Trees 2 Plse TSC�. fUture Edge of Trees (Approx -) M TA„ Tex ----_---} F rerun Ch he /--� 1/ �ri•� �, i i' c •Riiiii��!��. c I 6'7t7f�1 i��"!Rf I ' 1� C1� ..II'.!-Y=.III' 1 :"•I1t•�:l.11/IIIILL�.il,l:-i I �1 1 i Ia M����� rrar%NMI rara�. L.Fr4RFPM �r�r�r�*rrrrrrrnrmrr-:.m��rn�r I7�■Ff7 mrr�ar�Tr�rr,��z�r+lrsr.:stt ��rm*rrr.�raR—�eralr•v�n� +-�%nm�a�-r��rrrr��r..rt e.Mr—M rr �r'rtr Mid I f7kZ7ii1'r +f911 Mr"rtM"MM ■ r cy��>��•r. mT rr ;r:rre�MMI Size rang from pe i in to 30" cal. Existing Wood Area to Eas Shagbark ory Eastern a Ping 4 S Americ asswood - - White , Bur — Am can Elm B horn H hack mp)Nhite Oak J ite,BBlrch Black Cherry pMlar Canada Hemlock -; LEGEND " EXIST[ �EE TO BE REMOVED - G TREE TO BE SAVED . EXISTING DEAD TREE c8 EXISTING TREE TAGGED IN FIELD ,00 AND INVENTORIED ON LOT I E�ISTINF TREE TAGGED IN FIELI�'- �AND INVENTORIED IN R-O.YV NEW SHRUB jo NEW EVERGREEN.TREE NEW DECIDUOUS TREE St— NEjW51`ORMWATER LINE, - ;-G --NEW GAS LINE — E — NEW ELECTRIC LINE- -San— — NEW SANITARY SEWER LINE — W— NEW WA jER LINE -] NOkIII WF MONT NA f10NAL COUNTRY CLUB IOLOTSUBDIVISION f r OVERALL SI I PLAN .r., SHOWING PRUI\>ED BUILDING ARM ROADS S DRIVE„ ' UTILRIES, GRADING, STONE RHAINING WAILS, TREES TO BE RETAINED S REMOVED NEW THE SHRUBS AND PLANT LIST' j ru iS'pv SEPTFMRFR 120Ri wn No Text No Text VA I IWON T tti"tt��I l ' ��/'�.�:'��%�i � r?�•;�:��//��� r'% � .�/����'��'�i. f• 'i �- '���� ' t"'r%�/i ��j��'U�ii�� �'°" i :ySli��' .��••���j_ �� ��••�,'f °w r i, �lff/.%I j�f ✓»�/%GYA/J_sr//,' ���-�i ISMA'IW t,iZ,-A� %/////////�// _l �. ��I/////%L1✓/rI%�`:y.� �RLi� srs �a�.:!'. NEI "WWT-- ZTTVMTOTI*M a • a, 0 0. %il 14 AA,!.! . . . . . . . . . . . . . . . . . . . W4 AMA ip l<��\ \ \� r pr, .gyp OF 6PNK I LEGEND APPROXIMATE CANOPY AREA OF EXISTING TREES 8" DIAM. AND OVER 10 REMAIN APPROXIMAI E CANOPY AREA 01 EXISTING TREES 8" DIAM. AND OVER TO BE REMOVED TREE 18" DIAM & ABOVE TO BE REMOVED P IN POOR CONDITION Vp TREE 18" DIAM & ABOVE TO BE REMOVED I IN VERY POOR CONDITION H TREE 18" DIAM & ABOVE TO BE KEM01,/E 1 IN HAZARDOUS CONDITION IL TTS BUTTERNUT TREE W/CANKER DISEAS E TREAT & TRY TO SAVE %% ' AND SAREA �RUBS TO RNG EREES iMAIN N UNDISTURBED AREA 01 NATURALIZED NEW TREES AND SHRUBS x EXISTING DEAD TREE 15• EXISTING TREE TAGGED IN FIELD AND INVENTORIED ON LOT R.jl AND INVENTORIED IN K.O.W.FIELD O NEW SHRUB NEW EVERGREEN TREE Qj NEW DECIDUOUS TREE VER.MONT NAI 10N:AL. COUNTRY CLUB 10 LOI SUBDIVNON 1 = OVERALL BfTEl7 AN „.,, 8HO ING LARGE r1LIv'18"DJANIETFA&,ABOVE) '' AND CANOML TO RI,MA�NAND BE RFMOVFT) OR APPROVED EQUAL ARBORTIE GREEN FLAT WOVEN (I/TREE) POLYPROPYLENE STAKING MATERIAL - 3/4 IN. WIDE, 3" MULCH - DO NOT 900 LB. BREAK STRENGTFI APPLY or MOUND I2/TREE] AROUND TRUNK FASTEN ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING TOP OF ROOTBALL APPROX. I INCH ABOVE EXI5TING GRADE PLUMB TREE TRUNK 20 GAL. TREE GATOR WATERING BAG FORM 4" SAUCER 501L BERM - (4) 2" X 2" X 2' L hARDWOOD STAKES DRIVEN FINISH GRADE (MIN. 15") FIRMLY INTO 5UB- GRADE PRIOR TO BACKFI LLI NG "' UNDISTURBED 501L ✓ CUT AND BEND — — —I I III -I I BACK WIRE, —_ PEEL BURLAP FROM TOP 1/3 OF ROOTBALL SOIL MIX -TWO PARTS EXCAVATED 501L AND ONE PART BURLINGTON INTERVALE COMPOST. BOTTOM OF ROOT BALL 2 X BALL DIA. OR APPROVED EQUAL. TAMP TO REMOVE AIR POCKETS. RESTS ON EXISTING OR WATER ThOROUGHLY. RECOMPACTED SOIL NOTES: 1. PLANT TREE 50 THAT TOP OF ROOT FLARE 15 SLIGHTLY ABOVE FINISH GRADE. SECTION 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL z � w � I N ^ Z =' O z° J - z Q ��L 1 yuj Z N N Z� � r 4 J z� G j `c7 November 24, 2010 Mr. Raymond Belair, Zoning Administrator City of South Burlington Municipal Offices 575 Dorset Street South Burlington, Vermont 05403 Re: Vermont National Country Club (Economou Farms Golf Course) PUD Final Plat Application - Appeal of Determination Long Drive 10-11-ot Subdivision Dear Mr. Belair: In support of the applicant's appeal of the determination that the application was incomplete, we offer the following information in order for the Development Review Board to understand the context of the issues raised in your October 13, 2010 letter and the information supplied in the applicants appeal dated October 28, 2010. Section 203.1 d) Names of subdivisions immediately adjacent and the names of the owners of record of adjacent acreage. This is shown on the originally submitted plat plans. e). The ... size of any existing sewers .... on the property or serving the property to be subdivided. Sheet C-2 has been revised to call out the 8" sewer main on Golf Course Road. q) The location of any temporary markers adequate to enable the Commission to locate readily and appraise the basic layout in the field. The centerline of the road and lot corners have been restaked since the previous staking for the Environmental Court Appeal. t) The applicant provided an 8.5" x 11" plan showing the FEMA based flood mapping for this part of the City. There are 100 year flood limits on or near the property. Only 500-year flood limits are present in the area. This 500- year flood limit is now shown on Sheet 0-1 for the Development Review Board's review. In addition to the color 11x17 plans submitted in the application, we have attached as a courtesy, one set of the full size color plans representing Exhibits 21, 45-49 and 81. Mr. Ray Belair Page two of two November 24, 2010 This completes our summary of the supplemental information. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: 5 full size sets and one 11x17 reduced copy of C-2 and 0-1 One set full size color sheets L-1 through L-6 cc: J. McDonald (no enclosures) S. Fead (w/enclosures (reduced size plans)) CEA File 10202 (w/enclosures (reduced size plans)) PAAutoCADD Projects\2010\10202\Appeal Addl Info Cover.wpd Mo. 9�ii southbuKlington PLANNING & ZONING October 13, 2010 JAM Golf, LLC c/o David Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Dear Applicant: OCT 14 2010 c. Paragraph 2 of the Environmental Court's V.R.C.P. 58 Judgment Order in Docket No. 69-3- 02 Vtec (hereinafter the "Order") required that your application for final plat approval shall include, in addition to the materials listed in Section 204.1 of the Subdivision Regulations effective January 4, 1999, the items listed in paragraph 2(a)-(d) of the Order. The Order required that you submit your complete application for approval of the Final Subdivision Plat no later than September 13, 2010. The items required by the following provisions of the Subdivision Regulations were not included in your application: Section 2033 d) The names of all subdivisions immediately adjacent and the names of owners of record of adjacent acreage. e) The ... size of any existing sewers ... on the property or serving the property to be subdivided. q) The location of any temporary markers adequate to enable the Commission to locate readily and appraise the basic layout in the field. t) Base flood elevation data for proposed development that contains at least 50 units or 5 acres. Section 204,1(a) (1) Preliminary Plat data updated and accurate. See items listed for Section 203.1, above 575 Oarset Street South Burlington, VT 05403 tel 802.846.4106 fax 802,846,4101 www.sburl.com Revised/Updated version of "Economou Farms Golf Course Plan - Southeast Parcel - Property of JAM Golf, LLC," last revised 3/2/1999 prepared by Civil Engineering Associates, Inc. recorded in Map Slide 341, South Burlington Land Records or other plan that depicts the proposed new boundaries of Golf Course Parcel F and Residential Parcel 2. In addition, the application did not include the required full-size, color Exhibits 21, 45-49 and 81. Your application includes 2010 revisions to Exhibits 21, 45-48 and 81 which are very difficult to read because they are black and white and contain a great deal of information. The application does not include Exhibit 49 with 2010 revisions or Sheet L-7, Landscaping Details. There may be additional required items that you failed to include in the application, which the City has not yet determined, so the above list is not necessarily exhaustive. I will notify you if I determine that other required application materials are missing from the application. Therefore, it is my determination that the application for final plat approval of the Long Drive Subdivision that you filed on September 10 and 13, 2010, was not complete. You may appeal this determination to the Development Review Board by filing a written notice of appeal (see enclosed) and the filing fee of $113.00 within fifteen (15) days of the date of this letter with the clerk of the Development Review Board at 575 Dorset Street, South Burlington, VT 05403. Sine y, y ord J. Belair dministrative Officer September 9, 2010 Ms. Cathyann LaRose, Assistant City Planner City of South Burlington Municipal Offices 575 Dorset Street South Burlington, Vermont 05403 Re: Vermont National Country Club (Economou Farms Golf Course) PUD Final Plat Application - Long Drive 10-Lot Subdivision Dear Ms. LaRose: On September 11, 2009, the State of Vermont Environmental Court issued a Preliminary Plat approval for the Taft (now to be called Long Drive) 10-Lot subdivision located off of Golf Course Road within the Vermont National (formerly Economou Farms) Country Club project site. In its approval, the Court found that portions of the City's regulations in place in 2001 dealing with the protection of natural features and wildlife were overly vague and did not provide ample clarity to be enforceable. The court did find that the City's aesthetics standards could continue to be applied to this application with the caveat that it be further be defined by the standards set forth in the Act 250 "Quechee Test". The Environmental Court utilized this two step standard in coming to the conclusion that the proposed project complied with this standard (please see attached Executed Court Order). JAM Golf, LLC is hereby seeking Final Plat approval for the proposed 10-lot single family residential subdivision within the 12-month period stipulated by the Court approval based on the regulations in place on June 29, 2001 (see attached Court Decision). The project calls for the creation of a new reduced width public street to service the 10 new residential lots. The street will be curbed and will have a sidewalk in accordance with the previous request of Mr. Bill Szymanski, City Engineer. A private note -curbed paved drive with turn -around capabilities for emergency vehicles will serve Lots 4 through 6. The project proposes connections to the municipal water and sewer systems on Golf Course Road. A gravity sewer will collect flow directly from three (3) lots while seven (7) lots will be served by three private grinder pump stations which will deliver wastewater to the gravity collection system. This project will ultimately convey its wastewater to the master wastewater pump station located on Nowland Farm Road. This station has the design capacity to meet the needs of the average daily design flow of 2.100 GPD (10 four -bedroom homes). The water system has been designed to provide fire flow capabilities and three new hydrants to the existing distribution system. A review of the operating capacity of the existing VNCC water booster station shows that it has adequate capacity to provide the 5,400 GPD of average daily design flow for this project. Stormwater will be collected and directed to the existing VNCC stormwater management facilities. A review of the stormwater ponds on the north and south sides of the 12tn green indicates that no additional modifications will be required to ensure that the post -development peak flows do not exceed the pre -development peak flows. All electric, telephone, cable TV and gas lines will be located underground. We have proposed that two street lights be added, one at the intersection with Golf Course Road and one at the proposed cul-de-sac. The proposed luminaire will be consistent with the street lighting installed on Nowland Farm Road (see attachment). The Traffic Study completed for the master planning of the Vermont National Country Club Master Plan (attached) show that no additional modifications to Dorset Street or Spear Street are required that are not already in place (Spear Street/Swift Street traffic signal timing and lane configuration). The following waivers were granted by the Environmental Court preliminary plat approval and are hereby requested in support of the PRD amendment final plat application. i. Reduction in the frontage for proposed Lot 3 to 42.5 feet. ii. Reduction in the width of the private road serving proposed lots 4, 5 and 6 to 18 feet, plus 2 feet of mountable curb on each side of the private road.(401.k.2). iii. Reduction in the width of the public road to 24 feet.401.1(i). iv. Reduction in the length of the sidewalk along the public road extending from Golf Course Road to the driveway for proposed Lot 2. The Environmental Court approved the site plans as most recently submitted and in order for the record to properly reflect the approved plans status with the subdivision regulations, the following waivers are hereby requested as part of the Final Plat application. A. Elimination of the standard cul-de-sac on a private road in favor of a hammerhead turn -around (401.k.2 and 401.1(1)). The Court also ordered that "Applicants shall include these proposed reductions (sic) on the proposed final plat and site plan for review by the Development Review Board". 2. Applicant's application for final plat approval shall include, in addition to all the materials listed in Section 204.1 of the City Subdivision Regulations.in effect on June 29, 2001, the following: a. The plans admitted as Exhibits 21, 45-49, and 81 in the record of the above -captioned matter. We have attached 11x17 copies of these exhibits for your reference. b. The "Tree Preservation Plan for Vermont National Country Club, 10 lot Subdivision in South Burlington, VT" dated May 13, 2003, prepared by Warren Spinner, and admitted as Exhibit 51 in the record of the above -captioned matter. We have attached a copy of this exhibit for your reference, Ms. Cathyann LaRose Page 3 of 5 September 9, 2010 C. The tree inventory and reports that were admitted as Exhibits 52 and 53 in the record of the above -captioned matter. We have attached copies of these exhibits for your reference. d. For each lot, a tree preservation handbook, including definitions of all allowed activity on the lot and in the area of the project property beyond the lots, together with a copy of the segment of the planting plan pertinent to each lot, see Exhibits 45-49, and to the area of project property within the view shed of that lot. Each tree preservation handbook shall explain that the lots must remain wooded or become more wooded and that lot owners may not clear the lots to open up any views beyond what is allowed by the planting plan. Each hand book shall state that the lot owner(s) shall abide by the terms of the tree preservation handbook for his/her/their lot. We have included a copy of this document which includes within it the specific issues associated with each lot as it relates to off -property tree protection. 3. If the Development Review Board approves Applicant's application for final plat approval, Applicant shall record in the South Burlington Land Records a Notice of the following conditions: a. Applicant annually shall provide the City with certification from a qualified consulting arborist as to compliance with the tree preservation plan and the landscape planting plan on each lot as well as on the retained project property beyond the lots, specifically listing any areas of noncompliance. b. Prior to implementation of any field changes to the tree preservation plan, Applicant shall notify the City Administrative Officer and obtain a determination regarding the need for further application and approval. C. Applicant shall obtain approval from the Administrative Officer prior to maintenance work on trees and underbrush located outside the clearing limits depicted on the plan admitted as Exhibit 21 in the record of the above -captioned matter. See paragraph 269 of Appellant's proposed findings of fact and conclusions of law. d. The lot owner(s) shall abide by the terms of the tree preservation handbook for his/her/their lot. e. All lights on the exterior of any building or on any of the lots shall be downcast and shielded fixtures. f. No additional street lighting may be installed without amendment of any approval of the final plat approval. The City Water Department, in its review of the preliminary plat application, authorized the water system extension down Long Drive and Short Drive, to proceed with the understanding that this line would need to be extended in the future to complete a looping of the system. With the issuance of a letter from the Owner acknowledging this future responsibility, the Water Department indicated that it was acceptable to temporarily have a dead-end service line. We have attached a copy of this letter to fulfill this commitment to this obligation. Ms. Cathyann LaRose Page 4 of 5 September 9, 2010 We have attached the legals for the proposed dedication of the proposed public right-of-way and supporting easements. Project Start is anticipated to be Spring 2011 with infrastructure completion in Fall, 2011 and residential construction in the Fall 2015. Please find enclosed the following documentation in support of this application. 1. 5 sets and one reduced copy of the of the proposed residential and golf course plats. 2. 5 sets and one reduced copy of the Design Plans with the following components: 0-1 Overall Plan of Entire VNCC Property C-1 10-Lot Grading & Drainage Plan C-2 10-Lot Site Utility Plan C-3 10-Lot Erosion Control Plan C-4 Street/Utility Profile C-5 Street Details C-5.1 Site Details C-6 Utility Details C-7 Erosion Control Details & Narrative C-8,9 Specifications Landscaping Design Sheets L-1 Overall Site Plan of Canopies L-2 Overall Site Plan Scale 1" = 30' L-3 Tree Plan Lots 1,2 &3 L-4 Tree Plan Lots 4,5 & 6 L-5 Tree Plan Lots 7 & 8 L-6 Tree Plan Lots 9 & 10 L-7 Landscaping Details L-8 Overall Site Plan Scale 1" = 20' 3. Cut Sheets of the Proposed Street Lighting. 4. VNCC Master Plan Traffic Study 5. PRD Development Standards 6. Tree Preservation Handbook 7. Legal Information 8. Letter regarding Water Dept. Request for future connection of water main 9. Application Form (2010 version and 2001 version) 10. Application Fee of $85 ($75 & $10) per the 2001 Fee Schedule or $515 per the 2010 Fee Schedule 11. List of Abutters with mailing addresses. This completes our summary of the proposed project. If you should have any questions, please feel free to contact me at 864-2323 x310. Ms. Cathyann LaRose Page 5 of 5 September 9, 2010 Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: As listed above plus.... FYI - Executed Environmental Court Order Exhibit 21 - Overall Site Plan Scale 1" = 30' Exhibit 45 - Overall Site Plan Scale 1" = 20' Exhibit 46 - Tree Plan Lots 1,2 &3 Exhibit 47 - Tree Plan Lots 4,5 & 6 Exhibit 48 - Tree Plan Lots 7 & 8 Exhibit 49 - Tree Plan Lots 9 & 10 Exhibit 81 - Overall Site Plan of Canopies Exhibit 51 - "Tree Preservation Plan for Vermont National Country Club, 10 lot Subdivision in South Burlington, VT" dated May 13, 2003, prepared by Warren Spinner Exhibit 52 - Tree Inventory Exhibit 53 - List of Trees to be Removed cc: J. McDonald (w/enclosures (reduced size plans)) S. Fead (w/enclosures (reduced size plans)) M. Lawrence (w/enclosures (reduced size plans)) CEA File 10202 (w/enclosures (reduced size plans)) P:\AutoCADD Projects\2010\10202\FinalPlatCover.wpd Section 204 Final Plat for Major Subdivision - Application, Public Hearing and Approval 204.1 Application The subdivider shall, within 12 months after the approval of the Preliminary Plat, submit an application for approval of the Final Subdivision Plat to the Administrative Officer. The Final Plat application may be submitted in sections in accordance with Section 203.2 so that it shall only include the phase of the approved Preliminary Plat which the subdivider proposes to record and develop at that time. If the Final Plat, or the first section thereof, is not submitted to the Commission within 12 months after the approval of the Preliminary Plat, the Commission may refuse without prejudice to act on the Final Plat and require resubmission of the Preliminary Plat. The Final Plat application shall include the following: a) Final Plat - The Subdivision Plat shall conform in all respects to the Preliminary Subdivision Plat as approved by the Commission and shall show: (1) Preliminary Plat data updated and accurate. (2) The name, license number and seal of the licensed land surveyor. (3) Street names (4) Complete survey of the subdivision, prepared by a licensed land surveyor, showing the location, bearing and length of every street line, lot line and boundary line, and existing and proposed restrictions on the land, including access ways, utility easements, etc. Where applicable this information should be tied to reference points previously established by the City. (5) The length of all straight lines, the deflection angles, radii, length of curves and central angles of all curves tangent distance and tangent bearings for each street. (6) By proper designation on such Plat, all public space for which offers of cession are made by the subdivider and those spaces title to which is reserved by him. (7) The location of all open space to be dedicated to the City in accordance with Section 411 as well as all open space to be retained by the subdivider or to be held in common private ownership. (8) Lots within the subdivision numbered in numerical order within blocks, and blocks lettered in alphabetical order. (9) The location of all the improvements referred to in Section 301 and in addition thereto the location of all utility poles, sewage disposal systems, water supply systems 10 and rough grading and other devices and methods of draining the area affecting the subdivision. (10) Permanent reference monuments shown thus: "X" and lot corner markers shown thus: "0" (11) Construction drawings of all required improvements. b) Supporting Documents (1) Copies of proposed deeds, agreements or other documents showing the manner in which open space, including park and recreational areas, and school site areas are to be dedicated, reserved and maintained and a certificate of the City Attorney that these documents are satisfactory. (2) A copy of such covenants or deed restrictions as are intended to cover all or part of the tract. (3) A prospectus describing the management organization if one is required. (4) In the case of a subdivision or development served by a privately owned and/or maintained street: a. A copy of all proposed deeds, agreements, or other documents which convey or relate to the use of a privately owned street or right -of- way, and a certificate of the City Attorney that these documents are satisfactory. b. A completed contract between the land owner and the City regarding the number of lots or dwelling units to be served by the proposed right-of-way or private street and the responsibility for the roadway maintenance, along with a certificate of the City Attorney that the contract is satisfactory. 204.2 Public Hearing A public hearing shall be held by the Commission after submission of the final subdivision plat, and all required information, to the Administrative Officer. Said hearing shall be warned in accordance with the public notice provisions of the Vennont Planning and Development Act. In addition, notice of such hearing shall be forwarded to the Regional Planning Commission and to the Clerk of an adjacent municipality in the case of a plat located within 500 feet of a municipal boundary at least 15 days prior to the hearing. The public hearing may be continued by the Planning Commission until it determines_ that all information has been presented and all positions have been heard. I ---------------------- I --------- --------- William A. Fead, Esq. Fead Construction Law, PLC P.O. Box 673 Burlington VT 05402 ---------------------------------------- Appeal of JAM Golf, LLC Vermont Environmental Court 2418 Airport Road, Suite 1 Barre, VT 05641-8701 (802) 828-1660 September 11, 2009 Docket No. 69-3-02 Vtec 2 fl 0 Please see the enclosed V.R.C.P. 58 JUDGMENT ORDER signed by Judge Merideth Wright on September 11, 2009. CC. William A. Fead, Attorney for Appellant, JAM Golf, LLC Amanda Lafferty, Attorney for Appellee, City of South Burlington James Marc Leas, Attorney for Interested Person, James Marc Leas For Informational Purposes Only, David & Amy Averill For Informational Purposes Only, Barbara & Dennis Siwirski Interested Person, Marie Ambusk Interested Person, William Rozich Interested Person, Elizabeth Rczich For Informational Purposes Only, James & Judith Miller For Informational Purposes only, Jeffrey Jackson For Informational Purposes Only, Anne & Anthony Bove Interested Person, John Kane Interested Person, Michael/Heather Provost STIT2EL, PAGE & FLETCHEP, PC. ATTORNEYS AT LAW 171 BATTERY STREET M B= to? XTRIANGTON, Vr"ONT 05402-M7 STATE OF VERMONT SEP 1! 2009 ENVIRONMENTAL COURT V "R M 0 N L IN RE: APPEAL OF JAM GOLF, LLC N3.4— 1' Qt� Fff t e c rMFOWTOTO Based on the decisions of the Vermont Supreme Court and the Environmental Court in connection with the above -captioned matter, Applicant's application for preliminary plat approval to amend the Vermont National Country Club planned residential development to include ten additional lots, each to be developed with a single family dwelling, is granted subject to the following conditions. 1. The following waivers of the requirements of the Zoning and/or Subdivision Regulations are granted: a. The reduction of 1. The frontage for proposed lot 3 to 42.5 feet 3-1. The width of the private road serving proposed lots 4, 5 and 6 to 18 feet, plus 2 feet of mountable curb on each side of the private road. iii. The width of the public road to 24 fleet. iv. The length of the sidewalk along the public road extending from Golf Course Road to the driveway for proposed Lot 2. Page 1 of 4 STUZEL, PAGE & FLETCHEI� P0. A'frORNMATLAW 171 BATTF" SMMT PO, BOX 15" tUHUNGTOK, 1, 3".ONT 06402-1507 Applicants shall include these proposed reductions on the proposed final plat and site plan for review by the Development Review Board. 2. Applicant -Is application for final plat approval shall include, in addition to all the materials listed in Section 204.1 of the City Subdivision Regulations in effect on June 29, 2001, the following: a. The plans admitted as Exhibits 21, 45-49, and 81 in the record of the above -captioned matter. b. The "Tree Preservation Plan for Vermont National Country Club, 10 lot Subdivision in South Burlington, VT" dated May 13, 2003, prepared by Warren Spinner, and admitted as Exhibit 51 in the record of the above -captioned matter. c. The tree inventory and reports that were admitted as Exhibits 52 and 53 in the record of the above -captioned matter. d. For each lot, a tree preservation handbook, including definitions of all allowed activity on the lot and in the area of the project property beyond the lots, together with a copy of,the segment of the planting plan pertinent to each lot, gee Exhibits 45-49, and to the area of project property within the view shed of that lot. Each tree preservation handbook shall explain that the lots must remain wooded or become more wooded and that lot owners may not clear the lots to open up anyviews Page 2 of 4 SUTZEL, PAGE & FLETCHER* P(-'. ATTORNEYS AT 1AW 171 DATTMT STREET PC, BOX 1607 Br,-fa"GTOK, VMMONT 06402-1501 beyond what is allowed by the planting plan. Each hand book shall state that the lot owner(s) shall abide by the terms of the tree preservation handbook for his/her/their lot. 3. If the Development Review Board approves Applicant's application for final plat approval, Applicant shall record in the South Burlington Land Records a Notice of the following conditions: a. Applicant annually shall provide the City with certification from a qualified consulting arborist as to compliance with the tree preservation plan and the landscape planting plan on each lot as well as on the retained project property beyond the lots, specifically listing any areas of noncompliance. the b. Prior to implementation of any field changes to th tree preservation plan, Applicant shall notify the City Administrative officer and obtain a determination regarding the need for further application and approval. c. Applicant shall obtain approval from the Administrative officer prior to maintenance work on trees and underbrush located outside the clearing limits depicted on the plan admitted as Exhibit 21 in the record of the above -captioned matter. See paragraph 269 of Appellant's, proposed findings of fact and conclusions of law. Page 3 of 4 STI=, PAGE & FLETCHER, PC. ATTORNEYS AT LAW 171BATTMSTREET MHOST 1607 RMUNGTON, VMWONT OU024607 d. The lot owner (s) shall abide by the terms of the tree preservation handbook for his/her/their lot. e. All lights on the exterior of any building or on any of the lots shall be downcast and shielded fixtures. f. No additional street lighting may be installed without amendment of any approval of the final plat approval. 4. Pursuant to Section 204.1 of the Subdivision Regulations in effect on June 29, 2001, Applicant shall, within 12 months after this approval, submit an application for approval of the Final Subdivision Plat to the Administrative officer for review by the Development Re -view Board. SO ORDERED at Berlin, Vermont this day of September, 2009. Merideth Wright Presiding Judge son09-061 09-09-09 Judgment Order -jam.lit Page 4 of 4 l � FEAR CONSTRUCTION LAW, PLC William Alexander Fead, Esq. David Bond, Esq. Darren R. Misenko, Esq. fead@feadlaw.com bond@feadlaw.com misenko@feadlaw.com Direct: 802-922-9083 Direct: 802-922-9079 Direct: 802-922-9085 Admitted VT Admitted VT NY MA ME Admitted VT NY October 28, 2010 010Z $ 9 11 Raymond Belair, Administrative Officer City of South Burlington W 575 Dorset Street South Burlington, VT 05403 RE: Vermont National Country Club (Economou Farms Gulf Course) PUD Final Plat Application —Long Drive 10-Lot Subdivision Dear Mr. Belair: Enclosed for filing with the clerk of the Development Review Board please find the Notice of Appeal concerning the determination in your letter dated October 13, 2010 for the above matter. A check in the amount of $113.00 is enclosed to cover the filing fee for the Notice of Appeal. Please contact me if you have any questions concerning the enclosed documents. Thank you for your assistance in this matter. Very truly yours, Darren R. Misenko, Esq. Enclosure cc: David S. Marshall, P.E. — Civil Engineering Associates (via e-mail) James A. McDonald — JAM Golf, LLC (via e-mail) &.C.I.IF.NTS.JAM Golf 104,Long Drive Subdivision Draf&,101023 Ilr to City w Notice crAppeal,doc Mailing Address: P.O. Box 92, Williston, VT 05495 Street Address: 3000 Williston Road, Suite 2, South Burlington, VT 05403 Phone: 802-863-5808 0 Fax: 802-864-5143 Fead Construction Law, PLC THE MERCHANTS UNK 2791 P.O. Box 673 58-2ti 16 Burlington, VT 05402-0673 802.863 5808 10/27/2010 PAY TO THE ORDER OF City of South Burlington $-'113.00 One Hundred Thirteen and 00/100.....�.��**.*�*��*.*..,.**;�**��,*��* DOLLARS City of South Burlington 4 JAM Golf 104-13; Firing fee/Recording fee for Appeal p r — 11800 279 1mm 1:01 L6000 201: "m0 1®®o853y7is, 2�i' Feed Construction Law, PLC City of South Burlington 10/27/2010 2791 5100 - Case Related Expense JAM Golf/Long Dr Sub 104-13; Filing fee for appeal o 100.00 5100 Case Related Expense JAM Golf/Lon Dr Sub 104-13; Recording fee for a g 9 PP�ak o� 13.00 (a. Y%\tnt5?ui1rS cz1 u Merchants Checking JAM Golf 104-13; Filing fee/Recording fee for Ap 113.00 j i'0. soutthfil-ur.filigton PLANNING & ZONING Application #AO - — - NOTICE OF APPEAL All information requested below must be completed in full. Failure to provide the requested information on this notice will result in rejection of your application and delay in the review of the appeal before the Development Review Board. I understand: 0 the presentation procedures required by State Law (Section 4468 of the Planning & Development Act); • that the Development Review Board holds regular meetings twice a month; • that a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing on my appeal. o I agree to pay a fee of $113 to offset the cost of the hearing on my appeal. 1) NAME AND ADDRESS OF APPELLANT(S): JAM Golf, LLC, P. O. Box 132, Lyndon Center, VT 05850 2) LOCATION AND BRIEF DESCRIPTION OF PROPERTY AT ISSUE IN THIS APPEAL: Proposed "Long Drive" 10-lot subdivision easterly of Golf Course Road in. the Vermont National Country Club PUD. 3) WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? Rejection of thoved - see attached letter dated October 13, 2010. 4) WHAT PROVISIONS OF THE LAND DEVELOPMENT REGULATIONS ARE APPLICABLE TO THIS APPEAL, IF ANY? 2001 Subdivision Regulations 204.1, 204.2, 508, 514 and 203.1. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) WHAT RELIEF DO YOU WANT THE DEVELOPMENT REVIEW BOARD TO GRANT? Proceed with public hearing, review and approval of final subdivision application and plat. 6) WHY DO YOU BELIEVE THAT THE RELIEF REQUESTED IN NUMBER 5, ABOVE, IS PROPER UNDER THE CIRCUMSTANCES? See attachment. 7) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre -addressed envelopes. The city will add the return address). I hereby certify that all the information requested as part of this notice of appeal has been submitted and is accurate to the best of my kno edg'e» JAM GOLF, LLC By IGNATtJIIE OF APPELLANT .;2 DATE Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: D complete ❑ Incoi-nplete Administrative Officer Date 2 Appeal Form, Rev. 9-2010 OCTAgo RX RECEIVED 14 2018 . southburlington PLANNING & ZONING October 13, 2010 JAM Golf, LLC c/o David Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Dear Applicant: Paragraph 2 of the Environmental Court's V.R.C.P. 58 Judgment Order in Docket No. 69-3- 02 Vtec (hereinafter the "Order") required that your application for final plat approval shall include, in addition to the materials listed in Section 204.1 of the Subdivision Regulations effective January 4, 1999, the items listed in paragraph 2(a)-(d) of the Order. The Order required that you submit your complete application for approval of the Final Subdivision Plat no later than September 13, 2010. The items required by the following provisions of the Subdivision Regulations were not included in your application: Section 203.1 d) The names of all subdivisions immediately adjacent and the names of owners of record of adjacent acreage. e) The ... size of any existing sewers ... on the property or serving the property to be subdivided. q) The location of any temporary markers adequate to enable the Commission to locate readily and appraise the basic layout in the field. t) Base flood elevation data for proposed development that contains at least 50 units or 5 acres. Section 204.1(a) (1) Preliminary Plat data updated and accurate. See items listed for Section 203.1, above 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Revised/Updated version of ` Economou Farms Golf Course Plan - Southeast Parcel - Property of JAM Golf, LLC," last revised 3/2/1999 prepared by Civil Engineering Associates, Inc. recorded in Map Slide 341, South Burlington Land Records or other plan that depicts the proposed new boundaries of Golf Course Parcel F and Residential Parcel 2. In addition, the application did not include the required full-size, color Exhibits 21, 45-49 and 81. Your application includes 2010 revisions to Exhibits 21, 45-48 and 81 which are very difficult to read because they are black and white and contain a great deal of information. The application does not include Exhibit 49 with 2010 revisions or Sheet L-7, Landscaping Details. There may be additional required items that you failed to include in the application, which the City has not yet determined, so the above list is not necessarily exhaustive. I will notify you if I determine that other required application materials are missing from the application. Therefore, it is my determination that the application for final plat approval of the Long Drive Subdivision that you fled on September 10 and 13, 2010, was not complete. You may appeal this determination to the Development Review Board by filing a written notice of appeal (see enclosed) and the filing fee of $113.00 within fifteen (15) days of the date of this letter with the clerk of the Development Review Board at 575 Dorset Street, South Burlington, VT 05403. n o y, y and J. Belau• Officer ATTACHMENT NOTICE APPLICATION OF JAM GOLF, LLC LONG DRIVE SUBDIVISION 6) WHY DO YOU BELIEVE THAT THE RELIEF REQUESTED IN NUMBER 5, ABOVE, IS PROPER UNDER THE CIRCUMSTANCES? This matter is an Application for Final Site Plan approval (the "Application") under the 2001 Subdivision Ordinance and the law applicable at the time the application for preliminary site plan was submitted for consideration, December 2001. The Application for preliminary site plan approval was approved by Judgment of the Environmental Court dated September 11, 2009. By letter dated October 13, 2010, the City's Administrative Officer determined that the Application was not complete, and it appears that he is serving some gate -keeping function preventing the scheduling of the Application for hearing and consideration by the Development Review Board (the "DRB"). There are three reasons why the DRB should proceed with hearing and consideration of the Application: (1) a determination by the Administrative Officer that the Application is complete is not a prerequisite to hearing and consideration by the DRB; (2) the Application is complete, and (3) the Application should not be rejected for immaterial deviations from the requirements. Even if minor items in the Application are not complete, the Subdivision Regulations contemplate that any deviations can be corrected before the endorsement and recording of the final plat. Administrative Officer Determination of Completeness is not a prerequisite to hearing and determination by the DRB. Because this Application was filed under 2001 law and the 2001 Subdivision Regulations, the duties and authority of the Administrative Officer must be determined under the law applicable at that time, and not under the current law which was adopted by Amendment in VT. Sess. Laws 2003 Adj. Session, No. 115. The statutes do not vest the Administrative Officer with the power to determine whether an application is complete as a prerequisite to DRB consideration of a final plat application. Under the law in effect when this Application was first filed, the subdivision regulations were to set forth "the procedures, requirements and specifications for the submission, processing and design of plats." See former 24 V.S.A. § 4401, quoted in Historical and Statutory Note to 24 V.S.A. § 4401 (2010); and see former 24 V.S.A. § 4413, quoted in Historical and Statutory Note to 24 V.S.A. § 4413 (2010). The process for approval of plats was set out in former 24 V.S.A. §§ 4414, 4415, 4416, 4417 and 4420, each quoted in the Historical and Statutory Note to the current version of those sections. None of those sections either required or authorized a determination of completeness by the Administrative Officer as a condition before the DRB would schedule and conduct a hearing on a subdivision application. Rather, the statute simply provided: "Before any plat is approved a public hearing on such plat shall be held by the ATTACHMENT TO NOTICE OF APPEAL Page 2 of 4 LONG DRIVE SUBDIVISION planning commission or the development review board after public notice." See former 24 V.S.A. §§ 4414. The then existing section authorizing the appointment of an administrative officer did not give the officer that responsibility or authority either. See former 24 V.S.A. § 4442, quoted in the Historical and Statutory Note to 24 V.S.A. § 4442 (2010).1 The 2001 Subdivision Regulations do not a "determination of completeness" a prerequisite for DRB consideration either. Under Section 204.1 of the 2001 Subdivision Regulations, "[t]he subdivider shall, within 12 months after the approval of the Preliminary Plat, submit an application for approval of the Final Subdivision Plat to the Administrative Office." The requirements for a Final Plat and supporting documents are outlined in Section 204,1(a) and (b). Theme is no provision for a determination of completeness by the Administrative Officer. Section 204.2 continues, "[a] public hearing shall be held by the [DRB]2 after submission of the final subdivision plat, and all required information, to the Administrative Officer. ... The public hearing may be continued by the Planning Commission until it determines that all information has been presented and all positions have been heard." Again, no provision for a determination of completeness by the Administrative Officer. During the hearing and as part of its decision -making process it is common for the DRB to impose additional conditions or to request changes to the proposed final plat and accompanying documents. See Section 203.2 describing the DRB's power to do so. Only after the plat has been approved after hearing is there a provision for an Administrative Officer determination of completeness. Section 508 provides: "Endorsement shall not take place until all required plats, construction drawings and supporting documents have been submitted to the Administrative Officer and determined to be complete and accurate. If all required submissions are not determined to be complete and accurate within the 90 days period [allowed from the approval of the plat by the DRB], then subdivision approval shall be void and the application must be resubmitted for final plat approval."3 Thus the neither the statutes nor the subdivision regulations authorized the Administrative Officer to be a gatekeeper for access to a hearing by the DRB. The Application is complete. The Application was complete under the terns of the Subdivision Regulations. Each item highlighted by the Administrative Officer is addressed below: Section 203.1 — Preliminary Plat (Submittal requirements in supplementary to requirements outlined in Section 204.1 Final Plat Application) Section 203.1 is the section of the Subdivision Regulations setting out the requirements of the Preliminary Subdivision Plat. These are included in the requirements for the Final Plat application to a limited extent, in that Section 204.1 provides: ' Now 24 V.S.A. § 4448 (2010). 2 The 2001 Subdivision Regulations refer to the "Planning Commission" and the "Commission," but subsequently the City adopted bylaws providing for a Development Review Board which fulfills the role previously assigned to the Commission. 3 Although the issue is not relevant to this appeal, this provision of the regulations was itself an impermissible expansion of the governing statute, former 24 V.S.A. § 4416, which only required approval by the planning commission or development review board and did not interpose a review by the administrative officer. ATTACHMENT TO NOTICE OF APPEAL Page 3 of 4 LONG DRIVE SUBDIVISION a) Final Plat - The Subdivision Plat shall conform in all respects to the Preliminary Subdivision Plat as approved by the Commission and shall show:... (1) Preliminary Plat data updated and accurate. As is set out below, some of the items highlighted by the Administrative Officer were not on the "Preliminary Subdivision Plat approved by the [Environmental Court]." The Preliminary Plat was not deemed incomplete when it was filed without that information nor did the City ever contend the absence of that information was a basis for rejecting or modifying the Preliminary Subdivision Plat. Since these items were not on the approved Plat, "updating" the absent data was also not required. If desired by the City the information can be provided as part of the approval process for the Final Plat. The particular items highlighted by the Administrative Officer are as follows: d) The names of all subdivisions immediately adjacent and the names of owners of record of adjacent acreage. The names of the abutting subdivisions are shown on the location map on Sheet P-1 e) The ...size of any existing sewers... on the property or serving the property to be subdivided. There are no existing sewers on the property. Although the plat does not depict this information for existing sewers to which the proposed sewers would be attached, it was not on the Preliminary Plat approved by the Environmental Court, and therefore is not a requirement of the application for Final Plat approval. Applicant can add this information if the City requests it as part of the Final Plat.. q) The location of any temporary markers adequate to enable the Commission to locate readily and appraise the basic layout in the field. The trees depicted in the Application's extensive tree inventory serve as these markers. If something additional is required for the DRB's site visit, the Applicant will be happy to provide it. t) Base flood elevation data for proposed development that contains at least 50 units or 5 acres. There are no identified flood areas on the property. Please see attached plan. Therefore no base flood elevation is shown. The contours for the project are referenced to the National Geodetic Vertical Datum. This information is not depicted on the Preliminary Plat approved by the Environmental Court, and therefore is not a requirement of the application for Final Plat approval. Applicant can add this information if the City requests it as part of the Final Plat.. Section 204.1(a) (1) Preliminary Plat data updated and accurate. See discussion of items listed for Section 203.1, above.. Revised/Updated version of "Economou Farms Golf Course Plan -Southeast Parcel -Property of .IAM Golf, LLC" last revised 31211999 prepared by Civil Engineering Associates, Inc. recorded in Map Slide 341, South Burlington Land Records or other plan that depicts the proposed new boundaries of Golf Course Parcel F and Residential Parcel 2. The proposed new boundaries of Golf Course Parcel F and Residential Parcel 2 are shown on Sheet P-1, which also references the underlying plat recorded at Map Slide 341. The ATTACHMENT TO NOTICE OF APPEAL Page 4 of 4 LONG DRIVE SUBDIVISION filing of a revision of that underlying plat is not a clear requirement for the Application. The Environmental Court approved the application for Preliminary Subdivision Plat approval without such a revised plat., The City did not deem the Preliminary Plat application "incomplete" when it was filed without such a revision nor did the City ever contend the absence of the revision was a basis for rejecting or modifying the Preliminary Subdivision Plat. In addition, the application did not include the required fitll-size, color Exhibits 21, 45-49 and 81. Your application includes 2010 revisions to Exhibits 21, 45-48 and 81 which are very difficult to read because they are black and white and contain a great deal of information_ Full-size Exhibits 21, 45-49 and 81 were included in the Application, but they were black and white. Color plans in the 11 x17 format were provided as a courtesy. Section 204.1 does not require color plans. The court order which directed inclusion of these plans as part of the Application and approval does not mandate color plans., The full size black and white plans show all of the required information. The application does not include Exhibit 49 with 2010 revisions or Sheet L-7, Landscaping Details. Sheet L-6 (llxl7 format) represents the information within Exhibit 49. Sheet L-7 is not a mandated submittal. Even if the Application is incomplete, the DRB should consider the Application, allowing Applicant to amend the Application to address minor deviations from the requirements.. Even if the DRB concludes that the Application is incomplete for the reasons given by the Administrative Officer, the proper response is to allow the Applicant to amend the Application, not to refuse to hear the Application. The items themselves are minor. The Environmental Court approved the application for Preliminary Subdivision Plat approval without the information the Administrative Officer has deemed incomplete. Neither the Administrative Officer nor the DRB deemed the Preliminary Plat application "incomplete" when it was filed without that information. The City ever contended that the absence of the information was a basis for rejecting or modifying the Preliminary Subdivision Plat throughout the prior DRB process or even during the extensive Court proceeding. The Regulations contemplate that the DRB can require amendments and additions to a proposed final plat "as a result of further study of the subdivision...," Section 202.2, and the late discovery that the information provided is incomplete falls within that provision. Further, the Subdivision Regulations contemplate that deviations can be highlighted as a condition to final approval and corrected before the endorsement and recording of the final plat. See Sections 204.3 and 508. The subdivision regulations recognize that the process of applying for and approving subdivisions is a detailed process of give and take, review and consideration that allows flexibility for addressing and including all the details which an application presents. When an application is materially complete, the DRB can and usually does proceed with hearing and consideration of the application, requiring completion of missing information as a condition of plat approval. It should do so in this case, if it concludes that the Application is incomplete. WA VNCC •IR.0 VNCC VNCC APPROXIMATE SCALE BOO O 8Do FEET ZONE A' WJllIlWI NATIONAL FLOOD INSURANCE PROGRAM i FIRM II11 FLO00 INSURANCE RATE MA ZONE B CITY OF SOUTH BURLINGTON, VERMONT t;HITTENDEN COUNTY FANEL 5 Of 15 (SEE MAP. INDEX FOR PANELS NOT PNINTEW j [ :�—ZONE B PROJECT LOCATIOP COMMUNITY -PANEL NUMBER 500195 0005 0 EFFECTIVE DATE: MARCH 16, 1981 federal emergencymanagement agency federal insurance administration ,aeeam , uek dobk. Fu P ragbm flmE r ho d+[c bn mye FloaQ Irrurcnce cc. ibmopu ray From: Amanda Lafferty <ALafferty@firmspf.com> Sent: Friday, October 20, 2017 3:40 PM To: ray Cc: Paul Conner; Marla Keene Subject: RE: JAM Golf - Long Drive Subdivision Attachments: 01-12-09 Fead Itr to Court re signed stipulation.pdf; 08-24-09 Court Decision and Order.pdf; 09-11-09 VRCP 58 Judgment Order.pdf; 17-10-20 filing Stip VRCP 58 JO.pdf Hi, Ray, The answer to your question below is "yes." Paragraph 2 of the Stipulated V.R.C.P. 58 Judgment Order in this matter states: Appellant's appeal is REMANDED to the City Development Review Board for further proceedings under the South Burlington Zoning Regulations with amendments through April 16, 2001, the City of South Burlington Subdivision Regulations with amendments through January 4, 1999, and this Court's judgment order dated September 11, 2009 in Appeal of JAM Golf, LLC Docket No. 69-3-02 Vtec. Attached please find copies of the Stipulated V.R.C.P. 58 Judgment Order filed with the court today, and the judgment order entered September 11, 2009, referenced therein. The following is also relevant for the Development Review Board's review of the final plat application: The VSC has ruled that Section 26.151(g) of the Zoning Regulations is unconstitutionally vague and unenforceable. The VSC also acknowledged that municipalities may require that subdivisions conform to the Comprehensive Plan as the City did in Section 26.151(1), but reiterated that municipalities may not deny permission for a project when there is not a "specific policy set forth in the plan ... stated in language that is clear and unqualified, and creates no ambiguity." Because any provisions of the Plan that might have applied were deemed too ambiguous to be enforceable, the City may not require applicant to comply with Section 26.151(1). On remand, the parties agreed that the only remaining provisions at issue were Sections 26.151(h) and (i) of the Zoning Regulations and Sections 417(h) and (i) of the Subdivision Regulations. See the stipulation filed with the court by cover letter dated January 12, 2009, JAM GOLF MASTER PLAN — COi4SENT ORDER & DECREE AUGUST 2015 The attached is the JAM Golf Master Plan as approved by the Environmental Court in August 2015. FE, CONSTRUCTI L gA- WILLIAM ALEXANDER"SANDY'FEAD feAdWealliawcUln WILLIAM ALEXANDER DEAD DARREN R. MISENKO August 24, 2015 Amanda S. E. Lafferty, Esq. Stitzel Page & Fletcher 171 Battery Street PO Box 1507 Burlington, VT 05402-1507 alafferty@firmsvf com Re. Highland Development Company, LLC &JAM Golf, LLC Docket No. 194-10-03 Vtec Dear Amanda: RECEIVED A116 2 '1 2015 STITZEL, PAGE & FLETCHER, P.C. Enclosed is a copy of the executed TREEage Planting Agreement with Exhibit A signed by me as a representative of the Developers, as well as a copy of the Consent Order and Decree signed by me, a copy of the cover letter to the Court filing it with the Court, and a copy of the Amended Settlement Agreement, also signed by me. Thank you for your assistance and persistence in getting these Agreements wrapped up. VSry truly yours, liam DW: 8 WAF:deb Enclosures cc James A. McDonald (by einail) Fead, Esq. WWW,FEAOL.A;4V.DES M EAST O'LAKE HOUSE, SUITE 300 -1233 SHELBURNE: ROAD - SOUTH BURLINGTON, VERMONT OS403 PHONE 802.863.6808 FAX 802.73S.0318 TREEAGE PLANTING AGREEMENT This TREEage Planting Agreement (the "Agreement"), effective as of May 15, 2014, is by and between Highlands Development Company, LLC ("Highlands"), JAM Golf, LLC ("JAM") (collectively, the "Developers"), and the City of South Burlington, Vermont ("City") (the City and the Developers are referred to collectively as the "Parties"). WITNESSETH: WHEREAS, the Developers are the holders of permits and approvals for a multi- phase, mixed use planned unit development, which includes residential dwelling units, a golf course and a related clubhouse and other facilities on property located on Dorset Street, South Burlington, Vermont, known as the Vermont National Country Club (the "Project"); and WHEREAS, the Developers seek to construct a portion of the Project on a 6.91-acre, more or less, parcel of land at the northeasterly corner of the intersection of Dorset Street and Park Road, which parcel is currently part of the Wheeler Nature Park that is owned by the City and will be conveyed to JAM (the "Wheeler Parcel"); and WHEREAS, the City operates and maintains a tree nursery (the "TREEage Nursery"), which is located in part on both the northerly and southerly sides of the proposed future northerly boundary of the Wheeler Parcel; and WHEREAS, the TREEage Nursery is comprised of three, approximately two - hundred -foot (200') long planting rows with each row being roughly ten -twelve feet (10` 12') wide and containing trees that the City intends to plant as street trees; and WHEREAS, to accommodate JAM's development of the Project on the Wheeler Parcel, a portion of the City's TREEage Nursery will need to be relocated to the north; and WHEREAS, JAM has agreed to relocate the TREEage Nursery using its own employees, contractors, materials, tools and equipment; and WHEREAS, the City will allow JAM to relocate the TREEage Nursery as set forth below to accommodate the Project on the Wheeler Parcel. NOW THEREFORE, in consideration of the mutual covenants and agreements listed above and set forth below, the sufficiency of which is hereby acknowledged by each of the Parties and subject to the conditions set forth herein, the Parties agree as follows: 1. New Planting Rows. a. A plan depicting the general location of the new planting rows to be constructed and the existing planting rows to be removed is attached hereto as "Exhibit A" and is incorporated herein by reference. b. No later than May 19, 2014, Developers shall construct three new planting rows, depicted as planting rows D, E, and F on Exhibit A (each individually being "Planting Row _"), which planting rows shall be laid out in substantially the same east -west configuration and shall be substantially the same length as the existing planting rows depicted as Planting Rows A, B, and C on Exhibit A. c. Each of the three new planting rows, Planting Rows D, E, and F, shall be approximately six feet W) wide. Developers shall construct Planting Rows D, E, and F, so that the distance between each of Planting Row D, E, and F, and between Planting Rows C and D, is approximately twelve feet (12'). d. Upon completion of construction of Planting Rows D, E, and F, and upon removal of the two existing planting rows, Planting Rows A and B, as contemplated in this Agreement and by September 1, 2017, the TREEage Nursery will contain Planting Rows C, D, E and F, each being approximately six feet W) wide and twelve feet (12) apart. 2. Composition of New Planting Rows. Developers shall construct Planting Rows D, E and F, pursuant to the following additional specifications: a. Developers shall mow the meadow grass as close to ground level as is reasonably practicable. b. Developers shall cut the top three inches (31 of root mass in each planting row. C. Developers shall loosen the soil to a depth of eighteen inches (18") below the sod cut referenced in Paragraph 2(b) above by mechanical modification. d. Developers shall import three inches (3") of similar or lighter topsoil and rototill said imported topsoil into the existing soil to integrate the new topsoil and to eliminate existing soil sod clumps. e. Developers shall place a new, one -inch (1") HDPE drip irrigation distribution line from the distribution header. The City shall install associated drip feeder lines for each individual tree that will be placed in the new planting row pursuant to Paragraph 3, below. f. Upon placement of trees in the Planting Rows D, E and F, pursuant to Paragraph 3, below, the City shall add three inches (3") of wood chip mulch on top of each new row, which wood chip mulch shall be provided by the City. 2 3. Planting New Trees in New Planting Rows and Removal of Trees from the Existing Planting Rows. The planting schedule for new trees in Planting Rows D, E and F, and for removal of trees from Planting Rows A and B, of the TREEage Nursery shall be as follows: a. In late -May 2014, the City will receive new trees, which it shall plant in Planting Rows D, E and/or F. b. By July 1, 2014, the City shall remove all trees from Planting Row A. C. By June 1, 2015, the City shall remove all trees from Planting Row B, except for approximately thirty trees in the easterly -most section of Planting Row B, which trees were planted in the spring of 2013. Planting Row B will be the most southerly planting row containing trees in the TREEage Nursery as of approximately July 1, 2014. d. Regarding the approximately thirty trees located at the eastern end of Planting Row B, after June 1, 2015, either: 1. The City shall remove these trees by September 1, 2017; or 2. Developers, or their successors and assigns, may remove said trees after June 1, 2015, but before September 1, 2017, and prior to said removal, Developers, or their successors and assigns, shall notify the City Arborist fourteen days in advance of said removal and shall pay for the City's purchase of thirty-five new trees of the same variety and age, being by that time trees with at least one inch (1") caliper and approximately three years old. 4. Relocation of Mulch Pile. The City shall remove the existing mulch pile located at the eastern end of the Planting Rows A and B of the TREEage Nursery by July 1, 2014. 5. Removal of Planting Rows A and B of the TREEage Nursery. Upon removal of all trees from Planting Row A by the City and from Planting Row B by the City or the Developers, the City shall cease its use of said planting rows, which cessation shall occur for Planting Row A by July 1, 2014, and for Planting Row B no later than September 1, 2017. 6. Access Drives. Upon the City's cessation of the use of Planting Rows A and B pursuant to Paragraph 5 above, Developers, or their successors and assigns, shall construct a twelve -foot (12') wide stabilized access drive comprised of fifteen inches (15") of crushed stone over a filter fabric to access the TREEage Nursery, depicted on Exhibit A as "New 12' Wide Stabilized Access Road," from a shared access drive that will be located in the northwesterly corner of the Wheeler Parcel, depicted as "Proposed 10' Paved Shared Access From Future Road to Recreation Path" on Exhibit A. Said latter access drive within the Wheeler Parcel is proposed to be ten feet (10') wide, paved and will serve as a connection from the Wheeler Parcel's proposed loop road both to the existing recreation path that runs roughly parallel to and easterly of Dorset Street and to the TREEage Nursery; provided, however, that the exact location of said access drive shall be determined by the City and Developers, or their respective successors and assigns, during the planned unit development and site plan review process for the Wheeler Parcel. The "New 12' Wide Stabilized Access Road" to the TREEage Nursery shall be constructed so that it is southerly of and roughly parallel to Planting Row C, but its easterly end shall terminate approximately sixty feet (60') westerly of the easterly terminus of Planting Row C so as to not interfere with the existing holding bed for planting stock, all as depicted on Exhibit A. 7. Temporary Access During Construction on the Wheeler Parcel. Prior to the construction of the access drives described in Paragraph 6 above, Developers or their successors and assigns shall provide a right of access at reasonable times to the City or its agents from Park Road through the Wheeler Parcel to the TREEage Nursery. The City's right of access shall not unreasonably interfere with Developers' construction activities on the Wheeler Parcel, and the City will seek Developers' or their agents', successors' and assigns' advanced consent prior to accessing the TREEage Nursery through the Wheeler Parcel, which consent shall not be unreasonably withheld. Said temporary access right shall expire upon completion of construction of the access drives described in Paragraph 6 above. 8. Construction Limits. Developers, their successors and assigns, hereby agree that unless the City arborist consents in writing in advance, they shall not undertake any construction activities other than installation of landscaping for the Project within fifty feet of any planting row in the TREEage Nursery until said planting row has been taken out of service as described in Paragraph 5, above.. 9. Zoning Permit for the Project on the Wheeler Parcel. Developers, their successors and assigns, hereby agree that the City shall not issue a Zoning Permit for any building in the Project on the Wheeler Parcel that is located within seventy feet (70') of any planting row of the TREEage Nursery until the City ceases to use Planting Row B, as provided in Paragraph 5, above. 10. Time is of the Essence. The Parties acknowledge that time is of the essence in the Parties' compliance with the terms of this Agreement. Accordingly, Developers and the City each expressly agree that in any instance where their respective cooperation, action and/or approval is required pursuant to this Agreement, such cooperation, action and/or approval will not be unreasonably withheld or delayed. 11. Sole Agreement. This Agreement, including any Exhibits hereto, constitutes the sole and entire agreement between Developers and the City in regard to the subject matter of this Agreement with the exception of an Agreement Among the City of South Burlington, Highlands Development Company, LLC and JAM Golf, LLC, dated February 28, 2013, and as amended. Except for said February 28, 2013 Agreement and any amendments thereto, any and all prior or contemporaneous promises, representations, agreements or understandings, whether oral or written, between the parties related to the subject matter of this Agreement are expressly merged herein and superseded and terminated hereby. This Agreement may only be modified by a written instrument signed by the Parties hereto or their duly authorized representatives. 12. Governing Law; Mediation. The formation, interpretation and performance of this Agreement shall be governed by the laws of the State of Vermont, and to the extent allowed by law, the Vermont Superior Court, Civil Division, Chittenden Unit shall be the venue chosen by the Parties in the event that any Party seeks to enforce the terms of this Agreement. Furthermore, the compliance of each of the Parties with the terms of this Agreement shall be specifically enforceable by the Vermont Superior Court, Civil Division, Chittenden Unit, and the Parties hereto expressly subject themselves and this Agreement to the jurisdiction of that court. The Parties hereto agree, in the event of any dispute, to request nonbinding mediation substantially in accordance with Rule 16.3 of the Vermont Rules of Civil Procedure prior to commencing any suit or action to enforce or that otherwise pertains or relates to this Agreement. The Parties shall share equally all costs of such mediation. 13. Successor and Assigns. This Agreement shall be binding upon, shall inure to the benefit of, and shall be enforceable by any successors or assigns of the Parties. Each Developer shall have the right to assign any of its rights under this Agreement, subject to the duties and burdens imposed by this Agreement upon the exercise of such right, provided the assignor Developer, its successors and assigns, provides written notice of such assignment to the City. 14. Enforceability. If any provision of this Agreement shall be determined to be invalid or unenforceable, it shall be interpreted to the maximum extent feasible so as to avoid such invalidity or unenforceability. If such interpretation is not possible, if the provision is a material provision of this Agreement, then unless the parties agree in writing otherwise, this Agreement shall be deemed null and void; provided, however, that the Parties have engaged in mediation substantially as described in Paragraph 12 above, to attempt to resolve any differences regarding any invalid or unenforceable provision. 15. Representations. The undersigned, by voluntarily affixing their signatures hereto, hereby represent and acknowledge that they are fully authorized to execute this Agreement on behalf of the party indicated, and further acknowledge that they have fully read and fully understand this Agreement and that upon and after consultation with their legal counsel, they consent and agree to each and all of its provisions. 16. Counterparts. This Agreement may be executed in counterparts and shall be effective upon the date of the last party affixing its signature hereto. 17. No Waiver. No failure to exercise, and no delay in exercising any right, power or remedy hereunder or under any document delivered pursuant hereto shall impair any right, power or remedy which the Parties hereto may have, nor shall any such delay be construed to be a waiver of any of such rights, powers or remedies, or an acquiescence in any breach or default under this Agreement, nor shall any waiver of any breach or default of any party hereunder be deemed a waiver of any default or breach subsequently occurring. 18. Attorneys' Fees. The Parties understand and agree that each party shall bear its own attorneys' fees, costs, and expenses related to, incurred in connection with, or arising from a dispute among the Parties regarding this Agreement, any mediation pursuant to this Agreement or the enforcement or interpretation of rights under this Agreement. 19. Interpretation Presumption. This Agreement has been negotiated by the Parties hereto. The Parties represent and warrant to one another that each has individually, or through legal counsel, actively participated in the finalization of this Agreement, and in the event of a dispute concerning the interpretation of this Agreement, each of the Parties hereby waives the doctrine that an ambiguity should be interpreted against the party which has drafted the document. 20. Sufficiency of Consideration. Each of the Parties acknowledge they have received good and satisfactory consideration for the agreements contained herein, and the Parties agree that the consideration recited in this Agreement shall be a complete bar to any subsequent action or proceeding to set aside or vacate this Agreement because of a mistake in fact or otherwise. 21. Headings. Section headings are for convenience of reference only and shall in no way affect the interpretation of this Agreement. 22. Waiver of Jury Trial. TO THE EXTENT ALLOWED BY LAW, THE PARTIES HERETO WAIVE ALL RIGHTS TO TRIAL BY JURY IN ANY ACTION, SUIT, OR PROCEEDING BROUGHT TO INTERPRET OR ENFORCE THIS AGREEMENT. This waiver shall not apply to any future litigation between the Developers and the City relating to any other matter. [End of text. Signatures follow.] C. CITY OF SOUTH BURLINGTON, VERMONT BY: Pat Nowak, City Council Chair and Date its Duly Authorized Agent BY: MW HIGHLANDS DEVELOPMENT COMPANY, LLC its Duly Authorized Agent JAM GOLF LLC 'v -James--A.-McDonai&,/� 1?j,,4/4v11141fY- its Duly Authorized Agent sonl 5-006 TREEage Planting Agreement agr Date Date l4ore-,j';Y' F E .Ap CONS Q N Sl'Ft t} CTI0}{ Lgy1(. East Make House Suite 300 1233 Shelburne Road South Burlington, VT 05403 802.363,5=3 Phone 802.735.031E Fax WMNN. FEAOW"tV MM THE HIGHLANDS AT THE VERMONT NATIONAL COUNTRY CLUB HIGHLANDS DEVELOPMENT COMPANY, LLC APPOINTMENT OF AGENT AND POWER OF ATTORNEY Ili OW ALL MEN BY THESE PRESENTS that James A. McDonald, manager of Highlands Development Company, LLC, a Vermont limited liability company with principal offices in Lyndon Center, Vermont, does hereby make, constitute and appoint William Alexander Fead of the City of South Burlington, County of Chittenden and State of Vermont, as its true and lawful agent and attorney -in -fact, for it, and in its name, place and stead, to execute and deliver purchase and sale contracts, deeds, easements, rights -of -way, irrevocable offers of dedication, transfer tax returns, land gains tax returns, closing statements, and other such other and further instruments and documents deemed necessary or desirable to convey easements and lots in the Highlands at the Vermont National Country Club development in South Burlington, Vermont, owne by Highlands Development Company, LLC, and to execute and deliver any documents or instruments deemed necessary or desirable to implement or amend that certain Settlement Agreemer among the City of South Burlington, Highlands Development Company, LLC and JAM Golf, LLC dated February 28, 2013 and related Consent Order, including any amendments to them, and to execute and deliver a certain TREEage Agreement with the City of South Burlington. Said agent and attorney -in -fact is also authorized to discharge any mortgages, in whole or in part and, in the name of Highlands Development Company, LLC, to make, execute, acknowledge and deliver such other and further instruments as may be necessary to effect such full or partial discharge. The undersigned hereby ratifies and confirms whatsoever said agent and attorney -in -fact ma` do by virtue of the powers herein conferred. This Appointment of Agent and Power of Attorney is granted without power of substitution or delegation. Any person shall be authorized to act by a photocopy of this Appointment of Agent and Power of Attorney, and no person shall be liable solely for the failure to demand production of an original hereof. This Appointment of Agent and Power of Attorney shall not be affected by the subsequent disability or incapacity of the James A. McDonald or other members or managers of Highlands Development Company, LLC. This Appointment of Agent and Power of Attorney shall become effective on the date James A. McDonald signs this instrument and shall expire and be of no further force and effect after Augus 31, 2015. The expiration of this Appointment of Agent and Power of Attorney at the end of the specified term shall not affect the validity of any action taken by the Agent pursuant to this power while this power of attorney was in effect. IN WITNESS WHEREOF, the undersigned has caused this 4ppo,Rtment of Agent and ?ower of Attorney to be executed in its name this ay of 2015. HIGHL S DEVELOPMENT COMPANY, LLC By. d Ja s A. McDonald, Manager r lighiands Appointment of Agent and Power of Attorney to Fead 6117115-8131/15 Page 1 of 2 Affirmation by Witness I, �gc2:),A t /�, witnessed the signature of this Appointment of Agent and Pow of Attorney by James A. McDonald, and I affirm that he appeared to me to be of sound mind, was n under duress, and he affirmed to me that he was aware of the nature of this Appointment of Agent and Power of Attorney and signed it freely and voluntarily. WITNESS Print Name: ,�✓��� i2'rea.�LL� jam^ STATE OF ERMONT ���. COUNTY, SS. t� , in said County and State, this day of 2015, personally appeared James A. McDonald, to me known to be the Manager of High nds Development Company, LLC, and he acknowledged this instrument, by hire signed an( sealed, to be his free act and deed, and the free act and deed of Highlands Development Company, LLC. Before me, ice' My commission expire:!] 2/10/2019 Acceptance by Agent The undersigned, Agent, executes this instrument, and by such execution does hereby affirm that he: (A) accepts the appointment as agent; (E) understands the duties under the Appointment of Agent and Power of Attorney and under the law; (C) understands that Agent has a duty to act if expressly required to do so in the Appointment of Agent and Power of Attorney consistent with 14 V.S.A. §3506(c); and (D) acknowledges the additional duties of the Agent set forth in 14 V.S.A §3505. FEAD J _ I Date - East O'Lake House Suite 300 =33 Shelb." Road South Burlington, VT OS403 802.869.5808 Phone $02.735.0318 F- 'NINVV FEADLIVIV.CCIM AGENT William Alexander Fead Ifighlands Appointment of Agent and Power of Attorney to Fead 6/17/154/31115 Page 2 of 2 F• E C O N STRUC'T't Q�[� t. _!�. East O'Lake House Suite 300 1233 Shelburne Road South BudinBton, VT 05403 802.363.5908 Phone 802.735.0318 Fax W WW.F6AL')L4W_C0N1 TIDE VERMONT NATIONAL COUNTRY CLUB JAM Golf, LLC APPOINTMENT OF AGENT AND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS that James A. McDonald, manager of JAM Golf, LLC, a Vermont limited liability company with principal offices in Lyndon Center, Vermont, does hereby make, constitute and appoint William Alexander Fead of the City of South Burlington, County of Chittenden and State of Vermont, as its true and lawful agent and attorney - in -fact, for it, and in its name, place and stead, to execute and deliver deeds, easements, rights -of - way, irrevocable offers of dedication, transfer tax returns, land gains tax returns, closing statements, and other such other and further instruments and documents deemed necessary or desirable to convey easements and lots in The Vermont National Country Club development in South Burlington, Vermont, owned by JAM Golf, LLC and to execute and deliver any documents or instruments deemed necessary or desirable to implement or amend that certain Settlement Agreement among the City of South Burlington, Highlands Development Company, LLC and JAM Golf, LLC dated February 28, 2013 and related Consent Order, including any amendments to them. Said agent and attorney -in -fact is also authorized to discharge any mortgages, in whole or in part and, in the name of JAM Golf, LLC, to make, execute, acknowledge and deliver such other and further instruments as may be necessary to effect such full or partial discharge. The undersigned hereby ratifies and confirms whatsoever said agent and attorney -in -fact may do by virtue of the powers herein conferred. This Appointment of Agent and Power of Attorney is granted without power of substitution. Any person shall be authorized to act by a photocopy of this Appointment of Agent and Power of Attorney, and no person shall be liable solely for the failure to demand production of an original hereof. This Appointment of Agent and Power of Attorney shall not be affected by the subsequent disability or incapacity of the James A. McDonald or other members or managers of JAM Golf, LLC. This Appointment of Agent and Power of Attorney shall become effective on the date James A. McDonald signs this instrument and shall expire and be of no further force and effect after August 31, 2015. The expiration of this Appointment of Agent and Power of Attorney at the end of the specified term shall not affect the validity of any action taken by the Agent pursuant to this power while this power of attorney was in effect. IN WITNESS WHEREOF, the undersigned h caused this Appointment of Agent and Power of Attorney to be executed in its name this / Fday oUwm, 2015. IN THE PRESENCE OF: JA;.es LLC By: Witness A. McDonald, Manager 'tint name: , ,;. _ / n�a �� AM Golf, ,LLC Appointment of Agent and Power of Attorney to Fead — 6117115-5/31/15 Page 1 of 2 F'EAO CONSTRU17 TI�ON East O'Lake House Suite 300 1233 Shelburne Road South 3urlington, Vr M403 302.363.5809 Phone 802.735.0313 Fax "AWN �. EAQU\W cnki Affirmation by Witness I, ZZ�/ � D, ,r„L , witnessed the signature of this Appointment of Agent and Power of Attorney by James A. McDonald, and i affirm that he appeared to me to be of sound mind, was not under duress, and he affirmed to me that he was aware of the nature of this Appointment of Agent and Power of Attomey and signed it freely and voluntarily. WITNESS Print Name: L ,. �zL State of Vermont Caledonia County, ss At L,yndonville, in said County and State, this day of'. &2015, personally appeared James A. McDonald, to me known to be the manager of JAM Golf, LLC, and he acknowledged this instrument, by him signed and sealed, to be hi fr act and deed, and the free ac/;t end deed of JAM Golf, LLC. � 7 //1/ � i / Before me, lc My commission exp jes: 2/10/2019 Acceptance by Agent The undersigned, Agent, executes this instrument, and by such execution does hereby affirm that he: (A) accepts the appointment as agent; (B) understands the duties under the Appointment of Agent and Power of Attorney and under the law; (C) understands that Agent has a duty to act if expressly required to do so in the Appointment of Agent and Power of Attorney consistent with 14 V.S.A. §3506(c); and (D) acknowledges the additional duties of the Agent set forth in 14 V.S.A §3505. AGENT Date: William Alex er Fead JAM Golf, LLC C Appointment of Agent and Power of Attorney to Fead — 6/97/15-8/31/15 .Page 2 of 2 EXHIBIT A PROPOSED TREE -AGE FACILITY MODIFICATIONS JUNE 16, 2015 WILLIAM ALEXANDER FEAD FE DARREN R. MISENKO CONSTRUCTI ZU -1 LRA- WILLIAM ALEXANDER"SANDY" FEAD August 24, 2015 Jacalyn M. Fletcher Court Manager Vermont Superior Court Environmental Division 32 Cherry Street Second Floor, Suite 303 Burlington, VT 05401 Re: Highlands Development Company, LLC & JAM Golf, LLC Docket No. 194-10-03 Vrec Dear Jackie: I am pleased to enclose for the Judge's review and signature, if appropriate, an Amended Consent Order and Decree in the above matter, with an attached Amended Settlement Agreement in this case. If the Judge finds everything in order, please ask him to sign the Order and return it to Attorney Lafferty and myself. If you have any questions, please give me a call. Very truly yours, Wi iammn Al ender Fead, Esq. WAF: Enclosures Amanda S. E. Lafferty, Esq. (by email) James A. McDonald (by email) WWW,FEAOLAVV_COm EAST O'LAKE HOUSE, SUITE 300 -1233 SHELSURNE ROAD - SOUTH BURLINGTON, VERMONT OS403 PHONE 802.863,S808 FAX 802.73S.0318 s STATE OF VERIMONT SUPERIOR COURT HIGHLAND DEV. CO, LLC & JAM GOLF LLC ENVIRONMENTAL DIVISION DOCKET NO. 194-10-03 Vtec AMENDED CONSENT ORDER AND DECREE NOW COME Highlands Development Company, LLC ("Highlands") and JAM Golf, LLC ("JAM") (collectively the "Developers" or "Applicants"), by and through their attorneys, Fead Construction Law, PLC, and the City of South Burlington, Vermont, ("City"), by and through its attorneys, Stitzel, Page & Fletcher, P. C., (the City and the Developers are referred to collectively as the "Parties"), and hereby stipulate and agree that the Court may enter the following order: The above -captioned matter involves an appeal of a decision of the City of South Burlington Development Review Board in application #MP-03-01, dated September 25, 2003, brought pursuant to 24 V.S.A. § 4471. The Parties have agreed to a mutual resolution of the above - captioned appeal, which settlement is memorialized in a documented entitled, "AMENDED AGREEMENT AMONG THE CITY OF SOUTH BURLINGTON, HIGHLANDS DEVELOPMENT COMPANY, LLC AND JAM GOLF, LLC" and dated August , 2015 ("Amended Agreement"). The Amended Agreement is attached hereto and incorporated into this Amended Consent Order and Decree by reference and shall be enforceable in the same manner as an Order of this Court. Developers may refile this Appeal and complete the trial that was suspended for settlement negotiations, should the City not adopt amendments to the Land Development Regulations as required by Paragraph 6 of the Amended Agreement. In accordance with the terms and conditions of the Amended Agreement and this Amended Consent Order and Decree, the Master Plan, Exhibit B to the Amended Agreement, is hereby APPROVED. To effectuate the Amended Agreement and this Amended Consent Order and Decree, the decision of the South Burlington Development Review Board, #MP-03-01, dated September 25, 2003, is hereby amended and restated as follows: Findings of Fact and Decision, #MP-03-01 of the Highlands Residential Development for Master Plan Approval for the 435.37-acre Vermont National Country Club property, 1227 Dorset Street, for a Planned Unit Development consisting of 354 residential dwelling units, a clubhouse, and an 18-hole golf course. The Applicants seek approval of a Master Plan pursuant to Section 15.07 of the South Burlington Land Development Regulations for the property known as the Vermont National Country Club or "VNCC," portions of which have previously been approved for development. Master Plan approval for this property is required by Section 15.07(B)(1) of the South Burlington Land Development Regulations ("LDR") as a prerequisite to the development of ten (10) or more residential units in the Southeast Quadrant Zoning District (SEQ). Pursuant to Section 15.02(A)(4) of the LDR, a master plan shall be a binding sub- part of a PUD approval and shall not be construed as a separate land development review procedure from the PUD procedures set forth in Article 15 of the LDR. I. FINDINGS OF FACT The Court, acting as the Development Review Board ("DRB"), makes the following findings of fact: a. Application i. This application consists of a master plan for a previously approved, partially completed Planned Unit Development ("PUD") on approximately 435.68 acres known as the Vermont National Country Club ("VNCC PUD" or the "Property") in the Southeast Quadrant District. ii. The application is based on a plan entitled "Vermont National Country Club, South Burlington, Vermont Master Plan," prepared by Civil Engineering Associates, Inc., dated JAN., 2013, last revised 7.8.15. iii. The "owners of record" of the Property for purposes of this application are JAM Golf, LLC and Highlands Development Company, LLC. b. Prior Approvals i. Any prior preliminary plat approvals pertaining to a portion or portions of the VNCC PUD that are not explicitly incorporated into this decision or have not been separately approved by the DRB or this Court are hereby superseded pursuant to § 15.07 of the LDR. ii. Applicants initially made this application concurrently with applications 4SD-03- 24, -25, -26, and -27, for which separate findings of fact have been issued. These findings of fact are incorporated into this Master Plan approval by reference. c. Master Plan Application consists of: i. The above -referenced Master Plan, which includes the following information: ii. The previously approved PUD consisted of approximately 450 acres. Applicants propose to remove from the PUD approximately 21.88 acres of land along the existing eastern boundary of the VNCC PUD and convey them to the City. Applicants also propose to add to the VNCC PUD approximately 7.25 acres of land that is east of Dorset Street and northerly and southerly of Park Road that is to be conveyed to the Applicants. The combined area of the VNCC PUD subject to the Master Plan is approximately 43 5.3 7 acres. iii. The Master Plan proposes thirteen Project Areas, or development areas, not including the Clubhouse Facility. iv. Public amenities and facilities indicated on the plans are the recreation path and the golf course. V. The maximum impervious coverage proposed for the Property is 15% (30% permitted). The maximum building coverage proposed for the Property is 7% (15% permitted). vi. A maximum of 1.2 units per acre is permitted in the Southeast Quadrant District. The maximum development density for the Property, based on 435.37 acres of land, is 522 dwelling units. The total number of residential dwelling units 2 proposed by the Applicants for the VNCC PUD is 354, which results in a density of approximately .813 units per acre. vii. The traffic study submitted by Applicants predicts a maximum PM peak hour VTE count of 350. viii. The master plan depicts all necessary infrastructure and locations. ix. The master plan contains sufficient roadway detail. X. The master plan depicts sufficient contour lines. xi. Specific waivers fiom the LDR will be evaluated with subsequent preliminary plat applications for each proposed development area. d. Proposed Development Areas in the proposed Master Plan. i. The Master Plan application for 13 development areas includes seven (7) development areas for which there was no existing, valid City preliminary plat approval at the time Applicants initially submitted the master plan application. Two of these areas, Water Tower and Old School House Road, have received separate Findings of Fact for their respective preliminary plat applications, which as noted above, are incorporated into these Findings by reference. Since the Applicants initially submitted the master plan application, these two development areas have received final plat approval. The proposed development areas are as follows: Development Areas I. Approved at time that Developers submitted Master Plan application in 2003 II. Master Plan Net Unit Difference between Columns 1. and 11. Old School House Road 11 15 4 Holbrook Road and Tabor Place 26 26 0 Fairway Drive 36 36 0 Economou Farm Road 23 23 0 Golf Course and Park Roads 117 118 1 Four Sisters Road 37 37 0 Lots 39-42 4 4 0 Water Tower 4 9 5 Clubhouse 4 11 7 Park Road 2 15 13 Lot 108 0 18 18 Lon Drive Subdivision n/a 10 10 Wheeler Parcel n/a 32 32 Unit Totals 264 354 90 3 II. CONCLUSIONS OF LAW A. Evaluation of Compliance with Section 15.18(A)(1) through (3) § 15.18(A)(1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The VNCC PUD holds a valid water and wastewater allocation for a sufficient capacity to serve all proposed development. Planned improvements to the SEQ's water supply by the City are sufficient to ensure water supply and wastewater disposal capacity. § 15.18(A)(2) Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. Individual preliminary plat applications will be evaluated for conformance with this criterion and the provisions of Article 16, Construction and Erosion Control. § 15.18(A)(3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making the finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. There may continue to be site -specific access and circulation issues, particularly related to fire protection. These are best addressed during preliminary plat review for individual development areas. B. Evaluation of Compliance with Section 15.18(A)(4) through (6), and (10) § 15.18(A)(4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. § 15.18(A)(5) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. M § 15.18(A)(6) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/to stream buffer areas. § 15.18(A)(10) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed master plan layout meets these criteria. Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. C. Evaluation of Compliance with Section 15.18(A)(7) through (9) § 15.18(A)(7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not limited to, minimum distances between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. § 15.18(A)(8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. § 15.18(A)(9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the application related to maintenance that has been approved by the City Council. The master plan proposes few substantial changes to the roadway and infrastructure layout that has been proposed since 1995. Any site -specific concerns related to fire protection will be addressed with the Fire Chief during preliminary plat reviews. D. Evaluation of Compliance with Section 15.18(B)(1) through (4) §15.18(B)(1) Open space and development areas shall be located so as to maximize the aesthetic values of the property in keeping with the Comprehensive Plan goal of preserving and enhancing the open character, natural areas, and scenic views of the Quadrant, while allowing carefully planned development. § 15.18(B)(2) Buildings lots, streets and other structures shall be located in a manner that maximizes the protection of the open character, natural areas, and scenic views of the Quadrant identified in the Comprehensive Plan, while allowing carefully planned development at the overall base densities provided in these Regulations. 5 §15.18(B)(3) Existing natural resources on each site shall be protected through the development plan, including streams, wetlands, floodplains, wildlife habitat and corridors including those areas identified in the South Burlington Open Space Strategy, and special natural and/or geologic features such as mature forests, headwaters areas, and prominent ridges. § 15.18(B)(4) Consistent with (1) through (3) above, dedicated open spaces shall be designed and located to maximize the potential for combination with other open spaces on adjacent properties. The proposed master plan layout meets these criteria. Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. E. Evaluation of Compliance with Section 15.18(B)(5) through (7) § 15.18(B)(5) The conservation of existing agricultural production values on lands in the SEQ is encouraged through development planning that avoids impacts on prime agricultural soils as defined in the South Burlington Open Space Strategy and provides buffer areas between existing agricultural operations and new development, roads, and infrastructure. Continuation of agriculture is not an issue for this proposal. § 15.18(B)(6) A plan for the proposed open spaces and/or natural areas shall be established by the applicant describing the intended use and maintenance of each area. Continuance of agricultural uses or enhancement of wildlife habitat values in such plans for use and maintenance is encouraged. Applicants propose to remove from the VNCC PUD and convey to the City 21.88 acres of land that the City will maintain. Otherwise, the proposed master plan does not propose any areas to be "perpetually open." Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. In addition, any future proposal to amend or alter the Master Plan or portions of it must comply with the City of South Burlington Land Development Regulations then in effect. § 15.18(B)(7) In the absence of a specific finding by the DRB that an alternative location and/or provision is approved for a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. 0 Pursuant to 24 V.S.A. § 4421(2), upon recording of the final plats in connection with the land exchange described in Paragraphs 1 and 13 of the Amended Agreement, the Official Map is modified without need for further action and upon such modification, the proposed Master Plan will conform with the Official Map. III. DECISION and CONDITIONS Based on the above Findings of Fact and Conclusions of Law, Master Plan application 4MP-03- 01 for 354 residential units, a clubhouse and an 18-hole golf course on 435.37 acres is APPROVED, with the following conditions. A. Approval of a Master Plan Pursuant to Section 15.07(D)(1), the thirteen development areas, not including the Clubhouse Facility, depicted on the Master Plan each have a suitable maximum residential density, in terms of a number of units that can be reasonably accommodated within the boundaries of the development areas approved in this decision. Pursuant to Section 15.07(D)(2), the following table specifies the levels of review to be required for subsequent modifications of any of the approved fourteen development areas: Development Areas Master Plan Status Level of Review Controlling Approved for Subsequent Permit Units Permits Clubhouse Facility n/a Constructed Site Plan Review SD-02-77 Only for changes and amendments Old School House Road 15 Built out ZP for SD-03-24 modifications to & 26 houses Holbrook Road and 26 Built out ZP for SD-02-61 & - Tabor Place modifications to 81 houses Fairway Drive 36 Built out ZP for SD-02-61 modifications to &- 81 houses Economou Farm Road 23 Built out ZP for SD-00-58 modifications to houses Golf Course and 118 Under construction ZP for new SD-02-76 & Park Roads construction or SD-01-64 modifications to houses Four Sisters Road 37 Built out ZP for SD-00-06 modifications to houses Lots 39-42 4 Built out ZP for Approved by modifications to Decision houses dated April 15. 1997 7 Water Tower 9 Built out ZP for SD-03-25 modifications to & -27 houses Clubhouse 11 Conceptual/master Proceed to MP-03-01 plan preliminary plat fior u to 11 units Park Road 15 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 15 units Lot 108 18 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 18 units Long Drive Subdivision 10 Preliminary plat Proceed to final approved by V.R.C.P. plat for up to 10 58 Judgment Order units as provided entered September 11, in Paragraphs 2009, in Docket No. Ta and 11 of the 69-3-02 Vtec Amended Agreement Wheeler Parcel 32 Conceptuallmaster Proceed to MP-03-01 plan preliminary plat for u to 32 units Unit Totals 354 B. Master Plan Criteria Umbrella Criteria The Court, acting as the Development Review Board, approves the following Master Plan "umbrella criteria" pursuant to § 15.07(D)(3) and (6): 1. Overall density and number of residential dwelling units: A maximum number of 354 residential dwelling units are approved for the subject 435.37-acre Planned Unit Development. This number of residential dwelling units in this PUD results in an approved maximum density of .813 units per acre. 2. Building and impervious coverage: A total building coverage of 7% and a total impervious coverage of 15% are approved for the VNCC PUD. These are overall limits for the entire VNCC PUD subject to this approval. Within individual development areas as described and approved in this application, these overall limits may be exceeded provided the applicable SEQ zoning district limitations of fifteen percent (15%) for buildings and thirty percent (30%) overall are met. 3. Location, layout, capacity and number of collector roadways: The collector roadway system is approved as shown on the Master Plan. 4. Land development proposed in any area previously identified as permanent open space in the approved Master Plan application: Applicants do not propose any permanent open space as part of this Master Plan application. However, the Master Plan application complies with Sections 15.18(A)(6), (B)(1)-(4). 5. Maximum number of vehicle trip ends: A maximum of 350 PM peak hour trip ends from all approved residential and non-residential uses is approved for the VNCC PUD. C. Decision with Respect to Individual Development Areas that were Approved Previously The prior positive findings of fact and conclusions regarding the ten previously approved development areas are AFFIRMED: the Clubhouse Facility, Holbrook Road and Tabor Place, Fairway Drive, Economou Farm Road, Golf Course and Park Roads, Four Sisters Road, Lots 39-42, Old School House Road, Water Tower and Long Drive Subdivision. Modification of these areas is subject to review under the terms of this Master Plan approval and all applicable City regulations. D. Decision with Respect to the Individual Development Areas that are Proposed to be Modified The following development areas that have been approved previously and which Applicants propose to modify in conjunction with this Master Plan application are APPROVED: 1. Clubhouse: This development area is suitable for development and is approved for a maximum of eleven (11) residential dwelling units in structures consisting of 1-4 dwelling units. 2. Golf Course and Park Roads: In order to correct and/or clarify the number of single family dwelling units allowed in this development area, the label on the Master Plan for this development area has been modified to state that the total number of single family dwelling units is 32, and the Lot Summary chart on the Master Plan has been modified to state that the total number of single family dwelling units in this development area is 32. The resulting Single House Lot Sub -total approved for the PUD on the Property is 98, and the resulting Total number of units approved for the PUD on the Property is 354. E. Decision with Respect to Individual Development Areas that are Proposed as Part of this Master Plan application The following development areas that are proposed as development areas as part of this Master Plan application are APPROVED: 1. Lot 108: This development area is suitable for development and is approved for a maximum of eighteen (18) residential dwelling units in structures consisting of 1-4 dwelling units. 2. Park Road: This development area is suitable for development and is approved for a maximum of fifteen (15) residential dwelling units in structures consisting of 1-4 dwelling units. 3. Wheeler Parcel: This development area is suitable for development and is approved for a maximum of thirty-two (32) residential dwelling units in structures consisting of 1-4 dwelling units. 1 IV. CONDITIONS The following conditions are necessary for the Master Plan application to meet the City's requirements and standards for approval: A. The locations and uses of stockpiles, including erosion control measures sufficient to meet the standards of Article 16 of the LDR, must be addressed prior to approval of preliminary plat applications for any of the development areas. B. Any application to place fill in any of the development areas shall be made pursuant both to a preliminary plat application for each development area and § 3.12 of the LDR. C. Prior to the issuance of any further preliminary plat approvals, the Applicant shall install: 1. A sidewalk running in an easterly -westerly direction along the south side of Park Road to connect the existing Park Road recreation path crossing with the existing sidewalk on the east side of Golf Course Road, including a new stub of sidewalk on the western side of Golf Course Road and 2. A sidewalk crossing southerly of the northerly intersection of Park and Golf Course Roads to connect the new sidewalk to the existing stub of sidewalk on the east side of Golf Course Road. D. Any future requests for waivers will be reviewed in conjunction with the preliminary or final plat reviews for the individual development areas. E. Nothing in this Consent Order and Decree shall be construed as a covenant or restrictive condition similar to the type found in In re Stowe Club Highlands, 166 Vt. 33 (1996) not to develop any portion of the Applicants' property at some point in the future, including but not limited to those areas described in Finding d(i), above. Either or both of the Applicants may at some point in the future seek to amend or alter the Master Plan in due course, as it sees fit in its sole discretion, but any such application(s) must comply with the City of South Burlington Land Development Regulations then in effect. 10 V. RECORDING THE MASTER PLAN The Master Plan may not be recorded unless and until the Closing referenced in Paragraph 1 of the Amended Agreement takes place. This Master Plan approval shall be null and void if the Closing referenced in Paragraph 1 of the Amended Agreement does not take place. This approval of the Master Plan shall expire sixty (60) days after the Closing referenced in Paragraph 1 of the Amended Agreement takes place unless, within such sixty (60) day period, such Master Plan shall have been duly filed or recorded with the office of the City Clerk. The Master Plan may not be filed or recorded in the office of the City Clerk until this approval is endorsed in writing by the Chair or Clerk of the DRB on the Master Plan. The Chair or Clerk of the DRB shall endorse the Master Plan no later than seven business days after the Closing described in Paragraph 1 of the Amended Agreement. So Ordered: Honorable Thomas S. Durkin Date DATED at Burlington, Vermont, this 19"' day of August 2015. Stitzel, Page & Fletcher, P.C. Attorneys for the CITY OF SOUTH BURLINGTON Amanda S.E. LaffertyJr DATED at South Burlington, Vermont, this ``f day of August 2015. Fead Construction Law, PLC Attorneys for the HIGHLANDS DEVELOPMENT COMPANY, LLC and JAM GOLF, LLC William Alexander Fead; son15-005 FINAL consent order and decree original agr 11 AMENDED AGREEMENT AMONG THE CITY OF SOUTH BURLINGTON, HIGHLANDS DEVELOPMENT COMPANY LLC AND JAM GOLF, LLC This Amended Agreement (the "Amended Agreement"), dated as of the date the last Party signs below, is made and entered into by and among Highlands Development Company, LLC, ("Highlands"), JAM Golf, LLC ("JAM") (collectively the "Developers"), and the City of South Burlington, Vermont ("City") (the City and the Developers are referred to collectively as the "Parties"). WITNESSETH: WHEREAS, Highlands and JAM are the holders of permits and approvals for a multiphase, mixed use planned unit development which includes residential dwelling units, a golf course and a related clubhouse and other facilities on property located on Dorset Street, South Burlington, Vermont, known as the Vermont National Country Club (the "Project"); and WHEREAS, Highlands and JAM have sought various regulatory approvals necessary for the amendment to the existing approvals for the Project, specifically including: (a) approval for a master plan which would have increased the number of permitted residential units from 264 to 358, in a mix of single-family homes, duplexes, triplexes and condominium units; and (b) final plat approval for a ten -lot subdivision known as the "Long Drive Subdivision"; and WHEREAS, the decisions of the City's Development Review Board for the Developers' master plan application and for JAM's appeal of the Administrative Officer's determination that the Long Drive Subdivision application is incomplete are the subject of litigation in separate cases in the Vermont Superior Court, Environmental Division, captioned as In re Highlands Development Company, LLC and JAM Golf, LLC, Docket No. 194-10-03 Vtec M. Super. Ct. Envtl. Div.); and JAM GolfLongDrive Subdivision Application Completeness, Docket No. 38-3-11 Vtec (Vt. Super. Ct. Envtl. Div.), respectively (collectively, the "Appeals"); and WHEREAS, the Parties have reached a mutually agreeable resolution to the Appeals that includes approval of a revised master plan and remand of JAM Golf Long Drive Subdivision Application Completeness, Docket No. 38-3-11 Vtec (Vt. Super. Ct. Envtl. Div.), and which the Parties wish to memorialize in this binding and enforceable Amended Agreement; and WHEREAS, attached hereto and incorporated herein by reference are maps, plans, proposed orders and proposed easement language depicting the settlement terms: Exhibit A is a plan generally showing an exchange of land and easements between the Developers and the City; Exhibit B is the Master Plan amended and approved by this Amended Agreement; Exhibit C is the Amended Consent Order and Decree in In re Highlands Development Company, LLC and JAM Golf, LLC, Docket No. 194-10-03 Vtec (Vt. Super. Ct. Envtl. Div.); Exhibit D is the Stipulated V.R.C.P. 58 Judgment Order in JAM GolfLongDrive Subdivision Application Completeness, Docket No. 38-3-11 Vtec (Vt. Super. Ct. Envtl. Div.); Exhibit E contains a description of the "normal golfing activities" that will be allowed by an easement reserved by JAM on the JAM Parcel, which parcel is described in Paragraph 1, below; Exhibit F is the plan depicting the relocation of a recreation path in the southwesterly corner of the JAM Parcel, which parcel is described in Paragraph 1, below. NOW THEREFORE, in consideration of the mutual covenants and agreement listed above and set forth below, the sufficiency of which is hereby acknowledged by each of the Parties and subject to the conditions set forth herein, the Parties agree as follows: 1. Land Exchange. The Parties agree to exchange land as follows: The City shall convey a parcel totaling +/-7.25 acres of City land (the "City Parcel") from the southwest corner of the present Wheeler Nature Park, being the lands depicted as "6.91 Acres CITY of SOUTH BURLINGTON to JAM GOLF, LLC" and "0.34 AC. CITY to HIGHLANDS DEVELOPMENT CO., LLC" on the survey incorporated herein as Exhibit A. The 6.91-Acre parcel (the "Wheeler Parcel") shall be conveyed to JAM or its assignee and the 0.34-Acre parcel shall be conveyed to Highlands. JAM shall convey to the City +/- 21.88 acres of land along the eastern edge of the Project property, being the lands depicted as "JAM Golf, LLC to CITY of SOUTH BURLINGTON' on the survey incorporated herein as Exhibit A (the "JAM Parcel"). The conveyances shall be made by general warranty deed, free and clear of encumbrances other than the easements described herein. Closing on the transfers (the "Closing") shall take place on the tenth working day after the required Act 250 permits and City approvals described in Paragraph 13, below, have become final and unappealable. Closing shall take place at the offices of Fead Construction Law, PLC, 1233 Shelburne Road, South Burlington, Vermont, unless otherwise agreed by the Parties. Real estate taxes shall be prorated as of the date of Closing, and Developers shall pay the Vermont Property Transfer Tax and Real Estate Withholding Tax due on each conveyance, if any. The lands to be exchanged shall be maintained by the current owner in the current condition until Closing, unless otherwise agreed by the transferee. 2. Conservation / Trail Development Contribution. Provided the Parties have satisfied their obligations such that the Closing will take place, Highlands will contribute to the City or a tax-exempt non-profit organization designated by the City the sum of Ten Thousand Dollars ($10,000.00) towards the conservation and/or trail development of the JAM Parcel. Such contribution shall be made at the time of Closing. 3. Unbuilt Areas. As part of this Amended Agreement settling In re Highlands Development Company, LLC and JAM Golf, LLC, Docket No. 194-10-03 Vtec (Vt. Super. Ct. Envtl. Div.), Developers have withdrawn three areas of land formerly proposed for development: a. Lot 108 Area (NE corner of the Project). All areas east of the stream and within fifty feet (50') of the west side of the stream are part of the JAM Parcel and will become City property after the Closing. b. East of Park Road Area. All areas east of an existing wetland complex and south of Park Road. c. Old Cross Road. The area in the southeast corner of the Project property, including lands to the west of the recreation path to be relocated as depicted on Exhibit F. Much of this area is part of the JAM Parcel that will become City property after the Closing. 4. Housing Unit Totals. This Amended Agreement approves a Master Plan authorizing a maximum number of residential units at each of Old School House Road, Holbrook Road and Tabor Place, Fairway Drive, Economou Farm Road, Golf Course and Park Roads, Four Sisters Road, Lots 39-42, Water Tower, Clubhouse, Park Road, Lot 108, Long Drive Subdivision, and the Wheeler Parcel (each individually being a "Project Area" and collectively, the "Project Areas") in the Project as set forth in the table below, as revised by the land exchange described in Paragraph 1, above, and solely in the configuration of Project Areas depicted on Exhibit B: Unit Totals in Project Areas as a Result of this Agreement Project Areas I. Approved 11. Sought by 111. Master Net Unit at time that Developers in Plan Difference Developers 2003 Master Settlement between submitted Plan application Agreement Columns 1. Master Plan and Ill. application in 2003 Old School House Road 11 15 15 4 Holbrook Road and 26 26 26 0 Tabor Place Fairway Drive 36 36 36 0 Economou Farm Road 23 23 23 0 Golf Course and 117 118 118 1 Park Roads Pour Sisters Road 37 37 37 0 Lots 39-42 4 4 4 0 Water Tower 4 9 9 5 Clubhouse 4 8 11 7 Park Road (note: area 2 18 15 13 changed in size in settlement 49 18 18 Lot 108 (note: area reduced 0 in size in settlement) 0 0 Old Cross Road (note: area n/a 5 eliminated in settlement 10 10 10 Long Drive Subdivision n/a (note: formerly referred to as the Taft subdivision) Wheeler Parcel (note: area n/a n/a 32 32 new with settlement Unit Totals 264 358 354 90 This Amended Agreement approves Developers' application for Master Plan approval of ninety (90) housing units in addition to the 264 housing units previously approved by the City, for a total of no more than 354 housing units in the Project as revised by the land exchange described in Paragraph 1, above. 5. Housing Unit Type. Exhibit C, the Amended Consent Order and Decree in In re Highlands Development Company, LLC and JAM Golf, LLC, Docket No. 194-10-03 Vtec (Vt. Super. Ct. Envtl. Div.) and the applicable Land Development Regulations identified in Paragraphs 6 and 7, below, allow one single family dwelling unit on each of the proposed ten lots in the Long Drive Subdivision Project Area, as proposed by JAM, and a mix of residential dwelling unit types at each of the Clubhouse Project Area, the.Park Road Project Area, the Lot 108 Project Area and the Wheeler Parcel Project Area, up to a maximum of four dwelling units per structure. 6. New Land Development Regulations for Wheeler Parcel Project Area. a. A portion of the City Parcel, specifically the +/-6.91 acres currently in the Wheeler Nature Park east of Dorset Street and north of Park Road, being the lands labeled "6.91 Acres CITY of SOUTH BURLINGTON to JAM GOLF, LLC" on the survey incorporated herein as Exhibit A and also referred to as the Wheeler Parcel Project Area, is not presently in a zoning district that allows the use contemplated by this Amended Agreement. The City agrees to amend its Land Development Regulations, including necessary maps, to allow the Wheeler Parcel Project Area to be developed 4 with a maximum of 32 dwelling units in residential structures consisting of 1-4 dwelling units within the intent of this Amended Agreement. The City and Developers agree to cooperate and work together to ensure that the amendments contain provisions that allow development of residential structures consisting of 1-4 dwelling units similar in type and size to those presently existing in the Project, that include site and building design standards similar to those applicable to the Southeast Quadrant, Neighborhood Residential Subdistrict in the version of the Land Development Regulations with amendments that took effect on May 7, 2012, and that include site design standards that require compatibility with adjacent natural areas. Applications for preliminary and final plat and site plan approval for the Wheeler Parcel Project Area shall be reviewed under the amended Land Development Regulations contemplated by this Paragraph 6 (the "Amendments"). b. The timely adoption of the Amendments is a material term of this Amended Agreement, and the City's legislative body will hold a meeting to consider adoption of the Amendments on or before December 31, 2015. The Developers in their discretion shall determine whether the Amendments are suitable for their purposes, and such suitability is a material term of this Amended Agreement. If the City does not adopt the Amendments on or before December 31, 2015, or if the Developers determine the Amendments to be unsuitable for their purposes, Developers may at any time after January 31, 2016, by written notice to the City, terminate this Amended Agreement and move before the Environmental Division of the Vermont Superior Court for reopening the Appeals; provided, however, that the Parties have engaged in mediation substantially as described in Paragraph 16, below, to attempt to resolve any differences regarding the suitability of the Amendments prior to Developers delivering written notice of termination to the City. Notwithstanding Developers' termination of this Amended Agreement because the City failed to timely adopt the Amendments or to adopt Amendments suitable for Developers' purposes and Developers' reopening of the Appeals, the Parties agree to continue to negotiate to attempt to resolve the Appeals prior to a merits hearing. 7. Regulations Applicable to the Long Drive Subdivision Project Area, the Clubhouse Project Area, the Park Road Project Area and the Lot 108 Project Area. a. JAM submitted to the City the preliminary plat application for the Long Drive Subdivision Project Area on June 29, 2001. The Development Review Board shall review the application for final plat approval for the Long Drive Subdivision under the version of the City Zoning Regulations with amendments through April 16, 2001, and the version of the Subdivision Regulations with amendments through January 4, 1999. Prior decisions and orders of the Superior Court Environmental Division, the former Environmental Court and the Vermont Supreme Court in Re JAM Golf, LLC, Docket No. 69-3-02 Vtec, shall apply to the interpretation and application of the zoning and subdivision regulations referenced in this Sub -Paragraph. b. Highlands and JAM submitted the application for master plan approval on June 23, 2003. The Development Review Board shall review the applications for preliminary and final plat and site plan approval for the Clubhouse Project Area and the Lot 108 Project Area, as each Project Area is depicted on Exhibit B, under the Land Development Regulations adopted on May 12, 2003. c. A portion of the City Parcel, specifically the 0.34—acre portion currently in the Wheeler Nature Park south of Park Road, being the lands labeled "0.34 AC. CITY to HIGHLANDS DEVELOPMENT CO., LLC" on the survey incorporated herein as Exhibit A, will become part of the Park Road Project Area, as shown on the Master Plan, Exhibit B. The City agrees to amend its Land Development Regulations, including necessary maps, to locate the 0.34—acre portion of the City Parcel in the Neighborhood Residential sub- district of the Southeast Quadrant district. The Development Review Board shall review the applications for preliminary and final plat and site plan approval for the Park Road Project Area, as it is depicted on Exhibit B, under the Land Development Regulations adopted on May 12, 2003. 8. Approval of Master Plan. a. The Parties agree upon and approve Exhibit B as the Master Plan applicable to the Project pursuant to South Burlington Land Development Regulations Section 15.07. The proposed settlement set forth in this Amended Agreement represents a complete settlement of In re Highlands Development Company, LLC and JAM Golf, LLC, Docket No. 194-10-03 Vtec (Vt. Super. Ct. Envtl. Div.) and the total numbers of housing units and Project Areas sought in the 2003 Master Plan application as described in Paragraph 4, above, and as depicted on Exhibit B; provided, however, nothing in this Amended Agreement or Exhibit C shall be construed as a covenant or restrictive condition similar to the type found in In re Stowe Club Highlands, 166 Vt. 33 (1996) not to develop any portion of the Developers' property at some point in the future, including but not limited to those areas described in Paragraph 3, above. The Parties agree either or both of the Developers may at some point in the future seek to amend or alter the Master Plan in due course, as it sees fit in its sole discretion, but that any such application(s) must comply with the City of South Burlington Land Development Regulations then in effect. b. This Amended Agreement shall not take effect unless the Superior Court, Environmental Division enters as an order an Amended Consent Order and Decree that is substantially in the form of Exhibit C hereto. Entry of Final Judgment in In re Highlands Development Company, LLC and JAM Golf, LLC, Docket No. 194-10-03 Vtec (Vt. Super. Ct. Envtl. Div.) shall be without prejudice and with express leave to reinstate should the City not adopt the Amendments as required by Paragraph 6, above. 9. Preliminary and Final Plat and Site Plan Approval Applications for the Clubhouse Project Area, the Lot 108 Project Area and the Park Road Project Area. a. Upon execution of this Amended Agreement by the Parties and the Superior Court, Environmental Division's entry of the Amended Consent Order and Decree in substantially the same form as Exhibit C hereto, Developers, or their successors and assigns, may proceed with applications for preliminary and final plat and site plan approval of the Clubhouse Project Area and the Lot 108 Project Area for up to the maximum number of dwelling units described in the table in Paragraph 4, above; provided, however, that any such approval for the Clubhouse Project Area and the Lot 108 Project Area is conditioned upon and cannot be final until after the Closing described in Paragraph 1, above, has taken place. As part of the preliminary and final plat and site plan approval applications for the Lot 108 Project Area, Developers, or their successors and assigns, are allowed a setback of no less than ten feet (10') from the easterly boundary of the Lot 108 Project Area, as depicted on Exhibit B. b. Upon execution of the Amended Agreement by the Parties and the Superior Court, Environmental Division's entry of the Amended Consent Order and Decree in substantially the same form as Exhibit C hereto, and after the City's amendment of the Land Development Regulations to locate the lands labeled "0.34 AC. CITY to HIGHLANDS DEVELOPMENT CO., LLC" on the survey incorporated herein as Exhibit A, in the Neighborhood Residential subdistrict of the Southeast Quadrant district, as provided in Paragraph 7(c), above, takes effect, Developers, or their successors and assigns, may proceed with applications for preliminary and final plat and site plan approval of the Park Road Project Area for up to the maximum number of dwelling units described in the table in Paragraph 4, above; provided, however, that any such approval for the Park Road Project Area is conditioned upon and cannot be final until after the Closing described in Paragraph 1, above, has taken place. 10. Easements. a. The deed conveying the JAM Parcel to the City shall reserve to JAM three easements: 1. An easement for access to and maintenance of an existing stormwater pond and for stormwater drainage on the JAM Parcel. This easement is labeled "STORM DRAINAGE EASEMENT 2.4 ACRES IN FAVOR OF JAM GOLF, LLC" on Exhibit A; 2. An easement for normal golfing activities on the JAM Parcel, which activities shall be described in substantially the same manner as in Exhibit E hereto; and 3. An easement in the northwesterly corner of the JAM Parcel for drainage purposes from the Lot 108 Project Area and to construct, use, maintain, repair and replace drainage facilities such as swales and pipes to convey stormwater to the adjoining stream. This easement is labeled "STORM DRAINAGE EASEMENT 0.2 ACRE IN FAVOR OF JAM GOLF, LLC" on Exhibit A. b. The City shall grant to JAM or its assignee a stormwater drainage easement comprised of approximately 0.63 acres to construct, use, maintain, repair and replace a proposed stormwater pond and appurtenances thereto and for stormwater drainage on land in Wheeler Nature Park immediately adjacent to the City Parcel. This easement is labeled "STORM DRAINAGE EASEMENT, .63+/- AC., IN FAVOR OF JAM GOLF, LLC FINAL LOCATION TO BE DETERMINED AFTER FINAL DESIGN IS COMPLETE." on Exhibit A. JAM shall convey to the City at the Closing a new, 20-foot wide recreation path easement to extend the east -west portion of the existing recreation path, which is located in the southeasterly corner of the Project property, in an easterly direction to the westerly boundary of the JAM Parcel. JAM also shall construct a new recreation path and appurtenances thereto both within the aforesaid recreation path easement and on the JAM Parcel by September 1, 2020. Prior to said construction, JAM shall give the City no less than fifteen (15) days' advance notice. The purpose of constructing a new recreation path is to relocate the existing recreation path to the east so that it is located almost entirely on the JAM Parcel, running approximately from the southwesterly corner of the JAM Parcel to the point where the existing recreation path crosses the westerly boundary of the JAM Parcel. Upon completion of construction of the new recreation path within the aforesaid new recreation path easement and within the JAM Parcel so that it is open for use by the public, the City shall abandon and convey to JAM by Quitclaim Deed a portion of the City's current 20-foot wide recreation path easement that runs in a north -south direction in the southeasterly corner of the Project property. Upon the City's abandonment of this portion of its existing recreation path easement, JAM may remove the portion of the existing recreation path in the abandoned easement. JAM's construction of the new recreation path and removal of a portion of the old recreation path shall be performed both in accordance with the City's standards and at JAM's sole cost and expense, using equipment, contractors, labor, employees and materials supplied or hired by JAM. The new location of the 20-foot wide easement extending easterly to the westerly boundary of the JAM Parcel, the new location of the recreation path on the JAM Parcel and the portion of the City's 20-foot wide recreation path easement to be abandoned by the City are shown on Exhibit A and are depicted in more detail on Exhibit F and are labeled, respectively, thereon as "New 20' Rec. Path Easement Along Relocated Section of Path," "Relocated Rec. Path," and "20' Wide City Easement Along Relocated Portion of Rec. Path to be Abandoned After Construction of New Rec. Path." d. JAM shall convey to the City at the Closing a twenty -foot (20) wide stormwater drainage easement to construct, use, maintain, repair and replace a stormwater drainage line, associated grading and excavation and all appurtenances thereto, parallel with, westerly of and adjacent to a portion of the southwesterly boundary of the JAM Parcel, depicted on Exhibit A and more particularly depicted on Exhibit F, as "20' Storm Drainage Easement in favor of City." Said stormwater easement extends northerly from the new recreation path to be extended by JAM in an easterly direction to the westerly boundary of the JAM Parcel, which recreation path is referenced in Paragraph 10(c) above, and terminates where the JAM Parcel's westerly boundary turns in an easterly direction, all as depicted on Exhibit A and more particularly depicted on Exhibit F. 11. Remand of J"GolfLongDrive Subdivision Application Completeness, Docket No. 38-3-11 (Vt. Super. Ct. Env. Div.) a. The City and JAM agree that, subject to the Closing described in Paragraph 1 taking place and upon JAM's submission to the City Planning and Zoning Department of application materials listed in the Administrative Officer's letter, dated October 13, 2010, addressed to JAM's agent, JAM's application for final plat approval of the Long Drive Subdivision Project Area shall be deemed complete, remanded to the City Development Review Board and warned for further proceedings. b. Provided the Closing described in Paragraph 1, above, has taken place, and provided that JAM has submitted to the City Planning and Zoning Department the application materials listed in the Administrative Officer's letter, dated October 13, 2010, addressed to JAM's agent, the Parties shall file and request that the Superior Court, Environmental Division enter an Order substantially in the form of Exhibit D hereto in JAM GolfLong Drive Subdivision Application Completeness, Docket No. 38-3-11 Vtec (Vt. Super. Ct. Envtl. Div.). 12. Cooperation Required. The Parties acknowledge that various documents must be created and executed in order to consummate this settlement. The Developers and the City shall cooperate to bring all pending matters between them regarding the Project and this settlement to a close in a manner that will allow the land exchange described in Paragraph 1, to take place and the Developers to obtain Master Plan approval of Exhibit B. This cooperation may include, but is not limited to, preparing and executing transactional and conveyance documents, joint motions to the Superior Court, Environmental Division, and joint or coordinated applications to the District 4 Environmental Commission and the City Development Review Board, or any regulatory agency, and approving one or more Consent Decrees, Judgment Orders, or similar documents, all consistent with the terms of this Amended Agreement, that will allow the Parties to consummate this settlement. Excluded from this Paragraph are any future applications for development not contemplated herein, including but not limited to applications or proposals for any of the following: site plan approval for any of the Project Areas, preliminary or final plat approval for any of the Project Areas, zoning permits, and any change, amendment or revision to the Master Plan depicted on Exhibit B. 13. Approval of Land Exchange. The Parties acknowledge that, in order to implement this settlement, it will be necessary for the Parties to obtain District Environmental Commission (Act 250) and City approvals of the land exchange described in Paragraph 1, above. Within 10 working days after the City adopts the Amendments, the Parties shall submit the necessary application(s) seeking amendments to the Act 250 permits and the City Development Review Board approvals already in place for the Project and for the City Wheeler Nature Park in order to obtain approval of the land exchange described in Paragraph 1, above. All costs, fees, and expenses, including for witnesses, expert witnesses, engineers and attorneys (other than the employees of the City and the City's attorneys' fees incurred in reviewing applications and representing the City's interests), required 10 to prepare and submit these applications and to obtain approval of these applications are the responsibility of Developers and not the City. The City agrees to waive its fee for the applications to the City Development Review Board for approval of the land exchange described in Paragraph 1, above, under the Land Development Regulations. No application for development of the Wheeler Parcel may be submitted unless and until Act 250 permits and City approvals for the land exchange described in Paragraph 1, above, are final and unappealable. 14. Time is of the Essence. The Parties acknowledge that time is of the essence in the Parties' compliance with the terms of this Amended Agreement. Accordingly, Developers and the City each expressly agree that in any instance where their respective cooperation, action and/or approval is required pursuant to this Amended. Agreement, such cooperation, action and/or approval will not be unreasonably withheld or delayed. 15. Sole Agreement. This Amended Agreement, including any Exhibits hereto, constitutes the sole and entire agreement between Developers and the City in regard to the pending legal and administrative proceedings regarding the Project and any other disagreements the parties have in regard to the Project with the exception of the TREEage Planting Agreement, effective as of May 15, 2014, as amended. Any and all prior or contemporaneous promises, representations, agreements or understandings, whether oral or written, between the Parties related to the subject matter of this Amended Agreement are expressly merged herein and superseded and terminated hereby, except for said TREEage Planting Agreement and any amendments thereto, and orders and rulings of the Superior Court, Environmental Division, the former Environmental Court and the Vermont Supreme Court in any litigation between the Parties relating to the Project. Except as provided in Paragraph 8(a) with respect to amendments or modifications to the Master Plan approved hereby and depicted on Exhibit B, this Amended Agreement may only be modified by a written instrument signed by the Parties hereto or their duly authorized representatives. 16. Governing Law; Mediation. The formation, interpretation and performance of this Amended Agreement shall be governed by the laws of the State of Vermont, and to the extent allowed by law, the Vermont Superior Court, Environmental Division shall be the venue chosen by the Parties in the event that any Party seeks to enforce the terms of this Amended Agreement. Furthermore, the compliance of each of the Parties with the terms of this Amended Agreement shall be specifically enforceable by the Vermont Superior Court, Environmental Division, and the Parties hereto expressly subject themselves and this Amended Agreement to the jurisdiction of that court. The Parties hereto agree, in the event of any dispute, to request non -binding mediation substantially in accordance with Rule 16.3 of the 11 Vermont Rules of Civil Procedure prior to commencing any suit or action to enforce or that otherwise pertains or relates to this Amended Agreement. The Parties shall share equally all costs of such mediation. 17. Successor and Assigns. This Amended Agreement shall be binding upon, shall inure to the benefit of, and shall be enforceable by any successors or assigns of the Parties. Each Developer shall have the right to assign any of its rights under this Amended Agreement, subject to the duties and burdens imposed by this Amended Agreement upon the exercise of such right, provided the assignor Developer, its successors and assigns, provides written notice of such assignment to the City. 18. Enforceability. If any provision of this Amended Agreement shall be determined to be invalid or unenforceable, it shall be interpreted to the maximum extent feasible so as to avoid such invalidity or unenforceability. If such interpretation is not possible, if the provision is a material provision of this Amended Agreement and if the Closing has not occurred, then unless the parties agree in writing otherwise, this Amended Agreement shall be deemed null and void and the Appeals shall be reopened by notice to the Superior Court, Environmental Division; provided, however, that the Parties have engaged in mediation substantially as described in Paragraph 16, above, to attempt to resolve any differences regarding any invalid or unenforceable provision prior to reopening the Appeals. 19. Representations. The undersigned, by voluntarily affixing their signatures hereto, hereby represent and acknowledge that they are fully authorized to execute this Amended Agreement on behalf of the party indicated, and further acknowledge that they have fully read and fully understand this Amended Agreement and that upon and after consultation with their legal counsel, they consent and agree to each and all of its provisions. 20. Counterparts. This Amended Agreement may be executed in counterparts and shall be effective upon the date of the last party affixing its signature hereto. 21. No Waiver. No failure to exercise, and no delay in exercising any right, power or remedy hereunder or under any document delivered pursuant hereto shall impair any right, power or remedy which the parties hereto may have, nor shall any such delay be construed to be a waiver of any of such rights, powers or remedies, or an acquiescence in any breach or default under this Amended Agreement, nor shall any waiver of any breach or default of any party hereunder be deemed a waiver of any default or breach subsequently occurring. 12 22. Attorneys' Fees. The Parties understand and agree that each party shall bear its own attorneys' fees, costs, and expenses related to, incurred in connection with, or arising from a dispute among the Parties regarding this Amended Agreement, any mediation pursuant to this Amended Agreement or the enforcement or interpretation of rights under this Amended Agreement. 23. Interpretation Presumption. This Amended Agreement has been negotiated by the Parties hereto. The Parties represent and warrant to one another that each has individually, or through legal counsel, actively participated in the finalization of this Amended Agreement, and in the event of a dispute concerning the interpretation of this Amended Agreement, each of the Parties hereby waives the doctrine that an ambiguity should be interpreted against the party which has drafted the document. 24. Sufficiency of Consideration. Each of the Parties acknowledge they have received good and satisfactory consideration for the agreements contained herein, and the Parties agree that the consideration recited in this Amended Agreement shall be a complete bar to any subsequent action or proceeding to set aside or vacate this Amended Agreement because of a mistake in fact or otherwise. 25. Headings. Section headings are for convenience of reference only and shall in no way affect the interpretation of this Amended Agreement. 26. Waiver of Jury Trial. TO THE EXTENT ALLOWED BY LAW, THE PARTIES HERETO WAIVE ALL RIGHTS TO TRIAL BY JURY IN ANY ACTION, SUIT, OR PROCEEDING BROUGHT TO INTERPRET OR ENFORCE THIS AMENDED AGREEMENT. This waiver shall not apply to any future litigation between the parties relating to any other matter. [End of text. Signature Page Follows.] 13 CITY OF SOUTH BURLINGTON, VERMONT BY: Pat Nowak, City Council Chair Date and its Duly Authorized Agent HIGHLANDS DEVELOPMENT COMPANY, LLC BY: zel� .4" Date Ak its Duly Authorized Agent 6�dlyl JAM GOLF LLC BY: its Duly Authorized Agent son15-005 City-JAM-Mghlands amended agreement FINAL agr 14 Date r 4 '5 FE DL.�3 caNSTr4Ur ,0C3 East Make House Suite 300 1233 Shelburne Road South Burlington, VT 05403 802.853.5808 Phone 802.735.0319 Fax IPMW FEADLAWGOiVI THE HIGHLANDS AT THE VERMONT NATIONAL COUNTRY CLUB HIGHLANDS DEVELOPMENT COMPANY, LLC APPOINTMENT OF AGENT AND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS that James A. McDonald, manager of Highlands Development Company, LLC, a Vermont limited liability company with principal offices in Lyndon Center, Vermont, does hereby make, constitute and appoint William Alexander Fead of the City of South Burlington, County of Chittenden and State of Vermont, as its true and lawful agent and attorney -in -fact, for it, and in its name, place and stead, to execute and deliver purchase and sale contracts, deeds, easements, rights -of -way, irrevocable offers of dedication, transfer tax returns, land gains tax returns, closing statements, and other such other and further instruments and documents deemed necessary or desirable to convey easements and lots in the Highlands at the Vermont National Country Club development in South Burlington, Vermont, owned by Highlands Development Company, LLC, and to execute and deliver any documents or instruments deemed necessary or desirable to implement or amend that certain Settlement Agreement among the City of South Burlington, Highlands Development Company, LLC and JAM Golf, LLC dated February 28, 2013 and related Consent Order, including any amendments to them, and to execute and deliver a certain TREEage Agreement with the City of South Burlington. Said agent and attorney -in -fact is also authorized to discharge any mortgages, in whole or in part and, in the name of Highlands Development Company, LLC, to make, execute, acknowledge and deliver such other and further instruments as may be necessary to effect such full or partial discharge. The undersigned hereby ratifies and confirms whatsoever said agent and attorney -in -fact may do by virtue of the powers herein conferred. This Appointment of Agent and Power of Attorney is granted without power of substitution or delegation. Any person shall be authorized to act by a photocopy of this Appointment of Agent and Power of Attorney, and no person shall be liable solely for the failure to demand production of an original hereof. This Appointment of Agent and Power of Attorney shall not be affected by the subsequent disability or incapacity of the James A. McDonald or other members or managers of Highlands Development Company, LLC. This Appointment of Agent and Power of Attorney shall become effective on the date James A. McDonald signs this instrument and shall expire and be of no further force and effect after August 31, 2015. The expiration of this Appointment of Agent and Power of Attorney at the end of the specified term shall not affect the validity of any action taken by the Agent pursuant to this power while this power of attorney was in effect. IN WITNESS WHEREOF, the undersigned has caused this ppo' tment of Agent and Power of Attorney to be executed in its name thislllay of , 2015. HIGHL S DEVELOPMENT COMPANY, LLC By: Ja s A. McDonald, Manager Highlands Appointment of Agent and Power of Attorney to Fead 6/17/15--8/31/15 Page 1 of 2 F' E - D CONSTRUCTION East O'Lake House Suite 300 1233 Shelburne Road South Burlington, VT 05403 802.863.5808 Phone 902.735,0319 Fax WNW FEACLAW.COM1 Affirmation by Witness /c witnessed the signature of this Appointment of Agent and Powe of Attorney by James A. McDonald, and I affirm that he appeared to me to be of sound mind, was no under duress, and he affirmed to me that he was aware of the nature of this Appointment of Agent and Power of Attorney and signed it freely and voluntarily. WITNESS Print Name:,��_ STATE OF/VERMONT C-sa4 1� COUNTY, SS. t 4;l,Nc%( , in said County and State, this day of 2015, personally appeared James A. McDonald, to me known to be the Manager of HighAnds Development Company, LLC, and he acknowledged this instrument, by him signed and sealed, to be his free act and deed, and the free act and deed of Highlands Development Company, LLC. Before me, My commission expire�(j 2/10/2019 Acceptance by Agent The undersigned, Agent, executes this instrument, and by such execution does hereby affirm that be: (A) accepts the appointment as agent; (B) understands the duties under the Appointment of Agent and Power of Attorney and under the law; (C) understands that Agent has a duty to act if expressly required to do so in the Appointment of Agent and Power of Attorney consistent with 14 V.S.A. §3506(c); and (D) acknowledges the additional duties of the Agent set forth in 14 V.S.A §3505. AGENT William Alexander Fead Gghlands Appointment of Agent and Power of Attorney to Fead 6/17/15-8/31/15 Page 2 of 2 CONSTRUCT11"}ha _A .. East O'Lake House Suite 300 1233 Shelburne flaad South Burlington, Vr 05403 802.863,5808 Phone 802,735,0313 Fax 'A�'+v W.FEAi L6W.COM 11 THE VERMONT NATIONAL COUNTRY CLUB JAM Golf, LLC APPOINTMENT OF AGENT AND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS that James A. McDonald, manager of JAM Golf, LLC, a Vermont limited liability company with principal offices in Lyndon Center, Vermont, does hereby make, constitute and appoint William Alexander Fead of the City of South Burlington, County of Chittenden and State of Vermont, as its true and lawful agent and attorney - in -fact, for it, and in its name, place and stead, to execute and deliver deeds, easements, rights -of - way, irrevocable offers of dedication, transfer tax returns, land gains tax returns, closing statements, and other such other and further instruments and documents deemed necessary or desirable to convey easements and lots in The Vermont National Country Club development in South Burlington, Vermont, owned by JAM Golf, LLC and to execute and deliver any documents or instruments deemed necessary or desirable to implement or amend that certain Settlement Agreement among the City of South Burlington, Highlands Development Company, LLC and JAM Golf, LLC dated February 28, 2013 and related Consent Order, including any amendments to them. Said agent and attorney -in -fact is also authorized to discharge any mortgages, in whole or in part and, in the name of JAM Golf, LLC, to make, execute, acknowledge and deliver such other and further instruments as may be necessary to effect such full or partial discharge. The undersigned hereby ratifies and confirms whatsoever said agent and attorney -in -fact may do by virtue of the powers herein conferred. This Appointment of Agent and Power of Attorney is granted without power of substitution. Any person shall be authorized to act by a photocopy of this Appointment of Agent and Power of Attorney, and no person shall be liable solely for the failure to demand production of an original hereof. This Appointment of Agent and Power of Attorney shall not be affected by the subsequent disability or incapacity of the James A. McDonald or other members or managers of JAM Golf, LLC. This Appointment of Agent and Power of Attorney shall become effective on the date James A_ McDonald signs this instrument and shall expire and be of no further force and effect after August 31, 2015. The expiration of this Appointment of Agent and Power of Attorney at the end of the specified term shall not affect the validity of any action taken by the Agent pursuant to this power while this power of attorney was in effect. IN WITNESS WHEREOF, the undersigned ha caused this Appointment of Agent and Power of Attorney to be executed in its name this day oflam, 2015. IN THE PRESENCE OF: JAM f, LLC Witness es A. McDonald, Manager Print name: C / �� l�- JAM Golf, LLC Appointment of Agent and Power of Attorney to Fead — 6/17/15-8/31/15 Page 1 of 2 F"�AD cartsTaua D LAW East O'Lake House Suite 300 1233 Shelburne Road South 8wiington, VT 05403 302,863.5808 Phone 502-735.0313 F.. WVON FEANAW MNI Affirmation by Witness ,witnessed the signature of this Appointment of Agent and Power of Attorney by James A. McDonald, and I affirm that he appeared to me to be of sound mind, was not under duress, and he affirmed to me that he was aware of the nature of this Appointment of Agent and Power of Attorney and signed it freely and voluntarily. WITNESS Print Name: -At4 State of Vermont Caledonia County, ss r IK At Lyndonville, in said County and State, thisz day ofYvae, 2015, personally appeared James A. McDonald, to me known to be the manager of JAM Golf, LLC, and he acknowledged this instrument, by him signed and sealed, to be hi freeact and deed, and the free ac nd deed of JAM Golf, LLC. n 1912 n Before me, P,bAted Nafne: J.4 My commission exp , : 2/10/2019 Acceptance by Agent The undersigned, Agent, executes this instrument, and by such execution does hereby affirm that he: (A) accepts the appointment as agent; (B) understands the duties under the Appointment of Agent and Power of Attorney and under the law; (C) understands that Agent has a duty to act if expressly required to do so in the Appointment of Agent and Power of Attorney consistent with 14 V.S.A. §3506(c); and (D) acknowledges the additional duties of the Agent set forth in 14 V.S.A §3505. AGENT Date. 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JAM Golf, LLC :� - aroRx mwxAGP RASFNFNr $1- CITY o1 °p to CITY of SOUTH - L-� -_ mpnvoR OF aANooGziv SOU1R BURUNGTON BURLINGTON v. zs<P.n sou CITY ofs»_—�-----� I. 1-1 rH zTURu�croN rod «'.p.. re .''.. », . »' 4�• /,' 11wh1 Il a k h oa "Ook Cr "Butler Forma• $ubd vis,on Creek Villoe" Sbd guivi ae- ra"tl '"pNaow"/r QA-` PId vd. za0 Pq SG Plot Vol. 256 Pg. 122 S1on ac ompe ha ar v 4nv v-anamn ave»u. �mY O` VeJ�O� kol - 1a0 r FXHtRIT A SURVEY of LAND EXCHANGE BETWEEN VERMONT NATIONAL COUNTRY CLUB and the CITY of SOUTH BURLINGTON SOUTH BURLINGTON, VERMONT DEC. 14, 2012 .a« 1" = 150' Pi 98144.33 VIE SUMMARY 200 AADT -- 20 AM PEAK _ _ _ F { IT ® B ® B N9 ® e ° 259PM� AK �® —® JI (� °1®fT.1.IaT O �( �• ae ea e, LOTS 39-42 4 BE UNITS OLE) SCHOOL HOUSE ROAD AREA VlE SUMMARY 20 AM PEAK HOLBROKOK ROAD) AN TABOR PLACE AREA �� • �, VTE SUMMARY ID AM PEAK i O s /��a��� ��•a VrE SUMMARY AM PEAK III d�allo50 PM PEAK 00it7 \ / VIE SUMMARY g I 40 AADT /^ , AA M PEAK Ei 6 PM PEAK ` Crvp ENGINEMIp6 A66U[UTfS. pYG FOUR SISTERS ROAD AREA ® I 25 S.F. UNITS .... 5 MF. UNITS .AL - bSM I urwFe _ erc/HIGHLANDS / f s .R DEVELOPMENT _J� CO LLC I - CLUSHOUSE o H urvrts 0 I PARK ROAD � "� `�AREA i<i UNRB� OMOU FARM 1227 DORSET STREET g� AREA SOUTHBURLINGTON, F UNTSVEflMONT t.ROAD VTE SU MAARY1N0 AAOT 15 AM PEAKVERMONT 20 PM PEAKNATIONAL COUNTRY CLUB SOUTH BURLINGTON, - WATER`-� + VERA40NBMONi I. MF. UtSts __ L (_ VIE SUMMARY YTE SLIM'55 AADT 9DO AADT 10 AM PEAK 70 AM PEAK 15 PM PEAK 95 PM PEAK WPARCEL 32 UNIT 32 UNITS GOLF COURSE AND ©® PARK ROADS AREA I I :a ����y GOLF COURSE ® AND PARK ROADS AREA - e ° 32 8.F. UNITS LONG DRIVE e ® ° ° •:.`�_ \—��6 , Be M.F. UNITS SUBDMsroN ° a e 10 SF. UNITS ' ��� ® ` —4— L.T. AREA is UNTS LCT SUMMARY APPROVED ow WAiB T5 h PRC,ECi AREA nor s Wrn ZERO IJIE L nWSE LOT LOT LINE GOLT cWRSE & PARrc ROADS 32 8a ' HOLWOOK ROAD fl TACOR PLACE fANiwA� DRIVE WATER TOWER ECONONW FARM ROAD 26 - i - - _ 1fi 9 23 EWR SISTER ROAD LOTS 39-62 ' OLC 'CI. HOUSE ROAD I 2fi < I - �. - t5 � PARrc aOAC I - I T5 LOT IOa + - Ta I LONG DRIVE SL,wIY " EELER 'ARCEL TO - 32 I —,._TOTAL L— '.'AT 35a CITY OF SOUTH SUPoJNGTON GRAPHIC SCALE PARCEL LOCATION MAP EXHIBIT B MASTER PLAN JAM, 2013 • •u ....... ; �-2W MP-1 95270 EXHIBIT C STATE OF VERMONT SUPERIOR COURT ENVIRONMENTAL DIVISION HIGHLAND DEV. CO, LLC & JAM GOLF LLC DOCKET NO. 194-10-03 Vtec AMENDED CONSENT ORDER AND DECREE NOW COME Highlands Development Company, LLC ("Highlands") and JAM Golf, LLC ("JAM") (collectively the "Developers" or "Applicants"), by and through their attorneys, Fead Construction Law, PLC, and the City of South Burlington, Vermont, ("City"), by and through its attorneys, Stitzel, Page & Fletcher, P. C., (the City and the Developers are referred to collectively as the "Parties"), and hereby stipulate and agree that the Court may enter the following order: The above -captioned matter involves an appeal of a decision of the City of South Burlington Development Review Board in application #MP-03-01, dated September 25, 2003, brought pursuant to 24 V.S.A. § 4471. The Parties have agreed to a mutual resolution of the above - captioned appeal, which settlement is memorialized in a documented entitled, "AMENDED AGREEMENT AMONG THE CITY OF SOUTH BURLINGTON, HIGHLANDS DEVELOPMENT COMPANY, LLC AND JAM GOLF, LLC" and dated August _, 2015 ("Amended Agreement"). The Amended Agreement is attached hereto and incorporated into this Amended Consent Order and Decree by reference and shall be enforceable in the same manner as an Order of this Court. Developers may refile this Appeal and complete the trial that was suspended for settlement negotiations, should the City not adopt amendments to the Land Development Regulations as required by Paragraph 6 of the Amended Agreement. In accordance with the terms and conditions of the Amended Agreement and this Amended Consent Order and Decree, the Master Plan, Exhibit B to the Amended Agreement, is hereby APPROVED. To effectuate the Amended Agreement and this Amended Consent Order and Decree, the decision of the South Burlington Development Review Board, #MP-03-01, dated September 25, 2003, is hereby amended and restated as follows: Findings of Fact and Decision, #MP-03-01 of the Highlands Residential Development for Master Plan Approval for the 435.37-acre Vermont National Country Club property, 1227 Dorset Street, for a Planned Unit Development consisting of 354 residential dwelling units, a clubhouse, and an 18-hole golf course. The Applicants seek approval of a Master Plan pursuant to Section 15.07 of the South Burlington Land Development Regulations for the property known as the Vermont National Country Club or "VNCC," portions of which have previously been approved for development. Master Plan approval for this property is required by Section 15.07(B)(1) of the South Burlington Land Development Regulations ("LDR") as a prerequisite to the development of ten (10) or more residential units in the Southeast Quadrant Zoning District (SEQ). Pursuant to Section 15.02(A)(4) of the LDR, a master plan shall be a binding sub- part of a PUD approval and shall not be construed as a separate land development review procedure from the PUD procedures set forth in Article 15 of the LDR. I. FINDINGS OF FACT The Court, acting as the Development Review Board ("DRB"), makes the following findings of fact: a. Application i. This application consists of a master plan for a previously approved, partially completed Planned Unit Development ("PUD") on approximately 435.68 acres known as the Vermont National Country Club ("VNCC PUD" or the "Property") in the Southeast Quadrant District. ii. The application is based on a plan entitled "Vermont National Country Club, South Burlington, Vermont Master Plan," prepared by Civil Engineering Associates, Inc., dated JAN., 2013, last revised 7.8.15. iii. The "owners of record" of the Property for purposes of this application are JAM Golf, LLC and Highlands Development Company, LLC. b. Prior Approvals i. Any prior preliminary plat approvals pertaining to a portion or portions of the VNCC PUD that are not explicitly incorporated into this decision or have not been separately approved by the DRB or this Court are hereby superseded pursuant to § 15.07 of the LDR. ii. Applicants initially made this application concurrently with applications #SD-03- 24, -25, -26, and -27, for which separate findings of fact have been issued. These findings of fact are incorporated into this Master Plan approval by reference. c. Master Plan Application consists of: i. The above -referenced Master Plan, which includes the following information: ii. The previously approved PUD consisted of approximately 450 acres. Applicants propose to remove from the PUD approximately 21.88 acres of land along the existing eastern boundary of the VNCC PUD and convey them to the City. Applicants also propose to add to the VNCC PUD approximately 7.25 acres of land that is east of Dorset Street and northerly and southerly of Park Road that is to be conveyed to the Applicants. The combined area of the VNCC PUD subject to the Master Plan is approximately 435.37 acres. iii. The Master Plan proposes thirteen Project Areas, or development areas, not including the Clubhouse Facility. iv. Public amenities and facilities indicated on the plans are the recreation path and the golf course. V. The maximum impervious coverage proposed for the Property is 15% (30% permitted). The maximum building coverage proposed for the Property is 7% (15% permitted). vi. A maximum of 1.2 units per acre is permitted in the Southeast Quadrant District. The maximum development density for the Property, based on 435.37 acres of land, is 522 dwelling units. The total number of residential dwelling units 2 proposed by the Applicants for the VNCC PUD is 354, which results in a density of approximately .813 units per acre. vii. The traffic study submitted by Applicants predicts a maximum PM peak hour VTE count of 350. viii. The master plan depicts all necessary infrastructure and locations. ix. The master plan contains sufficient roadway detail. X. The master plan depicts sufficient contour lines. xi. Specific waivers from the LDR will be evaluated with subsequent preliminary plat applications for each proposed development area. d. Proposed Development Areas in the proposed Master Plan. i. The Master Plan application for 13 development areas includes seven (7) development areas for which there was no existing, valid City preliminary plat approval at the time Applicants initially submitted the master plan application. Two of these areas, Water Tower and Old School House Road, have received separate Findings of Fact for their respective preliminary plat applications, which as noted above, are incorporated into these Findings by reference. Since the Applicants initially submitted the master plan application, these two development areas have received final plat approval. The proposed development areas are as follows: Development Areas I. Approved at time that Developers submitted Master Plan application in 2003 il. Master Plan Net Unit Difference between Columns I. and II. Old School House Road 11 15 4 Holbrook Road and Tabor Place 26 26 0 Fairway Drive 36 36 0 Economou Farm Road 23 23 0 Golf Course and Park Roads 117 118 1 Four Sisters Road 37 37 0 Lots 39-42 4 4 0 Water Tower 4 9 5 Clubhouse 4 11 7 Park Road 2 15 13 Lot 108 0 18 18 Long Drive Subdivision n/a 10 10 Wheeler Parcel n/a 32 32 Unit Totals 264 354 90 II. CONCLUSIONS OF LAW A. Evaluation of Compliance with Section 15.18(A)(1) through (3) § 15.18(A)(1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The VNCC PUD holds a valid water and wastewater allocation for a sufficient capacity to serve all proposed development. Planned improvements to the SEQ's water supply by the City are sufficient to ensure water supply and wastewater disposal capacity. § 15.18(A)(2) Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. Individual preliminary plat applications will be evaluated for conformance with this criterion and the provisions of Article 16, Construction and Erosion Control. § 15.18(A)(3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making the finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. There may continue to be site -specific access and circulation issues, particularly related to fire protection. These are best addressed during preliminary plat review for individual development areas. B. Evaluation of Compliance with Section 15.18(A)(4) through (6), and (10) § 15.18(A)(4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers; and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. § 15.18(A)(5) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. 4 § 15.18(A)(6) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/to stream buffer areas. § 15.18(A)(10) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed master plan layout meets these criteria. Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. C. Evaluation of Compliance with Section 15.18(A)(7) through (9) § 15.18(A)(7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not limited to, minimum distances between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. § 15.18(A)(8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. § 15.18(A)(9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the application related to maintenance that has been approved by the City Council. The master plan proposes few substantial changes to the roadway and infrastructure layout that has been proposed since 1995. Any site -specific concerns related to fire protection will be addressed with the Fire Chief during preliminary plat reviews. D. Evaluation of Compliance with Section 15.18(B)(1) through (4) § 15.18(B)(1) Open space and development areas shall be located so as to maximize the aesthetic values of the property in keeping with the Comprehensive Plan goal of preserving and enhancing the open character, natural areas, and scenic views of the Quadrant, while allowing carefully planned development. § 15.18(B)(2) Buildings lots, streets and other structures shall be located in a manner that maximizes the protection of the open character, natural areas, and scenic views of the Quadrant identified in the Comprehensive Plan, while allowing carefully planned development at the overall base densities provided in these Regulations. § I5.18(B)(3) Existing natural resources on each site shall be protected through the development plan, including streams, wetlands, floodplains, wildlife habitat and corridors including those areas identified in the South Burlington Open Space Strategy, and special natural and/or geologic features such as mature forests, headwaters areas, and prominent ridges. § 15.18(B)(4) Consistent with (1) through (3) above, dedicated open spaces shall be designed and located to maximize the potential for combination with other open spaces on adjacent properties. The proposed master plan layout meets these criteria. Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. E. Evaluation of Compliance with Section 15.18(B)(5) through (7) § 15.18(B)(5) The conservation of existing agricultural production values on lands in the SEQ is encouraged through development planning that avoids impacts on prime agricultural soils as defined in the South Burlington Open Space Strategy and provides buffer areas between existing agricultural operations and new development, roads, and infrastructure. Continuation of agriculture is not an issue for this proposal. § 15.18(B)(6) A plan for the proposed open spaces and/or natural areas shall be established by the applicant describing the intended use and maintenance of each area. Continuance of agricultural uses or enhancement of wildlife habitat values in such plans for use and maintenance is encouraged. Applicants propose to remove from the VNCC PUD and convey to the City 21.88 acres of land that the City will maintain. Otherwise, the proposed master plan does not propose any areas to be "perpetually open." Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. In addition, any future proposal to amend or alter the Master Plan or portions of it must comply with the City of South Burlington Land Development Regulations then in effect. § 15.18(B)(7) In the absence of a specific finding by the DRB that an alternative location and/or provision is approved for a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. on Pursuant to 24 V.S.A. § 4421(2), upon recording of the final plats in connection with the land exchange described in Paragraphs 1 and 13 of the Amended Agreement, the Official Map is modified without need for further action and upon such modification, the proposed Master Plan will conform with the Official Map. III. DECISION and CONDITIONS Based on the above Findings of Fact and Conclusions of Law, Master Plan application #MP-03- 01 for 354 residential units, a clubhouse and an 18-hole golf course on 435.37 acres is APPROVED, with the following conditions. A. Approval of a Master Plan Pursuant to Section 15.07(D)(1), the thirteen development areas, not including the Clubhouse Facility, depicted on the Master Plan each have a suitable maximum residential density, in terms of a number of units that can be reasonably accommodated within the boundaries of the development areas approved in this decision. Pursuant to Section 15.07(D)(2), the following table specifies the levels of review to be required for subsequent modifications of any of the approved fourteen development areas: Development Areas Master Plan Status Level of Review Controlling Approved for Subsequent Permit Units Permits Clubhouse Facility n/a Constructed Site Plan Review SD-02-77 Only for changes and amendments Old School House Road 15 Built out ZP for SD-03-24 modifications to & 26 houses Holbrook Road and 26 Built out ZP for SD-02-61 & - Tabor Place modifications to 81 houses Fairway Drive 36 Built out ZP for SD-02-61 modifications to &- 81 houses Economou Farm Road 23 Built out ZP for SD-00-58 modifications to houses Golf Course and 118 Under construction ZP for new SD-02-76 & Park Roads construction or SD-01-64 modifications to houses Four Sisters Road 37 Built out ZP for SD-00-06 modifications to houses Lots 39-42 4 Built out ZP for Approved by modifications to Decision houses dated April 15- 1997 7 Water Tower 9 Built out ZP for SD-03-25 modifications to & -27 houses Clubhouse 11 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 11 units Park Road 15 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 15 units Lot 108 18 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 18 units Long Drive Subdivision 10 Preliminary plat Proceed to final approved by V.R.C.P. plat for up to 10 58 Judgment Order units as provided entered September 11, in Paragraphs 2009, in Docket No. 7.a and 11 of the 69-3-02 Vtec Amended A reement Wheeler Parcel 32 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 32 units Unit Totals 354 B. Master Plan Criteria Umbrella Criteria The Court, acting as the Development Review Board, approves the following Master Plan "umbrella criteria" pursuant to § 15.07(D)(3) and (6): 1. Overall density and number of residential dwelling units: A maximum number of 354 residential dwelling units are approved for the subject 435.37-acre Planned Unit Development. This number of residential dwelling units in this PUD results in an approved maximum density of .813 units per acre. 2. Building and impervious coverage: A total building coverage of 7% and a total impervious coverage of 15% are approved for the VNCC PUD. These are overall limits for the entire VNCC PUD subject to this approval. Within individual development areas as described and approved in this application, these overall limits may be exceeded provided the applicable SEQ zoning district limitations of fifteen percent (15%) for buildings and thirty percent (30%) overall are met. 3. Location, layout, capacity and number of collector roadways: The collector roadway system is approved as shown on the Master Plan. 4. Land development proposed in any area previously identified as permanent open space in the approved Master Plan application: Applicants do not propose any permanent open space as part of this Master Plan application. However, the Master Plan application complies with Sections 15.18(A)(6), (B)(1)-(4). 5. Maximum number of vehicle trip ends: A maximum of 350 PM peak hour trip ends from all approved residential and non-residential uses is approved for the VNCC PUD. C. Decision with Respect to Individual Development Areas that were Approved Previously The prior positive findings of fact and conclusions regarding the ten previously approved development areas are AFFIRMED: the Clubhouse Facility, Holbrook Road and Tabor Place, Fairway Drive, Economou Farm Road, Golf Course and Park Roads, Four Sisters Road, Lots 39-42, Old School House Road, Water Tower and Long Drive Subdivision. Modification of these areas is subject to review under the terms of this Master Plan approval and all applicable City regulations. D. Decision with Respect to the Individual Development Areas that are Proposed to be Modified The following development areas that have been approved previously and which Applicants propose to modify in conjunction with this Master Plan application are APPROVED: 1. Clubhouse: This development area is suitable for development and is approved for a maximum of eleven (11) residential dwelling units in structures consisting of 1-4 dwelling units. 2. Golf Course and Park Roads: In order to correct and/or clarify the number of single family dwelling units allowed in this development area, the label on the Master Plan for this development area has been modified to state that the total number of single family dwelling units is 32, and the Lot Summary chart on the Master Plan has been modified to state that the total number of single family dwelling units in this development area is 32. The resulting Single House Lot Sub -total approved for the PUD on the Property is 98, and the resulting Total number of units approved for the PUD on the Property is 354. E. Decision with Respect to Individual Development Areas that are Proposed as Part of this Master Plan application The following development areas that are proposed as development areas as part of this Master Plan application are APPROVED: 1. Lot 108: This development area is suitable for development and is approved for a maximum of eighteen (18) residential dwelling units in structures consisting of 1-4 dwelling units. 2. Park Road: This development area is suitable for development and is approved for a maximum of fifteen (15) residential dwelling units in structures consisting of 1-4 dwelling units. 3. Wheeler Parcel: This development area is suitable for development and is approved for a maximum of thirty-two (32) residential dwelling units in structures consisting of 1-4 dwelling units. 01 IV. CONDITIONS The following conditions are necessary for the Master Plan application to meet the City's requirements and standards for approval: A. The locations and uses of stockpiles, including erosion control measures sufficient to meet the standards of Article 16 of the LDR, must be addressed prior to approval of preliminary plat applications for any of the development areas. B. Any application to place fill in any of the development areas shall be made pursuant both to a preliminary plat application for each development area and §3.12 of the LDR. C. Prior to the issuance of any further preliminary plat approvals, the Applicant shall install: 1. A sidewalk running in an easterly -westerly direction along the south side of Park Road to connect the existing Park Road recreation path crossing with the existing sidewalk on the east side of Golf Course Road, including a new stub of sidewalk on the western side of Golf Course Road and 2. A sidewalk crossing southerly of the northerly intersection of Park and Golf Course Roads to connect the new sidewalk to the existing stub of sidewalk on the east side of Golf Course Road. D. Any future requests for waivers will be reviewed in conjunction with the preliminary or final plat reviews for the individual development areas. E. Nothing in this Consent Order and Decree shall be construed as a covenant or restrictive condition similar to the type found in In re Stowe Club Highlands, 166 Vt. 33 (1996) not to develop any portion of the Applicants' property at some point in the future, including but not limited to those areas described in Finding d(i), above. Either or both of the Applicants may at some point in the future seek to amend or alter the Master Plan in due course, as it sees fit in its sole discretion, but any such application(s) must comply with the City of South Burlington Land Development Regulations then in effect. 10 V. RECORDING THE MASTER PLAN The Master Plan may not be recorded unless and until the Closing referenced in Paragraph 1 of the Amended Agreement takes place. This Master Plan approval shall be null and void if the Closing referenced in Paragraph 1 of the Amended Agreement does not take place. This approval of the Master Plan shall expire sixty (60) days after the Closing referenced in Paragraph 1 of the Amended Agreement takes place unless, within such sixty (60) day period, such Master Plan shall have been duly filed or recorded with the office of the City Clerk. The Master Plan may not be filed or recorded in the office of the City Clerk until this approval is endorsed in writing by the Chair or Clerk of the DRB on the Master Plan. The Chair or Clerk of the DRB shall endorse the Master Plan no later than seven business days after the Closing described in Paragraph 1 of the Amended Agreement. So Ordered: Honorable Thomas S. Durkin Date DATED at Burlington, Vermont, this day of August 2015. LO-A Stitzel, Page & Fletcher, P.C. Attorneys for the CITY OF SOUTH BURLINGTON Amanda S.E. Lafferty DATED at South Burlington, Vermont, this day of August 2015. Fead Construction Law, PLC Attorneys for the HIGHLANDS DEVELOPMENT COMPANY, LLC and JAM GOLF, LLC William Alexander Fead sons 5-005 FINAL consent order and decree agr 11 EXHIBIT D STATE OF VERMONT SUPERIOR COURT ENVIRONMENTAL DIVISION JAM GOLF LONG DR. SD APPLIC DOCKET NO.38-3-11 VTEC COMPLETENESS STIPULATED V.R.C.P. 58 JUDGMENT ORDER NOW COME JAM Golf, LLC, by and through its attorneys, Fead Construction Law, PLC, and the City of South Burlington (the "City"), by and through its attorneys, Stitzel, Page & Fletcher, P.C., and hereby stipulate and agree that the Court may enter the following order: 1. Appellant's subject application for Final Plat Approval of the Long Drive Subdivision is deemed complete. 2. Appellant's appeal is REMANDED to the City Development Review Board for further proceedings under the South Burlington Zoning Regulations with amendments through April 16, 2001, the City of South Burlington Subdivision Regulations with amendments through January 4, 1999, and this Court's judgment order dated September 11, 2009 in Appeal of JAM Golf, LLCDocket No. 69-3-02 Vtec. SO ORDERED: Honorable Thomas S. Durkin Date [Consent of parties on following page] DATED this day of DATED this day of In son15-005 long drive sub jo 07.31.15 2015 in South Burlington, Vermont. JAM GOLF, LLC By Fead Construction Law, PLC, Its Attorneys William Alexander Fead 2015 in Burlington, Vermont. CITY OF SOUTH BURLINGTON By Stitzel, Page & Fletcher, P.C. Its Attorneys Amanda S. E. Lafferty EXHIBIT E TO AMENDED AGREEMENT AMONG THE CITY OF SOUTH BURLINGTON, HIGHLANDS DEVELOPMENT COMPANY LLC AND JAM GOLF LLC The easement for "normal golfing activities" to be reserved by JAM Golf, LLC in the deed conveying the JAM Parcel to the City as contemplated in Paragraph 10(a)(2) of the Amended Agreement shall describe "normal golfing activities" so as to include the following: 1. The usual and common noise level associated with playing golf and operating a golf course; 2. The flight of golf balls over, on and through the JAM Parcel and permitting golf balls and other items of golf related equipment to unintentionally come upon such Parcel; 3. A right for golfers at reasonable times (which shall include one (1) hour before sunrise and one (1) hour after sunset) and in a reasonable manner to come upon the JAM Parcel to retrieve errant golf balls or other equipment. The aforesaid right of entry and the License shall not relieve golfers of liability for damage caused by errant golf balls or other equipment; 4. The right for any water from any irrigation system serving JAM's golf course to over -spray onto the JAM Parcel; and 5. The right for JAM, or its successors and assigns, with the City's advanced written consent, which shall not be unreasonably withheld, to enter onto and access the JAM Parcel for operation, maintenance, repair and replacement of the golf course. The easement shall also include provisions in substantially the same form as the following: The following entities shall be held harmless from liability for any damage or injury resulting from errant golf balls, other equipment, the over -spray of water or the exercise of this easement: JAM Golf, LLC, and its successors and assigns; Highlands Development Company, LLC, and its successors and assigns; and any officer, director, member or partner of any of the foregoing entities, or any officer or director of any partner or member. 2. The easement is for the benefit of, and shall run with the title to, that parcel of land adjoining the herein conveyed premises to the West designated as "Golf Course Parcel F" on the Survey of Land Exchange described above, and will expire when Golf Course Parcel F ceases to be used as a golf course. son15-005 Ex E to rev golf course agr 07-31.15 a OM ROAD NEW 20' REC.PATH EASEMENT ALONG RELOCATED SECTION OF PATH 20' wIDE CITY EASEMENT ALONG RELOCATE® - -j 'PORTION OF REC. PATH C11TY of TO BE ABANDONED AFTER 20' STORM DRAINAGE SOUTH CONSTRUCTION OF NEW EASEMENT IN FAVOR REC .PATH OF CITY \ LI TON �,, P^,2' '� ` `' PAVED REC PATH Y ......... ------------------ - .-.. ------- ----- — -----� RELOCATED REC. PATH rn 0 a®a� ars r a�aa� aw . ..... i per a. w a -a �,L z N/i— LOT 52 LOT 50 LOT 48 LOT 46 LOT 44 LOT 42 LOT 40 LOT 38 a v {,aa E v 0 150 ,utI Scale in feet CIVIL ENGINEaa$ NGG S;5C)'�"I�=�,T1, 5A I 'Ca � EXHIBIT F Project No. 98144.33 10MANSFIEDVIEW LN.,SO. BURLINGTON, VT 05403 = VERMONT NATIONAL COUNTRY CLUB 802 864-2323 FAX 802-864-2271 EXHIBIT and the CITY of SOUTH BURLINGTON Scale: r' =150' Drawn by ACL LAND EXCHANGE WORKSHEET F Date JULY, 2015 Checked by DSM I SOUTH BURLINGTON VERMONT11 STATE OF VERMONT SUPERIOR COURT HIGHLAND DEV. CO, LLC & JAM GOLF LLC ENVIRONMENTAL DIVISION DOCKET NO. 194-10-03 Vtee AMENDED CONSENT ORDER AND DECREE NOW COME Highlands Development Company, LLC ("Highlands") and JAM Golf, LLC ("JAM") (collectively the "Developers" or "Applicants"), by and through their attorneys, Fead Construction Law, PLC, and the City of South Burlington, Vermont, ("City"), by and through its attorneys, Stitzel, Page & Fletcher, P. C., (the City and the Developers are referred to collectively as the "Parties"), and hereby stipulate and agree that the Court may enter the following order: The above -captioned matter involves an appeal of a decision of the City of South Burlington Development Review Board in application #MP-03-01, dated September 25, 2003, brought pursuant to 24 V.S.A. § 4471. The Parties have agreed to a mutual resolution of the above - captioned appeal, which settlement is memorialized in a documented entitled, "AMENDED AGREEMENT AMONG THE CITY OF SOUTH BURLINGTON, HIGHLANDS DEVELOPMENT COMPANY, LLC AND JAM GOLF, LLC" and dated August �., , 2015 ("Amended Agreement"). The Amended Agreement is attached hereto and incorporated into this Amended Consent Order and Decree by reference and shall be enforceable in the same manner as an Order of this Court. Developers may refile this Appeal and complete the trial that was suspended for settlement negotiations, should the City not adopt amendments to the Land Development Regulations as required by Paragraph 6 of the Amended Agreement. In accordance with the terms and conditions of the Amended Agreement and this Amended Consent Order and Decree, the Master Plan, Exhibit B to the Amended Agreement, is hereby APPROVED. To effectuate the Amended Agreement and this Amended Consent Order and Decree, the decision of the South Burlington Development Review Board, #Mr/03-01, dated September 25, 2003, is hereby amended and restated as follows: Findings of Fact and Decision, #MP-03-01 of the Highlands Residential Development for Master Plan Approval for the 435.37-acre Vermont National Country Club property, 1227 Dorset Street, for a Planned Unit Development consisting of 354 residential dwelling units, a clubhouse, and an 18-hole golf course. The Applicants seek approval of a Master Plan pursuant to Section 15.07 of the South Burlington Land Development Regulations for the property known as the Vermont National Country Club or "VNCC," portions of which have previously been approved for development. Master Plan approval for this property is required by Section 15.07(B)(1) of the South Burlington Land Development Regulations ("LDR") as a prerequisite to the development of ten (10) or more residential units in the Southeast Quadrant Zoning District (SEQ). Pursuant to Section 15.02(A)(4) of the LDR, a master plan shall be a binding sub- part of a PUD approval and shall not be construed as a separate land development review procedure from the PUD procedures set forth in Article 15 of the LDR. I. FINDINGS OF FACT The Court, acting as the Development Review Board ("DRB"), makes the following findings of fact: a. Application i. This application consists of a master plan for a previously approved, partially completed Planned Unit Development ("PUD") on approximately 435.68 acres known as the Vermont National Country Club ("VNCC PUD" or the "Property") in the Southeast Quadrant District. ii. The application is based on a plan entitled "Vermont National Country Club, South Burlington, Vermont Master Plan," prepared by Civil Engineering Associates, Inc., dated JAN., 2013, last revised 7.8.15. iii. The "owners of record" of the Property for purposes of this application are JAM Golf, LLC and Highlands Development Company, LLC. b. Prior Approvals i. Any prior preliminary plat approvals pertaining to a portion or portions of the VNCC PUD that are not explicitly incorporated into this decision or have not been separately approved by the DRB or this Court are hereby superseded pursuant to § 15.07 of the LDR. ii. Applicants initially made this application concurrently with applications #SD-03- 24, -25, -26, and -27, for which separate findings of fact have been issued. These findings of fact are incorporated into this Master Plan approval by reference. c. Master Plan Application consists of- i. The above -referenced Master Plan, which includes the following information: ii. The previously approved PUD consisted of approximately 450 acres. Applicants propose to remove from the PUD approximately 21.88 acres of land along the existing eastern boundary of the VNCC PUD and convey them to the City. Applicants also propose to add to the VNCC PUD approximately 7.25 acres of land that is east of Dorset Street and northerly and southerly of Park Road that is to be conveyed to the Applicants. The combined area of the VNCC PUD subject to the Master Plan is approximately 435.37 acres. iii. The Master Plan proposes thirteen Project Areas, or development areas, not including the Clubhouse Facility. iv. Public amenities and facilities indicated on the plans are the recreation path and the golf course. V. The maximum impervious coverage proposed for the Property is 15% (30% permitted). The maximum building coverage proposed for the Property is 7% (15% permitted). vi. A maximum of 1.2 units per acre is permitted in the Southeast Quadrant District. The maximum development density for the Property, based on 435.37 acres of land, is 522 dwelling units. The total number of residential dwelling units 0) proposed by the Applicants for the VNCC PUD is 354, which results in a density of approximately .813 units per acre. vii. The traffic study submitted by Applicants predicts a maximum PM peak hour VTE count of 350. viii. The master plan depicts all necessary infrastructure and locations. ix. The master plan contains sufficient roadway detail. X. The master plan depicts sufficient contour lines. xi. Specific waivers from the LDR will be evaluated with subsequent preliminary plat applications for each proposed development area. d. Proposed Development Areas in the proposed Master Plan. i. The Master Plan application for 13 development areas includes seven (7) development areas for which there was no existing, valid City preliminary plat approval at the time Applicants initially submitted the master plan application. Two of these areas, Water Tower and Old School House Road, have received separate Findings of Fact for their respective preliminary plat applications, which as noted above, are incorporated into these Findings by reference. Since the Applicants initially submitted the master plan application, these two development areas have received final plat approval. The proposed development areas are as follows: Development Areas I. Approved at time that Developers submitted Master Plan application in 2003 IL Master Plan Net Unit Difference between Columns I. and II. Old School House Road 11 15 4 Holbrook Road and Tabor Place 26 26 0 Fairway Drive 36 36 0 Economou Farm Road 23 23 0 Golf Course and Park Roads 117 118 1 Four Sisters Road 37 37 0 Lots 39-42 4 4 0 Water Tower 4 9 5 Clubhouse 4 11 7 Park Road 2 15 13 Lot 108 0 18 18 ...Long Drive. Subdivision n/a 10 10 Wheeler Parcel n/a 32 32 Unit Totals 264 354 90 3 H. CONCLUSIONS OF LAW A. Evaluation of Compliance with Section 15.18(A)(1) through (3) § 15.18(A)(1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The VNCC PUD holds a valid water and wastewater allocation for a sufficient capacity to serve all proposed development. Planned improvements to the SEQ's water supply by the City are sufficient to ensure water supply and wastewater disposal capacity. § 15.18(A)(2) Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. Individual preliminary plat applications will be evaluated for conformance with this criterion and the provisions of Article 16, Construction and Erosion Control. §I5.18(A)(3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making the finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. There may continue to be site -specific access and circulation issues, particularly related to fire protection. These are best addressed during preliminary plat review for individual development areas. B. Evaluation of Compliance with Section 15.18(A)(4) through (6), and (10) § 15.18(A)(4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. §15.18(A)(5) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. 11 § 15.18(A)(6) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/to stream buffer areas. § 15.18(A)(14) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed master plan layout meets these criteria. Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. C. Evaluation of Compliance with Section 15.18(A)(7) through (9) § 15.18(A)(7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not limited to, minimum distances between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. § 15.18(A)(8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. § 15.18(A)(9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the application related to maintenance that has been approved by the City Council. The master plan proposes few substantial changes to the roadway and infrastructure layout that has been proposed since 1995. Any site -specific concerns related to fire protection will be addressed with the Fire Chief during preliminary plat reviews. D. Evaluation of Compliance with Section 15.18(B)(1) through (4) § 15.18(B)(1) Open space and development areas shall be located so -as to maximize the aesthetic values of the property in keeping with the Comprehensive Plan goal of preserving and enhancing the open character, natural areas, and scenic views of the Quadrant, while allowing carefully planned development. § 15.18(13)(2) Buildings lots, streets and other structures shall be located in a manner that maximizes the protection of the open character, natural areas, and scenic views of the Quadrant identified in the Comprehensive Plan, while allowing carefully planned development at the overall base densities provided in these Regulations. 5 § 15.18(B)(3) Existing natural resources on each site shall be protected through the development plan, including streams, wetlands, floodplains, wildlife habitat and corridors including those areas identified in the South Burlington Open Space Strategy, and special natural and/or geologic features such as mature forests, headwaters areas, and prominent ridges. §15.18(B)(4) Consistent with (1) through (3) above, dedicated open spaces shall be designed and located to maximize the potential for combination with other open spaces on adjacent properties. The proposed master plan layout meets these criteria. Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. E. Evaluation of Compliance with Section 15.18(B)(5) through (7) § 15.18(B)(5) The conservation of existing agricultural production values on lands in the SEQ is encouraged through development planning that avoids impacts on prime agricultural soils as defined in the South Burlington Open Space Strategy and provides buffer areas between existing agricultural operations and new development, roads, and infrastructure. Continuation of agriculture is not an issue for this proposal. § 15.18(B)(6) A plan for the proposed open spaces and/or natural areas shall be established by the applicant describing the intended use and maintenance of each area. Continuance of agricultural uses or enhancement of wildlife habitat values in such plans for use and maintenance is encouraged. Applicants propose to remove from the VNCC PUD and convey to the City 21.88 acres of land that the City will maintain. Otherwise, the proposed master plan does not propose any areas to be "perpetually open." Applications for preliminary and final plat approval for each of the development areas, except the Long Drive Subdivision, will be evaluated for their individual compliance with these criteria as well. Prior orders of this Court in this matter shall apply to the interpretation and application of these criteria. In addition, any future proposal to amend or alter the Master Plan or portions of it must comply with the City of South Burlington Land Development Regulations then in effect. § 15.18(B)(7) In the absence of a specific finding by the DRB that an alternative location and/or provision is approved for a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. 0 Pursuant to 24 V.S.A. § 4421(2), upon recording of the final plats in connection with the land exchange described in Paragraphs 1 and 13 of the Amended Agreement, the Official Map is modified without need for further action and upon such modification, the proposed Master Plan will conform with the Official Map. III. DECISION and CONDITIONS Based on the above Findings of Fact and Conclusions of Law, Master Plan application #MP-03- 01 for 354 residential units, a clubhouse and an 18-hole golf course on 43 5.3 7 acres is APPROVED, 'with the following conditions. A. Approval of a Master Plan Pursuant to Section 15.07(D)(1), the thirteen development areas, not including the Clubhouse Facility, depicted on the Master Plan each have a suitable maximum residential density, in terms of a number of units that can be reasonably accommodated within the boundaries of the development areas approved in this decision. Pursuant to Section 15.07(D)(2), the following table specifies the levels of review to be required for subsequent modifications of any of the approved fourteen development areas: Development Areas Master Plan Status Level of Review Controlling Approved for Subsequent Permit Units Permits Clubhouse Facility n/a Constructed Site Plan Review SD-02-77 Only for changes and amendments Old School House Road 15 Built out ZP for SD-03-24 modifications to & 26 houses Holbrook Road and 26 Built out ZP for SD-02-61 & - Tabor Place modifications to 81 houses Fairway Drive 36 Built out ZP for SD-02-61 modifications to &- 81 houses Economou Farm Road 23 Built out ZP for SD-00-58 modifications to houses Golf Course and 118 Under construction ZP for new SD-02-76 & Park Roads construction or SD-01-64 modifications to houses Four Sisters Road 37 Built out ZP for SD-00-06 modifications to houses Lots 39-42 4 Built out ZP for Approved by modifications to Decision houses dated April 15, 1997 7 Water Tower 9 Built out ZP for SD-03-25 modifiications to & -27 houses Clubhouse 11 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 11 units Park Road 15 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 15 units Lot 108 18 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 18 units Long Drive Subdivision 10 Preliminary plat Proceed to final approved by V.R.C.P. plat for up to 10 58 Judgment Order units as provided entered September 11, in Paragraphs 2009, in Docket No. 7.a and 11 of the 69-3-02 Vtec Amended Agreement Wheeler Parcel 32 Conceptual/master Proceed to MP-03-01 plan preliminary plat for up to 32 units Unit Totals 354 B. Master Plan Criteria Umbrella Criteria The Court, acting as the Development Review Board, approves the following Master Plan "umbrella criteria" pursuant to §15.07(D)(3) and (6): 1. Overall density and number of residential dwelling units: A maximum number of 354 residential dwelling units are approved for the subject 435.37-acre Planned Unit Development. This number of residential dwelling units in this PUD results in an approved maximum density of .813 units per acre. 2. Building and impervious coverage: A total building coverage of 7% and a total impervious coverage of 15% are approved for the VNCC PUD. These are overall limits for the entire VNCC PUD subject to this approval. Within individual development areas as described and approved in this application, these overall limits may be exceeded provided the applicable SEQ zoning district limitations of fifteen percent (15%) for buildings and thirty percent (30%) overall are met. 3. Location, layout, capacity and number of collector roadways: The collector roadway system is approved as shown on the Master Plan. 4. Land development proposed in any area previously identified as permanent open space in the approved Master Plan application: Applicants do not propose any permanent open space as part of this Master Plan application. However, the Master Plan application complies with Sections 15.18(A)(6), (B)(1)-(4). 5. Maximum number of vehicle trip ends: A maximum of 350 PM peak hour trip ends from all approved residential and non-residential uses is approved for the VNCC PUD. C. Decision with Respect to Individual Development Areas that were Approved Previously The prior positive findings of fact and conclusions regarding the ten previously approved development areas are AFFIRMED: the Clubhouse Facility, Holbrook Road and Tabor Place, Fairway Drive, Economou Farm Road, Golf Course and Park Roads, Four Sisters Road, Lots 39-42, Old School House Road, Water Tower and Long Drive Subdivision. Modification of these areas is subject to review under the terms of this Master Plan approval and all applicable City regulations. D. Decision with Respect to the Individual Development Areas that are Proposed to be Modified The following development areas that have been approved previously and which Applicants propose to modify in conjunction with this Master Plan application are APPROVED: 1. Clubhouse: This development area is suitable for development and is approved for a maximum of eleven (11) residential dwelling units in structures consisting of 1-4 dwelling units. 2. Golf Course and Park Roads: In order to correct and/or clarify the number of single family dwelling units allowed in this development area, the label on the Master Plan for this development area has been modified to state that the total number of single family dwelling units is 32, and the Lot Summary chart on the Master Plan has been modified to state that the total number of single family dwelling units in this development area is 32. The resulting Single House Lot Sub -total approved for the PUD on the Property is 98, and the resulting Total number of units approved for the PUD on the Property is 354. E. Decision with Respect to Individual Development Areas that are Proposed as Part of this Master Plan application The following development areas that are proposed as development areas as part of this Master Plan application are APPROVED: 1. Lot 108: This development area is suitable for development and is approved for a maximum of eighteen (18) residential dwelling units in structures consisting of 1-4 dwelling units. 2. Park Road: This development area is suitable for development and is approved for a maximum of fifteen (15) residential dwelling units in structures consisting of 1-4 dwelling units. 3. Wheeler Parcel: This development area is suitable for development and is approved for a maximum of thirty-two (32) residential dwelling units in structures consisting of 1-4 dwelling units. IV. CONDITIONS The following conditions are necessary for the Master Plan application to meet the City's requirements and standards for approval: A. The locations and uses of stockpiles, including erosion control measures sufficient to meet the standards of Article 16 of the LDR, must be addressed prior to approval of preliminary plat applications for any of the development areas. B. Any application to place fill in any of the development areas shall be made pursuant both to a preliminary plat application for each development area and §3.12 of the LDR. C. Prior to the issuance of any further preliminary plat approvals, the Applicant shall install: 1. A sidewalk running in an easterly -westerly direction along the south side of Park Road to connect the existing Park Road recreation path crossing with the existing sidewalk on the east side of Golf Course Road, including a new stub of sidewalk on the western side of Golf Course Road and 2. A sidewalk crossing southerly of the northerly intersection of Park and Golf Course Roads to connect the new sidewalk to the existing stub of sidewalk on the east side of Golf Course Road. D. Any future requests for waivers will be reviewed in conjunction with the preliminary or final plat reviews for the individual development areas. E. Nothing in this Consent Order and Decree shall be construed as a covenant or restrictive condition similar to the type found in In re Stowe Club Highlands, 166 Vt. 33 (1996) not to develop any portion of the Applicants' property at some point in the future, including but not limited to those areas described in Finding d(i), above. Either or both of the Applicants may at some point in the future seek to amend or alter the Master Plan in due course, as it sees fit in its sole discretion, but any such application(s) must comply with the City of South Burlington Land Development Regulations then in effect. 10 V. RECORDING THE MASTER PLAN The Master Plan may not be recorded unless and until the Closing referenced in Paragraph 1 of the Amended Agreement takes place. This Master Plan approval shall be null and void if the Closing referenced in Paragraph 1 of the Amended Agreement does not take place. This approval of the Master Plan shall expire sixty (60) days after the Closing referenced in Paragraph 1 of the Amended Agreement takes place 'unless, within such sixty (60) day period, such Master Plan shall have been duly filed or recorded with the office of the City Clerk. The Master Plan may not be filed or recorded in the office of the City Clerk until this approval is endorsed in writing by the Chair or Clerk of the DRB on the Master Plan. The Chair or Clerk of the DRB shall endorse the Master Plan no later than seven business days after the Closing described in Paragraph 1 of the Amended Agreement. ered: Honorable omas S. Durkin DateO —T— DATED at Burlington, Vermont, this 191h day of August 2015. Stitzel, Page & Fletcher, P.C. Attorneys for the CITY OF SOUTH BURLINGTON Amanda S.E. Lafferty - 7 DATED at South Burlington, Vermont, this day of August 2015. Fead Construction Law, PLC Attorneys for the HIGHLANDS DEVELOPMENT COMPANY, LLC and JAM GOLF, LLC By: ,'�" -' William Alexander Fead t son15.005 FINAL consent order and decree original agr 11