Loading...
HomeMy WebLinkAboutBATCH - Supplemental - 1000 Shelburne Road4or'*%;� VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Drinking Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office iii West Street Essex Junction, VT 05452-4695 www.se tiu c.vt.gov January 24, 2013 New England Federal Credit Union P.O. Box 527 Williston VT 05495 RE: WW-4-3840-1, New England Federal Credit Union; amend WW-4-3840 to reconstruct existing NEFCU building and construct new municipal water and sewer services located at l000 Shelburne Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on January 23, 2013, including a fee Of $245.00 paid by check #033782. Under the performance standards for this program, we will have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. I have requested a refund in the amount of $65.00 to be paid to Civil Engineering Associates, Inc. This project is considered a minor amendment. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Jeffrey Olesky/Civil Engineering Associates, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury CIVIL EI IGU EMEAMl IG NSOISOCIAtC�, IN IC, 1.0 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com September 61", 2012 Ray Belair Zoning Administrator City of South Burlington 575 Dorset St. South Burlington, VT 05403 Re: Plans for Recording Proposed New England Federal Credit Union Reconstruction Project 1000 Shelburne Rd. South Burlington, VT 05403 Dear Ray, Please find attached three (3) full size plan sets, a CD containing a digital copy of the plat of survey, as well as a digital recording fee check of $60 (plat is geo-referenced) for the proposed New England Federal Credit Union reconstruction project at 1000 Shelburne Rd. The plans have been updated to reflect the conditions of approval under #SD-12-05. Upon review, please contact us to initiate the submittal of the mylars for the plat (P 1) and proposed site plan (C 1.1), if the attached plans are acceptable. If you have any questions or concerns about this submittal please feel free to contact me. Sincerely, Jeffrey, esky, P.E. Cc: CEA File #11196 Shawn Brennan, Freeman, French Freeman (via email) Tom Richards, NEFCU (via email) VERMONT Form Property Transfer Tax Return PT-172 SELLER'S (TRANSFEROR'S) INFORMATION 11111 1hI 1111111111111 SLACK OUT Entity SELLER 41 Federal ID number Individual SELLER #1 Social Security Number Individual SELLER #2 Social Security Number )N TOWN :OPY ONLY Entity SELLER #1 Name Individual SELLER #1 Last Name First Name Entity SELLER #1 or Individual SELLER #1 Mailing Address Following Transfer (Number and Street or Road Name) City or Town State Zip Code a Individual SELLER #2 Last Name First Name Individual SELLER #2 Mailing Address Following Transfer (Number and Street or Road Name) City or Town State...,.Zip Code _ TOTAL number of SELLERS If more than 2, attach Form 172-S. BUYER'S TRANSFEREE'S INFORMATION Initial Initial ( ) INTERNATIONAL address checkbox SLACK OUT Entity BUYER #1 Federal ID number individual BUYER #1 Social Security Number Individual BUYER #2 Social Security Number )N TOWN :OPY ONLY _. Entity BUYER #1 Name Individual BUYER #1 Last Name First Name Initial Entity BUYER #1 or Individual BUYER #1 Mailing Address Following Transfer (Number and Street or Road Name) City or Town _ State Zip Code R�`tA i 0.5.10 Individual BUYER #2 Last Name First Name Initial Individual BUYER #2 Mailing Address Following Transfer (Number and Street or Road Name) City or Town _ . State Zip Code. . TOTAL number of BUYERS ) If more than 2, attach Form 172-B. Form PT-172, Page 1 of 4 Rev. 11/10 Buyer #1 or Entity SSN or FID Property Location Date of Closing _ 1111111111111111111111111I PROPERTY LOCATION Number and Street or Road Name ity or Town _... .: _ _ ..... . VT r DATE OF CLOSING INTEREST IN PROPERTY - Write the number from the list If "4", enter o/ 1 % Interest here o 1. Fee Simple 3. Undivided 1/2Interest 5. Time -Share 7. Easement/Row M M D D Y Y Y Y 2. Life Estate 4. Undivided _% Interest 6. Lease 8. Other LAND SIZE (Acres or fraction thereof) SPECIAL If sale was between family members, Check if development rights FACTORS enter number from list below have been conveyed ' ± 1. HusbandlWife 2. Parent/Child 3. Grandparent/Grandchild 4.Other FINANCING: Conventional/Bank Owner Financing Other TYPE OF BUILDING CONSTRUCTION AT THE TIME OF TRANSFER (Check all that apply) 1. None 5. Farm Buildings 9. Store 2 Factory 6. MultiFamily with Dwelling Units Transferred 10. Resid ntial Newonstructiioon 3 Single Family Dwelling 7. Mobile Home 11. Other 4. Seasonal Dwelling 8. Condominium with :.... '._ ..,; Units Transferred SELLER'S USE OF PROPERTY 1. PrimaryResidence 4. Timberland 7. CommerciaL\ BEFORE TRANSFER 2. Open Land 5. Operating Farm 8. Industrial (Enter number from list) 3. Secondary Residence 6. Government Use 9. Other Check if property was rented BEFORE transfer BUYER'S USE OF PROPERTY 1. Primary Residence 4. Timberland 7. Commercial. AFTER TRANSFER 2. Open Land 5. Operating Farm 8. Industrial (Enter number from list) 3. Secondary Residence 6. Government Use 9. Other _ Check If property will be rented AFTER transfer Check if property was purchased by tenant : Check If buyer holds title to any adjoining property AGRICULTURALtMANAGED FOREST LAND USE VALUE PROGRAM, 32 V.S.A. Chapter 124 If transfer is exempt from Property Transfer 1. Check if property being conveyed is subject to a land use change tax lien Tax, cite exemption number from instructions and complete Sections M, N, and 0 below. ! 2. Check if new owner elects to continue enrollment of eligible property TOTAL Price Paid Price paid for Personal Property Price paid for Real Property State type of Personal Property If price paid for Real Property is less than fair market value, please explain Value of purchaser's principal Fair market value of property enrolled in current use Fair market value of qualified working farm residence included in Line 0 for special tax rate (See instructions) program included in Line 0 for special tax rate included in Line 0 for special tax rate PROPERTY TRANSFER TAX DUE from rate schedule on page 3 of this form. COMPLETE RATE SCHEDULE FOR ALL TRANSFERS. Make checks payable to VERMONT DEPARTMENT OF TAXES - , - -- - - -- - - •--- _---• - - DATE SELLER ACQUIRED IF A VERMONT LAND GAINS TAX RETURN IS NOT BEING FILED, cite exemption(s) from instructions on page 5 of -••- • -~-,•• •• this booklet Form PT-172, Page 2 of 4 Rev.11/10 Buyer #1 or Entity SSN or FID Property Location Date of Closing _ 1111111111111111111111I RATE SCHEDULE Tax on Special Rate Property �, ©(� 1. Value of purchaser's principal residence. Also enter on Line P. (See instructions) ....... . ............... 1. 2. Value of property enrolled in current use program. Also enter on Line Q ............................... 2. 3. Value of qualified working farm. Also enter on Line R.............................................. 3. 4. Add Lines 1,2,and 3....................................................................... 4. 5. Tax rate .......................... ............ ............................................ 5. 0.005 6. Tax due on Special Rate Property (Multiply Line 4 by Line 5)......................................... 6. Tax on General Rate Property 7. Enter amount from Line 0 on page 2 of this form ............. . ....... . ............................ 7. 8. Enter amount from Line 4 above............................................................... 8. 9. Subtract Line 8 from Line 7 .............................. ..................................... 9. 10. Tax rate.............................................................................. . .. 10. 0.0125 11. Tax due on General Rate Property (Multiply Line 9 by Line 10)....................................... 11. TOTAL 12. TAX DUE Add Line 6 Line J and 11. Enter here and on Line S on page 2 of this form ............................... 12. LOCAL AND STATE PERMITS AND ACT 250 CERTIFICATES Buyer(s) and Seller(s) certify as follows: A. That they have investigated and disclosed to every party to this transaction all of their knowledge relating to flood regulations, if any, affecting the property. B. That the seller(s) advised the buyer(s) that local and state building regulations, zoning regulations and subdivision regulations and wastewater system and potable water supply rules under 10 V.S.A. Chapter 64 pertaining to the property may limit significantly the use of the property. C. That this transfer is in compliance with or is exempt from the wastewater system and potable water supply rules of the Agency of Natural Resources for the following reasons: 1.This property is the subject of Permit Number and is in compliance with said permit, or 2.This property and any retained parcel is exempt from the wastewater system and potable water supply rules because (see instructions for exemptions): a. Parcel to be sold: Exemption Number b. Parcel retained: Exemption Number J J Seller(s) further certifies as follows: D. That this transfer of real property and any development thereon is in compliance with or exempt from 10 V.S.A. Chapter 151, Vermont's Land Use and Development law (Act 250), for the following reason: 1. This property is the subject of Act 250 Permit Number and is in compliance with said permit, or 2. This property is exeE om Act 250 because (list exemption number from Line Din instructions): Q. E. That this transfer does do (strike one) result in a partition or subdivision of land. Note: If it does, an Act 250 Disclosure Statement must be attached to this return being with the town clerk (see Line E instructions). WITHHOLDING CERTIFICATION ❑ Buyer(s) certifies that Vermont income tax has been withheld from the purchase price and will be remitted to the Commissioner of Taxes with Form RW-171 within 30 days from the transfer, OR that the transfer is exempt from income tax withholding for the following reason (check one): ❑ 1. Under penalties of perjury, seller(s) certifies that at the time of transfer, each seller was a resident of Vermont or an estate. ❑ 2. Buyer(s) certifies that the parties obtained withholding certificate number from the Commissioner of Taxes in advance of this sale. 3. Buyer(s) certifies that this is a transfer without consideration. (See instructions for Form RW-171.) ❑ 4. Seller(s) is a mortgagor conveying the mortgaged property to a mortgagee in a foreclosure or transfer in lieu of foreclosure, with no additional consideration. Form PT-172, Page 3 of 4 Rev. 11/10 Buyer #1 or Entity SSN or FID Property Location Date of Closing _ 1111111111111111111111l SIGNATURES We hereby swear and affirm that this return, including all certificates, is true, correct and complete to the best of our knowledge. Signature Datel 1= W Signature Date J t j Signature Date Cl) Signature Date J I Signature Date CC LL1 Signature, Date m Signature Date Signature Date p0. 1 rr, Prepared by (print or type ) `\ �c. �. ���--� `V , �5 W Preparer's Signature (��� l J(r� Preparer's Address Buyer's Representative I vJ 0 Buyer's Representative Telephone Town or City: Please forward original to the VT Department of Taxes within 30 days of receipt. THIS SECTION TO BE COMPLETED BY TOWN OR CITY CLERK Book Number Page Number Grand List year of City or Town Date of Record M M D D Y Y Y Y Grand List Value Parcel ID Number Grand List Category' SPAN ACKNOWLEDGMENT Return received (including certificates and Act 250 disclosure statement). SIGNED Clerk DATE Please use the following numeric two -digit grand list category codes Residential <6 Acres ............ 01 Seasonal >6 Acres ............. 06 Residential >6 Acres ............ 02 Commercial ................... 07 Mobile Home/Un ............... 03 Commercial Apt ................ 08 Mobile Home/La ............... 04 Industrial ..................... 09 Seasonal <6 Acres ............. 05 Utilities Elec................... 10 Utilities Other .................. 11 Farm ........................ 12 Other ........................ 13 Woodland .................... 14 Miscellaneous ................. 15 Form PT-172, Page 4 of 4 Rev. 11/10 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2011 Project Name & Address I1000 Shelburne Road Property Owner J NEFCU Effective Date TOTAL IMPACT FEE 62,1.8 Value of New Construction: Tvi)e of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall Structure Wood Frame Structure SF Pre -Fab Steel Structure SF Industrial/Manufacturing S66 S69 S65 S64 Engineering & Research S88 S96 S93 S88 General Office S123 3,920 S113 silo S104 Medical Office S133 S71 S69 S67 General Retail 84 S54 S51 S41 Auto Service Facility 84 S81 S78 Elder Care Facility 102 S74 S72 S72 Motel Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: ROAD IMPACT FEE: 34.54 $1,357.48 $552.82 $32,624.87 1 $482,160 $1,205,400.0 $1,001,100 $740.81 $969,86o.00 $9.70 $726.86 $0.00 09/05/2012 City of South Burlington Grand List Page 1 of 1 10:05 am Parcel Report ray For Parcel: 1540-01000. NEW ENGLAND FED CREDIT UNION Name NEW ENGLAND FED CREDIT UNION PO BOX 527 WILLISTON VT 05495 Location 911 1000 SHELBURNE RD Tax Map 44-099-000 Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 0.69 Real Land Building Equipment Inventory Values: 11001,100 487,700 513,400 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 11001,100 Housesite Special Exmp Grand List 0.00 0.00 10,011.00 Misc: Status: T Bill #: 55026 Updated: 06/14/2011 Last sale was: Invalid on 01/01/1999 for $485000 recorded on 445/240 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150376000 (8) : N (9): 07/07/00 SPAN: 600-188-14569 Y sy �Tr's A;17--YkPY , YA11 �, Page 1 of 1 ray From: Tom Richards [Richards@nefcu.com] Sent: Tuesday, September 04, 2012 3:23 PM To: ray Subject: New England Federal Credit Union - building permit Importance: High Good afternoon Ray — As I review the conditions for application for building permit, two item need to be calculated. One is the permit fee and the second is the traffic impact fee. Can you tell me what these amounts are? Or, direct me in how to calculate? You assistance, as always, is greatly appreciated. Regards, Tom Confidentiality Notice: This email message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential & privileged information, Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact sender by reply email & destroy all copies of the original message. To protect your privacy, we have removed personal and account information (such as member number, etc.) from the email being returned to you, and we advise you not to include confidential information if you respond to this email. 9/4/2012 Page 1 of 1 ray From: Tom Richards [Richards@nefcu.com] Sent: Tuesday, September 04, 2012 8:14 AM To: ray Subject: New England Federal Credit Union - removal from tonight's meeting agenda Importance: High Good morning — I received information from my Senior manager this morning that NEFCU has reached agreement with the hotel owner adjacent to the 1000 Shelburne Road property. I am informed that the appropriate documents have been signed. As such, NEFCU has no need to continue with the application scheduled before the DRB this evening. Please remove NEFCU from the agenda. Please advise if there is anything else required from NEFCU to officially remove us from the meeting. Thanks, Tom Confidentiality Notice: This email message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential & privileged information. Any unauthorized review. use. disclosure, or distribution is prohibited. If you are not the intended recipient. please contact sender by reply email & destroy all copies of the original message. To protect your privacy, we have removed personal and account information (such as member number, etc.) from the email being returned to you, and we advise you not to include confidential information if you respond to this email. 9/4/2012 1 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 151h day of August, 2012, a copy of the public notice and agenda (a copy of which is attached) was sent by U.S. mail, postage prepaid to the following persons, in accordance with 24 V.S.A. § 4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: B&S Food Service Box 8819 35 Sockanosett Cranston, RI 02905 Gloria & Lawrence Rozzi 54 Brewer Parkway South Burlington, VT 05403 Chittenden Trust Co. c/o Corp. Finance P.O. Box 820 Burlington, VT 05401 Kunal, LLC 138 N. Main Street Rutland, VT 05701 Laurel Hill Assoc., LLC 30 Deerfield Road South Burlington, VT 05407 Vignesh & Padmini Solai P.O. Box 549 Malden, MA 02148 Robert & Sandra Goddard 11 Laurel Hill Drive South Burlington, VT 05403 City of Burlington School District 550 Dorset Street South Burlington, VT 05403 These persons are owners of all properties, without regard to any public right-of-way, adjoin the property of New England Federal Credit Union. The notice and agenda apply to an application by New England Federal Credit Union to the South Burlington Development Review Board for amendment of Condition 16 of the DRB Approval (SD-12-05), dated May 2, 2012, which generally authorizes New England Federal Credit Union to (1) raze an existing office building, and (2) construct a 3,920 sq. ft. drive-in bank facility. I further certify that this notification was provided to the foregoing parties in accordance with 24 V.S.A. § 4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations. IA Dated at Burlington, Vermont, this day of August, 2012. Carl H. Lisman, Esq. (802) 864-5756 clismanglisman.com 18793\034 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 Police Station Community Room, 19 Gregory Drive, South Burlington, Vermont on September 4, 2012 at 7:00 P.M. to consider the following: 1. Final plat application #SD-12-15 of New England Federal Credit Union to amend a previously approved planned unit development to: 1) raze an existing office building, and 2) construct a 3,920 sq. ft. drive-in bank facility. The amendment consists of revising condition #16 of #SD-12-05 issued on 5/2/12 requiring a shared access agreement with the adjacent hotel property, 1000 Shelburne Road. 2. Preliminary plat application #SD-12-16 of Malone Dorset Street Properties, LLC to amend a previously approved planned unit development consisting of a 33,733 sq. ft. gfa building with 31,351 sq. ft. (including mezzanine) of retail food establishment use and 2,382 sq. ft. of short-order restaurant use. The amendment consists of: 1) razing three (3) single family dwellings, 2) constructing a 12,800 sq. ft. building for retail food use, and 3) constructing a 2-story 14,000 sq. ft. building consisting of 7,000 sq. ft. of retail use and 7,000 sq. ft .of general office use, 192,196,200, and 222 Dorset Street. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications are 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. August 16, 2012 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ....ZuI" ally dL on %ave a material ef- - f6clonthelibLanys _Qperations. 12oli- ties or procedures. Let The Library Trustees shall have exclusive authorityto adopt , amend and repeal bylaws which do not im- pact Library finances. which concern the meeting schedule for Trustees and which relate to activities neces- sary to meet the advisory require- ments of this Charter language L3y- laws cannot be in contradiction to the requirements or intent of this Charter. PROPOSED -BY -PETITION CIT CHARIELR'LAMENDMENTS Shall the voters amend the follow- ing sections of the City Charter as in- dicated: § 13-301. Officers; general provi- sions 'L L T - he officers of the City 'of South Burlington shall be those provided by law for towns, except as other- wise provided by this charter. The officers shall have all the powers and duties necessary to carry out the provisions of this charter as well as those Provided by law. The offices of fence vie'wer, weigher of coal, and inspector of lumber shall be abol- ished. Subsections (1), (2) and (3).remain unchanged (4) The city clerk shall be elected to a three-year term with all the powers and duties granted under general State law, including appointment and management of all staff of the clerk's office, including assistant city (a) The staff of the city clerk, if they I qualify, shall be members of the lo- cal bargaining unit but shall be ex- empt from all provisions regarding hiring, disciplining and firing. (b) The city clerk shall be responsible for all aspects of operating the clerk's office including limiting access after office hours. Additions are in underline and dele-' tions are in saikeottt. Dated at South Burlington, Vermont this 1211, day of August 2012. CITY OF SOUTH BURLINGTON Sanford, Miller, City Manager k6eive,O_and Posted this Dth day of August 2012. donna Kifiville, City Clerk Rosanne Greco, Chair South' I ington City Council Copies of the applications are avail- able for public inspection at the South Burlington City Hall. Partici- pation in the local proceeding is a prerequisite to the right to take any subsequent appeal. August 16,2012 PUBLIC HEARING SOUTH BURLINGTON'DEVELOPMENT REVIEW BOARD The South, Burlington Develop-, 1 ment Review Board will ,hold 'a public heating in th e South Burlington Police Station Commu- nity Room, 19 Gregory Drive, ..South Burlington, Vermont on September 4, 2012 at 7:00 P.M. to consider the following: : 11 J Final plat application #SD-12-15 of 1 New England, Federal Credit'i Union to amend a previously ap- proved planned unit development tot) raze an existing office build- ing, and 2) construct a 3,920 sqft. drive-in bank facility. The amend- ment consists of `revising condi- tion #16 of#SD-12-05 issued on 5/ 2/12 requiring a shared access agreement with the adjacent ho , tel property, 1000 Shelburne Road. Preliminary plat application #SD 12-16 of Malone Dorset Street Properties, LLC to amend a previ- ously approved platined unit-de- p I velopment consisting of a 33,733 sq. ft. gfa building with 31,351 sq. 1 ft. (including. mezzanine) of retail food establishment use and 2,382 sq. ft. of short-order restaurant use, The amendment consists of. i 1). razing three (3) single family I dwellings, 2) constructing a 12,800 sq. ft. building for retail food use, and 3) constructing a 2-story 14,000 sq. ft. building consisting of 7,000 sq. ft. of retail use and 7,000 sq. ft of general office use, 192,196,200, and 222 -Dorset Street, Mark Behr, Chairman South Burlington Development' Review Board Copies of the applications are available for public inspection at the South Burlington City Hall.] Participation in the local proceed- ing is a prerequisite to the right to take any subsequent appeal. Shared Living Provider' CCS is seeking an active individual or couple to provide home based supports to a humorous, vibrant young man. This is a flexible and rewarding job that allows you work from home! This position includes day supports provided by CCSI a generous tax-free stipend, a surplus of respite, a comprehensive training package, and 'assistance with,.necessaty, home, modifications. od c ations. Champlain -Community Services is a small non profit agency that suPports people with develidptnental disabilities in. reaching their goals and'dreams. FALL YOUTH SOCCAR South Burlington Recreation & Parks Fall Soccer Programs & Leagues Fun & Exciting Soccer for . ... ... .. all levels and abilities We offer P . . . . . . rograms for: 3 & 4yr. olds- Lil'Tots Soccer: (Coed ParenVChUdPrograw- Sept IS -Oct 20, SWurd4yS- 9:15- 10:15anO 5 & 6 yr.. olds- Tykesports- Soccer (Boys Program- Sept 15- Oct. Al Sarurdays- 10.-30- 11:30anO - (Girls Progrant- Sept. 11- Oct 14 17kesdays- "OL 630pno Is' & 2nd Grade- Lil'Kick-er's Soccer' (Boys League- Sge 4- Oa 20, Tues. - 5:30-630pm & Sal - 9. oo-I& 00an) (Girk League- Sept. 6- Oct. 14'Monday & Thursdays- S. 3".-30pn) 3' & 4* Grade- Jr. Soccer League (Boys League- Sept 5- Oct 20, Wed- 5:30-6.30pin & Sat.- lo.,15-11:lSallo - (Girls League- Sept. 6- Oct 18, Monday$ & Wednesdays- 5.304.30pnO 5-i &.0 Grade- Youth Soccer League (Boys League- Sept 5- Oct. 20, Wed- 530-6:30pm & Sat.- j0'.,I5_Il:I5a,* (Girls League- Sept 6- Oct 18, Mondays A Wednesdays- 5.30-6.30pm0 Detailed information on these programs and leagues can be found on our website- www.sburlrecdeptcom 7 ' Volunteer Coaches are needed- contact us if interested: .................... South Burlington Recreation & Parks 575 Dorset Street Registration South Burlington, VT 05403 begins www.sburir-lko.COM August 16- ............................ BM 10111 southburfington PLANNING & ZONING Permit Number SD- (offi. ��lyk ) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary CYf'lnal. Amendment PUD Being Requested? ❑ Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) New England Federal Credit Union, 141 Harvest Lane, Williston, VT 05495 802 879-0703 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol 446, Page 240- 3. APPLICANT (Name, mailing address, phone and fax#) New England Federal Credit Union 141 Harvest Lane, Williston, VT 05495 802 879-0703 4. CONTACT PERSON (Name, mailing address, phone and fax #) Carl H. Lisman, Esq. P.O. Box 728, Burlington, VT 05402 phone 802 864-5756/fax 802 864-3629 a. Contact email address: clisman@lisman. com 5. PROJECT STREET ADDRESS 1000 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 44-099-000 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Amend condition 16 of Findings of Fact and Decision (SD-17-05), dated May 2, 2012, to require that the applicant offer a shared access agreement to the owner of the adjacent hotel property and not require that the agreement be executed by the adjacent owner b. Existing Uses on Property (including description and size of each separate use): Banking use occupies the existing ground floor 5,200 s.f., and the 2,400 s f second floor has a general office occupancy c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing banking use is to remain w/4,000 s.f. of space, and a new drive -through banking canopy will be added at approx. 500 s. f. d. Total building square footage on property (proposed buildings and existing buildings to remain): Approx. 4,000 s.f. new bldg w/ new 500 s.f. drive -through canopy and a 500 s.f. mechanical mezzanine e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The western half of the building is 24 ft, high and the eastern half is 19 ft. high. There is one occupied floor and a mechanical mezzanine. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): There are currently 16 total employees (8 NEFCU and 8 tenant). There will be 9 employees in the new facility, all NEFCU. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This lot is at the corner of Laurel Hill Drive and Shelburne Road, is adjacent to a residential zone, and is in the Shelburne Road Traffic Overlay District Zone 1. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None Subdivision Application Form. Rev. 12-2011 11 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 0.69 A / 30,056 s.f. (acres /sq. ft.) b. Building Coverage: Existing 5,200 square feet 17.7 Proposed 4,560 square feet 15.2 % c. Overall Coverage (building, parking, outside storage, etc): Existing 18,400 square feet 61.2 % Proposed 18,100 square feet 61.9 d. Front Yard Coverage(s) (commercial projects only): 1,020 S. Rd. Laurel Existing 3,750 Laurel square feet 45.5 % Proposed 2,620 Laurel square feet 31.6 % 850 S. Road Laurel 9. WETLAND INFORMATION a. Are there any wetlands (Class I, H, or III) on the subject property? ❑ Yes a No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 30,056 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations) $ 990,000 b. Landscaping: $ 19,500 P (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Sidewalks and entry plaza $14, 900, parking lot and drive $57,700, drainage $4,900. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 4: 00 pm to 5: 00 pm at 57 visits 13. PEAK HOURS OF OPERATION: 4:00 pm to 5: 00 pm at 57 visits 14. PEAK DAYS OF OPERATION: Friday at 642 visits 15. ESTIMATED PROJECT COMPLETION DATE: Complete construction in 2012 or early 2013 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. 4 Subdivision Application Form. Rev. 12-2011 1 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. C;4IGNATUREAPLICANT SI7..ATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 Fa `a, - Referenced Plats - - Survey Notes - - Legend - A 'Plan o1 Lot fo be Puchesed Dy Budingfon Mufuel Frre 1. Purpose of tds survey and plat is to retrace, perpehlets and document the ells ling boundaries of 11MCT PROPERtt LINE Insu— Company.-', by Hoag & Associates, Inc., undated. lands comeal 0 New England Federel Cred'1 union by deed of VmxW Credit Url League OTHER PROPERTY LINE (APPROk) a Map Side 20-1, South Burlington Land Records. Services OcI dated Jen. 21, 1999 and recorded in Volume 446 Page 240 of South Burlington Lard _ _ _ _ — — — iX LINE ec IPrO IRON PIPE FOUND B.-PlandLand-Elmer E.Govawf1—.ytc Hov d& Leung Cranwell', by Hoag & Associates, Inc.. dated October 2. Field survey, was conducted during Fednaiy 2012, utiktlng electronic kola/ station krstrun-lta. ® -T-BAR' FOUND m 23, 1958. Map Slide 343. Previous obswal wane made dung a MID sunny by dos fine. Seerinlgs are based upon rwW p CALCULATED ANGLE POINT O ' H 'Plan N.1W, Vermont CoonlIneta System of 1983 (COBS 1996) from our GPS obsen al at to s11e. CRP QQ CAPPED REBAR PROPOSED C. of Laurel H/l/ Subdvisbn -Lots 1 .24' , by Hoag & Assodatas, Inc., dated December, 1958. Map Slide 310. 3. Cancers shown nm~ wNh'Cepped Reber Proposed (CAP) m coast d5lir dtvralar by 4O' Iorlg rQ. unutt POLE N I a tad mn arcing rods with skminlllm ceps Id'"" d'CMI Engiraohg A-- - Vr LS 597', lypicefy sal AG / BG ABOVE GRADE / BELOW GRADE flush wkh markers grade. 'Found' pipe are labeled w*h Inside dun eta s. 'T-Bare found aresteel OVERHEAD WE5 n zoo stakes wlfh T�heped cresssecdon. Cordkon of markers m'gwcr Lmvow otherwise shro . 4. No record ofassament was found for access Ivhom the Kura/ LLC (motellrestau d property drive ' t1B51ry�� y. �paved & parkng C_)y�f�--- ,re 594'33'4]-E 487.8' to THar Fnd. -> ( coot. Garb conc. curb N!o LAUREL HILL DRIVE zh 50' R.O.W. Vol. 50 Pg. 524 (1959) ona. curb Pae� —conc. walk 1 exist. sign 1 IIr I L WI Flo IO 00 c 0 z grass 1 1 a I paved al o In ,r4- S8-'36'59"E 300.00' grass New England Federal Credit Union Vol. 446 Pg. 240 - ''; 0.686 Acre conc. walk / �.. 10 p S e b r-,e RccC RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT O'CLOCK ON THE _DAY OF 20 ATTEST. , CITY CLERK p- al drive I & parking j 'ter trash gate vinyl fence wnyt fence ` I encl. — I Ch Ink In— IPala N84'4610 W 300.31' (Rea. 300') o— fence See Note 4 %.%f//.//i/x /xxexist.:/ I existbuilding x/� �;/i nix j'•, .�.-• KUMAL, LLC _ pad drive " motel ve Yj. / ,/xj /% n /x///� � ;,• VOL 737 Pg. 028 dr parking .,..,...,,�....._,.. 1016 Shelburne Road GRAPHIC SCALE ( IN FEET i 1 inch = 20 ft To the best of my knowledge and belief this plat deal the resulla of a survey conducted by me as described In'Survey ~ above, Dared upon Ouramayss of land records and eviclerke found in the fold. Ea'ating bourdadas drown are in substanndel conformance with die recoils, except as noted. Ths plat IS In substantial 2.9.12 TRC Old entrance walk removed compliance with 17 VS41403, 7Recordng of Land Pies'. This Date By Revision Maternal valid ally when ecoornpanied by my original skyatum and seal. Drawn by 7RC Date FEB B.2012 Checked by Scale 1' — IllT—tyR. Cowan VT LS 597 Approved by TRO Project No. 1119R.01 - Location Map - NOT I. SCALE To wood &. -> _ S84-36'59'E _ _A As 114.76' (Roc. 115') I I 11 Laurel Hill ter. Ft. & S. GOMMID VOL 737 Pg. W8 (Re,. 112.6i) _ /1 City of South Burlington School District Vol. 44 Pg. 466 Plat of Survey New England Federal Credit Union 1000 Shelburne Road South Burlington, Vermont t CIVIL ENGINEERING ASSOCIATES. INC. P 1 10 KOWELD VIEW LANE, SOUTH BURLINGTON, VT 054Q9 B02-a842329 FAX 8024fWM71 web:—osa,I4 Ap �o southburlinoon CY PLANNING & ZONING May 3, 2012 Thomas Richards New England Federal Credit Union P.O. Box 527 Williston, VT 05495-0527 Re: Preliminary & Final Plat Approval #SD-11-29 — 1000 Shelburne Road Dear Mr. Richards: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on March 20, 2012 (effective 5/2/12). Please note the conditions of approval, including that the final plat plan must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by October 29 2012) or this approval is null and void. If you have any questions, please contact me. SAyvmondJ. ly, R Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 4344 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 14, 2012 \drb\staffcomments\ Application received: February 9, 2012 SD_12_05_1000ShelburneRd_NEFCU_prelimfinal enda #4 NEW ENGLAND FEDERAL CREDIT UNION 1000 SHELBURNE ROAD PRELIMINARY AND FINAL PLAT APPLICATION #SD-12-05 Meetinq Date: March 20, 2012 Owner/Applicant Contact New England Federal Credit Union Thomas Richards 141 Harvest Lane New England Federal Credit Union Williston, VT 05495 PO Box 527 Williston, VT 05495 Engineer Property Information Freeman French Freeman Tax Parcel 44-099-000 30,056 square feet C1 R 15 Zonina District CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING PROJECT DESCRIPTION New England Federal Credit Union, hereafter referred to as the applicant, is requesting preliminary and final plat approval for a planned unit development to: 1) raze an existing office building, and 2) construct a 4,000 sq. ft. drive-in bank facility, 1000 Shelburne Road. The application was reviewed on March 6, 2012 and continued by the Board. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 9, 2012 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Reauirements C1-R15 Zoning District Required Proposed �l MiELotSize 40,000 SF No change Maldin Covera e 40% 15.2% Max. Overall Coverage 70% 61.9% +Min. Front Setback Shelburne Road 50 ft. 33.5 ft. Min. Front Setback Laurel Hill Drive 30 ft. 30 ft Max Front Yard Coverage Shelburne Rd 30% 24.1 % &Max Front Yard Coverage Laurel Hill 30% 31.6% �l Min. Side Setback 10 ft. 10 ft. Zoning Compliance Pre-existing non-compliance. The Board provided feedback to the applicant at the sketch plan review (10/4/11, minutes attached) that it would be amendable to a reduced setback in order to foster a building better oriented to the street and further from the adjacent residential neighborhood. Therefore, the applicant is seeking a front yard setback of 16.5 feet. The Board has expressed that they are in favor of this request. 1. The Board grants a front yard setback waiver along Shelburne Road of 16.5 feet. The existing front yard coverage along Laurel Hill Drive is 45.5%. The applicant is proposing to reduce this to 31.6%. The Board has expressed that they are in favor of this request. 2. The applicant has brought the coverage from 45.5% to 31.6%. The Board grants CITY OF SOUTH BURLINGTON 3 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING a front yard coverage waiver along Laurel Hill Drive such that 31.6% coverage is permitted. The proposal is for a commercial building in a commercial zone adjacent to a residential zone. As such, Section 3.061 of the South Burlington Land Development Regulations applies: 1. Buffer Strip for Non -Residential Uses Adjacent to Residential District Boundaries. (1) Where a new non-residential use is adjacent to or within fifty (50) feet of the boundary of a residential district, or where an existing non-residential use, structure or parking area that is adjacent to or within fifty (50) feet of the boundary of a residential district is proposed to be expanded, altered or enlarged, the required side or rear setback shall be increased to sixty- five (65) feet. A strip not less than fifteen (15) feet wide within the sixty-five (65) foot setback shall be landscaped with dense evergreens, fencing, and/or other plantings as a screen. New external light fixtures shall not ordinarily be permitted within the fifteen (15) foot wide buffer area. (2) The Development Review Board may permit new or expanded nonresidential uses, structures and/or parking areas, and new external light fixtures, within the setback and/or buffer as set forth in (1) above, and may approve a modification of the width of the required setback and/or landscaped buffer as set forth in (1) above. In doing so the DRB shall find that the proposed lighting, landscaping and/or fencing to be provided adjacent to the boundary of the residential district will provide equivalent screening of the noise, light and visual impacts of the new non-residential use to that which would be provided by the standard setback and buffer requirements in (1) above. However in no case may the required side or rear setback be reduced below the standard requirement for the zoning district in which the non-residential use is located. The Board should discuss the application with respect to these criteria. The proposed building meets the 65 foot setback as prescribed. However, it is unclear that the 15 foot wide buffer of dense evergreens is provided. The applicant is proposing 15 feet of landscaped area. However, it is not clear that the species proposed will meet the level of planting density required upon planting. It does appear that a fence is proposed. The applicant should address the quality and durability of this fence, and the board may wish to include this in their consideration of this criterion. 3. The Board should discuss the adequacy of the buffer along the residential boundary. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The Water Department has reviewed the plans but has no comments for this redeveloped site. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer has reviewed the plans and has the following comments: • C1.1 - The relocated mailbox shall be located no closer than one foot to the sidewalk to allow for winter maintenance operations. • C1.1 - All work within the Laurel Hill Drive ROW is subject to an Excavation Permit from Public Works. • C1.1 - The proposed saw cut into Laurel Hill drive shall be a minimum of 24" off the existing curb line to ensure proper backfill and compaction. • C2.0 - Replacement of Existing Pavement Detail - Any pavement restoration within the Laurel Hill Drive ROW shall be done in lifts of 1 '/2" Type IV and 2 1/" Type II, minimum. • C2.0 - Transition Curb Detail - The maximum reveal at the end of the transition slope shall be Y2". • C2.0 - Sidewalk Detail - The gravel subbase shall be 12". 4. The applicant shall adhere to the comments of the City Engineer. Where necessary, the plans shall be revised to reflect the changes required. The proposed building is smaller than the existing building. Based on calculations provided by the applicant, the new building will require less wastewater capacity than the existing building. No additional capacity is requested or needed. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via one two -directional curb -cut off of Laurel Hill Drive. This curb cut is approximately 24 feet wide. This is a proposed consolidation of what are currently two similarly sized curb cuts on Laurel Hill Drive. Staff is pleased with this consolidation. As a result of the curb -cut consolidation, the applicant is proposing to extend the existing 5 foot sidewalk across the newly closed area and also to be extended on the other side of the new entrance, to terminate at the property line. The proposed use is for a bank with two lanes of drive -through servicing. As such, and pursuant to Section 5.01 F(2) of the SBLDRs: Applications for a drive -through facility shall be subject to conditional use review and the following restrictions at minimum. - (a) Compliance with Traffic Overlay District provisions, if applicable. (b) Compliance with an approved access management plan providing for curb cut consolidation and secondary access. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The access to the subject property is not within the traffic overlay district and its provisions are not applicable. The plans propose curb -cut consolidation through the elimination of one curb -cut. The applicant has submitted an analysis of stacking lane and aisle width for the anticipated use of the drive -through facilities. There is space for the queuing of 9 vehicles. Based on this study, the maximum demand at any one time would be lower than this, and no more than 23 vehicles are expected to utilize the drive through area in any one hour. The subject property currently provides informal two -directional access to the adjacent property to the south. The Board should discuss formalizing this agreement in furtherance of the City's stated goals of connections between parcels (13.01 F of the SBLDRs): F. Access Management Requirements. It is the intent of the City CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING to minimize traffic and pedestrian conflicts caused by vehicular driveways on public roadways by reducing the number of required driveways and by minimizing the number of vehicles utilizing such driveways off public roadways. All applicants must make an effort to reduce these impacts. All commercial lots (retail, restaurant, office, service uses, excluding residential, agricultural and industrial uses) located adjacent to other commercial lots must provide a driveway connection to any adjacent commercial lot. If the adjacent property owner does not want to provide for that connection, the applicant must provide an easement to do so in the future when circumstances may change. This driveway connection or easement should be located where the vehicular and pedestrian circulation is most feasible. Staff recommends a formal access easement for the property to the south, shown on the plans and recorded in the land records. 6. The applicant shall record an access easement across the property in favor of the adjacent property to the south. As the use of the subject property will be changing from a combined general office/walkup (estimated 66.66 pm peak vehicle trip ends) bank to a drive through facility (estimated 103.28 pm peak vehicle trip ends), the proposed use is estimated to generate an additional 36.62 pm peak hour trip ends. The applicant shall pay traffic impact fees based on this increase. 7. The change in use is estimated to generate an additional 36.62 pm peak hour trip ends. 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. There are no wetlands, streams, or wildlife habitat on the site. The subject property is in a dense, urban area and is not identified on the Open Space Strategy. 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. The proposed building is compatible with surrounding and planned development patterns along the commercial corridor of Shelburne Road. The subject property does abut a residential neighborhood. This has been addressed elsewhere in this report. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 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/or stream buffer areas. There are no open space areas on the site. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief has reviewed the plans and provided comments in a memo dated March 5, 2012 (attached). 8. The applicant shall adhere to the comments of the South Burlington Fire Chief per the letter dated March 5, 2012. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans provide a safe access to Laurel Hill Drive via the consolidated access drive. Staff has already addressed the need for a formalized access to the abutting property (hotel) to the south. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the plans and provide comments prior to approval of the preliminary plat application. 9. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project and PUD is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. These criteria require especially thorough and scrupulous review when applied to drive-in facilities. Staff has worked with the applicant throughout the design process to work towards a plan which meets these criteria to the strictest possible standard. Staff is supportive of the safe and accessible pedestrian provisions. The drive -through entrance begins immediately upon entering the site. The exit from the drive -through has a clear line of sight of the parking area. A walkway is provided to the southern edge, allowing most of the parked vehicles direct access to the building without crossing the parking lot or drive lane. The entrance on the east side of the building was relocated so as to be closest to this concrete sidewalk. Where sidewalks are not possible, a striped crosswalk is provided at the furthest point from the drive through exit. A paved sidewalk accesses the building from the sidewalk along Shelburne Road, providing for pedestrian access from the busiest fagade. This does not currently exist. Staff does not recommend any changes to the parking layout or pedestrian accessibility interior to the site. Based on 4,000 square feet of drive -through bank use, the proposed building will require 24 parking spaces. 22 parking spaces are provided on site. Therefore, the applicant is requesting a parking waiver of 2 spaces, or 8.3%. Staff fully supports this waiver. The bank is a small neighborhood bank, serviced by the most accessible public transportation route in the City. It is also located in a dense area and likely to be patronized by pedestrians and employees in the area who will not require parking spaces. Staff believes that the parking on site will be more than adequate. The Board should discuss this request. 10. The Board should consider a parking waiver request of 2 spaces or 8.3%. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed parking is in full compliance with these standards. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 20', which is well under the 35' height maximum for the district. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted architectural details as part of this application. The Board should review these with respect to these criteria. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the connection between this property and the lot to the south. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict proposed dumpsters and recycling facilities, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. CITY OF SOUTH BURLINGTON 11 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The plans depict snow storage areas. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on $1,000,000 in construction costs, the minimum landscaping budget shall be $17,500. The applicant is proposing $19,375 in new trees and shrubs. The City Arborist has stated that he has no comments on the plans. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. 11.All lighting shall be shielded and downcast. Phasing/Construction The Board should discuss phasing of the project and plans for access to the site and adjacent site during construction. The applicant is proposing the use of a temporary ATM facility during site construction and has submitted a letter to the Board detailing their phasing plans. Per a discussion with the applicant, the phasing plan includes: • Utilizing the western curbcut from Laurel Hill Drive for construction vehicles only; • Initial construction work would be limited to the building demolition and reconstruction; • During building demolition and reconstruction, the eastern curbcut will remain open to service both a temporary ATM and the access to the adjacent property. • A fence will separate the construction area from the ATM/access area an be located between the two curbcuts; • At such time as non -building site improvements are conducted (parking lot and landscape work), all entrances will be closed. The applicant anticipates this will take approximately 2 months. Staff recommends that the Board ensure that: • There is sufficient temporary parking for the proposed temporary ATM; • The temporary ATM is removed prior to issuance of a certificate of occupancy for the new building. • The access to the adjacent property remains open for as long as site conditions CITY OF SOUTH BURLINGTON 12 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING safely allow (ie- under the plan proposed by the applicant and outlined above). • The applicant notify the adjacent hotel with as much advance notice as possible as to when the access will be closed for construction. • Access to the adjacent property is re -opened at such time as the new bank opens. Staff recommends that the Board approve this application with the conditions and notes included herein. Respectfully submitted, Cathya LaRose, AICP Copy to:: Thomas Richards for applicant freeman I french I freeman March 9, 2012 Cathyann L. La Rose, AICP Associate Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: NEFCU 1000 Shelburne Road Dear Cathy, Several items requiring follow-up were discussed by the DRB during the meeting on the evening of 3/6/2012. The following is our summary responses to those items. 1. Provide a timeframe for the temporary ATM at the east end of the lot. A contractor has not yet been selected for this project so an exact construction schedule can't be determined at this time. In general NEFCU is requesting that the ATM be on site during construction until the site work commences, which should be the last two months of an approximately ten month construction period. Site work is seasonal so the start of site construction is dependent upon when overall construction can commence which may impact the overall construction duration. 2. Provide a timeframe for the temporary closure of the connection to the property immediately adjacent to the south. See item 1 above for a summary of the estimated construction duration. For safety reasons the closure of the connection to the adjacent property would coincide with the commencement of site construction. This would be approximately the last two months of construction. 3. Comment on providing an additional sidewalk from the north side of the site to connect to the sidewalk at the drive-thru canopy. Per the public comment during the meeting, the majority of the pedestrian traffic crossing the site will likely be from the hotel on the south to the Bagel Bakery on the north. These pedestrians will likely use the shortest path which is the sidewalk and crosswalk configuration as already shown on the site plan. For security and safety reasons NEFCU would like to keep pedestrians from walking through the drive-thru area. If a pedestrian traffic route does manifest itself in the future at the location suggested by the DRB, then NEFCU is willing to come before the DRB at that time to seek permission to install the sidewalk. 4. Provide a revised landscaping plan reflecting the DRB concerns about insufficient vegetation buffer at the south end of the site adjacent to the residential zone. A revised landscape plan was presented at the DRB 3/6/2012 meeting and it is also being submitted with this letter. 5. The landscape budget doesn't meet the requirement in the zoning regulations. The increased number of trees at the south end of the site to meet item 4 above has correspondingly increased the landscape budget to meet the requirement. A revised landscape budget is included with this letter. The estimated required budget is $17,500 and the actual estimated budget is now $19,375. Freeman French Freeman Inc. I Architecture Planning - Interiors 81 Maple Street - Burlington Vermont 05401 802.864.6844 www.fffinc.com South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 March 5, 2012 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Proposed Credit Union Replacement, 1000 Shelburne Road Dear Ray: I have reviewed the plans for the proposed demolition and re -construction of the NEFCU at 1000 Shelburne Rd. I have visited the site and have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator location to be specified by SBFD. 5. Provide 24 hour per day off -site (central station) monitoring of all fire alann and fire protection systems. 6. Provide an emergency key box(s), location to be specified by SBFD. 7. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 8. The overhang/drive through should be a minimum of 12' clear passage height. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief CIVIL t"INGII NERD G) r��!50JCIAHESO, INC, 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com March 1 St, 2012 Ray Belair Zoning Administrator City of South Burlington 575 Dorset St. South Burlington, VT 05403 Re: Queuing Analysis Proposed New England Federal Credit Union Reconstruction Project 1000 Shelburne Rd. South Burlington, VT 05403 Dear Ray, As supplemental information to the recent plat application submitted by Freeman, French, Freeman Architects on behalf of the New England Federal Credit Union (NEFCU), the purpose of this letter is to serve as a queuing analysis of the proposed teller and ATM drive thru lanes associated with this project. When looking for a foundation for an estimate of the anticipated trips for this site we utilized average trip numbers from the existing NEFCU branch located at the project site. As the proposed facility will be smaller than the existing facility, and there is no significant increase in employment or membership anticipated with the site reconstruction, it is reasonable to assume the projected number of trip ends will remain in line with current trip counts. James St. Peter, who is the Senior I.T. and Operations Executive for New England Federal Credit Union provided these estimates for the proposed Shelburne Rd. facility: Time of Day Estimated Drive Thru Visits Per Hour Estimated Lobby Visits Per Hour Estimated Total Visits Per Hour 8AMto9AM 8 11 19 9 AM to 10 AM 20 30 50 10 AM to 11 AM 17 26 43 11 AM to 12 PM 23 34 57 12 PM to 1 PM 22 33 55 1 PM to 2 PM 20 30 50 2 PM to 3 PM 22 32 54 3 PM to 4 PM 23 34 57 4 PM to 5 PM 23 34 57 5 PM to 6 PM 15 22 36 6PMto7PM 8 11 19 7PMto8PM 8 11 19 8PMto9PM 1 8 1 11 1 19 These numbers are consistent with the estimated traffic counts submitted in the local plat application and represent an estimate of approximately 57 total trips during the peak hour of operation (4 PM to 5 PM). As the existing facility does not have any drive up capabilities it was necessary to look elsewhere to determine a reasonable ratio of members utilizing the drive up facilities versus walk in facilities. As NEFCU does not have any smaller branch offices in the area with drive up capabilities, the existing main NEFCU office located on Harvest Ln. in Williston was used to determine appropriate ratios for drive up versus walk in use, as well as to determine an appropriate ratio for drive up teller versus drive up ATM use. Although the Williston main office has four total drive up lanes, the ratio of teller versus ATM lanes is equivalent to the proposed project at 1:1. The main office in Williston has two drive up teller lanes and two drive up ATM lanes, where the proposed project on Shelburne Rd. has one drive up teller lane and one drive up ATM lane. It should also be noted that when compared to other banking facility branch offices, the main NEFCU office in Williston does a considerably higher percentage of business through their drive up facilities, at approximately 40%. In an effort to provide a conservative analysis to the potential for queuing congestion on the proposed Shelburne Rd. site we have applied this drive up use percentage of 40% to the total anticipated peak hour trip ends (57) for the proposed project, which provides an estimate of 23 peak hour drive up visits. Regarding the ratio of drive up teller to drive up ATM use, the main NEFCU office in Williston traditionally has a ratio of 65% drive up teller use and 35% drive up ATM use. If we apply this ratio to the 23 peak hour drive up visits, this provides an estimate of 15 peak hour drive up teller visits and 8 peak hour ATM visits. Additional information provided by James St. Peter estimates an average drive up teller transaction as requiring approximately 4 minutes and an average drive up ATM transaction as requiring approximately 2 minutes. If we then apply these standard transaction times to the anticipated number of drive up teller and ATM trips, the total amount of transaction time within the peak hour would be determined as: (15 teller trips @ 4 min./trip) + (8 ATM trips @ 2 min./trip) = 76 minutes Although there are potentially 120 available minutes (60 minutes for both the teller and ATM lane) for transaction time, as the two separate drive up uses will share a single queuing lane (with the exception of potentially one spot immediately behind each drive up lane), we can not separate out the queuing analysis for the two uses. Essentially this means that in a queuing scenario, even if a member intends only to use the ATM drive up lane, which has a transaction time of only 2 minutes, they may be required to wait within the drive up teller queue, which has a transaction time of 4 minutes. So for the purposes of queuing analysis and to create an absolute worst case scenario, we assumed all trips within the peak hour will take 4 minutes. This would require the following amount of transaction time: 23 total drive up trips @ 4 min./trip = 92 minutes If we then subtract out the 60 available minutes for actual drive up teller transaction time, it leaves 32 minutes of queuing time. Which at 4 minutes per transaction, if we assume the worst case scenario that all the additional trips arrive at the same time, would require queuing space for 8 vehicles (32 min. / 4 min. per vehicle). Based on a standard vehicle length and the available queuing storage lane space between the drive up teller and ATM locations and the intersection of the drive up lane with the main parking lot access drive, there is space for approximately 9 vehicles for queuing. This leaves adequate room to ensure no impact is made at the intersection of the drive up lane and the main parking lot access drive, or with the pedestrian crossing lane within the beginning of the drive thru lane. This can be seen on the attached schematic C 1.5 included with this analysis. Another mitigating factor to the potential for queuing congestion on site impacting the entrance or adjacent roadway, in this case Laurel Hill Dr., is that all most all members entering the site will come from Shelburne Rd. via Laurel Hill Dr. In this scenario, as the members approach the site they will be able to visually assess the drive up queuing congestion and make a determination before entering the site as to whether they would like to utilize the drive thru. facilities given the current use and/or queuing, or continue on to the parking lot and utilize the walk in facilities. Furthermore, as banking facilities predominantly provide service to repeat customers/members, the familiarity of the site from members will further alleviate the potential for queuing congestion issues. In conclusion, based on the anticipated peak hour trips and use of the proposed drive up lanes, the amount of time required for drive up transactions and the space available for queuing storage, we do not anticipate a scenario where queuing within the on site queuing storage area would extend beyond the proposed limits and create a congestion issue on site or along Laurel Hill Dr. Furthermore, although we were unable to provide a bypass lane for the drive up transaction queuing storage lane due to physical restraints of the property, we feel the visibility of the site and familiarity of the site by members will deter customers from creating a scenario where queuing overflow presents an issue. If you have any questions or concerns about this queuing analysis or attached schematic, please feel free to contact me. Sincerely, Jeffr-Olesky, P.E. Cc: CEA File # 11196 Shawn Brennan, Freeman, French Freeman (via email) i! Michael Lawrence Associates Landscape Architects / Site Planning Consultants Mar. 6, 2012 PLANT MATERIAL COST ESTIMATE New Banking Facility New England Federal Credit Union Shelburne Road, South Burlington, Vermont ConstructionBudget = $1,000.000 South Burlington formula 3%-1st $250,000 = $7,500 2% - 2nd 250,000 = 5,000 1 % 500. 000 — 5,000 LANDSCAPE REOUIREMENT $17,500 TREES AND SHRUBS Key Quan Scientific Name Size $/unit $ semi -total Abco 1 Abies concolor 8-10 ft. 750 750 AcxfrA 6 Acer x freemanii 'Autumn Blaze' 2-2.5 in. 500 3,000 AcxfrB 1 Acer x freemanii 'Autumn Blaze' 4-4.5 in. 1,300 1,300 Coal 1 Cornus alternifolia 6-7 ft. 375 375 Copu 18 Cornus pumila 2 gal. 40 720 Cosi 9 Cornus siberica 3 gal. 45 405 Foga 6 Fothergilla gardenia 3 gal. 50 300 MastRS 4 Magnolia stellata `Royal Star' 6-7 ft. 375 1,500 Masa 1 Malus sargentii 2.5-3 in. 600 600 Patr 20 Parthenocissus tricuspicata `Fenway Park' 1 gal. 28 560 Pipu 2 Picea pungens `Fat Albert' 6-7 ft. 760 1,520 Pyca 2 Pyrus calleryana `Autumn Blaze' 2.5-3 in. 500 1,000 Thoc-A 11 Thuja occidentalis `Nigra' 5-6 ft.. 155 1,705 Thoc-B 11 Thuja occidentalis `Nigra' 6-7 ft. 250 2,750 RhcaA 7 Rhododendron catawbiense `Album' 5 gal. 110 770 RhcaRo 1 Rhododendron catawbiense `Roseum Pink' 10 gal. 285 285 RhAM 5 Rhododendron `April Mist' 3 gal. 75 375 Rhpj 3 Rhododendron 'PJM" 10 gal. 285 855 Rhpjco 3 Rhododendron `PJM Compact' 5 gal. 110 330 Rhty 5 Rhus typhina `Tiger Eyes' 3 gal. 55 275 $19,375 EVERGREEN GROUNDCOVER Key Quan Scientific Name Size $/unit $ semi -total Pate 344 Pachysandra terminalis bare root 1.5 516 Vimi 349 Vinca minor bare root 1.5 520 MEMBEight Linden Lane Essex Junction. Vermont, 05452 American SocieEtRy PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects I mike@mclasla.com 11I , 0A PLANNING & ZONING Permit Number SD- - office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW 6 Preliminary M Final PUD Being Requested? m Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) New England Federal Credit Union, P.O. Box 527, Williston, VT 05495; Phone:(802)879-8790 Fax: (802)764-6552 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol . 446, Pg . 240 3. APPLICANT (Name, hailing address, phone and fax#) New England Federal Credit Union, P.O. Box 527, Williston, VT 05495 Ph.(802)879-8790 Fax (802)764-6552 4. CONTACT PERSON (Name, mailing address, phone and fax #) Thomas Richards, NEFCU, P.O. Box 527, Williston, VT 05495 Ph.(802)879-8776 Fax (802)764-6552 a. Contact email address: Richards@nefcu. com 5. PROJECT STREET ADDRESS: 1000 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 4 4 - 0 9 9 - 0 0 0 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Demolish the existing structure on the site consisting of a 2 story portion w/ a 2,400 s.f. footprint and a connected 1 story portion w/ a 2,800 s.f. footprint. Construct a new 1 story 4,000 s.f. structure w/ a 500 s.f. drive through banking canopy. b. Existing Uses on Property (including description and size of each separate use): Banking use occupies the existing ground floor 5,200 s.f., and the 2,400 s.f.second floor has a general office occupancy. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing banking use is to remain w/ 4,000 s.f. of space, and a new drive -through banking canopy will be added at approx. 500 s.f. d. Total building square footage on property (proposed buildings and existing buildings to remain): Approx. 4,000 s.f. new bldg. w/ new 500 s.f. drive -through canopy and a 500 s.f. mechanical mezzanine. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The western half of the building is 24 ft. high and the eastern half is 19 ft. high. There is one occupied floor and a mechanical mezzanine. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): There are currently 16 total employees (8 NEFCU and 8 tenant). There will be 9 employees in the new facility, all NEFCU. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This lot is at the corner of Laurel Hill Drive and Shelburne Road, is adjacent to a residential zone, and is in the Shelburne Road Traffic Overlav District Zone 1. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None Subdivision Application Form. Rev. 12-2011 S. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 0 . 69 A / 30, 056 s . f . (acres /sq. ft.) b. Building Coverage: Existing 5,200 square feet 17.7 % Proposed 4,560 square feet 15.2 % c. Overall Coverage (building, parking, outside storage, etc): Existing 18,400 square feet 61.2 % Proposed 18,100 square feet 61 • 9 % d. Front Yard Coverage(s) (commercial projects only): 1,020 S.Rd. Laurel Existing 3, 750 Laurel square feet 45.5 % 24 . 1% Shelburne Rd. Proposed 2, 620 Laurel square feet 31.6 % 20 . 0% Shelburne Rd. 850 S.Road Laurel 9. WETLAND INFORMATION a. Are there any wetlands (Class I, lI, or III) on the subject property? ❑ Yes in No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 30,056 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 990,000 b. Landscaping: $ 19,500 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Sidewalks and entry plaza $14,900, parking lot and drive $57,700, drainage $4,900. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 4 : 0 o pm to 5 : 0 0 pm at 57 visits 13. PEAK HOURS OF OPERATION 14. PEAK DAYS OF OPERATION 4:00pm to 5:00pm at 57 visits Friday at 642 visits 15. ESTIMATED PROJECT COMPLETION DATE: Complete construction in 2012 or early 2013 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the infor tion r quested as part of this application has been submitted and is accurate to the best of my kno edge. �� 1 � r r-. -SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I I have reviewed this preliminary plat application and find it to be: MATknfri(strative ❑ Incomplete y /� Officer date The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form. Rev. 12-2011 er. . _u'I IV OC PURCHASED BY 8URL1,yG7' t'r l3i117711AL FIRE INSURANCE COMPANY NY SHEL BURNS S TREET SOUTH BURL INGi'ON, VT. SCAL£• t =3p' FILE NO.3642 HOAG 8 ASSOCIATES, INC. ARCHI rECT S E'NGINE'ERS t6URLI1VI, t ON, V T, CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this tenth day of February , 2012, a copy of the foregoing public notice for _Development Review Board Preliminary & Final Plat Application Jtype of application] # SD-12-05 [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) B&S Food Service Box 8819 35 Sockanosett Cranston, RI 02905 Gloria & Lawrence Rozzi 54 Brewer Pkwy So. Burlington, VT 05403 Chittenden Trust Co. c/o Corp Finance P.O. Box 820 Burlington, VT 05401 Kunal, LLC 138 N. Main Street Rutland, VT 05701 Laurel Hill Assoc., LLC 30 Deerfield Rd. So. Burlington, VT 05407 Ruddell & Mary Ayers 8 Laurel Hill Dr. So. Burlington, VT 05403 Robert & Sandra Goddard 11 Laurel Hill Dr. So. Burlington, VT 05403 City of Burlington School District 550 Dorset Street So Burlington, VT 05403 South Buriiu,ton Sample Certificate of Service Form. Rev. 1-2012 Dated at _Burlington [town/city], Vermont, this tenth day of _February_, 2012. Printed Name: Shawn Brennan Phone number and email: 802 864-6844 SBrennan fffine.eom Signature: Date: 2/ l 0/ 12 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 le Other Paper . www.otherpapel P 1 0 , t^JR b No s 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 March 6, 2012 at 7:30 P.M. to consider the fol- lowing: Preliminary & final plat application 4SD-12-05 of New England Federal Credit Union for a planned unit development to: 1) raze an ex- isting office building, and 2) construct a 4,000 sq. ft. drive-in bank facility, '1000 Shelburne Road. Mark Behr, Chairman South Burlington Development Review Board Copies of the application are available for pub- lic inspection 'atthe South Burlington City Hall. Participation in the Focal proceeding is a pre- requisite to the right to take any subsequent appeal. February 16, 2012 CITY OF SOUTH BURLINGTON AND SOUTH BURLINGTON SCHOOL DISTRICT The legal voters of the City of South Burlington are notified of the following:; Public hearing on the city and school district budgets Monday, March 5, 2012, 7:00 p.m. at FHT Middle School', 500 Dorset Street Annual Warnings - available on the city and school district websites Proposed City and School District Budgets available on the city and school district websites Annual Report —available the end of March„ with the completion of the annual city and school district audit. The items above can be picked up in person at the South Burlington SUperi nte n dent's Office, 500 Dorset Street (www,sbschools.net) or South Burlington City Hall, 575 Dorset Street (www.sburl.corn) on Monday, February 6, 2012' with the exception of the annual report. PRAVIR TO TI 1 E BLESSED VIRGIN 0, Most Br.autiful Flower of Mount Carmel, I ruitf d Vine, Splendor of Heaven, Blessed Mother of the Son of God, inunaculate Virgin, assist me in nay necessity. Star of the Sea, help nee and show me here, that you are my mother., 0 tioly Mary, Mother of God, Queen of I leaven and Earth. 1 beseech you from the bottom of my; heart. Secure my necessity. (Make request.) "l°liere is no one who can withstand your power. 0 Mary, conceived without sin, pray for us .' who have recourse to thee. Say this prayer three times a day for'. eight consecutive days. Then you must publish it, and it will be granted Ioyou. -PL FOUND FOUND: Camera in waiting room at Ex- ecutive Car Care on Williston Road, South Burlington.. Call with description. 865- 5900 (02/16) WANTED KNITTERS AND CROCHETERS NEEDED to make scarves for Special Olympics Win- ter Games athletes: Color: Bright red (solid or with white). Yarn: Your choice; washable preferred. Pattern, needles: Your choice. Suggested size: 6" x 5' long. Deadline: February 29, 2012. Please send or deliver scarves to Special Olympics Ver- mont, 16 Gregory Drive, Suite 2, SB. Ques- tions? Contact Patty Pasley, plpasley@gmail.com, 825-1893 (02/02) LYRIC THEATRE SET DECORATION is looking for volunteers to help paint the incredible set of Titanic. The crew meets on Mondays and Thursdays (r9 p.m. No experience necessary and newbies are welcome. Contact Cathie Covey at 309- 5061 or cath_717@yahoo.com for more information. (02/02) USED INSTRUMENTS NEEDED: The Vergennes Opera House is currently so- liciting donations for its upcoming Used Instrument Sale & Auction being held on March 10-11. All types of musical instru- ments and accessories are welcome: gui- N t- 'a. _. fig. d}.. na. a '' i , erE!.+�-. FOR RENT Condo share at Treetop. Start March ls': Seeking responsihl and friendly liouseruate with fult time employment, references required. Spacious,` open plan, woodstove, natural gas heat, W/D pool, tennis. Share with prof. femal and two cats already.' So sorry, no morepets. $550 rent monthly, security. $80 utilities includes high speed internet.860.7401 toarrangl meeting, then vrewu)g tars, trumpets, drums, amps, saxophones, keyboards, etc. Instruments or Equipment should be in good working order or easily repairable. For more information and a donation form, go online to vergennesoperahouse.org or contact 802- 877-6737; info@vergennesoperahouse.org. Proceeds benefit the Friends of the Vergennes Opera House. (02/09) VOLUNTEERS NEEDED TO SUPPORT DAFFODIL DAYS: The American Cancer Society is seeking volunteers for Daffodil Days, a beloved program to welcome spring and help raise funds and aware- ness to fight cancer and to create a world with more birthdays. Offer hope to can- cer patients by volunteering to assist with event planning and development in your community. For more information, 872- .6344. (02/09) ;JOIN YOUR LOCAL FRESH AIR VOLUN- TEER TEAM: The Fresh Air Fund is cur- rently seeking volunteer members and host families so that visiting inner-city children can enjoy new experiences and lasting friendships. For more information on how you can join your local Fresh Air volunteer team, call Deb Olsen at (802)' 355-8502 or The Fresh Air Fund at (800) 367-0003. You can also learn mol:•e about the Volunteer Host Family program by vis- iting The Fresh Air Fund's Web site at wwwfreshair.org. (02/69) FOR SALE CAR SEAT: Britax Roundabout carseat. Ex- cellent condition, comes with manual. Re. - tails $179, asking $50. 497-1159 (02/16) CLASSI FIE AserviceforSouth B Please ChecN No Text CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING PROJECT DESCRIPTION New England Federal Credit Union, hereafter referred to as the applicant, is requesting preliminary and final plat approval for a planned unit development to: 1) raze an existing office building, and 2) construct a 4,000 sq. ft. drive-in bank facility, 1000 Shelburne Road. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 9, 2012 and have the iunowing comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements Cl-R15 Zoning District Re uired Proposed Min.HLotSize 40,000 SF No change Maxldin Covera e 40% 15.2% Max. Overall Coverage 70% 61.9% -Win. Front Setback Shelburne Road 50 ft. 33.5 ft. �l Min. Front Setback Laurel Hill Drive 30 ft. 30 ft Max Front Yard Coverage Shelburne Rd 30% 24.1 % 4Max Front Yard Coverage Laurel Hill 300 31.6% � Min. Side Setback 10 ft. loft. �l Zoning Compliance Pre-existing non-compliance. The Board provided feedback to the applicant at the sketch plan review (10/4/11, minutes attached) that it would be amendable to a reduced setback in order to foster a building better oriented to the street and further from the adjacent residential neighborhood. Therefore, the applicant is seeking a front yard setback of 16.5 feet. 1. The Board should consider the applicant's request for a front yard setback waiver of 16.5 feet. The existing front yard coverage along Laurel Hill Drive is 45.5% The applicant is proposing to reduce this to 31.6%. 2. The Board should consider the applicant's request for a front yard coverage waiver along Laurel Hill Drive. The applicant has brought the coverage from 45.5% to 31.6%. CITY OF SOUTH BURLINGTON 3 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The proposal is for a commercial building in a commercial zone adjacent to a residential zone. As such, Section 3.061 of the South Burlington Land Development Regulations applies: 1. Buffer Strip for Non -Residential Uses Adjacent to Residential District Boundaries. (1) Where a new non-residential use is adjacent to or within fifty (50) feet of the boundary of a residential district, or where an existing non-residential use, structure or parking area that is adjacent to or within fifty (50) feet of the boundary of a residential district is proposed to be expanded, altered or enlarged, the required side or rear setback shall be increased to sixty- five (65) feet. A strip not less than fifteen (15) feet wide within the sixty-five (65) foot setback shall be landscaped with dense evergreens, fencing, and/or other plantings as a screen. New external light fixtures shall not ordinarily be permitted within the fifteen (15) foot wide buffer area. (2) The Development Review Board may permit new or expanded nonresidential uses, structures and/or parking areas, and new external light fixtures, within the setback and/or buffer as set forth in (1) above, and may approve a modification of the width of the required setback and/or landscaped buffer as set forth in (1) above. In doing so the DRB shall find that the proposed lighting, landscaping and/or fencing to be provided adjacent to the boundary of the residential district will provide equivalent screening of the noise, light and visual impacts of the new non-residential use to that which would be provided by the standard setback and buffer requirements in (1) above. However in no case may the required side or rear setback be reduced below the standard requirement for the zoning district in which the non-residential use is located. The Board should discuss the application with respect to these criteria. The proposed building meets the 65 foot setback as prescribed. However, it is unclear that the 15 foot wide buffer of dense evergreens is provided. The applicant is proposing 15 feet of landscaped area. However, it is not clear that the species proposed will meet the level of planting density required upon planting. For example, it is doubtful that 3 arborvitae shrubs planted at 5 feet in height will consume 30 linear feet and create a dense buffer. The arborist can aid in this discussion. 3. The Board should discuss the adequacy of the buffer along the residential boundary. SUBDIVISION CRITERIA CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The Water Department is reviewing the plans but it is unclear whether these comments will be received in time for the public hearing. 4. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer is reviewing the plans but it is unclear whether these comments will be received in time for the public hearing. 5. The City Engineer shall review the plans prior to preliminary plat approval. The proposed building is smaller than the existing building so it is not clear if additional wastewater capacity shall be needed. If necessary, the applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 6. The applicant should clarify whether any additional wastewater capacity is needed for the proposed building. If necessary, the applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 7. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via one two -directional curb -cut off of Laurel Hill Drive. This curb cut is approximately 24 feet wide. This is a proposed consolidation of what is currently two similarly sized curb cuts on Laurel Hill Drive. Staff is pleased with this consolidation. As a result of the curb -cut consolidation, the applicant is proposing to extend the existing 5 foot sidewalk across the newly closed area and also to be extended on the other side of the new entrance, to terminate at the property line. The proposed use is for a bank with two lanes of drive -through servicing. As such, and pursuant to Section 5.01 F(2) of the SBLDRs: Applications for a drive -through facility shall be subject to conditional use review and the following restrictions at minimum. - (a) Compliance with Traffic Overlay District provisions, if applicable. (b) Compliance with an approved access management plan providing for curb cut consolidation and secondary access. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The access to the subject property is not within the traffic overlay district and its provisions are not applicable. The plans propose curb -cut consolidation through the elimination of one curb -cut. The applicant should submit an analysis of stacking lane and aisle width for the anticipated use of the drive -through facilities. Is the queuing length sufficient? This shall be reviewed by a third party technical consultant. 8. The applicant shall submit a study analyzing adequate stacking lane length and aisle width. This shall be reviewed through third -party technical analysis. As the use of the subject property will be changing from a combined general office/walkup (estimated 66.66 pm peak vehicle trip ends) bank to a drive through facility (estimated 103.28 pm peak vehicle trip ends), the proposed use is estimated to generate an additional 36.62 additional pm peak hour trip ends. The applicant shall pay traffic impact fees based on this increase. 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. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING There are no wetlands, streams, or wildlife habitat on the site. The subject property is in a dense, urban area and is not identified on the Open Space Strategy. 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. The proposed building is compatible with surrounding and planned development patterns along the commercial corridor of Shelburne Road. The subject property does abut a residential neighborhood. This has been addressed elsewhere in this report. 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/or stream buffer areas. There are no open space areas on the site. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief has been out of the office and has not yet reviewed the plans. Staff is working with him to coordinate review of plans. 9. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to final plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans provide a safe access to Laurel Hill Drive via the consolidated access drive. The property also serves as a secondary access to the abutting property (hotel) to the south. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the plans and provide comments prior to approval of the preliminary plat application. 10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Staff feels the proposed project and PUD is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas These criteria require especially thorough and scrupulous review when applied to drive-in facilities. Staff has worked with the applicant throughout the design process to work towards a plan which meets these criteria to the strictest possible standard. Staff is supportive of the safe and accessible pedestrian provisions. The drive -through entrance begins immediately upon entering the site. The exit from the drive -through has a clear line of sight of the parking area. A walkway is provided to the southern edge, allowing most of the parked vehicles direct access to the building without crossing the parking lot or drive lane. The entrance on the east side of the building was relocated so as to be closest to this concrete sidewalk. Where sidewalks are not possible, a striped crosswalk is provided at the furthest point from the drive through exit. A paved sidewalk accesses the building from the sidewalk along Shelburne Road, providing for pedestrian access from the busiest fagade. This does not currently exist. Staff does not recommend any changes to the parking layout or pedestrian accessibility interior to the site. Based on 4,000 square feet of drive -through bank use, the proposed building will require 24 parking spaces. 22 parking spaces are provided on site. Therefore, the applicant is requesting a parking waiver of 2 spaces, or 8.3%. Staff fully supports this waiver. The bank is a small neighborhood bank, serviced by the most accessible public transportation route in the City. It is also located in a dense area and likely to be patronized by pedestrians and employees in the area who will not require parking spaces. Staff believes that the parking on site will be more than adequate. The Board should discuss this request. 11. The Board should consider a parking waiver request of 2 spaces or 8.3%. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking. (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. CITY OF SOUTH BURLINGTON 8 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed parking is in full compliance with these standards. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 20', which is well under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted architectural details as part of this application. The Board should review these with respect to these criteria. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the connection between this property and the lot to the south. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict proposed dumpsters and recycling facilities, adequately screened. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. The plans depict snow storage areas. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on $1,000,000 in construction costs, the minimum landscaping budget shall be $17,500. The applicant is proposing $16,515 in new trees and shrubs. Groundcovers and grasses do not count towards the minimum landscaping budget. The plans and budget should be revised to meet at least the minimum required. 12. The applicant should submit revised landscaping plan and budget to a minimum of $17,500 in new trees and shrubs. The City Arborist has stated that he will review the plans after they have been revised. 13. The City Arborist shall review the proposed landscaping plans and provide comments prior to final plat approval. Where necessary, the plans shall be revised. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. 14. All lighting shall be shielded and downcast. RECOMMENDATION As staff is awaiting changes to the landscaping plan and a drive through stacking study CITY OF SOUTH BURLINGTON 11 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING from the applicant, as well as comments from City departments, including water and City Engineer, we respectfully recommend the Board discuss all other issues at the March 6tn hearing and then continue the application to the next meeting in order to allow time for the recommended changes and additional items to be discussed. Respectfully submitted, (Natfh�-yv�fiLaRose, AICP Copy to:: Thomas Richards for applicant MEMORANDUM ■ ■ Freeman French Freeman Inc. I Architecture •Planning •Interiors Project Name: NEFCU Shelb. Rd. 81 Maple Street • Burlington Vermont 05401 Project Number: A1142 freeman I french I freeman 802.864.6844 • www.fffinc.com Date: 2/1/2012 To: Ray Belair From: Shawn Brennan Subject: NEFCU Shelburne Road — Plat Application List of Waivers The following is a list of requested waivers for the above listed project to be located at 1000 Shelburne Road at the corner of Laurel Hill Drive: 1. Waive the 50 foot front yard setback along Shelburne Road. This will allow the facade of the new building to be in the same location as the fagade of the existing building. This was suggested by the Board during Sketch Plan Review on 10/4/11 and results in maintaining a setback of 33.5 feet. 2. Waive the 30% front yard coverage for Laurel Hill Drive. The proposed design has a coverage of 31.6%, which is a substantial reduction from the existing coverage of 45.5%. 3. Waive the required number of parking spaces. The required number of spaces is 23 and the proposed design has 22, which is a reduction of 4.7%. CC: File "�, �l pr3 ..... sa�aai .V. ���i/�►.�°�4�� • m�/1 aj� �► i11� •J • NORTH El M 79V— •i��: ,a _. -•G►:osa►i�!►'�'?•7C��C�A�1!�/l�iii•P?i1i'i�i L'... ���• .�... lower Bad Pyca 200 sg « L,wn (5' n 40) I Dafrodills®9':J. 2[:0 84 ll - 7� Nt I � + C4 Vimi �' cRhcaA 2 Rho, p ;,Ir A R'nAM 2 RhAPn 5 `; ;+h�,aA REAM Arxfr.A 3 P.hp3c I Khvl Rnr aA A,.fr-A I Acalr-A I ono 25 BOri I 5 S ❑ � Khty Th- D � Rhty is//Illall i:/IICh I ii/pp811 el naoN suom e.man,. yr asw: aU. ee+a 'rww.lma.can ,,,,.vi.�mg•umm. p I I O + t + + t + + + + t t + + + t t + + + + I t -------------- Th-B fL o r � I CNII fw.IHfPPIH: L6Fi!pIR IMC I I 38 h'.ii I I Th.. A .,.. , ,.. .,,..,... +.......,. Khty I Childs Engln94rtng LLL 40 Lafab— Lana O O b O ------ -__-_-----j R ' rly ldse n9 neering.— IHallamOICS m I Acxfi'-9 Y / YYY OCio. 8 Fasrwoo4 Dr., Sulta ]00 6urlingten. VT 05403 :; 807.6506Z1fhp.: W2.656.1457 iRI�t 29 Vlml N I Lawi I I I ' Ox.tii 2 Cosy Th0 •aOG ." p c ,, s toga I2 ' �� Copu Copu 0 2�' 4p' 2 Tho w I I i GRAPHIC SCALE I uwn �4 14 Patt 1 9 Vim Ces 2 Cm� , `awn I LANDSCAPE PLA �I TI,, ° °° ! Rht y NEFCU °� + + + + 4 Mast-RB 3 ave wa�. i� � — — — I pu_ ow — — — hiugra 9 hlogra a n 20 P 'a.r (long ft , / ' 79 Pate 79 Vim PLANT LIST 1 2EE5 # 5HRU135 KEY QUAN SCIENTIFIC NAME COMMON NAME 51ZE15PEC. Abco I Ables concolor NM,te Fir 8- 10 ft. AcxfrA G Acer x freemam, 'Autumn Blaze' Autumn Blaze Maple 2-2.5 in. AcxfrB I Acer x freemanu 'Autumn Blaze' Autumn Blaze Maple 4-4.5 in. Coal I Cornus altermfoha Pagoda Dogwood G-7 ft. Copu 18 Cornus pumda Dwarf Redtip Dogwood 2 gal. C051 9 Cornus sibenca Siberian Dogwood 3 gal. Foga 6 Potherg,lla gardens 'Mt. Aiy Mt. Airy Fothergilla 3 gal. Ma5tP5 4 Magnolia stellata'Royal Star' Royal Star Magnolia G-7 ft. Ma9a I M3105 sargentu Sargent Crabapple 2.5-3 in. Patr 20 ParthenOO1551.15 tricu5pldata 'Fenway Park' Fenway Park Boston Ivy I gal. Pi-pu 2 Picea rumens Pat Albert' Fat Albert Blue Spruce 5-G ft. Pyca 2 Pyru5 calleryana 'Autumn Blaze' Autumn Blaze Pear 2.5-3 in. Thoc 10 Thu a occ,dentali5 'Ni ra' Dark Green Arborvitae 5-G ft. RhcaA 7 Rhododendron catawb,ense'Album' Album Catawba Phododendron 5 gai. KhcaRo I Rhododendron catawbiense'Roseum Pink' Rose Catawba Rhododendron I 0 g.3. RhAM 5 Rhododendron 'April Mist' April Mist Rhododendron RhpJ 3 Rhododendron 'PJM' PJM Rhododendron '0 ail. RhpJco 3 Khododendron'PJM Compact Compact PJM Rhododendron Khty I G P.hus typhma 'Tiger Eyes' Tiger Eyes 5taghorn Sumac 3 gai. GROUNDCOVER d PERENNIALS KEY QUAN SCIENTIFIC NAME COMMON NAME 51ZE/5PEC. Pate 344 Pachysandra terminals Japanese Spurge bare root Vim, 340 Vmca minor Vinca bare r—'. Hefl 84 Hemerocallis (lava Lemon Idy 2 gal. Hoar 19 Hosta grandiflora Hosta 2 gal. 50-nu 30 5orgha5trum nutans Indian Grass 2 gal. 2 'hot A � — — PiKu (I 2 'aoM \ 1 Khty 2 Th— B Rh[y I ' 2 Thoc-B 1000 ' HELBURNE ROAD y, Thou A SOUIN • VT[INGION Khty rcoxcr HUA1133 ,� TauoA I I 03101i120t2 ic•1' • 20 3 1 oc-B I ...f iMCL'MCL Rot hoc -A O 12 ' rho;; A �) J u / 2 Thoc-A .IcnH ea. LANDSCAPE w^ PLAN & SCHEDULE ' I nhry ' ? Thc_ A. C I I I i I LEGEND I I I EXISTING CONTOUR .eqe suer eumipm _ eaxaaaaw w....n 336 PROPOSED CONTOUR - - — OW OW — — Amli.aun •PYnninp — — — APPROXIMATE PROPERTY UNE — — — — APPROXIMATE SETBACK LINE I \ r O IRON PIN FOUND I —I— —_Ss LAUREL HILL DRIVESS_ '�*`'�• E) CONCRETE MONUMENT FOUND I� I _ V —SS GRAVITY SEWER LINE — — ; — — — — — I — — — — — — — — — --- -------- - _-=oW ` — I - 0 —FM FORCE MAIN J — — sr — — ST — — ST — — -- —� — ...-_ng Chi — W WATER LINE CIF— _ _ _ _ _ _ t _ _ - _ _ _ _ _ _ _ n� /— — — — 240 L Engineering <y J� 240 LeMbvro Lane WIIIIRton, VT 05495 I —DE c.rI@c OVERHEAD ELECTRIC Q I " J95e � , �.ngl,lm..nyma —UE UNDERGROUND ELECTRIC Q I SETBACK t --- � T TELEPHONE LINE a amp � e casiwom or., wire — G GAS LINE w 11 — — — — — BEEN T ' <i. euz�ese aevi Taos& — —ST STORM DRAINAGE LINE Z F0 .t T 0' — —FD FOUNDATION DRAIN LINE� II u0 uo uo `I —UD UNDER DRAIN LINE I fl PROPOSED ® SEWER MANHOLE = I I BUILDING & I I `"" `•• .• ® STORM MANHOLE (/) I I,I CANOPY I$ I ±4,560 SF L m RANIII Ir—amI =181.=i SETBACK g v. POWER POLE o ® CATCH BASIN ' — —°— — "-_ . — — — �� �o I o n NEFCU I — — —w— — — —w— ,b' I :!3 o-o LIGHT POLE O — — — UE— — — UE� J� gTB•---_AAc " —• v SIGN — ow — — — — -- Ow — — — 3300' — — -•� — — DECIDUOUS TREE ui 3""•' • CONIFEROUS TREE jj rv-vwwwv� EDGE OF BRUSH/WOODS I I I • CHAIN LINK FENCE STOCKADE FENCE --- DRAINAGE SWALE 1000 SHELBURNE ROAD SOUTH SURVT UNGTON GRAPHIC SCALE lo ( RX FEET ) 1 imh — 20 ft. -- -- - --336- -- -- - EXISTING CONTOUR ----------336----- PROPOSED CONTOUR - - APPROXIMATE PROPERTY LINE — --- -- — APPROXIMATE SETBACK LINE O IRON PIN FOUND ® CONCRETE MONUMENT FOUND -- —SS GRAVITY SEWER LINE —FM FORCE MAIN W WATER LINE — --OE OVERHEAD ELECTRIC —UE UNDERGROUND ELECTRIC -- -- T TELEPHONE LINE G -- GAS LINE ST - STORM DRAINAGE LINE OO SEWER MANHOLE STORM MANHOLE HYDRANT SHUT-OFF POWER POLE # CATCH C) BASIN Q o-o LIGHT POLE Q 'r SIGN W DECIDUOUS TREE Z CONIFEROUS TREE W' EDGE OF BRUSH/WOODS m FENCE W DRAINAGE SWALE (n I r� 9I M& N07EL LLJ I. Utilities shown do not purport to constitute or represent all utilities located upon or adjaceeht to the surveyed premises. Existing utility locations are approximate only. The Contractor shotc) field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Elf. Contractor shall contact Dig Safe (888-344-7233) prior to any construction, ((nn 2, All existing utilities not incorporated into the final design shall be removed or obandonedv$ indicated on the plans or directed by the Engineer. -� 3- The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repoir/restore oil disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. 5 Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for oil work necessary for complete and operable facilities and utilities.. 8. If the building is to be sprinklered, bockflow prevention shall be provided in accordance with AWWA M14, The Site Contractor shall construct the water line to two feet above the finished floor.. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work- Work shall not begin on any item until shop drawing approval is granted. 10, In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards.. 11.. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0,1 feet. 12. Any dewotering necessary for the completion of the sitework shall be considered as port of the contract and shall be the Contractors responsibility. 13. The Contractor shall coordinate all work within the City Road R.0-W. with the Public Works Department. 14, The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at on approved off -site location. All pavement cuts shall be made with a pavement saw. 16, It there ore any conflicts or inconsistencies with the plans or specifications,. the Contractor shall contact the Engineer for verification before work continues on the item in question.. 17- Property line and site information is based upon a pion entitled "New England Federal Credit Union - Proposed Site Plan", dated Aug, 2001, lost revised June 3rd, 2003, prepared by Civil Engineering Associates, Inc. and approved by the Director of Planning and Zoning of City of South Burlington on May 14th, 2003. This pion is not o boundary survey and is not intended to be used as one. 18. Vertical datum based on a scaled elevation from a UGSG Quad Topo mop.. Horizontal datum based on o magnetic reading token at the time of survey. ENTM Zoning District - Commercial 1 - Residential 15 Reauired Lot Size (SF) 20,000 Maximum Lot Coverage (%) 70 Maximum Building Coverage (%) 40 Front Yard Coverage (%) Lourel Hill Or. 30 Shelburne Rd. 30 Front Yard Setback (LF) Lou rel Hill Dr, 30 Shelburne Rd. 50 Side Yard Setback (LF) 10 Rear Yard Setback (LF) 65 (Abuts Res.) Parking Stalls 23.2 F a I COMBINE AND j RELOCATE CURB CUT I I _I Existinci t30,056 t61.2 t17.7 t 45.5 t 24.1 t25 t35 t15 t148 35 Pr000sed t 30.056 t60.1 t15.2 t 28.5 t 6.0 t30 t50 t10 t153 22 TNEWEN1310SUIIE FOR TRASH AND RECYCLING NEW VEGETATIVE SCREENING. SEE LANDSCAPING PLAN EXISTING FENCE TO REMAIN NEW POLE MOUNTED LIGHT(3 TYP.) SNOW STORAGE AREA 1 i/2- AP. RECE1VEL- AUG 19 2011 . tiington AfY SP wnu rxn �rrn raL. a W, LOCATION MAP 1" = 2000' freeman ! french ( freeman I ilA, ple St eB'- P 0 Box 306 �rlingip Vermont 05�2 sao,s. �_ ruaMo«r..waR�ow NEPCU EROAD SOUTH BURLINGTON VT A1133 All LY 14, 2011 1"= 2(r CFA FFF PROPOSED CONDITIONS SITE LANDSC. C1.1 Curvilinear Plant Bed Around Building --- Deciduous Tree at Corner of New Building * d * Enhance both Shelburne Road &Laurel Hill Drive Elevations Draw Eyes of People Travelling on Shelburne Roa by Screening Northwest Building Corner Around Building Corner Break in Planting to Allow Glimpse of Drive-in Window NEFCU Sign in New Planting Bed -- - Evergreens to Screen Bright, Cheerful Setting Parking from Laurel Hill Drive Mix Sizes & Species to Insure Diversity *Evergreens and Avoid Monoculture * Seasonal Flowers * Sign Framed by Deciduos Tree with Dense Foliage -- Shade Tree adjacent to Driveway m * Mark Parking Entrance m * Insure Appropriate Visibility for Vehicles Turning onto Laurel Hill Drive I — L A U R E L I L L D Ra r V E— -- I o � Lawn Framed by Several Layers of ---- — — — 5— — —s— _ — — —5— — — — « — — — —S— — — — — —5— — — — -� _+_— Foreground Planting c I I o ?' —a,,._ I * Gives Sense of Depth to Views from Shelburne Road so — — — — — — so— ——_—_—_— — ` * Plantings Placed to Highlight Architectural Features a g— _ i ,r � Ie 1 / W 1 ------------NEWVEGETATIVE LANDSCAPING PLAID. PROPOSED BUILDING & I� CANOPY I ---- Single Stem Deciduous Trees ±4,574 SF ' I I' I � / � *Withstand Snow Storage I � 1 - GLLI I I I I / — Ow= — — ow I y I Trees Planted as Gateposts for ---- Shelburne Road Sidewalk Demarcates Pedestrian Entrance Create Separation from busy Shelburne Road Flowering Trees ---y Adjacent to Key Windows Provide Visual Privacy from Neighboring Bldg. Flowering Deciduous Trees Set in Mixed Evergreen & Flowering Groundcover Frame & Give Depth to Parking Entry Door Colorful, cheerful detail at Doorway --- Flowering Perennials in Traffic Island Color in Summertime * Withstand Winter Abuse Ivy on Fence RECEIVED Mask the Shiny Plastic Texture AUG 19 2011 North C of So. Burlington 0 10' 20' 30' 40' Graphic Scale eeman trench' 6eema Mople Street. P O. 13- 30C o4naton Vermont oawl ,axrelan.-..w. r.�,.,rctt�nea�,ns NEFCU SOUTH eURUNGTON vT A1133 Den 512017 SAS NOTED MCL I MCL SKETCH PI 11—IE CONCEPT LANDSCAPE PLAN L-1 LEGEND EXISTING CONTOUR 336 PROPOSED CONTOUR — — — — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O IRON PIN FOUND 11 CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE — —FD FOUNDATION DRAIN LINE — —UD UNDER DRAIN LINE ® SEWER MANHOLE ® STORM MANHOLE HYDRANT 0 SHUT-OFF v, POWER POLE ® CATCH BASIN o-o LIGHT POLE 4 SIGN DECIDUOUS TREE CONIFEROUS TREE rvYvvwwY� EDGE OF BRUSH/WOODS —•—•— CHAIN LINK FENCE —•—•— STOCKADE FENCE "�----- DRAINAGE SWALE ZONING REQUIREMENTS Zoning District - Commercial 1 - Residential 15 Overlay Districts - Traffic Required Existing Proposed Lot Size (SF) 20,000 ±30.056 ±30.056 Maximum Lot Coverage (%) 70 t61.2 i61.9 Mozimum Building Coverage (%) 40 ±17.7 ±15.2 Front Yard Coverage (%) Laurel Hill Dr. 30 ±45.5 t31.6- Shelburne Rd. 30 ±24.1 320.0 Front Yard Setback (LF) Laurel Hill Dr. 30 ±25 ±30 Shelburne Rd. 50 ±34 t34- Side Yard Setback (LF) 10 f 15 f 10 Reor Yard Setback (LF) 65 (Abuts Res.) ±148 ±159 • - Proposed improvements do not meet Laurel Hill Dr. Front Yard Coverage and Shelburne Rd. Front Yard Setback requirements, however they do represent improvements. or at worst no change, over the existing conditions. Q O (r LLI Z m J LLI fn I LLJ F O _ Ow Ln Zi I I I I I I 'Q­ - - - - - ow - - ow - -- - - ` RwLK awNi OLVMaKM . � r — II _ _ Na w I LAUREL HILL DRIVE '" �ow .rr�: ro: I E —55— —ss�. —SS_ —55— —55— — —` _s5 T —55— — IKro anew: M rc wro nrK era w-7 ` NET_ a aw — — a mrw. awsee <iw.1 y — — ow ` >«n wro K PARKING CALCULATIONS Use - Dive Through Bank Required Spaces - 5.8 spaces per 1.000 GFA 3,900 sf of GFA 5.8 ® 3.900/1,000 = 22.6 = 23 spaces Proposed Spaces - 21 standard spaces proposed 1 handicap space proposed 22 total spaces proposed Request 1 space (4.3%) waiver DESIGN FLOW CALCULATIONS Use - Banking F-ility Water Design Flows - 15 gpd/wprker O 10 workers = 150 glad Low flow fixture credit (10%) = -15 gpd Total Water Design Flow = 135 gpd Wastewater Design Flaws - 15 gpd/worker O 10 workers = 150 gpd Municipal connection credit (20%) = -30 gpd Total Wastewater Design Flow = 120 gpd RECEIVED FEB 0 5 2012 City of So. Burlington i 9 GRAPHIC SCALE IN FEET ) 1 Inch = 20 It reeman french freema ASY�aniP6, in Childs Engineering LLC 240 Lefebvre Lana Wgllslon, Vi 05495 .2479-4968 carl@ehgdmngineering.com NEFCU i 1000 SHELBURNE ROAD SOWN BURLINGTON VT Al 133 7114/2011 a ­ 1' - 20 MJWIJSO SAV PROPOSED UTILITIES SITE PLAN C■•■ No Text TOP OF PARAPET 18-e' (l DTWEIHPOUGH SERVME HATCH DTdVE iHROJGI CANOPf — S.E' LDe ROOF _ 14-C' DRIVETHROUGH FIBER CEMENT DOERIOR FINISH SERVICE WITCH WAY PARAPET DRIVE THROUGH CANOPY G (4'.6"NT•) FILTER CEMENT WERIOR FINISH FIBER CEIAM ACCENTSAND _ I b b I b LLVELI N . -_-. _—_—_—_—_ _ FACE BRICK 4IIYFFR It MASONRY BASE- THIN VENEER STONE CONTINUOUS NORTH ELEVATION An SCALE. 1/8' = 1'-0' IV MECH. EQUIPMENT 1 Y-1 2-2 3 RaRCENERETOWIDIR 4 —�FINISH PARAPET I I FACE BRICKVBEER I (4'-6' HC) CURTAIN WALL SYSTEM SUNSCREEN CANOPY _ _CURJEO ROOF SlM SCREQJ ATWESTWINDOAS(2) MONUMENT SIGN MECH. ME7L LEVEL THIN VENEER STONE DRIVETHROUGH SERVICE HATCH DRIVETFg011Ci1 CANOPY 5 CUREDROOF TCP OF PARAPEf6�T z WEST ELEVATION A210 SCALE: 1/8' = V-O' 60'-U SUN SCREEN CANOPY METAL FASCIA SUN SCREENS(2) FIBER CEMENT D(IERIOR HIM CURTAINWALLr SYSTEM T WALL SIGN freeman french freeman elxp�e�x•eM1•mix xal noMcnce44•wnAOrmn ptllleMe•Mnry•MMm Childs En®needng LLC 240 L.efebpe Lane Wllhston, VT D5495 802-879-4968 cad@wAildsenrineedng.com a11am#IC 38 E4w1WwC Dr., Suite S00 S,. Buffington, Vr 11401 Tel 80i e5B /891 faz' 801658.145 b hE01�_ N b THNV9EER FACE BRICKVTNEEA ?O. Foolnp J� w STONE 4 01' MASONRY RASE — - S NM R E V E I Y E V FEB 0 5 2012 City of So. Budingtol, FIBER CEMENT EXTERIOR DRIVETHROUGH FINISH SERVICE HATCH PARAPET(4'-6'HT.) DRIVE -THROUGH CANOPY MEUH. EQUIPMENT n CURVED METALPNEE WALLAT LOWROOF S" BUM INGM Vi ` cuRumcANOP ENIRrr RooFaccESs000R TNIHI SICi A E I FROM MICA. ROOM DUNID RO 74'OF .D' TOP OF PARAPET A1142 THTOUGH SERVICE kxivl . go DRIVETHO"CAWPY SC -n'S1 Mai II � e VE EXTERIOR ELEVATIONS New England Federal Credit Union 141 Harvest Lane Williston, VT 05495 Tel: (802) 879-8790 ARCHITECT Freeman French Freeman, Inc. 81 Maple Street Burlington, Vermont 05401 Ph: (802) 864-6844 Fax: (802) 860-1815 CMI EngineeringAssociates 10 Mansfield View Lane South Burlington, VT 05404 Tel: (802) 864-2323 Fax: (802) 985-2271 SMIC URALENGINEER Childs Engneering 240 Lefebvre Lane Williston, VT 05495 Tel: (802) 879-4968 MEP ENGINEER Hallam/ ICS 38 Eastwood Drive, Suite 200 South Burlington, VrO5403 Tel: (802) 658-4891 � Fax: ((880/�2�L) 658--144577 1 ANDSCAPEMM11EC Michael Lawrence Associates 8 Linden Lane EssexJct., VT05452 Tel: (802) 878-2778 BUUNNGCONMULIION INWRMA110N CONBIRUCnONTYPE: IBCTYPE IIB UNPROTECTED NON-COMBUSTIBLE NFPATYPE II-000 UNPROTECTED NON-COMBUSTIBLE USEGROUP. IBC BUSINESS OCCUPANCY N WA BUSINESS OCCUPANCY HEW ALLOWABLE ACTUAL BUILDINGHEIGHT 75 FT• 24 FT NO. OFSTORIES 5• 1 SQUARE FOOTAGE ALLOWABLE ACRIAL LEVEL I 46,000'SF 4,000SF MECHANICAL M MINE 600SF 475 SF `NTH SPRINKLER INCREASE FIRE RESISTANCE RATINGS ON HOURS) - IBC IIB UNPROTECTED NON COMBUSTIBLE MOOR BEARINGWALLS 0 IXIERROR NONBEARING WALLS UPT030'SEPARATION 0 GREATER THAN 30'SEPARATION 0 INTERIOR BEARING WALLS - SUPPORTING MORETHEN ONE FLOOR, COLUMNS, OR OTHER BEARINGWALLS0 SUPPORTING A ROOF ONLY. 0 INTERIOR NONBEARINBWALS 0 SUPPORTING MDRETHEN ONE FLOOR. COLUMNS, OR OTHER BEARINGWALLS. 0 SUPPORTINGARODFONLY 0 BEAMS, GIRDERS, TRUSSES, ANDARCHES SUPPORTING MORETHEN ONE FLOOR, 0 COLUMNS, OR OTHER BEARING WALLS. 0 SUPPORTING A ROOF ONLY. 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCHON 0 ALL INTERIOR CORRIDOR WALLS 0 DR B SUBMISSION JANUAW".3.0, 2012 GENERAL NOTES INTERIOR VIEWS 1. ALL WORK TO BE DONE IN ACCORDANCE WITH SIATEAND LOCAL CODES AND ORDINANCES. 2. ALIW'ORK PERFORMED TO BE OF ACCEPTED INDUSTRY STANDARDS AND PRACTICES GOVERNING THE HIGHEST QUALITY OF WORKMANSHIP. 3. CONTRACTOR TO COORDINATE KEYING REQUIREMEMSWITH THE OWNER AND THAT SCHEDULED WITHIN THESE DOCUMENTS. 4. DOT SIGNS AND EMERGENCY UGHTNGARE TO BE LOCATED AS DIRECTED AND REQUIRED BY CODE AND / OR CITY INSPECTORS. ITO BE INCLUDEDIN ELECTRICAL. DESIGN PACKAGE) 5. AllD(TERIOR WOOD BLOCKING AND ALL WOOD IN CONTACT WTTH CONCRETE SLABS AND/ OR MIASONRYTO BE PRESSURE TREATED. 6. CONTRACTOR TO VERIFY LAYOUT AND DIMENSIONS PRIOR TO THE START OF CONSTRUCTION AND TO CONSULT WITH THE ARCHITECT REGARDING ANY DISCREPANCIES THAT OISTWITHIN THESE CONSTRUCTION DOCUMENTS. 7. ANY AREAS WITHIN THESE CONSTRUCTION DOCUMENTS WHICH ARE UNCLEAR OR CONFLICTING ARE TO BE BROUGHT TOT14E IMMEDIATE ATTENTION OF THE ARCHITECT FOR CLARIFICATION 8. CONTRACTOR TO CONSULTTHE OWNER FOR ANY ITEMS TO BE PROVIDED BY THE DINNER AND INSTALLED BYTHE CONTRACTOR. 9. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, ETC. ASSOCIATEDWRH THE EXECUTION AND COMPLETION OFALL WORK 10. PROVIDE FIRE TREATED WOOD BLOC19NG IN PARTITIONS AS REQUIRED FOR MOUNTING OF CABINETS, SHELVING, GRAB BARS, TACK BOARDS, ETC. 11. ALL WOOD FRAMING/ BLOCKING AND UNIT MASONRY SUES ARE NOMINAL, UNO. 12. ALL IXPOSED INTEROR STEEL TO BE PAINTED, D POSED EX'RROIR STEEL TO BE GALVAN®, UNO. 13. ALL INTERIOR PLAN DIMENSIONS FROM FINISHED FACE OFWALLS, UNO. 14. ALL DITEMOR PLAN DIMENSIONS FROM D"DR FACE OF FRAMING, UNO. 15. WHERE WALLS OR PARTITIONS ON EITHER SIDE OF DOOR ARE SHOWN AS SOUND, SMOKE, OR FIRE RATED, THE WALL OR PARTITION OVER THE DOOR SHALL — BERATED TOTHE HIGHEST RATING OFTHE ADJACENT WALLS AND PARTIDONIS, �1 SMB�LGM71GIED UNLESS OTHERWISE NOTED. 16, THE DRAWINGS AND SPECIFICATIONS ARE COMPLE ENTARYTO EACH OTHER AS DEFINED IN THEA201 GENERAL CONDITIONS. WHENTHEREISCONRICTINIG a---- GRID REFERENCE INFORMATION BRING OTOTHEATTENIION OFTHE ARCHITECT. IF T IS NOT BROUGHTTOTHEATIENTONOFTHEARCHMUTTHECONITRACMRIS SPOT ELEVATION MARK RESPONSIBLE FOR ALL REQUIREMENTS AND A DECISION WILL BE RENDERED BY V THEARCHITECTATA LATER DATE WHEN PRICING THEWORKTHE CONTRACTOR WALL BE HELD LRESPONSIBLE FOR THE HIGHER COST OFTHECONFLICTING REVERT ELEVATION MARK REQUIREMENTS UNLESS CLARIFIED IN WRTINGTHROUGHTHE CONTRACTOR'S BID PROPOSAL ROOM NAME ROOM NAME 101 ROOM NUMBER 150 SF ROOM SQUARE FOOTAGE BUILDING CODE INFORMA71ON 101 DOOR NUMBER APPIICARLECODES 1. 2006VERM(NJT FIRE& BUILDING SAFETY CODE references NFPA1, INTERIOR WINDOW DESIGNATION NFPA101, AND the IBC. W7ERECODES CONFLICT, NFPA SUPERCEDES IBC. A O (LETTERED) - SEE A700 http://v dpssLatevLm/fire/Nes.htm a. NFPA 101, Life Safety Code, 2006 edition. b. NOVA 1, Uniform Fire Code, 2006 edition. O EXTERIOR WINDOW DESIGNATION Q IBC, The International Building Code, 2006 edition. (NUMBERED) - SEE A700 2. Accessibility: Americans with Disabilities Act Accessibility Guidelines (ADAW), July, 1998. AND 2007 Vem ntAaxssibility Rules, <^�� WALL TAG - SEE A400 3. Electrical: 2011 NFPA 70 National Eleadral Code V 4. Mechanical: International Mechanical Cow PlumbingCode Mont robing 5. Herg,2 �Q REVISION CLOUD 05 Ve Cornel 6. Energy: 2005 Vemnm Commercial Budding Energy Standards. REVISION NUMBER M,.//publirserAm.we nt.gov/eneo�ffidmcy/ee_oDmnWndarcKhtmd 1 7. VOSHA A200 A300 BUILDING ELEVATION BUILDING SECTION ENERGYCDDE INFORMA71ON VERTICALGIAZING/WALAREAPCf: 40%MpK INSULATION RATING DESIGN R-V/LL11ES CEILING/ROOF 3000NFINU 8 A310 WALL SECTION WALLS 13CMAVG 3 FLOOR/FOUNDATION 10 1 I WINDORAND DOOR RATINGS U-35 4 A420 2 A420 INTERIOR ELEVATION FACTOR NDGW 0 CURIA] CURTAN WALL (yam 1 SKYLGHFS O.W —3� i \ 1001 I ) ENLARGED DETAIL ABBREVIATIONS ACT ACOUSTICALCOUNGTILE MATL MATERIAL ADA AMERICANS WITH MAX MAXIMUM DISABILITIES ACT MECH MECHANICAL AFF ABOVE FINISH FLOOR MFR MANUFACTURER ALUM ALUMINUM MIN MINIMUM APPROX APPROXIMATELY MSC MISCELLANEOUS MO MASONRYOPENNG BD BOARD MTD MOUNTED RLDG BUILDING MTL METAL CG CORNER GUARD CI DONTROL101NT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONIC CONCRETE DONT CON11NWUS CORR CORRIDOR CPT CARPET CT CERAMICTILE CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CFOI CONTRACTOR FURNISHED OWNER INSTALLED OF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION ON DOWN DTL DETAIL DWG DRAWING El EXPANISION101NT EL/EIEV ELEVATION ElEC ELECTRIC EVER EMERGENCY ENGR ENGINEER EQ EQUAL EQUIP EQUIPMENT EWC ELECTRICWATERCOOLER EX/EXIST EXISTING IXT EXTERIOR ETR DOSUNGTOREMNN FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FIN RR HASH FLOOR FIN RASH RR FLOOR FRM FIRE RESISTIVE MATERIAL FT FOOT OR FEET G1LV GALVANIZED GM GYPSUM WALL BOARD GYP GYPSUM HC HANDICAP HOW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HANDRAIL HT HEIGHT INLSUL INSULATION TNT ANTERIOR IN INCHES JAN JANITOR 1C JANITOR CLOSET LAV LAVATORY SCHGM0FDRAWINGS CIVIL C1 O EXISTING CONDITIONS SITE PLAN CIA PROPOSED UTILITIES SITE PLAN CL2 PROPOSED GRADING SITE PLAN C 1.3 PROPOSED LIGHTING SITE AND DETAIL PLAN CIA PROPOSED EPSC& CONSTRUCTION SITE PLAN C20 PROPOSED DETAIL. PLAN NIC NIS NITTINCONTACT NOT TO SCALE LANDSCAPE L1 LANDSCAPE PLAN OC ON CENTER OFF OFFICE OR OPPOSITE HAND OR ARCHITECTURAL. OVERHEAD OPP OPPOSITE AODO COVER SHEET A1DO FIRST FLOOR & MECHANICAL MEZZANINE PLANS OF01 OAMER FURNISHED A101 ROOF PLAN GINNER INSTALLED AM EXTERIOR ELEVATIONS OFCI OWNER FURNISHED CONTRACTOR INSTALLED PL PLATE PUW1/P-TAM PLAST1CLAMINATE PLYWD PLYWOOD PREFAB PREFABRICATED PT PRESSURE TREATED PID PAINTED QT QIIARRYTILE RCP REFLECTED CEILING RAJ REP REFERENCE/REFRIGERATOR REQD REQUIRED RESIL RESILIENT REV REVISION RM ROOM RO ROUGH OPENING SCHED SCHEDULE SECT SECTION SHT SHEET Sim SIMILAR SPED SPECIFICATION SID STANDARD STL STEEL SS, Sr. ST. STAINLESSSTEEL STOR STORAGE STRUCT STRUCTURAL TEL TELEPHONE TOC TOP OF CONCRETE TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE UC UNDER CONTROL VB VINYL BASE V'CT VINVLCOMPOSITIONTILE VERT VEKRCAL VEST VESTIBULE W/ wmH WC WATER CLOSET WD WOOD W/0 WITHOUT freeman I french I freeman 81 Mapple Street • Burlington Vermont 05401 I 802.864.6844 • www.fffinc corn Architecture • Planning • Interiors RECEIVED FEB 0 9 2012 City of So. Burlington h7 UELOG SCHEMATIC DESIGN DECE BER23,2011 ORB SUBMISSION JA1AMRt'3D, 2012 LEGEND EXISTING CONTOUR 336---- PROPOSED CONTOUR — - - APPROXIMATE PROPERTY LINE -- ---- - - APPROXIMATE SETBACK LINE O IRON PIN FOUND 0 CONCRETE MONUMENT FOUND ---SS GRAVITY SEWER LINE - - --FM FORCE MAIN -- W WATER LINE --- ---- OE OVERHEAD ELECTRIC --- UE UNDERGROUND ELECTRIC -- --- T TELEPHONE LINE -- - G GAS LINE - ST STORM DRAINAGE LINE --TO FOUNDATION DRAIN LINE --UD UNDER DRAIN LINE (S) SEWER MANHOLE ® STORM MANHOLE V HYDRANT 0 SHUT-OFF - POWER POLE ® CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE rn-vwwvv-. EDGE OF BRUSH/WOODS --•—•— CHAIN LINK FENCE —o—.— STOCKADE FENCE --- DRAINAGE SWALE GENERAL NOTES FOOD SRRVICX x/r CH DEN TRUST CO. /o n/f ROM. GIARIA & ."ONCE /f LAURRL Hlll ASSOCIATION. WC R6116r, w � I I I LAUREL HILL DRIVE I■ - - SS- - - -� -SS - - - -SS- - - - - -S5— - - - —SS_- —S5 - - - - - -SS - Ixx,.. ----- _-= 0 ST - 1- ST _ - ST - - - ST sr ,of°',d I' —a arc � in n. n ra V Iwas o ndad— Q I / SEIeACK rr•w um / m.w.au Of z b pl l — — � — — — - — — e ` � m I;I III'_ j ; l I _J - III NEW ENGLAND FEDERAL �Ir W III a (n III � I ��// E%ISTING BUILDING � � lCREDIT UNION I 4 tlTAX z44-ow-000 vpl. 44e :oeeAwo elAs 1yp ,I l k t5,200 SF �sETeAa sTTSAa W I a 1 i o TJ. \ UE1 J / SETBACX LLow— (A �— 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify oil utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. The existing water, sewer and gas service sizes could not be verified through reconnaissance or public record. These utilities shall be field verified prior to construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for oil underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) os a direct or indirect result of the construction. 5. All grossed areas shall be maintained until full vegetation is established. 6. Maintain oil trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. If the building is to be sprinkiered, bockfiow prevention shall be provided in accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Can tractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works 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 sitework shall be considered cs port of the contract and shall be the Contractors responsibility. 13. The Contractor shall coordinate oil work within the City Road R.O.W. with the Public Works Department. 14. The Contractor shall install the electrical. Coble and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at on approved off_sit location. All pavement cuts shall be mode with a pavement saw. 16. If there ore any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 17. Property line and site information is based upon a plan entitled "New England Federal Credit Union - Proposed Site Plan", doted Aug. 2001. lost revised June 3rd, 2003, prepared by Civil Engineering Associates, Inc. and approved by the Director of Planning and Zoning of City of South Burlington on May 14th, 2003. This plan is not a boundary survey and is not intended to be used as one. 18. Vertical datum based on a scaled elevation from a UGSG Quad Topo mop. Horizontal datum based on a magnetic reading token at the time of survey. e/I XUNp MU.0 CIVIL PLAN INDEX C1.0 EXISTING CONDITIONS SITE PLAN C1.1 PROPOSED UTILITIES SITE PLAN C1.2 PROPOSED GRADING SITE PLAN C1.3 PROPOSED LIGHTING SITE AND DETAIL PLAN ClA PROPOSED EPSC do CONSTRUCTION SITE PLAN C2.0 PROPOSED DETAIL PLAN a/rBOOKOeArRD. w M- M e/f CITY or sours eURMNGTON SCHOOL DBTRI ,c M -•usrCT FEB 0 9 2L? City of So. Budingiu y GRAPHIC SCALE m ( IN FELT ) L Inch - 20 fl semen french ! freema M1Wpe BIreM BunlnObn Vr 0510] w.✓b,ccam AmAlhauro PWn�H9 •Inleilm Childs Engineering LEG 240 Lelshvrs Lane Williston, VT 05496 802.8794968 arl@ch Ildsengl neeriny-cam NEFCU 1000 SHELBURNE ROAD SOUTH BURLINGTON VT At133 07/14/20111E 'pMJWlJSO SAV — 12- REV'U GENERAL NOTE 1 EXISTING CONDITIONS SITE PLAN C1 e0 LEGEND EXISTING CONTOUR —336— PROPOSED CONTOUR 0. c9 — — APPROXIMATE PROPERTY LINE T — — APPROXIMATE SETBACK LINE 0 IRON PIN FOUND LAUREL HILL DRIVE -ow- .1 _SS_ SS SS— -'SS— —SS— !SS— 4- 55 — IHIRU l­ A111I... 1- E) CONCRETE MONUMENT FOUND —SS— GRAVITY SEWER LINE /- .1Z tm., 7�1 ST — ST — —FM— FORCE MAIN u 71 1 1TO Childs EBgI-Nrhlg LLC W — WATER LINE 240 Laftb� Lane Williston, VT 05496 carl@childsonginearing.com —OE — OVERHEAD ELECTRIC 302-879.49118 —UE — UNDERGROUND ELECTRIC '30' n1am T — TELEPHONE LINE HallamOICS ?5 Ll El,lwl*l D` S`1, Ill­j T C — GAS LINE ui R .65 VE — —ST — STORM DRAINAGE LINE z 0 x - I I 10• U. — —FD — FOUNDATION DRAIN LINEUO — —UD — UNDER DRAIN LINE m LLJ an PROPOSED I YI I ...... G SEWER MANHOLE BUILDING & ...... Q STORM MANHOLE CANOPY 4,560 SF HYDRANT FFE=181.7' ­Ao, SHUT—OFF ^ i I el !T— "To— !V POWER POLE ui T CATCH BASIN NEFCU —oc LIGHT POLE 'bT I t SIGN ow ow DECIDUOUS TREE 0 CONIFEROUS TREE :D EDGE OF BRUSH/WOODS CHAIN LINK FENCE STOCKADE FENCE RECEIVEC, DRAINAGE SWALE FEB 0 9 2012 City of So, Budington GRAPHIC SCALE IN FWT I Inch ® 20 fL 1000 SHELBURNE ROAD SOUTH BURLINGTON VT A1133 7111­7 1­1L' 111411 ­20 17JW1'JSO I "S" A�v' PROPOSED GRADING SITE PLAN C1.2 LEGEND EXISTING CONTOUR 336 PROPOSED CONTOUR — — — — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O IRON PIN FOUND O CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — C GAS LINE — —ST STORM DRAINAGE LINE — —Fo FOUNDATION DRAIN LINE — —UD UNDER DRAIN LINE ® SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT-OFF w POWER POLE ® CATCH BASIN o-o LIGHT POLE T SIGN �- DECIDUOUS TREE '.' CONIFEROUS TREE (vwvvrvw� EDGE OF BRUSH/WOODS —• •— CHAIN LINK FENCE —• •— STOCKADE FENCE — DRAINAGE SWALE Q O Cr W Z Q� m J LLJ I L LI H— Z) O Q� — Ow — — I I I I I I I I I LAUREL HILL DRIVE _Ow, --_SS_ ----_55-----55-- �_8s_--- I — — \ — — —66— - -- ----- -- --- -- ----- `DW ST — — IT — — ST — ..'._.w.. —{7 �r (Site Lighting 1306.80006.90Ft INew Grid / H—H 11364 15.00 1<+> 10.61 111.40 10.00 1 NEFCU — 1000 SHELBURNE RD., SO. BURLINGTON VT 11196 LUMINAIRE SCHEDULE TYP SYMBOL DESCRIPTION LUMENS MOUNTING BALLAST OTY P76 Q Kim Lighting Pole 16' Pole Mounted 6 8 (1) "S2" 1SA/WP9SE-2/60L3K120/DB 3889 Concrete Bose R12 p Spectrum Lighting Recessed 12' Recessed Mount 4 (1) "R1" SGA4LED20W/31K/WD/AR450OSG 896 R8 p Spectrum Lighting Recessed 8' Recessed Mount (1) "R1" SGA4LED20W/31K/WD/AR4500SG 896 1 W12 Wall Mount "W1" 2400 12' WDII Mount 1 IKirnLighting (1) SW1/60LED120/DB SEE uGHTING FIXTURE TABLE FOR UGHnNG SPECIFICATIONS NON -TAPERED SOUARE ALUMINIUM POLE DARK BRONZE FINISH ANCHOR BOLTS k TEMPLATE BY LIGHT POLE SUPPLIER HAND HOLE w/COVER BOLT OR cADWELO GROUND WIRE TO POLE FINISH GRADE u Y 1 �•„+, tl I s s 3/4' CONDUIT FOR /8 ARE COPPER L _..L SCH 80 PVC FROM POLE TO POLE w/ GROUND MIRE I r _ T SEPEARATE GROUND (4) #5 VERTICAL 4- _ 3/4' . 10' COPPER GALVANIZED STEEL TO MELD GROUND ROD 18. PVC CONDUIT CONNECTOR BOND TO CONDUIT. �3 TES O 12 O.C. BASE At POLE NOTE: POLE BASE HEIGHT TO BE 4" FOR ALL LIGHT POLE BASES LOCATED BENINO CURBING AND 36" FOR ALL REMAINING UGHT POLE BASES. POLE LIGHT DETAIL NTS I r: I I / E: o T► urn %.A tl Lj FEB p 9 2012 City Of So. Budington GRAPHIC SCALE ( IN FELL' ) I I—h = 20 (L eeman bench freema wM�sla<.nl m"waa, .,.hg-1 ­a� Childs Engineering LLC 240 Lefebvre Lana Wlm-lon, VT BUBB 802-8794968 cerlachilde-ngin.-Hng.com FEUa—m—PICS 38 Eastwood Dr., Suite 200 -. - 1 -ton. VI I,1 0 NEFCU 1000 SHELBURNE ROAD SOUTH BURLINGTON VT w>•,... A1133 7114;11­ f•1"=20' �MJWUSO SAV PROPOSED LIGHTING SITE & DETAIL PLAN C 1.3 LEGEND EXISTING CONTOUR ---.--336 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O IRON PIN FOUND 0 CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — C GAS LINE -- —ST STORM DRAINAGE LINE --FD FOUNDATION DRAIN LINE — —UO UNDER DRAIN LINE ® SEWER MANHOLE ® STORM MANHOLE HYDRANT • SHUT-OFF •O. POWER POLE ® CATCH BASIN 0o LIGHT POLE T SIGN DECIDUOUS TREE •', CONIFEROUS TREE rvvwvvwv� EDGE OF BRUSH/WOODS —•—•— CHAIN LINK FENCE —•—•— STOCKADE FENCE --- DRAINAGE SWALE FILTER FABRIC TO BE POST NIRAFI 100% OR APPROVED EQUAL POST SPACING 38' MIN. 2 z WDOD 2.S -- METAL POST 10' - a z 4 WOOD 70' 24" MIN. �- - FILTER FABRIC TO BE CLIPPED. BACKFILLED AND TAMPED B• BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL TpMMIURIFSI ENWRD5F5ENNLCTEEE.E OR APPCRLOVVEED9 EQUAL AL �OERPARA p AS DETAILED HEREIN. ` 2 (CREATED CPLANS.[CDUR NC EpOEN[TSpTRUC1710NSFE[NOTE[�NFzCE55ARIL REFPR L9ECT[D ONQTTHpEyEFISEAES T ASB MAINTAINED UNTL SDLOPES AOF RE 5T 9�ILILIZEDIUP TM Nj FENC?L LT FENCES AR`?IMFIT 3. WHEN TWO SECTIONS QF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL TO BE OVERLAPPED BY 6, FDLDED AND STAPLED. SILT FENCE DETAIL N T S I I \ ow r - -�— — LAUREL HILL DRIVE �Ow I • — _sS_ — — —/""- _�� — — -55- __ _. _ — _55— — — — SS— — —� _SS- — — — — T — -SS— — �Y•R iAp(Ct Ca11.1A w° Q O Q' LJ Z Q D m J LAJ _ (n I W I i O Q' —ow-- GRAPHIC SCALE M IN FEET ) I inch . 20 fL POSTS -� 1. SET POSTS AND 2. ST, EXCAVATE A 4-X8- ME! ANGLE 10' TRENCH, SET POST WIRE PO'. UPSLOPE FOR DOWNSLOPE. FENCING STABILITY AND SELF CLEANING 100' 12- MIN. eT 3. ATTACH FILTER FABRIC 4. ST, TO THE WIRE FENCING ME° FILTER AND EXTEND IT TO ENC FABRIC THE TRENCH. COMPACTED BACKFILL LA SILT FENCE CONSTRUCTION DETAIL WHERE CRADE EXCEEDS 2X -FILTER FABRIC SECTION A — A \ NOTE: / SANDBAGS OR SPILLWAY USE SANDBAGS CONTINUOUS BERM OF OR OTHER APPROVED METHODS EOUIVALENT HEIGHT TO CHANNEUZE RUNOFF TO BASIN AS REWIRED. \ / SUPPLY WATER TO WASH WHEELS IF NECESSARY LtiD�— ti0� PLAN NO E5: I. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REWIRE TOP DRESSING. REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC IN T-OF-WAY. 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABRIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, STABILIZED CONSTRUCTION ENTRANCE ­1 11 raeman french iraema N.n• slim e.nm°m� vT °r»m FI•nnHR am•na. nenlnc Ac Childs EnpinaMnB LLC 240 Lafabvro L.— Williston, VT OU95 802-879490 carI@ch Bdaangl...dng.com NEFCU PLASTIC ORANGE CONSTRUCTION FENCE RECEIVEC ,000 SHELBURNE ROAD EXISTING GRADE SOUTH BURLINGTON r�NATIME VT (FEB 0 9 2012 MATMATERIAL"1O. `•. �•.. AT133 Of SO. Buffington o"'Zil, -20' CONSTRUCTION FENCE DETAIL 'ZISO x SAV IJ 1 S .— TEMPORARY SEEDING 8 _ MULCH OR NETTING PROPOSED EPSC & CONSTRUCTIO SITE PLAN TEMPORARY STOCKPILE DETAIL N,' C I A 3-1/2' BITUMINOUS CONCRETE PAVEMENT: 1-1/4' TYPE In FINISH COURSE STABIU2ATION FABRIC MIRAFI ` SOOX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION N T.S TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1/2- R. BASE COURSE BITUMINOUS CONCRETE PAVEMENT FINE CRUSHED STONE DENSE GRADED STONE SIDEWALK WIDTH AS SHOWN ON PLANS 5- CONCRETE SIDEWALK B' GRAVEL SUBBASE 16. I LUNDISTURBED SOIL OR APPROVED NOTES: COMPACTED GRANULAR FILL 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE VALS OF FIVE FEET BY DUMMY JOINTS. DIVIDED APICAL SIDEWALK DETAIL NTS TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1/4" R. I/2" R. - BASE COURSE BITUMINOUS CONCRETE PAVEMENT 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS MM 1/8' JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2- SPONGE RUBBER OR CORK). CURB DETAIL N.T S. FINE CRUSHED STONE DENSE GRADED STONE TOPSOIL, RAKE, UNPAVEDII PAVED SEED & MULCH T 1 NOTES: 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard n proctor test (ASTM D698). APPROVED BACKFILL 2. Bedding material sholl not be placed on frozen Z THOROUGHLY COMPACTED IN subgrode. a 8" LIFTS 3. Approved backfill shall not contain any stones 0 In 2" OF RIGID INSULATION TO more than 6" in largest dimension, 2" maximum 2" Z INSTALLED WHEREVER diometer within 2' of the outside of the pipe, or any i frozen, or organic material. MINIMUM COVER CANNOT BE o D 2' MAINTAINED & ALSO 4. Trenches shall be completely dewatered prior to APPROVED BY THE ENGINEER 1 placing of pipe bedding material and kept dewatered during installation of pipe and backfill. 1 6 PIPE 5. In trenches with unstable materials. trench bottom shall first be stabilized by placement of THOROUGHLY COMPACTED filler fabric then crushed stone (3/4" maximum). BEDDING MATERIAL 6. The sides of trenches 4' or more in depth entered 6" by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. �— UNDISTURBED SOIL OR ROCK 7 Bedding material sholl consist of crushed stone or gravel with maximum size of 3/4". Submit a sample to the Engineer for opprovol. CONCRETE TYPICAL STORM TRENCH DETAIL SIDEWALK N1� 5' HIGH STRENGTH NON -SHRINK NEENAH FOUNDARY R-3210-ALM 6" GROUT 24' x 24" C.I. GRATE & FRAME (OR APPROVED EQUAL) CONCRETE CURB SET FRAME ON FULL '-----.r__ MORTAR BED BITUMINOUS CONCRETE FINE PAVEMENT (1/4"/FT. SLOPE CRUSHED MIN.) STONE MAX.MA 1, CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS ON 1/5' JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2- SPONGE RUBBER OR CORK), 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND TE CURB TOP. CURB EAT SIDEWALK DETAIL N.T.S EXISTING GROUND �I �E�R20S�ION� 12- CONTROL MATTING IN DITCHES TOPSOIL w/E GRADES EXCEEDING 3% BUT LESS THAN 5%. STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH PAVEMENT TINE CRUSHED GRAVEL � DENSE GRADED GRAVE STABILIZATION FABRIC —1 3/4" WASHED STONE MIRAFI SOOX OR 12" APPROVED EQUAL MIN, 4" PERFORATED SDR 35 PVC • SEE PLANS FOR FILTER FABRIC INVERT ELEVATION MIRAFI 14ONS ORAPPROVED EQUAL 12" MIN. '1 FOR Ur NDERDRAIN I •SLOPE ALL PIPE TO DRAIN 0 1% MIN. TYPICAL UNDERDRAIN SECTION IBIS PRECAST W/MONOUTHIIC CRETE BASE �, 4 z 4" I I RISER INSTALLPRECAST CONCRETE ADJUST TO GRADE WATERTIGHT JOINT USING 1' �..RTZR RAULIC CEMENT MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR ACE FLEXIBLE JOINTS AND LIFT HOLES W/NON SHRINK GROUT) TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION BEGIN TRANSITION SLOPE SLOPE FACE OF CURB 6" 6'-0• FINISHED GRDE OF ROAD PAVEMENT TRANSITION CURB N.r S HOPE OR SDR 35 PVC DRAINAGE PIPE 24" SUMP /6" MIN. CRUSHED GRAVEL I J *PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN c1 CURB 17 S ALL JOINTS SHALL BE THOROUGHLY CLEANED SMOOTH CUT EXIST. BIT. AND COATED WITH PAVEMENT PRIOR TO PAVING EMULSIFIED ASPHALT EX. BIT, PAVEMENT PRIOR TO PAVING (BOTH SIDES) _O" MATCH EX. PAVEMENT MIN. (MIN. 1 1/4" TYPE IV 2 1/4" TYPE II) NOTES-. NEW BIT. CONC. PAVEMENT 1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE- WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.O.W. EXIST. SUBBASE MATCH EX. SUBBASE BOTH IDES (18" MIN. CRUSHED 2. 4AINTENANCE AND PROTECTION a TRAFFIC WRING ' GRAVEL) WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROMDED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE �� CONTRACTOR SHALL NOT WORK WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE. 3. ALL BACKFILL SHALL BE MADE IN SIX (6-) LIFTS D + 2' TRENCH rSEE J_ A COMPACTED TO NOT LESS THAN 95% TYPICAL MAXIMUM DRY DENSITY ACCORDING TO ASTM EXCAVATION MIN. / TRENCH DETAIL D698. 1. REPLACE EXISTING ROAD STRIPING AS NECESSARY. REPLACEMENT OF EXIST PAVEMENT N'S RECEIVE® FEB 0 5 2012 City of So. Burlington 12'-6" (PAVED AREA) I POST PLAN 1/2'GALV, CARRIAGE BOLTS OR 3/4'x4 !/2' LONG DAILY. LAO BOLTS SCREE" BOARD 2'x6' P.T. GIFTS OR OTHER MATERIAL (TYP.) AS PFR OWNERS REOUFST POST rT OF CONCRETE FILL AROUND POST 5'-0' O.C. OR LESS I e'-0' O.C. OR LESS DUMPSTER ENCLOSURE eeman french freema 1 Nrmwdw1 "n.Rm. v-oeeul MMNnu�• •MlemYp •Inlwbn ChMds Engineering LLC 240 Lefebv. Lana Williston, VT 05495 802-9794966 carl@chlldsenglnsering.com NEFCU 1000 SHELBURNE ROAD SOUTH BURN INGTON VT A1133 7A4f2011 a,e^.20 r vMJW/JSO nx`SAV PROPOSED DETAIL PLAN C2e0 30'-31/16" 11'-r /tl" 22'-9' — — — _ — — A SUNSCREEN GINOPYABWE / PARAPET - ROOFACCESSWATCH(4) BELOW / �Irolaaow I � I ( \( ❑I I � 0 ® 01 b I ICAL a I EQ 2.1 EOUPM NT I V b —I VfSTIBU.E I I ROOF I AzoO O / 5 LOWROOF �\ ACC6Sro / b LOW ROOF / I OPi 1 ROOFCANDP! ds AT R� CIA C�M J __- 422 SF / b PARAPET — / 23 - 1 9116" SId1 BE1OW SCRffl'S (�) 21' - Y 20' • 8 7/16" 22' - 9" 1 2-1 O 3 4 MECHANICAL MEZZANINE PLAN A:dO SCALE: 1/8" = V-0" n n Azoo rn n SIT- 07/16" SETBACK PROPERTY LINE FIRST FLOOR PLAN x SCALE- 1/8"-l'-0" Y r 397 SF 0 SELF SEIMCE OFFICE t •i1 �r r1 a B �� • • 1 t r- d E120 SF ILE— RECEIVF-Lj FEB 0 " 2012 City of So. Budingtor PLAN LEGEND NEW WALL ANEW DOOR GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 2. ALL MECHANICAL EQUIPMENT IS SHOWN FOR REFERENCE ONLY. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR EQUIPMENT. DISCREPANCIES TO BE BROUGHT TO THE ARCHITECTS ATTENTION. 3. ALL VERTICAL AND HORIZONTAL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE SEALED WITH FIRE SAFING TO MAINTAIN RATING. 4. VERIFY ALL TOP OF STEEL AND TOP OF CONCRETE FOOTING ELEVATIONS PRIOR TO NEW WORK. 5. THE DISTANCE FROM THE HINGE SIDE OF THE DOOR OPENING TO THE FACE OF THE ADJACENT PARTITION OR WALL SHALL BE 41NCHES UNLESS NOTEDOTHERWISE. freeman french freeman sexpt 9na.Bnrml9mat Rtlilemrt•vhMrB•MMm A Childs EnOneedng U-C 240 Lcfebm Lane VAllmton, VT 05495 802-870,49% rad0ft- ildsenOneedng.com HallamOICS B H--i 13 , salt, zoo o. Burlington, VT D5403 M B02 6S9.4891 F. W2.619 1411 •rOxAr�:xe i:Se:�Bi NM N i San►, BMRMKvr mia SC �dBB:DBa 16g7N1 ��B1BB01 N1�1r1 FLOOR PLANS �1 FLOOR PLAN LEGEND SCALE: 1/8" = V-0" freeman french' freeman elwnsX4•nlm4onluwl AOtWbMf•XXilMcmn AMemn•Ibmr•Menm 1A :Ml IN•.IXYIIIX. 45YfA411;. In% Childs Fngneedng U-C 240 Lefeblee Lane Williston, VT 05495 802-879-4968 aavlC tliidsenoneedngcom allamolC 3e E,uw.oe DL, smle zoa S. 8urlingron, Vr 05403 To d01 FSe 48911. 802658.145 1 qy Asap 9 4 5 1 I I I I I I I I I � 15, • a,. � L. �-... I O I DRIVE THROUGH ACCESS ROOFNM ROOF HATCH (3) i� I ® 1 I DRNE THROUGH CANOPY ROOF 1 I I ro— LOWER ROOF— — — I 4 n2ao EF AZW Z I I MECHANICAL EQUIPMENT E I ON14'� 0 E II I PARAPET I I � " I I som o-- —_—_—I —_—_—_—_—_-- -� RECEIVED BURUNMKW FEB 0 9 2012 NIL. �� ��� A11C 2, 12 ,..Us- -,I-0• A� City of So. Burlington M., ChKkw Line). ..A. MNAMOpl 3 3k= CURVED ROOF Atm SCALE: 118" = 1'-0' ROOF PLAN A101 A Ix O12 N Q O 1° ' a,' Bc - Referenced Plats - A. 'Pin of Ld to be Amduwd by &m*4 ton Muted Pis Innu►arics Compeny...', by Hoop 8 Assadtslss, Ind., urMeted. Map Suds 20-1, South Burtlnpton Lana Records S. 'Pbrr of Land - 6ma E Gow wY cormw to Howard 6 Lmn 1969 Map Me . by ow & Associates, Iric., dolled Cc 23loba I C. 'Pin Gf Lmwel Hf/ Subdvtslon - Lds 1- 24- , by Hose 8 N 1-0 Associates, Inc., dated Dscembs►, 195S, Map Side 31-0. pole exist sign W' Flo to 0 z paved drive & parking conc. grass ch.lnk. fence .d TB. BC guy I I paved 3 - �la <� o ;v of 0 U) ° vI s J/4• IPF I' BC RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT O'CLOCK ON THE DAY OF 20 ATTEST. C17Y CLERK grass - Survey Notes - 1. PuMan of Mds survey and pit k b ree psrpsOM[s end dlcranert diem*0 g bourxisd a of lards conveyed b Now England Federd Credit UMm by deed of Verrnad Cm* lkrbn League SeMdee Corp., ,sled /al. 21, 1999 and recorded In Vokaw 440 Page 240 d South Bur/Yrpbn Land Redarda. 2. Rad surrey was conducted daft Febvwy 201$ utNd g ellcYrenlc jDW staMon Mebiarrwite. Prerbrre obasia llim were merle drip a 190 army by this lam. Bawbgs we based upon'Grld MwW, Vennonl Cowcftft Syobm of 1963 (COBS 199E) Dom our GPS obserradcra st the mb. I Comsis shown nwlisd *0 TApood Rsbw Propoesd' P" to cor•t t d 50 dwneter by 40' lent a" rsY/brdrp rods *0 aArnfteri asps atenped -QW Eg nmft Assoca - Vim LS 697', Ololos/y ast Mmh *0 grads. 'Faced' pips nwtaa are h6sled w9h folds dlenbbrs. T-Baw' hrnd we state steliee wth Ttlimped cross sedfon. OondAbn d msrkers in Vood w*n od wwfits shown. 4 Nor record d esasmwd was Round for eacns b*= Mime Kum LLC firriolefteftwerio prgowty across Mime subpd prgowry. - Legend - SUBJECT PROPERTY LINE - OTHER PROPERTY LINE (APPROX.) - - - - - - - TIE LINE IPF 0 IRON PIPE FOUND ® "T-BAR" FOUND CALCULATED ANGLE POINT CRP 0 CAPPED REBAR PROPOSED M., UTILITY POLE AG / BG ABOVE GRADE / BELOW GRADE Ow OVERHEAD WARES SITE 7 II I ='33'47"E LocationMap- 87.8' to TBor Fnd. -> NOT toSt.AL.E LAUREL HILL DRIVE conc. curb W R.O.W. Vol. 5o Pg. 524 (19w) -conc. cu conc. curb To T /9WIDOd Dr. -> conc. walk C��-,Quy Pr S84'36'S9"E e.l'AG -C= S84'36'59"E 300.00' guy avP 114.76' (Rec. 115') New England Federal Credit Union paved drive & parking 7 Vol. 446 Pg. 240 - o.essacre conc. walk c-i 12 w 11 Laurel Hill Dr. ° " R Ybl 17fft M 10�Q ,Sh�lb4l,�q, Road �', go. 1016 Shelburne Road —Vey N8446'10"W 300.31 paved drive parking trash trash 10 vinyl fence encl. gate (Rec. 300') V& 7vps M GRAPHIC SCALE m 0 10 n a eo ( IN FEET ) 1 inch = 20 ft. Tb Mu bastofmybpwNrge endbeW f* pitdpbte ft mouile ofa wMy omxkiobd by me ore deeonDsd h Brawey Nbis' MCI^ based upon our ar e"k died rscorde old evidence bund f ten fill 6dsWg boundrie shown are f a dmiardSI 000gx,,iss wRh ft r 11 1 except n nolsd This pith it s bebrdld oompiwrae *1M 17 VSA 1404 fiecoRbp Of Land PbOP. Thb sitemsrit ra9d only Men socompwded by my odptrl atrokn and sssL ThiodyR.Comm VrLS697 f� See Note 4 paved drive - & parking 2.9.12 TRC Old entrance walk removed Date By Revision Drawn by TRC Date FEB 9.2012 Checked by Scale 1' - 20 Approved by TRC Project No. 1118801 vinyl fence � I � I 1• WF (Rec. 112.6t)- No mM. me. Mexist. City of South Burlington School District Vol. 44 Pg. 466 2 Baldwin Ave. Plat of Survey New England Federal Credit Union 1000 Shelburne Road South Burlington, Vermont CIVIL ENGINEERING ASSOCIATES, INC. P 1 10M NSRELDWEWLAW SO M&MLM�GTOIK Vim OMs02-se1.2923 FAX 80¢-9M-7271 web: www.oss•rtodm coex6lcar z61z - eu. wcBre 1ea6nv6n SHBBT 1 or I :CEIVED =EB 0 9 2012 of So. Burlington Yankee Electric Supply,Corp. 276 East Allen Street Suite 3 Winooski,Vermont, 05404 tel:802-655-4433 fax:802-655-7942 e-mail: tim@callyes.com Date:5/14/2003 To:John @ Benoit Electric From: Tim Lavery Re:NCFCU Pole Lights The photo's of the KAD R3 are using a 400 watt metal halide @ 32,000 lumens. The actual fixture is a 175 watt metal halide @13,500 lumens. Use a x.42 multiplier to achieve the correct footcandle values. Thank you, Tim � Catalog Number ® LMAACA/VIA LI6HT1NG KAD 175M R3 TB SPD04 DDB Type FEATURES & SPECIFICATIONS Notes Notes POLE LIGHTS INTENDED USE — Ideal for parking areas, street lighting, walkways NEFCU and car lots. CONSTRUCTION — Rugged, die-cast, soft corner aluminum housing with 0.12" nominal wall thickness. Extruded 4" soft corner arm for pole or wall mounting is standard. Die-cast door frame has impact - resistant, tempered, glass lens that is fully gasketed with one-piece tubular silicone. FINISH — Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. OPTICAL SYSTEM — Anodized, aluminum hydroformed reflectors: IES full cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw) and R5S (square). High-performance anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp cutoff). Segmented reflectors attach with tool -less fasteners and are rotatable and interchangable. ELECTRICAL SYSTEM — High reactance, high power factor ballast for 100W/150W. Constant -wattage autotransformer for 175-400W. Super CWA Pulse Start ballast required for 200W, 320W and 35OW (must order SCWA option). Ballast is copper -wound and 100% factory -tested. Porcelain, horizontal, position -oriented, socket with copper alloy, nickel -plated screw shell and center contact. Medium -base socket used with 100W & 150W, mogul -base socket used with 175-400W. UL listed 1500W-60OV. LISTING -- UL Listed (standard). CSA Certified (see Options). UL listed for wet locations. IP65 rated in accordance with standard IEC 529. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. Standard Dimensions EPA:1.2 ft 2 Weight: 41 Ibs (18.6 kg) Length: 17-1/2" (44.5 cm) Width: 17-1/2" (44.5 cm) Depth: 7-1/8" (18.1 cm) KAD 175M Series R3 TB Voltage _ SPD04 Mounting KAD 100M 120 SPD04 Square pole (4" arm) KAD 150M Y083 (standard) KAD 175M P403 SPD09 Square pole (9" arm)5 KAD 200M Y77 RPD04 Round pole (4" arm) KAD 250M KAD 320M' KAD 350M' KAD 400M' 347 4803 TB4 Hydroformed Reflectors R2 IES type II asymmetric2 R3 IES type III asyminetric2 R4 IES type IV forward throw2 R5 IES type V square Segmented Reflectors SR2 IES type II asymmetric' SR3 IES type III asymmetric2 SR4SC IES type IV forward throw RPD09 Round pole (9" arm)5 WWD04 Wood pole or wall (4" arm) WWO09 Wood pole or wall (9" arm)',' WBD04 Wall bracket (4" arm)6 WBDO9 Wall bracket (9" arm)6 L/Arm (When ordering KMA, DAD12) Shipped Separately KMA Mast arm adapter KTMB Twin mounting bar DAD12P Degree Arm (pole) DAD12WB Degree Arm (wall) NOTES: 1 Reduced jacket ED28 lamp must be used with SR2, SR3 & S134SC optics. 2 House -side shield available. 3 Consut factory for availability in Canada. 4 Optional multi -tap ballast (120, 208, 240, 277V). 5 The SPD09, RPD09 or WWD09 must be used when two or more luminaires are oriented on a 90' drilling pattern. 6 May be ordered as accessory. 7 QRSTD available in select wattages; consult factory. 8 Additional architectural colors available; please see Architectural Colors brochure, form no. 794.3. 9 Must use RPD09. 10 Only available with SR2, SR3, and SR4SC optics. 12 Soft Square Cutoff Lighting KAD METAL HALIDE 100W, 150W, 175W, 20OW, 250W, 320W, 350W, 40OW 20' to 35' Mounting / 7-1/8" 1 � (18.1 cm) I— 4"—i 17-1/2"�1 (10.2 cm) (44.5 cm) Example: KAD 400M R2120 SPD04 Options Shipped Installed In Fixture Architectural Colorsa SF Single fuse (120, 277, 347V, n/a TB) Standard Colors OF Double fuse (208, 240, 480V, n/a TB) DOB Dark bronze PER NEMA twist -lock receptacle (standard) only (no photocontrol) DWH White LPI Lamp included DBL Black PD Power Tray10 Classic Colors WTB Terminal Wiring Block'o OMB Medium bronze QRS Quartz restrike system (25OW DNA Natural aluminum maximum, lamp not included)? DSS Sandstone CSA CSA Certified DGC Charcoal gray SCWA Super CWA Pulse Start Ballast (n/a DTG Tennis green t00W & 175W) DBR Bright red Shipped Separately6 DSB Steel blue PE1 NEMA twist -lock PE (120, 208, 24OV) PE3 NEMA twist -lock PE (347V) PE4 NEMA twist -lock PE (480V) PE7 NEMA twist -lock PE (277V) HS House -side shield (R2, R3, R4) (SR2, SR3) KADVG Vandal guard KADWG Wire guard Accessories: Tenon Mounting Slipfitter Order as separate catalog number. Number offixtures Tenon O.D. One Two@180° Two@90° Three@120° Three@90° Four@90° 2-3/8" T20-190 T20-280 T20-2909 T20-3209 T20-3909 T20-4909 2-7/8" T25-190 T25-280 T25-2909 T25-320 T25-3909 T25-4909 4" T35-190 T35-280 T35-2909 T35-320 T35-3909 T35-4909 Outdoor Sheet #: KAD-M AL - 370 KAD 400M Arm -mounted Soft Square Cutoff Coefficient ofUtiIization Initial Footcandles KAD R2 Test no. 1193083101 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 2 x 1 W x Z Z 0 rZ 5 g 2.5 1 oW 0�5 2 02 Z 0.1 3 Z N O 4 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, Footcandle values based on 30' mounting height, Distribution Type II, cutoff. KAD R4 Test no. 119111oio1 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 ©d fflId 2 Z 0 F Z 1 � 0 N N 2 Z Z W 3 Z N_ 4 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, Footcandle values based on 30' mounting height, Distribution Type IV, cutoff. KAD R3 Test no. 1192040902 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 2 3 Z N O 4 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, Footcandle values based on 30' mounting height, Distribution Type III, cutoff. KAD RMS Test no. 1192061101 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 5 Y Jim 2 1 � 0 r Z 1 � 0 N F� 2 Z 3 N 4 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, Footcandle values based an 30' mounting height, Distribution Type IV, cutoff. Electrical Characteristics Line current Primary Primary (Amps) dropout Input Power Regulation Wattage/ballast voltage Start/Operating voltage watts factor (%) Line V = Lamp lumens 120 2.50/4.00 55 400CWA 208 1.4512.30 95 Peak -lead 240 1.25/2.00 110 455 90+ ±10% = ±10% Autotransformer 277 1.10/1.75 125 480 .73/1.00 225 Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field measurements. Dimensions and specifications on this sheet are based on the most current available data and are subject to change without notice. KAD R3 RJ Test no.1192041502 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 2 1 Z 6 Z 5 0 2.5 1 0 1 r"- 0.5 2 0.25 Z 0.1 3 FZ N 0 4 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, Footcandle values based on 30' mounting height, Distribution Type III, cutoff. KAD R5S Test no. 1193111901 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 WE M�w 2 Z 1 2 x W 0 1 � yo F 2 Z Z U 3 Z N 4 0 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, Footcandle values based on 30' mounting height, Distribution Type V, cutoff. Mounting Height Correction Factor (Multiply the fc level by the correction factor) 25ft. -1.44 35ft. -0.73 40 ft. - .56 Existing Mounting Height l2_ Correction Factor New Mounting Height / Notes: 1 Photometric data for other distributions can be accessed from the Lithonia Lighting website. lwww.lithonia.com) Lithonia Lighting OrALInvaivIA L/4Gwrlime u Acuity righting Group, Inc. utdoo An,"Ma ifyBrands Company One Lithonia Way, Conyers, GA 30012 Phone:770-922-9000 Fax:770-918-1209 In Canada:1100 50th Ave., Lachine, Quebec H8T 2V3 KAD-M 0 Acuity Lighting Group, Inc., Rev. 4/03 KAD-M.P65 www.lkhonia.com fA L/THON/A L/GHT/NG FEATURES & SPECIFICATIONS CONSTRUCTION Weldable -grade, hot -rolled, commercial -quality carbon steel tubing with a minimum yield of 55,000 psi (11-gauge), 50,000 psi (7-gauge). Uniform wall thickness of .125" or .188". Shafts are one-piece with a longitudinal electric resistance weld. Uniformly square in cross-section with flat sides, small corner radii and excellent torsion. Available shaft widths are 4", 5" and 6". Anchor base is fabricated from hot -rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base is provided with slotted holes. Base cover is finished to match pole. A handhole having nominal dimensions of 3" x 5" for all shafts. Included is a cover with attachment screws. Top cap provided with all drill -mount poles. Fasteners are high -strength galvanized zinc -plated or stainless steel. FINISH — Dark bronze (DDB) polyester powder standard. Other architec- tural colors available. GROUNDING — A nut holder located immediately inside the handhole rim is provided with a 1/2" — 13 UNC ground bolt and nut. ANCHOR BOLTS — Top protion of anchor bolt is galvanized per ASTM A- 153. Made of steel rod having a minimum yield strength of 55,000 psi. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it In the appropriate blank. SSS 16 4C Shaft type Nominal shaft Nominal shaft base size/ _...._._ ---- -....___._...-- SSS length wall thickness 10 — 39 feet (See back page.) (See back page.) HANDHOLE ORIENTATION NOTES: 1 When ordering tenon mounting and drill mounting for the same pole, follow this example: DM28/T20. The combination requires an extra handhole. 2 3-1/2" and 4" tenons available on 5" and 6" shafts only. 3 The drilling template to be used for a particular luminaire depends on the lurinair , that is used. Refer to the Technical Data Section of the Outdoor Binder for Drilling Templates. 4 Specify location and orientation when ordering option. For 1st "x": Specify the height in feet above base of pole. Example: 5ft = 5 and 20ff = 20 For 2nd "x": Specify orientation from handhole (A,B,C,D) Refer to the Handhole Orientation diagram on this page. 5 Horizontal arm is 18" x 2-3/8" O.D. tenon standard. 6 Combination of tenon -top and drill mount requires extra handhole. 7 Additional colors available; see Architectural Colors brochure, form no. 794.3. Catalog Number SSS 16 4C DM19 DDB Notes Type NEFCU POLE LIGHTS Anchor Base Poles SSS SQUARE STRAIGHT STEEL Example: SSS 20 5C DM19 DDB DM19 DDB _ Mounting' Options Tenon Mounting Shipped Installed Architectural Colors PT Open top L/AB LessAnchor Bolts (powderfinish)r T20 2-3/8" O.D. IT NPS) VD Vibration Damper Standard Colors T25 2-7/8"O.D.(2-i/2"NPS) TIP Tamper Proof DDB Darkbronze T302 3-1/2" O.D. (3" NPS) Hxx4,a HorizontalArm Bracket (1 fixture) DWH White T351 4" O.D. (3-1/2" NPS) FDLxx4 Festoon Outletless DBL Black Drill Mounting3 electrical Classic Colors OM19 1at90• FGLxx4 Festoon GFI Outlet DMB Mediumbronze OM28 2atl80° 12CPxx4 less electrical 1/2"Coupling DNA Natural DM28PL 2at180°with one side 34CPxx4 3/4"Coupling aluminum DSS Sandstone plugged 1CPxx4 1" Coupling DM29 2at90• 12NPxx4 1/2"Threaded Nipple DGC Charcoal gray DM39 3at90° 34NPxx4 3/4"Threaded Nipple DTG Tennisgreen OM49 4at90' 1NPxx4 1"Threaded Nipple DBR Brightred AerisOrill Mounting3 HHxx4.6 Extra Handhole DSB Steel blue DM19AS 1 at90° GALV Galvanized finish DM28AS 2at180• DM29AS 2at90' DM39AS 3at90• DM49AS 4at90° IMPORTANT INSTALLATION NOTES: • Do not erect poles without having fixtures installed. • Factory -supplied templates must be used when setting anchor bolts. Lithonia will not accept claim for incorrect anchorage placement due to failure to use factory template. • If poles are stored outside, all protective wrapping must be removed immediately to prevent finish damage. • Lithonia is not responsible for the foundation design. • Installation requires grout to be packed under base to ensure full contact with foundation. Outdoor Sheet#: Pole-SSS PL - 320 SSS Square Straight Steel Poles TECHNICAL INFORMATION EPA (ft=) with 1.3 gust Catalog Number Nominal shaft len th (feet) Pole Shaft Size(inxinxft) Wall Thickness (inches) Gauge 80 mph Max. weight 90 mph Max. weight 100 mph Max. weight Bolt Circle (inches) Bolt Size (in. x in. x in.) Approximate ship weight (pounds) SSS 10 4C 10 4.0 x 10.0 0.125 11 30.61 765 23.8 595 18.9 473 8--9 3/4 x 18 x 3 75 SSS 12 4C 12 4.0 x 12.0 0.125 11 24.41 610 18.8 470 114.8 370 8--9 3/4 x 18 x 3 90 SSS 14 4C 14 4.0 x 14.0 0.125 11 19.91 498 115.1 378 11.7 293 8--9 3/4 x 18 x 3 100 SSS 16 4C 16 4.0 x 16.0 0.125 11 15.91 398 111.8 295 8.9 223 8--9 3/4 x 18 x 3 115 SSS 18 41C 18 4.0 x 18.0 0.125 11 12.6 315 1 9.2 230 6.7 168 8--9 3/4 x 18 x 3 125 SSS 20 4C 20 4.0 x 20.0 0.125 11 9.6 240 1 6.7 167 4.5 150 8--9 3/4 x 18 x 3 140 SSS 20 4G 20 4.0 x 20.0 0.188 7 16.5 415 112.25 310 9.3 240 8--9 3/4 x 30 x 3 198 SSS 20 5C 20 5.0 x 20.0 0.125 11 17.7 443 12.7 343 9.4 235 10--12 1 x 36 x 4 185 SSS 20 5G 20 5.0 x 20.0 0.168 7 28.1 703 21.4 535 16.2 405 10--12 1 x 36 x 4 265 SSS 25 4C 25 4.0 x 25.0 0.125 11 4.8 150 2.6 100 1.0 50 8--9 3/4 x 18 x 3 170 SSS 25 4G 25 4.0 x 25.0 0.188 7 10.81 270 7.7 188 5.4 135 8--9 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0,125 11 9.8 1 245 1 6.3 157 3.7 150 10--12 1 x 36 x 4 225 SSS 25 513 25 5.0 x 25.0 0.188 7 18.01 350 112.6 350 9.0 250 10--12 1 x 36 x 4 320 SSS 30 4131 30 4.0 x 30.0 0.188 7 6.4 160 1 4.0 100 2.3 58 8--9 3/4 x 30 x 3 295 SSS 30 5C 30 5.0 x 30.0 0.125 11 4.7 150 2.0 50 -- -- 10--12 1 x 36 x 4 265 SSS 30 5G 30 5.0 x 30.0 0.188 7 10.7 267 6.7 167 3.9 100 10--12 1 x 36 x 4 380 SSS 30 6G 30 6.0 x 30.0 0.188 7 15.7 392 10.2 257 6.4 160 11--13 1 x 36 x 4 520 SSS 35 5G 35 5.0 x 35.0 0.188 7 5.9 150 2.5 100 -- -- 10--12 1 x 36 x 4 440 SSS 35 6131 35 6.0 x 35.0 0.188 7 9.5 237 5.0 150 1.8 50 11--13 1 x 36 x 4 540 SSS 39 6G 39 6.0 x 39.0 0.188 7 5.1 128 1.3 33 11--13 1 x 36 x 4 605 BASE DETAIL i� 18" OA' L/THON/A L/GHT/NG An IcMcuitvBrands Company Sheet #: Pole-SSS 01994 Lithonia Lighting, Rev. 6/02 Pale-SSS.P65 Shaft Bolt Bolt Base Anchor Warehouse Template Base Circle Projection Square Bolt Anchor Bolt Number Size A B C Description Description 4"C 8-1/2' 2-3/4"-4" 8" ABSSS-4C AB18-0 PJ50004 4'G 8-1/2' 2-3/4"-4" 8" ABSSS-4G AB30-0 PJ50004 5" 10'-12" 3-3/8"-4" 11" ABSSS-5 AB36-0 PJ50010 6" 11"-13" 3-3/8"-4" 12-1/2" ABSSS-6 AB36-0 PJ50011 IMPORTANT: • These specifications are intended for general purposes only. Lithonia reserves the right to change material or design, without prior notice, in a continuing effort to upgrade its products. Lithonia Lighting Acuity Lighting Group, Inc. Outdoor Lighting One Lithonia Way, Conyers, GA 30012 Phone:770-922-9000 Fax:770-918-1209 In Canada: 1100 50th Ave., Lachine, Quebec H8T 2V3 www.lithonia.com LEM - - - -336- - - - EXISTING CONTOUR -n ---336----- PROPOSED CONTOUR APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE aft IL a IL FOOD O IRON PIN FOUND ■ CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE C GAS LINE ST STORM DRAINAGE LINE Q SEWER MANHOLE ® STORM MANHOLE HYDRANT SHUT-OFF •n, POWER POLE # CATCH BASIN a-o LIGHT POLE T SIGN DECIDUOUS TREE Trietaimili OIL CONIFEROUS TREE EDGE OF BRUSH/WOODS FENCE — -� DRAINAGE SWALE 1, Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned os indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain os-built plans (with ties) for off underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repoir/restore oil disturbed areas (on or off the site) as a direct or indirect result of the construction, 5- All grassed areas shall be maintained until full vegetation is established. 6. Maintain oil trees outside of construction limits. 7. The Contractor shall be responsible for oil work necessary for complete and operable facilities and utilities. 8. If the building is to be sprinklered, backflow prevention sholl be provided in accordance with AWWA M14. The Site Contractor sholl construct the water line to two feet above the finished floor, See mechanical plans for riser detail. 9. The Contractor sholl submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted.. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewotering necessary for the completion of the silework shall be considered as port of the contract and shall be the Contractor's responsibility. 13. The Contractor shall coordinate all work within the City Road R.O.W.. with the Public Works Deportment. 1fi 4. fie Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at on approved off -site location. All pavement cuts shall be mode with a pavement saw. 16. If there ore any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 17. Property line and site information is based upon a plan entitled "New England Federal Credit Union - Proposed Site Pion", doted Aug. 2001. last revised June 3rd, 2003. prepared by Civil Engineering Associates, Inc. and approved by the Director of Planning and Zoning of City of South Burlington on May 14th, 2003, This plan is not a boundary survey and is not intended to be used as one. 1B. Vertical datum based on a scaled elevation from a UGSG Quad Topo mop. Horizontal datum based on a magnetic reading token at the time of survey. IBA =iia mad • I� TA!w , lD i Ex. CS EX NEFCU GROUND SIGN FLOOD LIGHTS � 3M e � in /Y'AIFeM n/t ATM MAMA Ra //-!•ie OW \— LAUREL HILL DRIVE m sae` i EX MAILBaIt I Y Ez. ce 'f R61.182.IS —6— — — — — —S— — — — — —S— — — T — —5— — — `<—f — — — — —i—S —INv -nes EX ROADWAY EX 1BQ7 / _ I I SM (T1P.) RINV. 180.7 / OR, -1 —So -- — ---- .— G Ex. CONCRETE SIDEWALK 30' 6' DEpO. TQS 6" DECID. w?a3i TRACK �Gt� '41.Y y / r EwsTING 76 w MH / -- ---- i WALL PACK LIGHT HEIGHT . 12' (6 TYP) EXISTING RACK EX CONCRETE SIDEWALK �a74 BE PARKING -.0, i _TV r" EXISTING 175 W 161 \ POLE MOUNTED LIGHT HEIGHT . 16' (3 TYR) \ Q us 1 ' ExISTNG DUMPSTERS ./ J 1 6' CHAIN LINK FENCE & ( Iary or liiiiaiumiii PERMA-SCREENING ~•�' Zoning District - Commerc of 1 - Residential 15 Lot Size (SF) Re4 iu red 20,000 Maximum Lot Coverage (%) 70 poximum Building Coverage (X) 40 k'rant Yard Coverage (%) Laurel Hill Dr. 30 Shelburne Rd. 30 Front Yard Setback (LF) Laurel Hill Dr. 30 Shelburne Rd. 50 Side Yard Setback (LF) 10 Rear Yard Setback (LF) 65 (Abuts Res.) Existing t 30, O56 t61 2 t17 7 t 45 5 t 24 1 t25 t 35 t15 t148 GRAPHIC SCAM � w (lllf�) S hob - p A RECEIVED AUG 19 2011 City of So. Burlington —T s Hnrca nn �Au•X. Hu oa LOCATION MAP 2a� freeman I french I freeman I81 Maple Sheet. P. O, Got 306 I Burlington. Vam�ont OS,02 rryl leo2XBwc&1 ru<npaeeo-lsls L E NEERNG A-Cu IES, INNwuw•I wm �,;; NEFCU ELBURNE ROAD I SOUTH BURLINGTON VT EXISTING CONDITIONS SITE PLAN. C1.0 1t u II I II H 1 II i II q II 1 II II p 1 H 11 I� U t U \ 1 EXTEND EXISTING CURB & SIDEWALK/RAMP i a as I \ � I I Ex. SMN LAUREL HILL DRIVE ---------- J En. CB I ov.. 1]50 I o / NEW CS APPRO%. RM. tg0,7 INV. 17Z4 HIVw 177.7 FLO VERI( — _ -- \ 111 - - sn -- -- — _ _- - - -- - - - EX. CONCRETE SIDEWALK \ Q a _ SOO'i '' INSTALL NEW REMOVE EXISTING / , ' SIDEWALK AND H WALKS & HANDICAP RAMP :;- �• O n I PLANTER 13 e' SIRQI I H I ,\ PLANTER \ > + 1 ! PROPDSED MATCH LINE LIJ f 1 1 " = RE TEO \ I11 �� PING it 1 ! tl II I - 50' TRACK ' 1n r I 1 ItLLJ \\ 111 p \ It EC II I 3 \\ CIF- -- — — _ow —--H \ It N II — \ \ \ it II \\ II II 1 II It \ \ 11 II II \ II 11 \II II I � II NOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations ore approximate only. The Contractor sholl field verify oil utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (88B-344-7233) prior to any construction. 2. All e.isting utilities not Incorporated into the final design shall be removed or abandoned as indicated on the plans a directed by the Engineer. 3. The Contractor sholl maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor sholl repoir/restore off disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. Ail grossed areas shot] be maintained until full vegelolion is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for oil work necessory for complete and operable facilities and utilities. B. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work sholl not begin on any Hem until shop drawing approval is granted. 9. In addition to the requirements set in these pions and specifications, the Contractor shall complete the work In occordonce with all permit conditions and any local Public Works Standards. 10. The tolerance for finish grades for all pavement. walkways and town areas shall be 0.1 feet. 11. Any dewoterhlg necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractors responsibility 12. The Contractor shall coordinate ill work Within City Rood F.O.W. with City authorities. 13. If there are any conflicts m inconsistencies with the plans a specifications. the Contractor shall contact the Engineer for verification before work continues on the Item In question. 14. Compoction testing and any permit or roadway fees shall be paid by Owner. CONNECT NEW STORM LINE AND UNDERDRAIN TO EXISTING LINE SAW CUT/MATCH LINE "DO NOT ENTER' SIGN (TYP FOR 2) I WIDEN EXISTING \ CURB OPENING 1 & INSTALL DEPRE EX. CB FOR FUNRC HC RA,�(( —I—s yWv. -ties MAtTCH�LIIJ E I -a�! 1r�r. XISTING BUILDING Z / POLLE LIiGNi15T. pu' O EXISANG PAVED PARMND p 7 - --J VENT rYy 19 DANBGG PLANTS L r4 0 D - CLEANOUT (TYP.) Ow RECONSTRUCT RECONSTRUCT EXISTING PROPOSED DVMPSTERS DDH - CSH TRUST W/ 6• CHAIN LINK FENCE EXISTING SIDEWALK (345) PARKING L07 SAW CUT/MATCH LINE G. and d HANDY, TRUSTEES & PERMA-SCREENING GRAPHIC SCALE 1 nl TT3,T' 1 I Inch - 20 It. SITE COVERAGE INFORMATION ZONING DISTRICT: COMMERCIAL 1 EXISTING PROPOSED MAXIMUM ALLOWABLE COVERAGE LOT SIZE 0.69 AC, 0.69 AC. TOTAL BUILDING COVERAGE (INCLUDES BUILDING & PORCH) 17.5% 17.77 30% TOTAL LOT COVERAGE (INCLUDES BUILDING. PARING LOT, 61.9% 61.2% 70% CURB & SIDEWALKS) FRONT YARD COVERAGE (INCLUDES PORTION OF EXISTING BUILDING) LAUREL HILL DRIVE 46.79. 45.57 30% SHELBURNE ROAD 26-7% 24.1% 30% AFPVvRd by 1bs Dya�ybr oFPlvn' and zonipg Of the C* of SxM awfingan. Vambnt on HN-N.hW��aly' of Z0 1,bfect 91 alf mquimmeigs end Conditions set forth in the D6wcbrs rngs of Fact C o-h,srons end Dicisron SWW on dit o/ -_o of PhmhV d zoning /? ;-;v ��TV TwR \ P NEW 175 W MH / POLE MOUNTED LIGHT f ( 1 H-16* (TYP. FOR 3) I \ I a L. ondd D. CALARCO Ity I I , 1 CITY OF SOUTH BURLINGTON SCHOOL. DISTRICT 1 LEGEND - - - -1112- - - - EXISTING CONTOUR — - - PROPERTY LINE — -- UE -- -- UNDERGROUND ELECTRIC — -- OW -- --- OVERHEAD ELECTRIC - — -W--- -- WATER LINE -- — T -- — TELEPHONE LINE -- — C -- -- GAS LINE -- ---- s -- SEWER LINE -- —SD- -- STORM WATER 0 IRON PIN 0 SEWER MANHOLE El ELECTIC METERS Q GROUND LIGHT HYDRANT ® SHUT-OFF w POWER POLE ® CATCH BASIN f ROAD SIGN ® MAIL DROP BOX o-0 LIGHT POLE O ® DECIDUOUS TREE CONIFEROUS TREE -"-»--w--�-- HEDGE —o o-- FENCE _ PLANTER STONE WALL SETBACK INFORMATION SETBACKS PRE-EXISTING CONDITION MINIMUM SE78ACK ALLOWABLE FRONT YARD. SHELBURNE ROAD 35' 50' LAUREL HILL DRIVE 25' 30' SIDE YARD 15' 15. REAR YARD 148' 30' TOTAL PARKING SPACES = 35 SPACES N C (O I_ C3 CG G Q Ep 00 C0 O (D N U Co N 10) E7 N 0) LT 0) i U O 0 Q U O P f HIGH STRENGTH NON -SHRINK GROUT LEBARON LF248 24" . 24" C.I. CRATE w/3 FLANGED FRAME (OR APPROVED EOUAL) CONCRETE CURB — SET FRAME ON FULL MORTAR BED BITUMINOUS CONC. I I.I PAVEMENT (1/4"/Ft, SLOPE MIN.) 12" MAX. PRECAST CONLYTTT' w/1AONOLI1141C BASF WATERTIGHT JOINT USING MIN, WIDTH ELEXIBLE GASKI (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK (TROUT) ADJUST TO GRADE WITH BRICK (2 -6 COURSES) AH m -SEAL w/HYDRAULIC CEMENT MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES 16" SUMP 6' MIN. CRUSHED GRAVEL °°k' *PRECAST MANHOLE STRUCTURES SMALL CONFORM TO ASTM SPEC, C478 (LATEST EDITION), TYPICAL CATCH BASIN ® CURB N.T.S. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT EX. BIT, PAVEMENT PRIOR TO PAVING (BOTH SIDES) �MJJN " MATCH EX. PAVEMENT (MIN. 1 1/2" TYPE III 2" TYPE II) �/ NEW.. BIT. CONC.. PAVEMENT O QQ��QQ� gOA O O MATCH EX. SUBBASEf'n O O 00 O O 00 Oa �0 0 O v ©° 0p 00 (18" MIN. CRUSHED 0 O O0 O OO 000 O n0_b —no- 00 GRAVEL) 00_�Y00— SEE TYPICAL TRENCH DETAII PAVEMENT �utiEpp J•'JJppp CRUSHED .1'RA411^(FINE) O J�1 vp Oa•+Q "vot1� pJ Vn Up JUo'TJJ J _n a0°�a °a aJOp JOJ I RUSHED CRA74L (COARff STABILIZATION FABRIC - 3/4- WASHED STONE MIRAFI 50OX OR 12^ APPROVED EOUAL MIN 4" PERFORATED PVC PIPE (PVC) f SEE PLANS FOR FILTER FABRIC MIRAFI INVERT ELEVATION - - 140NS OR APPROVED 12 MIN EOUAL rCiR UNDERDRAINSLOPE All PIPE 10 DRAIN 0 17 MIN TYPICAL UNDERDRAIN SECTION N.T.S. NOTES: 1. THE CONTRACIOR SHALL MAINTAIN AT LEAST ONE- WAY TRAFFIC AT ALL TIMES DURING WORK WTHIN THE R.O.W. 2, MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED IN ACCORDANCE WITH THE MANUAL OF RM UNIFOTRAFTIC CONTROL DENCES, THE CONTRACTOR SHALL NOT WORK WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE. 3. ALL BACKMLL SHALL BE MADE IN SIX (B•) LIFTS AND COMPACTED 10 NOT LESS THAN 951E MAXIMUM DRY DENSITY ACCORDING TO ASTM 0699. 4. REPLACE EXISTING ROAD SIR04NG AS NECESSARY, REPLACEMENT OF EXIST. PAVEMENT NIS TOPSOIL, RAKE. 2NPAV__E_D{I PAVED SEED & MULCH .F'it -oa;v-o °Oo °°°V °pUo°p NOTES: Oo °oo°oo'o�°o oo'�oo°°o°oo°uoo°a°oc ova °o 1. Com"oction of baCMfiil and bedding shall be o zo°°oo°oo° o°°oo°°o°Oop Oo°°oo minimum of 90% (95% under roadway surfaces) of moximum dry density determined in the a siondord proctor test (ASTM D69B). = 00 APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shell not be placed on frozen _ IN 6" LIFTS subgrode. o 7. APProved bock fill shall not contain any stones D 2 APPROVED GRANULAR FILL COMPACTED more than 12" in largest dimension (6"in THOROUGHLY roodwoys• 2 maximum diameter within 2' of ¢ IN 6" LIFTS the outside of the pipe), or contain any frozen, wet, or org0 IC material. - HOPE STORM DRAIN PIPE 4. Trenches shall be completely dewatered prla to 12- placing of pipe bedding moterid and kept dewotered during installation of pipe and backfill. - ..-THOROUGHLY COMPACTED o ° 5, in trenches with unstable moteriols, trench bottom shall first be stabilized by placement of BEDDING MATERIAL pop°J°° filter fabric then crushed stone (3/4" moximum). ° 6 ° � X 6, The sides of trenches 4' or more in depth entered �- -- UNDISTURBED SOIL OR ROCK by personnelbe sheetedthe ero�repose as Shall r 51 O.S.H.A. standards anglds 7 Bedding material shotl consist of crushed stone. TYPICAL STORM TRENCH DETAIL growluit a sendwithmaximum size oopprowl. the Engineer far NTS TOP COURSE BITUMINOUS CONCRETE PAVEMENT ___\\ , /2" BASE COURSE BITUMINOUS CONCRETE PAVEMENT __.. _• "w. 18 pOC CRUSHED GRAVEL (FINE�o poc "o �o•'o •'O"o�O poc 001 00c CRUSHED GRAVEL SUB -BASE (COARSE) CURB 3" BITUMINOUS CONCRETE PAVEMENT: 1" TYPE IV FINISH COURSE 2" TYPE 11 BASE COURSE TOPSOIL �4" OR SIDEWALK SEE PLANS PLANS ---SEE ����i 'p6' (FINE NOTE• CRUSHED GRAVEL ,�o ASSUME THAT THE TOP TO- OF THE EXISTING PARKING LOT CAN BE RE -USED 32"CRUSHED.GRAVEL (COARSE) FOR SUBBASE ON THIS PROJECT. ANY COMPACTION TESTING NECESSARY WILL BE PROVIDED BY THE OWNER. --COMPACTED SUBGRADE-- _ E6� -- -- STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION w CURB NIS SIDEWALK' WIDTH AS SHOWN ON PLANS CONCRETE--- 5" CONCRETE SIDEWALK SIDEWALK 4 o 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 5" o 0 0 0 0 o pro 0 0 0 0 0 0 0 0 0 0 0 GRAVEL SUBBASE 6- 00 O UNDISTURBED SOIL OR APPROVED ,. \ COMPACTED GRANULAR FILL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/0- JOINT BETWEEN SECTIONS, 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING 70 AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB w/SIDEWALK DETAIL N T.S. NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20• AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. THREADED SDR 35 PLUG w/ COUNTER SUNK SCREW CAST IRON VALVE CLEANOUT BOX BOX TOP SECTION INDEPENDENT w/COVER MARKED OF PIPE "SEWER" 'k CLEANOUT 10 BE INSTALLED UPSTREAM OF BEND(S) IN BUILDING SEWER(S) WHEN CHGE 4^ SDR 35 PVC 45• WYE 45'(USE IN ESWEEP FIITTTTINGS EXCEEDS WHEN EXCEEDING 45•) FLOW - _u SDR I nl 4" 35 PVC CONCRETE CRADLE w/ 3 MIL POLYETHYLENE PLACED BETWEEN PIPE & CONCRETE E G R�ASTZBA� TYPICAL CLEANOUT DETAIL N.T.S. ANCHOR BOLTS & - TEMPI.ATE BY LIGHT POLE SUPPLIER BOLT CADWELD GROUND WIRE TO POLE FINISH GRADE 3^� -SPAULDING SE1-175M-FT w/ PHOTOELECTRIC CONTROL AND CUTOFF SHIELD (DIG APPROVED EQUAL) — NON -TAPERED SDUARE ALUMINIUM POLE DARK BRONZE FINISH ----- HAND HOIL w/COVER PAVFMENI SURFACE jz Z _ 2 3/4- CONDUIT FOR -SOH RO PVC FROM o N6 BARE COPPER T POLE TO POLE w/ GROUND WIRE lip J. SEPARATE GROUND (4) 05 VERTICAL ( I. WIRE tom_ 3/4^ x 10 COPPER GALVANIZED STEEL TO WELD GROUND ROD 18" PVC CONDUIT CONNECTOR BOND TO CONDUIT, M3 TIES 0 12" O.C. BASE & POLE POLE LIGHT _DETAIL_ N T.S. Appnnvd by the Dirwoor of Planning and Zoning of &e City of BTlrth Buffington, V4mlort, on the __ day of , 20_ sugiect to a0 requirements and conditions set faith in the Director's Findings of Fact, Conclusions and Decision. Signed on this dry of , 20­ Director of Phfming d Zoning N C C3 GC C Q N N 00 co CD ED Lfi 3 U M N Q) N 0) 0) i 0) 0) 0) U Q U SECTION 02210 - SITE FARlih ORK PART I - GENERAL 1.01 SUMMARY A Seclim includes: I M .1M1y old sitewtrk e..-lion (mien covered in .I- sectbo, of thex wedLicollon,), r_.M Old Moekple of IW-1. Mobfltrotbn In. 11. Old other i-OT-e«11 -d nppurlmant works 2 Site fllinq, 3. RWde-Y/perking lot aNucturd section1.02 REFERENCES A. ANSI/ASW Cl36 - Standard Test Method la Sew Analysis o1 Fife and Coax Aggegales B. ANSI/ASTM MINS - Standard Feel "hod 1« Lab«dory ,Omm,ho, Choi ar l erlslica ul Soll U,ing Standard Effort. 1,03 PROTECTION A. Pfatecl bench males and e.i,hIg Mructulsr B. Protect above and boar gdde ut41011 whkb ore to remain. I.a SUBMITTALS A. testing yobs.lay rroals Ndksting that-filiol I., ba.hn meets requiremenle of Ihi, S-Van. B. tied d.nily tell rep«la or ell. nil in date. C. Fleld density 1-1 heDal. la roadway structural -it-. InNoce D. SIOX10- al I.MI<: $YDmn cables of mMufpchl.ie sib -if bons one mst.l.tion i-t-lion.. PART 2 - PRODUCTS 2.02 CRUSHED GRAVEL - COARSE A M and«ids shall be +n-..m I— mpruved sau This grovel Mall caysi,l al -gida and r-no kpgmmis d hard da,-1 rack of -.a,- aua4y Ihrougnwl, ,-aby fr- bm, min ad anged piece., grc -a a d'Onteled stone, din(, organic a oiler .000mah+e molter. This moterld ..'Ieau meet .h< fallowing grod'ng rinmenla: Percent by weight Sieve Desigdian P..;lg Square MeM Sieve Fire: j 100 1 1/2' 90 - 1. No. 4 30 - 00 No. t00 0 - 12 No. 200 0 - 6 Cccr-: 4• 95 - NOD No. l 25 - 50 No. 100 0 - 12 No 200 O - 6 2.03 CRUSHED GRAVEL - FINE A. Aggregate ior 9wface tour and should" MOIL consist of dean. hard g,_e r.sheds ST.- or ch...d elm.. It Moll De reosanably cfr- Iron all, loam, lay «organic and ter. II Man De obtained keen approved sources. B. GodN , In,. material shall be udlormly graded flour cows. to Line Old Mai meet Ine Totalling grading fpdr-2. Percent OY aidQant Stew D-ignolion P.-1ng S'.ore MeM Stew 1/2' too 90 - 100 No. 4 45 - 65 No. 'DO 0 - 15 No. 200 0 - 12 2.04 COMPACTED Fait./GRANULAR BORROW A. This material +hall be tree of Mde, clay. iflabie moUNIO. debris. and organic mot ter, graded In aan coordcs with ANSI/AS1M C136 wrtliin the tal-Inq limits: P.cel by Weight Sow 0-4-0on P.nMq Square M.M Stew 6- 100 3/4 75 - to()No. 4 No. 100 20 - 100 0 - 20 W 200 0- 12 2.05 GIO1EXMLE SIAB612A1101H FABRIC A. Thin sort, 9hot cmMll of turnlMNg and Placing on opproved sld k;l tbn labrk on glared surface within the hmNs Mown an the plans. The'oleic Mail meet, a ..teed in. ldlowNg prmsrlles: 1. G R IenSK, strength (ASTM D-4632) - 200 lbs. 2. Gab ng Iemse aoatich (ASTM 0-4532) - 15R 3. Pundw..Irmglh (ASTM D-4833) - 120 Os. PAR? 3 - ExENl,ON 3.01 PREPARATION A Idenlily r.,.i,.d IInes, levee, cohlour, and It.(- B. IdenOq known NO.. We tNI" Store old flog bcoliwrs. C. Mai [oil and P,el"<+ e.ultnq Uleltles ,ermining 'Mich pas. =91, •«k area. 0. Upon diec v of Unknown 041ty Or cmceoied conditions. di.cmtinue alleciee work; natIty Engineer. 3,02 EROSION CONTROL A. Eros,an oonld must be ineldled wi« to beginning any -Itor wk dbctollons. 3.03 TOPSOIL EXCAVATION A. Gco-Iw tW+oe from a,em I. be ..< led he-1-thicaped a regraded and sI-pri. in .reps deelgiated an lite 01 as directed by the Lngkiaa. B. Main all the Mo<kpile 0 a m . Mich .W nor ab.th.ct the noturce this, of drainage. onri I. Moinloin wlockple free from debris and I1oM. 2. Keen the lopso, damp la prevent dual and dr pnq out. 11,lt oU8>viL LXCAVATION A. E.cavde suDw4 4om ofea, to or regraded N accordance with Plans. B. f.Cadle wbsoe regV',cd to accommodate b0ding lout". ime. slobs m geode. K. ,lrvclurew, ....Uuclion opnolion ,rinds, old pprkinq .reps. C. Grade lop p„imeler .1 e.codlion to --i .sloes welsh from &OIning tole e.co-tion. D. Notify Engineer of u e=pecled-bswfoce Onion. and dlsonlinne onecledn work in .ea until notified to resume warp. E. Correct o eo - .tasted by ,a . oe directed by the Eriglneel 01 no cost to the Owner. 3.05 (NICHES A. Cut accurately la Ine ao--secfians god... and slwvahons Mown B. Maintain e.m-lion. free Iran d.4imMlal gumtilbs of leaves, sticks. bosh. Old .11, dins until comptilon 01 the work. C. Olspose al e.ca-led materials as Mown an the drawings Or aecled by Ine so- Engineer: e.c.1 all not. .n any case. deposit mal«ias lase Inan ftw- fell Flom 1N edge Of a ditch 3.07 COMPACTION REOUIREMENIS A. M baclifNls Old ties anon be compacted in even Itfi6 (12' m0•imum) to Blain the -teal dMMllew .. Folios.: Standard Praia Laotian ASTM D-698 Subq,ade and Gavel To, Roads oral PorkNq lots 95% Genera E-bonkment, 90% 3.08 MAINTENANCE A M eallhwak should be checled -1.dkol11 to see that ease, ore N good candillm. Any IN. or damage Iran toson old animal burrow:nq sl«Ad be rWaited im-edialay o-id former domoge. IF seeps eevNao m Ine elope+. Ine aeo MNId be evaluated to determine If 'he seep w11 nslode condition. Sub -elate droll. or gro-I mulching may be required la wane seep problems. Dlversl"n, Derma. and wat.woys In ine land groding area Mould be checked to see that they ore fu iiring properly. Problems round during the inspections Mudd be ,epdred Normally. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART I - GENERAL 1.01 SUMMARY A $ect ton in-4ee: 1. Box C-,-, 2, is-" Cowan 3 f'nM C-se B. Gneral: This work Mall consisl of one or more course' or b1lumNoul mlxlure, c strucled an o prepared faundatkm In dance w4b, These Specir-Aiane and the Type of surface being Pl <d. and N conformity with The lines. Bodee thklloH.ell p Old lka tt sections Mown an the DIMI « wMaK:= by Ine EngNeert 1.02 QUALITY ASSURANCE A. Ufa udequah, numbers Of **led IOTkerf who we thoroughly trained Otte e.p.lenced N the necessary Haft% and who .re ampHtely Familiar with the specified requlreniMls and the method. needed for (roper pe,fa nom, of the Mork of this W(Or. B. M materials and instollalbn Mall be in Wcardwm with ine AMnalf Institute Manuel (MS-4) old the VAOT Standard SpeeNkdianw. 1990. C. Mlning Plant: Con/«m to Slate of Velmonl Standards. 0. Obtain material, (Tom same source throughout. 1.03 PROJECT CONDIT DNS A. &lumlrouf canefele Mdl not be Placed beleeen November 1 Old May 1. 4olth Man not be 111 .4 when the Banda wbogwe is wet «when Ine .1, IemPeralwe d Ine povkrq Mee In the shade old away from artificial heal 11 as fallow.. Air Temperature Povemenl Degrees F-melt Compacted Depth 40 Degrees or bale Greater IhM 1 1/4- 50 Degrees or below Leff than 1 1/4• PART 2 - PRODUCTS 2,01 MATERIALS A. Materials Mall be combined and graded to meal the crllerio as denned In the VAOT Slorldord Saeclflco'bnw. OyNlan 700 for 1pe II (base cow-) and 7W. IV (nnNh coot-) bit -in-, concrNe. B. Godolkxl: Mol.lde rim be <omdMO Old 9ro0ed 10 onset complinstlis, Secllm 406.03,ac the base ou,w andsh ocune, C. ss Inkine.1 uhmq for s. Olddrytl m,l,lq tatM , all be as Mown m the Plans, consist'nq of base coo.- and flniM -we D. Fa aawb ml r=,truclion areas due To m Ihching. the dspin of each coo Mon be I-se-d OY 1/2'. Pci-ell ecroslfucl"m -used by bench reop-Irg it.. to krp'W- otocerwell or non -approved Plocemml Men be Deff«min OI no additional cast to the Own.. 2.02 TRAFFIC MARKINGS A. Trafik -trying point to be foolor,ml.ed, meeting the re«rk-nor. or the VAOT Standard 5WHIII bns 5ecllm 7MM. PART 3 - EXECUTION 3ol INSTALLATION A. Inshol In acord... e with VAOT Standard Soectflcotlons. Seclbn 406. 3.02 !EXAMINATION A. Ve ify box colds lon, under the hoHa'an, of Secllan 02210 she Earth-. B. Verily that compacted gronulol base N dry and ready to suDm(t Dole q and Imposed loads. C. Verily gmallml, and devolima of base .11 com-1. 3.03 PREPARATION A. Mulching Surfaces: LVhM a new Davwmenl Is to mole an ..III bituminou, pavemenlfor a roadway ar trench. The Canlmcta, Mal verilcally emoolh cut IneMing Mon be 1,.,-gNy cleaned a .. l-1 cooled with E11Ted ant A're-H. Fr -1. k,l rum, to povinq. 3.04 PREPARATION - LACK COAT A. Wines, IM bottom course of oWYminau% conaele NOVOThet Is NN o-r the winter. or Pa1ng 1, to be -ode over .noting Citominau. con" le powmmt. the ..''Ling -dace M011 be Clsoi and Emulflfled Asphalt olplkd Uerore the -.1 corers, is applkd. B. Also Wply to conloct surfaces at curb.. C Cod -dotes of monde and catch basin beer... will oil to Nee-nI bond with MPD M oo-melt. Da not Ipck eery these surfaces 3.D5 PLACING ASPHALT PAVEMENT A. Pace to c«n ded Ihicim- Id-VANd - the Nana. B. Compact PavemMT br rdlinq. 01 111 dhplae « ..thuds Po-", noon pasilian. Nand compact in oheo..nocce elb1c L. rdlinq edui_cm C Oe .lop rdlinq will c sec.h- passes to acme.. even and .malt. fill- M.-I rdM mcs. 3,06 JOINTS A. Joints between aid and new D__I. or between w ++- days woroll be ade s o+ to N o Iharougn<and ' k M onto s bond hetm.-I Ile oral w Oldn mi.l.rsve Whener the Well" peace.. Iw Int--Meal long enough f or the mb,Ure to .1 On Its Innld-4-114. Ine pays' Mal be removed Irom The mot and o pill croslfucted. B Bull joints sn < he -a by full" In. pavement lei a vertical Plane nl;ighl - 1. the centime Mere line Pwemenl h o Irv, setae. as 4.jH lned by the e1 0 stfdgl-edge. the but pill Mon be thoroughly cooled .will Emuisil'ied Asyt. uType PS-1. pal prior to deposit" Ine ca-, r tine. C long4winol law,ls that now become cad shoo be tea with tmui+vied Asphalt.'IWe R5-1. before the Od(Oceent mot Is of aced Tley how been -.9ted to Ira1Pc. they "I n N tut hrv4i n hymn .erlicnl edge priw to painting with In emW+inn D. Unless ofh.wue directed. 1-91.dind pints Mall be .'reel ot Nast 6' keen any join, In Ine lower coU s of pavement x join`I soon not be constructed n ,,, loan me oota+ram tyre transverse pills constructed LO 3.07 TOLERANCES A. The be tole wet lesled u by the Engineer sing 0 16 foal sl,oight-sage o1 selected I.caions Polallelwith the en1er11ne. Any wrlalbna c-11ding 3/16 of on Inch -I.- any Iwo contacts Moll be welisfact«sy sten ed. A 10 fool thnighl edge may be used - o vertical curve. TM slen.gi,-edges Mdt De C1oNded by Ine Contractor. B Srheduled ('wooded Thickrie+.: Ydhin 1/4 inch. C Voiialion ban lice Ckv.lim: whin 1/2 inch. 3,08 FIEIU GUAlilr CONTROL A. Pe1m4 no -ic-r helfl< w setae.' mlil Ih--q.y cad old laid 309 REPAIR OF SUBSIDENCE A. Sellhvmenl Should any I.--( settle wMlN one year of anNetlm u, the Cm Ual, such paw Mi Mall be preached 11 the Contrator's e.pener. if the Cpnlr dd, Iola to make wen rmokf pamptly upon recelpl o4 notice to do w Iran Ine Own- Imh the Owner may make sue r-0. as necewwy and Ine Conh.6d, Moll Pay the Own« for .0 ,usls knurled to making such repo", 3,10 MARKING PAVEMENT FOR PARKING A Striping - Thoroughly dean the oleos to hseehve 0111pNg Old locale all striping as Indicated an Ine COTAfOCI Plans. All striping MOIL be 4' wide unless otherwise AOIed. B. Miscellaneous -wsHesonbos mu<e on-,1qn Provide symbol, aedClmd Rana. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: I. Concrete Cabs 2. Cmcrele S-d-drys PART 2 - PRODUCTS 2.01 CONCRETE A. The con,ele Man haw a rninlmum ramwea.iw strength of 4,000 PM of 28 days and "I conform to the repHremmts of C-1-in-Place Canaete. 2.02 ADMIXTURES A. At1-MUoeninq odmL,j r Mao meet or e.ceed ASTM C260. All conlenl Moll longe from minlmum Of 5% to 7% ma.ehum. 2,03 EXPANSION JOINT MATERIAL A E.pa "N't pill malarial shall be pesmdded Dlluminou t air canforming to ASTM D994. PART 3 - EXECUTION 3.01 REMOVING. AND RESETTING CURB A. Sdvoge or C,bVig: the Conlroclor MOIL -TOY remove. Mate, ond clean any, -bl g -Ifted far rexlfing. My :n0ing curbing mot is to De rw-1, whkh Is lost. damaged de,Hr L.yed as a re -II of the Contractor's aP.olbi, ar It Mrusvem My lbsa mdl damageMall es mRlocad all In. Coll -to," ..self.. B Plocinq: E.co-INan, selling pints d back(Winq Mall be "n c«donee with spectficolim, (Orthe type of curb Owing _.Ved and Test 302 CONCRETE 4 GRANITE CURBS A. E.cavolim Moo be mode to the regrrked dsplh and the Lose 1.1-t r upon which the curb a to De eet Moll be co -Potted 'o o firm. a -rfo All -it sad un-lbDM material shah be I-..d and rplaced with sdtabte Intel" which Moll be In«aughly compacted. B Inidbfpn: The club Mon be set so That the (rant Loa I- i. in doee conformity to the One and Bode lee ked. AN spot" under I" CUMIN since- sled and thoroughly tamped with material meeting Ine reWiremenls M the Mlit,ia for the bed course. C. Concrete Miring and Placing: CamPaclion of concrete Placed In the tams Mal be by spodMg I, Other aPlu w me had' rams Man be ten in Place for 24 noun tr until the c,le has eel wfficienlly sa that they can be remawd withmt Inpry to Itue cwbinq. Upon removal of the lams, Ine curb Moll De Mk me blay rirbDed down sa a wnoolh and Uniform sul(a, Out no pbst.Nq .0 De permitted. Far this work, co-selenl and 041f.1 /NNh.s Mal be cenbl.yed. D. Sections: C.,bNg Mat be em,l,ucted in -it- booing unform length Of ten feet. use» atbers,u waded, Sections ,hall be separated by Open jo'nls 1/6 Ince -We -I " --ion j-1. E. EsponMon Joints: E.pansian 'pints Mal be Itrmed at the Interests whown an the Nan using a e-formed .noon+"m )dr11 NMI, ndin-s OeNq o thiOfI/e ' oh cut to Conform to the von-xctlon of the curb. They Moo be cernit-lea at 20 IWI in1ervOls as de"clod " the Englneer. When IM curb is cmalrucled ad)O-I to or an nchwe Pove-ell. , Mon pints anal be -led abooloe - of e.ponipn pksll in fne __`1. f. BM nMirg: Alit,, the contra, hat eel w(fic4rlll the same.. in "-I once bock or Ine <ur0 M.. be aNd la ine earyed le"-Oan mi...Me o, no, mar. men .I. inch. .I the some moterid m the N d,Hnq and thoroughly tOmPed. 0. The Canho<lor Mdl protect the club and keen N In plgnrr�sna t .n14 Ins cnpleftm of The callrocl. Each curb Mkh is dompged of any time pfeHous to final acceptance of Ine work .non De removed and replaced with atisfat«y club I1 the Cmlmd.i, e.penwe. 3.03 CONCRETE SIDEWALKS A. E.cavotion and Rormt`.":x E`L1"Uan wholl be mode 1. the I-ir,d death and to a widln that wN1 permit Placing .1 bed <-, ma.Nd an4 the inelohalion and lac" of the tams. Bed ewes, moleriol study be doted to the depth old sec'lan shelM « l m Ine Plans. whthe layreauked !.fled, inches, two cyan or gpro.knoleyy ,qud depth Mall Oe placed and each toyer IlarmgMy co -paled - that it 1,,lord oval mylelding. The wetting of bed -1. harlice may be, rebuked In ootoki the compaction. B FrYY hI, : The Forbes MeM a rNNned wMb O woederi nos NO PbM.ing .41 be peannled. The edges short be rounded will on edger Having o rodlus or 1/4 'I& The u to,w of the sidewalk. one, The floating and .needing ph aces. i+ ednPleled, Mon be It all c bi.am o1 atype approved Dy Ine Engine,,with, drawn in the e Poland to Ine 4--we We. Spacial t-I.,,N on idswaW ramps Mae be insta d in acc«dance •nh conill-Itm don MON" G Joint+: Ll,e o, six indicated an Ins pions or directed by Is, Engrle a o,ob, bulls Mall be placed every 20 ,..I EWonsion pits Oue be famed around all amird-d.ces anhdes, utility pales old other abehuctic I lendN trot. and through the Odewah. Pre -famed 'Pin. hve 1/4 itch'bkk Mall be hirtgled lei these saints. E.Paneian pin' INN. al the Ili[', indkaled Mal be installed between concrete sidewolkw Old any fi.ed structure such as o Du4dNq 0, bridge, This ih mnsbn Joint motO1*1 Mall _i.mi he the tip dePlh of the walk. EN,= the ...-Ion plots. in. Idewdk Mall W dlvidld of inlervd, of 5 /ell by dummy pint, famed by a j.kitinq lad o. oihei xceplm.. moms m d-ded to troHde grooves Optro.knalay 1/5 itch wide and at least 1/3 01 the dM+n. When the sidewalk is constructed ne.i to a [mere!, eapOn- SIm. pit lderiol stroll be Placed bet- .'dived. and curb To the depth of Ine sidewalk. D. CwN9: Our" the -Ng -Id d all trafnc, in ardesbim mtl vshiculor. sill be e.duded. Vehic Ula' teak Study be -dulled r« aim oddilimd Ikhe as the Engineer may dkecl. E %cklI,;-g Before the eon L- has been opined to Uamc, the ,pace oneach Mle Of the .1dewdk Md1 be boo,fli to the Isgirked 0e-1101 with wll.ble mafer101. Firmly `=Paled and lenity granted, SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A Section Ndad.s: 1. Drainage Pipe and WpurlM-ces. 2. Drainage structures. 0. NO we Sections: 1, Sedan 02225 - Utlity Trenching and B I,Sninq 1.02 SUBMITTALS A. Monafi clung. Itchnka dal. Far: 1. Pipe and apaudenances. 2. Structures, PART 2 - PRODUCTS 2.01 GENERAL REOUIREMENTS A. furnish all. tees reducing Ion, ,yes, -Wbgs. increasers, crass-. transition. and end C.P. of the some Ipe and close of t-Uhl.i as IF. -4.1l, N Of material hawing eau01 . wPh,I. pnyMCas and chemlc.l PrapeellH 09 acceptable to the EngN.er. 2.02 DRAINAGE PIPE AND PERFORATED PPE A. It Ile Contract Pins do rot wpecNy a pa1iM« toe of AM at the ContractOr's Wlbn. the fdimkng malerials may be uesd: 1. PP y1 CNoride pipe conforming to ASTM Spedficafbn D3034 « F679. (PVC) fewer Pipe and Filings SOP 35. 2. Cutrugded Polyethylene ape and (Kling. (smooth Interior) meeting the regWremml, of AASNTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478. stied a, indicated. 2.04 METAL ACCESSORIES A. Manhole Homes and oven: I. Gey cost kan, ASW A4B, -Mown an flans. PART 3 - EXECUTION 3.01 INSPECTION A C.amine the areas old conditions Under which lam sews system work 1, to be Mitchel and notify the Engineer in writing of condition. detrimental to the paper and Iknely coab/od«y will ens b Do not Proceed -,.led Ale eroM mill 3.02 GENERA A. when .iaUrg underground utilities. w th ore not scheduled for removes or abanommeet. or. .Intel In the w0on, they ,hall be odequofdr wPpwted and Pi elected I damage. Any damage to WIN anon be repaired Wom,tly at n0 addilbnol cost to the Owner. 3.03 PREPARATION A. Hold lkn a -all, (where nee ..try) to relied ae-ivms. C«recl owe-e.cawliona wnl fill material. a. The Mapes Hill be graded to mafM The Bade as flown an Ine flans. where r<Wired, end seclkns at be Placed and Dockited to arevMt Yuk"MM11g. C. Remove 4.9. alone, a . Other hard malt. which could damage draYwge Mrvclwee Or k-ride caMislenl Do Mbq or _,t ion. 5.04 INSTALLATION Of PIPE A. Pie Mdl be "ched In ac«dona with Section 02225 - Usity Trenching and Bayf4ling 3,05 INSTALLATION OF DRAINAGE STRUCTURES A. Premsl corresete .hods.,: 1. place uscalie structures Old tm Mown m Ine Clfaclli lane. aus 2 where manboie, occur in Pavement. -1 taps d Irames ono v.s fluM with f.I. our `ace. er p 3. Pdvlde uDOill ga4el «np,*g with ASTM C443. 306 INSTALLATION OF STONE FILL A. Place stone an as flown an Cantrl Plena. A,Cpm 49d by the DMaelor of P/anning and Zoning of MM C* of SOEdh a/rtlrigio 1. Vermont, on the __ dW of _J 20_ subpcf to all requitemeMs and conditions set forth in the DfrecfoYs Rndings of Fact, Conclusions and Decision. Soled on this _ dayof _ 20. Director of Planning & Zorft - - - - - - - EXISTING CONTOUR 338 PROPOSED CONTOUR - - - - APPROXIMATE PROPERTY LINE .n .. - - - - APPROXIMATE SETBACK LINE O IRON PIN FOUND 0 CONCRETE MONUMENT FOUND - -SS GRAVITY SEWER LINE - -FM FORCE MAIN - - W WATER UNE - -OE OVERHEAD ELECTRIC - -UE UNDERGROUND ELECTRIC - - T TELEPHONE UNE - -0 GAS LINE - -ST STORM DRAINAGE UNE ® SEWER MANHOLE ® STORM MANHOLE xj HYDRANT 0 SHUT-OFF M. POWER POLE IN CATCH BASIN 0o LIGHT POLE SIGN •n� �'_u,�m. DECIDUOUS TREE CONIFEROUS TREE rwwvwm EDGE OF BRUSH/WOODS -•-•- CHAIN LINK FENCE -•-•- STOCKADE FENCE f- DRAINAGE SWALE GENERAL NOTES I. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Sofa (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as —built plans (with ties) for all underground utilities. Those pions shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repolr/restore all disturbed areas (on or off the site) as a direct or Indirect result of the construction. 5. All grossed areas shall be maintained until full vegetation Is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. S. If the building is to be sprinklered, backtlow prevention shall be provided In accordance with AWWA M14' The Site Contractor shall construct the water line to two feet above the finished floor, See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for oil items and materials Incorporated Into the site work. Work shall not begin on any Item until shop drawing approval is granted. 10' In addition to the requirements set in these plans and specifications, the Contractor shall complete the work In accordance with all permit conditions and any local Public Works 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 sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 13, The Contractor shall coordinate all work within the City Road R.O.W. with the Public Works Department. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at on approved off —site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or speciflcations, the Contractor shall contact the Engineer for verification before work continues on the Item In question. 17. Property line and site Information Is based upon a plan entitled 'New England Federal Credit Union — Proposed Site Plan', dated Aug. 2001, lost revised June 3rd, 2003, prepared by Civil Engineering Associates, Inc. and approved by the Director of Planning and Zoning of City of South Burlington on May 14th, 2003, This plan is not a boundary survey and Is not Intended to be used as one. 18. Vertical datum booed on a scaled elevation from a UGSG Quad Topo map. Horizontal datum booed on a magnetic reading taken at the time of survey. SMI \ \ o. LAUREL HILL DRIVE -=s� - - - _SS- - - -.. - _SS- - -SS- El - - i ��... .tee -ow So- - -L-SD- _-50----- - - - --So- - _ So- -(Z .ee„v y 1' a mews a.0 i arw6i - C Q O faf LLJ Z m J LLJ O W — ow — -- vi 1 P ,1 i >�,•.�� F —•—•—• i /EXISTING III M Y BUIL61NG I t5,20SF 0 i so j —41 .Ji" E -- - UE..__ SETBACK _ - -- ow ZONING REQUIREMENTS Zoning District - Commercial 1 - Residential 15 Lot Size (SF) 20,000 *30,056 ±30,056 Maximum Lot Coverage 70 ±61.2 ±61.9 Maximum Building Coverage (X) 40 f17.7 ±15.2 Front Yard Coverage (%) Laurel Hill Dr. 30 ±45.5 t31.6' Shelburne Rd. 30 ±24.1 ±20.0 Front Yard Setback (LF) Laurel Hill Dr. 30 ±25 ±30 Shelburne Rd. 50 ±34 d:34• Side Yard Setback (LF) 10 ±15 310 Rear Yard Setback (LF) 65 (Abuts Res.) ±148 ±159 • - Proposed Improvements do not meet Laurel Hill Dr. Front Yard Coverage and Shelburne Rd. Front Yard Setback requirements, however they do represent Improvements, or at worst no change, over the existing conditions. J�tTe� - lei f,,Vv1Awd PARKING CALCULATIONS Use — Dive Through Bank Required Spaces — 5.8 spoces per 1,000 GFA 3,900 of of GFA 5.8 O 3,9DO/1,000 - 22.6 - 23 spaces Proposed Spaces — 21 standard spaces proposed 1 handicap space proposed 22 total spaces proposed Request 1 space (4.3%) waiver GRAPHIC SCALE ( D1 FEET 1 Sa h - 20 IL ,�ort1e. M P �*•J T�"?v," 11 DESIGN FLOW CALCULATIONS Use — Banking Facility Water Design Flows — 15 gpd/wprker O 10 workers - 150 gpd Low flow fixture credit (IOX) m —15 gpd Total Water Design Flow - 135 gpd Wastewater Design Flows — 15 gpd/worker O 10 workers — 150 gpd Municipal connection credit (20%) - —30 gpd Total Wastewater Design Flow — 120 gpd RECEIVE JAN 2 `4 2012 City of So. Burlington SITE ENGINEER: C aVil ENGINEEtING ASSOCIATES INC, 10 NINS WISIWIIAE, 3"11101U18011, Yf 06/11 11102aer2%13 Aae rmawurt we: wwraw.xoD,. co -or 0- as uses nuar>o a1�1N MJWIJSQ case® SAV SO J � OWNER: NEW ENGLAND FEDERAL CREDIT UNION 141 HARVEST LN. WiLLISTON VERMONT 05495 PROJECT: PROPOSED SITE IMPROVEMENTS 1000 SHELBURNE RD. SOUTH BURLINGTON VERMONT 05403 LOCATION MAP r• = zoao 11YaI0N EXISTING CONDITIONS SITE PLAN wn DRAM. mnesl JULY 14,2011 SCAIA C1.0 1"=20' IM'. NO. 11196 F04'.1pog -4 ME" southbull i s go PLANNING & ZONING Permit Number SD- - APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) New England Federal Credit Union, 141 Harvest Lane, Williston, VT 05495; Phone: 802 879-8790; Fax: N/A 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Vol. 445, Pg . 240 3) APPLICANT (Naive, mailing address, phone and fax #) New England Federal Credit Union, 141 Harvest Lane, Williston, VT 05495 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple 5) CONTACT PERSON (Name, inailing address, phone and fax #) Thomas Richards - NEFCU P.O. Box 527, Williston, VT 05495 Ph. (802)8 Fax - 5a) CONTACT EMAIL ADDRESS Richards@nefcu.com 6) PROJECT STREET ADDRESS: 1000 Shelburne Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 4 4 - 0 9 9 - 0 0 0 8) PROJECT DESCRIPTION a). General project description (explain what you want approval for): Demolish the existing structure on the site consisting of a 2 story portion w a 2,400 s.f. footprint and a connected 1 story portion w/ a 2,800 s.f. footprint. Construct a new 1 story 4,000 s.f. structure w/ a 500 s.f. drive through banking canopy. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r b) Existing Uses on Property (including description and size of each separate use) Banking use occupies the existing ground floor 5,200 s.f., and the 2,400 s.f. second floor has a general office occupancy. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) Existing banking use is to remain w/ 4,000 s.f. of space, and a new drive -through banking canopy will be added at approx. 500 s.f. d) Total building square footage on property (proposed buildings and existing buildings to remain) Approx. 4,000 s.f. new bldg. w/ new 500 s.f. drive -through canopy e) Proposed height of building (if applicable) 20 ft . +/- to midpoint of roof slope f) Number of residential units (if applicable, new units and existing units to remain) N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) This lot is at the corner of Laurel Hill Drive and Shelburne Road, is adjacent to a residential zone, and is in the Shelburne Road Traffic Overlay District Zone 1. 9) LOT COVERAGE a) Building: Existing 17. 7 % b) Overall (building, parking, outside storage, etc) Existing 61.2 % Proposed 15.2 % Proposed 6 0 . 1 c) Front yard (along each street) Existing 45.5 % Laurelproposed 28.5 % Laurel 24.1% Shelburne Rd. 6% Shelburne Rd. 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) None 2 Sketch Plan Application Form. Rev. 12-2010 12) 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). 13) ESTIMATED PROJECT COMPLETION DATE Complete construction in 2012 14) PLANS AND FEE Plat plans shall be submitted whicA' ows �te information required by the City's Land Development Regulations. Five (5) regular siXe copies alhd one reduced copy (I I" x 17") of the plans must be submitted. The application fel/shall be p#id to the City at the time of subnutting the application. See the City fee schedule for details. f / I hereby certify that all the ' formati nested as part of this application has been submitted and is accurate to the best of my k owled \ SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 9 /1 // I have reviewed this sketch plan application and find it to be: n TnemmrilPtP The applicant or permittee retains the obligation to identify, apply for, and obtain relevant .state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist, Sketch Plan Application Form. Rev. 12-2010 r. �,VERMONT State of Vermont Department of Environmental Consei-vation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): New England Federal Credit Union Permit Number: WW-4-3840 c/o James L. St. Peter PIN: EJ12-0117 PO Box 527 Williston VT 05495 This permit affects property identified as Town Tax Parcel ID # South Burlington: 44-099-Ooo referenced in a deed recorded in Book 446 Page 240 of the Land Records in South Burlington, Vermont. This project, to reconstruct a commercial building (now with a maximum of ten employees) on a o.69 +/- acre lot, and connect into existing municipal water supply and wastewater disposal service lines, located on l000 Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Jeffrey Olesky from Civil Engineering Associates, Inc., with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C1.0 Existing Conditions Site Plan 7/14/2011 4/o6/2012 C1.1 Proposed Utilities Site Plan 7/14/2011 4/o6/2012 C1.2 Proposed Grading Site Plan 7/14/2011 4/o6/2012 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 This project is approved for the reconstruction of a commercial building on the lot. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.5 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plans prior to conveyance of any portion of the project to that purchaser. 1.6 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes, regulations, and permit conditions. a Regional Offices — Barre/EssexJct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Supply Permit WN-4-384o Page 2 of 2 1.7 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 This project is approved with the existing connection to the municipal water supply system for a maximum of 135 gallons of water per day. g.WASTEWATER DISPOSAL 3.1 This project is approved with the existing connection to the muncipal wastewater treatment facility for a maximum of 120 gallons of wastewater per day. David K. Mears, Commissioner Department of Environmental Conservation By X-Gql"d %1 eaV.,e' Dolores M. Eckert, Assistant Regional Engineer Dated April 17, 2012 cc South Burlington Planning Commission Jeffrey Olesky Department of Public Safety, Division of Fire Safety CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 27, 2011 \drb\staffcomments\ SD_11_29_1000ShelburneRd NEFCU Application received: August 19, 2011 enda #5 NEW ENGLAND FEDERAL CREDIT UNION 1000 SHELBURNE ROAD SKETCH PLAN APPLICATION #SD-11-29 Meeting Date: October 4, 2011 Owner/Applicant Contact New England Federal Credit Union Thomas Richards 141 Harvest Lane New England Federal Credit Union Williston, VT 05495 PO Box 527 Williston, VT 05495 Engineer Property Information Freeman French Freeman Tax Parcel 44-099-000 30,056 square feet C1 R 15 Zoninq District tion CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD PROJECT DESCRIPTION 2 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD 11 29 1000ShelburneRd NEFCU New England Federal Credit Union, hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development to- 1) raze an existing 7,600 sq. ft. building, and 2) construct a 4,000 sq. ft. drive-in bank facility, 1000 Shelburne Road. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on August 19, 2011 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 1I Cl-R15 Zoning District _ � [Required Pro osed Min. Lot Size 40,000 SF change Max. BuildingCoverage 40% 2:: F60. Max. Overall Coverage 70% 1 % �l Min. Front Setback Shelburne Road)-50 ft. 50 ft. Min. Front Setback Laurel Hill Drive 30 ft. 30 ft Min. Side Setback 10 ft. 10 ft. Zoning Compliance The proposal is for a commercial building in a commercial zone adjacent to a residential zone. As such, Section 3.061 of the South Burlington Land Development Regulations applies: L Buffer Strip for Non -Residential Uses Adjacent to Residential District Boundaries. (1) Where a new non-residential use is adjacent to or within fifty (50) feet of the boundary of a residential district, or where an existing non-residential use, structure or parking area that is adjacent to or within fifty (50) feet of the boundary of a residential district is proposed to be expanded, altered or enlarged, the required side or rear setback shall be increased to sixty- five (65) feet. A strip not less than fifteen (15) feet wide within the sixty-five (65) foot setback shall be landscaped with dense evergreens, fencing, and/or other plantings as a screen. New external light fixtures shall not ordinarily be permitted within the fifteen (15) foot wide buffer area. (2) The Development Review Board may permit new or expanded CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \\drb\staffcommentsl SD 11 29 1000ShelburneRd NEFCU nonresidential uses, structures and/or parking areas, and new external light fixtures, within the setback and/or buffer as set forth in (1) above, and may approve a modification of the width of the required setback and/or landscaped buffer as set forth in (1) above. In doing so the DRB shall find that the proposed lighting, landscaping and/or fencing to be provided adjacent to the boundary of the residential district will provide equivalent screening of the noise, light and visual impacts of the new non-residential use to that which would be provided by the standard setback and buffer requirements in (1) above. However in no case may the required side or rear setback be reduced below the standard requirement for the zoning district in which the non-residential use is located. The Board should discuss the application with respect to these criteria. The proposed building meets the 65 foot setback as prescribed. However, it does not appear that the 15 foot wide buffer of dense evergreens is provided. The applicant is proposing to retain an existing fence. However, the pavement still extends to less than five feet of the property line, with trash and recycling also less than 15 feet from the residential boundary. Additionally, the applicant is proposing a pole -mounted light fixture immediately adjacent to the residential boundary and abutting residential property. The Board should discuss what if any changes are necessary to comply with the criteria above. While the Board is given the authority to waive this setback, Staff recommends that one possibility would be to move the building and all associated site elements to the west, thereby increasing the buffer with the adjacent residential property. This would require the Board to consider a front yard setback waiver. Given that the proposed PUD has provided for several marked improvements over the existing plan and innovation in design, most notably the closing of one curb -cut and providing a front entrance on Shelburne Road with pedestrian accessibility, and that all parking is indeed located to the sides and rear of the building with respect to both streets, Staff would fully support a front yard setback waiver of up to 15 feet along Shelburne Road., in exchange for a sufficiently planted buffer to the residential boundary to the east. Staff further recommends that the light pole be relocated out of this 15 foot area, and should meet all lighting standards for glare and indirect light. 1. The Board should discuss the adequacy of the buffer along the residential boundary and the placement of light poles within this buffer. 2. The Board should consider staff's recommendation for a front yard setback waiver along Shelburne Road. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 4 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD-1 129 1000ShelburneRd NEFCU Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The Water Department has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. 3. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. 4. The City Engineer shall review the plans prior to preliminary plat approval. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 5. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 6. The applicant shall include sufficient site grading and erosion control plans as part of the preliminary plat application. 7. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 5 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD 11 29 1000ShelburneRd NEFCU Access to the subject lot is proposed via one two -directional curb -cut off of Laurel Hill Drive. This curb cut is approximately 24 feet wide. This is a proposed consolidation of what is currently two similarly sized curb cuts on Laurel Hill Drive. Staff is pleased with this consolidation. As a result of the curb -cut consolidation, the applicant is proposing to extend the existing 5 foot sidewalk across the newly closed area. This is laudable and should also be extended on the other side of the new entrance, to terminate at the property line. 8. The plans shall be revised to continue the sidewalk on Laurel Hill Drive beginning to the east of the new entrance extending to the property line. The proposed use is for a bank with two lanes of drive -through servicing. As such, and pursuant to Section 5.01 F(2) of the SBLDRs: Applications for a drive -through facility shall be subject to conditional use review and the following restrictions at minimum: (a) Compliance with Traffic Overlay District provisions, if applicable. (b) Compliance with an approved access management plan providing for curb cut consolidation and secondary access. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The access to the subject property is not within the traffic overlay district and its provisions are not applicable. The plans propose curb -cut consolidation through the elimination of one curb -cut. The applicant should submit an analysis of stacking lane and aisle width for the anticipated use of the drive -through facilities. Is the queuing length sufficient? This shall be reviewed by a third party technical consultant. 9. The applicant shall submit a study analyzing adequate stacking lane length and aisle width. This shall be reviewed through third -party technical analysis. As the use of the subject property will be changing from a combined general office/walkup (estimated 66.66 pm peak vehicle trip ends) bank to a drive through facility (estimated 103.28 pm peak vehicle trip ends), the proposed use is estimated to generate an additional 36.62 additional pm peak hour trip ends. The applicant shall pay traffic impact fees based on this increase. 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. There are no wetlands, streams, or wildlife habitat on the site. The subject property is in a dense, urban area and is not identified on the Open Space Strategy. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 6 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD 11 29 1000ShelburneRd NEFCU 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. The proposed building is compatible with surrounding and planned development patterns along the commercial corridor of Shelburne Road. The subject property does abut a residential neighborhood. This has been addressed elsewhere in this report. 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/or stream buffer areas. There are no open space areas on the site. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief has not yet reviewed the plans and has stated that he would prefer to do so at the preliminary plat level, after any changes to layout and parking are made by the Board at the sketch plan level. 10. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans provide a safe access to Laurel Hill Drive via the consolidated access drive. The property also serves as a secondary access to the abutting property (hotel) to the south. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. Staff has also already commented on the need to extend the sidewalk to the property line. 11. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 7 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD 11 29 1000ShelburneRd NEFCU Staff feels the proposed project and PUD is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. These criteria require especially thorough and scrupulous review when applied to drive-in facilities. Staff has worked with the applicant throughout the design process to work towards a plan which meets these criteria to the strictest possible standard. Staff is supportive of the safe and accessible pedestrian provisions. The drive -through entrance begins immediately upon entering the site. The exit from the drive -through has a clear line of sight of the parking area. A walkway is provided to the southern edge, allowing most of the parked vehicles direct access to the building without crossing the parking lot or drive lane. The entrance on the east side of the building was relocated so as to be closest to this concrete sidewalk. Where sidewalks are not possible, a striped crosswalk is provided at the furthest point from the drive through exit. A paved sidewalk accesses the building from the sidewalk along Shelburne Road, providing for pedestrian access from the busiest facade. This does not currently exist. Staff does not recommend any changes to the parking layout or pedestrian accessibility interior to the site. Based on 4,000 square feet of drive -through bank use, the proposed building will require 24 parking spaces. 22 parking spaces are provided on site. Therefore, the applicant is requesting a parking waiver of 2 spaces, or 8.3%. Staff fully supports this waiver. The bank is a small neighborhood bank, serviced by the most accessible public transportation route in the City. It is also located in a dense area and likely to be patronized by pedestrians and employees in the area who will not require parking spaces. Staff believes that the parking on site will be more than adequate. The Board should discuss this request. 12. The Board should consider a parking waiver request of 2 spaces or 8.3%. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 8 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD 11 29 1000ShelburneRd NEFCU (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street, (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of buildings) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed parking is in full compliance with these standards. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 20', which is well under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 9 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD 11 29 1000ShelburneRd NEFCU Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 13. The applicant should submit architectural details with the preliminary plat plans. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details with the preliminary plat plans. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the connection between this property and the lot to the south. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict proposed dumpsters and recycling facilities, adequately screened. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD Landscaping 10 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD 11 29 1000ShelburneRd NEFCU Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. 14. The plans shall be revised to depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 15. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 16. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. As previously mentioned, Staff recommends moving the pole -mounted light from the area most immediately adjacent to the residential property. 17. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the preliminary plat plan application. Other 18. The preliminary plat plans shall show all ground mounted HVAC units, generators, and utility cabinets. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD RECOMMENDATION 11 DEPARTMENT OF PLANNING & ZONING \\drb\staffcomments\ SD-1 129 1000ShelburneRd NEFCU Staff recommends that the applicant address the numbered items in the "Comments Section" of this document before proceeding to any further plan review. Respectfully submitted, Cathy n LaRose, AICP, Associate Planner Copy to:: Thomas Richards for applicant .1 LO r�= o ,E southbl rinto PLANNING & ZONING September 23, 2011 Dear Property Owner: Attached to this letter is a copy of the draft agenda for the October 4, 2011 South Burlington Development Review Board meeting. The agenda includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. Sinc ly, �& R ymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Subject Property — New England Federal Credit Union Abutters — B. & S. Food Service Rozzi, Gloria & Lawrence Chittenden Trust Co. c/o Corp. Finance Kunal, LLC Abutters List New England Federal Credit Union 1000 Shelburne Rd. South Burlington, VT05403 as of July 14`h, 2011 Tax # - 44-099-000 44-109-000 44-097-000 44-106-000 44-100-000 Laurel Hill Assoc., LLC 44-098-000 Ayers, Russell & Mary 45-083-000 Goddard, 45-149-000 Robert & Sandra Physical Address - 1000 Shelburne Rd. So. Burlington, VT 05403 981 Shelburne Rd. So. Burlington, VT 05403 992 Shelburne Rd. So. Burlington, VT 05403 1001 Shelburne Rd. So. Burlington, V"I' 05403 1016 Shelburne Rd. So. Burlington, VT 05403 4 Laurel Hill Dr. So. Burlington, VT 05403 8 Laurel Hill Dr. So. Burlington, VT 05403 11 Laurel Hill Dr. So. Burlington, VT 05403 Mailing Address - 141 Harvest Ln. Williston, VT 05495 Box 8819, 35 Sockanosett Cranston, RI 02905 54 Brewer Pkwy. So. Burlington, VT 05403 P.O. Box 820 Burlington, VT 05401 138 N. Main St. Rutland, VT 05701 30 Deerfield Rd. So. Burlington, VT 05407 8 Laurel Hill Dr. So. Burlington, VT 05403 11 Laurel Hill Dr. So. Burlington, VT 05403 City of So. Burlington 51-016-001 2 Baldwin Ave. 550 Dorset St. School District So. Burlington, VT 05403 So. Burlington, VT 05403 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOU'I'II BURLINGTON, VERMONT 05403 (802) 846-4 106 FAX (802) 846-4101 May 8, 2003 Thomas Crapo P. O. Box 527 Williston, VT 05495-0527 Dear Mr. Crapo: SITE PLAN APPLICATION #SP-03-11 NEW ENGLAND FEDERAL CREDIT UNION 1000 SHELBURNE ROAD Enclosed is a copy of the Findings of Fact, Conclusions and Decision for the above referenced project approved by the Director of Planning and Zoning on May 8, 2003. Please note the 5 conditions of approval listed on pages 5 and 6 of the enclosed decision. Accordingly, you will need to obtain a zoning permit within six (6) months, or by November 8, 2003. Prior to the issuance of a zoning permit you will need to submit 3 full sized sets of plans and 1 reduced copy (11" x 17"), which reflect the changes required by the Director's decision. If you have any questions, please call the Planning and Zoning office. Sincerely, Janet M. Hurley Associate Planner /jmh Enclosure \a d m n \n efc u \S P-03-11. cor. d oc 1TY` F SOUTH BUJ ' ITSIGTON DEPART1v1�117,D1' ]PLEi1NNEgG * ZONING 575 DOR,SET STREET SOUT'rT RURLI NGTOP T, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SP- A-PPLICATIONT FOR SITE PLAN REVIEW All information: requested on this application Trust be completed in M. Failure to provide the requested information zither on this application form or on the site plan will result in your application being rejected and a delay in the renew before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)_ 4 2) LOCATION OF LAST RECORDED DEED (Book and page #) Lt 4 41 %ATF-' 3) APPLICANT (Name, mailing ,address, phone and fax #) r AS Ak1 4) CONTACT PERSON (Name, availing address, phone and fax #) 5) PROJECT S T BEET ADDRESS: 1 � c� SN€����2 �5 ► �-O�p 0) TAX PARCEL iD # (can be obtained at Assessor's Office) k 5 ` TZ) - G oCo • C_ 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description anti size of each separate use) b) Proposed Uses on property (include descn_ption and size of each new use and existing uses to remain) N CD C "OC-.E. �-ca building square footage on property (proposed buildings and e:6sting buildings to remain) Na Cat' 6N 6 f_'_ d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) N 0 C i w(, L e) Marnber of residential units (if applicable, new units and existing units to remain) h) 17*— f'i Number of employees & company vehicles (existing and proposed, note office versus non -office =,plo-vees) g) Other (list any other ins-:r=rion perrinent to this application not specir±caliy Lquested above, Tease ate if Overlay Div�icts are applicable): 4--t r vim. fttao,.* c� f�ec°RoQ4- — - f f* P 'FE(ZF.n9� 8) LOT COVERCE a.) Building: Existin �2, 5 % Proposed Q. 7 % b) Overall (building, par -Icing, outside storage, etc) Existin.& \"� % Proposed- �- % c) Front yard {along each street) Existing 53 - ';' % Pr,posed 4;Z • i % L N,,Y� 1-k u� 9) COST ESTATES a) Building (including interior renovations): $ l e -, C)ZX� b) Landscaping: L-Aw.j ciN C ; Other site improvements (please list with cost): f3 ] -k- 10) ESTUAATED TRAFFIC a) Average daily tra.f,71c for entire property (in and out): N© C C-F' b) A.14. Peak hour for entire property (in and out): ►tir' G0004cF- c) P.M. Peak hour for entire property (In and out): C-UAa;� E 11) PE_AKHOURS OF OPERATION: PkcWDN 12) PEAK DAYS OF OPERATION: 13) ESTDvLk E.a � P1R O.IECT COT/IPLEUC qTT DAT- E: 1.4i S= PLAN AIND FEE A site n an shall. be submitted which shc%Ns the information listed on Exhibit A at =hed. Five (5) regular sizzd copies and one reduced copy (11" . 17") of the site plan must be submitted. A site plan application fee shall be paid to the Clair at the time of submitting the site plan application (see EmEbit A_). I hereby cen fy that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. C�-ttl I a �� �' opz-� s A/�i�4c�dL AfJO -, -)"s SIGNATURE O PLICANT P +v�,L� A^JT- % l 4:ie5Q N6� �. r C 4 : e =ctea �cpt`t��NS AAittol-(- SIGNATURE OF PROPPEATY OWNER �z A-a&?T- Do not wn'te below this lime 1 DATE OF SUBIVIISSIOi�,T: REVIEW AUTHORITY: ❑ Development Review Board t<Dt ector, Planning & Zoning I have reviewed this site plan application and find it to be: �offip» moo c ►ies � I��e. �t �� ice /evl�-Gv �he,see Pre, ✓lots, aPar✓a 5%a�� /ni 1r&t7-V7tr y CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 19, z001 Mr. Thomas Palmer 141 Harvest Lane Williston, Vermont 05495 Re: Site Plan Application - l000 Shelburne Road Dear Mr. Palmer: Enclosed please find a copy of the minutes of the Development Review Board meeting of August 21, zoo1. If you have any further questions, please feel free to give me a call. Sincerely, Raymond J. Belair Administrative Officer Encl./td DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 PAGE 5 Mr. Llewellyn noted that 9 units would not be built unless Old Cross Rd. is extended Mr. Dinklage said he didn't feel there was any needs for T, U and V to be so close to the western boundary. Mr. Dinklage also noted that the applicant could come back and request to put those 9 units on what is now shown as open land. Mr. Llewellyn said they are willing to move them into a cluster. 5. Public Hearing: Final plat application #SD-01-45 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of: 1) razing a 114,771 sq. ft. portion of the building, 2) constructing an 81,800 sq. ft. building, and 3) constructing a 3,000 sq. ft. addition to the remaining portion of the building resulting in two buildings with a total square footage of 111,470, 516 Shelburne Rd.: Mr. O'Leary said they have addressed the staff comments. Elevations are shows as well as parking counts. They are still short 9 spaces. One issue is the height of light poles. The applicant proposes 25 ft., and they were asked to lower this to 20 ft. Mr. Dinklage noted that is the city requirement which the Board can't change. Mr. Llewellyn said they will have to more poles if they can't have the 25 ft. height. This is a safety concern for Shaw's. Mr. Kane noted that Southland got 25 ft. poles which were approved illegally. Mr. Belair felt that the whole lighting issue needs to be addressed by the Planning Commission. Mr. O'Leary noted they have added a Vortechnics unit to slow down the flow of water. This unit traps out grit then has an oil/water separator. The last segment has a flow control. This should result in an 80% reduction in the amount of solids and meets the Abest management standard@ in most states. It has been approved in a number of places in Vermont. They are also decreasing the impervious area by about 10%. Mr. Kupferman reminded the applicant that they will be responsible for maintaining this unit and holding ponds. No other issues were raised. Mr. Boucher moved that the Board approve Final Plat application #SD-01-45 of Acadia Realty Trust subject to the stipulations in the draft motion dated 21 August 2001. Mr. Farley seconded. Motion passed unanimously. S. Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west facade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 1000 Shelburne Rd: The applicant said that when they bought the property they needed to create a site plan to show an awning and also a curb cut in the eastern part of the parking lot. They also have a maintenance issue in the parking that is causing a safety problem. The new site plan shows the awning and minor changes in the parking lot. They are proposing two 18- foot curb cuts with arrows to indicate ingress and egress. They also want to remove a light pole in the middle of the lot and replace it with 3 poles, 2 on the eastern boundary and one on the western part of the lot. DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 PAGE 6 Mr. Dinklage stressed that the lights must have downcasting fixtures. Mr. Belair said the specs for the lights look OK. Mr. Dinklage asked what can be done to improve the coverage on the Laurel Hill side of the property to get more green space. He suggested removing a few parking spaces and making the area green. The applicant said they need the parking but suggested removing some pieces of sidewalk that lead nowhere. Members were OK with that concept. Stipulation #4 of the draft motion was amended to require reduction of front yard coverage on Laurel Hill Drive. Mr. Boucher moved that the Board approve Site Plan application #SP-01-40 of New England Federal Credit Union subject to the stipulations in the draft motion of 21 August 2001 as amended to require reduction of front yard coverage on Laurel Full Drive. Mr. Farley seconded. Motion passed unanimously. Mr, Belair advised that items #7 and 8 had been withdrawn 9. Sketch plan application #SD-01-43 of Carol J. Douglas to subdivide a .66 acre lot into tow lots: 1) lot one a .32 acre lot, and 2) lot two a .34 acre lot, 40 Birch Street: Mr. McClellan said the property is next to Cedar Commons and was once three lots that were combined when Ms. Douglas bought the property. They now want to subdivide it into 2 lots. Mr. McClellan showed the location of an easement from Hinesburg Rd. into East Birch. Lot #2 will stay the same as it is today. The two street trees will be provided. No issues were raised. 10. Public Hearing: Application #CU-01-32 of Independent Wireless One Leased Realty Corporation seeking conditional use approval from Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to install three 64" x 10.6" x 2.7" antennas on the existing WJOY tower, 70 Joy Drive, and 11. Site plan application #SP-01-46 of Independent Wireless One Leased Realty Corporation to amend a site plan for a tower 300 feet in height. The amendment consists of installing three 64" x 10.6" x 2.7" antennas on the existing WJOY tower, 70 Joy Drive: Mr. Ponsetto said the antennas will be for Sprint PCS. They expect to be operational by the end of the year. Mr. Dinklage asked how many more antennas could fit on the tower. Mr. Poncetto said he didn't know. CITY OF SOUTH BURLINGTON DEPART1VIENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 31, 2001 Mr. Thomas Palmer W Harvest Lane Williston, Vermont 05495 Re: Site Plan Application - i000 Shelburne Dear Mr. Palmer: Enclosed please find a copy of the Finding of Facts of the Development Review Board meeting on August z1, zooi (effective date September 5, zooi). Please note the conditions of approval, including that a Zoning Permit be obtained within six (6) months or this approval will be null and void. If you have any further questions, please feel free to contact me. Sincerely, Sarah MacCallum Associate Planner Enclosure Td Site plan application #SP-01-40 of the New Eng. Fed. Credit Union to i) construct an awning on the west facade, z) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, i000 ShelburneRoad' I ax �� � •76 6& 'c le 3 Lonj(- a I CITY OF SOUTH BURLINGTON DEPAIRTPVI E1,,TT OF PLANNING & ZONING Jul, � SOUTH BLTR INGTON, VEERRNtONT 05403CIty Of Jo. DI.1rli��#nR'1 (802) 846-4106 FAQ (802) 846-41M �-j Pen -nit Number SP-� -�/ APPLICATION FOR SITE PLAID REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OR OF RECORD (N e as shoyl on deed, mailing addTFss, phone and fax 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax 4) CONTAT PERSONJ�4ame, mailing address, phonYnd fax / K > i'Ff--fy h A L4-.K V . (N LiC.N L wL l4•tz 5 PROJECT STREET ADDR�ySS; /65 6) TAX PARCEL ID # (can be obtained at Assessor's Office} 7) PROJECT DESCRIPTION a) Existing Uses on Property (in udi description and size of each separate usey l b) Proposed Uses on property (include description and size of each new use and existing uses to remain) c) Total building square footage on property (proposed buildings and existing buildings to remain)_ d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 1 g) Other (list any Other infer -ma -don pertinent w this application not specifically requested above, please mote if Overlay Districts are applicable): g) LOT COVERAGE a) Building: Existing -% Proposed % b) Overall (building, parrying, outside storage, etc) Existing _% Proposed % c) Front yard (along each street) Existing __% Proposed 9) COST ESTNIATES a) Building (including interior renovations): $ b) Landscaping: c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average -daily traffic for entire property (in and out): 'o) A.M. Peals hour for entire property (in and out): c) RIM. Peak hour for entire property (In and out): 11) PEAR HOURS OFCPER.ATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) SITE PLANT AND FEE o/Q A site plan shall be submitted which shoves the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I 1" x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. '. TT JR F OF APPLICANT SIGNATUR6bF PROPEIRTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board I have reviewed this site plan application and find it to be: ❑ Complete ❑ Incomplete ❑ Director, Planning & Zoning Director of Planning & Zoning or Designee Date t.. 4DNew England Federal Credit Union City of South Burlington 575 Dorset Street South Burlingtion, Vt. 05403 May 8, 2001 Dear Sir, Enclosed is a proposal to install an awning to the front entrance at our facilities at 1000 Shelburne Road, South Burlington, Vermont. The New England Federal Credit Union is asking for youcapproval, because of the weather we have lots of problems. Thank you Thomas Palmer Maintenance Coordinator Phone: (802) 878-6221 Fax: (802) 879-8557 e-mail Palmer@nefcu.com Administrative Office: Mailing Address: Branch Offices: Internet Address: nefcu.com 141 Harvest Lane, Williston, Vermont 05495 P.O. Box 527, Williston, Vermont 05495-0527 74 Pearl Street, Essex Junction, Vermont 141 Harvest Lane, Williston, Vermont IBM Building 969, Essex Junction, Vermont IBM Building 862, Williston, Vermont FAHC, MCHV Campus, Engineering 405, Burlington, Vermont 1000 Shelburne Road, South Burlington. Vermont 802/879-8790 802/879-2452 802/879-8790 802/764-1115 802/764-1124 802/847-3984 802/878-6230 EXTEND EXISTING CURB & 'n10EWALK/RAMP -,- - -5- - - - EXISTING - NLAUREL H ILL _DRIVE _ Dc ®nb / SIDEWALKS RIM-180.7 NV. 177.4 sr -is ev.7a. . 10 V—177.7 g W ow i I ( i \ I \\ I \ \ w \ \ r \ \ NOTES 1. Utilities shown do not purport to constitute or represent al utilities located upon ar odpcent to the surveyed premises. ExMtin9 utility locations are approldmaa only. The Contractor shall field verlfy all utility conflicts. NI disasponckes shill be reported to the Enginser. The Contractor shill contact Dig Sofe (688-344-7233) prior to any canstructlon. 2. NI existing utilities not Incorporated Into the final design shall be removed s abandoned as Indicated on the plans or directed by the Engine-. 3. The Cmtroctor shall maintain as—bult plane (with ties) for at tie projectnwnder -d utllUes, Those plans shall be submitted to the Owns at the completion of . 4. The Contractor shill repok/restore all disturbed areas (an or off the site) as a direct or indkect result of the construction. 5. All grassed areas shall be maintained until full vegetation Is established. 6. Maintain all trees outelde of construction limns. 7. The Contractor shall be reeponsbie for alt work necessary for complete and operable f_IKI_ and utilities. & The Contractor shall submit shop drawings for all Items and materials Incorporated Into the site work. Work shall not begin on my Hem until shop drawing approval is granted. 9. In addition to the requirements set In these plans and specifications, the Contractor *hall complete the work In accordance with oil permlt conditions and any local Public Works Standards, 10. The talerance for finish grades for oil pavement. walkways and lawn areas shall be 0.1 feet. it- Any dewatering necessary for the completon of the ellework shill be cansktsed as pairt of the contract and shall be the Cantroctor's reeponelblity. 12. The Contractor shall coordinate all work within City Road R.O.W. with City outhorHlss. 13. If there are my conflict. or Inconslstencles with the pions or pecifkations, the Contractor Mall contact the Engineer for —ification before work cmti ues on the Hen In questlon. DOH — GSH TRUST G. and & HANDY, TRUSTEES GRAPHIC SCALE ( IN 71Qf , t Inn*b — era tL CONNECT NEW STORM LINE AND UNDERDRAIN TO EXISTING LINE SITE COVERAGE INFORMATION ZONING DISTRICT: COMMERCIAL 1 EXISTING PROPOSED MAXIMUM ALLOWABLE COVERAGE LOT SIZE 0.69 AC. 0.69 AC. TOTAL BUILDING COVERAGE (INCLUDES BUILDING & PORCH) 17.57, 17.77. 30% TOTAL LOT COVERAGE (INCLUDES BUILDING, PARING LOT, 61.9% 61.2% 70% CURB & SIDEWALKS) FRONT YARD COVERAGE (INCLUDES PORTION OF EXISTING BUILDING) LAUREL HILL DRIVE 53.51; 52.9% 30% SHEIBURNE ROAD 26.79. 24.1% 30% J r l� MiDEN E%ISl1Nfl CURB OPENIM [x a Wnt c NEW 175 W MH POLE MOUNTED LIGHT H-16' (TIP. FOR 3) L. and D. CALARCO c71Y OF SOUTH BURLINGTON SCHOOL DISTRICT E ti V E D AUG 2 3 20 City of So. Burlington LEGEND 182 -- EXISTING CONTOUR . PROPERTY LINE LIE UNDERGROUND ELECTRIC ------ OW -- OVQtHEAD ELECTRIC --W WATER LINE T TELEPHONE LINE C GAS L04E s SEVER LINE — sfl STORM WATER O IRON PIN ® SEVER MANHOLE o ELECTIC METERS O GROUND LIGHT JG( HYDRANT 9 SHUT—OFF POWER POLE ® CATCH BASIN C ROAD SIGN N MAIL DROP BOX o-o LIGHT POLE O ® DECIDUOUS TREE CONIFEROUS TREE ,++------� HEDGE —o—o— FENCE PUNTER STONE WALL SETBACK INFORMATION SETBACKS PRE-EXISTING CONDITION MINIMUM SETBACK ALLOWABLE FRONT YARD: SHELBURNE ROAD 35, SO' LAUREL HILL DRIVE 25' 40' SIDE YARD 15' 15' REAR YARD 148' 30' TOTAL PARKING SPACES = 35 SPACES 8/21/01 MOTION OF APPROVAL NEW ENGLAND FEDERAL CREDIT UNION— SITE PLAN — AWNING & CIRCULATION MODIFICATIONS 1000 SHELBURNE ROAD I move the South Burlington Development Review Board approve site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west fagade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 1000 Shelburne Road, as depicted on a four (4) page set of plans, page one (1) entitled, "New England Federal Credit Union Topographic Site Plan at Route 7 and Laurel Hill Drive South Burlington Vermont", prepared by Civil Engineering Associates, Inc., dated July 1999, last revised on 8/16/01, with the following stipulations: All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. Pursuant to Section 26.103(a) of the zoning regulations, the Development Review Board approves an additional access to Laurel Hill Drive with the requirement that the westerly access be for ingress only and the easterly access be for egress only. 3. Any new exterior lighting shall consist of downcasting and shielded fixtures. Any change to the approved lights shall require approval of the Director prior to installation. 4. The plan shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning. Three (3) copies of the approved revised plan shall be submitted to the Director prior to permit issuance. a) The site plan shall be revised to reduce the existing front yard coverage along Laurel Hill Drive. 5. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 6. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to use of the improved parking area and awning. 7. Any change to the site plan shall require approval by the South Burlington Development Review Board. CIVIL EI IGAI IEURU Ir 'FASSJCIAN 5J4 11 ICa 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 20, 2001 Mr. Ray Belair City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Re: New England Federal Credit Union Site Plan Route 7 - So. Burlington Dear Ray: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: cea(q,together.net ^ F 14/If r7 a 2 200, City of So At this time, I understand that the NEFCU has only applied for site plan approval of a proposed canopy over their main entrance. After evaluating the condition of the parking lot to the east of the building, there are several other improvements that in my opinion would significantly improve on how the lot functions. I have attempted to summarize these conditions below. Reconstruct the parking lot with a reconstructed structural section and limited underdrain system. Certainly the existing pavement is in fair to poor condition and will continue to deteriorate without improvements. I believe that would be considered a maintenance item that would not require DRB approval. 2. Remove the existing light in he center of the lot and replace it with three perimeter shielded lights (H=16') that would provide better security lighting and a much better uniformity lighting ratio. 3. Reconstruct the existing curb cuts to provide for improved circulation. To encourage one-way circulation for this facility, I would recommend that the westerly curb cut be reduced to 18' in width and increase the easterly curb cut to 18 feet. This would provide better circulation for exiting traffic without changing the front yard coverage, or the existing total linear footage of the curb opening. 4. Reconstruct the sidewalk and curbing along the west side of the parking lot to provide better delineation and pedestrian circulation. This would also improve the handicap accessibility to the facility in accordance with the ADA requirements. In general, this facility was built quite a few years ago without any significant improvements. The proposed site modifications would provide a parking area that is more consistent with our planning standards of today and improves the pedestrian and vehicular circulation and safety conditions. .r Mr. Ray Belair Page 2 August 20, 2001 Once you have had a chance to review the proposed improvements, please give me a call so that we can discuss these items in further detail. rely, Step en A. Vock, P.E. SAV:pao Enclosure cc: Tom Palmer TTLE Rectilinear, cutoff luminaire for parking areas, entrances, auto sales lots, office parks, schools, walkways, planned communities, and parks. Features • Cast aluminum housing with tight radius corners. • Cast aluminum door with clear, Flat tempered glass lens, fully gasketed to housing. Door hinged and secured with captive fasteners. • Specular, anodized aluminum reflectors for horizontal lamp, provide type III, IV, or VS light pattern, mounted with hinges and locking screws for easy access to ballast. SEIII type IV reflector field rotatable in 90' increments. • Extruded aluminum arm provided for pol side mount or cast aluminum bracket for wall mount. oerng Informatio e • Metal Halide and High Pressure Sodium lamp sizes up to 250w in small housing, 400w in medium, and 1000w in large. • Socket is enclosed mogul porcelain, pulse rated, with spring loaded, nickel plated center contact and reinforced lamp grip screw shell. • Ballast is CWA type, HPF, starting rated at -20T • Polyester paint finish with choice of 10 standard colors. • U.L. listed for ations, CSA certified. o� Order No. 0 © © © Example SEII - PM - S400 - III - 120 - CS - BGE , 0 Model SEI (up to 250w) SEII (250w-400w) SEIII (400w-1000w) ® Mounting Mode PM - arm mount std-2" x 5" x 6" arm for SEI std-3.2" x 4.7" x 10" arm for SEII & SEIII WB - wall bracket Dimiensions ® Lamp TypeMatts SEI S70 (E-232) S100 (E-232) S150 (E-232) S250 (E-18) SEII S250 (E-18) S400 (E-18) SEIII S400 (E-18) S1000 (E-25) M175 (E-28) M250 (E-28) M250 (E-28) M400 (E-37) M400 (E-37) M1000 (BT-56) 0 Reflector III - asymmetric IV - forward throw VS - symmetric square © Voltage 120 208 277 347 MT - multi -tap 240 480 (D Options PR- photo receptacle cell) for SEIII and 480 volt �L i PC - photoelectric cell for SEI & II, 120-277v SF - single fuse (120v,277v,347v) DF - double fuse (208v,240v,480v) QZ - quartz standby (D.C. bayonet base) SMH - super metal halide socket VG - polycarbonate vandal guard CS - house side cutoff shield 0 Color DBZ - dark bronze FGP - forest green SGB - black TBP - teal blue SWT - white RBP - royal blue BGE - beige CMB - burgundy RRN - rocket red LTG - lite gray A B .ILbs. SEI 15" 21" 731 SEII 18" 26" 942 M SEIII 21" 30" 80 SPAULDING B Arm Mount (PM) I 1 1 I 1 I I I I 1 1 t 'a \ m \ IX ce �179.2 `` �MI pEL HLL ow IX Ex Q 1 ,-1V TMq VI'< 1 \\ I \ I \ l }�iri d VJ ' nw �t r 4 V7 SITE COVERAGE INFORMATION ZONING DISTRICT: COMMERCIAL 1 PROPOSED COVERAGE MAXIMUM ALLOWABLE COVERAGE LOT SIZE: .69 ACRES (30.056 SF) TOTAL BUILDING COVERAGE 17.49% 30% (INCLUDES BUILDING & PORCH) (5256 SF) TOTAL LOT COVERAGE 61.91% 70% (INCLUDES BUILDING, PARING LOT, (18.609 SF) CURB & SIDEWALKS) FRONT YARD COVERAGE (INCLUDES PORTION OF EXISTING BUILDING LAUREL HILL DRIVE 54.0% 30% SHELBURNE ROAD 26.7 30% O \1 w- I _ I \` DIY I N / Hy t Tl I EXLSTING PAVED PARKING =._._._._._._._._._.. GRAPHIC SCALE l ( 01 FWT l 1 1mh - 20 K SETBACK INFORMATION SETBACKS PRE-EXISTING CONDITION MINIMUM SETBACK ALLOWABLE FRONT YARD: SHELBURNE ROAD 35' 50' LAUREL HILL DRIVE I 25' 40' SIDE YARD I 15' 15' REAR YARD 148' 30' TOTAL PARKING SPACES = 35 SPACES L and D. CALARCO CITY OF SOUTH BURUNGTON SCHOOL DISTRICT LEGEND EASTNG CONTOUR -- PROPERTY LINE UE UNDERGROUND ELECTRIC OW OVERHEAD BLECTRIG w WATER LINE T TELEPHONE LINE G GAS LINE e SEWER LINE —SD— STURM WATER O IRON PIN ® SEWER MANHOLE ID EIECnC METERS O GROUND LICHT HYDRANT e SHUT —OFT POWER POLE ® CATCH BASIN ROAD SIGN O MAIL DROP BOX o-° LIGHT POLE O Q ® DECIDUOUS TREE .! CONIFEROUS TREE ----� HEDGE —°—°— FENCE PLANTER STORE WALL i I / I \ I \ I \ I \ \ \ \ \ \ \ \ EXTEND EXISTING CURB d SIDEWALX/RAMP lx ce - E- - -� - - - -_- - - - LAUREL HILL -DRIVE - oc NEW CS APPROX for — — — — RRI180.7 — Inv. ^ 1 1 rv.. f>,o RN. i . — >p A — —SD— _ \ f I.P. - - T - 300•t NINEWT g SIDEWADEWA LK AND - HANDICAP RAMP I & r aMal t xi plµWR PROPOSED t 7'x1T' �%/i CANOPY W 1 «G // -.-.- NOTES: 1. Utilities shown do not purport to canHitute or represent all utlNlp located upon or adjacent to the surveyed prwMses. Exlelhg utility locations ore approximate only. The Con~or .hail field verity all utihy conflicts. All discrepancies shall be reported to the Engineer. The Contractor "I contact Dig Safe (856-344-7233) prior to any construction 2. All exhtling uUllles not Incorporated Into the final design ehal be removed or abandoned as Indicated on the plans or directed by the Engineer. 1 The Contractor shots maintain es-bult plan (sdM llr) fa al tjKkm Those plans shall be submitted to the Ov~ at the aampietlen of the poJecl�nd u 4. The Controclor shall repair/restart all disturbed areas (on or off the site) a. a cheat or Indirect result of the construction. 5. NI grassed areas shag be maintained anti full vpetatlon Is established. 6. Maintain all trees outside of construction limits. 7. The Contractor sholl be responsible for all work necessary for complete and operable facilities and utlHMs. 6. The Cantroctar shag submit shop drowhga far W Items and materials Incorporated Into the .Its wank. Wok W.0 not begin on any item anti shop droving app—al 1. granted. W In addition to the requirements list In these plane and specifications. the Contractor shall complete the work In acoardonce with ail permit conditions and any local Public Works standard.. 10. The tolerance for finish grades for all pov.ment. walkways and lawn oreas shall be 0.1 feet. 11. Any dewater ng necessary far the completion of the Ntework shag be considered as part of the contract and shag be the Carntroctor's responsibility 12. The Contractor shall coordinate all work within City Rood R.o.W with City authorities. 13. If there ore any conflicts or Inconslwtencin with the plans or peci icatkm., the Cantroctor shall contact the Engineer far vrfflcation before work eonthues on the hem in question. DOH - GSH TRUST G. and L HANDY, TRUSTEES GRAPHIC SCALE la7ar) t lase - eo n CONNECT NEW STORM LINE AND UNDERORANI TO EXISTING LINE SITE COVERAGE INFORMATION ZONING DISTRICT: COMMERCIAL 1 PROPOSED COVERAGE MAXIMUM ALLOWABLE COVERAGE LOT SIZE: .69 ACRES (30,056 SF) TOTAL BUILDING COVERAGE 17.49% 30% (INCLUDES BUILDING do PORCH) (5256 SF) TOTAL LOT COVERAGE 61.91% 70% (INCLUDES BUILDING, PARING LOT, 18,609 SF) CURB h SIDEWALKS) FRONT YARD COVERAGE (INCLUDES PORTION OF EXISTING BUILDING) LAUREL HILL DRIVE 54.0% 30% SHELBURNE ROAD 26.7 30% e"EST7� O— —�—s OL alC.s I I — fIK - 171ks TV TwIt I i NEW 175 w MH POLE MOUNTED LIGHT L and D. CA ARCO CITY OF SOUTH BURLINGTON SCHOOL OMMIC'T LEGEND EXISTING CONTOUR PROPERTY LINE UE UNDERGROUND ELECTRIC OW OVERHEAD ELECTRIC W WATER LUTE T TELEPHONE LINE a : G GAS LINE *}-If . SEVI R LINE T� !D 9b STORM WATER IRON PRI SEVER MANHOLE �///11) •` ...E ELEC71C METERS GROUND LIGHT HYDRANT L SHUT-OFF POWER POLE II" CATCH DASH ROAD SIGN Y MAIL DROP BOX 0o LIGHT POLE • O v DECIDUOUS TREE ......«.».,........+., CONIFEROUS TREE HEDGE —o—o— FENCE PLANTER STONE WALL SETBACK INFORMATION SETBACKS PRE-EXISTING CONDITION MINIMUM SETBACK ALLOWABLE FRONT YARD: SHELBURNE ROAD 35' S0' LAUREL HILL DRIVE 25' Q. SIDE YARD 15' 15' REAR YARD 148' 30' TOTAL PARKING SPACES - 35 SPACES HIGH STRENGTH NON -SHRINK GROUT LEBARON LF248 24' a 24' C.I. GRATE w/3 FLANGED FRAME PAVEMENT CURB NT:- 3" BITUMINOUS CONCRETE COURSE 1" TYPE IV FINISH COURSE (OR APPROVED EQUAL) Y TYPE 9 BASE COURSE -SPAULDING SE1-175M-FT CONCRETE CURB SET FRAME Ol4 oc�' po°opo 00o c,00 a 0 op 4' TOPSOIL w/ PHOTOELECTRIC CONTROL AND CUTOFF SMELT (OR FULL MORTAR BED , o p °n o o� o o °^ t}IVSIm OUV6 aKi c �o �` `0 o e^ o o.`.'^ o moo'",,. APPROVED EQUAL) BITUMINOUS CONIC. ,c°moo" opo_ o, ao moo 0,."oo-10 0o p po„a SITE PLANS - PAVEMENT (1/4-/Ft _ SLOPE MIN.) ,6- CRUSHED GRAVEL 12" MAX. t2" CRVSIIED GRAVEL (COARSE) (COARSE) • STABILIZATION FABRIC - - 3/4' WASHED STONE ANG10R� i NOSQUARE RED MIRAFI 500X OR 72" TEMPLATE BY LIGHT ALUMINIUMPOLE PRECAST CONCRETE— 124� --AUJUST TO GRADE WITH APPROVED EQUAL MIN. 4" PERFORATED COMPACTED SUBGRADE� POLE SUPPLIER DARK BRONZE FINISH ./MONOLITHIC BASE BRICK (2-6 COURSES) PVC PIPE (PVC) —STABILIZATION FABRIC MIRAFI g' 4SEE PLANS FOR FILTER FABRIC MIRAF1 SOOX OR APPROVED EQUAL BOLT OR CADWELD -HAND HOLE ./OOVER INVERT ELEVATION 14ONS OR APPROVED GROUND MIRE TO POLE SEAL w/HYDRAULIC CEMENT MORTAk OR -PLACE I 12 16N. FOR I uNGERGRAM I EQUAL , aSLOPE ALL PIPE TO TYPICAL PARI�FfOV LOT yTfV�\ w/WNfW PAVEMENT FLEXIBLE MN SLEEVES DRAIN O 1% MIN. FINISH CRADE� 3' � SURFACE WATERTIGHT JOINT USING 1' —' MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND UFT HOLES ./NON SHRINK GROUT) 18" SUMP 6' 11IFL CRUSHED GRAVEL '« PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN O CURB N.T.S. ALL JOINTS SHALL BE THOROUGHLY CLEANED BOTH CUT E)OST, BIT, AND COATED WITH PAVEMENT PRIOR TO PAVING EMULSIFIED ASPHALT EX. BIT. PAVEMENT PRIOR TO PAVING (DOTH SIDES) MATCH EX. PAVEMENT WWI (MIN. 1 1/2' TYPE IR 2" TYPE 11) NEW Bil. CONIC. PAVEMENT 11 O O U n MATCH EX. SUBBASE GOO O 0 O 0Op 1On OnO O GRAVEL). CRUSHED 00 00 0 On O O SEE TYPICAL TRENCH DETAIL NaTEs� I. THE CONTRACTOR SNAIL MAINTAIN AT LEAST 01E- MAY TRAFFIC AT ALL TOES DURING NON( NrNN TE kaw. L MAINTENANCE TURD PROTECTION OF TRAFFIC DURING WORK NITNN TIE WWWXY R.O.W. 94AL BE FROTam N ACCORDAL4Q WITH THE MANUAL OF U60RM TRAFFIC CONTROL DEVICES THE CONTRACTOR STALL NOT MW WTNH THE R-O.W NNTIOUT APMGPNATE CONSTRUCTION 9a4NG N PLACE. .! ALL. BACKFll SHALL BE MADE N SIX (s') uris AND CVLPED ACITO NOT LESS TNA" eei MAXAIUI DRY OENSTY ACCCRDING TO ASHY Do" a REPLAOE E709TNo ROAD SIRFNG AS NECESSARY. REPLACEMENT OF EXIST. PAVEMENT TOPSOIL, RAKE. 5® & MULCH oa' NOTES: vn op0o-O0o°o°O000 o°o oo°o°°O000°°o I. lion of bockfll and beddln Mal be a Compac g ° minimum or goz (95X under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D698). APPROVED BACKFILL THOROUGHLY COMPACTED IN 6" LIFTS 2. Bedding material slwD not be placed on how i o subgrade. P APPROVED GRANULAR FILL APPROVED ve 3. Approved backfll hdi not oont ft, anyy stones more than 12" in largest dimension (6" In P COIAPACIED N 8' LIFTS roadways, 2" maximum dkmeter within 7 of qy the outside of the pipe), or contain any frozen. wet. or organic material. HOPE STORM GRAIN PIPE 4 Trenches Mall be completely dewotered prior to 12' plocing of pipe bedding material and kept dewatered during Installation of pipe and bockfN. THOROUGHLY COMPACTED 5, in trenches with unstdTle materktis, trench °p °Oo°p BEDDING MATERIAL bottom shall first be stabilized byy lacement o1 fluor fabric then (3f4' maximum). pushed stone 6. The sides of trenches IV or more In depth entered UNDISTURBED SOIL OR ROCK by personnel Mall be sheeted or sloped to the angle of repose as dented by O.S.H.A standards. 7 Bedding l of stone. TYPICAL STORM TRENCH DETAIL r —d h mood be 1 y°vet p sand with a maximum be of 3/4". Submit a sample to the Engineer for opprowl. N.T.S. TYPICAL UNDERORAIN :ACTION N.T.S. NOP COURSE BITUMINOUS -- CONCRETE PAVEMENT BASE COURSE BITUMINOUS CONCRETE PAVEMENT CRUSHED GRAVEL rnc/ �v CRUSHED GRAVEL SUB -BASE (COARSE) CONCRETE OR BRICK PAVERS (SEE ARCH. PLANS) 5" T0000 L CURBING SHALL C+E CONSTRICTED IN 10' SECTIONS WITH 1/8' JOINT BETWEM SECTIONS. 2. CURBING UXPANSPON JOINTS SHALL BE CONSTRUCTED EVERY 2V AND. `.HALL BE CONSTRUCTED OF MATERIAL CCNFCRMNG TO AASHTO DESICHA110N M-153 (1/2' SPONGE RUBBER OR CORKX 3. ASPHALT TREA1,.7 FELT TO BE USED BETWEEN SDEWALX AND CONCRETE CURB TOP. CURB w DEWALK DETAIL N..S. SIDEWALK TH AS 94OWNN PLANS SIDEWALK e 00000000000°o°on°oN°000o00000°0°0o00 0 0 0 0 0 0 0 0 0 0�� .`o 0 0 0 0 0 0 0 o i .6" 8' GRAVEL SL3BASE 6' UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINT': SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2, BETWEN EXPANSON JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. �l t 6 � 3/4' CONDUIT FOR I, .I SCH 80 PVC FROM o /6 BARE COPPER T, POLE TO POLE w/ GROUND MIRE 1 -1 SEPARATE GROUND (4) /5 VERTICAL I I HIRE t�-t 3/4" x 10' COPPER GALVANZFD STEEL TO VADD GROUND ROD tg• PVC CONDUIT CONNECTOR BOND TO CONDUIT, BASE Nk POLE 0TIES O 12" O.C. POLE LIGHT DETAIL N.T.S. A t t �r i� �g : $t �t�� fig- 9 gg- a Y y � M f $q II11 N N IF F E €€ s iX g 3 n s• r R r a n m > 8 > s� > s c n � > s� >� p n w > 8 m -r 9 i r 8 > 9 n ® >$ r L� a rn� � � � � � �- C€ �R 4- g •-,s� � RY 3 3 4 L � .€ 3gi' I�}}4 c ���9s 9 � g � .g° Sp t �s � ��; � ���3 g � � :� � a� � �� �'�� ���Y �� �R�$ � � � ��r �� •' � �g�s7� �� s�Y�Y �8y � �� 8i � �, � $ �, �s ni 8 4f3 q A ,a Z a°$ a' Q •�€Y } q�� b f;Sq as i a sJig i € r YZ°� S lipf r 3 pp dt9RZRgYQ;ja$ �2Y Yg• q a� lags � Q3 Y�ggg I 1 1 1 1g �A $S�'gs$Y �� 3fl RA $§g g9ssgaS A 10 flirt T 1$! Y1°;Y$ s88 Yg A fit i g v v v 1111411 b if ?off l I UI N w'. II l� is Ri3 js6 $gg 5 N 33it iA �e Na SY F { a YS a � i���� � �� � � 7� `;�Y i a5 �� � � �� � �q! t $• � g�� ¢� � g ����'!�� � �Y�g 9�}P �,g�q g4g g€�� it €siY i a 11i'll 1r� P H a � 5�49� �� 9 � •� � � ���� i q� 4Y� � ��� g �� i�� °�3 � � 3��q$ fj;F jL C g Y ga i �{q"3� g Y i ZSr �i; g R 4 6 S+� 5• &li §° S$ aY Y 0 8 I lid �� � ga Is, $g 1 �P �$�i$11 p4' 0 IM 06IMB111 South Burlington Development Review Board City Hall Conference Room 575 Dorset Street South Burlington, Vermont 05403 Meeting_k 7:30 P.M. Tuesday, August 21, 2001 1) Other Business 2) Report on recent site plan decisions issued by the Director of Planning and Zoning: A) Site plan application #SP-01-56 of the South Burlington School District to amend a previously approved site plan for two schools totaling 167,000 square feet. The amendment consists of. 1) adding eleven parking spaces, and 2) minor circulation alterations, 550 Dorset Street. Approved B) Site Plan application #SP-01-51 of the Humane Society of Chittenden County to amend a previously approved site plan for a 10,704 square foot building for kennel use. The amendment consists of: 1) reducing the size of the structure from 10,740 square feet to 10,240 square feet, 2) adding a cement walk, and 3) adding a gravel exercise area, 633 Queen City Park Road. Approved C) Site plan application #SP-01-48 of the City of Burlington to amend a previously approved site plan for an 110,565 square foot airport terminal. The amendment consists of: 1) adding a 347 square foot elevator tower to the terminal structure, 2) adding a 918.5 square foot covered walkway to the terminal structure, and 3) expanding the north end aircraft ramp, 1200 Airport Drive. Approved 3) Continued Public Hearing: Preliminary plat application #SD-01-34 of Daniel & Leo O'Brien, DBA Forest Park Reality Corp. and The O'Brien Family Limited Partnership for a 101 unit planned residential development and a six (6) lot subdivision, Hinesburg Road and Kennedy Drive. 4) Sketch plan application #SD-01-44 of John Larkin for a planned residential development consisting of: 1) the transfer of density from 44.82 acres of adjoining land to a 59.95 acre parcel, and 2) subdividing a 59.95 acre parcel into 52 single family lots and 72 multi -family units in 25 buildings, 1539 & 1545 Hinesburg Road. 5) Public Hearing: Final plat application #SD-01-45 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of: 1) razing a 114,771 square foot portion of the building, 2) constructing an 81,800 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building resulting in two (2) buildings with a total square footage of 100,470, 516 Shelburne Road. 6) Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west facade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 1000 Shelburne Road. 7) Public Hearing: Application #CU-01-31 of South Burlington Realty Company seeking conditional use approval from Section 26.05, Conditional Uses, and Section 26.65, multiple structures and uses on lots, of the South Burlington Zoning Regulations. Request is for permission to add standard restaurants, not including fast food and taverns, night clubs and private clubs, to the uses allowed at 2069 Williston Road. 8) Site plan application #SP-01-45 of South Burlington Realty Company to amend a previously approved site plan for a 19,378 mixed commercial building. The amendment consists of adding standard restaurants, not including fast food and taverns, night clubs and private clubs, to the uses allowed at 2069 Williston Road. 9) Sketch plan application #SD-01-43 of Carol J. Douglas to subdivide a .66 acre lot into two (2) lots: 1) lot one a .32 acre lot, and 2) lot two a .34 acre lot, 40 Birch Street. 10) Public Hearing: Application #CU-01-32 of Independent Wireless One Leased Realty Corporation seeking conditional use approval from Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to install three (3) 64"x 10.6"x 2.7" antennas on the existing WJOY tower, 70 Joy Drive. 11) Site plan application #SP-01-46 of Independent Wireless One Leased Realty Corporation to amend a site plan for a tower 300 feet in height. The amendment consists of installing three (3) 64"x 10.6"x 2.7" antennas on the existing WJOY tower, 70 Joy Drive. Respectfully submitted, Raymond J. Belair Administrative Officer MEMORANDUM To: South Burlington Development Review Board From: Raymond J. Belair, Administrative Officer Re: August 21, 2001 agenda items Date: August 17, 2001 3) DIRECTOR OF PLANNING & ZONING'S REPORT Enclosed are the Findings of Fact and Decision for the following site plan applications: A) Site plan application #SP-01-56 of the South Burlington School District to amend a previously approved site plan for two schools totaling 167,000 square feet. The amendment consists of: 1) adding eleven parking spaces, and 2) minor circulation alterations, 550 Dorset Street. Approved B) Site Plan application #SP-01-51 of the Humane Society of Chittenden County to amend a previously approved site plan for a 10,704 square foot building for kennel use. The amendment consists of. 1) reducing the size of the structure from 10,740 square feet to 10,240 square feet, 2) adding a cement walk, and 3) adding a gravel exercise area, 633 Queen City Park Road. Approved C) Site plan application #SP-01-48 of the City of Burlington to amend a previously approved site plan for an 110,565 square foot airport terminal. The amendment consists of 1) adding a 347 square foot elevator tower to the terminal structure, 2) adding a 918.5 square foot covered walkway to the terminal structure, and 3) expanding the north end aircraft ramp, 1200 Airport Drive. Approved 4) DAN & LEO O'BRIEN — PRELIMINARY PLAT APPLICATION — 101 UNIT PLANNED UNIT DEVELOPMENT, OLD FARM ROAD & KENNDY DRIVE This project was continued from the July 10, 2001 (memo enclosed) meeting as the application was incomplete. The applicant has submitted a traffic report since the July 1 Oth meeting (enclosed). The layout for the condominium portion of the project was revised and two (2) units were added. The project consists of a 103 unit planned residential development in 21 buildings and a six (6) lot subdivision, Hinesburg Road and Kennedy Drive. Densi : The base maximum density for this development is 106 units (15.24 acres x 7 units/acre = 106.68). The normal maximum is 130 units (18.66 acres x 7 unite/acre). The applicant is proposing 103 units. DEVELOPMENT REVIEW BOAR MEMO AUGUST 21, 2001 MEETING Sewer: The sewer allocation requested will be provided at the meeting. It has been the Board's policy to approve sewer allocation for ten (10) years from the date of final plat approval. Any buildings for which a zoning permit has not been issued shall lose their allocation unless reapproved by the Board. The applicant will be required to pay the per gallon for prior to permit issuance. Traffic: The traffic study submitted (copy enclosed) by the applicant has been forwarded to the Metropolitan Planning Organization for comment. Staff recommends that the applicant comply with the recommendations of the report : 1) construct left -turn lanes on Hinesburg Road at Hayes Avenue to serve the project, 2) the Kennedy Drive access be configured for right -tam movements only, and 3) a median be provided on Kennedy Drive to prevent unauthorized left -turn movements. Parking: Parking requirements for lot #1 are 106 spaces and 126 spaces are provided. Proposed Park: The Planning Commission conducted a site visit on the property and will prepare their recommendations for the final plat application. Other: The final plat submittal should indicate the E911 street addresses. 5) JOHN LARKIN — SKETCH PLAN —119 UNIT PLANNED RESIDENTIAL DEVELOPMENT,1545 HINESBURG ROAD This project consists of a sketch plan application #SD-01-44 of John Larkin for a planned residential development consisting of. 1) the transfer of density from 44.82 acres of adjoining land to a 59.95 acre parcel, and 2) subdividing a 59.95 acre parcel into 52 single family lots and 72 multi -family units in 25 buildings, 1539 & 1545 Hinesburg Road. The Development Review Board last considered a sketch plan for this property at their February 20, 2001 meeting (minutes enclosed). This property lies within the SEQ District, the Dorset Park Scenic View Protection Overlay Zone, and the Conservation and Open Space District. It is bounded on the north, west, and south by residences and on the east by Hinesburg Road and residences. Access: The applicant has revised his previous plans to utilize the r.o.w. over the McIlvane property to connect this development with Hinesburg Road. Access is proposed to be provided to phase one via a city street from Hinesburg Road, intersecting opposite Van Sicklen Road. Phase two of the development will connect the city street to Old Cross Road. Staff recommends that the access to Old Cross Road be given in dedication. The Official Map and the SEQ Map show a proposed city street which would be an extension of Old Cross Road. This proposed city street would cross through this property and intersect with Hinesburg Road opposite Van Sicklen Road. A link street would connect the Old Cross extension road to Butler Farms. The largest cluster of the multi -family buildings would have two (2) curb cuts on the Old Cross Road extension. The multi -family buildings #1, #2, and #3 are proposed to have six individual driveways onto Old Cross Road extension. Staff recommends the access for buildings #143 should be combined into one curb cut. A curb cut to three multi- 2 DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING family buildings (U,V, and T) is proposed to be constructed at the time the Old Cross Road extension is complete. No single family lot would have access onto the Old Cross Road extension. A 30 foot r.o.w. is being reserved to provide access to an existing two (2) acre lot owned by Michael Marceau between lots #7 and #8. This access is noted on the plan. Lot size/Frontage: The preliminary plat application should include information on all lot sizes to ensure that all lots meet the minimum lot size and frontage requirements as well as any requested waivers. The preliminary plat submittal should include the approximate acreage of each proposed lot and a perimeter survey of the entire property. Density: The applicant is proposing to transfer density from the 44.82 acres of adjoining land to a 54.95 acre parcel and five (5) acre parcel resulting in a total acreage density of 104.77 acres. This results in a maximum density of 125 units (104.77 x 1.2 = 125.724). A total of 124 units are proposed. The acreage of "development areas" as shown on the SEQ Zoning Map is unknown. The applicant should provide this information at preliminary plat in order to determine the maximum density allowable ( number of acres x 4units/acre = number of units). View Protection Zone: A major portion of this development lies within the Dorset Park View Protection Zone C. The preliminary plat submittal should include information on the maximum height of each of the lots and multi -family buildings. C.O. District/wetland buffer: A portion of this property lies within the C.O. District along drainage ways and around wetlands. This C.O. District/wetland buffer should be labeled. The lot lines for lots #17, 18, 19, 22, 23, and 24 should be adjusted so no portion of the lots project into the C.O. District. Restricted Area: Residential development is proposed in a SEQ restricted area. The Board may approve this proposal if the criteria of Section 6.606 of the Zoning Regulations are met. The applicant should be prepared to address these criteria. Staff recommends that the open space lot boundary along lots #3 - #7 be moved westerly to meet the zoning boundary line between the development area and the residential area so these lots will comply with the Zoning Regulations. Proposed City Street: The preliminary plat application should address the City's standards for streets and which streets are to be made public. The applicant should also address Sections 401.10)(2) and 401.1(k)(2) of the Subdivision Regulations with regards to the proposed public streets. School Impact: The applicant should submit correspondence from the South Burlington School District at preliminary plat evaluating the potential impact this project will have on the school system. Street Lights: The applicant should provide street lights along all public streets. DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Utilities: The preliminary plat application should include sewer & water main details as well as details of all proposed storm water facilities and sediment control. Landscaping: The preliminary plat submittal should include a detailed landscape plan for the multi -family units and street trees along all the proposed city streets. Impact Fees: The applicant should be aware that all impact fees will be applicable to the proposed new residences. Traffic: The preliminary plat submittal should include a traffic impact study. Sewer: The preliminary plat submittal should include a sewer allocation request Coverage/setbacks: The preliminary plat submittal should include building and overall coverage information for the multi -family lot. Setback requirements are met. Dumpsters: The applicant should note the type of screening for the dumpsters on the preliminary plat plan. Any dumpsters proposed for the multi -family units should be shown. Recreation path: The Recreation Path Committee reviewed these plans and submitted comments (see enclosed). Staff recommends that the applicant be responsible for construction of the bike path. The applicant is no longer proposing to construct a city street to connect to Old Cross Road. Staff recommends that in place of constructing this street, that the applicant construct a recreation path to Old Cross Road. Wetlands: The preliminary plat application should include wetland boundaries delineated by a wetland expert. Other: The open space and multi -family lots should be numbered. The plan should make provisions for mailbox clusters. The applicant should also clarify what is proposed for the existing two (2) acre parcel. If it is to be developed, the development must take place in the developable area. The minimum size of the proposed multi -family units should be noted on the preliminary plat application. Staff requests typical elevations of the proposed multi -family units at preliminary plat. The preliminary plat application should include street numbers. The preliminary plat survey should be stamped by a licensed surveyor and note base flood elevations. Section 412 of the Subdivision Regulations should also be addressed concerning preservation of site amenities such as trees, drainage ways, historic sites, and other features. Section 417(g) of the Subdivision Regulations should also be addressed concerning potential views and wildlife habitat. A report should be submitted addressing the PUD criteria under Section 26.151 of the Zoning Regulations. The preliminary plat plan should show the entire 99.77 acres involved in this P.R.D. M DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING 6) ACADIA REALTY TRUST — FINAL PLAT, 516 SHELBURNE ROAD This project consists of amending a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of: 1) razing a 114,771 square foot portion of the building, 2) constructing an 83,328 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building resulting in two (2) buildings with a total square footage of 98,970, 516 Shelburne Road. The Development Review Board reviewed the sketch plan for this property on July 24, 2001 (minutes enclosed). This property located at 516 Shelburne Road lies within the C 1 and C.O. Districts. It is bounded on the north by a retail building and restaurant, on the east by undeveloped land (currently proposed for development), on the south by the 1-189 off -ramp, and on the west by Shelburne Road. Access/circulation: Access is provided by one (1) 40 foot curb cut on Shelburne Road and a shared r.o.w. (Farrell Street) which runs along the north side of the property. Three (3) curb cuts are proposed on Farrell Street (formerly O'Dell Parkway). The applicant will be required to upgrade Farrell Street from Shelburne Road to the northeast corner of the property to City standards (including street lights). The design details for the upgrading should be the same as was approved for the O-Dell Parkway P.U.D. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 23.3% (maximum allowed is 30%). Overall coverage is being reduced from 92.8% to 86.5% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced from 75% to 36% (maximum allowed is 30%). The front yard coverage along Farrell Street will increase from 67.5% to 75% (maximum allowed is 30%). The Board may modify the front yard coverage along Farrell Street under Section 12.406(b) of the zoning regulations. Setback requirements are not being met for the addition. It is proposed to be 15 feet from the Farrell Street r.o.w. Farrell Street is designated as a future street which has a 40 foot setback requirement. The Board previously modified this setback requirement to 15 feet in their February 2000 approval (minutes enclosed). The modification of the standards was based on the elevations of the proposed addition which were deemed to provide strong pedestrian and human scale connection to the public street as recommended by the Design Review Committee. The applicant submitted elevations of the proposed addition. Material changes have been made and a height waiver is no longer requested. The proposed materials will be a rusticated block on the bottom level and clapboards on the upper level of the north fagade. The diversification of materials will help to break up this northern wall in much the same manner that the faux windows previously approved were intended to. Staff has no problem substituting the proposed elevations for the approved elevations on this fagade. Building Height: The proposed addition will not require a height waiver. 5 DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Parking: A total of 495 spaces are required and 486 spaces are provided including 19 handicapped spaces. This represents a 9 space or 1.8% shortfall. Staff does not have a problem with granting a waver for this parking shortfall. A bike rack is being provided as required. Landscapin&. The minimum landscaping requirement, based on building costs is $77,500 which is being met. Proposed plantings include: Maple, Ash, Pear, Birch, Spruce, Pine, Burning Bush, Spirea, and Yew Traffic: The applicant submitted a traffic impact analysis with the preliminary plat application. This study concluded that the reduction in overall size of the shopping center will result in zero (0) additional P.M. peak vtes. Sewer: This property is connected to the City of Burlington sewer system. Li tin : Exterior lighting consists of the following: - 10 250 watt metal halide lamps mounted on 23 foot poles - 16 250 watt metal halide lamps mounted on 23 foot poles - 13 100 watt building mounted metal halide The Director of Planning and Zoning has reviewed these lights and found them to be acceptable with the pole mounted lights. The Director recommends that the pole mounted lights be reduced to 20 feet in height. All lights must be downcasting and shielded. Any changes to the lights shall require approval of the Director prior to installation. Dumpster: All dumpster/compactor storage areas are labeled and screened. Other: Sound barrier fences are proposed between the loading areas of the shopping center and the adjacent residential area. 7)NEW ENGLAND1F'EDERAL CREDIT UNION— SITE PLAN APPLICATION. 1000 SHELBURNE ROAD Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west facade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 1000 Shelburne Road. Access/Circulation: Access is currently provided via two (2) curb cuts on Laurel Hill Drive. The eastern most curb cut is 27 feet in width while the western most curb cut is 10 feet in width. Under Section 26.103 of the Zoning Regulations only one curb cut is allowed per lot. The ten (10) foot wide curb cut was never approved. Front yard coverage is already being exceeded along Laurel Hill Drive. If the second curb cut is to be retained, improvements need to be made so that the degree of non -conformity is not increased. If this can be done staff recommends that the western most curb cut be tapered down to 20 feet in width by restoring the green area to the western most lip of the curb cut. The western most curb cut should then be labeled ingress only and the eastern most (the 10 foot) curb cut be labeled for egress only and appropriate signage erected and arrows painted in the parking lot. R DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Coverage/Setbacks: Building coverage will remain 17.49% (30% max). Total lot coverage will increase slightly to 61.91% (70% max). Front yard coverage on Shelburne Road will remain 26.7% (30% max). Front yard coverage on Laurel Hill Drive is proposed to be 54% (30% max). All setback requirements are not being met. The proposed canopy will met setback requirements. Parking: A total of 21 parking spaces are required and 35 are being provided including two (2) handicapped spaces as required. Other: The plans should be revised to note the location of the proposed canopy. The note on the plans "maximum allowable setback" should be changed to "minimum setback allowable". 8) & 9) SOUTH BURLINGTON REALTY CO. — SITE PLAN & CONDITIONAL USE, 2069 WILLISTON ROAD This project consists of amending a previously approved site plan for a 19,378 mixed commercial building. The amendment consists of adding standard restaurants, riot including fast food and taverns, night clubs and private clubs, to the uses allowed at 2069 Williston Road. This property located at 2069 Williston Road lies within the IC District. It is bounded on the north by Williston Road, on the west by a mixed used commercial building and medical office, on the east by two (2) commercial buildings and on the south by undeveloped land. The applicant is requesting to add the following two (2) uses to the previously approved list of approved uses for the multi -tenant building. The proposed uses are: 1) standard restaurants, not including fast food, and 2) taverns, night clubs and private clubs. This request is being made with the provision that all the uses in the building would not require more than 81 parking spaces, would not generate more than 3500 gpd in sewer demand and would not generate more than 96.6 P.M. peak hour trip ends. The reason for this type of request is so that the applicant can have the flexibility of changing tenants whose uses fall within the approved sewer, traffic and parking limits without having to return to the Development Review Board each time. When a use is to be changed, the applicant would contact the Director of Planning & Zoning and he/she would review the existing and proposed uses to make certain that it does not exceed the upper limits approved by the Development Review Board. The permitted and conditional uses in the IC District approved and proposed are as follows: ►l DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Permitted Uses 15.101 General Office 15.102 Medical Office 15.112 Catering and food delivery use Conditional Uses 15.208 Indoor recreational facilities 15.210 Retail business (excluding shopping centers, supermarkets, department Stores and discount stores) 15.212 Standard restaurants, not including fast food 15.213 Bakery and delicatessen restaurants 15.214 Taverns, night clubs and private clubs 15.224 Personal service Access/circulation: Access is via a 30 foot wide shared curb cut with the property to the east. The legal agreement for this shared driveway has been in effect since 1982. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 22.6% (maximum allowed is 30%). Overall coverage is 66.9% (maximum allowed is 70%). Front yard coverage is 26.6% (maximum allowed is 30%). The front yard coverage calculation takes into account the proposed widening of Williston Road. Setback requirements are met. Parking_ A total of 81 parking spaces including four (4) handicapped spaces and a bike rack are being provided. No combination of uses would be allowed which exceeds this limit without approval from the Development Review Board. Landscaping: No additional landscaping required or recommended. Traffic: This property is located in Traffic Overlay Zone 5 which would allow this property to generate 96.6 vehicle trip ends (vte's) during the P.M. peak hour. No combination of uses would be allowed which exceeds this limit. Sewer: The property is approved for 3500 gpd of sewer allocation. Any increase in sewer allocation would have to be approved by the Board. DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING 10) DOUGLAS — 2 LOT SUBDIVISION - SKETCH PLAN, 40 BIRCH STREET Sketch plan application #SD-01-43 of Carol J. Douglas to subdivide a .66 acre lot into two (2) lots: 1) lot one a .32 acre lot, and 2) lot two a .34 acre lot, 40 Birch Street. Access/Circulation: The applicant should revise the plans to note how access will be provide to lot #2. The requirements of Section 26.20 of the Zoning Regulations will need to be met. A 20 foot right-of-way will be required to serve lot#2. The r.o.w. should remain private and be privately maintained. Lot Size/Frontage: The minimum lot size requirements are being met for single-family dwelling units. Minimum frontage requirements are not being met because one lot has no frontage. Coverage/Setbacks: The applicant should illustrate the existing and proposed building footprints on the final plat application. Sewer: A sewer allocation request should be submitted at final plat. Landscaping; The applicant should be aware that two (2) street trees will be required for each new lot created. 11) & 12) INDEPENDENT WIRELESS ONE LEASED REALTY CORP. TOWER ALTERATIONS - SITE PLAN & CONDITIONAL USE, 70 JOY DRIVE This project consists of a site plan and a conditional use application to amend a site plan for a tower 368 feet in height. The amendment consists of installing three (3) 64"x 10.6"x 2.7" antennas on the existing WJOY tower at an elevation of 140 feet, 70'Joy Drive. This property is located within the Commercial Two and Conservation/Open Space Districts. It is bounded on the north by a right-of-way, on the west by Joy Drive and a commercial lot, on the east by vacant land, and on the south by Interstate I89. Site Plan Criteria: Coverage/Setbacks: No effect expected. Conditional Use Criteria: The proposed project complies with the stated purpose of the Commercial Two District to "encourage general commercial activity." The proposed use will not adversely affect: a) the capacity of existing or planned community facilities. No effect expected. b) the character of the area affected. No adverse effect is expected. E DEVELOPMENT REVIEW BOARD MEN10 AUGUST 21, 2001 MEETING c) traffic on roads or highways in the vicinity. The proposed use is not expected to affect traffic. d) bylaws in effect. The proposal is in conformance with the zoning regulations. e) utilization of renewable energy resources. There is no utilization of renewable energy resources to be affected. f) general public health and welfare. No adverse effect expected. AIEIM® South Burly `on FJaa aa,-, & Zoning To: South Burlington Development Review Board From: Juli Beth Hoover, AICP Director of Planning & Zoning RE: planning Commission Meeting on SEQ Roads Date: Friday, August 17, 2001 I would like to give you all a summary of this past Tuesday's Planning Commission meeting on SEQ roads, paths, and open space connections. The meeting was very well attended and very productive. We were all pleased that Mike Munson, Williston's town planner, attended and participated in the meeting. I would summarize the major "consensus items" as follows: 1. NO road connection of Van Sicklen Road to Old Cross Road at this time. The group's consensus was that while it is prudent for the City to reserve such rights - of -way as would be needed to connect Old Cross Road to Hinesburg Road through the Marceau Meadows subdivision, it was NOT desirable to connect these roads at this time. There is serious objection to creating such a direct connection across the SEQ, past plans and the official map notwithstanding. There is more support for connecting the north -south roads with circuitous routes through neighborhoods, as discussed below. Incidentally Mike Munson said that Williston would "object less strenuously" to development near 'Van Sicklen Road if this connection is not made. 2. Four-way intersection for Marceau Meadows Road at Van SicldenAffinesburg. It was the consensus of the group that for the Marceau Meadows project, creating a four-way (90 degree) intersection for the Marceau Meadows road with Van Sicklen Road and Hinesburg Road is vastly preferable from a safety and traffic control standpoint. 3. Interconnect neighborhoods with neighborhood -scaled roads. There was strong consensus that it is appropriate to connect new and existing neighborhoods with what one might describe as "neighborhood scaled" roads. The feeling might be summed up as "Make it possible for traffic to get from Butler Farms to the Cider Mill, but don't make it probable that traffic will drive that way." One angle the DRB might consider is using the City's street standards to "right - scale" the roads in the subdivisions. The City's street standards provide for standard residential/commercial/industrial streets with curbing and 15 foot paved travel lanes. They also provide for "low density residential" streets with 12 foot paved ravel lanes and no curbing. For connector locations where sewer lines do not need to be run, and the purpose is simply to provide local roadway 1 Pffivo SOU& _J'fMn 1yJanMAI g & ZOMng connections, roads built to the low density residential standards might be an appropriate way to make connections without encouraging high -volume, high- speed through traffic. 4. Work Ito create larger open space blocks without a bisecting a®ad. There was less consensus on the best course of action for the proposed open space areas for the Marceau Meadows and Chittenden proposals. There is a right of way that could be used to create a road between Dorset Street and Hinesburg Road through the Chittenden property. Some believe this would be beneficial as it would create a Dorset -Hinesburg connection without funneling traffic onto Van Sicklen Road. The downsides to this proposal are that the intersection F,vith that right -of way and Van Siclden is extremely poor for traffic safety, and that this road would bisect a large area of usable agricultural land. The Planning Commission's general feeling is that creating a large, contiguous block of conserved open space is preferable to having a connector road go through. There is more support for finding a way to connect the Chittenden project to the Marceau Meadows roadway network --or at least reserving the potential to do so in the future --rather than splitting the open space area. 5. Support completion of Swift. Siireet Extension as the major east -west road, with oniv local connector roads south of it. There was substantial agreement among the Planning Commission and the group attending that the Swift Street Extension is far and away the most appropriate and effective cross-town connector that could be made. The feeling is that the City should focus on making roads "neighborhood -scaled" south of Swift Street, and keep the higher volume traffic to Swift Street and points north. This is very consistent with the Comprehensive Plan. 5. Suyvvort a new interstate interchange at Hinesburg Road. The Commission and public both strongly favored creating a new "Exit 12.5" as a good way to relieve pressure on Van Sidden and other SEQ roads. The current administration in Montpelier has put a hold on any new interstate interchanges with the stated intent of preventing sprawl. A counter -argument, which the Planning Commission and the public supported, is that improving interstate access would relieve pressure on Van Sicklen Road that detracts from the open space character of the SEQ. It is clear that having an interchange would allow much easier use of the interstate to get to Williston, where currently Van Sicklen is the only alternative to the DorseMnesburg to Kennedy to Exit 14 route. both Williston and South Burlington support creation of this exit and are pressing Vtrans to begin scoping. 1 1 1 \ I \ / I \ I / i \ 1 1 1 1 I I T I I I I I I m CB IXmm IX 8W LAUREL HLL DRIVE rn , IXa m 1 1 I SITE COVERAGE INFORMATION ZONING DISTRICT: COMMERCIAL 1 PROPOSED COVERAGE MAXIMUM ALLOWABLE COVERAGE LOT SIZE 69 ACRES (30.056 SF) TOTAL BUILDING COVERAGE I7.49X 3OX (INCLUDES BUILDING & PORCH) (5256 SF) TOTAL LOT COVERAGE 61.91X 70% (INCLUDES BUILDING. PARING LOT. (18.609 SF) CURB h SIDEWALKS) FRONT YARD COVERAGE (INCLUDES PORTION OF EXISTING BUILDING LAUREL HILL DRIVE 541OX 30% SHELBURNE ROAD 26.7 30% !_ _____ ---- - - - - -, I _ I I � — I I f ! 1 C491SHG PAVED PAR101G I ' DOH — M TRUST A OM L HANDY, TRUSTEES GRAPHIC SCALE i (IIrwr) — L ,mh — ec Z SETBACK INFORMATION SETBACKS Pim-EXISTING CONDITION MAXIMUM ALLOWABLE SETBACK FRONT YARD: SFELEIURNE ROAD 35' 50, LAUREL HILL DRIVE 25' 40' SIDE YARD 15, 15' REAR YARD 148' 30 TOTAL PARKING SPACES .0 35 SPACES I 'A" ,r. L. =W D. CALARCO ' CITY OF SOUTH BU LINGTON SCHOOL DISTRICT 1 I RECEIVED JUL 13 2ty City of So. Burlington LEGEND COSTING CONTOUR PROPERTY LINE UE UNDERGROUND ELECTRIC OW OVERHEAD ELECTRIC W MNTER LINE T TELEPHONE LSE G GAS LINE s SEWER LINE SD STORY WATER SDH PIN ® SEVIER MANHOLE p ElE7CTIC METERS O GROUND LIGHT HYDRANT O SHUT --OFF •o, POWER POLE ■ CATCH BASIN ROAD SIGN Y MAL DROP BON( LIGHT POLE too O V1 ® DECIDUOUS TREE C CONIFEROUS TREE HEDGE ........w..........-.. —o—c— FENCE PLANTER STONE WALL No Text To: Applicants From: Sarah MacCallum, City of South Burlington RE: Project Staff Notes Date: August 10, 2001 SP-01-40 Site Plan Application —Canopies & Parking Modifications,1000 Shelburne Road Previous Action: Administrative Site Plan Approval November 13, 1984. Overview: Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct on awning on the west fagade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 100 Shelburne Road. Issues: ■ The plans should be revised to note the location of the proposed canopy. ■ The note on the plans "maximum allowable setback" should be changed to "minimum setback allowable". ■ Under Section 26.103 of the Zoning Regulations only one curb cut is allowed per lot. The ten (10) foot wide curb cut was never approved. Front yard coverage is already being exceeded along Laurel Hill Drive. If the second curb cut is to be retained, improvements need to be made so that the degree of non -conformity is not increased. If this can be done staff recommends that the western most curb cut be tapered down to 20 feet in width by restoring the green area to the western most lip of the curb cut. The western most curb cut should then be labeled ingress only and the eastern most (the 10 foot) curb cut be labeled for egress only and appropriate signage erected and arrows painted in the parking lot. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the sketch plan application with the exceptions noted above. Additional information should be submitted no later than August 15, 2001. Recommendation: Staff recommends that this application be authorized to proceed for sketch plan consideration at the August 21, 2001 meeting. CITY OR SOUTH BURLING` ON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 15, 2001 Mr. Thomas Palmer 141 Harvest Lane Williston, Vermont 05495 Re: Site Plan Application 1000 Shelburne Road Dear Mr. Palmer: Enclosed is the agenda for next Tuesday's Development Review Board meeting, and my comments. Please be sure that someone is at the meeting on Tuesday, August 21, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. SincerePy, Raymond J. Belair Administrative Officer Encl./td CC: Civil Engineering CITY OF SOUTH BURLI TGTON DEPARTMENT OF PLANNE"4G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 15, 2001 Civil Engineering Associates 928 Falls Road Shelburne, Vermont 05482 Re: Site Plan Application 1000 Shelburne Road Dear Sir: Enclosed is the agenda for next Tuesday's Development Review Board meeting, and my comments. Please be sure that someone is at the meeting on Tuesday, August 21, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerel , "''v Raymond J. Belair Administrative Officer Encl./td y i2� or 2s6s��f- New England Federal Credit Union City of South Burlington Depart of Planning and Zoning 575 Dorset Street South Burlington, Vt. 05403 August 9, 2001 Dear Sarah, Enclosed are documents I received from the precious owners (Vermont CU League). If you should need more information above the curb cut do not hesitate to call Paulette Bergeron at 863-7848 ext. 102. Thank you, very much for your assistance and we are looking forward in getting the awning installed as soon as possible. Sincerely Thomas Palmer Maintenance Coordinator 141 Harvest Lane Williston, Vt. 05495-0527 Administrative Office: Mailing Address: Branch Offices: Internet Address: nefcu.com 141 Harvest Lane, Williston, Vermont 05495 P.O. Box 527, Williston, Vermont 05495-0527 74 Pearl Street, Essex Junction, Vermont 141 Harvest Lane, Williston, Vermont IBM Building 969, Essex Junction, Vermont IBM Building 862, Williston, Vermont FAHC, MCHV Campus, Engineering 405, Burlington, Vermont 1000 Shelburne Road, South Burlington, Vermont 802/879-8790 802/879-2452 802/879-8790 802/764-1115 802/764-1124 802/847-3984 802/878-6230 Jul 30 01 11:29a Vermont CU League 802-864-4391 p.2 October 8, 1984 Mr. William Szymanski, Manager city of South Burlington 575 Dorset Street South Burlington, VT 05401 Dear Mr. Szymanalci, The Vermont Credit Union League is in the process of making plans to expand the present narking area at 1000 Shelburne Road in South Burlington. Enclosed you will find a rough diagram of the proposed expansion. It was recommended that we submit this to you before we proceed with the actual Improvement. The present parking area is approximately 100'x .94' ; it is bordered on the south by the parking lot of the Redwood Motel. Behind it is a grassy area of approximately 100'x 84'; it is also bordered by the Redwood Motel parking lot on the south, and a residential property on the east; there is a curb cut already in existence. The entire perimeter on the east and south has a 7' chain link fence as well as a 7' hedge on the entire east side and along the south of the existing parking lot. There is a catch hhain connected to a storm drain in the existing parking lot. On the south side, the Redwood Motel's parking lot comes right ur to the fence and hedge. We are hoping to approximately double the size of the present parking lot, leaving a 15'-20' buffer on the east side bordering the 7' fence and hedge. There will also be approximately a 20' wide drive -through in the fence to connect the Redwood Motel parking lot to the new parking lot. The entire parking area will be approximately 10O'x 128', graded so as to provide water drainage through the existing catch basin. Due to the lateness of the season, we are hoping to grade and gravel the new area this fall, allowing to settle completely before final paving in the. spring of 1985. Of course, since the weather changes rapidly at this time of year, we are hoping to hear f ram you soon so that we can proceed as soon as possible. If there is any further information I can provide you with please feel free to contact me. Thank you very much for your assistance and we look forward to hearing from you at your earliest convenience. Sincerely, Joseph G. Bergeron President JG'B/ck Enclosure Jul 30 01 11:30a 'I I i J� n� Qi ti � I i S Q i Vermont CU League /VO.erl /YEN' f'�4•P.F'rN G A.PE.4 E X fJ7 NG '04-e-r/M9 AR44 �' Exrsr n �s a C-s L ear of N 802-864-4391 -7'Fc 1,ce h� VZO �lrwoc+� mot8 i Pink'",� p.3 Jul 30 01 11:30a Vermont CU League 802-864-4391 p.4 PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 November 13, 1984 Joseph G. Bergeron Vermont Credit Union League 1000 Shelburne Road South Burlington, Vermont 05401 Dear Joe: ZONING ADMINISTRATOR 658.7958 I hve reviewed the plan for the parking lot expansion prepared by Beaudin and Associates and dated October 29, 1984, and find that it meets the City's requirements for setbacks, buffers, and park- ing space and aisle dimensions. As we discussed, any plans for shared parking with the Redwood Motel will be considered separately, if and when you propose it. Please call me if you have any questions. S incerely, i Jane S. Bechtel, City Planner JSB/mcg Jul 30 01 11:30a Vermont CU League 802-864-4391 p.5 LAW OFFICES WILLIAM E. MIKELL 209 BATTERY STREET P. O. BOX 587 BURLINGTON, VERMONT OS402 November 8, 1984 Mr. Gregory Premo 184 Laurel Hill Drive South Burlington, Vermont 05401 Re: Additional parking in adjacent lot Dear Greg; AREA COOE 802 TEL. 658-3337 I contacted the South Burlington Zoning Department concerning the use of a joint parking lot with the adjacent landowner. I was advised that the owner of the Credit business is going to submit the matter to the Planning Commission for Site Plan Approval. There do not appear to be any legal obstacles to approval by the Commission. There must be a fifteen foot buffer strip between commercial property and residential property, but no buffer is necessary between two commercial lots. By law, the Planning Commission is limited to consideration of the following criteria in considering Site Plan Approval: adequacy of traffic access; circulation and parking; and landscaping and screening (24 VSA 4407 (5)). Hope this is of assistance. Very truly yours, LAW OFFICES OF WILLIAM E. MIKELL An/arew Mikell, Esq. ADM/ 1t L4-60 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 9, 1999 John Dwyer, Jr. Senior Vice President New England Federal Credit Union P.O. Box 527 Williston, Vermont 05495 Re: Access Modification, 1000 Shelburne Road Dear Mr. Dwyer: It has come to my attention that you might be planning on closing the access drive between your property at 1000 Shelburne Road and the adjacent Super 8 Motel property. Please be advised that approval for this change would have to first be obtained from the Planning Commission. The Commission would have to approve this change because it involves access which comes under their jurisdiction. If you do wish to pursue this change to your site plan, please contact me and I will assist you through the review process. If you have any questions, please feel free to contact me. Sincerely, Raymond J. Belair, Zoning & Planning Assistant RJB/mcp 03 REALTOf Jane Bechtel City Planner City Hall Building; 575 Dorset St So. Burlington,VT 05401 Dear Ms Bechtel: LOUIS D. CALARCO, Realtor Real Estate Counselor — Appraiser 11 Laurel Hill Drive • So. Burlington, Vt. 05401 JbMXY4W2XW5 862-2728 Sep 10,1984- Subject: Request for notification of any application for zoneing variance or permit to change existing Building or land at 1000 Shelburne Road,South Burlington,VT This will confirm our verbal discussion with refrence to subject above. Since My property at 11 Laurel Hill Dr joins the subject property(1000 Shelburne Rd) I request that I be advised when and if there should be any request by the present owner or future owner of subject above,to make a change tte his land or Building. Thank you very much for doing this for me. Sincerley, Louis D. Calarco Adjacent Property Owner ldc e Da to Rece ived By 000 t 9 Date Application Completed and Received By BY CITY OF SOUTH BURLING`i'ON APPLICATION FOR SITE PLAN REVILIV 1) NAME, ADDRESS, AND PHONE NUMBER OF: (a) Owner of Record Antonio Pomerleau, P.O. }fox 6,_Burlington, VI 05402 _ (b) Applicant Vermont Credit Union League, 1000 Shelburne Road,_ Services Corporation South Burlington, Vermont 05401 (c) Contact Person Joseph G. Bergeron, Executive Secretary 2) PROJECT STREET ADDRESS: 1000 Shelburne Road 3) PROPOSED USE : Parking tc&A -A S 9L44 ,n-5-tx-�ny 4) SIZE OF PROJECT (i.e., # of units, floor area, etc.) New Parking Lgt - approximately 7500 square feet 5) NUMBER OF EMPLOYEES (full & part time) 3 2 for V C, U„�_ 15 total for building 6) COST ESTIMATES: (a) Buildings -- (b) Landscaping— (c) All Other Site Improvements (i.e., curb work) Parking lot expansion, approximately $13,500 7) ESTIMATED PROJECT COMPLETION DATE Excavation, grading + base by 11/15 final paving in early Spring 8) ESTIMATED AVERAGE DAILY TRAFFIC (in & out) 30 vehicles 9) PEAK HOUR (S) OF OPERATION 12 Noon to 1 : 0 0 p.m. 10) PEAK DAYS OF OPERATION Monday and Friday 10/18/84 MATE sTi N� 4 F °, , cs; PLANNER 658-7955 i City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 May 10, 1985 Mr. Louis Calarco 11 Laurel Hill Drive South Burlington, Vermont 05401 Dear Lou: ZONING ADMINISTRATOR 658-7958 Confirming our discussion the last couple days regarding the additional parking area at Vermont Credit Union. Having discussed the use of the lot jointly by the Redwood Motel and Vermont Credit Union with Ms. Jane Bechtel we feel that this use would be accept- able providing certain conditions are, met. Mr.Bergeron •informs us that the lot will be blacktopped with bumpers installed along the edge near your property line. That the buffer strip will be maintained and that a fence will be erected. That a policy will be established between Mr. Premo and Vermont Credit Union which will control the parking of commercial vehicles. With these conditions applied to the use of the parking lot we feel no further problems should occur. We request that you monitor the activity and that if you should have other concerns that we be informed. Very truly, Richard Ward, Zoning Administrative Officer RW/mcg 1 uuu Sneuurne hOW, W. bUI III lyLUI 1, V 1. W40 1 OUL-00, -I t}L+O aw VeRMONT CReDIT UNION LeEIGM INC. G i October 8, 1984 Mr. William Szymanski, Manager City of South Burlington 575 Dorset Street South Burlington, VT 05401 Dear Mr. Szymanski, RECEIVED OCT 10 1984 MANAGER'S OFFIC, CITY SO. SURLINGrON The Vermont Credit Union League is in the process of making plans to expand the present parking area at 1000 Shelburne Road in South Burlington. Enclosed you will find a rough diagram of the proposed expansion. It was recommended that we submit this to you before we proceed with the actual improvement. The present parking area is approximately 100'x 84' ; it is bordered on the south by the parking lot of the Redwood Motel. Behind it is a grassy area of approximately 100'x 84'; it is also bordered by the Redwood Motel parking lot on the south, and a residential property on the east; there is a curb cut already in existence. The entire perimeter on the east and south has a 7' chain link fence as well as a 7' hedge on the entire east side and along the south of the existing parking lot. There is a catch basin connected to a storm drain in the existing parking lot. On the south side, the Redwood Motel's parking lot comes right up to the fence and hedge. We are hoping to approximately double the size of the present parking lot, leaving a 15'-20' buffer on the east side bordering the 7' fence and hedge. There will also be approximately a 20' wide drive —through in the fence to connect the Redwood Motel parking lot to the new parking lot. The entire parking area will be approximately 100'x 128', graded so as to provide water drainage through the existing catch basin. Due to the lateness of the selfson, we are hoping to grade and gravel the new area this fall, allowing to settle completely before final paving in the spring of 1985. Of course, since the weather changes rapidly at this time of year, we are hoping to hear from you soon so that we can proceed as soon as possible. If there is any further information I can provide you with please feel free to contact me. Thank you very much for your assistance and we look forward to hearing from you at your earliest convenience. JGB/ck A Bergengren Legacy ENT' Si ce re ly , Joseph G. Bergeron President h Credit Union National Association, Inc. r t lu i �t `° Y I Ae w f'A.,fA 1r/y 6 �J.�E.4 a 1 r ,eeetr o+ wu�K Iclb�""� /BOO O S h ' 1 r May 2, 1985 Mr. Joseph G. Bergeron Vermont Credit Union 1000 Shelburne Road South Burlington, Vermont 05401 Dear Joe: On November 13, 1984 approval was granted you to construct an additional parking area to the rear of your building. Ms. Bechtel informed you that should any proposal be considered to share parking with the Redwood Motel, that we would review any proposal at that time. Enclosed is a letter from Mr. Calarco of 11 Laurel Hill Drive which seems to indicate that the parking area is used for the parking of large commercial vehicles. This being the case, we would be in- terested in your intent, please contact this office in order to discuss this matter. Very truly, Richard Ward, Zoning Administrative Officer RW/mcg 1 Enc1 PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 November 13, 1984 Joseph G. Bergeron Vermont Credit Union League 1000 Shelburne Road South Burlington, Vermont 05401 ZONING ADMINISTRATOR 658-7958 Dear Joe: I h-v-e,reviewed the plan for the parking lot expansion prepared by Beaudin and Associates and dated October 29, 1984, and find that it meets the City's requirements for setbacks, buffers, and park- ing space and aisle dimensions. As we discussed, any plans for shared parking with the Redwood Motel will be considered separately, if and when you propose it. Please call me if you have any questions. Sincerely, Jane S. Bechtel, City Planner JSB/mcg May 9, 1985 Mr. Joseph G. Bergeron Vermont Credit Union 1000 Shelburne Road South Burlington, Vermont 05401 Dear Joe: This letter will confirm our conversation of this date regarding the concerns of Mr. Calarco. As you are aware a fifteen (15) foot buffer must be maintained along your easterly property line. In addition the buffer must be landscaped to provide a screen. I understand that the lot will be blacktopped with a bumper along the edge. In addition a fence will be erected along the easterly property line, the type to be agreed upon jointly. The use of the lot for parking of commercial trucks will be re- stricted to a certain location away from the easterly property line. A policy will be established between you and the Redwood. Hopefully the use of the lot will be controlled in order to prevent any further problems with the residents on Laurel Hill Drive. Should we receive any further complaints they will be passed on to you. Thanks for your cooperation. very truly, Richard Ward, Zoning Administrative Officer RW/mcg VeRMONT CReDIT UNION LeaGUe, INC. m 0 1000 Shelburne Road, So. Burlington, Vt. 05401 •802-863-7848 November 17, 1984 Jane S. Bechtel City Planner City of South Burlington 575 Dorset Street South Burlington, VT 05401 Dear Jane, Thank you very much for working with us on our parking lot plans. We appreciate your support. It was a pleasure working with you and we look forward to doing so again. We'll keep you posted on any further developments. Sincerely, Joseph G. Bergeron President JGB/pmb A Bergengren Legacy: Affiliated with Credit Union National Association, Inc. City of So Burlington,VT City Hall Dorset St South Burlington,VT 05401 ATTN: Richard Ward Zoning Admisitrator ,Dear Sir: �^ Sometime last Nov.1984 a request for a zoning change (extension of parking for Redwood motel) was granted to Vermont Credit Union Leeque Services Corp Since that time the parking area was used for parking of large commercial trailer trucks,refrigerator trucks,chemical trucks and other heavy vehicles. Therfore,as the abuting property owner most affected I wish to file a formal complaint and a request for review of the "use" of the parking area in accord- ance with So Burlington Zoning regulations. Some of my reasons are listed below. 1. Non comformance with "permitted use" of the zoning variance/approval as presented at a brief informal meeting I attended with representatives of the Planning and zoning offices late in 1984. 2. Non conformance with the required buffer strip of 15 feet from my property line.Also failure to properly maintain and supervise the use of the Buffer strip or parking area by the land owner or land rentor (Redwood Motel). If the motel is not in fact paying rent then the motel owner should be required to assume the resonsibility for the arm he is using exclusivle,y. 3. Adverse affect on residential property include,pdtehtiAl saftey hazards, excessive noise,dust,fumes,odors,as well as public health hazards. 4 Unreasonable and perhaps unlawful restriction of adeqaute light and clean air to adjoining residential property. 5. The undue concentration of heavy diesel vehicles so as to cause excessive viberation,noise levels that are too high and air pollutants that allow or create a health hazard for residents in the adjoining property. Please advise what action the city will take to correct the situation that has resulted from the zoning action last year. Yi r Lo i s D`.'WCalcow 11 Laurel Hill Dr So Burlington,VT 05401 (Adjacent property owner) September 9, 1985 Mr. Greg Premo Redwood Best Western 1016 Shelburne Road South Burlington, Vermont 05401 Dear Greg: Sometime ago Mr. Louis Calarco filed a complaint with Mr. William Szymanski, City Manager regarding the use of the parking lot of Vermont Credit Union by your customers. The nature of the complaint was that the use of the lot for parking trucks violates zoning regulations. The complaint was investigated by the City Attorney, his findings were that it does not violate any zoning provisions. However, his recommendation was that the Redwood should be encouraged to park the trucks as far away from the Calarco residence as possible. By means of this letter we request that you consider this recommendation in order to prevent any future problems. Thank you for your consideration in this matter. Very truly, Richard Ward, zoning Administrative Officer RW/mcg SMOKES, FOLEY & STITZEL ATTORNEYS AT LAW 184 SOUTH WINOOSKI AVENUE R. 0. BOX 986 BURLINGTON, VERMONT 05402-0986 RICHARD A. SPOKES (802) 862-6451 JAMES D. FOLEY (802) 863-2857 STEVEN F. STITZEL ISAAC N. P. STOKES SUSAN L. BOYLE COUNSEL August 29, 1985 Mr. William Szymanski City Manager 575 Dorset Street South Burlington, VT 05401 Re: Calarco Zoning Complaint Dear Bill: Sue Boyle from my office met with Dick Ward and Jane Bechtel in regard to Mr. Calarco's concerns. It is the opinion of this group that the Redwood Motel's use of the Vermont Credit Union parking lot does not violate any provisions of the City's zoning regulations. It is apparent from inspections of the premises, however, that trucks tend to park closer to the Calarco residence than the Vermont Credit Union Building. We feel that trucks should be encouraged by the Redwood to park as far away from the Calarco residence as possible. Thus, I would recommend that you contact Greg Premo, and see if Greg can help alleviate Mr. Carlarco's concerns. Very truly yours, a Richard A. Spokes RAS:mil Enclosure-Calarco Photographs CC: Richard Ward Jane Bechtel 0 -- SC) d J tC- -r �ro PcYJ`f aX AKS� U�ekJ welt" 1 J� Hill urn re 5�°�b4at NO-tC S �Ylt� DY2.t ►� l s NeY f QI I{ #,�i1h o Si S -r-rtt fi z 1 s u cv � 1s �- b Kc v P c�Kir►v►� �ezV `i �2a�tiS hes4y one T6 ivr,( t-'�t1I Dv ozs S.C-4c``'' )j.e e v. Y e vt c a �U s.! hn"t"-1 �JU+ d PrGC-AA ). Zw h ��✓c✓ vv< VC? ✓I�� i3a5� u4wo , (2 uZ ie p Y plus-Cv✓cKS 00 ftte QL�� 1H� r �J1� �►� pyzrb��. `� ` SeAL dA-ev, '�6t+'S o rod f Yevt+c-� % YJGK_ ak, We.3 0 M-e . .•� -a �tni r,i -J& q %A ►AN 44 r .�� T91n101"t "glii .— I array 04 -a 1MA (� 1,w la S ,y .,.%4M-a �.a�►n.1 Sa,n ►7 w1naJ-) r►,��p new 'f� h� (� _ . -p N? y fI►OvMQ 44 n NQ LIPAt %Al%^a -t.y v'r-tJ PJV — w�A�� �W Nnn 7 In 4`1 'i Yv c vC a-- y k za s 1 s Zrc (nt5,ht✓ t'L. e T k 'Cra c K ''Y r la v. n� u b,ciu. I 's rl'e 6�Y Yuv` � 1�►vurr �� f,h t v►��� e d fi WPJ-t War+ �S V--a#At, cril hies) 1 v►'i"a -m a h o us c _ Nct 14v w,zvA 0 / -- a v+Ot'�'cY -e. X a w i le y + t �C,,,M bcv �'�✓cKs. 0 'rG V., . eZr bvr+i c �'Y�► R.eh l jtY j-+q, i'rM C V. atav� d"ik 2.KCesS� Weill h"r Lr i �S 4 1 , w 4y 0,V. z— Q4e-v hvmeS `►� ,t'k 1 S '* N C c h y � n n-i�r✓ �c�e� dc�� �►zve �,s View Nw�( v �- 5 c &41 e "Vme. utK d��tfe�s • A w+d �` �-� oI(Lr �— SPOKES, FOLEY & STITZEL ATTORNEYS AT LAW 184 SOUTH WINOOSKI AVENUE P. 0. BOX 986 BURLINGTON, VERMONT 05402-0986 RICHARO A. SPOKES (802) 862-6451 JAMES O. FOLEY (802) 863-2857 STEVEN F. STITZEL ISAAC N. P. STOKES SUSAN L. BOYLE COUNSEL August 29, 1985 Mr. William Szymanski City Manager 575 Dorset Street South Burlington, VT 05401 Re: Calarco Zoning Complaint Dear Bill: Sue Boyle from my office met with Dick Ward and Jane Bechtel in regard to Mr. Calarco's concerns. It is the opinion of this group that the Redwood Motel's use of the Vermont Credit Union parking lot does not violate any provisions of the City's zoning regulations. It is apparent from inspections of the premises, however, that trucks tend to park closer to the Calarco residence than the Vermont Credit Union Building. We feel that trucks should be encouraged by the Redwood to park as far away from the Calarco residence as possible. Thus, I would recommend that you contact Greg Premo, and see if Greg can help alleviate Mr. Carlarco's concerns. Very truly yours, Richard A. Spokes RAS:mil Enclosure-Calarco Photographs cc: Richard Ward Jane Bechtel, PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 May 10, 1985 Mr. Louis Calarco ll Laurel Hill Dr7e South Burlington, Vermont 05401 Dear Lou: ZONING ADMINISTRATOR 658-7958 Confirming our discussion the last couple days regarding the additional parking area at Vermont Credit Union. Having discussed the use of the lot jointly by the Redwood Motel and Vermont Credit Union with Ms. Jane Bechtel we feel that this use would be accept- able providing certain conditions are met. Mr.Bergeron informs us that the lot will be blacktopped with bumpers installed along the edge near your property line. That the buffer strip will be maintained and that a fence will be erected. That a policy will be established between Mr. Premo and Vermont Credit Union which will controlthe parking of commercial vehicles. With these conditions applied to the use of the parking lot we feel no further problems should occur. We request that you monitor the activity and that if you should have other concerns that we be informed. Very truly. J Richard Ward, Zoning Administrative Officer RW/mcg SEPTEMBER 17, 1985 JOSEPH G. RERGERON VERMONT CREDIT UNION LEAGUE 1000 SHELBURNE ROAD SO- BURLINGTON, VT 05401 REF: LETTER OF MAY 10, L985 FROM CITY OF SO- BURLINGTON ON PARKING OF COMMERCIAL VEHICLES (COPY ATTACHED) DEAR MR- BERGERON: IN ACCORDANCE WITH REFERENCED LETTER, I HAVE BEEN MONITORING THE PARKING OF VEHICLES IN YOUR PARKING LOT BY MOTEL GUESTS SINCE MAY 10, 1985- IN FACT THE PARKING OF AUTOS AND COMMERCIAL TRUCKS BY MOTEL GUESTS HAS BEEN GOING ON SINCE NOVEMBER 13, 1984- I AM NOW VERY CONCERNED, SINCE PARKING OF COMMERCIAL TRAILER TRACKS HAS NOT BEEN, AND APPARENTLY WILL NOT BE, CONTROLLED AS REQUIRED BY THE CONDITIONS STATED IN THE MAY 10, 1985 ZONING OFFICE LETTER - ON THE NIGHT OF SEPTEMBER 16, 1985 A LARGE COMMERCIAL DIESEL TRAILER TRUCK (WILLIAMS) WITH REFRIGERATOR UNIT PARKED NEAR MY HOUSE- IT WAS IMPOSSIBLE TO SLEEP DUE TO THE CONSTANT NOISE FROM THE MOTOR- I WAS FORCED TO CALL THE SOUTH BURLINGTON POLICE FOR ASSISTANCE- YOU MAY ALSO WISH TO KNOW THAT THE POLICE HAVE RESPONDED SEVERAL TIMES IN THE PAST- MR- BERGERON, I AM ALSO VERY CONCERNED THAT THIS SITUATION COULD CAUSE GREATER HEALTH PROBLEMS FOR MY WIFE WHO HAS ACUTE BRONCHIAL ASTHMA- THE DIESEL TRUCKS CREATE EXCESSIVE POLLUTION FROM THEIR EXHAUST SYSTEMS- TRUCKERS OFTEN LEAVE THE MOTORS RUNNING FOR LONG PERIODS OF TIME AT LATE_ NIGHT AND EARLY MORNING- THE LO!JD ENGINE NOISE CAUSES HEAVY VIBRATIONS IN THE HOUSE TO A POINT THAT IT MAKES US VERY NERVOUS --- AGAIN THIS IS A HEALTH HAZARD - I REALIZE THAT YOU ARE A VERY BUSY MAN AND DO NOT HAVE TIME TO MONITOR THE PARKING LOT PROBLEM- FOR THIS REASON I AM WRITING TO ADVISE YOU AND THE CITY OF MY CONCERNS - IN THE LATE FALL (AFTER FOLIAGE SEASON) AND IN THE WINTER MONTHS, I ANTICIPATE MORE EXTENSIVE PROBLEMS WITH THIS PARKING ARRANGEMENT- FIRST THE STORAGE OF SNOW WILL TAKE UP PARKING LOT SPACE AND MAKE PARKING IN THE WINTER LESS CONTROLABLE- THEREFORE, I RESPECTFULLY REQUEST THAT AS LAND OWNER AND NEIGHBOR, YOU CONSIDER REVIEWING YOUR PARKING RENTAL POLICY WITH A VIEW TOWARDS RESOLVING THIS PROBLEM FOR THE MUTUAL BENEFIT OF ALL CONCERNED - I WOULD LIKE TO ASK THAT YOU CONSIDER LIMITING THE PARKING IN YOUR LOT TO REGULAR PASSENGER CARS AND LIGHT PICK UP TRUCKS OR VANS - OF COURSE, ISM REFERING TO THE TRANSCIENT MOTEL GUEST VEHICLES AND NOT YOUR EMPLOYEE AND/OR CUSTOMER TRAFFIC- I WOULD BE GLAD TO DISCUSS THIS MATTER IN FARTHER DETAIL WITH YOU, THE PLANNING AND ZONING ADMINISTRATOR AND OTHERS AT ANY TIME - IT IS MY HOPE THAT YOU WILL GIVE FAVORABLE CONSIDERATION TO MY REQUEST SO THAT THIS PROBLEM MAY BE LAID TO REST - SINCERELY, -c C �Ldu I'S D�• CALARCo 11 LAUREL HILL DRIVE So. BURLINGTON, VT /G CC; R. WARD, ZONING ./ J. BECHTEL, PLANNER`' S• POGER 3 5 t S ce-S 50 4e�ts ��F. � d ;; �6�-78�� -���... ;, �----