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BATCH - Supplemental - 0010 Mansfield View Lane
south November 1, 2011 Marilyn Hardacre Peoples United Bank 5th Floor. Two Burlington Square Burlington, VT 05401 Re: Authorization for Release of Escrow Account — 10 Mansfield View Lane Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Escrow Account at Peoples United Bank on behalf of CEA Properties, LLC required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $15,000 Should you have any questions, please feel free to contact us. Sincerely, Donna Kinville City Clerk/ Treasurer cc: Dave Marshall 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com MEMORANDUM TO: Donna Kinville, City Clerk / Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: November 1, 2011 SUBJECT: Release of Escrow Account The applicant's request for the release of the above -listed has been reviewed for the following project: CEA Properties, LLC - #SD-07-21 The original amount of the surety was: $ 15,000 The surety is presently: $ 15,000 Based upon our analysis, the applicant has met the conditions of the city and has qualified for the release of this surety. Please complete and sign the enclosed form authorizing the financial institution to release the Bond in the amount listed therein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.corn SITE PLAN ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate by and between hereinafter referred to as "Developer", the CITY OF 8OUTH BURLINGTON, hereinafter referred to as "Municipality", and the (' j-r-re-N&"-9Ank._ , hereinafter referred to as "Bank". WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Development Review Board for the development of property located at 1110 1-t7,.1�5r�yr�, Rr��7 , as depicted on a site plan entitled "C_ak c*y4c.0 uNtr 'De1. ", dated and prepared by _c_A•tcc. proacx�cperez . — WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval; and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: 2. The Developer shall complete the improvements set forth in Paragraph one no later than .�A"(E; 30, 2,00S 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph one. For the purpose of this Agreement "completion shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guaranty of Developer's performance of all requirements herinabove set forth, and prior to the issuance of any zoning permit for 5� I , Developer and Bank agree that the sum of i -5FC)4�o shall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in default under the terms of this Agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. 6. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality , nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7. The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such a manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this Agreement. 10.The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph seven (7) of this agreement. 11. This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in paragraph three (3). 12.The sum of-$15,000 shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3). 13.This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. 14. All notices and statements filed with the Bank shall be sent to: Chittenden Bank, Attn: Marilyn Hardacre, 5th floor, Two Burlington Square, Burlington, Vt 05401 Dated at 'a" t , '4r this day of 3 , 20o-7. Witn e5 Witness Dated at _ this day of Witness iA)(1* , 20 v . Dated at this day of 120 1 Witness )(a-ri�-t, By: Wit ess By: my Authorized Agent By:c��. Duly Authorized Agent CITY OF SOUTH BURLINGTON Duil Autho ed Agent (NAME OF BANK — 3`d PARTY) CA-1►-cm,bEr 8"L BARB FLAGG Senior Administrative Assistant TEL (802) 660-1382 ♦ FAX (802) 862-0240 E-Mail ()aet'!d)chitteitdert.cont David S. Marshall August 6, 2007 Civil Engineering Associates, Inc. P O Box 485 Shelburne VT 05482 Dear Dave: Enclosed is your original Escrow Agreement with the City of South Burlington. I have opened an Escrow Money Market account & transferred $15,000 into it from your existing account. If you have any questions, please call me at 660-1382 or email me at bflagg@chittenden.com. Thanks for banking with us! Sincerely, RECEIVED AUG 0 7 2007 CEA, Inc. Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com CEA PROPERTIES, LLC Planned Unit Development Landscape Schedule Phase I Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs AR Acer rubrum Red Maple 2.5" 3 $ 634.81 $ 1,904.43 AA Amelanchier'Autumn Brilliance' Serviceberry 1.5" 4 $ 406.36 $ 1,625.44 GT Gleditsia triancanthos'Halka' Halka Thornless Honeylocust 2.5" 2 $ 634.81 $ 1,269.62 MS Malus sargentii Sargent Flowering Crabapple 1.5" 6 $ 406.36 $ 2,438.16 PG Picea glauca White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 PN Pinus nigra Austrian Pine 60" Ht 5 $ 252.94 $ 1,264.70 Si Spiraea japonica 'Neon Flash' Neon Flash Spirea 18" Ht 15 $ 45.98 $ 689.70 SV Spiraea vanhouttei Vanhoutte Spirea 24" Ht 6 $ 69.73 $ 418.38 S Syringa vulgaris Common Purple Lilac 48" BB 2 $ 122.23 $ 244.46 TC Taxus cuspidata 'Nana' Dwarf Jap. Spreading Yew 18" Ht. 10 $ 84.23 $ 842.30 TO Thuja occidentalis 'Nigra' Dark American Arborvitae 60" Ht 10 $ 202.63 $ 2,026.30 Proposed Total Trees/Shrubs Cost $ 14,287.33 Phase II Abbreviation Botanical Name Trees/Shrubs AR Acer rubrum GT Gleditsia triancanthos 'Halka' PG Picea glauca MS Malus sargentii PN Pinus nigra Proposed Phase 2 Total Cost TOTAL LANDSCAPING COST Required Landscaping Building Costs $720,000 Building A $35,000 Building A-1 $720,000 Building B $720,000 Building c $2,195,000 Total Common Name Plant Size City Cost Total Red Maple 3" 9 $ 833.06 $ 7,497.54 Halka Thornless Honeylocust 3" 4 $ 836.06 $ 3,344.24 White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 Sargent Flowering Crabapple 1.5" 4 $ 406.36 $ 1,625.44 Austrian Pine 60" Ht 6 $ 252.94 $ 1,517.64 $ 15,548.70 $ 29,836.03 Required Landscaping Expenditure First $250,000 of Building Cost 3% x $7,500 2nd $250,000 of Building Cost 2% x $5,000 Remaining Building Cost 1% x $16,950 Total Required Landscaping $29,450 CIVIL EINGI IN Et"kiI IG ASSOCIAUE"S, ll IC% 10 Mansfield View Lane South Burlington, VT 05403 October 27, 2011 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com OC 7 2 8 2011 City of So. Burlington Re: CEA Properties, LLC Office Facility - Phase I 10 Mansfield View Lane, Lot 1A at the Meadowland Business Park Request for Release of Site Plan Escrow Dear Mr. Belair: In anticipation of the 3-year anniversary of the final Certificate of Occupancy for the Phase 1 A (CEA Office) Building of the CEA Planned Unit Development, we hereby request that upon said anniversary that the City certify to the Peoples United (n/f Chittenden) Bank that the warranty period has been completed and that the agreement to hold the escrow amount in common with the City is terminated. The Contact at the Peoples United Bank is: Marilyn Hardacre 5t' Floor Two Burlington Square Burlington, Vermont 05401 Thank you for your assistance. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully: avid S. Marshall, E. Project Engineer Enclosures: Escrow Agreement CC' CEA File 06248.00 w/enclosures P:\AutoCADD Projects\2006\06248\Permitting\Local\Building Permit\Belair Escrow Release.wpd SITE PLAN ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate by and between 6FEA FMOR rM05, I-Lg::!:, , hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", and the,µ--r-rt-tup3�rn� hereinafter referred to as "Bank". WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Development Review Board for the development of property located at 1110 2op47 as depicted on a site plan entitled "GE-p, avwc.0 uro«ys /. ", dated and prepared by Pvz5a-rApert3 . WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval; and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: 2. The Developer shall complete the improvements set forth in Paragraph one no later than .Lsacr 501 2,00S 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph one. For the purpose of this Agreement "completion shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guaranty of Developer's performance of all requirements herinabove set forth, and prior to the issuance of any zoning permit for E+a , Developer and Bank agree that the sum of 1 -5.cbo shall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in default under the terms of this Agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. 6. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality , nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7. The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such a manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this Agreement. 10.The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph seven (7) of this agreement. 11. This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in paragraph three (3). 12. The sum of-$15,000 shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3). 13.This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. 14. All notices and statements filed with the Bank shall be sent to: Chittenden Bank, Attn: Marilyn Hardacre, 5th floor, Two Burlington Burlington, Square, Vt 05401 Dated at 4r this day of 20AJ. Wit ne By: Witness Duly Authorized Agent Dated at this day of 0_!�Y. � Witness By: k5mj��7 Duly Authorized Agent CITY OF SOUTH BURLINGTON Dated at 73vQ_L%N6,-un.) this day of 20 qW — 1;ecc _(7 Witness By Wit ess / 1 Dul Autho i ed Agent (NAME OF B NK — 3`d PARTY) CarTENNc� Bq-nL rIVIL E IGII IEURII IG r��, �0r1 t"`, ll Ir.. 10 Mansfield View Lane South Burlington, VT 05403 November 10, 2008 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility - Phase I 10 Mansfield View Lane, Lot 1A at the Meadowland Business Park Certificate of Occupancy Request Dear Mr. Belair: Please find attached a check in the amount of $61.00 and a completed Certificate of Occupancy Application for the Phase 1 A Building of the CEA Planned Unit Development. Outstanding items from the temporary CO issued for the project included- 1 . Completion of the landscaping. 2. Enclosing the dumpster; and 3. Acquisition of a Zoning Permit for the project revisions. These are now all in place. Thank you for your assistance. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully: David S. Marshall, P.E. Project Engineer \dsm Enclosures: Application and Application Fee ($61.00) CC' CEA File 06248.00 w/enclosures P:\AutoCADD Projects\2006\06248\Permitting\Local\Building Permit\Belair CO2.wpd M I .:E+aYT1: da4 : N Awmmeuy lelnitmill �� '�SrCuwa \ - -� ' Pn�Fta.m cW'e IYNcR v�u-n�� nsa:J.al � . (D)ACG4Jl�ipr�JD•, GIVIL u..y1N Nrj /",5D. Hlrl� R -Rc. • So. B uNyTnN • vf' LA/dDw Ap. 7PILAN : 51 -i L—N »—gwm aW: Gleou.la LJ auar r` mute TANDSHAPES® LL �S-•I�� .�5t vrao-nra�rc: s.oa • I (L) 'ChrwKw'�Wms � � � � ' CB) SYNF+gn 7•YertJ rinWe, rDON tiYrv.N' 6/` � ' (4) t'Inl.us \ (•II RN�r.¢ywN � 0 H<ryarouws �SifuA D'Olb� �I `•:�\\.. ` ' (3)1')ALL15.�SAm�v+it11 �\•\.,. \\ . I � WAU`WAY�wm»S NC �'1XIlg4 /`�(�',,`` i•�Aws aoNi..v MN r � A � PI ' � a , o RI`vv) CS � PMfCi�WC � Ip 1'�hl.V �i �<Jn1oWI 1RT'1 . � Cr (� Ae3u 5 S�vnnrl�icn�WHFlc�t K�.-.. \ a`I- • 1 (b).Euor�vr'1vs A�°crvs • (31'P.1.R Nee can r s - � r I B111L'91A1 G' I `� `4\ r CEA PROPERTIES. LLC Planned Unit Development Lantlscape Schedule \ - tfi. /• A..WSMu rmx¢tl xrns Comnwn Harr p— Gb +-� •/' / .. meu lJr CnW.nee Ssa McPle 26.Y S e - if' K~ . :vob+e J•wmr wnlm¢r.lc.brry YTIIN � �^ „ry/ �� -� mmaM- ']^wvdlM' 5S Flm' eCrelrpFls 26-]• ] n I /(y(' -�• S�'I Siw3E J1 C eba'. DntlE Women' Flnwe�q—, erM1rO C—W Haub Women Flvwea:q GaOeapb 24-]' Z6-]' < S-3' ] ' C•I)Y:CE�GIVeic�a Ctfll.l'%-� (rPOI.-Ills i Cr•wr'W OTELL�� .' wevaew+ K.. aeuu P... Purryne'FtlAM' Ewnynue Tbam'mmpnn' WM1xa Smuu wNx sPmn Biw ]puu Brreb C-CHI .'-rw r-CHl ]d Gtl e (3)P:NeS N.g1eP - (b)avRier4n w�CynRs , . Bymee w:ewle Jwlpmu LlNneieGewi H WaUC D eaeeae:bnm 9J]r'Gtl Sy:Nba1MYW HxY.a� w¢OWIIWIu vwmN.. N..mPnYx. mm.ceu¢ LmmmnPwge l]n ]ee Gran CN:rw JWper DaR'yYMy Dwenxamn Ll cJM um�w WNe NI:+Erk HYar YbCBB e 3Gtl > tC! BO (itl L SS Gtl ]a ctl ]e JWpmaa sawm Temrlccadx' Tam JUNew 2Gtl e spru Bwnetle'gnlxm:y Welwi NnMny WaWmStlme b PadryeeMe iermwYe Jmmmw Gpuq Grmma Corer P. t Pw Pq S'A Pe�mrabs "ce, St R..' FnY Fa Rue z-B Gtl 12 ri r-40, L5R010 southburlinaon PLANNING & ZONING May 23, 2008 Dave Marshall Civil Engineering Associates, Inc. 10 Mansfield View Drive South Burlington, VT 05403 Re: Site Plan Application #SP-08-45 Dear Dave: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Administrative Officer on May 23, 2008 (effective 5/23/08). Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, '6,)N'b-2oW6 Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com '�- ANDS HAP E S landscape design & installation May 7, 2008 Civil Engineering Associates, Inc. Attn: Dave Marshall 928 Falls Road Shelburne, VT 05482 (802) 985-2323 Estimate : Landscape Installation Bed Prep: Foundation • Spray out bed shape, remove existing sod / debris and haul away. • Create edge to deter weed growth. 88 Rogers Lane - Richmond, Vermont 05477 (802) 434-3500 - Fax (802) 434-3002 www.Landshapes.net • Haul in approximately 58 yards of compost and spread for a proper planting environment. • Haul in and place (3-5) medium to large Ornamental Boulders. Site locate. • Hand -rake for raised bed effect. • Includes labor, equipment and materials. Total $4,350.00 ............................................................................ Plant Installation: Foundation �_• Install: (8) 6-7' Clump Amelanchier canadensis, (1) 5-7 gal Hydrangea paniculata 'Tardiva', (7) 3 gal Juniperus Chinensis'Sea Green', (7) 3 gal Rhodendron'PJM', (8) 3-5 gal Syringa meyeri, (12) 2-3 gal Hydrangea macrophylla 'Annabelle', (52) 1-2 gal Hemerocallis'Stella D'Oro, (38) 1-2 gal Assorted Perennials (1) 12-14' Betula platyphylla var. japonica'Whitespire', (6) 3-5 gal Euonymus alatud'Compacta', & (550) Peat Pot Pachysandra terminalis groundcover. • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 21 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total $8,105.00 ---------------------------------------------------------------------------- �NDSHAPES landscape design & installation 1 88 Rogers Lane - Richmond, Vermont 05477 Evergreen Tree Installation (802) 434-3500 - Fax (802) 434-3002 • Remove existing sod / debris and haul away. www.Landshapes.net • Haul in approximately 4 yards of compost to amend native soil for a proper planting environment. • Install: (3) 5-6' Picea glauca, (4) 4-5' Picea glauca, & (6) 5-6' Pinus nigra. • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 3 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Stake trees, if necessary. • Includes labor, equipment and materials. Total $3,415.00 ---------------------------------------------------------------------------- �`� Plant Installation: Screening for Dumpster • Remove existing sod / debris and haul away. • Haul in approximately 9 yards of compost to amend native soil for a proper planting environment. • Install: (6) 3-4' Syringa vulgaris. • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 3 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Stake trees, if necessary. • Includes labor, equipment and materials. Total $1,245.00 ---------------------------------------------------------------------------- Total Revised Estimate $30,265.00 �N D S HAPES landscape design & installation 88 Rogers Lane - Richmond, Vermont 05477 (802) 434-3500 - Fax (802) 434-3002 www.Landshapes.net Bed Prep: Island Bed around Large Tree & Sign • Spray out bed shape, remove existing sod / debris and haul away. • Create edge to deter weed growth. • Haul in approximately 19 yards of compost and spread for a proper planting environment. • Hand -rake for raised bed effect. • Includes labor, equipment and materials. Total $1,425.00 ---------------------------------------------------------------------------- -'' Plant Installation: Island Bed around Large Tree & Sign • Install: (12) 2-3 gal Rosa 'The Faiy, (8) 2-3 gal Spirea bumalda'Anthony Waterer', (4) 2-3 gal Hydrangea marcrophylla 'Annabelle, (6) 2 gal Juniperus sabina'Tamariscolia', (3) 3-5 gal Physocarpus opulifolius'Summer Wine', (1) 5-6' Picea pungens'Fat Albert', & (28) 1-2 gal Hcmerocallis'Stella D'Oro'. • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 7 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total $3,785.00 ---------------------------------------------------------------------------- AM Tree Installation • Remove existing sod / debris and haul away. • Haul in approximately 8 yards of compost to amend native soil for a proper planting environment. • Install: (5) 2.5-3" Acer rubrum, (2) 2.5-3" Malus'Donald Wyman', (4) 2.5-3" Malus 'Prairie Fire', (4) 2.5-3" Malus'Snowdrifft', & (3) 2.5-3" Malus'Sargentii'. • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 7 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Stake trees, if necessary. • Includes labor, equipment and materials. Total $7,940.00 ---------------------------------------------------------------------------- CEA PROPERTIES, LLC Planned Unit Development Landscape Schedule Phase 1 Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs AR Acer rubrum Red Maple 2.5" 3 $ 634.81 $ 1,904.43 AA Amelanchier'Autumn Brilliance' Serviceberry 1.5" 4 $ 406.36 $ 1,625.44 GT Gleditsia triancanthos 'Halka' Halka Thornless Honeylocust 2.5" 2 $ 63481 $ 1,269.62 MS Malus sargentii Sargent Flowering Crabapple 1.5" 6 $ 406.36 $ 2,438.16 PG Picea glauca White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 PN Pinus nigra Austrian Pine 60" Ht 5 $ 252.94 $ 1,264.70 SJ Spiraea japonica 'Neon Flash' Neon Flash Spirea 18" Ht 15 $ 45.98 $ 689.70 SV Spiraea vanhouttei Vanhoutte Spirea 24" Ht 6 $ 69.73 $ 418.38 S Syringa vulgaris Common Purple Lilac 48" BB 2 $ 122.23 $ 244.46 TC Taxus cuspidata 'Nana' Dwarf Jap. Spreading Yew 18" Ht. 10 $ 84.23 $ 842.30 TO Thuja occidentalis 'Nigra' Dark American Arborvitae 60" Ht 10 $ 202.63 $ 2,026.30 Proposed Total Trees/Shrubs Cost $ 14,287.33 Phase II Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs AR Acer rubrum Red Maple 3" 9 $ 833.06 $ 7,497.54 GT Gleditsia triancanthos 'Halka' Halka Thornless Honeylocust 3" 4 $ 836.06 $ 3,344.24 PG Picea glauca White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 MS Malus sargentii Sargent Flowering Crabapple 1.5" 4 $ 406.36 $ 1,625.44 PN Pinus nigra Austrian Pine 60" Ht 6 $ 252.94 $ 1,517.64 Proposed Phase 2 Total Cost $ 15,548.70 1 TOTAL LANDSCAPING COST $ 29,836.03 1 Required Landscaping ina Costs Required Landscaping Expenditure $720,000 Building A First $250,000 of Building Cost 3% x $7,500 $35,000 Building A-1 2nd $250,000 of Building Cost 2% x $5,000 $720,000 Building B Remaining Building Cost 1 % x $16,950 $720,000 Building c Total Required Landscaping $29,450 >-,195,000 Total UE-5 CEA PROPERTIES, LLC Planned Unit Development Landscape Schedule Phase Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs Acer rubrum Red Maple 2.5 - 3" 5 $ 634.81 $ 3,174.05 Amelanchier 'Canadensis' Serviceberry 6'- T Ht 8 $ 406.36 $ 3,250.88 Butula Platyphylla Japonica White Birch 12' - 14' 1 $ 634.81 $ 634.81 Malus "sargentii" Sargent Flowering Crabapple 2.5 - 3" 3 $ 406.36 $ 1,219.08 Malus "Snowdrift" Snowdrift Flowering Crabapple 2.5 - 3" 4 $ 406.36 $ 1,625.44 Malus "Prairie Fire' Prairie Fire Flowering Crabapple 2.5 - 3" 4 $ 406.36 $ 1,625.44 Malus "Donald Wyman" Donald Wyman Flowering Crabapple 2.5 - 3" 2 $ 406.36 $ 812.72 Picea glauca White Spruce 5' - 6' Ht 3 $ 390.96 $ 1,172.88 Picea glauca White Spruce 4'- 5' Ht 4 $ 300.00 $ 1,200.00 Pinus nigra Austrian Pine 5' - 6' Ht 6 $ 252.94 $ 1,517.64 Pinus Pungens "Fat Albert" Blue Spruce 5' - 6' Ht 1 $ 390.00 $ 390.00 Euonymus Alatus "compacta" Burning Bush 3-5 Gal 6 $ 69.73 $ 418.38 Syringa vulgaris Common Purple Lilac T to 4' BB 6 $ 122.23 $ 733.38 Juniperas Chinensis ' Sea Green' Sea Green Chinese Juniper 3 Gal 7 $ 84.23 $ 589.61 Hemerocallis "Stella Dor'o" Daylilly 1 Gal 80 $ 8.00 $ 640.00 Rhododendrum 'PJM' Rhododendrum 'PJM' 3 Gal 7 $ 84.23 $ 589.61 Syringa Meyeri Dwarf Korean Lilac 3-5 Gal 8 $ 84.23 $ 673.84 Physocarpus Opulipolius Summer Wine Ninebark 3-5 Gal 3 $ 84.23 $ 252.69 Hydrangea Macrophylla 'annabelle' Hydrangea 2-3 Gal 16 $ 63.00 $ 1,008.00 Juniperas Sabina 'Tamariscifolia' Tam Juniper 2 Gal 6 $ 50.00 $ 300.00 Spirea Bumalda "Anthony Waterer' Anthony Waterer Spirea 2-3 Gal 8 $ 63.00 $ 504.00 Pachysandra Terminalis Japanese Spurge Ground Cover Pee Pot 550 $ 1.00 $ 550.00 Assorted Perennials 1-2 Gal 52 $ 10.00 $ 520.00 Rosa 'The Fairy' Fairy Rose 2-3 Gal 12 $ 84.23 $ 1,010.76 Proposed Total Trees/Shrubs Cost $ 24,413.21 Phase II Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs AR Acer rubrum Red Maple 3" 9 $ 833.06 $ 7,497.54 GT Gleditsia triancanthos'Halka' Halka Thornless Honeylocust 3" 4 $ 836.06 $ 3,344.24 PG Picea glauca White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 MS Malus sargentii Sargent Flowering Crabapple 1.5" 4 $ 406.36 $ 1,625.44 PN Pinus nigra Austrian Pine 60" Ht 6 $ 252.94 $ 1,517.64 Proposed Phase 2 Total Cost $ 15,548.70 TOTAL LANDSCAPING COST $ 39,961.91 Required Landscaping Building Costs Required Landscaping Expenditure $950,000 Building A First $250,000 of Building Cost 3% x $7,500 $35,000 Building A-1 2nd $250,000 of Building Cost 2% x $5,000 $900,000 Building B Remaining Building Cost 1 % x $22,850 $900.000 Building c Total Required Landscaping $35,350 $2,785,000 Total Phase I Required Landscaping Expenditure First $250,000 of Building Cost 3% x $7,500 2nd $250,000 of Building Cost 2% x $5,000 Remaining Building Cost 1 % x $4 500 Total Required Landscaping $17,000 PREVIOUSLYAPPROI{ED - 1 ` ` I PREVIOUSLY APPROVED - SITE ENGINEER: I 1 1 1 I I PARIONG AREA BY OTHERS) I - EAST MOUNTAIN VIEW I MEDICAL OFFICE BOLDING \ / EAST MOUNTAIN VIEW, LLC �: N N / ,ol I ?,I 20' SEWER AND CIVIL ENGINEERING ASSOCIATES. INC. 1� \ P.O. BOX485 SHELBURNE, Vf 05482 IN FAVOR OF L / eozsebssss rAx: exzaesasrr wee: www.cwaxcGom PREY USLYAPPROVEO i DRAINAGE EASEMENT LOT 1 < I I h�_"' PAVED�RNE (BY OTHERS) - - i I jenanxr EXISTING POLE RELOCATED I e I - PARKING, -. +24T ' P /MJW MANSFIELD VIEW DRIVE TO BE RESERVED HANDICAP (BY OTHERS) ® .__. _._ . ® RESER SIGN �194' - �.__.. _. — — _. �._ .__.. — .—..—...�_. -® / ' DSM �� _ U ®� SAV° SETBACK - � � NEW SANITARY I / ETBA K -- I I ® SNOW -- PUMP STATION STO35' / SIGN +* SEE SHEET C-1.5 ! � OWNER: p ROP ED SE AND STOP STORAGE E PS C1 C� PA D / BAR --- -- - - - --- ARTHMOV GCO PA KING / / — — — — . —.. ' MUNSON PROPOSED C IN pp. --I i FLUSH / PAVED PROPOSED PROPOSED 20' EMERGENCY G IY !l!� PAVED ACCESS EASEMENT `UR� — _ _ — �� 16�)VE DRIVED PARKING I IN FAVOR OF LOT 1 NE WAY :," MUNSON EARTH APPLICANT: PROPOSED BIKE SIGNS MEADOWLANaWN CEA YI RACK'ON CONIC. PAD ®• I I I LOT PROP LC PROPERTIES, L PROPOSI D 20' WID NG RECREA ON / / EE SHEET SE 2 0 I I PROJECT: PATH E�SEMENT I - SEDI PROPERED// CEA " YARD DRAIN LINE i N I I I PROPOSED I m y2ED OFFICE PROPOSE � I C \ PLANNED UNIT S)DEWALK OFFICE STAIRWAYD 1 POLE MOUNTED LIGHTING ) 3 'BUILDING (TYP.) SEE SHEET SE-2.0 JExlsnNc 6B' �7 I I DEVELOPMENT R.O.W. I ( PROPOSED / PROPOSED i I LOT 1A FUTURE 80' 50' SETBAC 7,200 SF I a /PARKING ,�® cuRe \ MEADOWLAND BUSINESS PARK R.O.W. FFE 396.00 # a — ' PROPOSED I v SOUTH BURLINGTON SIDEWALK VAC CONCRETE PAD PROPOSED • I ( VERMONT I I �OP,; OF 6AD ELEV.�395� I" �SIDEWALK �I 1 I :rt N ARE LIGHTING \ I I+ EXISTING DRIVtW� — — ' I - / m �� SEE SHEET SE-2.0 I I i i o TYP. SEE SHEET HT TO BE R 0 OAY Ex. GRAVEL D IVE,I _ '� POLE MOUNTED LIGHTI�{C \ -_.. - B � � � PROPOSED PROPOSED \ D i a�4 � ( ) -2.0 SCREENED TORAGEBUILDING RECYCLING LING PROPOSED # I S 35' K $ Z t Al �OIFFICE FLUSH I v y�0 $F l BUILDING CURB PROPOSED I I �3g I 1 PROJECTSCREENED _ FFE 382.0 r SC10W -o — - — B. DUMPSTER - # 0 \ STORAGE RECYCLING r/ AREA 7,200 SF OP ED FLUSH CURB ti vl i i - 3 _ i / O ; FFE3 LEGEND 8770 f ull� G i /Ir I SETBACK i �--.__...—..._.--_ �___ I � RK l ' I I UTILITY CABINETS 1; ` -- - - aee--- \- EXISTING CONTOUR SEE SHEET C-1.5 - _ _ _ I O ••SNOW I PROPOSED CONTOUR LOCATION MAP 1 ° H STORAGE / i• = 200P I i, ±209' � I ° I �.�.. �_ � AREA � ___ EASE PROPERTY LINE ----- EASEMENT LINEDATE xscKE REVISION ' ® BIKE PRACK it I I � — — " — SETBACK LINE8/8/07 cDSM D ADDED ROAD NAME ON CONIC. {} 114 DSM Modified HVAC Pad, Parking Edge PAD �+ # I SS —,!GRAVITY SEWER LINE Reduced rY of bolhuds EXISTING' /, I PROPOSED I —FM ! FORCE MAIN ` I j HOUSE' /f I I _ / iDl I 6• BUILDING I T WATER LINE OFFICE � � � ST STORM LINE ! O c� I OE OVERHEAD ELECTRIC 7,200 SF. I �UE - UNDERGROUNDI ELECTRIC / I I FFE386.10 I �— — G GAS LINE EXISTING �L. .—.—.—.— I --- --' SITE DRAINAGE SWALE IMPROVEMENTS � , 1 \.. ,. S SEWER MANHOLE I• ,�gy' o �/ c� SETBACK ...—...—...—._—...--� I I ® `STORM MANHOLE PLAN � JMRANT �. �,1_ SHUT-OFF _ - � � � � � � �f c� � � � � � 0 I POWER POLE I ! I / ±23J I DATE DRARING NUMBER w� GRAPHIC SCALE _ / ® CATCH BASIN / -- \ PROPERTYLIGHT POLE PROPOSED( FEB., ZOOT pERE p w MUNSON EARTHMOVING CORP. LINE ) RGALE ,,, _ °---°---x--.° / O ® DECIDUOUS ,TREE V, = 20' C-1 1 I � I ,�� �° MEADOWLAND INDUSTRIAL PARK y' I DaGh - 20 ,r_ LOT #1 / .'� �1` CONIFEROUS TREE Q, PROl. ND. / ">lb rvvwvww� EDGE OF BRUSH/WOODS.- 06248 i 1 i / CIVIL EI GINEERMI IG A'SOrlARPSO, INC. 928 Falls Road P.O. Box 485 Shelburne, VT 05482 May 9, 2008 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility - Phase I 10 Mansfield View Lane, Lot 1A at the Meadowland Business Park Request for Site Plan Amendment Dear Mr. Belair: We are seeking approval from the City for three revisions to the approved site plan. They consist of: 1. Landscaping - Redesign of the proposed landscaping. The west side of the building has been redesigned and augmented while only minor changes were made on the east and south side of the building. 2. North Parking Lot - In order to reduce soil disturbance during snow removal activities, the eats edge of the parking lot has been squared up instead of terminating along the edge of the angled parking space. 3. Condenser Pad - Due to a change in the design approach by the project mechanical contractor, the condenser pad originally approved for 86 square feet needs to be increase to 110 square feet. This includes 16 square feet of surface dedicated to supporting the piping from the condenser pad to the building. Please find attached a check in the amount of $186.00 and a completed Site Plan Amendment Application forthe Phase 1 A Building of the CEA Planned Unit Development. Thank you for your assistance. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully avid S. Marshall, P.E. Project Engineer Enclosures: Application and Application Fee ($186.00) cc: CEA File 06248.00 w/encl. P:\AutoCADD Projects\2006106'48\Permitting\Local\Building Permit\Belair Site Plan.wpd Site Plan? Application Permit Number SP- 'w - VT APPLICATION FOR SITE 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 site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1, OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): O S4,5 Z Ptf 9 M 5- 2 :623 A`22 e 5- _zX I 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): a. Contact e-mail address: 8 M ct--A► 4- : c.oM 5. PROJECT STREET ADDRESS: ILO "e P-ATNA; -J ( %=%4 -� 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 7. PROJECT DESCRIPTION a. General project description: -t-0 12=, �25 �c. Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): "0 Gtt n+ QG_ t nl !� t 2iZ- 01?m d. Total building square footage on property (proposed buildings and existing buildings to remain): 3 5 x -7. Z.00 -5,i" 4zr ck4 .�- t� =cc LL-V ( a4i; - 'Z,"x-. !0 00 ..a e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): -r-W-g a f. Number of residential units (if applicable, new units and existing units to remain): h! a- g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): ►;;: , AA �v ou��I rc.h► h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: 3.00 66-6Sq. Ft. a. Building: Existing AlIcN2. % Proposed 10.2. % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 41.0 % / 54 &Po I sq. ft. Proposed 4t. ® }'' % / 54703 sq. ft. 47W44.A- 1- 4 eP-0 15. 11� \ t-V0..1 c. Front yard (along each street) Existing -7.D % / sq. ft. Proposed -I'a % sq. ft. 2 Site Flan Application d. Total area to be disturbed during construction (sq. ft.) 2 * Projects disturbing more than one-half 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 acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ `)50,d0® r b. Landscaping: $ ?-4,4co Fce- +bo, 2re,5 -Fbp-- ALL_ f--t;P<Tt_xcLe:5 c. Other site improvements (please list with cost): « t_ oe.k 4 -2 Crud, 000 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" 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). 4 Site Plan Application 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. —i t c> -5. -�O— (Z- Gam,- PIz®f! 61;2200S , l-. . SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: 5 / h)� REVIEW AUTHORITY: ❑ Development Review Board I/ Administrative Officer I have reviewed this site plan application and find it to be: QComplete/,""? ❑ Incomplete Planning `& Zoning or Designee Date 61 rIVI! El IGI1 IssRII I r\"SSJCIArES. II Ir, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 May 9, 2008 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility - Phase I 10 Mansfield View Lane, Lot I at the Meadowland Business Park Certificate of Occupancy Request Dear Mr. Belair: Please find attached a check in the amount of $61.00 and a completed Certificate of Occupancy Application for the Phase 1 A Building of the CEA Planned Unit Development. We are seeking permission to occupy the building on Friday May 15, 2008. The State Public Safety CO inspection is being undertaken on Tuesday, May 13, 2008. The landscaping is scheduled to be completed in approximately 3 weeks. Thank you for your assistance. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully: L David S. Marshall, E. Project Engineer \dsm Enclosures: Application and Application Fee ($61.00) cc: CEA File 06248.00 w/enclosures P:\AutoCADD Projects\2006\06248\Permitting\Local\Building Permit\Belair CO.wpd March 20, 2008 David Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Minutes — 20 Mansfield View Lane Dear Dave: For your records, enclosed is a copy of the approved February 19, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com CEA -fib SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 19 FEBRUARY 2008 Mr. Belair noted that the existing approval lapsed for the second time. He said some dates in the approval motion will have to be changes. Mr. Woodman said they would like to get started this year. It will be 3 years before the area is able to be used. Mr. Belair suggested language requiring the applicant to get a zoning permit for Phase 2 site development in 2008. Mr. Woodman said he understands what has to be done with regard to the landscape permit and traffic information. Mr. Bresee noted that the Rec Path Committee has an interest in what happens with Hinesburg Road. Mr. Cimonetti added that repaving of the road is in the State budget, and there will be changes to the road shoulder in the area of the cemetery gate. This is a State project which will probably be done in 2 years. Ms. Quimby moved to approve Conditional Use Application #Cul-08-01 and Site Plan Application #SP-08-06 of The Roman Catholic Diocese subject to the stipulations in the draft motion with the amended date as above. Mr. Farley seconded. Motion passed unanimously. 13. Final Plat Application #SD-08-06 of CEA Properties, LLC, to amend a previously approved planned unit development consisting of three 7200 sq. ft. general office buildings and a 1000 sq. ft. detached accessory structure. The amendment consists of a waiver to increase the height of the detached accessory structure by 1.2 feet for a total height of 16.2 feet, 10 Mansfield View Lane: No one was present for the applicant. Mr. Plumeau recalled discussion on the impact to the view of the neighbor to the south. Mr. Belair said all neighbors were notified by letter. Members were OK with proceeding with the application. Mr. Belair said staff had no issues. Mr. Plumeau moved to approve Final Plat Application #SD-08-06 of CEA Properties subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 14. Sketch plan Application #SD-08-08 of Merchants Bank for a planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail -5- rC L ----------------------- PROFESSIONAL DOG WALKING Vermont Dog Pack offers dog walks in Shelburne, So. Burling- ton, Burlington, Colchester & Winooski. See our website, www. vtdogpack.com, or call/email Rhonda: Rhonda@vtdogpack. com, 802-578-2151. PROFESSIONAL PET SITTING I provide experienced, reliable pet sitting & pet taxi services in the Greater Burlington area. In- sured service. No pet too small. Info: Nate's Pet Sitting, LLC, Nate Church, 802-999-2267, nate@ natespetsitting.com, www.nates- petsitting.com. CHARLOTTE PLANNING COMMIS- SION NOTICE OF PUBLIC HEARING Pursuant to Title 24 Chapter 117 V.S.A. and the Charlotte Land Use Regulations, the Charlotte Planning Commission wilt meet on Thursday February 21, 2008 at the Town Halt to hear the following application: 7:15 PM Final Plan Hearing of a 2- tot subdivision by Melvin and Ynez Kaplan at 3022 Spear Street. Application material can be viewed at the Planning and Zoning Office. Participation in the hearing is a prerequisite to the right to appeal any decision related to these applications. Notice of Public Hearing The city of South Burlington re- ceived $450,000 from the State of Vermont for an IMPLEMENTATION under the Vermont Community Development Program. A public hearing will be held at 412 Farrell been used to accomplish the fol- lowing activities: acquisition of a site for affordable housing:9 f Information on this projed can be obtained from Denis Gravelin, Assistant City Manager and may be viewed during the hours of�8:00 — 4:00 p.m. on February 1st. Legislative Body for the City of South Burlington PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, February 19, 2008 at 7:30 P.M. to consider the following: 1. Conditional use application #CU-08-01 of Roman Catholic Diocese of Burlington, VT for the expansion to the Resurrection Park Cemetery. The proposal involves: 1) site preparation for additional grave sites, 2) construction of columbarium, and 3) construction of new internal roadways, 160 Hinesburg Road. 2. Final plat application #SD- 08-06 of CEA Properties, LLC to amend a previously approved planned unit development consisting of three (3) 7200 sq. ft. general office buildings and a 1000 sq. ft. detached accessory structure. The amendment con- sists of a waiver to increase the height of the detached accessory structure by 1.2 feet for a total height of 16.2 feet, 10 Mansfield View Lane. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. January 30, 2008 TOWN OF UNDERHILL NOTICE OF PUBLIC MEETING Town of Underhill Development Review Board (DRB) Hearing Monday, February 18, 2008 at Preservation zoning district. A copy of this DRB application and additional information may be ob- tained at the Underhill Town Hall. This hearing is open to the public. Pursuant to 24 V.S.A. H 4464(a) (1) (C) and 4471(a), participa- tion in this local proceeding is a Prerequisite to the right to take any subsequent appeal. If you can not attend the hearing but would still like to exercise your right to be heard, comments may be made in writing prior to the hearing and mailed to: Zoning Administrator, P.O. Box 32 Underhill Center, VT 05490 or to underhiltzoning@ comcast.net. DON'T SEE A SUPPORT group here that meets your needs? Call Ver- mont 2-1-1, a program of United Way of Vermont. Within Vermont, dial 2-1-1 or 866-652-4636 (toll - free) or from outside of Vermont, 802-652-4636. Monday -Friday, 8:30 a.m. - 4:30 p.m. ARE YOU RECENTLY DIVORCED, SEPARATED OR WIDOWED? Then come to the Avenue Bistro (652- 9999) on North Avenue in the Ethan Allen shopping center on Wednesday evenings from 7:30 P.m. - 9:00 p.m. and learn to live life again as a single person. Call Stan 233-5564 for more details. WOMEN'S GROUP Married or single. Saturday nights at 6 p.m. Held at 16 Abenake Way, Keen's Crossing, Winooski. Jackie Konkot. MEN & WOMEN'S GROUP Married or single. Friday nights at 6 p.m. Held at 16 Abenake Way, Keen's Crossing, Winooski. Jackie Konkot. SINGLE PARENTS and anyone single. Monday nights at 6 p.m. Held at 16 Abenake Way, Keen's Crossing, Winooski. Jackie Konkot. AL -ANON Family group 12-step bursabte. Ask about Survivors of Incest Anonymous and Overeaters Anonymous. Call AWARE at 802- 472-6463 for information and to register. Free of charge. 88 High Street, Hardwick, VT. CIRCLE OF PARENTS support group meeting in Rutland Monday evenings. Snacks and child care provided. Meeting is free and confidential. For more info. call Heather at 802-498-0608 or 1- 800-children. Meetings weekly in Winooski. For more info. call Tana at 802-893-4878 or 1-800-chit- dren. Meetings Tuesday evenings in Barre. For more info. call Cindy at 802-229-5724 or 1-800-chil- dren. BRAIN INJURY ASSOCIATION OF VERMONT. Montpelier daytime support group meets first and third Thursday of the month at the Unitarian Church "ramp entrance" from 1:30-2:30 p.m. Montpelier evening support group meets the first Tuesday of each month at Vermont Protection and Advocacy, 141 Main St. suite 7 in conference room #2 from 6-8 p.m. Colchester daytime support group meets the second Thursday of each month at the Fanny Allen Hospital, from 12- 2 p.m. Burlington evening support group meets the first Wednesday of each month at the Starr Farm Nursing Center, 98 Starr Farm Rd, from 6-8 p.m. Call our helpline at 1-877-856-1772. FORMING A NEW GROUP focused on recovery/management of ad- dictions, compulsions, and their resulting imbalances on our lives. Alternative or supplement to traditional 12-step programs. Are you having trouble moderating alcohol? Work? Sex? Television? Food? Drugs? Computer games? Requires a commitment to improv- ing your health and the ability to maintain a non judgmental atmosphere. Let's discover how our struggles relate and help each other work on strategies to find balance. Contact Michelle at 802- 399-6575 or recoveryourbalance@ gmail.com. LAKE CHAMPLAIN MEN'S RE- SOURCE CENTER MEN'S DROP -IN SUPPORT GROUP All men welcome weekly group w/cofacilitators. Open discussion format. Varied topics including: relationships, work, parenting, personal growth, healing. Confidential, nonjudg- ;debt? Do you spend more tha o- you earn? Get help at Debtor' Anonymous plus Business Del Annonymous. Mondays, 7-8 p First United Methodist Church North Winooski Ave., Burlingt `Contact Valerie at 760-9203. .01V SUPPORT GROUP This is, iititated HIV/AIDS support gr, that aims to foster a greater s of community, self acceptance personal growth. We are a gro of survivors and with all of ou perience, will help you unders and enjoy what living positive to offer. Mondays @ 7 p.m. in white building behind the Uni sal Unitarian Church. For more call Michael J @ 860-9582. PERSONAL IMPROVEMENT GR that focuses on building moti tion, becoming more successfi and living with more passion. group will also address issues as the feelings of being stuck, unbalanced, stressed out, and and then will discuss and wor learning and using new ideas tools to create more supporti, and positive habits. Call for n information 802-279-0231. MEN'S DROP -IN SUPPORT GR All men welcome. 18 years of and older. Open discussion fo Varied topics including: retati ships, work, parenting, transi lions, health, personal growtl grieving, healing, etc. Emotio raft and.confidentiat: Nonjud mental, nonviolent. Groups le by trained co -facilitators. Opt to all ethnicities, religions ar sexual orientations. Joseph's House, 113 Elmwood Ave. Cot of Elmwood Ave. and Allen St Entrance on Allen St. Burling Vt. Every Thursday, 7-9 PM. P be prompt. Suggested donati, $5 - but none wilt be turned for lack of donation. For info 434-8180. Visit us at lcmrc.o LYME DISEASE Are you intere in forming a group? Please cc Susan at 899-2713. CENTRAL VERMONT SUPPOR' GROUP FOR ADOPTIVE PAREI COPING WITH BEHAVIORAL CHALLENGES Will meet at th ter Seats office in Berlin the Wednesday of each month frc 10:30 a.m. - 12:30 p.m. New bets Welcome. Facilitated by Lenart, BA. For more informa ® ,� p south url1ngton PLANNING & ZONING February 13, 2008 Dave Marshall CEA PO Box 485 Shelburne, VT 05482 Re: South Village Dear Mr. Marshall: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, February 19, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: Dave Scheuer 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburl.com MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #13, Final Plat Application #SD-08-06 DATE: February 13, 2008 CEA Properties, LLC, hereinafter referred to as the applicant, is seeking to amend a previously approved planned unit development consisting of three (3) 7200 sq. ft. general office buildings and a 1000 sq. ft. detached accessory structure. The amendment consists of a waiver to increase the height of the detached accessory structure by 1.2 feet for a total height of 16.2 feet, 10 Mansfield View Lane. The detached accessory structure has already been reviewed as an element of the existing planned unit development. Section 3.10 of the South Burlington Land Development Regulations states that accessory structures shall not exceed fifteen feet in height. This application seeks to increase the height of this structure by 2.4', or 1.2 additional feet to the mid point of the eaves. The applicant has submitted a letter detailing their reasons for the request, as well as an elevation of the structure. Staff has no concerns regarding this request but recommends that the elevations be revised to show the total height of the structure, as well as to detail the height of the structure from the pre -construction grade to the mid -point of the eaves. 1. The elevations depicting the accessory structure shall be revised to detail the total height of the structure as well as the height of the structure from the pre -construction grade to the mid -point of the roof eaves. Staff recommends that the Development Review Board approve Final Plat Application #SD-08-06 subject to the conditional item above. 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802,846,4101 www,sburi.com 928 Falls Road P.O. Box 485 Shelburne, VT 05482 January 28, 2008 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility and PUD 10 Mansfield View Lane at the Meadowland Business Park Preliminary and Final Plat PUD Application Dear Ms. LaRose: A recent review of the architectural characteristics of the proposed 1,000 SF accessory building roof line showed that it would be inconsistent with the new office building. In order to provide consistency within the property, we are requesting that the accessory building be approved as a component of the planned Unit Development. This would allow for the proposed change in the roof pitch to 8:12 which will make it consistent with the office building. This will add 2.4' to the overall height of the building and 1.2 feet to the mid roof height elevation. As we had previously discussed with Mr. Ray Belair, we plan on administratively updating the proposed landscaping and screening for the revised utility pad on the west side of the building. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Mars II, P.E. Project Engineer Enclosures: Seven (7) Full Size and Nine 11" x 17" reduced Size Plan sets Preliminary Plat Applic. (w/ fee $500 + $11 filing = $511) Final Plat Application (w/ fee $500 + $11 filing = $511) cc: CEA File 06248.00; R\AutoCADD Projects\2006\06248\Permitting\Local\La RosePrelimCEARoof.wpd SITE LANDSCAPING DESIGN: •. I I I I I / 'i 1 I I NEW 20' SANITARY / I 41. SEWER & DRAINAGE EASEMENT IN FAVOR .. _ - -' OF LOT 1A Distinctive Landscaping 2111 Omnbosh Rd \— 390 / EAST MOUNTAIN VIEW, LLC I I N CharloOe, VT 05445 I Ph - 802 425 2877 f - 802 425 2197 I I I Is I 11 MJW DSM ® B SAV — i— AR OWNER: F q AIN MUNSON --- AR / OW STORA ,. .` . E THMOVING CORP / Y � � �. . I 11 APPLICANT: MULCHED —/ —' ESE `••' ♦♦ EA(I)'R) / I GT MUN CEA MEAD PROPERTIES, LLC 1 I I I ,o I I I I I SV(3) ' ' / 11 GT �lrl- GT`.rl,rr � . ' op PROJECT: I I II I 1 C / 1 I I I r i GT / I /' CEA I (y I I E / OFFICE Si5 I M(2) irf• , PLANNED UNIT PROPOSED IC rc(77) S OF DEVELOPMENT 1 GT BUILDING LOT 1A Z I _ / / MEADOWLAND BUSINESS PARK 7, 200 SF VERMONT SOUTH BURLINGTON FFE 396.00 r 'I II I I S I I (2 UE' 1 I I-1 I 1 SE - TC(1) o I I i '^ - i D I G7 4 -. 9 116 Cl) III I I i.. GRAVE D IVE _ i a 1 9 m # a II PROPOSD ROPO II sv(3) :' ORAGE BUIELDING P OFTICE D I 1 1000 SF P ILDING # 1 `\180 L.—_ PN N — FFE 393.0 B 1 I PG ^€mot 00 SF - TO �11ID I O G ¢ - I J, I MULCHED FFE 387.70 �II AREA (71'P.) _ P PN ;' ❑ ,. 1 Ilo 1 LOCATION MAP i I I -- -- - - -- -- S I , s4,41 xrnseon I I EwSTINc T } PROPOSED L �t I 9tp HOUSE i' OFFICE BUILDING C 7,200 SF yy ' �/ SITE FFE 388.10 %� l fANDSCAPING I GARAGE � I �S ? °, ° PLAN 61 f I �910�°( FEB.,DIn 2007 DwING NURBRR GRAPHIC SCALE 11LE Cop MUNSON EARTHMOVING CORP. 11. 20' ( IN FEET 1 G— MEADOWLAND INDUSTRIAL PARK i PBD,. No. 1,, 1-h - 20 rt. LOT # 1 °/ 06248 Q Q Q Q i i i i Z vw IMS A, ORSTT 1111111 PRE -CONSTRUCTION GRAD, joM. F FOOTING ---------------- ------ ------- ------ ------ ------ ------ ----------- NORTH ELEVATION SCALE; 1/4' = I '—G 1 00X4a4,� g MR1, M I _ojWN4G PLATE El F=M FM LLJ Ill 011 LFF11 �rjrdj 94. AVERAGE PRE -CONSTRUCTION GRADE ELEV, 39.1.Q0' TOP F FODTNG T--- --------------------------------------------------------------------------------------------------------------- -TYEEV.7392.5u AVERAGEE ELEV. .391 60, ''. 0 0 5y' 0TOP :(Y FOOTING THE------ ------ ------ ------ ------ 0 z (-D nz EAST ELEVATION __j- SCALE: 1/4" V-0- Oil MD �= 11 m U-J < (-)LJ > Lo LJ LL _< _j LLJ 0 cy- 0 UCn BEARI RRST TOP SOUTH ELEVATION WEST ELEVATION SCALE: 1/4" = 1-0' SCALE: 1/4= V—D" vtop fi � I SHEET NUMBER A-2 DATE: 1/25/07 February 25, 2008 Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Final Plat Application #SD-08-06 Findings of Fact and Decision Dear Mr. Marshall: Enclosed are the findings of fact and decision for the above referenced application. Should you have any questions, please let me know. Sincerely, Betsy McDonough Brown Planning and Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0949 2236 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com rim, CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MA11 mr, nnnRF'cc oor, IC/�T /1 ►r.r. V' ''� � Dd �iI✓v �J v'/Z. � '' Mt--- 0(-. 90 ! rIs, e %' �r'� t.rl Gd 7'L'>1/'`(%J I ��✓`°'� ,i'G -%l ray S ECG, l J Permit Number SD- C/ l� -o� -- CITY OF SOUTH BUF LINGTON APPLICATION FOR FINAL SUBDIVISION PLAT 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address'' pphone andd fax #) CEA Properties, LLC PO Box 485, Shelburne, VT 05482 Phone 985-2323 Fax 985-2271 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 651, pgs. 152-156 3) APPLICANT (Name, mailing address hone and fax #) - _ PO Box 485, Shelburne, V CEA Properties, LLC 05482 Phone ax 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) David S. Marshall, P.E., CEA Properties, LLC PO Box 485, Shelburne, VT 05482 Phone 985-2323 Fax 985-2271 S) PROJECT STREET ADDRESS 10 Mansfield View Lane 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 7) DETAILED PROJECT DESCRIPTION 0860-1110 a) Existing uses Farm. andsize 1 A eCommerrc alse) b) Proposed uses on property (include description and size of each new use and existing uses to remain) Change buildinLi roof line. Building Al -1 , 000 SF Accessory c) Total building square footage on property (proposed buildings and existing buildings to remain) 281200 SF` proposed general office d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if base Build Building B-Slab onnt and mezzanine),grade-32' tontopaof gable. tBu lding Al -21 . 4 ° to top, 16.2,to mid root. Bui ing C-bi-ab on gra e- ° opgable e) Number of residential units (if applicable, new units and existing units to remain) NONE f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Building A-25 Employees-1 Company vehicle. Building B-25 Employees; Building C-26 Emp oyees g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Lot 1 A is not encumbered by any over- lav districts. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc, 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? There are no delineated wetlands on the Lot 1A property. Class III wetlands abut the drainage way splitting the remaining portions of Lo b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No, except at the off -site drainage improvemetns near Meadowland rive. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. 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 Wetlands 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). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: Lot 1-49.50 acres (acres /sq. ft.) Lot 1 A-3 .06 acres ( prop. ) Lot 1-46.44 acres (prop) b) Building Coverage: Existing square feet 3.6 % Proposed square feet 1 0 •2 % c) Overall Coverage (building, parking, outside storage, etc): Existing square feet 9.4 % 4 Proposed square feet 410 % d) Front Yard Coverage(s) (commercial projects only): Existing square feet 6-7 Proposed square feet _ 7.0 10) AREA DISTURBED DURING CONSTRUCTION: 1 3 5 , 0 0 0 _sq. ft. * *Projects disturbing more than on -half 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 acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking_ No waivers are requested. 12) COST ESTIMATES a) Building (including interior renovations) $ Nc, Add ; t ; nn a l ('o s t b) Landscaping (see Section 13.06(G) of the Land. Development Regulations) $ No Add' 1 Cost c) Other site improvements (please list with cost) None . 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 238 b) A.M. Peak hour for entire property (in and out) 33 c) P.M. Peak hour for entire property (In and out) _ 32 14) PEAK HOURS OF OPERATION 7 : OOAM to 5 : 00PM 15) PEAK DAYS OF OPERATION Monday thru Friday 16) ESTIMATED PROJECT COMPLETION DATE November 2 0 0 9 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. Please see attached list. 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11,, x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat 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. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: ) I have reviewed this preliminary plat application and find it to be: tom' Complete ❑ Incompl e ect r Planning & Zoning or Designee Date 4 MEADOWLAND BUSINESS PARK To the South Homer & Marie Dubois 1405 Hinesburg Road So. Burlington, VT 05403 Bradley L. Gardiner P.O. BOX 21 Colchester, VT 05446 Gary and Nancy Lines 16 Knoll Circle So. Burlington, VT 05403 Christopher and Theri Davis 18 Knoll Circle So. Burlington, VT 05403 James and Sachi Rowley 1160 Hinesburg Road So. Burlington, VT 05403 To the North Burlington Properties, LTD c/o Dan Kalman P.O. Box 0210 So. Burlington, VT 05403 M coma-Willardk, 699 b HKRoad, Willi on, V'T`05495, To the East Green Acres, Inc. 1269 Spear Street So. Burlington, VT 05403 LIST OF ABUTTERS January 3, 2007 Mark and Kathryn Boucher 20 Knoll Circle So. Burlington, VT 05403 Terrance and Nancy Sheahan 24 Knoll Circle So. Burlington, VT 05403 Scott and Roberta Pennington 26 Knoll Circle So. Burlington, V-i' 05403 Larry and Ginette Brainard 28 Knoll Circle So. Burlington, VT 05403 Michael Gravelin 1060 Hinesburg Road So. Burlington, VT 05403 Spaniel Properties, LLC 1050 Hinesburg Road, Unit A So. Burlington, VT 05403 Summer Ice Joint Venture, LLC c/o Staige Davis 153 Summit Street Burlington, VT 05401 Meadowland List of Abutters January 3, 2007 To the East cant. Munson Realty 89 Shunpike Road Williston, VT 05495 Super -Temp Realty Company, LLC 133 Elm Street, P.O. Box 277 Winooski, VT 05404 O'Brien Meadowlands, LLC O'Brien Brothers Agency, Inc. 1855 Williston Road So. Burlington, VT 05403 To the West Chase Properties & Development, Ltd. P.O. Box 2283 So. Burlington, VT 05407 The Rock of Greater Burlington 145 Pine Haven Shores Road Shelburne, VT 05482 Note: Land to the west of Iinesburg Road across from the Meadowland Business Park property is owned by the City of,South Burlington. Arthur H. Rye and Bernice R. Brisson Arthur H. & Lexie R. Rye 1075 Hinesburg Road 1075 Hinesburg Road So. Burlington, VT 05403 So. Burlington, VT 05403 CIAL E IG3l1 EURIl IG AS'500 U'VEZ"), 11 Ir, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 July 26, 2007 Mr. William Szymanski, City Engineer South Burlington Dept. Of Public Works c/o Planning & Zoning Department 575 Dorset Street South Burlington, Vermont 05403 Re: CEA Office Planned Unit Development Response to Review Comments Dear Mr. Szymanski: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com The CEA Office Planned Unit Development project was approved by the Development Review Board in April, 2007 and contained a condition of approval which required that we address your April 12, 2006 review comments prior to filing the mylars in the Land Records. The attached sheet has been revised to specifically address your review comment. We have included a copy of your original comment letter to the Planning Staff. Ray Belair will be requesting your input on whether this revision addresses the issues raised in your review comment. Thank you for your assistance on this matter. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully, 0 David S. Marshall, Project Engineer \dsm Enclosures Sheet C5.0, Review Comment Memo cc: R. Belair (no enclosures), CEA File 06248 (no enclosures) PA\AutoCADD Projects\2006\06248\Pcrmitting\Local\City Engineer Reply to Comments.wpd Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CEA PROPERTIES Hinesburg Road April 12, 2007 1. Sewage pumping station piping shall have provisions for an emergency portable pump. October 30, 2007 Rabideau Architects 299 College Street Burlington, VT 05401 Attn: Greg Rabideau Re: Proposed CEA Office Building Dear Greg: I have reviewed the drawing which you sent to me regarding the stairwell design for the new CEA building on Hinesburg Road. I have the following comments: In looking at the drawing I have an issue with the superimposing of the stretcher as it does not include a person at each end for the carrying of the stretcher. There are several "pinch points" where it does not look to me that there would be enough room for a carry to occur. The space just is not there for the carriers to adequately maneuver. It also shows the handrails to be quite tight on each side which could further impede the carrying of the stretcher as a corner or end of the stretcher could become "wedged" or caught on the handrail. Given these issues I find this plan to be unacceptable. Please contact me should you need further information. Sincerely, Douglas S. Brent Chief of Fire and EMS Cc: Ray Belair No Text CIS` CIIERK'S OFFICE Ceived �' 200 at (V I corded in Vol on pa .e'72 a So. Burlington Land Records Donna S. Kinville, City Clerk RECREATION PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that MUNSON EARTH MOVING CORPORATION, a Vermont corporation with its principal place of business in the 'Town of Williston, County of Chittenden and. State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the CITY OF SOUTH BURLINGTON, a municipal corporation existing under the laws of the :State of Vermont, Grantee, hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right- of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: A strip of land twenty feet (20') in uniform width with a length of two hundred twenty nine and 57/100 feet (229.571) feet, lying easterly of the eastern edge of the right-of-way for a public roadway known and referred to as Hinesburg Road, said perpetual easement being more particularly depicted on a plan identified as E-1, Sheet 1 of 1, and entitled "PROPOSED RECREATION PATH EASEMENT OVER LOT 1 - MEADOWLAND BUSINESS PARK TO BE CONVEYED BY: MUNSON EARTH MOVING CORP., VT RTE. 116 & MEADOWLAND DRIVE, CITY OF SOUTH BURLINGTON, VERMONT" prepared by Civil Engineering A/ Associates, Inc., dated August 3, 2007, and recorded at Slide 5o of the City of South Burlington Land Records. Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no 1 motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its entry pursuant to this easement and temporary construction easement shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the fullbenefitand protection of 19 V.S.A. Section 2309. For purposes of construction a temporary easement and right-of- way five feet on each side of said permanent easement and right- of-way is hereby granted, together with the right to enter onto the other lands of Grantor proximate to the easement area. Said temporary easement and right-of-way shall expire once construction of the recreation pathway is completed and the same is open and available to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of- way for its intended purposes until such time as the Grantee constructs the recreation pathway, but Grantor, its successors and assign shall specifically place no structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee"s ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a portion of the lands and premises conveyed to the within PA Grantor by Warranty Deed of Summer Ice Joint Venture, LLC, dated December 11, 2003, and recorded in Book 651 at pages 152-156 of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, the Grantor, MUNSON EARTH LOVING CORPORATION hereunto sets its hands and seals this7_1� ay of August, 2007. IN PRESENCE OF: STATE OF VERMONT COUNTY OF CHITTENDEN, SS. RATION B s d o ze a At ; C� ��ro ermont, this _77� day of August, 2007, personally appearedt j"I( G-_MoVjf ,\tj , duly authorized agent of Munson Earth Moving Corporation, signer and sealer of 3 the foregoing written instrument, and acknowledged the same to be his/her free act and deed and the free act and deed of muNSON EARTH MOVING CORPORATION. Before e, No ar lic My ission Expires 2/100/11 SON07-032 CEA REC PATH EASEMENT DEED (MEMC AS GRANTOR REV 8-07-07).DOC Vermont Property Transfer Tax 32 V.SA. Chap 231 --ACKNpVIjLEDGEMENT- RETURN REC'D-TAX PAID IOARD OF HEALTH CERT. REC'D. VT LAND USE & DEVELOPMENT PLANS ACT. CERT REC'D Return No. Date 6 ,Clerk E NOTICE OF CONDITION OF PLANNED UNIT DEVELOMMT APPROVAL WHEREAS, CEA Properties, LLC ("Applicant" herein) received Preliminary Plat (#SD-07-20) and Final Plat (#SD- a 07-21) Approval from the South Burlington Development Wo CU o Review Board by written decision dated April 19, 2007 for w O W the subdivision of a 49.48 acre parcel known and \�E W UCO referred to as Lot 1 of the Meadowland Business Park (owned �v UN by Munson Earth Moving Corporation, "Owner", herein) into >q 1 E- rQ:C: two (2) lots, one being comprised of 46.42 acres (the Y , "Owners Property") and the other being 3.055 acres and (ii) c c o OMo ti for the construction on the 3.055 acre lot of a Planned Unit Development comprised of three (3) 7,200 square foot buildings and one 1,000 square foot accessory structure, said 3.055 acres being commonly known and designated as 1110 Hinesburg Road, located in the City of South Burlington (the "Applicant's Property"), said subdivision being more specifically depicted on a plan entitled "PL-2, 2-Lot Subdivision of Lot 1, Meadowland Business Park for: Munson Earth Moving Corp. & CEA Properties, LLC, VT Rte. 116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc. dated March 26, 2007 and recorded in Map Slide LOY of the South Burlington Land Records (the "Plan"); and WHEREAS, the South Burlington Development Review Board granted said Plat Approval subject to certain conditions as set forth in the final approval motion; NOW THEREFORE the Applicant hereby gives notice that the lands shown on the above -referenced plan are subject to the following conditions and restrictions which run with and be binding upon Applicant's Property, unless and until modified or removed by the South Burlington Development Review Board or its successor: 1. The Applicant irrevocably agrees to grant to the Owner, its successors and assigns, an access easement over, across and through portions of the Applicant's Property for emergency access to the Owner's Property at such time as the Owners (or its successors and assigns) so requests. Said access way is generally depicted on the Plan (PL-2). 2. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the property or any legal interest. 3. This Notice of Condition shall be binding upon the Applicant and the Applicant's successors and assigns. Dated at Shelburne, Vermont, the -'+ day of �►G�-UST" , 2007. IN THE NCE OF: By: �viD S. ads -- ---1 t'(Y JJL STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Shelburne, in said County, this 7'/A day of 2007, . personally appe ed and he acknowledge& this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of CEA Properties, LLC. 1 I �� '^Ff� �f I MWcwOMNY pYOR61p _ - _ - I li EAsxMouNraN 2 I T'mrrrts) xYVT-�F I PRO�ABE N.WhV NE - PM EAST VIEW LANE r �. � — --- -----_ _ I �^ I y. ( 1 � p'v�pYOl�vr 'I . OAiI�•C h•1YT f 6 W,n I _ 1 � SAV d , eM.t--I-------------- MUNSON EARTHMOVING CORP. • 'I.W9T1f1 ✓ .; 1 M IAfd'a 1T11 � 4t 1p10�'T-•"" i � 3- - '' - MUNSON EAHTN MEADOWLANDJN CEA I • Cs:m f"" -'- i : / �— - PROPERTIES, LLC —1 3 Z I cEA °ROPOSE - j, OFFICE OFFICE " ,-� "- PLANNED UNIT BUILDING e f �_" ® I ; ' 1 DEVELOPMENT A -UI ' Ma400r1A 7:20Lo -- -----� usWLAND ness PAR ff[:imm i �I I SOUTH EUIIUACiRM! (/m�j , ; i VEBMONf 1 OOIN6I •I 1 I m L BE IEII°KD _ _ OR4GEBUILOING . Al >es --6— 1 a 1 � R °oEUm UCNTGRNc- .nc°Nr_Y '� 1 -- ; - -- FENCE GN'PR �n .. _._ � s>mN �,� _ •�" 1 I m = LOCATIONMAP glg7yilJ"io5; _ i�� I 1 —u[— um•o.c uAcn.c - I I —o�_ wl,c L--'- — - - -- SITE ' - - - - - - -.J • IMPROVEMENTS ' e ~ > •° .N PLAN GRAPHIC SCALE -�-- / . ,j:p f •^• p'°'m MUNSON EARTHMOVING CORP. °" —) I . ,•, ' MEADOWUWD INDUSTRIAL PARK i Q ® 6 1 • - y LOT#, ��# a �.artLD C-1.1 -? I - SITE LANDSCAPING DESIGN: -NEW 20' SANITARY SEWER & DRAINAGE EASEMENT IN FAVOR W I I I I I� I I II I J,q OF LOT to Distinctive Landscaping `- 330" EAST MOUNTAIN VIEW, LLC I I �' Ph so °425 877 1 fax 802 425 2797 i r _ - DRAxN MJW �—i rUPGEEa ASS III I \_ _ _ - — _ ....— — — — — — I DSM t II _ — — I� � .. -' 7% %® ,; ••, .. I� _ ;� �-- —...—...._.__—.. I _, p E SAV ® II OWNER: AlN c I NfCµ1$ ... �� 1 AR Ps 1 MUNSON — _ _ � —1 I I I I I 1 ,.. _ .,6„ F� _,• t,� � '.:I .. � :' .. ,��'S; �.2! ye 4 ,., — . — OW STORA. — — / '. MO ARTH ING CORP. - __ ---u E Y�. .� � � kK„ E .� s, �+. '�'%rr:-r e,. `-T'r'', S., . F' ,'��iR•�I. 'sc.#• : r;. I' ' . � ' � fie.... Y): �..P �ATA: � ) •t .. 7 �. .�X}t h, ^ 2... �i� �:: 9 N 4�'�':. t-.6d.. I c , •.i-->� .. _. ., .. ..�y a,;.r f. ,sr,�' :�'S�''�'sF n'�t'r�� ye .isY �id'- APPLICANT: " / Lp CE I I I.`u i1t, �7J'.•.,:F. ..,a �$! ,A :Fx rti'; r A...a€ '&n'F h4i s� ..W,YF• 'G y ; . - MUN CEA FENCE .�r a;. .r x< Y�s+T r E;�}�r y' t+�h l --- MEA PROPERTIES, LLC u�\ / .I I �.,.r•.,-.,� -+-- --. ., .. � <Y � r � fir,.. -<. *f ) -... ..' sue. .. ., c:�-� E PROJECT: r�"Ell i`� GT CEA I 7 1•• C(3 �� 'Y` .1 .� * a4.� �'�` e.� '.C� •x�q ���'� ���� y , I // I I I I I •. I I k `,i 'fin• qi it t t I C > .? 1 i II SJ(5 I �� dl „�# ' GT 3 s M3 � �'1� OFFICE i I �.'A �Alm �c S. ��'� �,,, t t �. .i9ww�t�i ?:ft.AEX ram,. 1 / PLA NNED NNED UN IT 3 PROPOSED ,C(3)1:. S DEVELOPMENT brricF ON t�iL1s! y / e sc "s r a/ y„N a� r I W I I I . •.(/;a.�iIILbIN�, t� uh i, 7 a LOT 1A II S✓(dl . A r t� 4+ fit MEADOWLAND BUSINESS PARK = II ffi I I I I`1 (�Q SE C(2) ` i w� ) ® 4 awl r tt F ily g SOUTVERMONT BURLINGTON :tip €' 1w w .-�"• � ust,•t`� . + N3 t S MS r S �B 2 a kFIA i. ~ I I j = I I %"' t AA .r �i s,'k �+ H' :, �• �' q ',,�4 '�'a k _... I I ^+. Z I to ,kill 1� �' �� k 5� 4� rdk. � ur���, �Ftr " bg : »l� I�q"• _ 8B ��L / a a �ti• "P 41 k�< ed Kit' 1 `tt6" �] I 1 S, -J;� I S ut. ,r yR, • Yt ;)F t•147-'t`�Y: `'v�:: ___. _.I I k n p I II i I 1 �.' CRAVE D vE _ � ."� a �„� ��"�� e, •: m > , o- J h {{ PR 'POSEb I PROp(JSED 1, fi+t P ORAGE BUILDING " ) ' '.. A7 > �"�> � , _ ,4' �• �' � *x $ fit ""•-t' I � \ soanpn Ar: OFFICE',' . ry � I , ,' I I L , 1 ; ; . _ .. • .1D nsF �� yyf � �3UlLblNG .: :. N. �' � L �, � �'� ��, � 8D __r_ , - LI •, SHOW" I I Ii •,,• j MULCHED l0 II p FFE387.i0 ruy I \ PN LOCATION MAP I- 2600 I I 111,( 17 T 7 h i gN I \ t ITi \ t U, � F. �. SID31 / DATE CII¢CEED REVISION {'L CEA PROPERTIES, LLC Planned Unit Development Landscape Schedule i Phase l i — �-t Abbreviation Botanical Name Common Name Plant St.. City it 0. ROF' Lei rra.ashtibe IJOUSE t/ AR OFFICE AR Ace, rubrum Red Maple 2.6' I , l I I AA Amelanchier'Autumn BdHiance' Serviceberry 1.5" 43 I I 8UIb11yV GT Gleditsia gencanlhos'Halka' Harg Thornless Honaloam,et 25" 2 MS Malus sergen(ii Serpent Flowering Crebapple 1.5" 8 I I PG Picee alauca whoa Spruce eo' HI a ): I I ROWL I\ PN AR 7, d SF I i SITE PN Pinus nigre Auslnan Pine 60" Ht 5 / SJ Spireea japonice'Neon Flash' Neon Flash Spires 16•• HI 16 SV Spireea vanh-".i Vanhoulle Spires 24" Ht 6 / 1 \ • �, PTI: �i9!}G 10 ' I S Syringe vulgad. Common Purple Lilac 48" Be 2 — — — — — — — LANDSCAPING TC Taxus cuspideta'Nana' Dwad Jap. Spreading Yew 18" HL 10 / ( \ TO Thule occidentalis'Nigs' Dark American Arborvitae 60' Ht 10 / i / I II �.- - / I PLAN Proposed Total Tres"hrubs Cost ° ' - AR �J Go Phase II Go ho'� ! '� `J I 1 Abbreviation Botanical Name Common Name Plant Slze 0ty PG(3) Tre s/Shrubs eAR AR Acer rubrum Red Maple 3" B / —�� / 1 DATE DRAPING NUMBER GT Gleditsia triancanthos'Halka' Halks Thornless Honeylocusl 3" 4 // / FEB., 2007 PG Picea plauca while Spruce 60' Ht 4 �aGRAPHIC SCALE ° MS Me us sarpentii Sargent Fl—ring Crst pple 1.5" 4 / d I SCALE PN Pinus nipra Aualrian Pine 80HI 6 \ '° ° '° m '° We!'MUNSON EARTHMOVING CORP. ) i" = 20' L— MEADOWLAND INDUSTRIAL PARK PR., No. Il Inch - 20 it. LOT # 1 06248 I If SITE ENGINEER: EXISTING 15' BIKE /' NIF BURLINGTON PROPERTIES—' PATHEASEMENT IN -- --------------- t ------------ ----------------------------------- --------------------------------------------- ----------------------- --------------- ------------ ------ 'T -77! TI T77.7 FAVOR OF THE Cilt --------------------- - ----------------- A -- -------- --------------- - ---- Or-9VjTA-wAET1q01Iq9 --- -ii:C;WP--AD ---------- -.-SS j T STORM LINE OUTLET . . ...... EE- END -SEcmw DETAfi,-swwT- c4,2- 7-- EXISTING 20' SANITARY — — — — — — — — — -- EXISTING SEWE CIVIL ENGINEERING ASSOCIATM INC, SEWER EASEMENT IN CEEZNrl I = -- MANHOI-E I FAVOR OF THE CITY 76 P.o.Boxat; sHELSuRNE, vroun I OF SOUTH BURLINGTON RIM-386.9 378—, FAX- —1 -b! INVERT-381.8 j \\,-,-FM INV-377.0 y I PROVIDE 8"x2" REDUCER 71 5- HDpg C) mon- RE—D TO CONNECT, FORCE MAIN W/ F.E. q. On- 1 EW C8 #8 INV-378.10 TO EXISTING[ 8" STUB PJM/MJW ,14 RIM-*383.0 (�� PROPOSED 20' WIDE INV-37 *8.5 @ SEWER EASEMENT IN le CHECKED FAVOR OF LOT 1A DSM AP —Ea IM, SAV MAINTAIN P OWNER Jill FR OSITIVE GRADE..) @ OM PUMP STATION (376 TO MANHOLE CONNECTION (381.8) MUNSON EARTHMOVING CORP. APPLICANT: NEW 20' SANITARY CEA SEWER & DRAINAGE j EASEMENT IN FAVOR OF LOT 1A k PROPERTIES, LLC ............ I PREV�LYAP�D AD iM6,6i VAPPh ❑ I I I i PAAKING AReRS) SIR PROJECT: EA (BY Orl EAST A40ONTA W I,- OFFICE 1 DJNG I EAST MOUNTAIN VIEW, V2 A 8 TAPPwo, ALVE C CEA (BY olNuts) ey am") OFFICE IREp,E PLANNED UNIT NEOYO aem a:.. AM LNED "AUE A.D, 8! . V VU% t247" FOX RUN LANE ASS Ass j71/t:I r)AAC7AIT II il� II 11 II 11 RAW CoII O C CO PROPOSE( OFFICE 13011-DING A 7,200 SF i&rZw . . . . . . . . . . W, ME MASS UNI!D to san, MM & By ON is ` --TM7 f DUSVAIG/?;z HOUSE "I. LOT 1A S MEADOWLAND BUSINESS PARK SOUTH BURLINGTON ---------------- LEGEND VERMONT -7- (EXISTING CONTOUR A ------ MI. OUT-37d.. MUNSOPROPOSED CONTOUR PM4L CALAbrBNOI MEADOWLAND INDUSTRIAL PARK ^— W11 PROPERTY LINE EASEMENT LINE, CAP r to owison SETBACK . ,UNE I W. r.M74 —SS— GRAVITY SEWER LINE r-3mbe —FM— FORCE MAIN eEAeNAII I reseal WATER LINE —ST STORM LINE —OE— OVERHEAD ELECTRIC GRASS LMW M-0 SWAUE I— —UE— UNDERGROUND ELECTRIC I V. "wi.n j+ —G — GAS LINE V. E DRAINAGE SMALE / (5) SEWER MANHOLE II I G STORM MANHOLE ift I 1�, �HYDRANT 5-8-07 DSM REV. PER ENG.EER, CM COMMENTS 0 SHUT-OFF 0 POWER POLE 0 '1 CATCH BASIN "'NOTES I 13-0 UGHT POLE 1. SITE CONTRACTOR TO 13RING WATER MAIN DECIDUOUS TREE II UP INTO MECHANICAL ROOM CONIFEROUS TREE 2. INSTALL, MARKER POSTS AT ENOS OF SERVICE STU134 rY-Y-�� EDGE "OF BRUSH/WOOOS SITE UTILITY L. . . . . ._- I Contours shown are based upon a coTpilotion of PLAN topographic survey information and existing LIDAR I data. The contractor, shall be resp.n5rible for field 11 verifying existing conditions and report any TeACK discrepancies to the Engineer prior Ito beginning work in that area. 2235' DATE DRA.ING NUMMIR t GRAPHIC FEB., 2007 sr-Al2 MUNSON EARTHMOWNG CORP. MEADOWLAND INDUSTRIAL PARK rr LOT#1 C-1.5 I IN FEET) PROD. NO. I i..h it. 06248 A I I I I I I NIF BURLINGPON PROPERTIES SITE ENGINEER: PREVIOUSLY APPROVED PREVIOUSLYAPPROgED I \ \ ' I PARKING AREA (BY OTHERS) �Qcl EAST OUNTAIN VIEW OFFICE B�LDING 3 HYDRANT `-390' 8" VALVE & C P EAST MOUNTAIN VIEW, LLC I HI N CIVIL ENGINEERING ASSOCIATES. INC. I I / if 12 x 8 TAPPING'�. (BY OTHERS) (BY OTHERS PO. BO%as6 SNELBURNE, VI 05ae2 SLEEVE & VALVE, ' " oz Desz�zs Far. eoz ses-n7r »w. ww.ces.�.ca° / I / (BY OTHERS) �\ _ - I----�'-- ( (� 8` D.I. CL 52 '& - \ _ ______ DRAeN°m C eD I I I "I WJ�TER LINE \ PR USLrAPPROVED i / -� 12 HDPE I PJM/MJW I I 3 1 \ GRASS LINED SWALE e ��Of� I a II 1-I-;-1--BYIOTHERS e;x 6 7 AND PAVED�RNErQYOTHERS) \ _ E B8- ±247" I--55�- I I i - �F- �8N4• TEE AND 6, GATE VALVE, I Cf AS LINED R YARD DRAIN AIN #3 L -- INV ..3 ` _ S ,SWAIE _ DSM 4" ; GATE VALVE; Y OTHERS) c (BY OTHERS) _ , _-__E ... v n I +I ..�� - -... _ NEW CB {r7 A rxove RELOCATE EXIS NG _ - - - 'RIM-383.0 _ SAV UTILITY POLE " \ /T TURE LIGHT - -- r _ - -- -_. _- -� INWA-379.6 ..Bi02iERSL W- ... ... ... s / H _ SETBACK - PS CONTROL ' S' H379 OWNER: SETBA _ -. _ :- DPE 1 6,.. 35' 1 / N BO .. PANEL $ I INV. .8 MUNSON ,�,—.—.—.—.—.—.—.—.— —. I I � � � � — — — — ' — ' — ' • — ' — ' -- - ---------- - - -, EARTHMOVING CORP. NEW / teaMPLEX - I - - _:. _... _.. _ - I ✓r PUMP SIS ATION.@ .. c^ sr'M_LAI AiiO-DIiA/�7 j�2 J I APPLICANT: MOTION SENSOR - I75.5 N 391.0' 2 COND T (TYP.) // INV. OUTINV. IN �376.9 MU NVATER LINE' I m$---------- CEA \ / y~ I I I 3 " ELECTRICAL/CONTROL MEA YARD DRAIN �1 T TST NV. 391�2 PANEL PROPERTIES, LLC RIM-394.5INV. 8•:377.43 II I I INV. 392.2 O� //% /. ) ) h' INV.6"378.10 ^� �S� PROJECT: If CAP 6" SEWER SERVICE UN I // CEA LEM�70BO ARD T1N S NS��)4 P RF^SDR 35 P S 55 CONDUIT (TYP.) I I OFFICE I D AI AGE PIPE 2/ II' i N i j I /1.;NV. 6••379.74 PLANNED UNIT PROPOSED q © \ INV. 6"-380.41 ✓ OFFICE I i NV 6 380:59 DEVELOPMENT I I I I 3 INV. 6•:381.25 / I # BUILDING # I NOTE: I I LOT 1A EXISTING 66' I A CAP 6" SEWER SERVICE LINE UILDIN CODER I: FUTURE 80' 1 I s0, s Ac 7,200 SF I a�706�CDLLECTSYSON SYSTEMIPMEAD OUTHNBUR� NGTONARK R.O.W. I I NE GAS'W�FFE39G00 5..UE�7 31(6" SOR 35 PVC SS S � o �LE EN VERMONT / �' /T/j Z I I ISE I G NV 38B 5 - _ UE GRASS LINED SWALE / XISTING CONTOUR h Q I I I 1 %�/ INV. NEW Sfa YS, �� - Q I I _/// 389.5 I I'' S, a 3g ROPOS, CONTOUR Z I UE U f/�//� ///' / \ -5. RIM�390.0 g \ I+ 0 I I SERVICE///i//i� I I INV. 4- INV. 6'�381.25 1"PERTY LINE INV. A 380.59 pp m : / _ ____________ �r AS �EMENT LINE I I I DRIP GE _ ' I I� EX. GRAVE DIVE - - --- (TYPJ in/-+- - - \ kTBACK LINE m I I I --' PROPOSED, C.O. INV.6181.4 � 'i-SS RAVOTY SEWER LINE I z " I TORAGE BUILDING I 35' W ORCE\MAIN _ 1000 SF FFE392:0 � � � ; � .� � - -SIN HAIER UNBgO _DAYLIGHT I 1 - / ` - -PERFORATED _ O' SDli36Pj[C, _ _ — — — T I 70RM LINE 1 I INV. t393.0 _OE-_ pE VERHEAD ELECTRICC 3Td3i � I W I UE ELEC. SE UE /i I -UE IINDERGROUND ELECTRIC _.. ' I Z)l � I I�� I I © G � G ET8 G � ...._...__ C LINE GAS SERVICE OA I TGRASS LINED S ALE QBUILDING B 4DEQF RMER PAD, T...-.. [,AS AINAGE SWALE I I I �I II GAS SERVICE. INSTALLATION TELEPHONE C _ _ - �I�I�T &TIMING BY VERMONT GAS PEDESTALS IN 35 PVC ) © (EWER MANHOLE �.. INV. t389.0 •' / I I I ±209' � / - - _ _ r I • 'd I Q ,STORM MANHOLE DATE CH-ED REvlslox 1 r I rDRANT 5-8-07 D4A REV. PER ENGINEER, Cw0 CaNNENTS L . ®UT -OFF B" CAP INV. 383.05 10 IPOwER POKE j EXISTING �/ I I ® ICATCH BAPIN _ / HOUSE / ,I 0-0 GHT PO Off© `I �DECIDUOU E. I I I II I ! I ICONIFERC S TREE r I' I ' ROWLEY I � II - - - EDGE OFI BRUSH/WOODS SITE ...... EXISTING i I —'`' — -- — — — ' I GARAGE I II I � NOTE; , , I `' UTILITY 0 / I Iw I 35. Contours sh"n are based upon a cjmpilatidn of PLAN i� SETBACK topographic survey information and fisting IJDAR yti / dota. The co tractor shall be respon ibb fo field u, 3 O M�'a ve - rifying exist ng conditions and rep t any a ( I - discreopa ��na eeas Ito the Engineer prior t begi�ning work / ±235' DATB DE—NG NUMBER w FEB., 2007 MUNSON EARTHMOVING CORP. ) 1 20' a- C-1.5A `-- MEADOWLAND INDUSTRIAL PARK � /— LOT #1 06PoolND. / M�o� 06248 Building Height Summary Roof Ridge Line Only �- Finish (FT) (FT) '(FT) (FT) Half (FT) Avg (Exist. Floor Eave Roof Half Roof Roof Bldg (FT) Allow Building Grade Elev. Height Height Height Elevation Height ElIdg Height A B 391.5 385.51 396.0 387.71 19.6 19.6 31.9 _ 31.9 25.75 25.75 421.75 413.45 30.25 27.95 40 40 C 381.71 386.1 19.6 31.9 25.75 411.85 30.15 40 Roof Ridae Line with Cuaola 6.7 = Heiath of Cupola (FT) Finish (FT) (FT) '(FT) (FT) Half (FT) Avg (Exist. Floor Eave Roof Half Roof Roof Bldg (FT) Allow Building Grade Elev. Height Height Height Elevation Height Bldg Height A B 391.5 385.5 396.0 387.7 19.6 19.6 38.6 38.6 29.1 29.1 425.1 416.81 33.6 31.3 40 40 C 381.7 386.1 19.6 38.6 29.1 415.21 33.5 40 Accessory Buildinq Finish (FT) (FT) '(FT) (FT) Half (FT) Avg (Exist. Floor Eave: Roof Half Roof Roof Bldg (FT) Allow Building Grade Elev. Height Height Height Elevation Height EIldg Height A-1 391 392.0 9.5 _18.4 13.95 405.95 14.95 15 OK OK OK OK OK OK OK ��. ll 928 Falls Road P.O. Box 485 Phone: 802-985-2323 Shelburne, VT 05482 Fax: 802-985-2271 E-Mail: mail@cea-vt.com August 9, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Re: CEA Properties, LLC Office Facility - Phase I 1110 Hinesburg Road, Lot 1A at the Meadowland Business Park Zoning Permit Application and Supporting Document Submittal Dear Mr. Belair: Please find attached a check in the amount of $1708.40 to cover the costs associated with the Traffic Impact Fee ($1,543.99) and the Fire Impact Fee ($164.41) as outline din your August 9, 2007 email. Thank you for your assistance. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully: David S. Marshall, P.E. Project Engineer ldsm Enclosures: Impact Fee Payments of $1,543.99 (traffic) and $164.41 (fire) and Calculation Sheet cc: CEA File 06248.00 Wenclosures P:WutoCADD Projects\2006\06248\Permitting\Local\Building Permit\Belair Permit2.wpd Page 1 of 1 David Marshall From: ray [rbelair@sburl.com] Sent: Thursday, August 09, 2007 12:55 PM To: David Marshall Subject: Impact Fees Hi Dave, The road impact fee is: $1543.99 and the fire impact fee is: $164.41. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 8/9/2007 Impact 1,ee Calculation for New Non -Residential Construction A Project Name B Effective Date C Type of use D Type of construction �� (f� M� E Value of construction per square foot from Appendix 1 S , (a c) F Total square feet of new construction G Total value of new construction E x F H Above in units of$1,000 S , G / 1000 I Existing land value cc Grand list I Above in units of $1,000 Qj I/ 1000 K Total value of site and improvements after construction +¢ip 35�; `�� p� G + I L Above in units of$1,000 g �" Cie'" K/ 1000 ROAD IMPACT FEE M Base road impact fee per VTE N Estimated PM peak hour VTEs O Base road impact fee P Credit per $1,000 (Table RD-5) for past payments Q Credit for past payments R Credit per $1,000 (Table RD-6) for future payments S Credit for future payments T Total road impact fee FIRE PROTECTION FEE Estimated post construction value of structure and contents U in units of $1,000 V Base fire protection impact fee Credit per $1,000 of land value Q) for past tax payments W (Table FP-4) $144.56 MxN JxP . O � �6-0�_io L x R 5 Q_S 4?1 S Hx1.875 3. $ ST-$0.87 x U i• From FP-4 X Total credit applicable to project for past tax payments S S Post -construction value of structure and land excluding WxJ Y contents G + I Z Above in units of$1,000,^� Y / 1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) `b From FP-,4 AB Total credit applicable to project for future tax payments p' AA x Z AC Total fire protection impact fee 16 Y, 7 l V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xls 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 1, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility - Phase I 1110 Hinesburg Road, Lot 1A at the Meadowland Business Park Dear Mr. Belair: In an effort to accelerate the process for applying for and acquiring a Zoning (Building) Permit for Phase 1 of the CEA Office project, we have prepared the following documents for your review in support of that process. Please note that our goal is to acquire the Zoning (Building) Permit. 1. Summary of Compliance with Permit Conditions - We have attached a letter which outlines how each of the conditions has been or will be complied with. A. The filing of the mylar requires that it include the private street name for the common access with East Mountain View, LLC to the north. The Planning Commission will not be making a final decision on the street name until the evening of August 71h. The DRB Chair will be available to sign the mylars that same evening. In order to minimize a call back for the Chair at a later date, we would request that two sets of mylars be signed, one with the preferred name and the "back-up" name. Once the final word from the Planning Commission comes back from Betsy McDonough, then we can recycle the mylar with the unused name. If this is acceptable then we will forward the mylars to you shortly. B. Landscaping Letter of Credit - A draft of the Letter of Credit document is enclosed. An executed version will be produced on August 81h in the amount of $15,000 to cover the Phase I Landscaping O Costs. �A/ %44 m4kK/ C. Legal Filings - The "Notice of Conditions" and the Recreation path easement documents remain in Stitzel & Page's office. We trust that the format is suitable for pulling a Zoning Permit. Mr. Ray Belair Page 2 of 2 August 1, 2007 I 2. Zoning (Building) Permit Application - Attached is a draft of the filled out application. We will provide a check in the amount of $1,045 issued to the City. Full size plan sheets depicting the site improvements and elevations of the buildings will be provided next week. 3. Application for Wastewater Connection - This final application form is enclosed. A check in the amount of (300 GPD x $4.60/gpd + $25 + $11) $1,416.00 will be issued to the City. Full size plan sheets will be provided next week. 4. Application for Water Connection - This is being processed through Jay Nadeau. A copy of the letter is attached. This completes our summary of the documentation being prepared in support of the issuance of a Zoning Permit for the project. If there is anything missing, please feel free to contact me at 985-2323 x310. Respectfully: David S. Marshall, P.E. Project Engineer \dsm Enclosures: Letter to Belair - Response to Conditions of Approval w/ attachments Wastewater Connection Application Zoning Permit Application Landscaping Letter of Credit Form Nadeau Letter for Water Connection CC' CEA File 06248.00 w/encl PAMWCADD Projects\2006\06248\Permitting\Local\Belair Permit.wpd CITY OF SOUTH BURLINGTON Z O N I N G PERMIT APPLICATIO N Applicant: _ 'tft' LLC. Application No: [office use only] Address: i � , °Jt+LL$�1 #Gf�cT ® �'i6time phone: 99S--ZW Property Address/Location: 10 `1 i t 0 {Fth4 Jt j -gam)''3: B-jj? L . VT 05403 Property Owner: g!l Address: !! ?Plmrc PV5 P-V' kf6 Tax Parcel ID No. 613bO— 0t l t Parce[Size: 3,051; %tG 1. Present use of property (e.g. single family home, garage, commercial building, etc):-m►s Avz:t2 tC.t-.!, Present structure/improvements on property (describe): _"TN'hZE�E -3.P-tz.r.15 -M 5E 2. PROPOSED use of property (please describe in detail what you are planning to do): ("00-61't—bc-" man- Ce{ y - - moo, t r� Pcrc+ c err S7 t i fa .-F" sr c l C�CtS �Z6 PROPOSED structures/improvements including building dimensions (describe): h-t -T, — -ISF - -S-; - t?jLlet.t?I► Cot�i`3� . �'7551oa0 3. ESTIMATED total cost of improvements: —I.�D 5-t 00 0 ATTACH SKETCH PLAN (see attached sketch plan instructions) OR SITE PLAN. 4. Building footprint i.e. size in sq.ft of main floor of house and all attached and detached structures including enclosed breezeways, garages, and sheds (describe): �..' �- f► � '' . i� � I' R it �'' .. ,.. Total square feet of other impervious surfaces on site (i.e. driveways, patios, decks) , 604 � aodr rw = 4-`3 y �.tzta a t .`7 s fflor4C-We;4-r E 3; 770 5F S� APPLICANT/OWNER CERTIFICATION The undersigned property owner hereby consents to submit this application and understands that it the application is approved, the Zoning Permit and any attached conditions will be binding on the property. Property Owner Signature --- ------ - ---- -- -------- Date The undersigned applicant hereby affirms that the information presented in this application is true, accurate and complete. Hppucant signature DATE Received: Date OFFICE USE ONLY — ADMINISTRATIVE OFFICER ACTION — OFFICE USE ONLY FEE Received: $ Identification of zoning district: Identification of proposed use: PROPOSED USE TYPE: Date of SITE PLAN approval/denial Permitted Conditional Approval Date Denial Date j Date of SUBDIVISION approval/ denial i( Approval Date DenialDate l Date of CONDITIONAL USE approval/ denial _ Approval Date Denial Date f Date of appeal VARIANCE approval/ denial Approval Date Denial bate Date of MISCELLANEOUS approval/ denial Approval Date Denial Date j. l i FINAL ADMINISTRATIVE OFFICER ACTION l Z O N I N G P E R M I T ❑ APPROVED IApproval Date Administrative Officer's Signature i Permit EFFECTIVE date Permit EXPIRATION date j ❑ DENIED _ -REASON for DENIAL Denial Date - - Administrative Officer's Sig Notice of Appeal Rights: Any interested person may appeal this decision by filing a written Notice of Appeal with the clerk of the Development Review Board within fifteen [151 days of the date of this decision. The notice of appeal must be accompanied by a filing fee of $85.00, This permit does NOT authorize commencement of any development activity approved by the permit until the permit takes effect as set forth above. Site modifications and improvements made prior to this permit becoming effective may be subject to removal and site restoration if a timely appeal is commenced. Application No. Additional information to address specific requirements of zoning regulations, such as: ❑ Watercourses located on or adjoining property ................. ❑ Wetlands located on or adjoining "'°° Yes 9 property .................................... Yes ❑ Flood plain/flood way located on property ................................. Yes Compliance with performance standards. Does project involve or will it result in: No _ No No f_ ❑ Storage of flammable or explosive materials ................................ ❑ Vibration detectable at property boundaries ................................ ❑ Electromagnetic radiation ........................... ............. .., .............. ❑ Storage or use of radioactive material ........................................... ❑ Noise audible at property boundaries ............................................ ❑ Odors detectable at property boundaries ............. ......................... Describe any situations for which a YES response was provided: Yes Yes Yes Yes Yes Yes No No No _� No ✓ No ✓ No Application No: SKETCH PLAN REQUIREMENTS The sketch plan must be a scaled drawing of the property which contains the following informati 1. Property boundaries with dimensions. on: 2. Existing structures/improvements with identification of any to be removed. 3. Proposed structures/improvements with dimensions. 4. Distance between structures and property boundaries. Additional information based on specific zoning bylaw requirements. 5. Watercourses. 6. Steep slopes. 7. Wetlands 8. View protection zone N AAFM e.00rim _}0 EA$F. MOUMAIN VIEW LLC .� �� r, �ml wwn MR xaer — ----- fE11EN15 ARE I P.AMMAv PaE EAST VIEW LANE -�'••,•' �... _ .. _ - - •. I 1 — — — — — _ _ — OSM • --=a----------- ---t $AV R o.x4- ' 1 - - - - - - - ®. MUNSON EARTHMOVING CORP. �: MEUNSON .RTHMTO of CEA ADO / 'P•vo m • , m L a.• I �`/ PROPERTIES, LLC r. OFFICE PROPOSE z� �a� I - PIANNEDUNIT - --E " BUILDING m a ,® I , DEVELOPMENT minc w LOT IA rulmcV I ..b 7,200 SF =tea P� _- 1 I MEADOMAND-SFNESS PM MTp.------------ 1 SWTHWRUN3TON tat I R4:3M.,O '1 e4, 1 ` i 1y( `I VERMONT p( I �-V.I�IE P,ONNpptt�� ■ t RELOtrED I t -------- � � t ® - '-Al REMOVE TORN NO oT cR uRo6nSmT ao A_ ( � EGENQ W� ( REO`,E SELECT IDFlS �Y -_ 1 ¢I LOCATIONMAP _ . ructac �� L._.------------J I I__o—°. SITE IMPROVEMENTS <; o .. a lo. - Q u LAN •§, GRAPHlc 9c1Id, � �_/ ■ urOiP FER.. 2001 •—••� MUNSON EARTNAfDWNG CORP. •• ua. ; :i `--� •�..-., MEADOWLANDWDUSTRW.PARK i 009 ,•- 1,� - 7 LOT*T ss#� 1 sysH/wms. 06N. Application No: Applicant: Tax Parcel ID No: pt� ("7"1 � o `..tom, Owner: CE�A Builder: 54c>44sv. � G E-911 Location address: IQe Parcel lot size Survey lot numbers •05 �T 114 DESCRIPTION of property andproject: '7 SF Check or fill in the box that applies to the property. Residential Use Sin le Famil Commercial Use Shed Two Famil Pool Office ✓Warehouse Multi -fa_ m_ily _ Gara a Retail Garage v Other Hotel/Motel Shed Floors Room# Bed# Bath# Mixed commercial use —� hBath# Size Bsmt. Number of Units. i 1st SF. Gross Building area Ztb 1OD O 2nd SF. CeilingHeight 3'd SF. Frame type w oop ,nroo p SF. Building Dimensions Foundation Type Exterior Wall T e S rinkle_ r system yes Roof T e Elevator t_tpt `�fa Roof Material Foundation type Heatin T e Generator 1� Heatin Fuel Kitchens K® Fire lace Overhead Doors �o hi® Water public or private Sewer ublic or rivate `4ti3uc, ego The undersigned applicant hereby affirms that the information accurate and complete. presented on this form is tr ue, Applicant Signature Date IN PROPERTY SKETCH Show the existing property layout and any proposed improvements below. ASSESSOR/APPRAISER NOTES FOR PROPERTY UNDER Inspection Date CONSTRUCTION ❑ Site work, permit, forms, water/sewer hookup % of Total Cumulative % of Total �— ❑ Concrete foundation 5 5 ❑ Rough framing 8 13 ❑ Roof cover 21 34 ❑ Windows & exterior doors 4 38 ❑ Rough -in plumbing 2 40 ❑ Insulation 4 44 ❑ Rough -in electric and mechanical 2 46 ❑ Exterior cover 11 57 ❑ Interior drywall 6 63 ❑ Plumbing fixtures 8 71 ❑ Built-in cabinets, interior doors, trim etc. ❑ 5 76 Floor covers 13 89 ❑ Light fixtures, built-in appliances, hardware ❑ Painting & decorating 3 5 92 3 97 100 �.gv731dtWf�uttxkSV 1 PxEVam...nru�a -- I 91 *ems E4STMOUNTAIN VIEW, LLC i ........ f s awl 1�1 ' w,f❑ YferaMRtj REYOW4XRs uVr ORM -=—E - ME Ili 'I PJRUAIM� - T - ��•--�ww-�� _---------_ RACE EAST VIEW LANE t To I R TREE INN 6 �, ��' Asa �.�._I_ _._.1.-- — — --'—'— —❑- 1 wm MUNSON 1 r� EA MMOWNG CORP. 11 1 / I 1 tM.snl" - "n•xasa n� '-T-*�••i (' MUNSON FMTN l • Vila< / f MEADOWUWD CEA arw a me e•• a' ;✓ • 1 , ;'COT R "� �^'^"'°'� a • � 1 PROPERTIES, LLC { i CE OFFICE PnoPosE` PLANNED UNIT o BUILDING y 9E ` ' ® I DEVELOPMENT ❑l„a, er 6. A t LOT to rv:ucaa eP Mf T,2OO SF y /'a,r.� MEADOMIAND W&WSS PM 3 I SCU MDURVhGTON a❑a , ;^ Ri xM.aa ' I __ ; _ I 'I 1 VERAIOM I wrn�n r M ' ' �e P 125.6v 1REMOW IXTORR ARD 3- UNOTHER �D�'Xl6.EC�TTY7HEMO ❑ _ I . ` D �. I 1 ; aeerT''a°E OPERn -0 FENCE ON II - moan m.,ww LooanoNMAP 1, �,;K � I� j � ' � �� oma.o ❑Erns _ - - �• ' , : I ee❑�❑,o.❑ ¢mac ;_._.__._ _ — — — —'— —'— —� I I .—o" SITE L. �.F a . �,eaF >;F. ». 1 • IMPROVEMENTS ■r ..oi PLAN "... GROW WALE a MUNSON EARTHWWNG CORP. �•p — `� :, MEADOWLAND INDUSTRIAL PARK O ®9 ®101°:'� t • _ Loisl C-1 1 • - -, ' 1• a rr'r+v.wm I*CF w,M/ao;.' D6248 Permit Number WW- _ City of South Burlington, Vermont Application for Wastewater Connection Property Owner: GSA --�4ES Address: ° L'�'�' Phone: 9�'S�_ 2,`'�2� �7215 �t-L-5 fZoP+y Yb S5 — -- 1;5H-ct.w3cs +.te 051+5 Applicant: Address: Phone: Project Location: to 4EA-,r -jiww t6 ILI i ❑ Residential Commercial ❑ On -Site Septic Person or firm doing the work: t..�„jec,.j jE�� �� �r Address:����.� Sketch of Sewer Connection (For Inspector Use Onl4.i - I t,� Phone: 8o'6-031�1 Z-4 &MTHMOVINO CORP. CEA PROPERTIES, LLC CEa OFFICE PLANNED UNIT DEVELOPMENT LMI i 1 to®® _EEO i - SITE "�- - - -1- - - - - UTILITY T f PLAN In consideration of the granting of this permit, the undersigned- 1. To accept and abide by all provisions of the Sewer Ordinance, as from time to time amended, of the City of South Burlington, C-1.5 and all other pertinent ordinances or regulations that may be adopted in the future. 2. To maintain the building sewer at no expense to the City. I To notify the Department of Public Works when the sewer is ready for inspection and connection to the public sewer before any portion of the work is covered. 4. To notify the Department of Public Works at least two (2) working days in advance of the requested time for sewer inspection. Call 658-7961 for an appointment. Applicant Signature: Inspection Fee: Date: Recording Fee:--� � t Application: 0 Rejected ❑ Approved Code Officer Signature: Date: Date of Inspection: Inspector's Signature: FOX RUN LANE AT STORM LINE OUTLET EXISTING 20' SANITARY CIVIL ENGINEERING ASSOCIATES. INC, FAVOR OF THE CITY MANHOLE � | `DRAWN | / |TO CONNECT FORCE MAIN INV/ ' '\DSM FAVOR OF LOT 1AIPPRa— SAV ' / FROM PUMP STAT10N (376 ,, / MUNSON ``` / ( EARTHMOVING CORP. CEA SE R DRAINAGE WE i �����wm�PROPERTIES, LLC . r * �-^PROJECT: [JcA | | | 4',|/N p I c E / | -� 16. 41 - -- -- �� ' � ` {J��E /|| � i ~~--� __`/� . ` |PLANNED UNIT | ��/ DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK PANE, SOUTH BURLINGTON PROPOSED CONTOUR MEADOWLAND INDUSTRIAL PARK -LOT#1 PROPERTY LINE 2-1 1—) SS GRAVIT( SEWER LINE .74 —FM— FORCE MAIN W — WATER LINE ST — STORM LINE —OE— OVERHEAD ELECTRIC I— —UE— UNDERGROUND ELECTRIC G GAS LINE DRAINAGE SWALE (S) SEWER MANHOLE t POWER POLE CATCH BASIN 'NOTES 0-0 LIGHT POLE 1. SITE CONTRACtOR TO BRING WATER MAIN DECIDU ' OUS TREE UP INTO MECHANICAL ROOM CONIFEROUS TREE UTILITY NOTE / L Contobrs shown -re based upon a Comp PLAN topographic survey information and e �.,'!`U.AR i data. The contr000r. shall be responsible for field —ifying existing conditions and report my sEn— discrepancies to the Engineer prior(to beginning �brk in that are.. MUNSON EARTHMOVI NG CORP. I I PREWOUSLYAPPROVED SITE ENGINEER: / RLINGTDN PROPER] LLI I I II 1 I ; 3 PREVIOUSLY APPROgED 1 I 1 I I PARKING AREA (BY OTHERS) I J8 - --. _ NFBU EAST�IROUNTAINVIEW \ 6 "A 1 I I al IIAEDICAL OFFICE BL#LDING -390 8" VALVE & C P CIYIL ENGINEERING ASSOCIATES. INC. HYDRANT EAST MOUNTAIN VIEW, LLC 1-J I I III / 12 x 8 TAPPING" BY OTHERS I �I P0.80X4B SHELBURNE, VF 064e2 / SLEEVE & VALVE'. `" ' 1\ (BY OTHERS) ( ) eoz.eeszazss cAr eoz-aeszzn w.a www.met.can (BY OTHERS) _� I ctrr © D.I. CL 52 1 )1� \c� ____-______ __.. - v Wl1TER LINE PR EV USL APPROVED �i 7 12 HDPE i I IG I _-.--BY,;O4T"" HE"RS . PAVED RIVE E Y07HR/12 GRASS . L—IN_ED SWALE _ � �!- oPr PJ RMovc/ RM JW t24 �x s GATE GRASS UNED:SWALE YARD DRAIN 3 cNRaXrtn_SS E TEE AND IM=390.0 /DSMGATE Y 07H (By OTHERS) VA RELOCATE EXIS NG NEW C8 07 POLE RIM3.SAV UTILIINVa379 6 R� _ SETBACK PS CONTROL OWNER: PANELPS INV.-379.8 'MUNSON .SEO_ — . — . — . . — — . — . — . — EARTHMOVING CORP. SiSOLLARAL 6b2A1N Q I I / csIII M_6 SENN=9OCL I II I I ;;W4"A52 D.L"LINE 391OTON II ; TER •. \ wl I , T I ST NV.=39142 p I YARD S T •II --I I RIM=394.5 4.5 C-51 _ / II I'; INV.=392.2 I ~ I I I I 1 l EAT BOL RD I M TION 5 NSO a� II RIP;EDG L q P RF. SDR 35 P Ii NI TYP:) I I - -� PROPOSED i cYi q D AI AGE PIPE 4 ( OFFICE ' I \ I 3 BUILDING EXISTING 66' II I I I # _- 1 NOTE: IN BUILDIN11 UODE&ORA R.O.W. FUTURE 80' I I I 150' S TRAC 7,200 SF a I SYSTFb1 i9-PRIMIETER EDGE COLLEC DRII ON SYSTEM I NE GAS W FFE 39000 S -0.07 ' 3ll 6' SOR 35 PVC R.O.W Z I C r_ G❑ NV $88 5 I, I UE I / NV. o UE Jll () I I I _ s_ 389.5 NEW SMFr-�— z ( I Q I UE SERA4CE U �.. / I �C-:, RIM=390.0 CE I IN s32.0 INV. 4"=�Rt d I ! INV. 5"-381.25 INV.�380_..59 DRIP GE� EX. GRAVE DIVE _ (TYP.) m I III c� l I I I I PROPOSED I I Z I I . 1 ISTORAGE BUILDING I of Al i Je DAYLIGHT -_ 1 $F ("PERFORATED U Q I I (01,' I I IfI I \\�I L— FFE392.0' I I I Ili UE 33-dT0 UE ... ELEC. SE , G SETS I �. l a G ...—...—... GRASS UNED S ALE GAS SERVICE DAYLIGHTcc A ' I BUILDING B doEPF tDRMER PAD, GAS TIMING BY�ERMOINSTALLAnONGAS \ TELEPHONE-Cb&E35 PVC _ �T & TMING BY VERMONT GAS - PEDESTALS INV. t389.0 1 I t209' I II I � I 6" CAP J INV.-383.0 I I I i HOUSE: p � I 1 ! I EXISTING I GARAGE l 3q1 0 � ! I ! I I ! I � I \ NEW SIMPLEX PUMP STATION_e RIM=384.8 ' INV. IN=375.5 MU A APPLICANT: __ _____ INV. OUT=376.9 CA f ELECTRICAL/CONTROL PANEL L MEA l.i G!-1 PROPERTIES, LLC INV. 8"=377.43.0 ;r INV. 6"-378.10 ^� 3$0 PROJECT: CAP 6" SEWER SERVICE UN .I ��/ I CEA ss 2"0 CONDUIT (TYP.) I - OFFICE INV. B"=379.74 010'9 O• /: I' l PLANNED UNIT " INV. 6"=380.41 S QUO 'SS INV. 8"=3BD:59 / j - — DEVELOPMENT .. INV. 6"=381.25 C .0 CAP 6" SEWER SERVICE LINE / I;. I LOT 1A s MEADOWLAND BUSINESS PARK A SOUTH BURLINGTON o LE EN / VERMONT o- GRASS LINED SWALEI y m --aea/-- -- XISl1NG CONTOUR ROPOSED CONTOUR � 1+ - - FfgPERTY LINE _____________ �s.\ � ASEMENT LINE LINE / 1 �TBACK C.O. INV.=181.4 � ;-�-- —SS RAWTY SEWER LINE 35' \ JORCE\MAIN W WATER UR4O ;-�- —ST TORM LINE 1 [VIERHEAD ; —OE ELECTRIC :— —UE IINOERGROUND ELECTRLC ' -I- — G AS LINE \� RAINAGE SWALE EWER MANHOLE i(S) )I ® 'STORM MANHOLE GATR CNecxse RmloN 'Al YD RANT 5-e-07 0SM REV. PER ENGINEER, CAD COMMENTS i® HUT -OFF( I Id IPOWER POLE 1 I — ® ICATCH BASIN 00 HT POLF LCIDUO� I O 0 © TREE' CS TREE \I rvv`iv'vYvv-v-� ,EDGE OF, BRUSH/WOODS CITE UTILITY 35' Contours shown are based upon o Arnpilatijr, of PLAN SETBACK topographic survey information and {sting IDAR data. The contractor shall be respon ible fatfeld verifying sOto conditions and repot any I � discrepancies to the Engineer prior t beginning work ci n that area. I� +235' / RATE a ING NUNRBN FEB., 2007 MUNSON EARTHMOVING CORP. ) 11" 20' G' -1 MEADOWLAND INDUSTRIAL PARK •5A LOT #1 --- m 06248 S 2 T E P LAN LETTER OF C�2.ED=T AGREEMENT THIS AGREEMENT,' executed in triplicate between Lz,", , of 0091f-jes hereinafter referred to as "DEVELOPER", of hereinafter referred to as ""Bank", and "MUNICIPALITY".. hereinafter referred to as W I T N E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of: -property located at -1%0 r-h,a c z 900V ( 10 �r ,44e %�J LA,,e ) , as depec&ted on a site plan entitled ",C->iTE,,,,,, g L-r ", dated A 7-00i , and . prepared by —T — WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as fellows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than , 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deems d to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three ( 3 ) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum of rm -Trf,0,►9^+AC> ($ yC;, C)OO, C>0 ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 2' 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted fox by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter ®f Credit. 14 This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. 3 Dated at Vermont, this day of , 20 IN THE PRESENCE OF: By: Duly Authorized Agent (DEVELOPER) Dated at______ - , Vermont,. this day of20 IN THE. PRESENCE OF: By Duly Authorized Agent (BANK) Dated at _ Vermont, this day of___ _ 20 IN THE PRESENCE OF: Duly Authorized Agent (MUNICIPALITY) 0 GEA PROPERTIES, LLC Planned Unit Development Landscape Schedule Phase Abbreviation Botanical Name Trees/Shrubs AR Acer rubrum AA Amelanchier'Autumn Brilliance' GT Gleditsia triancanthos 'Halka' MS Malus sargentii PG Picea glauca PN Pinus nigra Si Spiraea japonica 'Neon Flash' Sv Spiraea vanhouttei S Syringa vulgaris TC Taxus cuspidata 'Nana' TO Thuja occidentalis 'Nigra' Proposed Total Trees/Shrubs Cost Phase II Abbreviation Botanical Name Trees/Shrubs AR Acer rubrum GT Gleditsia triancanthos 'Halka' PG Picea glauca MS Malus sargentii PN Pinus nigra Proposed Phase 2 Total Cost TOTAL LANDSCAPING COST Required Landscaping 3uilding Costs $720,000 Building A $35,000 Building A-1 $720,000 Building B $720,000 Building c $2,195,000 Total Common Name Plant Size Qty Cost Total Red Maple 2.5" 3 $ 634.81 $ 1,904.43 Serviceberry 1.5" 4 $ 406.36 $ 1,625.44 Halka Thornless Honeylocust 2.5" 2 $ 634.81 $ 1,269.62 Sargent Flowering Crabapple 1.5' 6 $ 406.36 $ 2,438.16 White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 Austrian Pine 60" Ht 5 $ 252.94 $ 1,264.70 Neon Flash Spirea 18" Ht 15 $ 45.98 $ 689.70 Vanhoutte Spirea 24" Ht 6 $ 69.73 $ 418.38 Common Purple Lilac 48" BB 2 $ 122.23 $ 244.46 Dwarf Jap. Spreading Yew 18" Ht. 10 $ 84.23 $ 842.30 Dark American Arborvitae 60" Ht 10 $ 202.63 $ 2,026.30 $ 14,287.33 Common Name Plant Size Qty Cost Total Red Maple 3" 9 $ 833.06 $ 7,497.54 Halka Thornless Honeylocust 3" 4 $ 836.06 $ 3,344.24 White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 Sargent Flowering Crabapple 1.5" 4 $ 406.36 $ 1,625.44 Austrian Pine 60" Ht 6 $ 252.94 $ 1,517.64 Required Landscaping Expenditure First $250,000 of Building Cost 3% x $7,500 2nd $250,000 of Building Cost 2% x $5,000 Remaining Building Cost 1 % x $16,950 Total Required Landscaping $29,450 $ 15,548.70 $ 29,836.03 1 -NEW 20SITF. LANDSCAPING DESIGN: ' SANITARY I I /y SEWER & DRAINAGE LU I I I I I I I �i EASEMENT IN FAVOR I yl OF J.96 LOT to Distinctive I Landscaping I Charlotte, VT 05445 vrn 2I11 Greenbush Rd -- EAST MOUNTAIN VIEW, LLC I +I ph - 902 425 2e77 Is. - 802 425 2797 I 'I ' 1 MJW csacxso — -- -- — -- DSM SAV , , ) , , — vy— ' I A AIN I �:t?' S �a'f's�•�° � ,. .,.� OWNER: � I Tl}`E. _- SP �Fh•ns R I r t al'F ® aka. '� _.�: 1 I r STORA P$ yt MUNSON EARTHMOVING CORP. �:. -. „ yS . .w.,y. =,F jy # y �..� � >•s A ,�,'��y ,� � r,, t .h 1as,.• "' sy. . r a r I .. as• �',:'. " f• I h»' 'a, :',d°�•la, r' ,13 '"��r `''i '"r�,'t".Yx ,. T.si�1 . sM s_,:x;. „k1 v f;. pS 7, �, �-'r_.�__•___` .;'. rf' � ,�.. :� .`"�� .r��'a�,i,`t ;r ,. fit, �v ,3S �` , , ��t� _ � : y s ui'i r :x9 ;.'7 ��,. 4<., ,:�;. .. I � ' .• ,�., .'�•,-. -: '�. 4,. :. :, y .,.,-x. :.; 1-.• ., � r„ �•'� r • ' ��'�. £$,:-. "Y �?�:i-yn �i,ri.-i M. ,. g� �"y. ';,?;I- 1. \ I - LQ. 1,t "t. s!y" x 1 'y' w { q.; <�'(�u `.r. ., '4 /-idL•. °"{, s: y �i. trr i I I� .. �; 4 � .; �:...�e :,•. M...'.t:r� ., a � j -'� � n! Iw ��! ?�;, ! � nPPLu:nNT: I � � I I / GT �a t:. s. '�2;:. �?` t t.,tm,; x".,�p i• r R 'p� r� _ EA ( I x <..;• I 1 ; `.�: y s` ,.a.,Ptlj, I•' ''' ;;v F,. .'sn y'F.,. ___ ID L7ADIPROPERTIES LLC , II � x � r GT PROJECT: 11 ' '. ' C(3 / Fn,, trc:1.S vk`""fa r "•R `=�4�rr�1 ~ i1 ,GT CEA'�`�nfa. ru d'.• , y I / I I Y MS q �AI(2)\.,r x GT t ',ss S a Ir I OFFICE g I 1 I (3) qr S� / PLANNED UNIT SCR-•s.y 1 . II / 4 DEVELOPMENT I w k w �_y,3 .yrA-"'f s''y/•*,e.l +S.£ I LOT1A �y rc ' , ^ _ x r}f MEADOWLAND BUSINESS PARK 2 j I ( ty S Tc(2) A 4 �k as t 'sYl j SOUTH BURLINGTON VERMONT :� I •''... ✓ N i' - . § ^' S t'i R K • ® to '2A`+ F :3:"Fni' T4's:..�r4cs �I , i 'I I I � , 'A ' MS t•b tN � Q I II S �O(8 (2).°4 'kill AR10: •,.•'Y' +, , ?q a+rr ."a. �?..' t� at, 4t• I� r E J`ka"`!y; ,� i/ "� Y � " aa. r�� � • I ... J , jI I I 1 ` I _ 1 I `' y'✓!:' ) x % k` "k' Utz, I �F -�-'� w>s�.� ,r•x e,�. �r �•t��'����, > ,e� r •' roan ) � ie �,�'� y l�'fC Ib I I 1 }. ? • R _ �• '?y, 6 >•y.+ rQ k :4'a c ,?�•" x � tt8 _ _ III ' I S GRAVE to i III k PROPOSED I (3)" '; E ORA G BUILDIN y A7 I I: I I :I I 10 0 SF f U I I I: i I L •PN N FFE 392.D II I h ITO li I MULCHED ' i PN lEj(T — -- -t— \ 11 \ ` CEA PROPERTIES, LLC Planned Unit Development Landscape Schedule Phaa.I FF / Abbreo,tton Botanical Name Common Name Plant Size Qty Tr—IShr.ba H` AR Acer rubrum Red Maple 2.5" 3 OUSE AA Amelanch,er'Autumn Williams' Serviceberry 1.5" 4 GT Gledits s Iriancanthos'Halka' Halka Thornless Honsylocust 2.5" 2 MS Malus sarmntii Sargent Flowering Crabapple 1.5" 6 ` PG Pima glaum vvhila Spruce 60" Hl 4 ); I ROWLEY PIN P nus n,gre Austrian Pine 60" Ht 5 I , Si Spe.ea Isowics'Neon Flash' Neon Flash Some. 18" Ht 15 / SV Spxaea vanhoutte, Vanhoutte Spirea 24" Ht 6 / S Syringe wlgarls Common Purple Lilac 48" BB 2 / TC Tazus cuspldata'Nana Dwarf Jap, Spreading Yew 18' Hl. 10 I 70 Thule occidenlaLs'Nlgra' Dark American Arborvitae 60" HI 10 Proposed Total TreesrShrubs Cost Phase 11 411 �mm Abbreviation Botanical Name Common Name Plant Size Oty TreeWShrubs— AR Acer rubrum Red Maple 3" 9 GT Gledilsia triancenthos'Halka' Halke Thornless Honeylocusl 3" 4 / PG Pima glauca vvhilesprum 60"HI 4 I "a�GRAPHIC SCALE Ms Melus sargemii Sargent Flowering Crabapple 1.5" 4 / 1 PN Pinus nigra Austrian Pine 60" HI 6 \ p0 IN FEET ) w mph - 20 a : P PR 'IPOSEO � .��!-I s d h �3ilLDING ' 7,200 SF PPE3v,70 p j~ I rx �n•\4t 'k � a °' �y+ 1`3 a`^�' v�/rr. N Ili Ill Pi7Ol`it�sW iAR O�IC� PN -------------------- 7. c'�bN a �PN13) ...—...—..._.E AR — PG(3) MUNSON EARTHMOVING CORP. MEADOWLAND INDUSTRIAL PARK LOT#1 \ 1 I \t LOCATION MAP I' - 2000' ' I DATE [RECUR —un- I I _ I I I I' I ' I SITE l LANDSCAPING PLAN I I� — — I (/J DATE ORAxINC NUMREP FEB., 2007 � sus in=20- L-1 Pap1. No. d 06248 July 30, 2007 Mr. Jay Nadeau, Superintendent City of South Burlington Water Department Queen City Park Road South Burlington, Vermont 05403 Re: CEA Office Planned Unit Development 1110 Hinesburg Road Meadowland Business Park, South Burlington oZ2 &liil►FL:_ 7.m In preparation for applying for a Building Permit for Building A of the CEA Office Planned Unit Development, we have summarized our understanding of the fees associated with the proposed connection to the municipal water distribution system„ Water Allocation Fee: 338 gpd @ $1.36 per gallon $459.68 Connection Fee: $1,000.00 This fee structure assumes that the size of the meter for domestic use inside the building will be a 5/8" x 3/4" Please find attached a check in the amount of $1,459.68 in support of authorization to connect to the municipal system. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer =11", Enclosures Check cc: R. Belair (no enclosures), CEA File 06248.00 (w/ enclosures) PA\AutoCADD Projects\2006\06248\Permitting\t.ocal\Building Permit\Nadeaulwpd <. CAVIL EI IGINEERII Ir NJESOCIA ES, IINCI 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 8, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility - Phase I 1110 Hinesburg Road, Lot 1A at the Meadowland Business Park Zoning Permit Application and Supporting Document Submittal Dear Mr. Belair: Thank you for taking the time to review the draft submittal of the Zoning Permit for Phase 1 of the CEA Office project and providing your input on improving the submittal information. We have enclosed the following documents for your review in support of this application process. Summary of Compliance with Permit Conditions - We have summarized the status of the conditions of approval below. 1. All previous approvals and stipulations shall remain in full effect, except as amended herein. Acknowledged. 2. This project shall be completed as shown on the plat submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. This has been slightly modified to reflect the fact that Munson Earth -Moving Corp. provided the City a Recreation Path Easement prior to the filing of the subdivision plat. 3. The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording. a. The plans shall be revised to comply with the City Engineer per the memo dated April 12, 2007. Pump station piping has been changed to include the emergency pump out capabilities. This was reviewed with Bill Szymanski on July 26, 2007 and was found to be acceptable. Mr. Ray Belair Page 2 of 5 August 8, 2007 b. The plans shall be revised to show the street name and associated addresses. This has been coordinated with Betsy McDonough and added to the Plans. 4. The applicant shall comply with the requests of the South Burlington Water Department as outlined in a letter dated March 27, 2007. These modifications have been completed. Please see letter from Jay Nadeau. 5. The applicant shall comply with the requests of the City Engineer as outlined in a memo dated April 12, 2007. See 3a. 6. The applicant shall comply with the requests of the South Burlington Fire Department as outlined in a letter from Chief Douglas Brent dated April 16, 2007 with the exception of the reference to the oversized elevator. The applicant shall reach agreement with the Fire Chief with respect to the design of the stairwell. Acknowledged. The plans have been modified to include a Phase II fire hydrant. The stairwell has been redesigned and will be reviewed with the Chief with a sign -off prior to the C.O. request. 7. The Board grants a rear yard setback waiver of fifteen (15) feet resulting in a 35 foot rear setback for building C. Acknowledged. 8. 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 plans previously submitted meet these standards and is further evidenced by the State's issuance of a Moderate Risk Authorization of the NOI under the Construction General Permit for stormwater runoff. 9. The applicant shall record a "Notice of Conditions" approved by the City Attorney prior to recording the final plat plan that grants emergency access across Lot 1 A for use by development on Lot 1 upon approval by the DRB. This has been approved by the City Attorney, has been executed and is attached. Mr. Ray Belair Page 3 of 5 August 8, 2007 10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Acknowledged. 11. Pole mounted lights must be fully shielded. Exposed convex lenses are not permitted. Soffit lights shall be flush mounted or recessed. Drop lens fixtures are not permitted. Acknowledged. 12. Any new exterior lighting shall consist of downcasting fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. Acknowledged. 13. The proposed 1,000 square foot storage building shall meet all guidelines and limitations of Section 3.10 of the South Burlington Land Development Regulations pertaining to accessory structures and uses. Acknowledged. Compliance will be clearly depicted in the attached elevations and computation of building heights. 14. The applicant shall provide a street name for consideration and approval by the Planning Commission. Submitted and approved by the Planning Commission. The approved name shall be added to the plat prior to recording. The plans shall be revised to show the street address of the four buildings served by this private road. Completed. 15. The applicant shall post a $29,836 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. The Phase I landscaping work cost breaks out to be $14,287. An executed Escrow Agreement with the Chittenden Bank in the amount of $15,000 is attached. 16. Prior to recording the final plat plan, the applicant shall record an easement deed approved by the City Attorney for the 20 foot recreation path. This easement was provided by Munson Earth -Moving and is now recorded in the land records. 17. The applicant shall obtain a zoning permit for the front building within six (6) months of this approval. The Development Review Board grants a period of five (5) years for approval of Phases 2 and 3 of the proposed development. At such time as the five years is reached and the applicant has not sought a zoning permit for either Phase 2 or 3, they shall be Mr. Ray Belair Page 4 of 5 August 8, 2007 eligible, per Section 17.04 of the South Burlington Land Development Regulations, for one (1) extension to an approval if the application takes place before the approval has expired and if the Development Review Board determines that conditions are essentially unchanged from the time of the original approval. In granting such an extension, the Development Review Board may specify a period of time up to one (1) year for the extension. Acknowledged. 18. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the development will generate 33.67 vehicle trip ends during the P.M. peak hour. Acknowledged. 19. If medical office use is proposed for the second floor of any building within the development, then the elevator serving the second floor shall be sized to accommodate an ambulance stretcher in the flat position. Acknowledged. 20. The mylar shall be recorded prior to permit issuance. Acknowledged. The mylars were submitted on August 7tn for signing by the DRB Chair and were held awaiting documentation of compliance issues. 21. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. Acknowledged. 22. The final plat plan (Sheets PL-1 and PL-2) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. Acknowledged. Zoning (Building) Permit Application -Attached is a completed application signed by Munson Earth Moving as the current property owner. We will provide a check in the amount of $720 + $100 + $11= $831 issued to the City. Full size plan sheets depicting the site improvements and elevations of the Phase I buildings are attached. Mr. Ray Belair Page 5 of 5 August 8, 2007 Application for Wastewater Connection - This final application form is enclosed. A check in the amount of (300 GPD x $4.60/gpd + $25 + $11) $1,416.00 is attached and is made out to the City. Full size plan sheets supporting this application are attached. Application for Water Connection - This is being processed through Jay Nadeau and we understand is not required to be completed as part of the issuance of the Zoning Permit. Impact Fees - The calculated impact fees are based on one-third of the stipulated P.M. Peak traffic generation and the associated building values from the ordinance. Checks made out to the City in the amount of $1621.96 (traffic) and $418.05 (fire) are attached. This completes our summary of the documentation prepared in support of the issuance of a Zoning Permit for the project. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully: David S. Marshall, P.E. Project Engineer \dsm Enclosures: Wastewater Connection Application, Plans and Fee ($1,416.00) Zoning Permit Application, Plans and Fee ($831) Landscaping Escrow Agreement Impact Fee Payments of $1,621.96 (traffic) and $418.05 (fire) and Calculation Sheet Three Sets of Updated Plans Executed Notice of Conditions cc: CEA File 06248.00 w/enclosures R\AutoCADD Projects\2006\06248\Permitting\Local\Building Permit\Belair Permit.wpd CIA El`Irl� IEE;Rll Ir A&'S0 1AfEZ). INC. 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 7, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Planned Unit Development 1110 Hinesburg Road, Lot 1A at the Meadowland Business Park Mylar Signing Dear Mr. Belair: In accordance with our earlier discussion, please find enclosed the mylars for filing associated with the CEA Office planned Unit Development. Two versions of Sheet PL- 2 (one with each proposed street name submitted to the Planning Commission for approval) have been included. We have summarized below all of the conditions of approval associated with the filing of mylars to demonstrate that we are not grossly premature on this request to have the DRB Chair sign them tonight. Summary of Mylar Filing Conditions 2. This project shall be completed as shown on the plat submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. This has been slightly modified to reflect the fact that Munson Earth -Moving Corp. provided the City a Recreation Path Easement prior to the filing of the subdivision plat. 3. The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording. a. The plans shall be revised to comply with the City Engineer per the memo dated April 12, 2007. Pump station piping has been changed to include the emergency pump out capabilities. This was reviewed with Bill Szymanski on July 26, 2007 and was found to be acceptable. b. The plans shall be revised to show the street name and associated addresses. This has been coordinated with Betsy McDonough and have been added to the mylar(s) will be added shortly to the hard copy plans. 7. The Board grants a rear yard setback waiver of fifteen (15) feet resulting in a 35 foot rear setback for building C. Acknowledged. Mr. Raymond Belair Page 2 of 2 August 7, 2007 9. The applicant shall record a "Notice of Conditions" approved by the City Attorney prior to recording the final plat plan that grants emergency access across Lot 1A for use by development on Lot 1 upon approval by the DRB. This has been approved by the City Attorney, has been executed and is attached. 14. The applicant shall provide a street name for consideration and approval by the Planning Commission. Submitted and to be approved by the Planning Commission on August 7, 2007. The approved name shall be added to the plat prior to recording. The plans shall be revised to show the street address of the four buildings served by this private road. Street addresses have been added and two versions of PL-2 have been included (one with each submitted street name). 16. Prior to recording the final plat plan, the applicant shall record an easement deed approved by the City Attorney for the 20 foot recreation path. This easement was provided by Munson Earth -Moving and is now being recorded in the land records. 20. The mylar shall be recorded prior to permit issuance. Acknowledged. The mylars are being submitted for signing by the DRB Chair and are to be held awaiting documentation of compliance issues. 22. The final plat plan (Sheets PL-1 and PL-2) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. Acknowledged. Thank you for your assistance on this matter. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully: David S. Marshall, P.E. Project Engineer Enclosures: Mylar PL-1 Mylar PL-2 (East View Drive) PL-2 (Mansfield View Drive) Cc: CEA File 06248.00 w/encl. P:WutoCADD Projects\2006k06248\Permitting\Local\Building Permit\Belair Mylars.wpd CIVIL EI IGII IEEIRI IG A'�JCIME'50, INC 928 Falls Road P.O. Box 485 Shelburne, VT 05482 June 27, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility and PUD Responses to Conditions of Approval 1110 Hinesburg Road at the Meadowland Business Park Dear Mr. Belair: We have summarized the conditions of approval for the project and have included a status summary narrative for each item in support of your determination that we are eligible to file a mylar. 1. All previous approvals and stipulations shall remain in full effect, except as amended herein. Acknowledged. 2. This project shall be completed as shown on the plat submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. Acknowledged. 3. The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording. a. The plans shall be revised to comply with the City Engineer per the memo dated April 12, 2007. Pump station piping has been changed to include the emergency pump out capabilities. b. The plans shall be revised to show the street name and associated addresses. This has been coordinated with Betsy McDonough and added to the Plans. Mr. Ray Belair Page 2 of 4 June 27, 2007 4. The applicant shall comply with the requests of the South Burlington Water Department as outlined in a letter dated March 27, 2007. These modifications have been completed. Please see letter from Jay Nadeau. 5. The applicant shall comply with the requests of the City Engineer as outlined in a memo dated April 12, 2007. See 3a. 6. The applicant shall comply with the requests of the South Burlington Fire Department as outlined in a letter from Chief Douglas Brent dated April 16, 2007 with the exception of the reference to the oversized elevator. The applicant shall reach agreement with the Fire Chief with respect to the design of the stairwell. The plans have been modified to include a Phase II fire hydrant. 7. The Board grants a rear yard setback waiver of fifteen (15) feet resulting in a 35 foot rear setback for building C. Acknowledged. 8. 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 plans previously submitted meet these standards and is further evidenced by the States issuance of a Moderate Risk Authorization of the NOI under the Construction General Permit for stormwater runoff. 9. The applicant shall record a "Notice of Conditions" approved by the City Attorney prior to recording the final plat plan that grants emergency access across Lot 1 A for use by development on Lot 1 upon approval by the DRB. This has been drafted and forwarded to the City Attorney. 10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Acknowledged. 11. Pole mounted lights must be fully shielded. Exposed convex lenses are not permitted. Soffit lights shall be flush mounted or recessed. Drop lens fixtures are not permitted. Acknowledged. Mr. Ray Belair Page 3 of 4 June 27, 2007 12. Any new exterior lighting shall consist of downcasting fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. Acknowledged. 13. The proposed 1000 square foot storage building shall meet all guidelines and limitations of Section 3.10 of the South Burlington Land Development Regulations pertaining to accessory structures and uses. Acknowledged. Compliance will be clearly depicted in the Buildng Permit Application. 14. The applicant shall provide a street name for consideration and approval by the Planning Commission. Submitted. The approved name shall be added to the plat prior to recording. The plans shall be revised to show the street address the four buildings served by this private road. Completed. 15. The applicant shall post a $29,836 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. Acknowledged. 16. Prior to recording the final plat plan, the applicant shall record an easement deed approved by the City Attorney for the 20 foot recreation path. Drafted and forwarded to the City. 17. The applicant shall obtain a zoning permit for the front building within six (6) months of this approval. The Development Review Board grants a period of five (5) years for approval of Phases 2 and 3 of the proposed development. At such time as the five years is reached and the applicant has not sought a zoning permit for either Phase 2 or 3, they shall be eligible, per Section 17.04 of the South Burlington Land Development Regulations, for one (1) extension to an approval if the application takes place before the approval has expired and if the Development Review Board determines that conditions are essentially unchanged from the time of the original approval. In granting such an extension, the Development Review Board may specify a period of time up to one (1) year for the extension. Acknowledged. 18. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the development will generate 33.67 vehicle trip ends during the P.M. peak hour. Acknowledged. Mr. Ray Belair Page 4 of 4 June 27, 2007 19. If medical office use is proposed for the second floor of any building within the development, then the elevator serving the second floor shall be sized to accommodate an ambulance stretcher in the flat position. Acknowledged. 20. The mylar shall be recorded prior to permit issuance. Acknowledged. 21. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. Acknowledged. 22. The final plat plan (Sheets PL-1 and PL-2) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. Acknowledged. This completes our summary of the status of compliance with the Conditions of Approval as we understand them. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures State NOI Nadeau Letter Original Legal Document Correspondence Three Sets of Revised Plans Mylars for Filing PAAutoCADD Projects\2006\06248\Permitting\Local\Responses to Findings of Fact.wpd Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CEA PROPERTIES Hinesburg Road April 12, 2007 1. Sewage pumping station piping shall have provisions for an emergency portable pump. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 May 17, 2007 Civil Engineering Associates Mr. Dave Marshall P.O. Box 485 Shelburne, VT 05482 Re: 1 110 Hinesburg ;Road Dear Dave: The South Burlington Water Department has reviewed the final plans for the above referenced project. Please find my comments below. 1. The current set of plans for the above referenced project is acceptable to this department relative to all water related activity provided the changes or corrections included in this letter have been addressed, including: 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 4. The SBWD shall be notified in advance to inspect all connections, joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling. 5. A hard copy set of Record Drawings as well as one electronic copy in Auto- CAD.DWG Version 2003 Format or newer shall be supplied to this Department upon completion of the water system improvements. if you have wty yucstions or 1 ewi be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose x 1....w x Plan Reviews: ] 100 Hinesburg Rd 5-07 Er AY ,,, 4irc, SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 March 27, 2007 Civil Engineering Associates Mr. Dave Marshall P.O. Box 485 Shelburne, VT 05482 Re: 1110 Hinesburg Road Dear Dave: The South Burlington Water Department has reviewed the final set of plan plans for the above referenced project. Please find my comments below and refer also to all previous correspondence on this project. 1. The current set of plans for the above referenced project is acceptable to this department relative to all water related activity provided the changes or corrections included in this letter have been addressed, including: a. Site Utility Plan, Sheet C-1.5. A temporary blow off must be installed after the westernmost gate valve and before the cap for water quality flushing purposes. The temporary blow off should be between one -inch and two-inch in diameter. This temporary blow off will be removed when the water line is extended to the Meadowland Development. b. Site Utility Plan, Sheet C-1.5, The proposed gate valves for buildings B and C must be secured to the 4"x4" tee. c. Water Detail: Sheet 5.1, Water Service Connection Detail: Corporations shall be Cambridge Brass No -Lead brass or Red Hed Manufacturing brass 4381, or Department approved equal. Curb stops shall be Cambridge Brass 1, o-Lead brass or Red Hed Manufacturing SB 5151B4151, or Department approved equal. All brass unions and adapters shall be Cambridge Brass No -Lead Brass or Red Hed Manufacturing brass, or Department approved equal. Curb box rods shall be stainless steel. d. Water Detail: Sheet 5.1, Thrust Block Detail: No thrust block shall be poured around the gate valve at a dead end. Instead, the valve shall be restrained using EBAA or Sigma mechanical joint restraints, and the cap at the end of the stub shall have a thrust block installed. e. Water Detail: Sheet 5.1, NOTES: 42, add "and SBWD" after the Engineer. f Specifications, Sheet C-6.2: Copper services are applicable for building A. See "c" above. g. Specifications, Sheet C-6.2. Pressure and Leakage Tests. The divisor for the leakage formula has changed according to AWWA. 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 4. The SBWD shall be notified in advance to inspect all joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling. 5. A hard copy set of Record Drawings as well as one electronic copy in Auto- CAD.DWG Version 2003 Format or newer shall be supplied to this Department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose APR-1772007 10:08A FROM:CITY OF 90UTH BURLIN 8028464101 �n'99852271 P.2 South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-411.0 Douglas S. Brent, Fire Chief April 16, 2007 & Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: CEA Office/Planned Unit Development Dear Juli: I have reviewed the plans for the proposed construction of this 3 building office subdivision off of Hinesburg Road. I have also met with Mr. Steve Vock one of the principals of the project. I 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 locations to be specified by SBFD. 4. Fire Alarm System panels and enunciator location to be specified by SBFD. 5. Provide an emergency key box(s) for each building, location to be specified by SBFD. 6. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. I have discussed this issue with Mr. Steve Vock. The Division of Fire Safety is allowing this project to proceed with a limited access elevator for handicapped accessibility only. This type of elevator does not provide capability for evacuation of a patient in the supine position. 7. Upon construction of building(s) b or c or both, an additional fire hydrant will be provided. APR-17-2007 10:08A FROH:CITY OF SOUTH BURLIN 8028461101 ��'99852271 P.3 Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could 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. i ereiy, Douglas S. Brent Fire Chief -,o�.YERMONT I State of Vermont Department of Environmental Conservation Munson Earthmoving Corp John Jaeger 85 Shunpike Road Williston, VT 05495 Subject: Construction General Permit3-9020 (2006) Authorization of Notice of Intent # 4290-9020 CEA Office Dear Mr. Jaeger, Agency of Natural Resources WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-241-3287 TEL 802-241-3770 June 21, 2007 Notice of Intent # 4290-9020 for the discharge of stormwater from the construction of has been authorized. Enclosed are four documents that you will need to maintain compliance with this authorization. 1. Authorized Notice of Intent (NOI). The authorized NOI for Moderate Projects is valid until the expiration of the general permit, in 2011. If the project will proceed past the expiration date, you must reapply for coverage under this or another construction stormwater permit before that time unless a replacement permit has not been issued. Refer to Appendix D of the permit for complete information on permit expiration. If the project is completed or is sold before that time, you may terminate the authorization by submitting a Notice of Termination, subject to Subpart 7.4 of the permit. 2. Notice for Posting The notice, which details the authorization and conditions you selected in completion of Appendix A to the CGP, must be posted in a location visible to the public in accordance with Subpart 4.5.0 of the CGP. In accordance with Subpart 5.1 of the CGP, the project risk score must be re-evaluated prior to any major changes to the construction plan. RECEI VF-11J Regional Offices - Barre/Essex Tct./Rutland/Springfield/St.Johnsbury 3. On -Site Plan Coordinator Manual This manual provides a summary of the inspection and record -keeping requirements for your project, a copy of the pen -nit, as well as all forms that might be needed throughout the project. This manual must be provided to the On -Site Coordinator, and must be available for review by DEC representatives during site inspections. 4. Vermont EPSC Field Guide Request Form The Vennont Erosion Prevention and Sediment Control Field Guide was developed to assist contractors in the proper installation and maintenance of Best Management Practices. A request form for a free copy of the Field Guide is enclosed. For complete information on the Construction Stormwater program, please visit our website at http://www.vtwaterguality.org/stormwater/htm/sw cgT).htm. If you have any questions related to this permit authorization, please contact the Stormwater Section at 802-241-3779 or email stormwater(cDstate.vt.us. Sincerely, P'�� M, � Padraic Monks, Interim Section Chief Stormwater Management Section Cc. Peter Snuar, CEA, PO Box 485, Shelburne, VT 05482 Notice of Authorization YETMONT Under Vermont Construction General Permit 3-9020 1� F-or Moderate Risk Projects C IV V IR U IV WICIV IHL 6U1V JtHVHI IUIV Project Name: Lot I Meadowland Notice of Intent Number: 4290-9020 Business Park Permittee Name: Munson Earthmoving Corp Date of Authorization: 06/21/2007 The project listed above has received authorization under General Permit 3-9020 to discharge stormwater from the following construction activities: Construction of an office building, parking and stormwater conveyance swale. This authorization includes the following requirements: 1. Implementation of the authorized site -specific Erosion Prevention and Sediment Control Plan 2. All areas of disturbance must have temporary or final stabilization within 7 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: a. Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 hours. b. Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). 3. No more than 2 acres of land may be disturbed at any one time.. 4. Inspections shall be conducted at least once every seven (7) calendar days and within twenty- four (24) hours of the end of a storm event resulting in discharge of stormwater from the construction site. 5. If there is a discharge of visibly discolored stormwater from the construction site or from the construction site to waters of the State, the permittee shall take immediate corrective action. 6. If there is a discharge of visibly discolored stormwater from the construction site to waters of the State, the permittee shall notify DEC by submitting a report within 72 hours of the discharge. 7. The On -site Plan Coordinator shall have a copy of the EPSC Plan and all amendments available at a central location on -site for the use of all those identified as having responsibilities under the EPSC Plan whenever they are on the construction site. If an on -site location is unavailable to store the EPSC Plan when no personnel are present, notice of the plan's location shall be posted near the main entrance at the construction site. To request information on this authorization, or to report compliance concerns, please contact the Water Quality Division at (802) 241-3770 or write to: VT DEC, Water Quality Division 103 South Main Street, Bldg 10 North, Waterbury, VT, 05671 See Reverse for Posting Requirements Permittee Directions for Posting: This notice shall be placed near the construction entrance at a location visible to the public. If displaying near the main entrance is infeasible, the notice shall be posted in a local public building such as the town hall or public library. For linear projects, the notice shall be posted at a publicly accessible location near the active part of the construction project (e_g., where a pipeline project crosses a public road). See Reverse for Posting Requirements FOR DEPARTMENT USE ONLY. NOI #: Notice of Intent (NOI) for Stormwater Discharges Associated with.�� ` (7 C17� �fd'1T� TrT� Construction Activity on Moderate Risk Sites ENVIRONMENTAL COHSE RVATION under the Vermont Construction General Permit 3-9020 Submission of this completed Notice of Intent (NOI) constitutes notice that the entity in Section A intends to be authorized to discharge pollutants to waters of the State, from the project identified in Section B, under Vermont's Stormwater Construction General Permit (CGP). Submission of the NOI also constitutes notice that the party identified in Section A of this form has read, understands, and meets the eligibility conditions of the CGP and has determined that the project qualifies for coverage as a Moderate Risk project in conformance with Appendix A of the CGP; agrees to comply with all applicable terms and conditions of the CGP; understands that continued authorization under the CGP is contingent on maintaining eligibility for coverage, and that the applicable practices in the authorized Erosion Prevention and Sediment Control Plan must be implemented and maintained for the duration of the construction activities. in order to be granted coverage, all information required on this form must be provided. A. Landowner Information 1.Name: Munson Earthmoving Corp, c/o John Jaeger 2. Mailing Address: a. Street/PO Box 85 Shunpike Rd b. City/Town: Williston c. State: VT d. Zip: 05495 3. Contact Information: a. Phone: (802) 863-6391 Fax: Email: B. Principal Operator Information (if known) 1.Name: 2. Mailing Address: a. Street/PO Box b. City/Town: c. State: d. Zip: 3. Contact Information: a. Phone: Fax: Email: C. On -Site Plan Coordinator Information (if known) 1. Name: 2. Mailing Address: a. Street/PO Box b. Cityffown: C. State: d. Zip: 3. Contact Information: a. Phone: Fax: Email: D. EPSC Plan Preparer Information 1.Name: Peter Smiar, Staff Engineer, CEA 2. Mailing Address: a. Street/PO Box P.O. Box 485, 928 Falls Rd. b. City/Town: Shelburne c. State: VT d. Zip:05482 3. Contact Information: a. Phone:985-2323 Fax: 985-2271 Email:psmiar@cea-vt.com Page 1 of 4 T-4 F t;v E. Project information 1. Project Name: cEA office 2. Part of Common Plan of Development?: ❑✓ Y esF 3. if Yes, Name of Development: CEA office Pun 4. Location Address: a. Street: Lot 1A Meadowland Business Park b. City/ Town:South Burlington c. Latitude: a-e 28' 2' g. Longitude: r3°9 ' z7 " (at or near the center of the project) 5. Project Type: ❑Residential [✓Commercial ❑Industrial ❑Public []Other 6. Description of construction activities to be permitted: Construction of 7,200 s.f. office building, 1000 s.f. storage building, paved parking, underground utilities, stonnwater swale 7. Total Area of Disturbance: 2.9 acres 8. Proposed Start Date: May 1, 2007 9. Proposed End Date: Nov. 2007 10. Are land disturbance activities planned between October 15 and April 15? Yes [✓�No 11, Name(s) of Receiving Waters(s): Potash Brook F. Certification Relating to the Accuracy of the Information Submitted I hereby certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inqu iry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I also certify that the Erosion Prevention and Sediment Control Plan authorized with this Notice of Intent will be Implemented and maintained in accordance with General Permit 3-9020. Landowner Name: Munson Earthmoviing Corp. c/o John Jaeger Title: — Signature Date:.I2'r G. Public Notice Requirement You must provide a copy of this completed NOI form to the municipal clerk for posting in the municipality in which the discharge is to be located. If the project and the related discharge(s) are located in different municipalities, then the completed NOI shall be flied with the municipal clerk in each municipality. Page 2 of 4 For Department Use Only. VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION AUTHORIZATION TO DISCHARGE A determination has been made that the proposed construction activities qualify for coverage under General Permit 3-9020 (2006) as a Moderate Risk project. Subject to the conditions of General Permit No. 3-9020 (2006), the applicant is hereby authorized to discharge stormwater runoff from a construction site as described in this Notice of Intent Number L%L fo -9020. Dated at Waterbury, Vermont this _�/ s ~ day of _I .20 ° `1 Jeffrey Wennberg, Commissioner Department of Environmen I Conservation By. Padraic Monks, Interim Chief Stormwater Management Section Page 3 of 4 928 Falls Road P.O. Box 8S shelhuurue, `✓1' 05482 June 14, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: CEA Properties, LLC Office Facility and PUD Whose: 802- 985-2323 Fax: 802-985-2271 E-Ma il: rnaiJ@bcea-v>t.com 1110 Hinesburg Road at the Meadowland Business Park Dear Mr. Belair: In accordance with the conditions of Approval of the CEA Office planned Unit Development, we have developed two proposed legal documents in support of the Notice of Condition of Planned Unit Development .Approval and Easement for Recreation Path Purposes.M _ If we do not hear otherwise from the City's legal council we will presume that the form and content of these documents is suitable when we apply for our building permit (not withstanding compliance with the remaining conditions of approval). We are planning on a late August construction start date for the project. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \.dsm Enclosure Notice of Condition of Planned Unit Development Approval Easement for Recreation Path Purposes CC CEA File 06248.00 w/encl R\AutoCADDProjects\2006\06248\Permitting\Local\BelairLegalsmpd NOTICE OF CONDITION OF PLANNED UNIT DEVELOPMENT APPROVAL WHEREAS, CEA Properties, LLC ( "Applicant" herein) received site plan approval #SP-04-03 from South Burlington Development Review Board by written decision dated April 18, 2007 for the subdivision of a 3.06 acre parcel from Lot 1 of the Meadowland Business Park (owned by Munson Earth Moving Corporation, "Owner", herein) and for construction of a Planned Unit Development with three 7,200 SF buildings and one 1,000 SF accessory structure on property commonly known and designated as 1110 Hinesburg Road, located in the City of South Burlington (The "Applicant's property"), as depicted on a plan entitled "PL-2, 2-Lot Subdivision of Lot 1, Meadowland Business park for Munson Earth Moving Corp. And CEA Properties, LLC, VT Rte 116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc. dated March 26, 2007 and recorded in Map Slide _ of the South Burlington Land Records; and WHEREAS, the South Burlington Development Review Board granted said site plan approval subject to certain conditions as set forth in the final approval motion; NOW THEREFORE the Applicant hereby gives notice that the lands shown on the above -referenced plan are subject to the following conditions and restrictions which run with and be binding upon Applicant's property, unless and until modified or removed by the South Burlington Development Review Board or its successor: Upon approval of a development plan by the Development Review Board on Lot 1, the Applicant agrees to grant to Munson Earth Moving Corporation (the owner of Lot 1 Meadowland Business Park), its successors or assigns, a twenty foot (20') by two -hundred seventy foot (270') long access easement along the northeast portions of the property for emergency purposes only, including but not limited to health and fire safety, police protection and ambulance services, and that this access must be restricted by a gate or other suitable means upon extension of the of the roads into lands to the east of N/F Munson Earth Moving Corporation. 2. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the property or any legal interest. This Notice of Condition shall be binding upon the Applicant and the Applicant's successors and assigns. Dated at South Burlington, Vermont the day of __ , 2007. IN THE PRESENCE OF: Stephen A. Vock, President STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Shelburne, in said County, this day of , 2007, Stephen A. Vock, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed. Before me, Notary Public My Commission Expires: EASEMENT FOR RECREATION PATH PURPOSES FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CEA PROPERTIES, LLC, a corporation, in the County of Chittenden, State of Vermont hereby grants to, CITY OF SOUTH BURLINGTON, a municipal corporation in the County of Chittenden, State of Vermont, an easement and right-of-way for, and the right to construct, maintain, operate, replace, remove, or enlarge a recreation path and appurtenant structures in, upon, over, and across that certain real property situated in the City of South Burlington and more particularly described as follows: A twenty foot (20') by two -hundred twenty nine and 57/100 foot (229.57) long recreation path access easement along the property frontage on Route 116, Hinesburg Road. The easement area is bordered on the south by property of N/F Rowley and lands to the north of N/F East Mountain View, LLC. Said area being depicted on a plan entitled "PL-2, 2-Lot Subdivision of Lot 1, Meadowland Business park for Munson Earth Moving Corp. and CEA Properties, LLC, VT Rte 116 & Meadowland Drive, City of South Burlington, Vermont' prepared by Civil Engineering Associates, Inc. dated March 26, 2007 and recorded in Map Slide _ of the South Burlington Land Records. Together with the right to enter upon and to pass and repass over and along said easement and right-of- way and to deposit tools, implements and other materials thereon by said CITY OF SOUTH BURLINGTON, its officers, agents, and employees and by any contractor, his agents, and employees engaged by said CITY OF SOUTH BURLINGTON, whenever and wherever necessary for the purposes set forth above. Signed this day of , 2007. GRANTOR: STATE OF VERMONT ) ) ss. COUNTY OF CHITTENDEN ) I certify that I know or have satisfactory evidence that _ signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires P \AutoCADD Projects\2006\06248\Real Estate\Rec Path Easementwpd 928 Falls Rc @d P.O. Box 485 July 26, 2007 Mr. William Szymanski, City Engineer South Burlington Dept. Of Public Works c/o Planning & Zoning Department 575 Dorset Street South Burlington, Vermont 05403 Re: CEA Office Planned Unit Development Response to Review Comments Dear Mr. Szymanski: Phone: 802-985-2323 Fax: 802-985-2271 F-Mail: man9@cea-vi.conn The CEA Office Planned Unit Development project was approved by the Development Review Board in April, 2007 and contained a condition of approval which required that we address your April 12, 2006 review comments prior to filing the mylars in the Land Records. The attached sheet has been revised to specifically address your review comment. We have included a copy of your original comment letter to the Planning Staff. Ray Belair will be requesting your input on whether this revision addresses the issues raised in your review comment. Thank you for your assistance on this matter. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully, David !S.Marsha:11;, Project Engineer \dsm Enclosures Sheet C5.0, Review Comment Memo cc: R. Belair (no enclosures), CEA File 06248 (no enclosures) PAAutoCADD Projects\2006\06248\Permitting\Local\City Engineer Reply to Comments.wpd NOTICE OF CONDITION OF PLANNED UNIT DEVELOPMENT APPROVAL WHEREAS, CEA Properties, LLC ("Applicant" herein) received Preliminary Plat (#SD-07-20) and Final Plat (#SD-07-21) Approval from the South Burlington Development Review Board by written decision dated April 19, 2007 for (i) the subdivision of a 49.48 acre parcel known and referred to as Lot 1 of the Meadowland Business Park (owned by Munson Earth Moving Corporation, "Owner", herein) into two (2) lots, one being comprised of 46.42 acres (the "Owners Property") and the other being 3.055 acres and (ii) for the construction on the 3.055 acre lot of a Planned Unit Development comprised of three (3) 7,200 square foot buildings and one 1,000 square foot accessory structure, said 3.055 acres being commonly known and designated as 1110 Hinesburg Road, located in the City of South Burlington (the "Applicant's Property"), said subdivision being more specifically depicted on a plan entitled "PL-2, 2-Lot Subdivision of Lot 1, Meadowland Business Park for Munson Earth Moving Corp. & CEA Properties, LLC, VT Rte,116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc. dated March 26, 2007 and recorded in Map Slide of the South Burlington Land Records (the "Plan"); and WHEREAS, the South Burlington Development Review Board granted said Plat Approval subject to certain conditions as set forth in the final approval motion; NOW THEREFORE the Applicant hereby gives notice that the lands shown on the above -referenced plan are subject to the following conditions and restrictions which run with and be binding upon Applicant's property, unless and until modified or removed by the South Burlington Development Review Board or its successor: 1. The Applicant irrevocably agrees to grant to the Owner, its successors and assigns, an access easement over, across and through portions of the Applicant's Property for emergency access to the Owner's Property at such time as the Owners (or its successors and assigns) so requests. Said access way is generally depicted on the Plan (PL-2). 2. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the property or any legal interest. 3. This Notice of Condition shall be binding upon the Applicant and the Applicant's successors and assigns. Dated at Shelburne, Vermont, the IN THE PRESENCE OF: LOSE STATE OF VERMONT COUNTY OF CHITTENDEN, SS. day of , 2007. CEA Properties, LLC Stephen A. Vock, President At Shelburne, in said County, this day of 12007, Stephen A. Vock, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of CEA Properties, LLC. Son07-033 CEA Propertiesrea.doc Before me, Notary Public My Commission Expires: 2/10/11 RECREATION PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that CEA PROPERTIES, INC., a Vermont limited liability company with its principal place of business in County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the CITY OF SOUTH BURLINGTON, a municipal corporation existing under the laws of the State of Vermont, Grantee, hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, desfcribed as follows- ,, 4Ta, - A strip of land twenty feet (20') in width and having a length of two h6ndred twenty nine and 57/100 feet (229.57') feet, as ,depicted on a plan entitled "PL-2, 2-i.,ot Subdivision of Lot 1 Meadowland Business Park for. -Munson Earth Moving Corp. and CEA Properties, LLC, VT 116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc., dated March 26, 2007 and recorded in Map Vqe Pages of the City of South Burlington Land Records. Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its entry pursuant to this easement and temporary construction easement 1 shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors, that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction a temporary easement and right-of-way five feet on each side of said permanent easement and right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the recreational pathway is open to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of-way, but specifically shall place no structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a portion of the lands and premises conveyed to the within Grantor by Warranty Deed of , dated , and recorded in of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever 2 against the lawful claims and demands of all persons. IN WITNESS WHEREOF, sets its hands and seals this day of 2007. IN PRESENCE OF: CIVIL ENGINEERING ASSOCIATES Its duly authorized agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. hereunto At , Vermont, this day of 2007, personally appeared , duly authorized agent of Civil Engineering Associates, Inc., signer and sealer of the foregoing written instrument, and acknowledged the same to be his/her free act and deed and the free act and deed of Civil Engineering Associates, Inc. son07-032 CEA rec path easement deed.rea Before me, Notary Public My Commission Expires 2/10/11 3 CIVIL El IGIMERIJ IG Il IC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 June 14, 2007 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility and PUD 1110 Hinesburg Road at the Meadowland Business Park Dear Mr. Belair: In accordance with the conditions of Approval of the CEA Office planned Unit Development, we have developed two proposed legal documents in support of the Notice of Condition of Planned Unit Development Approval and Easement for Recreation Path Purposes. If we do not hear otherwise from the City's legal council we will presume that the form and content of these documents is suitable when we apply for our building permit (not withstanding compliance with the remaining conditions of approval). We are planning on a late August construction start date for the project. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosure Notice of Condition of Planned Unit Development Approval Easement for Recreation Path Purposes cc: CEA File 06248.00 Wend P:WutoCADD Projects\2006\06248\Permitting\Local\Belair Legals wpd NOTICE OF CONDITION OF PLANNED UNIT DEVELOPMENT APPROVAL WHEREAS, CEA Properties, LLC ( "Applicant" herein) received site plan approval #SP-04-03 from South Burlington Development Review Board by written decision dated April 18, 2007 for the subdivision of a 3.06 acre parcel from Lot 1 of the Meadowland Business Park (owned by Munson Earth Moving Corporation, "Owner", herein) and for construction of a Planned Unit Development with three 7,200 SF buildings and one 1,000 SF accessory structure on property commonly known and designated as 1110 Hinesburg Road, located in the City of South Burlington (The "Applicant's property"), as depicted on a plan entitled "PL-2, 2-Lot Subdivision of Lot 1, Meadowland Business park for Munson Earth Moving Corp. And CEA Properties, LLC, VT Rte 116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc. dated March 26, 2007 and recorded in Map Slide of the South Burlington Land Records; and WHEREAS, the South Burlington Development Review Board granted said site plan approval subject to certain conditions as set forth in the final approval motion; NOW THEREFORE the Applicant hereby gives notice that the lands shown on the above -referenced plan are subject to the following conditions and restrictions which run with and be binding upon Applicant's property, unless and until modified or removed by the South Burlington Development Review Board or its successor: 1. Upon approval of a development plan by the Development Review Board on Lot 1, the Applicant agrees to grant to Munson Earth Moving Corporation (the owner of Lot 1 Meadowland Business Park), its successors or assigns, a twenty foot (20') by two -hundred seventy foot (270') long access easement along the northeast portions of the property for emergency purposes only, including but not limited to health and fire safety, police protection and ambulance services, and that this access must be restricted by a gate or other suitable means upon extension of the of the roads into lands to the east of N/F Munson Earth Moving Corporation. 2. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the property or any legal interest. 3. This Notice of Condition shall be binding upon the Applicant and the Applicant's successors and assigns. Dated at South Burlington, Vermont the day of , 2007. IN THE PRESENCE OF: By: STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Stephen A. Vock, President At Shelburne, in said County, this day of , 2007, Stephen A. Vock, personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed. Before me, Notary Public My Commission Expires: EASEMENT FOR RECREATION PATH PURPOSES FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CEA PROPERTIES, LLC, a corporation, in the County of Chittenden, State of Vermont hereby grants to, CITY OF SOUTH BURLINGTON, a municipal corporation in the County of Chittenden, State of Vermont, an easement and right-of-way for, and the right to construct, maintain, operate, replace, remove, or enlarge a recreation path and appurtenant structures in, upon, over, and across that certain real property situated in the City of South Burlington and more particularly described as follows: A twenty foot (20') by two -hundred twenty nine and 57/100 foot (229.57) long recreation path access easement along the property frontage on Route 116, Hinesburg Road. The easement area is bordered on the south by property of N/F Rowley and lands to the north of N/F East Mountain View, LLC. Said area being depicted on a plan entitled "PL-2, 2-Lot Subdivision of Lot 1, Meadowland Business park for Munson Earth Moving Corp. and CEA Properties, LLC, VT Rte 116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc. dated March 26, 2007 and recorded in Map Slide of the South Burlington Land Records. Together with the right to enter upon and to pass and repass over and along said easement and right-of- way and to deposit tools, implements and other materials thereon by said CITY OF SOUTH BURLINGTON, its officers, agents, and employees and by any contractor, his agents, and employees engaged by said CITY OF SOUTH BURLINGTON, whenever and wherever necessary for the purposes set forth above. Signed this day of , 2007. GRANTOR: STATE OF VERMONT ) ) ss. COUNTY OF CHITTENDEN ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires_ 0`"' � � i^ � � "° � �� � r a � � � e r r+ NG 92t)' falls Road P.O. ]Box 485 Shelburne, VT 05482 July 26, 2007 Mr. William Szymanski, City Engineer South Burlington Dept. Of Public Works c/o Planning & Zoning Department 575 Dorset Street South Burlington, Vermont 05403 Re: CEA Office Planned Unit Development Response to Review Comments Dear Mr. Szymanski: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com The CEA Office Planned Unit Development project was approved by the Development Review Board in April, 2007 and contained a condition of approval which required that we address your April 12, 2006 review comments prior to filing the mylars in the Land Records. The attached sheet has been revised to specifically address your review comment. We have included a copy of your original comment letter to the Planning Staff. Ray Belair will be requesting your input on whether this revision addresses the issues raised in your review comment. Thank you for your assistance on this matter. If you should have any questions, please feel free to contact me at 985-2323 x310. Respectfully, David S. Marshall, Project Engineer \dsm Enclosures Sheet C5.0, Review Comment Memo cc: R. Belair (no enclosures), CEA File 06248 (no enclosures) PAAutoCADD Projects\2006\06248\Permitting\Local\City Engineer Reply to Comments.wpd S 43 U228 CITE' CL EMITS OFF ICE 20Q?aj L. %-I Recorded i E J � c4?$3clt f So. ? rlington Lan Re, ar Attest; Uonna S, hinville, city cierk 1100 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 NOTICE OF CONDITIONS TO PROVIDE AN ACCESS EASEMENT TO ADJOINERS PROPERTY OWNER/DEVELOPER: East Mountain View, L•LC PROPERTY ADDRESS: 1100 Hinesburg Road, South Burlington, VT NAME OF PROJECT: Medical Office Building East Mountain View, LLC ("Applicant") received approvals by the City of South Burlington Development Review Board dated January 2, 2007 #SD-06-105 and #SD-06-106 to construct a 24,400 sq. ft. 2-story medical office building at 1100 Hinesburg Road, located in the City of South Burlington ("Applicant's Property"), as depicted on a plan entitled "Site Plan, East Mountain View, 1.100 Hinesburg Road South Burlington, Vermort" prepared by Trudell Consulting Engineers dated 12/8/06 last revised 1/22/07. The South Burlington Development Review Board granted said approvals subject to certain conditions as follows: Prior to recording the final plat plan, the applicant shall record a Notice of Conditions approved by the City Attorney which requires the applicant to provide an access easement deed to the property owner(s) abutting property to the south and east for ingress and egress over the access easement shown on the approved plat upon approval of a development plan on the abutting property by the Development Review Board. The Applicant hereby gives notice that the lands shown on the above -referenced plan are subject to the following conditions and restrictions which shall run with and be binding upon Applicant's Property, unless and until modified or removed by the South. Burlington Development Review Board or its successor: 1. Applicant agrees to grant to the owner of the property abutting Applicant's Property immediately to the South an easement for mutual access, to facilitate the construction of a driveway and pedestrian connection between the two properties. Applicant agrees to construct those improvements on its property which are necessary to accommodate said access. 2. A ppl-cant's obligation to grant an access eas ment as described in Paragraph 1 above shall be conditioned upon the following: a. The owner of the property abutting Applicant's Property immediately to the South must grant Applicant reciprocal rights of access across the property abutting Applicant's Property immediately to the South. b. The owner of the property abutting Applicant's Property immediately to the South shall improve such property necessary to accommodate said shared access, as determined by the South Burlington Development Review Board. C. The owner of the property abutting Applicant's Property immediately to the South must execute a Shared Access Agreement with the Applicant addressing the parties' pro-rata responsibilities for use and maintenance of the access easement. 3. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the property or any interest in the property. 4. This Notice of Condition shall be binding upon the Applicant and the Applicant's successors and assigns. Post -it® Fax Note 7671 Date &L pagoes To F r, From Co./Dept. Co. Phone # Phone # Fax # Fax # 78302294 Executed by the property owner/developer on the date hereinafter written. M. Date Date STATE OF VERMONT COUNTY OF CHITTENDEN, SS. View, LLC Rapd Lafsoi /, its duly authorized gent and member j f F Dina T. Dowhan, its duly authorized agent and member At South Burlington, in said County, this !a day of _ ��, 2007, Rand Larson, duly authorized agent and member of East Mountain. View, LLC, personally�-:appeared and acknowledged this instrument, by himilier sealed and subscribed, to b haler -free ';: ttu5riP act and deed and the free act and deed of said East Mountain View, LLC. RR Befor NoWy Public, Cominis,�i�)h Expires 2/10/1.1 STATE OF VERMONT COUNTY OF FR.ANhLIN, SS. At St. Albans, in said County, this �� day of .e , 2007, Dina T. Dowhan, dulyauthorizedagent and member of East Mountain iew, LLC, personally appeared z a owledged this instrument, by him/her sealed and subscribed, to be his/her free idwand the free act and deed of said East Mountain View, LLC. -,•,'fix -=°e r Befor e, „.« Notary Pqglic, Commissio xpires 2/10/11 "PE'ast,lVountain View, LLC\Notice of conditions Final.wpd °UIV C State of Vermont C WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-2836 PIN: EJ96-0381.01 Landowner: Munson Earth Moving Corporation c/o Jolm1 Jaeger 85 Shunpike Road Williston VT 05495 This permit affects property identified as Town Tax Parcel ID # 0860-01110 and referenced in deeds recorded in Book 651 Page 152-156 of the Land Records in South Burlington, Vermont. This project, consisting of constructing three buildings to include Phase I for a 7,200 square foot office building with 25 employees and Phase Il for two 7,200 square foot buildings each with 25 employees on Lot IA, being 3.055 acres, served by municipal water and wastewater services located at 1110 Hinesburg Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: L GENERAL 1.1.The project shall be completed as shown on the following plans and/or documents prepared by Civil Engineering Associates, Inc. listed as follows: Proj. No. 06248; Drawing Number C-1.0 "Overall Site Plan" dated Feb. 2007; Drawing Number C-1.5 "Site Utility Plan dated Feb. 2007; Drawing Number C-5.0 "Sewer Details" dated Feb. 2007; Drawing Number C-5.1 "Water Details" dated Feb. 2007; Sheet PL-1 "2-Lot Subdivision of Lot 1 Meadowland Business Park for: Munson Earth Moving Corp. & CEA Properties, LLC" dated March 26, 2007 and Sheet PL-2 "2-Lot Subdivision of Lot 1 Meadowland Business Park for: Munson Earth Moving Corp. & CEA Properties, LLC" dated March 26, 2007. 2.The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3.This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety — telephone (802) 879-2300, the Department of Health — telephone (802) 863-7221, and local officials RLiff to proceeding with this project. Wastewater System and Potable Water Supply Permit WW-4-2836 Page 2 1.4.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 be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5.All conditions set forth in Permit #EC-4-2004 shall remain in effect except as modified or amended herein. 1.6.By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.7.A copy of the approved plans and this pen -nit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local officials. 1.8.This permit may be revolted if it is detennined that the project does not comply with these rules. In issuing this permit, the Division has relied solely upon the licensed designers certification that the design -related information submitted was true and correct and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. 2.WATER SUPPLY and WASTEWATER DISPOSAL 2.1.No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater disposal system until the Secretary receives a certification from a designer, or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater disposal system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This certification shall include the water supply system and water service lines to each structure. 2.l .This project is approved for connection to the City of South Burlington municipal water and wastewater collection systems as depicted on the approved plans. The project is approved for a maximum allocation of 1,013 gallons of water and 1,128 gallons (900 gallons is for the building and the remaining sewer infiltration) of wastewater per day. No changes to the water supply or wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 2.2.The connection of a sprinkler fire suppression system to a public drinking water supply system shall require the installation and maintenance of back -flow prevention devices which conform to the standards acceptable to the Department of Labor & Industry. Wastewater System and Potable Water Supply Permit WW-4-2836 Page 3 2.3.This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this.permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, anew permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Jeffrey Wennberg, Commissioner Department of Environmental Conservation B yErnest Christianson, Christianson, Regional Engineer Dated June 18, 2007 C South Burlington Planning Commission Civil Engineering Associates, Inc. Water Supply Division Water Quality Division Act 250 District Environmental Commission #4 — Case #4C1005 Department of Public Safety, Division of Fire Safety ,�1�i r, i '' ir����, :�JJ�J����rr�j INC� 928 Falls Road P.Q. Box 485 Shelburne, VT 05482 May 8, 2007 Mr. Jay Nadeau, Superintendent City of South Burlington Water Department Queen City Park Road South Burlington, Vermont 05403 Re: CEA Office Planned Unit Development 1110 Hinesburg Road Meadowland Business Park, South Burlington Dear Mr. Nadeau: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Thank you for taking the time to review the means of providing water supply to this and the neighboring project sites. Please find attached a copy of the revised site utility plan and details for the proposed CEA Office Planned Unit Development to be subdivided from Lot 1 at the Meadowland Business Park. This plan has been revised to reflect your March 27, 2007 review comments. The modifications have been highlighted in yellow. The Planning & Zoning Office would appreciate your review of the revised plans in support of their determination that the conditions of approval have been met. Construction is tentatively scheduled for Mid July, 2007. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Site Utility Plan (C-1.5), Details (C5.2), Specifications (C6.2,3) CC' C. LaRose (no enclosures), CEA File 06248.00 (w/ enclosures) PAAutoCADD Projects\2006\06248\Permitting\Local\Nadeau2.wpd AGENCY OF NATURAL RESOURCES (ANR) AND NATUP NL RESOURCES BOARD http://www.a tate.vt.us/dec/ead/pa/index.htm / htt .,rvww.nrb.state.vt.us/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT CL. TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDING PENDING APPLICATION #: DISTRICT: TOWN: L PIN �CJ9(o- D3�1.o1 OWNER OF PROJECT SITE: I APPLICANT OR REPRESENTATIVE: (Name) +_►.v60v) w4i., Koo+ ^ � a m ,Lt (Name) C OA PcDdot, LLC- y i 1 60 , P4 so(' (Address)5 9141 I' ltl (Address) Po fox Lt-6S ' (Town) (State) (Zip) w I I 1 0. a 4 9S (Town) (State) (Zip) 57t...eA-. o5 y g >� (Telephone) ? 8b 3 o3. Tele hone Project Name: Based on a written or oral request or information provided bt 1 received on 5, 9 ° , a project was reviewed on a tract/tracts of land of 49- 5 acres, located on 1110 14r sbUff4 0 . The project is generally described as: ;;2 Lf9.5' A i.rrd- IA 3•©b A Fir fib f v4Z i2cv&w_Arcrazl b'ko ,ft� �� t'"F*"_& G s � , r�. -, — �hi:�i -+ c� ►s!*,�a +� *� ��or , T �r flv bi�5 , S t r�rt� bt-' au tim ; c {; 1 11 ;uge C , �1 1�i 4 / f 4� . A-►� o � 3b �ter�l f- r �� u� re:�..eNt�s �' �ti. �Cv^ �. �.e..A Prior permits from this office: _ _ y t 100,5 rC-4- i-iLiy PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ®I hereby request a jurisdictional opinion from the District Coordinator s ' t t sllicCoordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. ❑ Land n nt ®: Permit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY REQUEST RECONSIDERATION FROM THE DISTRICT COORDINATOR (10 V.S.A. § 6007 (c) AND ACT 250 RULE 3 (C)) OR MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). (#47) ** Project: Commercial ❑Residential El Municipal Has the andowner subdivided before? ❑ Yes ❑ No When/where: # of lots: AN ACT 250 PERMIT IS REQUIRED: Yes ❑I' No _ Copies sent to gatutory Parties: ❑ Yes No BASIS F04 DE ISIOt� SIGNATURE: ���� DATE: #40-1ADDRESS: District# Environmental Commission ( District Coordinator Telephone: U 22.. WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED?kYes ❑ No Wastewater System and Potable Water Supply Permit (#1 & #2)** XNotice of Permit Requirements (deferral language ) (#2) ❑ Floor Drains (#1.2) ❑ Campgrounds (#3) El Extension of sewer lines (#5) REGIONAL ENGINEER ASSIGNED: C-r—S+ (? r{g� ..us�,•� SIGNATURE: DATE: ri l i ADDRESS: Dept. of Environmental Conservation 9 Environment A#s ance Division, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Management Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS /N PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt.us/dec/permit hb/index.htm THIS IS A PRELIMINARY, NON -BINDING ERMINATION REGARDING OTHER PERMIT" WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONST uCTION. PLEASE CONTACT THE DEPART i S INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1, 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9_1) ❑ Residuals Management (#10) 4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: ❑ Construction/modification of source #14) ❑ Open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ❑ Furnace Boiler Conversion/Installation (#14) ❑ Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) (#14) (5e WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-8500 in VT) Contact: y% New Hydrants (#22) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit (#21) II Transient Non -Community water system (TNC) (#21) ❑ Capacity Review for Non -transient non -community water systems (NTNC) (#21) S WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (#6 — 6_5 ) Contact: Contact: Stephanie Lanphear 802-241-4320 � ❑ Flood Plains (241-3759) ❑ 32 Ponds (#.1) Construction General Permits >1AC of disturbance (46.1) �`i ❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) ❑ Stormwater from new development or redevelopment sites (#6.2 & 6_3) ❑ Wetlands (241-3770) (#29) ElMulti-SectorGeneral Permit (MSGP) industrial activities w/ SIC codes (#6.4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) (#27 & 32) LVWASTE MANAGEMENT DIVISION, ANR Contact: rfS t,= • i^ _, ' ❑ Hazardous Waste Handler site ID (241-3888) (#36) ❑ Underground Storage Tank, (241-3888) June Reilly (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,39,40) ❑ Asbestos Disposal (241-3444) V5�Disposal of inert waste, untreated wood & stumps (241-3444) (#41 & 44) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35) ❑ Demolition waste 241-3477 ❑ Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: _ ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: Judy Mirro/John Daly 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) Contact: ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47.4) ❑ Stream Obstruction Approval (#47.5) DEPARTMENT OF PUBLIC SAFETY (802-479-7561) or District Office 879-2300 Contact: } Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) (#49, 50, 50.1, 50.2) ❑ Storage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers (#50.2) 4 Boilers and pressure vessels (#50.3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors (#51, 51.1, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial (#51.1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) 14. AGENCY OF TRANSPORTATION Contact: ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Junkyards (828-2053) (#62) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Railroad crossings (828-2710) (#64) ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Airports and landing strips (828-2833) (#65) ❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873 OR 802-828-3429) Contact: ❑ Use/sale of Pesticides (828-3429) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-3429) (#81) ❑ Milk Processing Facilities (828-3429) (#83, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-3429) (#89, 89.1) ❑ Golf Courses (828-2431) (#71) Green Houses/Nurseries (828-2431)(#79) ❑ Weights and measures, Gas Pumps, Scales (828-2436) #88) ❑ Medium and Large Farm Operations (828-2431) ❑ Retail Sales/Milk/MeaUPoultry/Frozen Dessert/Class "C" Pesticides (828-3429) (#75.1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) ❑ Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 94, 95, 96) dDEPARTMENT OF MOTOR VEHICLES (802-828-2070) El Fuel Taxes; Commercial Vehicle (#69-70) 2?: LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 23. U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date:`: may be reached at 802-879-5676 Copies have been mailed to: Revised 6/06 ' ' ( - PAEVIOU.SLK�IPAROIIED - vnE11vU�AY � s� CIA— EASFMOUTJIAW WEW. LLC i I yl � sErm 5 C�NII NGINEEIUEI. ASSOCIAT[=wIY� IA vaem.as vern c� jQ�� « A.v. aE EarM _ Mv® r,BYl11FFRR5J 39 i \ S2/T����----------- YPJMIMJW Ec ro eE : 1� I k S �A - ✓!, •\bat _ VVV"' MUNSON I/ EARTHMOV/ CORP. rua•Em 9+lal =1 t -• [��UNSON EARTH Ar c WLAND MD CEA COT. PROPERTIES, LLC g99 eesn c as I I E,DEEINK i p ( I CEA O I OFFICE PRED PLANNED UNIToFFrcE tr DEVELOPMENTeuiLOlNc b • I r %i LOT 1A 1 7.200 SF MEADOWLWD BUSINESS PARK NME m' :W I .FTESE°m =. / l�Marlc —------_----- ; 0R°pa�. T s SCUM BURLINGTON pa.0.N. - 1 l '. 1 VERMONC EaslNc lisE}a�Y � t• �__ S�_. I mPRopos '- ' 11410� / 6xdroy©� ° ( ) sEE vaEF yt�la.vr i �. cE k \I_ t PAl OFFM.ED. 1 a L 1 oe BUILDING "9K✓a'_ -� aWr51EgQ 1 ' I � Op F ,. t � � e I I LOCATIONMAP - r. `• ..` x2Dv��---___--- I - ,IEA I 1---Mormon u.rt ----------------- usEEol, uaE - o asC oral a sEre.« ErK I , � PROPOSE-- I� I OFFICE a. cx mE C- t t —� i — - 7,200SF I L —„°CC— oca�nn eueEwe ROWLEY � L uro¢arnauo EECnac SITE IMPROVEMENTS ---M LAN -- ■ �maE aAaaae _ a GRAPHIC SCALE I _ \ _- ■ cA*o. eAm+ FE8.. 2007 •� Ate,• RP. .a MUNSON EARTHMOVING CO°Rp'r"n '"'"r ra` - MEADOWLAND INDUSTRLAL PARKee LOT #1 1 Encc ar usaMooas 062AB DEVELOPMENT REVIEW BOAL 17 APRIL 2007 r 1(�lY�� (C*ve(cj something more like a rec path than a sidewalk would be acceptable, possibly with a break -away gate for emergency vehicles, so it is accessible from Dorset St. only in a true emergency. Mr. Rabideau noted the farming operation to the south. They are looking at a berm to keep people from walking out into the cornfields. Mr. Bolduc asked that there be a stipulation that the green spaces and "paths" be left open in perpetuity so there are no development rights transferred in at some future time. Mr. Rabideau said they would have to resolve that issue with the owner before making that commitment. Mr. Dinklage asked if more density could be transferred in. Mr. Belair said density is maxed out on the westerly parcel. Mr. LaRose said the only way they could add more density would be if zoning changes. Mr. Bolduc suggested the DRB be more proactive now so there is no issue if zoning does change later on. Mr. Dinklale said the Board will ask for a use and maintenance plan for the open spaces. Mr. Bolduc asked if there will be anything like a "community house." Mr. Rabideau said that could happen in the green spaces. He said they need to fit in 10 more units of density, and may not reach it. Mr. Blair noted that where the road lines up with Midland Avenue there is an agreement that it be called Jennie Blair Lane. Mr. Belair noted that the applicant must propose names to the Planning Commission. Ms. Quimby then moved to continue Sketch Plan Application #SD-07-15 until 15 May 2007. Mr. Farley seconded. Motion passed unanimously. 8. Public Hearing: Preliminary Plat Application #SD-07-20 and Final Plat Application #SD-07-21 of CEA Properties, LLC, for a planned unit development to: 1) subdivide a 49.48 acre parcel into two lots of 46.42 acres and 3.055 acres, and 2)develop the 3.055 acre parcel with three 7200 sq. ft. general office buildings and one 1000 sq. ft. detached accessory structure, 1110 Hinesburg Rd: Mr. Marshall identified the location as Meadowland Business Park. He showed the other businesses located there and the O'Brien Brothers condo development on lot 92. The applicant originally proposed a building fronting on Hinesburg Road and a latter phase building beside the Rowley house. They have now removed the second large building and divided it into 2 smaller buildings similar to the Civil Engineering building. The applicant will be requesting a rear yard setback waiver from 50 feet to 35 feet. The adjoining neighbor (Munson) has no issue with that. - 5 - C DEVELOPMENT REVIEW BOAhil 17 APRIL 2007 Mr. Belair said that since there is no idea of what is planned for the remaining acreage, staff can't see having an "emergency only" access. Mr. Ward noted that the neighbor to the north, the Eye Surgery Center, has an issue with vibrations from heavy trucks which could affect laser eye surgery. This could impair that building's ability to house an eye surgery facility. He asked that the "emergency only" access be granted. Dr. Dowhan said the concern is for safety of patients. He noted that a building for a similar use in Montreal had to relocate because it was near a railroad track. Mr. Larsen reminded the Board that at the last hearing, the Board assured them this could be an "emergency only" access. Mr. Matosky asked that there also be an agreement that the developer of the current project use an alternative access for construction materials being brought to the site. Members agreed to an "emergency only" access. Mr. Marshall said heavy traffic will come in on the existing haul road, which will minimize the impacts. Mr. Belair said staff recommends a 5-year period of all building Phases. Mr. Vock asked about the requirement that elevators meet the standard length of a stretcher. He said this building is only 2 stories. Although there will be an elevator, he felt it may never be needed for a stretcher. Mr. Dinklage asked if there are requirements for the width of stairs and whether they can be oversized. Mr. Rabideau said they can, but the issue is a very overweight patient. Ms. LaRose said if the elevator length were to be waived, staff would require that the buildings not have any medical office use, as a medical use would be more likely to have a patient requiring a stretcher. Mr. Belair said the proposal now is for general office use only. Mr. Vock noted that an enlarged stairway would have to be big enough for a stretcher to come around a corner. Members were OK with this as long as the specifications are acceptable to the Fire Chief. The approval motion was amended as follows: Stipulation #5 was deleted. The following wording was added to Stipulation #7:... with the exception of the reference to the oversized elevator. The applicant shall reach an agreement with the Fire Chief with respect to the design of the stairwell. M i DEVELOPMENT REVIEW BOAR 17 APRIL 2007 The following stipulation was added: If the applicant proposes a medical office on the second floor of any building, the requirement for an elevator sized to accommodate a stretcher shall be enforced. Mr. Plumeau said he remains concerned with the pace of development along the Hinesburg Road corridor with no traffic/transportation planning/control. He also cited the lack of a sidewalk for pedestrian safety. Mr. Rowley thanked the developer for taking him into consideration with the design. He agreed with Mr. Plumeau about the traffic and noted that people regularly go through the area at 70 miles an hour. Mr. Dinklage said the City Manager and City Council should be asked to insure traffic enforcement. The DRB can do this as well. Ms. Quimby moved to approve Preliminary Plat Application #SD-07-20 and Final Plat Application #SD-07-21 of CEA Properties, LLC, subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 9:45 p.m. 65-45- d Date -7- VERMONT State of Vermont Department of Environmental Conservation May 10, 2007 Munson Earth Moving Corp c/o John Jaeger 85 Shunpike Road Williston VT 05495 AGENCYOFNATURAL RESOURCES Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-1744-1, CEA Office Planned Unit Dev Phase I to construct a 7200 SF CEA office building with 25 employees, Phase II will consist of two 7200 SF office with 25 employees each municipal water and sewer, 1110 Hinesburg Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on May 9, 2007, including a fee of $564.00.paid by check #023687. Under the performance standards for this program, we have a maximum of 45 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. If you have any questions about the review process, or if you have not received a decision on Iyour application within the 45 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. For the Division of Wastewater Management Mary Baril Administrative Technician II cc: South Burlington Planning Commission CEA Properties, LLC David Marshall 0�, INDEX OF SHEETS: L-1 SITE LANDSCAPING PLAN PL-1 OVERALL PLAT PLAN PL-2 PLAT PLAN C-1.0 OVERALL SITE PLAN C-1.1 SITE IMPROVEMENTS PLAN C-1.2 EXISTING CONDITIONS PLAN C-1.3 SITE GRADING & DRAINAGE PLAN C-1.4 STORMWATER CHANNEL GRADING PLAN C-1.5 SITE UTILITY PLAN SE-2.0 SITE LIGHTING PLAN C-3.0-3.7 EPSC PHASING PLANS C-4.0 EPSC NARRATIVE C-4.1 EPSC SPECIFICATIONS C-4.2 EPSC DETAILS C-4.3 EPSC INSPECTION C-5.0-5.4 DETAILS C-6.0-6.3 SPECIFICATIONS A-4-7 BUILDING ELEVATIONS L GEND -------38e--- --- EXISTING CONTOUR PROPOSED CONTOUR - - - PROPERTY LINE ---------------------- EASEMENT LINE - - - - - - - SETBACK LINE - -SS GRAVITY SEWER LINE - -FM FORCE MAIN - - W WATER LINE - -ST STORM LINE - -OE OVERHEAD ELECTRIC - -UE UNDERGROUND ELECTRIC - - G GAS LINE -''-'-� DRAINAGE SWALE © SEWER MANHOLE ® STORM MANHOLE HYDRANT 0 SHUT-OFF 0 POWER POLE ® CATCH BASIN uo LIGHT POLE 0 12 DECIDUOUS TREE CONIFEROUS TREE �vvwv"v'rv-r� EDGE OF BRUSH/WOODS FILE COPY UNIT DEVELOMENT RECEIVED ED MAR 2 l r7 1110 HINESBURG ROAD City of So. Burlington SOUTH BURLINGTON, VERMONT PREPARED BY: CIVIL ENGINEER: OWNER APPLICANT: CIVIL ENGINEERING ASSOCIATES, INC. MUNSON EARTHMOVING CORP. CEA PROPERTIES, LLC P.O. BOX 485 c/o SOUTH BURLINGTON REALTY, INC. 928 FALLS ROAD SHELBURNE, VERMONT 05482 85 SHUNPIKE ROAD SHELBURNE, VERMONT 05482 (802) 985-2323 WILLISTON, VERMONT 05495 FILE COPY GENERAL NOTES: I. UAAtise.- do net puryod to conantule ar repreoar4 ail Writes. located upon or aojsdnl to till aurvaysa Wemiese. E,isnng Wflly locatlone em approehd* a only. Tha Cdbedor TheA Mld verity ail uliily dnMde All aisc,epanc as shell be repotted to dw Englnem. rite cor4,.aor enall dines ae seh (ee8.344-7233) Ixlw ro any dneo-odion. ]. M I.WV unlAl. not Incorporated Into the Anal -To hall ba removed o, NrarWoned ae Indldletl on Ina plane or dined. by nu Eny,ieer. 3. The Comrado, shell malnrelo ea-hu It plane (wllh Ilea) for ell uMarground Wiflles. Time plans M.'I be sUb fttad to nre Owner at ft dmpW on of the "ad. 4. The mnhedw shall repalrheetore all d Hotbed area, No or oft the site) as a dire, m indeed result of me dnebucnon 5. All greased areas Mail be m.malrwd until NII "and- Is Whits aMd. 8 Mannish all trees oWNde of oonetrudlon limns 7. The C Wirclor.hall be responsible for all work necessary for canpiete and operable fadinles and W lilies S. It In. bWiding h to toospnnkhred be know prevenlian shall be provided In acoordand wgh AWWA M14. The Sna Conlredor.hall co 0.0 IM-W lull to Mo het above IM Misted floor. Sea matlunical plans for dear daWi1. B. Th. Comrador shall su0ms shop dre aJ ro, all dema ald m rader. incorporated into U. ane work. Work Nun not Capin on arty item untll sharp drawi,p epprmal ie granted. 10. In sddilion to Ina rpuhsmeme set In these pane end epadAcanons, Uia COMeaor Meli cnlnplete the walk In -,chit. wM ell permit condlnons and any loll Pudic Wn ia, Slarshode. 11. The loleund for Amah grades for all pavement, walkwsya and lawn .r... Men M 0.1 IsN. 12. My dowel -mg omi s ,, for Me dmpletlon of the snework .hell be codeiderad as part of Me mg and shall M the Gdsdr ae,-ponsidnly. 13. Tha Conheclor shell wadnele ell work within Town Road ROW v 1 Town sof-Illea. 14. Ths Camrador Men ioNall m..1-1, dW and ho.phona servid. In ap..- with H. Wily compeniee raouhemems. 15. Ealsnng Pavement and tree slumps to he remmed shalt be aleposea of sl en spprwad W- sile bcenon. All pavement cols shell be metle wnn a pavement sew. 18. It mars are any conflicta or Incon-les.ea with he plane or a Onatlene, ", ContrW« Mall coned his Engineer rot vedncation before work confimas on IM item in Weshod DIMENSIONAL SUMMARY ZONING DISTRICT. INDUSTRIAL OPEN SPACE DISTRICT REO'D_ EXIST. PHASE I FULL BUILD OUT LOT AREA 3.0 AC. 3.O AC. * 3.06 AC. 3.06 AC. LOT FRONTAGE NONE 229' 229 229' FRONT SETBACK 50, 49' 52, 52' SIDE SETBACK 35' 23' 35' 35' REAR SETBACK 35' 164'* t214' 35' BUILD, COVERAGE 30*1 3.6%* 4.00/ 10.2% LOT COVERAGE 50e/ 9.4%* 15.6e/ 41.0% FRONT YARD COVERAGE 30% 6.7116 7.0e/ 7.09/6 *Existing coverage calculations based upon proposed subdivision line PARKING TABULATION ( LIGHT MANUFACTURING CATEGORY) REO'D• PHASE I FULL BUILD OUT 3.5 PER 1,000 SF 7,200 SF f 1000 x 3.5= 25 SPACES 21,600 SF f 1000 x 3.5= 76 SPACES TOTAL PROVIDED = 28 SPACES TOTAL PROVIDED = 80 SPACES DATE: 3/26/2007 I - I SITE LANDSCAPING DESIGN: NEW 20' SANITARY I PREVIOUSLYAPPROVED I SEWER k DRAINAGE I I I I I 1 ti SEMENTIN FAVOR I PREVIQUI I PARKING AREA (BY OTHERS) OF LOT 1ADistinctive /I EAST MQLandscaping I MEDICAL OG \ EAST MOUNTAIN VIEW LLC 2III one, VT 5*1 Rd \-390— N Charlotte, VT 05445 rph - 802 425 2877 '--""' fax - 802 425 2797 I I$YAPPROVED - MJW �—ssL r �QYOTHERS) \ ±247 I cxscssq DSM ® +I ® SAV D L Tom—. --�_ OWNER: I N AI� I ; ,TREE © 35 r® — ARSE MUNSON 1 1 — — ARTHMOVING CORP. + qq OW STORA -------- -------- ------------- 'CEL AR APPLICANT: IFI .'.' AREA(TYR.) FENCE I - --- GT 4 MUN CEA MEAD PROPERTIES, LLC GT AR PROJECT: it O(3):' '� I GT CEA I I I 13 I i �I sj(5�'..'. 4I �. I•,�(z) GT I I OFFICE I S MS f 1 S 0 I PLANNED UNIT TC(3) i .I 13 DEVELOPMENT ExlsnNc es I _ iLa i # �� ---- I LOT lA R.O.W. I Si(�''' A:%// I MEADOWLAND BUSINESS PARK TC(2) ® \ I SOUTH BURLINGTON FUTURE 80' I , s'D'�+�*DAc _ �''• _ MS I \ '��, VERMONT Z R.O.W. I — S�I:I' AA(2) I I I AR — cv ? SJ(5) . .' 3E I I O I I I fTc � I m GRAVE D IVE 01 �kt O U- W I I SV(3)^'•' �- ICI SIP _ ~ \ $ _ 35' \\ � M I 49 ' 0` U ( I CO I I I I PN pr, I_ — PN PN — •• yy.. — CPC' PC; P/ \ MULCHED \ .TO(5) yp \\ AREA (IYP.) E�, PN --- I \ I __y - - � PN O 1 O LOCATION MAP r \ I *.SN R r' = 2" II L \ ® STO / ! I I ±209' - — — I AR A A! DAM CUCaED REVISION IN CEA PROPERTIES, LLC Planned Unit Development Landscape Schedule Phas*I Abbreviation Botanical Name Common Nam* Plant Size Oty EXISTING Traear5hruba HOUSE III /i II I AR AR Amer rubrum Red Maple 2 5' 3 I I frP, Amelancmer 'Autumn BfA6ance ServlceDerry t 5' 1 I I� GT Gled,tsA Iriancanthos'HalkaHalka Thorm ess Honevlowst 2 5- 2 MS Malus saroem, Sargent Fie—inq Crabapple 1 5' 6 PG Ploea Olauca vane spruce 60' Ht / I ROWLEY I \ I PN PN Pmus n pra Austnan Pine 60- Ht 5 / AR SJ Spaaea lapomca Neon Flash' Neon Flash Sprea is' Ht 15 - I A� I T E SV Speaea va nhoulte Vanhoutte Spree 24' Ht 6 / e 1 S Svnnoa vuldans Common Purple Ldac 48' 88 2� c; I ? 6 ?QOl LANDSCAPING TC Taxus cuspdata Na a Do f Jap Soreadmo Yew 1S' Ht 10 ! I \ yes nor of TO Thule OpodanUlis'N kpa Dark American Arborvdae 60' Ht 10 O R PLAN Proposed Total TreeidShmbe Cost ° —. _� I vVa/� A/{'E�1rK PN(3) n�fOn Phaa* II -011 ,�� I Ce Abbreviation Botanical Nam* Gammon Name Punt Size I]ly — 1 PG(3) Trota/Shluba — — — — — — -- — — _ — , AR AR Acer rubrum Red Maple 3' 9 / DATE D11,11- nuvm:rs GT Gleddsua mancenthos'Halka' Halka Thornless Honevlocusl 3" 4 ±235' PG P"aolauca WhAeSwuce 60'Ht 4 ! GRAPHIC SCALE / FEB., 2007 _ MS Maws serpent° $ardent Flpwennq Crabapple 1 5' 1 s— PN Plnoa more ADsinan Pate 60' Ht 6 \\\ >m MUNSON EARTHMOVING CORP. ) 1" = 20, L-1 \ ( IN FEET) ` °—°——°—o—o—o—° ° MEADOWLAND INDUSTRIAL PARK / PROJ. NO. I inch = 20 a LOT # 1 i 06248 0 ��B0' R.O.W. \ BURLINGTON PROPERTIES LIMITED PARTNERSHIP 1I I Pp. T12 BURLINGTON \� PROPERTIES, L.P.--�- 1 I M. GRAVELIN 1 I - _ II eCI V.I. oil Pg. 041 SUMMER ICE Io JOINT VENTURE G4 EAST MTN. VIEW, L L C ry / \� Val 387 PI. wT9 m I Vol. 784 Pa. 53 \ n/f RYE ' I A -A esrors4 E co NOTSe'37•W �12.55 J / i1\ 1\1 U 9a' N SEESHEE-2 V / FORDETAILSe] OFER OF OXLOT / \ DEDICATION 3.051 ExISTMG w. BARNS E6 AIRPORT 8 APPROACH J ZONE LOT 1 cZWaWF pATA� ffi x1 PN EXIST. AREA: 49.48 AC. v Bar4e'21'W PROPOSED AREA: 46.42 AC. _ �`—J.8 S. ROWLEY Z I Vol. at Pg.0 �I CITY of y I MUNSON EARTH MOVING I I CORPORATION So. BURLINGTON ,n Vol. 857 Pp. 157 I70 200' a O I EI "OPEN SPACE / , BUFFER" ES 66' PUBLIC-' 1 E4 20' PEDESTRIAN R.O.W. ! EASEMENT LIka 20' PEDESTRIAN I EASEMENT SURVEY NOTES T PURPOSE OF THIS SURVEY AND PUT WAS TO RETRACE EXTERNAL BOUNDARIES OF LOT 1 OF THE •MEADOWLANDS BUSINESS PARK' SUBDIVISION (REFERENCE PLAT A) AND TO DEPICT THE PROPOSED SUBDIVISION OF A 3.0t PARCEL THEREFROM. OTHER PROPERTY LINES SHOWN ARE APPROXIMATE, FOR REFERENCE PURPOSES ONLY. 2. SURVEY WAS CONDUCTED DURING FALL -WINTER 2008-2007 AND CONSISTED OF A CLOSED LOOP TRAVERSE UTILIZING ELECTRONIC TOTAL STATION INSTRUMENTS. BEARINGS SHOWN! ARE FROM GRID NORTH, VERMONT COORDINATE SYSTEM OF 1983. BASED UPON OUR RTK GPS OBSERVATIONS ONNEAR THE SITE. BEARINGS MAY DIFFER FROM THOSE SHOWN ON THE REFERENCED PUT. 3. NEW CORNER MARKERS SET SHALL TYPICALLY CONSIST OF 51" X 40' STEEL REBAR CR 4' SQUARE CONCRETE MONUMENTS WITH ALUMINUM CAPS OR DISKS STAMPED "CIVIL ENGINEERING ASSOCS.. VT LS 597', SET FLUSH WITH EXISTING GRADE. 4. CONCRETE MONUMENTS FOUND ARE 4' SQUARE UNLESS OTHERWISE NOTED IRON PIPES FOUND ARE 1' INSIDE DIAMETER UNLESS OTHERWISE NOTED. IRON RODS FOUND ARE 5I8' DIAMETER UNLESS OTHERWISE NOTED. 6. VERMONT ROUTE 116. ALSO KNOWN AS'HINESBURG ROAD" IS A PUBLIC HIGHWAY WITH A RECORD WIDTH OF 4 ROO$ (05 FEET). THE SIDELINE SHOWN HERE ABUTTING THE SUBJECT PARCEL IS BASED UPON OUR ANALYSIS OF MONUMENTATION FOUND AND THE REFERENCED PUT. THE CT' OF SOUTH BURLINGTON IS CURRENTLY CONTEMPLATING THE WIDENING OF THIS PORTION OF HINESBURG ROAD TO A WIDTH OF BO FEET. 6. RESERVED 7. RESERVED PRE-EXISTING EASEMENTS THE FOLLOWING ARE EXISTING EASEMENTS OR ETHER RESTRICTIONS EFFECTING LOT 1: E-1 A 200-FOOT-WIDE "OPEN SPACE BUFFER' ALONG THE SOUTHERLY LINE OF LOT 1 AND ALONG A SOUTHERLY PORTION OF THE EASTERLY SIDE OF HINESBURG ROAD. (SHOWN) E-2. A IWFOOT-WIDE'CONSERVATION ZONE' ALONG THE SOUTHERLY LINE OF LOT 1. (SHOWN) EA AN APPARENT 161`001`-VIDE PEDESTRIAN EASEMENT ALONG THE EXTENSION OF THE SOUTHERLY LINE OF LO1 I, DEPICTED ON REFERENCE MAP A. (SHOWY!) E41. A 20FCOT-WIDE EASEMENT TO BE CENTERED ON A PROPOSED RECREATION PATH SHOWN ON REFERENCE PUN A AS MEANDERING, BUT GENERALLY PARALLEL WITH, THE SOUTHERLY LINE OF LOT 1. (SHOWN) E.5. A 20-FOOT-WIDE PEDESTRIAN EASEMENT LEADING NORTHERLY FROM THE *LEDGE KNOLL' SUBDIVISION TO INTERSECT WITH THE MEANDERING RECREATION PATH MENTIONED ABOVE. (SHOWN) Ed. CERTAIN RIGHTS OR RESTRICTIONS APPURTENANT TO THE 'AIRPORT APPROACH ZONE', AS DEPICTED ON REFERENCE MAP A. A PORTION OF THIS ZONE CROSSES THE VERY NORTHEASTERLY PORTION OF LOT 1. (SHOWN) E-7. LOT 113 SUBJECT TO AND BENEFITTED BY AN IRREVOCABLE OFFER OF DEDICATION OF THE SO.FOOT-WADE RIGHT-OF-WAY SHOWN AS'MEADOWLAND DRIVE' AND FORMERLY KNOWN AS 'SWIFT STREET EXTENSION". l CERTAIN RIGHTS OR RESTRICTIONS APPURTENANT TO THE 'HINESBURG ROAD NORTH SCENIC PROTECTION ZONE', AS DEPICTED ON REFERENCE MAP A. A PORTION OF THIS ZONE CROSSES THE NORTHWESTERLY PORTION Of LOT 1. (SHOWNI '�Ak LEGENDofSYMBOLS 74 ZONE CONSERVATION 1170 .._ _ _ -�e • 51 - SUBJECT PROPERTY LINE OTHER (APPROX.) PROP. LINE % n/fJOHN LARKIN, INCwcHwAr RIOIT-of-wAY I" PEASE EIAN E3a allT , ` $ � O I I V.I. 891 Pp. 7B3 _ _ _ . _ "q7^' B.C. GARONER I \ v i PPR$In z — APPROXIMATE EASEMENT LINE I1 _ 1.IRPOfjj,A A IPfARF O IRON PIPE/ROD FOUND (NOTE 4) BUTIFR DRNE 1 —�j1 VoL 692 Pg. 353 N p OAF O CONIC. MONUMENT FOUND (NOTE 4) 1 nIfDARAN 1 G.& N. LINES CITY0S.BURLINGT(NJ L.& G. BRAINARD _ _ CMS C] CONC. MONUMENT PROPOSED (NOTE 3) Vol. 451 Pg. 10 SOR.O.W. va. w7 Po.soa .1.211 Pg. 282 GRAPHIC SCALE ® CAPPED REBAR PROPOSED (NOTE 3) S.& A. PENNINGTON — as AD / ec ABOVE / BELOW GRADE (FT.) Vol. 209 Pg. 328 n/f NOW or FORMERLY ( IN FEET ) E1 EASEMENT NOTE I hi - 2GO It. REFERENCE MAPS or PLATS To the best of my knowledge and In list this plat cpnailing A. 'MEADOWLAND INDUSTRIAL PARK". fterisM Oala R27/1996, prepared by TrudNl of two sheets, properly depicts the results of a survey Consulting Enginews, Inc. Vd. 38F Pee, W. South Sorting- Lard R—Pft, conducted under my direct supervision as outlined in the 'survey notes' above Existing b—chnies shown are B."LEDGEKNOLL SUBDIVISION- HOMER 4 MARIEDUSOI.S', Rw,seJ Dale 1/12,1985. Be. upon our analysis ofphyMwland record wider— prspered by Tmdell Consul a Engl—, Inc. Vol 197 Vega 42, Boom Bwlinglon Land Records. recovered, and are In substantial conformance with the cord unless ollarWisa noted. This plat Is in substantial C. 'PUT OF LAND OF SEMICON COMPONENTS, NC.", Revised De(a B2911980, prepwed by Conformance with 27 VSA 1403 Statement Yand only Trudell CmwMng Enpinaws, Im'. Vol, 200 Page 71. Sonm Burlington Land Records. when accompanied by my original signature and seal. D. 'BURLINGTON PROPER7IES LIMITED PARTNERSHIP". Revised Dafa 911511995. prepared by Trudell Consulling EnBineen.Inc. So,dh BudmgIMLand Rerwds. /?Ec`1� M ��� Q R tofu ( M. GRAVELIN EXISTING GTY—� I BURLINGTON PROPERTIES LP. _..__ —Ear e _—P,w«I�e• °�— _ — IwH. 1i SEWER EASEMENT Vd. 514Pg 272 I mio ,I Vol, 671 Pg. 641 o PROPOSED EASEMENTS 6` I EASEMENT SiORMwAiEa E-10. NON-EXCLUSIVE ACCESS EASEMENT SERVING EAST MOUNTAIN VIEW, LLC OVER Cage (2) ( �I I DRAINAGE APPROXIMATELY 5-FOOT-WIDE STRIP AT NORTHWEST CORNER LOT 1-A. I I - RIGHTS i I E-11. NON-EXCLUSIVE ACCESS EASEMENT SERVING LOT OVER APPROXIMATELY I tS 30-FOOT-WIDOT-WIDE STRIP AT SOUTHWEST CORNER EAST MOUNTAIN VIEW,LLC. I~� I 20 SEWER E-12. 10.F00T-WIDE EASEMENT FOR WATERLINE AND VALVE SERVING NORTH END 11 I IZ ( EASEMENT OF PROPOSED BUILDING A OVER EAST MOUNTAIN VIEW, U.C. TO BE CENTERED UPON I WATER LINE AS BUILT. OI I EAST MOUNTAIN VIEW, LLC r I I 7 E-13. 12' X IV EASEMENT FOR FIRE HYDRANT AND VALVE SERVING EAST MOUNTAIN I • I STORMWATER VIEW, LLC ON LOT 1-A. TO BE CENTERED UPON WATER LINE AS BUILT. Vol. 754 Pg. 53 I DRAINAGE #1100 Hinesburg Road N f iI I RIGHTS E-14. 20-FOOT-VADE EASEMENT FOR EMERGENCY ACCESS TOIFROM LOT 1 OVER I I PROPOSED DRIVEWAY AND PARKING LOT AT NORTHEASTERN PORTION OF LOT 1-A AS BUILT. 1 ill PROPOSED JI SEWER E•15. EASEMENTS FOR PROPOSED SANITARY SEW£R FORCE MAIN ACROSS 8 f WESTERLY PORTION OF LOT 1 TO CONNECT WITH EXISTING SEWER AS SHOWN. 20' b I I I WIDE NORTH OF LOT 1-A ANO 7.5' WDE EAST OF LOT 1-A. N83'01'54"C I O I 4WATER 12,55' E-18. 20-FOOT-WIDE EASEMENT FOR PROPOSED SANITARY SEWER FORCE MAIN INF ACROSS SOUTHWESTERLY CORNER OFBURLINGTON PROPERTIES, LLC TO CONNECT LINE WITH EXISTING SEWER AS SHOWN. IRFe (2) I] NSION FLUSH\11/f RYE N82'18'OB"E 1 t3 F7.USN E SE ANT4"[E-17. RIGHTS TO DRAIN STORM WATER FROM LOT 1-A ACROSS ACROSS NORTHERLY �.'En I 194.20' WATER ml 01 S i PORT ON OF OT 1 TO EX Tl TC N M DO Na a 1 Q EASEMENT 6 3 - -• i DRIVE LOCATION AND MANNER OF DRAINAGETTMO BELDETERMINED EA VYLA U 1 ACCE55��►'{ - • . EASEME 7 1 N073437"W T 38' 15 E-18. EASEMENT OR LICENSE FOR FUTURE CONNECTION OF SANITARY SEWER FROM j IRr ]0' �� 5EIp 7.5' SEWER ROWLEY PROPERTY TO PROPOSED SEWER SERVICE ON LOT IA, TO BE CENTERED ON T I �.: — EASEMENT UTILITY AS CONSTRUCTED FINAL LOCATION TO BE SUBJECT TO APPROVAL BY RUN I `• _� \ �--.--- -- —' � OWNERS OF LOT 1-A FO�AL X _ -- — t, 20' WO E EMERGENCY E-19. 20-FOOT-WIDE EASEMENT FOR PROPOSED PUBLIC RECREATION PATH ALONG ACCESS EASEMENT ACROSS WESTERLY PORTION OF LOT 1-A ALONG EASTERLY EDGE OF HINESBURG ROAD AS SHOWN. I EASEMENT / E•20. CITY OF SOUTH BURLINGTUN IS CURRENTLY CONTEMPLATING THE WIDENING OF THE HINESBURG ROAD RIGHT-OF-WAY FROM Bs FEET TO BO FEET. AREAS SHOWN I ARE BASED UPON 88-FOOTIMDE RIGHT-OF-WAY. SETBACKS SHOWN ARE BASED 1g 1 o I LOT 1A / / % I UPON POTENTIAL FUTURE SO -FOOT -WIDE RIGHT-OF-WAY. 20' WIDE RECREATION 3,056 PATH EASEMENT O. I / l 1I1 TRRG 5� 5. I PRavt9Eo-gWFI! _ I I 3 CITY of �' So. BURLINGTON I N m _ 17 2D ]5' SEWER EASEMENT 1B /�) I SETBACK OA LICENSE / I L216.D0' - I 2O C n:4149'211 W' RIGHT FUTURE I CMS- 80' RIGHT OF WAY I G) 1 I o h ` J.& S. ROWLEY Vol. 91 Pg. 40 SETByyACK Z O O I.uXPsr1 # 1160 Hinesburg Aced — 2374may_.► C, 21E In I 216: . n-9LOT 1 49 21"E0�MUNSON EARTH MOVING C) l CORPORATION To the best of my knowledge and belief this plat, consisting of two sheets, properly depicts the results of a survey conducted under my direct supewlsion as outlined in the `survey notes" above. EsiMing boundaries shown are based GRAPHIC SCALE upon our analysis of physical and record evidence recovered, and are in wb1 ar lial Whlo ..n- Wilh the cord unless othemse noted This plat is In substantial �.-`-�--- conbrma— with 27 VSA 1403. Stalemenl valid only when .-umpan,ed by my original signature and Baal. ( IN ►LEI' ) 1 Inch - 50 it. Timothy R. Cowan VT LS 597 E-21. EASEMENT FOR FUTURE EXTENSION OF 8" WATER LINE TO LOT 1. lsewilm MUNSON EARTH MOVING CORPORATION Val. 651 Pg. 167 LEGEND of SYMBOLS SUBJECT PROPERTY LINE OTHER (APPROX.) PROP. LINE BUILDING SETBACK DNE HIGHWAY RIGHT-OF-WAY APPROXIMATE EASEMENT LINE IPF/IRFO IRON PIPE/ROD FOUND (NOTE 4. SHEET 1) CMF 0 CONC. MONUMENT FOUND (NOTE 4. SHEET 1) CMS O CONC. MONUMENT PROPOSED (NOTE ], SHEET 1) ® CAPPED REBAR PROPOSED (NOTE 3, SHEET I) AG / BIG ABOVE / BELOW GRADE (FT.) E10 EASEMENT NOTE / `1._ "�•;•;{•;•}:•:•: SITE ENGINEER: IJ ..... 1 �-••••••••'••••'•- '- •-• "-'� I CIVIL ENGINEERING ASSOCIATES. INC, .� I // P.O. BOXIBS SHELBURNE. VT 05/82 ...�.. � BO).DB5YJt3 FM 9o40ee�24�t wre: wrw.msM.cam II I rr/.GADDRIVE DMAROWER I PJM/MJW ,1 1 OW✓+/r♦� D ,- 1, '', , •'�, ( Ji I L1 %' � PAOPE�S LTD ' \ 1 x, Irl r IVMj ceeciceu u 1�- 7 / T III II • / i l J �/ • 8 DSM •'• ��1:�"- I \\ I Il I', n� ;`� •`\ .�e�rVr. _ ���-�-f - � �• � \ 1.. _ � r `\ ../ / v .�':'. •.•• ''_� 1 � / � -Il{�II a .i 1 I� 1 SAVn 11"El': I =fIRWERAND- \yICI MUNSON �` YURLMGT PROPERTIES / J �. / j,:. _ 1- �(-� T.� — 5\\• ,�i�( EARTHMOVING CORP. r 1 \/ II J I r _ice'• 1•,r -�L TNEflSHIP .I .I_-,'..:-;f..••.•-.',','-.•.•...•.•.•••....•• _.:..-mil-. -1 \ - `,'. �\; I ••tom:•''`" _- T __-- l / \ \\ -TI �.� _� t :�MEER ICE JOINT I�{ ` \..',\ 1 � \ �a '. • � CEA "♦�VEN1yRE. LLC �N•1 � 1 I� � t }d: •, ? L L r- \ - _ j _ \ �; 3. Ac. _ _-- - , , PROPERTIES, LLC Il v ; ; 12 I 7..1T -= T ` SUMMER �,M -_ �- (- "' r. -` ' (\ VENTURE, LLC 1 I PROJECT: / 1 - 4.47 Ac• UMMER -\ THE HOCK OF . S MERj/CEJp 3 1 Z S' 3'Q6 1�C' 1 /\ lilt / \ M ATER BURLINGTON - I 1 , VENTURE. LLC —_->,"..�- M E. LLC \0 c 3 t' \ -• _ `I S K�JOI L f \ i . •Y"� \ � pC � \ / CHA4E PROPERTIES ' m NL - , ' //+ ,' 1 CLASS lIf E� LLCM ! � !I -�XRUNLANE A `I✓ T �l 1, 3.1�A. 3. 6 Ac. < \ _ III - � s ( r r ' � I � -� \ �,� _ � I ( ✓ 3.1�6 Aa SUMMER ICE 11 , _ / �'•' /.•:• VENTURE. LLC tRbWLEY PROJECT _- \ � I SUMMER ICE JOINT ) L \ �, LOCATIOW '// � t MEAOOwcANos,uOl _.j �.•.•.•: r/ �RE__l' _ I L /, 148.44 Ad. / \ - : / 1 •• : I 1 ; I •J .. •.'./ � OREEN ACRES• INC. SOUTH BURLINOTON ! / 1 ! 1 ' /I1' �` / ,I / ,` \1 1 ,-•��...•r•. I \1 rl .'.,.,.--,. _ \. ' r ,' ✓•, / / 7' , 1 q ;.,..,1 / 1 O ` •.-l-.-fi- - .. {, . J "•� ,. -..cLnss.n/•.• / - _ i 16.00 AC. I : C1�13S 11.... , ir.'. •.'. •. •. I ►-1', '� _\ EANTHMOVINGC v. •\ / I �.. 1 20.20 AC.'. ,d}r} 'L: r •:•:':' 7 11 :O I �. y - _\ ' I ! 20' P ESTRIAN� 1J•• , ;� ;�- •�.'.'..1.. 1' 1 I � A /f 11 ..� �/� I / 'ESEMENT X.- / r4�i'iIl f r+.'A'..'<'.'.'.'.'. . '. !•�•j \ J r w ..::..• ..�/ - ,r. ` S \ 1 l\ // ,!.•.�•. •.-. •.•. y..... ! r l 1 I '.' Y Y _. - ..ti. . J _ �1 20', PEDESTRIAN 1 (`\' 1' \ I, /• 1 •_l \ - l - \ ,! I c\ EASEMENT LL \l' FP' ! \ i I aaQ"da� V0-�' // f "' � ._-. - -'c - 1� 1"'i, --"20' El$STRIAN \ , 6 I•p �! l E jll - 1 - 1Z•- s.__ - I .- -- I � ' ' EXISTING £�A'ND EJgSTiNG 5'CHANNEL dIETLAND AREAI � , I J � j g I sue,. a r' �-,2gJ•r� , o / % ICI / I \ �1 1 Lu, EXIS77NO WETLAND AREA �.w DAwg 7E \ a \ /Ir�BPoVNAflD] \ , I DUBOIS 1 ! _ k STREAM CHANNEL DNER \ KNOLL CIRCLEws _ J I \ l \1 � 11 I) �'I •r P E C E' YI E L" .I MAR 2 6 Zi I Cify Of SO. Burfin�I GRAPHIC SCALE i (IKFnT) I I Lh - 150 fe. I CEA OFFICE PLANNED UNIT DEVELOPMENT LOT lA MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT OVERALL SITE PLAN FEB., 2007 1.1T_ 150. C- .O 06248 PARKING AREA (BY OTHERS) --- - - SITE ENGINEER EAST MOUNTAIN VIEW_ Qc� CIVIL ENGINEERING ASSOCIATES. INC, 20' SEWER REAND Dsm ' I NT P.O. BO%4B5 SNELBURNE, VI 05482 IN FAVOR OF LOT 1A ME � eoa-Desxrzs PAIc aox°es,z,l wb »ww.�..Inoml PREY USLYAPPROVED \ I i ' vovrnlcxr - xlcxn n.a.wen g --_ PAVED IPRNE(BY OTHERS) \ ±24T - - ToBEEXISTING POLE ��� _ PJM/MJW TO BE '-___�.. I - - - - RELOCATED ± 194' +I ® - — — —_ II J ® f B oxa�aro SETBACK CK NEW SANITARY ITARY `�AV / r - - - PUMP STATION 7�_L 35 yL I 5 ORAGE E SEE SHEET C-1.5 OWNER: �ROPtpED 5E STOP SIGN \-"� I - AREA �S ' ' AN TOP PA D / i D .BARS _{ _MUNSON PAj(KING� ji n.,�_ �- - - --- - HMOVING CORP / 1 ------ PROPOSED D - PROPOSED PROPOSED —�.:` / .. ..�, -,�— 6�21VE _ I PAVED - PAVED I I' ACCESS EASEMENT EART I I� CURB - / - �' `' IN FAVOR OF LOT 1 I It PROPOSED- BIKE _..� �a - I EXIoTINS I DRIVE PARKING I _- \ / I I `2/__ ��\ I \ li I BARN __ ___ ___ ___ -" PP RACK ON CONC. 4 ONE WAY q -- -- MUNSON EARTHM APPLICANT: A _ EXSTIN — —_;.� scNs it I"�r-r, i MEADOWLANDIND CEA \ `.I. •-� PAD N ��"z-Y ®� I -COT#y PROPERTIES LLC PROPOS D - ) �.�;_ti_.•..:",�.J.�_: i f1 '1- �1 20' MAD LARD LIGHTING— I I RECREA ON ; L---J I PROJECT: PATH E SEMENT EE SHEET 5E-2.0 --_ a �'� I /i + I ® PROPOSED ROPOSED - I , _ I PROPERJY CEA w - - LINE OFFICE N I i Pp d I PROPOSED I w SJDEr ALK�I OFFICE PROPOSED _ PLANNED UNIT I STAIRWAY POLE MOUNTED LIGHTING 13) ' T(TW.) SEE SHEET SE-2.0 EXISTING 66' PROPOSED Ail _ �� I DEVELOPMENT BUILDING i A �° ���,ti'�, / 'CURB I J R.O.W. I E II PROPOSED --- LOT 1A 7 200 SF PAVED — _ r PARKING --------------- __I ® -MEADOWLAND BUSINESS PARK FUTURE BO' ; 50' SETBA - FFE 396.00 3 / I S DEWALK -- I SOUTH BURLINGTON R.O.W. I I ❑ PROPOSED —___ I I /mow VERMONT [� I 11DFIWALK EXISTING I BARN I AP.D LIGHTING N `I i I _Jy SEE SHEET SE-2.0IS 0 _ - POLE OUNTED EXIS7INGRI�WAY I PROPOSED... (TYP.)MSEE SHEET SE-hAI CI.�� 116 !9 TO BE R 0 D EX. GRAVEL D IVE . _ -� 1 ca T — ! PROPOSED SCREENED > PROPOSED W /� .DUMPSTER Ac ZOf RAGE BUILDING RECYCLING • OFFICE _ �a 35' __ O `v { Al r K `I = I : i� Q BUILDING —FLUSH J, I . /y I i 1000 SF # j / CURB PROPOSED I �-180 •7/� COI; I • — — . — . — . — . SCREENED LE 392.0 **SmQWB — //-j DUMPSTER k 1 9� /•. - t`\ % STORAGE 7,200 SF FLUSH RECYCLINGAREA jt SETBA__ CK._ FE 387.70 1+AR - - i 'LEGEND F. ED CURB. `- SEE UTILITY CABINETS I ( , � 1 ST .. \`.. EXISTING CONTOUR O ® "SNOW-- I�— PROPOSED CONTOUR LOCATION MAP _ I ORAGE i _. -..I- 22F - I AREA I _L PROPERTY LINE PROPOSEK SETBACK LINE ' EASEMENT UNE - E DATE cxerKr,D Nrnnu n — SETB BIKE RAC ON CONC. {} {} � I SS !GRAVITY SEWER LINE P----- — PROPOSED I T — -- •1 I I EXISTING /- _ -_ _ - _- —_---_ FM —,FORCE MAIN I Hb E " 1/•; �11 I OFFICE I I —w WATER LINE II 1 I I BUILDING I L ST STORM LINE - -- I C_- �/ I I ROWLEYI 1 ) I , OE- OVERHEAD ELECTRIC \ I 7,200 SF I -- UGE UNDERGRO UND 'ELECTRIC --- ---- FFE 388. YO GAS LINE SITE DRAINAGE SWALE �SEWER MANHOLE IMPROVEMENTS SETBACK —...—...—_.—._-�... I �1 'STORM MANHOLE PLAN i '}MRANT _ - - - - 1 - - - - ® ,'SHUT-OFF ±2.95' - - - - - _ ' Id POWER POLE I"w GRAPHIC SCALE DATE NNAlllnt: NIiMNfN CATCH BASIN --.._.____.—_ PROPERTY °^ LIGHT POLE FEB., 2007 MUNSON EARTHMOVII CORP. LINE a DECIDUOUS T 5C" `--(IN _°_°_°_°_°_ MEADOWLAND INDUSTRIAL PARK % 0 13 p TREE 1" = 20' C_') .'� / 1 bx:b . 20 It \" LOT # --- CONIFEROUS TREE PRoj No. / I / /• _._—__.-_._.. _- - ^T0 M,-y-YrvwY� EDGE OF BRUSH/WOODS 06248 i FOX RUN LANE — 1 I I I 1 I III III I I I I 7. T I I L II � I ,'; �'1III111 {'II IJIIII�1IpII� III 5 IIIIII .�I1ItI5 �IIIII IIlI�I I'I ISII IIIi i I �ICIIII III I1 I iIjIIIIl11I'.I �I 1 1I i II,1( -V 111t 1IIIt ` 1 t I 1Ir-1I I 1� _ —rI.' 1 i. \ ) 1 (— — a—�I— �nr �II \ I , . --r 1 It ' , •� —y—J.o1 's I —i1 II , -- tt .1� , —/\ II I-, — 1�.�t I/1'1fi I I 1 (I 1 1 II I \ � � \ � � E I I X �5 T 1Ii N � I I R I �r * R Y T I \ O _ N R OUNANVERC 1 12" IRON PIPE INV. 382.54 383.1 TOE OF TEMPORARY FILL xJ/ FUTURE SUBDI'VISION LINE n dame. LIMITS OF MOWED REA Pv O%t 0\1\II , \1 r I � = — w , o e , / _ _ / � 1 , •i d . — L I 1I 11149 II I I I I C ' i � la,O r f ' 9a s (p O . MUNSON ERTHMOVWO CORP MEADOWLAND INDUSIRULL PARK 5R PH IC B SCALE )C , N b A ;L� E LOTkf IN FEET I inh - '%, M / I / SITE ENGINEER: F ,. CIYIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBORNE. V7 05482 .OZ- .2323 FAX: 802-0362211 web: wwv—..— UHA11N PJM/MJW ce1— DSM AP D.— SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT IA MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT wil"YN EXISTING CONDITIONS PLAN DATE HA.INI, NIIYHKN FEB.,2007 1AL-30' r V-1 .2 PHOI. N11. 06248 SITE ENGINEER: E.— 11'-T P- 1�� -- --------------- k --------------------------------------------------------------------------------------------- ------------------ -------------------- or . ------------------------------------- -------------------- ---------------------------- ------- - — — — — — ---- — — — — — — — — — — — — — — — — At —71 —7 CIVIL EN INEEkING ASSOCIATES, INC� PC) sm -,LBURME VT .... ar--lax web F— OF Lot 1A PJM/MJW ae�. CH—ED T DSM SAV 4" OWNER: MUNSON EARTHMOVING CORP. ............. APPUCANT: ------ k CEA U=) PROPERTIES, LLC �ww aw SMIRMY KKR D—A. �.T 1— IS =1=A-- myo�s) PROJECT: or LOT 4A CEA . . . . . . . . . . . . Fi�i MOUNTAIN wtalj OFFICE PLANNED UNIT FOX RUN L4NE —wwww DEVELOPMENT 11" 7 car ---z6— — — — — * LOT 1A MEADOWLAND BUSINESS PARK -T-- SOUTH BURLINGTON VERMONT LEGEND 388 EXISTING CONTOUR MUNSO WkWTHki�IN6 MEADOWLAND�INDUSTRIAL PARK C3WD— PROPOSEDCONTOUR To. T -LOT #I sai—s 11 --- --d- PROPERTY LINE To. ----------------------- EASEMENT LINE ID3 SETBACK LINE 0— 04 —SS— GRAVITY SEWER LINE PROPOSED ft-30.3 , OFFICE —FM— FORCE MAIN BUILDING m— 40' 1 11 1 — W — WATER LINE x-ow. A 71 ST— STORM LINE fff. ago so —OE— OVERHEAD ELECTR C —UE— UNDERGROUND ELECTRIC cc G — GAS LINE DRAINAGE SWALE 9 PROPOSED 1; PROPOSED SEWER MANHOLE RAGE BUILDING OFFICE 41, A I STORM MANHOLE BUILDING L j ORA 0 1000 SF B HYDRANT 4, 7,200 SF SHUT-OFF E 0 POWER POLE '(IIT CATCH BASIN 0-0 SITE LIGHTING POLE DECIDUOUS '!TREE 05 0 CONIFEROUS TREE .38.1 PROlunlZrIl L EYJ$71NG OFFICE HO I U SE BUILDING EDGE 0 . F 61RUSH/WOODS I SITE C 7,200 SF MAR 2 6 GRADING & 4Z7 DRAINAGE Q41 Of so. Contours shown are based upon ol compilation of I graphic u,,oy lnlrOli.n ad existing UDAR/ The contractor h." be responsible far f!70 PLAN 1341ji/7gt verif�iag existing condition. and r art an 011tep. cies to the Engineer prZpt. bogy ni�'g work n in tz area. t235' GRAPHIC SGAM FEB., 2007 UNISON EAKHMOVING COR-p- '01 OW701 LIST L [MEAD L ND R 4L PMK 30' _RT -1.3 ( IN FZ ) I l-h EwT it PRIIj Nn 06248 \ \ \ \ \ '372� 370—� \ 366 366��64 -__��__B1r \ _.a ---'---y--' — — — — —— U \ SITE ENGINEER: f .,_ CIVIL ENGINEERING ASSOCIATES, INC, P.O. SOX485 SRELBURNE, VT OW2 ea-de6-2— roe eaa-s nrr x e..w.c«xooNl M.N PBS DSM APP.OVLD SAV _� ♦"'♦ �� \I i \I OWNER: �p \ MUNSON I v356.o \ \I EARTHMOVING CORP. APPLICANT: / I iPROPOSED 18" HDPE IINV.355.5 / ' / I I i , I I t I I v r I Construction Notes: I. Construction all be performed only finder "low flow conditions. Construction other times will nol'be permitted without opprovol by the Engineer. / / \ // 2. No work shall\I take place at the #tream crossing during or directly after a rain. / 3. Construction dctivily in the area hill be kept to a minimum so that vegetation can be �. - I mointained adlocent to the chonnhl. 1 I 4. Erosion I t\ control measures shall be installed prior to any other work in this area and shall I `,be maintained bnd left in place until suitable permanent erosion control measures have \ 'peen established\�nd are cpproved by the Engineer. I \ 5. !SIlt and debris eho�I be removed from behind the sandbags and disposed of in a manner lopproved by the Engineer to their I prior removal. / / \ / GENERAL N07C5: `i 1. Contours she— we biased Wow a aawglaUm of topo~lc elr.ey ta/arnt" and edstlny WAR , dal%. The w 9or - - - _ - eontraota ngensga repating to lM EngqlMnea any sMsnohs or departures from the d*W*d ter to beginning The slewtfons wak. contractor shall reoeM vsrNbetbn ham the Engineer before work cantlnuss bn the ado In Question. I I / / I CONSTRUCTION NOTES: , / , r \ CEA PROPERTIES, LLC PROJE(T: CEA OFFICE \ \ ♦.\ \ �l ,' PLANNED UNIT DEVELOPMENT \\ LOT 1A \ MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT r / 4// �C I 1. Disturbed earth exposure will be limited to 7 consecutive days before temporary or final stabilization is required. GRAPHIC SCALE o m a ' 2. Total disturbed earth not to exceed two acres at any one time. (IN F66P) ) I Inch - Da It \ 1 / K \ \ Y \ MAR 2 6 �+v 1141Y Of So Berl! % Y, OAT!' CHP.C.LO eerWON -- STORMWATER CHANNEL GRADING PLAN DATl. DN.1.Inl: NNNxrx FEB.,2007 rl 1" =20' C1.4 PeaJ. NO. 06248 FOX RUN LANE 11. SITE ENGINEER! NIF BURLINGTON PROPERTIES ---------- ------ -- : ------I PAIN EA4'IIFNT IN -------- s- - - - / _0� --_---------- ---------- -----------------•--------_----- -- --------- --------- 7 ---- -------- ------------------ --------------------------------------------- --- --- 1 --------- 7 ----------------------------- CIVIL ENGINEERING ASSOCIATES. INC. -IT2 P.O. BOX 485 SHaRURNE, Vr OW2 Sao FAYD� ff OTY SUe,.M.- f WoX o w- EA�l N Dun F00� OF LOT U PJM/MJW DSM t, SAV 1 I 1 ( /%%r�j���� , (, A� OWNER: III ( �/ f 1 /-- I � I I MUNSON EARTHmOVING CORP. Jill' - ----- ------- MEN 01 APPLICANT: _g: CEA X PROPE RTIES, LLC NEW 2WWWrY Do— \0�_r PROJECT: it 11 — — — f r 1A CEA DING / , ~�MMBY0TYERS) LOAR C OFFICE UNIT rmom PLANNED arepres's) "ne YE DEVELOPMENT t24r 11 PROPOSED OFFICE BUILDING A 71200 SF N11ME ED, ITE-M '❑ WAR, uE 9 A, " - 111 TI AI I Al 1000 Sp LOT 1A ........ . . MEADOWLAND BUSINESS PARK SOUTH BURLINGTON 8' GATE LYE VERMONT ----- -- —_—_ LEGEND EXISTING CONTOUR NEW %--a-UN-S-0-NI-EA-R-T-H-MFaiN-G-66R-P.-3ggPROPOSED CONTOUR w M-31- LMEADOWLAND INDUSTRIAL PARK 16T#1 PROPERTY LINE M. r-377.43 --------------- ----- EASEMENT LINE Mv, e.narn � ( �SETBACK LINE _SS_ GFA\ATY SEWER LINE MY. 8' 379.74 5 —FM — FOR I CE MAIN Nv,r. IN — WATER LINE I- SIM M ST_ STORM LINE .L- —or — OVERHEAD ELECTRIC 3°+1°-�. ( j _UE— UNDERGROUND ELECTRIC G GAS UNIEi MY DRAINAGE MALE IN 11 SEWER MANHOLE STORM MANHOLE Ts ,G OFFICE AMR I — HYDRANT C0 SHUT-OFF 7,�?oo sr 4 NV ! � a , �/ Ofso, 0, POWER POLE I CATCH BASIN D-0 LIGHT POLE -V DECIDUOUS TREE R CONIFE OUS TREE yy P0,)PO," EDGE OF BRUSH/WOODS SITE UTILITY NOTE' PLANL Contours shown,a're based upon a compilation of data. The contractor, shall be responsible for field topographic survey Information and existing LIDAR _35" verifying existing conditions and report any discrepancies to the Engineer priortto beginning work In that area. DATE GRAPHIC 5CAL8 FEB., 2007 scAu -ATWOWNG CORP. 111=30' -1.5 MUNSON E [�ADOW D INDUSTRIAL PARK C LOT 0 IN FEET v.- I 1-h - 3G ft. 06248 A rr I I I I II I I i I �Cl:II' EAST MOUNTAIN VIEW, LLC O p° °00 O'° O'ry —01y ,h g ° ° °�� 0?ry O1p Oy0 0'I' `\ ° ° O, ♦-5 o°�' SS I I — �t . __________________ Oy pa° dy '> � � q p p 0 ° O 0° n0 �\ 0 1d � qb 00. d °- p0 19g'� ° .ye odti yti o b2 :ti o.v q0 ° °� ,,, yd a °' oe o` 06` h aro\ ° °> o`y n° .6 ° ° O q. °aU y� .O't A �, °. Oh 06a 06 _kOfc.y °. �.��._4L _,�,a 01 p, q�1 q., ? 0'0. Q , ry ]yb, g 0' \ p., 7 0 \ 0' 0 O'` ° - F O. ''•'1�, d1 , •^, r-- —I ' 1 9 �'S 4 \� O' q`,L .y'y p/0. iC� 0' I q. p 0a p ph 'S`' d q. \4'ly �5 '\y` f O' pa° qo 0' 6 0' ( 0 ti °' o qg p� ov Of __ 5�' ° I ° 0 a tiA 0 q0 g 0 ° 00. O I i ys * 01 y 0 p p0 0 p p9 1.Ofc9 'o' ° 0 1 O b 0' 0 ExfsTfNG- °-•-__, ,ea ryp ^ - o° q? o°° I oti I-- ro 'L o ---- '` 8y PB R 'tote- __"p. 01 ry1b ( I I I I I o n N� I e a o0y qc� o6y oga y n` ° oe q I,A qy ti ° MUM °' XISnNG °` pO oi',6 \ ° o?' p?, op ly I ° o° q. y B ^9ti ,1yo / b o° qoo MEADI II I I I o' o oti \ �., .., 4 o y ti o a /o p. o e, l b' ^ q?d J o o °a qp o a1 ^o ey o ° 1 o ry pod oti a o /o;t p. / ory . gyry. ° Aa I �, I ° °ya ° °ry °ryy oti tih q ,. e d o ,-----___. I I I I o a o ° yp , o sA 1^ o qo °o 1 d' \\ `/ 1 1 0. otL' a s I q �� �` e° o ` a 9 '� 1 1 0 I i I es -off ro �-'"�v' o', �' ° o' o ti O' 6 '1 \ 0' �-9 1 ) O' p, oy /,y o' p. m I �� \ o' da % ° o L L ___ _J •o ° of ° \\° vs� rv0 ' YS �9 �. % \ p I os b, o q. ee o ti I o %� ° op 1 II o' qo p` ti I ? #E y I° p' qA 0 ti 'oo \ o` o qP qa o % o'4 O`b III 1 I ° o° 10' PROPOSED d` qoa I / p o \y 1 0' qo p a ° ®' y \ d ° p° %( 0 9 \ U ^` 0�' 7d 1 0 O`1 y / -.- ° p0 O'` l'J, ay O' OFFICE w i 9 E BUILDING d\.. d y a _ p0h � i q. p. Ory 7y 0 .L O' q° p1 1 D O' O� _. 1.01c ° 0 0 d 0 O� 09 ° Odd � V� 0' °� i I Z I I I I p cI° i A e E a °' ao 1A ° 1 ,1 ' ,y'1 1 , B '*' i O' q? LO O� _ q0 OHO '1- _ O- OA 661 0 �' O qG qd 0 p O� Fp 0 0 p, pp�' Ory p p \ y 7 200 SF , p' 7 _ o' » °`' A a p. o hI o° o - —c°j a FFE3W.00 li ° ,gyp ,a o I —�° q., —1y / °1 oyy a5 q. o. oo qo 0 4 —�' S ti o' oP o qa I v o O III ° °� ° off❑ �E aoti °6 ry , o I U o o o. o • I o ``E•R I w I i I (�bo 1 ti i> o' p° / ,y q? ° ° O�'0 qba ^a ExISTINWi 0 05 qo Z I 1 II O 0 p 000 qqp p 0 q0 O ry y QARf Dy�p0i c -- 1 t p°O OOP'I' p. - ` '0"•. 0' o °°O O° o°v qoo qo o° qo q, 1, , p? I d ° q0° o°° op ° �y .'' / o' p, oe I 06 as O o 0 0 cF o o° E 9 CA I I I I ° 0 0 °° o ° PROPOSED I °� °� o' / PROPOS�FD , #na p ../ y ti q oti p' o II o- 00 0 o tid„o6 o y "' O I I I Iwl lo ooo 0 ORAGEBUILDING o a /°� °�ti OFFICE ° a $' IGof . o° oP° o. I p" q;bp /,y o \ a` D., d ti ,h y�e °� y o' 1 I I I I 11 o q. op ooq po p o Al F 1 i° P pV� o°� qti BUILD/NGI '1ti °° do by dy i oti y" 1 0' V ° oo °qo oq o 1000 SF \ d 0 v' o' I ° a tioti 1 a o°° qo 0 0° q ° F .0 �...'' o' oti o` Bbp'e, a 1� po ° of oCP q0° P o D. °o o° vp e ° o' o° o° 1 ; ° °� v96...m fc oy a °y o'M owl co,' , h 0' o0° q0 O' p0 q0 q 0 p0 q0. L 7,200 SFI 1 A' 70 1.'o p• 9 0 / p. O o' .0 0 0' f, 7-- "6 0 jI o o °°� °° o ° o ° co o°° o° q o S ❑� °� o" q9� op. FFE38L70/�% 4% q. o 6'. ° a y v °� v q I ® (o° o o ° ° o° o° ° o o ti aOE ° oy y° F o'q1 0 IAA I I o O° p0° ° 000 q0° p0 p ° 0° p� O \\, e y ° Oy opO d` cl ryo 1 ° °° o.. op op o op o o' o' q � a ° q, tiro. II 0 0°° 63 0 0' Uo p'` ` O qo �. `�•. 0 �' S / °, Oa ' ° °° 0O° ° �o °� oo= oq qp \ ' o o� 8 O�cb. o, 7 'vP— ° ° oti q'9. ° - 't ° ° o° IpP o's, I I o po 0 oq po 0 oq o \ ^• ti6 _ . ` ti oF, a .1. s ° ° O ° p1 .� °nti 10 0 ��N ' o o ° p° ! E 6: y ,ye'� E ° o° poi' oo t% P '3 o° o L # ° ` I LUMINAIRE SCHEDULE—I}O—iHI Englneenng Associates Wnegburg Roed'So Burlington VT ' / po o' P 'l ?% 0'5 , J �}� ,+9 C.✓ °a° 00° q00 Oqq Oq -1' k' t 4_ Oa° pa° p o' 0 0 o p Symbol Type Catalog Number Description Lamp Pole Height Alternate Acceptable �) qpp °° ° 1) °° o°° p� BUILDING C q°° d o ° °U° 7,200 SF ° °� o°o oho �° FFE386.10 0 o°° v o o° o00 U . O a *SEE SHEET C-5.3 FOR LIGHT POLE DETAIL o °° °oo °�° o°° oP° o°° oop I °� -1 DENOTES RAISED POLE BASE I c o' qo °o v ° 0 100 O o° o 0 0°° o° o °Co GRAPHIC SCALE ° MUNSON EARTHMOVING CORP. MEADOWLAND INDUSTRIAL PARK c IN FM > LOT #1 t m°h zn ft. SITE LIGHTING DESIGN: P.O. Box 4064 Burlington, VT 06406 ph,(802J 862.1901 fox t802J 862.0101 hMomWAAlAofutlaelon.hle DRANN WIN C.M. DSM A"nown SAV OWNER: MUNSON EARTHMOVING CORP. APF'LICANTF CEA PROPERTIES, LLC CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT SITE LIGHTING PLAN —11 UIIAFING NU4ef'1 FEB., 2007 SCALE 1°=20' SE-2.0 IRW. No. 06248 PLASTIC C FE EXISTING I I USDA SOILS DELINEATION \ \ — / j l 11 I ?' 1 \ \ \� TABILIZE[) CONSTRUCI�ON ENTRANCE i + 1 1 t' \ iQ' MINIMUM LENGTH x tFULL WIDTH T I / APEi CONSTRUCTION FENCE I I I II i PusiIccoNSTxucncxa XISTIPi NTREECE ROUND /Y i / I I \ \ OIL STOCKPILE I I SILT FENCE TAPE CONS*UC110N - i ,SILT FENCE I I Cl FENCE (T)P) \ USE PLASTIC CONSTRUCTION FENCE A r WITHIN 50' OF,/WETLAND CHANNEL 1 JI I / 1 PRCVIOUSLY APPROVED / LJ .4' '..� /A' / /� WETLAND IM(ACT'ARE J I I / / t.800 S.F.)\ \ �II , , -- i vV ,I - � � CLASS �S �,!% --- I �" I THIS SILT FENCE �v� v ti r� BE INSTALLED , III _ UPON BUILDING DEMO Y•TAPE C0 TRU I0N , FENCE TI UNq., /- I / SILT FENCE (TYP) CONSTRUCTION NOTES. `v • 1� consecutiv ,da s before tem o a or final stabilization N y�. � p r y bilization iy 1. Disturbed e6rth exposure Will e limited to EROSION C Nt\ROL LEGS D ; d Is requl W fK%C�RINGDURING 1 .�/THIPE //\ 2/total disturbed ii�rth 'nOt , t exceed two acres at 1 jfAny bne time. i YAgc' DRAIN/ CATCH BASIN t' gRRRpDDOTTTT / NL T P ECTION / I 1 LIM TS OFIDISTURBANCE/ GRAPHIC SCALE IV / i i Cant irrs sown are based. upon a compilation 6f TA E CONSTRUCTION FENCE / / 9 1 I I I _ o is ro l I ! I`I I �pog np'ic survey informotion and. existing LIOAR / to ra h / - d e clniraclor shall ba responsible for field SILT FENCE � ( / i `�.., ,roe ifying exI ting conditions antl report any � dlecrepancie to the Engineer prior to beginning i X- / ih that ore.. SITE ENGINEER: CFI CIVIL ENGINEERING ASSOCIATES, INC. P.O. 80X 4S5 SHELBURNE, Vr 054e2 eos.Pasns9 cur eDz-0esnn w.D: www.c..++.cam DRA.N PBS CNBaxeU DSM APPRaVW SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT R —N CONSTRUCTION PHASING PLAN PHASE 0 DATF, I URA.IXU XUY.UH FEB., 2007 .CALK 1"=50' C-3,0 PYDJ. Na. 06248 SITE ENGINEER: I _ CIVIL ENGINEERING ASSOCIATES, INC, / , , `�.l—.—.—.\".� p-" _—.—.—.—.� // P.O. BOX 486 SHELBURNE, VT ONB2 copracxr ®:a -Au. ewxre ws+sxveu Du GRASS LINED J/i \ \ ' N ` \l \ \ �\ CONSTRUCPROPOSEC'�TION ROAD ENTRAt+CE T PBS / 1 STORMWATER CHANNEL \ I ' 2' WIDE BOTTOM. 2' DEEP INV OUT-3i.0 . \ `�\ _ `�\ INV UTm355.5 ` ' cxscxeu SIDE l SEE DETAIL SHEET SLOPES v <1 ` \ / ✓' DSM LINED WITH NAG 51508N f' APPROVED V A r/,� EC MATTING WJWSAV INSTALL ARUND CONSTRUnNG CTION' FENCE EESJ('//W f ONNER: , `\ SAT 4' MIN. RADIUS FROM TRUNK (Tl' ) f ,� MUNSON INSTALL TYPE II STONE PAD / / W, AT CULVERT OUTLET \ \ J SEE DETAIL SHEET � .2 � \ /,, ;/, T f EARTHMOVING CORP. \ P + =`R Jo— a APPLICAN T: CONcbwsrnucT STORMWATER CEACONVEYANCECHANNEL Ir WADE BOTTOM S:1 SIDE SLOPES INV T-06 r / ' `\ / } `�: t 18" HOPE CU PROPERTIES LLC LINED WITH NAG S15WN T /. IN \ \ INV OU349.03 EC MATTING' r ! INSTALL 20' EAmNSION W/ F.E.S. CEA UTILZE EXISTING CULVERT I TO EXISTING 1NEW OINV IN= 5PE L9 \` `\ 1 _} INV OUT e a1 sa \ \ `Y \ OFFICE ' I u i PLANNED UNIT ELOPMENT I .ew I DEV / ' i PREVIOUSLY APPROVED L_J '� / / ., - / / W'EILAND IMPACT ,AREA CONSTRUCT STORMWATER SWALE (1,800 S.F.) \ �.� LOT 1A / 2' WIDE BOTTOM, (2:1) SIDE SLOPES, 1.5' DEEP / / / /'\'\, MEADOWLAND BUSINESS PARK STABILIZE W/ EC MATTING / PRIOR TO EARTH DISTURBANCE I SOUTH BURLINGTON IN UPHILL AREAS / ,. / I;' \ \ VERMONT ASS ,�,/�/' I, /' PROPOSED SWALE -- _-- /. / , / CROSSES ABOVE EXISNG CULVERT AND CONSTRUCTION NOTES: / / 7// ' NEWnCULVERT EXTENSION 1. Disturbed earth exposure' will be limited to 7 consecutive days / W. before temporary or final stabilization is required\ / ( yT Total disturbed ea P Y \ earth not to exceed two' atvvany one / 1 time. / ✓/ / \ 1 i ( I 3. (Grass channel side slopes to be 2:1 (H: V) maximum. 'l ' i /W 4. Stabilize grass channels as soon as racticable,�vith pi erosion Acon rot matting. raroved equal) ./ PROPOSED I Ic1I'r- _ CROSS WLIFIRT I EXISTING 18�' (Use NIAG S o pp RT -T E TENSION iJ5 4' 5. All EPSC meaures shall be in place prior �6 earth disturbance. .. � p I +%� I I 4 -r' i i oers cxeczsu xewxiory ---~-- __ WettnrfdI Imaact NOt s CONSTRUCT TEMPORARY SANDBAGDAMB 1. Construction shall be performed only under "low flow" conditions. WITH LINER � I x•,, x` Construction at other Nimes Will not be' permitted without approval .by /the it NOTE: / Engineer. /' / ALL PUMP DISCHARGE / — ---- / / m TO PASS THROUGH —`-- Contours shown ore baaed!upon a compilation of I �✓ SEDIMENT CONTROL TRAP data. The co survey information and existing WDAR 2. No work shall take place at the stretbm crossing during gr:.di . ly `gft'er a',i' PUMP AND — --- ---- lobo raphlc survey inf 9 Y 'hall be responsible for field y. (SEE DETAIL SHEET C4.2) BYPASS LINE _ _-- —_,-- verifying existing conditions and report any I rain' `' m vJ v FOLLOWED BY FLOW ACROSS �' y �' OWL1t� I I — dlserepancies,to Ahe Engineer prior to beginning work / \ �I W �! GRASSED AREAS PRIOR TO / W I in that area.' / 3. Construction activity in the oreo�-will be kept to a minimum VoII last.\ j/ ,/ DISCHARGE TO EXISTING�/ — vegetation can be maintained adjacent to the channel. I� W Jl / DRY POND TO THE EAST i �j / / v' / i� I i STORMWATER P y I ; �%�� CHANNEL EROSION CONTROL LEGEND_ 4. Erosion control measures shall be installed prior to do ogler wci`ak rt this �'� area and shall be maintained and, left in placer,, until euitabl perrt'T6 ant _ erosion control measures', have been established and are op�rcgved y the I I r ® CONSTRUCTION ' I AfA WORK OCCI�RING DURING Engineer. I �W W _ i THIS PHASE , 5. Silt and ,debris 'shall be removed from behind tie sandbo s arld disposed of '� �j in a manner approved b the Engineer prior tortheir ,removbil J/y/ i / ci ' i1f PHASE ` YARD DRAIN/ CATCH BA1N" —' . PP y 9 P I /�, / �. - / I II f py - �� 'INLET PROTECTION \ / w / I I� j p*/, JI pers peAelxl: PUNPP.R GRAPHIC .SCALE / � % / . I � ���� FEB., 2007 LIMITS OF DISTURBANCE( TAPE CONSTRUCTION FENCE b ' W / � W� ,1 11 I IV scAcs b S —x'-- SILT FENCE i--u ,I ,x ,mooff a � W STR AM CROSSING 9"-20'3 i i AS SHOWN C-3 , 1 ���__--.___._ pxw. na. \\ 1'Ieoh . 40 It . !/ '. " 7 /� ROTATED VIEW � � I II i I \I 06248 / 11 SITE ENGINEER: I g [NEE 1 PHASE II A,B,C 1 I UTILIZE EXISTING li I i GRAVEL DRIVE FOR INITIAL h I , CIVIL . 1 1 �� P.O.OXIB5INEARIMG S� IATES, INC. CONSTRUCTION ENTRANCESHELBURNE,VT PHASE II C: MAINTAIN EXISTING STONE I� I eoa.msssz' `""°�' ." .--..- — _ { CONSTRUCT ENTRY WAY caerNm„T C, —_, aD„nN.aNa„ AND LAYDOWN AREA CONSTRUCTION — N ENTRANCE PAD li I - - - - - - AT INTERSECTION I! DpRAeN r BS 1 / I J WITH MEADOWLAND DRLVE �--SS h'/G,b,,/d/O,O,,r/O,di, i/6 /,r, /O,b,;//r, , / /b SM �_._._._ —. --- = _ —_--.._._..C:-- — —'_ _ — —_ _ --- _ _ — i h' i , r / //''0 / /'/ / i r' : /'J •'/;' r'•r ,,q /,/, , , / / it , ,; J, o, r, / ,�/,,ri/, i, .°a�o;r�4 h'a _`��. _ -- _..._ ,� —, _ 'T� — _ . — — — D soveD 0 /,((Jr,(��r, /,G, /, 4, 4�4,O, i/;G, 0, 0, r /,�� J,O,iq / 0; r; 4 4,4'4,h 4 / / re / 4 r', 4,' �•00 / r r r 4 4,O ri, r 4 4 /i3O 4, 0'r .. _—,..—...—�.. �•+SAV /"',,r,{, /r / WNER. U , W- G SON EARTHMOVING CORP. I 1 � PHASp �1 Al'PLIIAfI DEMOLpT10 / 1 -- -- ExIARNG I + / CEA \ r--- --1 BARN I /// �+ }// / OF ARNS I , °r; '°''6°%;;%%', I //// /i/ f I l`,,,,,, / ,/ \ / PROPERTIES, LLC E%I'TING //_./ AN REE o I / ARN %, r, , I i/ /i///% / / / 'i^ R VAL PROJECT: // //�"ARY 1 CE /TEM�OR� / L_--.--I // } A t, - I '/ r��, /'h 4 4 h, i r r 0 0 /'✓/ / /,i�',, r / �/i 0 4, / G //• //5 PILE//% / / ///! /; ' I r� / i" I OFFICE II I / PLANNED UNIT 4 / r // %, ,, ,,�, , % r /, / ,, ,, , J, ,, /, /, /, /, r,�•, /, ,, ,. ;'�. DEVELOPMENT 1 r/r't %r r.�•>r/, /!. rJ,'// rrr'/ '/,' i'/,'//'// �/ I / LOT 1A /,4 r, /, MEADOWLAND BUSINESS PARK �G''0 SOUTH RMONBURLINGTON E I ,��,'• G O'4 0'4 0 4 'i h /'6 ', Qrb'6'9 0 r i'i �i/ /�OL� �/ � ' x � VERMONT — — I� — — — — -- - I ( ,I I I I ' / /, �4, /;O, r /i / 4 0 0' '! 0 h / h'4 d r 0 r Oy O. /: I ►� / 1 ' •, W'' w I I Ifl I I 1 1 h�rp��G�O!h/4�h,'ri, i Ii qjq fvr�i�i,%i��i�•�Y� ��ij�i,�ri �G��i��i��� ��q I EXISTING 1 I I cc 'kill — I I I '— 5� k e rG4h44d 4/ / /,/ y�rf,� II. I I 1 E%, RAVEL D IVE. / h 4 1 b h h r'/'r '/' '/ I I I 1 _ — / �'b'',rY,�',/r',r �4'r'',r�'i q,4%%h�h�%h I - / I\♦ t.,i -180 l d x / / 111I PHASE 1 S Ills 1 ONSTRUCT BUILDING x-- cc l I�, II 1 _ _ _FOUNDATION _ - - - - {I11T .� _ � 1� ( f' Dora cR6caeu „r .i n I 111 I 1 AI - -_ — PHASE II B:-- PHASE II A. ' TOPSOIL REMOVAL LIMITS 1 -___- INSTALL GRASS LINED HOUSE /' PLACE HAYMULCH �,, �a.l CONSTRUCTION NOTES: I — CHANNEL AND STABILIZE I OVER ENTIRE AREA I I — 1. Disturbed earth exposure will be limited to 7 I WITH EROSION CONTROL ' I �1 r F'' p 1 MAT NG — _ _ ; r 1 j' is required. y fore`, temporary or final stabilization 1 CONSTRUCTION I 1 consecutive da s be PHASING PLAN EROSION CONTROL LEGEND EXISTING r �2. Total disturbed earth not to exceed two acres at I PHASE 11 GARAGE any one time. 1 / / r ORK OCCURING URING !' _�� 3. Stormwater conveyance swale along construction I CEA BUILDING r / HIS PHASE , r .2 road shall be stabilized prior to beginning this phase. I / J YARD DRAIN/ CATCH BASIN _ — — _ 1' — _ — — — — _ — _ — t•'] ` _ _ _ — _ — _ _ _ _ _ — ' DATE D.IM Nuwern INLET PROTECTIO q , LL, / NOTE: � FEB., 2007 LIMITS OF DISTURBAN(.:E/ ' I wwoGRAPHIC SCALE TAPE CONSTRUCTION�l FENCE - / Contours (shown ore hosed upon a compilation of sc•uc ^ 3 . 2 p o ,a s � as v topographi$ survey Information and existing LIDAR 1n c 20' ,`+/` L X— SILT FENCE data. The 6ontraclor shall be responsible for field \`� ----- \ /'ir� ver)fyineezisting conditions and report any r lu. No. ( IN FEET) / _ ! v v--v-- disyrepancies to the Engineer prior to beginning work � 06248 _ _ 1. invb 20 ft _/%`.. \ v v v v v )N that area. � II i 11 EXISTING l r HOUSE 1 I EROSION CONTROL LEGEND EXISTING I GARAGE -71— NORKOCCURING URING � HIS PHASE YARD DRAIN/ CAT H BASIN INLET PROTECT' — i LIMITS OF DISTURBANCE/ ',",,GRAPHIC SCALE TAPE CONSTRUCTION: FENCE \ —X— SILT FENCE � \ i Q7 FEET) .-..._.. / 1 inch m 20 it. ' E / DATE C'NECKEU REYINIDN % I 1._ CONSTRUCTION NOTES: I I — r 1. Disturbed earth `'exposure will ,b'e limited to 7 I �' lr� consecutive days before temporary or final stabilization 1 I is required. = CONSTRUCTION 2. Total disturbed 'earth not to exceed two acres at I PHASING PLAN any one time. i M PHASE III j 3. Earth disturbance associated with Phase II work shall be stabilized prior to beginning this phase. CEA BUILDING I DATE DxA111NIi NUNRER NOTE: FEB., 2007 Contours Chown are based upon a compilation of $CAtx /^� s { /^� topographiq survey Information and existing LIDAR V = 201 �� {JJ data. The contractor shall be responsible for field —°---o--a--a—._°__ verifyingiexishng conditions and report any dlsgr6ponciss to the Engineer prior to beginning work PROD. No. in that area. 06248 - I CONSTRUCTION OCCURING --_l ON THE ADJACENT LOT TO THE r i I I I w J I I I ro Civil ENGINEERING ASSOCIATES. INC, NORTH OF THE CEA PROJECT SI P.O. BOX 4e5 SHELOURNE, Vr 05482 JJJ WILL BE PERMITTED_ BY OTHERS M—M' M °a�mZ— WITH THE EXCEPTION OF INSTAI�LTION OF THE SHARED ACCESS DRIVE I� I I , DRMNf111 I PBS -- — — — — S.H' RED A�.0 IIVE �sM • ESS DR 1 , r ;(P lot W APPROVED SAV 1 J _ PHASE IV A FINAL BASE MATERIAL ps I // MUNSON OWNER: — rr, FOR ARTHMOVING CORP x� tNG LOT AND CONSTRUCT CURBS PHASE IV C 1 FINAL GRADING APPLICANT: CEA h I r �/�/,r,/,✓/, rr /, /, /, ,,� r r4 / / '4;q r , ,G ri Opp r i rrq g000 / / t PROPERTIES, LLC I I I • I /i /i r 'i /i 4 G 'i 4�4r/ /n4 - � r / r / rr / r i // /// PROJECT: CEA irir4'iL hig O rp4ii /ii i/�,,r /,ir 4 ri4f4r4�/piPi /� rr �r'i'' r0� //•$OII, STOq(PILE// +� / /ibh I .'I 'rii rii r/r ri ri 4i Ile ' eb' i GA26lJr " / �� /� 6 �rp� ��rivr �/i G, ' �� ��/qr r,�G� /////�/ //// I / I , % OFFICE // k/ PLANNED UNIT ROOFOSED "ICE r;•- , DEVELOPMENT I irir✓/i/ it / it 9, r /r/ 4 /, / , / I ". �,,�,,/ ,�/,G 'BUILDING. wrr,// rj/ �i,,i,/ LOT TA A \ v / I I I ( pipirf/ 0/1rr p /fi i t X %�X / MEADOWLAND BUSINESS PARK ryipi rh hr40i rr ,, i 0 4rG r4 qr4 i G S 7 200 SF 6 /i / /� i, O r r G /;G / `' \ j' ( SOUTH BURLINGTON , r'/ 'A` FFC396.00 r rr,/,/,,/rri/ r i , /r,/ , 1 ♦ VERMONT 5S / 6 /i /i 4 /i , 4 / 4 / r 4 r :�/��/ij� ��,��/ ,, ri 'r ���i ir, �r I �.: / I i•` I O I I I 1NVA I I I SE EU W , PROPOSED : ,/ n� Z i -/,§TOR4GE BUILDING Al / '.. � '. ` ' .�/i 4/' 7rrr�, l � � \ CI I I Ji i, l+ 1000SF PHASE IV D INSTALL TOPSOIL ,' U , n oI II'o \iI, SEED AND MULCH Ip�s �`✓, II CONSTRUCT i AROUND PERIMETER 8 S I I¢T _ _ _ — — �O0D-611ON �— — ° — — � AREAS OF SITE II ' IIATN IIFt'NY.I� xlVlnit�N \ _ 1. Disturbed earth exposure will be I 1 1 CONSTRUCTION NOTES: invited to 7 consecutive days before temporary or final stabilization EXISTING srequired. HOUSE I I --- -- 1 I — --- r I1` 5 2. Total disturbed earth not to exceed two acres at any one time.---- - `' ' CONSTRUCTION r`J 3. Earth disturbance associated with Phase III work EROSION CONTROL LGEND I EXISTING ;-7y�r,;�`jy shall be stabilized prior to beginning this phase. I PHASING PLAN GARAGE ' I I PHASE IV i �i �i RK OCCURING URING ' I Mq '/ '' r, HIS PHASE YARD DRAIN/CAT HBASIN — — I CEA BUILDING INLET PROTECT, nArr: unAxwc nuwxw — , — LIMITS OF DISTURBANFEI r/ S? / FEB., 2007 TAPE CONSTRUCTION, FENCE "�rGRAPHIC SCALE nt(( _ \ Coours `shown are based uPon o compllotion of v1.Alx. �X— '� SILT FENCE �\ m �a-- topographi✓` survey intormotlon and existing LIDAR'I" c 20' C 3 4 data. The onlraclor shall be responsible for field T \ ( 1N FM I -.--, °--'O--a--_°_ � verifying existing conditions and report any j.. i—h - 20 ft, '' o °-P P beginning rnm. no. /.. �� -- ;lathe ancies to the Engineer prior to bs nin war4 . � r,ln that urea. 1 06248 II I I ,1 ., i• — .`I ��-__-1 li SITE ENGINEER: 1 u r I I I I I CIYIL ENGINEERING ASSOCIATES, IMC, 390 r r P.O. BON 485 SHELBURNE lT 05482 . _ . _ . — . —. — — — — — — — — —'� — — — - —. —. — _ �- PHASE V A It CONSTRUCT SIDEWALKS 1 I'; I &_ LANDSCAPING_ WALLS i PBX DSM QAW ' w l- ,. F .PPXI,TXI III I f rl PF ASE 'V C i II INSTALLI LAN SCA ING I' y , I I PROPOSED I __ OFFICE BUILDING I I i l l A 7,200SF FFE 396.00 Ss - I Q I I I I EYI III, I 1 I I I I I EX. GRAVE D IVE _ PROPOSED I �I ORAGE BUILDING ? of Al 1000 SF fpl I ICI ill FFE32.0 I I / it 1 nL"WLS � I I EXISTING PHASE V C HOUSE INSTALL LANDSCAPING I PHASE V NOTES I' — 1. TOPSOIL SEED AND MULCH EROSION CONTROL L GEND EXISTING ALL REMAINING AREAS I GARAGE � — — — 2. UPON STABILIZATION OF SITE, RKOCCURING 4ING REMOVE ALL EPSC MEASURES E rHIS PHASE YARD DRAIN/ CAT H BASIN INLET PROTECTI unnlTs of DISTURBANCE/ oGRAPHIC SCALE TAPE CONSTRUCTION. FENCE i —X— SILT FENCE' \I 2'4 \ IN TEST) 1, inch a 20 In, 1 PS MUNSON P H A S E V C /: EARTHMOVING CORP. x INSTALL PAVEMENT SURFACE IN ACCES /+;�� AND PARKING AS /+/+/ 1 APPLICANT: CEA PROPERTIES, LLC PROJECT: ---- %/lviVONftl1RY �� x / I CEA OFFICE PLANNED UNIT DEVELOPMENT LOT lA x i MEADOWLAND BUSINESS PARK SOUTH BURLINGTON / VERMONT SLu'CP . / I Ix / I } 1 CONSTRUCTION NOTES: 1. Disturbed earth exposure will be limited to 7Of�O, B — ----- consecutive days before temporary or final stabilization v�%f7r,k I 1 ' is required. i yiOn l 2. y two, acres at I any onetime. earth not to exceed I-- -- 1 I' 3. Earth disturbance associated with Phase IV work I CONSTRUCTION shall be stabilized prior to beginning this phase. I PHASING PLAN _ PHASE V CEA BUILDING NOTEFEB., 2007 Conlours(ahown are based upon a compilation of lopogrophil survey information and existing UDAR 20' �_ �{.5 _ data. Th contractor shall be responsible for field V V v.rlly,n 'existing conditions and report any PX°.I. No. \_.,.._. disc%poncies to the Engineer prior to beginning work 06248 - 2'that area. - 8i PHASE VI B 6 I SITE ENGINEER: f CONSTRUCT TEMPORARY ACCESSr ' ,,'TO CONSTRUCTION ROAD, REM E_ /'EXISTING DRAINAGE SWALE, I I` STABILIZED LAY.DOWN AREA, w CIVIL ENGINEERING ASSOCIATES, INC, AND PARKING LOT SUBBASE - N I " P.O. BOX 485 SHELBURNE, VT 05482 j ___ —___- I 803. M6T399 FA%WP-0e5221f WM eww.we- emr I' pRA11N a I i IOQDI II i I I 1 }�3jJ l �; �i � �1 I ' ► iJ\R\ � PBS 1—S$L 1 II I .i ' CRECxBD I � I 1I DSM AreRovrn ' 11 EW N7 RIM-383. 0 ' ' SAV 77 ` — — w— I I / ✓ ;,/ /,i , / I INV...379.6 /+ , f OWNER: 1 12 N �i44�i �i G�i %i00'i/i gG ��bhh�i p/ / MUNSON EARTHMOVING CORP. APPLICANT: 'CEA PHASE VI C ,'' y, y,%; ;'/,;° I / PROPERTIES, LLC h�Ji J�/i�4' ,her/%%rig%i�4�/i�%i�4��ifi�Jij/' ,/ I INSTALL UTILITIES + NEW CBPROJECT: RIM- 383 / J� tNV._'..D CEA II ®-1 I III ;i.J.o ,rear? ,k . �kr I S/;/b°;,,';, %,l4°,' %, J'',,' i%,q'''', i,i� io,/''',,'/,/:/'';'/%/�✓','hi'',' ',,hi,,4,rh ,'4/,'/,�;,�,'/; 'J,;,%;O•J;';''%,/'o,;/;'/'r,�/:,%/ ,ii;''' /%i;'''%,oi;',%/;�/%'','%�/;,%'%/i%';/, / -- OFFICE N µ PROPOSED RIM386.5 PLANNED UNIT OFFICE INV_384.0 DEVELOPMENT BUILDING LOT 1A I I q MEADOWLAND BUSINESS PARK y� I 200 SF SOUTH BURLINGTON f I w FFE 398.00 G��i, ,/ �'G/�i'�ih gi/�i/i/,i/,i/,i/i'i �iJ,iry� �/cifJ/ VERMONT S U _SS_ NEVII GAS NEW ELFC.1 10 _elf --- I PHASE VI C ter. I III EX. GRAVE DRIVE � ,� H - Jy4,%�r� �i /, J,i �i �i'/i �O 'O'%i'ri'h' '4'ri'h �i'i �i �''G ri'/'�i 4�i'h �i �A �i �i'6'�''4' Ica/ INSTALL I I r I�� � - _ i'y'4'/r's, /i�(i' r 1 ,, /,, �, �, ��ry i. /p/i, �,h /r, 4, �, 0, 0, %�4�O,G,Ji� 4,%i,%i,%i Ji 4 4 4 4�Jir I III — :PROPOSED "\ STORM LINE ,l . f FORAGE BUILDING Al 40 1000 SF 0 %'' �':/:/ r ,, / {,, /,� ri 4��G/� G i� •i��ii�if�i }4i� i� G' i%•i� •;� •i�i��;�'i ��i �4i� ��� �i� h�/�i�/ 4j��i ".' / ' ( 1P FFE .0 W I = . / / / , / / / . / %/o.i1g'"%'%;% I ry:'%:%;':'/: '/: ''/''/� '/� %''%f'; ;'r�rr''%'�:':,'•:;/�;% Iir+v.Po a �''��� 2 j� LOCATION MAP ��dn 7'.200d cc — \ _1? UTAALJ� CABLE , ;G,rQ �yb,� ,i/ � r�� i�� irk r, r p , /r/ �r,�Oi�[.� tss 9tF cwecD eevmox UDPFle YARD DRAIN /5�12' F4E.9 I _ I RIM_384.7 '% % / / / / / IN V / /, INV._382.2 .,� I ' CONSTRUCTION\' NOTES: /' 2_; °:, I I -- — _. _ Contowa shown ore b 6d upon o compM lion of top., survey inf motion and exiaGn LIDAR f ( I /ii'0'ri Gi'Jii�!4J4'6'/, �rf ,/r,',6`�/r 4'%i'✓i/r'/r'rr 4 J data. The contractors all be responsiblis or field I 1. All EPSC measures sAown for construction phases } '''''''''' ''''''''''''''"'''''/ ''' ''r'"' J'','''''''''''�/J I I CONSTRUCT P PHASE VI C verifying existing condi ions and report an 1 VI & VII shall be in la fe prior to earth disfurbnce * ' r^ CONS 31 discrepancies to the E dineer prior to be inning work I , p q p I I lr .l: fi In that area. associated with those phases. i [�j` y�Y/yr�y�r BUILDING il, ',%%%%�' //J� ','+i'✓; %,, ''; FOUNDATIONS CONSTRUCTION b EROSION CONTROL L GEND i2. Disturbed earth a posure will be limited 'to 7 s `I _I consecutive days before temporary or final stabilization PHASING PLAN II — —r - — — ___ i� required.' / !I INSTALL SILT FENCE I x PHASE VI NORK OCCURING RING to HIS PHASE ,gtiTotaearno S.l disturbesd earth t to exceed two acres at any one time. >° AND LIMITS OF + II ; EAST BUILDINGS YARD DRAIN/ CAT HBASIN — 1 DISTURBANCE 0 INLET PROTECTI 4. Earth disturbance associated with Phase V work _ 3 LIMITS OFDISTURBANCE/ shall be stabilized prior beginning this phase. GRAPHIC SCALE / JAN., 2007 — ' — TAPE CONSTRUCTION, FENCE / \ m � quit —X— SILT FENCE 1 5. Maintain, stabilized construction entrance at °—°—°—°_ j 1°=20' C3.6 Meodowland Urive\ until final. stabilization" b—°—°—°—°— --T-.o l2Cf I / / PRO,. NO. o ` _ .r 1-h - 20 R. 06248 g 4 5 I 1- I -- Uj I t It �— 61 `KJI I YARD DRAIN 11 s395.0/ I I IN 391,d h I o 1 YARD BRAIN gt- LI _I RIM-394.5 �— ST T / I I ( I I I I I I PROPOSED I I OFFICE , BUILDING i 1 A 7,200 SF FFE 396.00 ss r-I I - - - _ -"--- I SITE ENGINEER I � �l MAINTAIN INLET PROTECTION TOPSOIL I ) SEED AND MULCH I CIVIL ENGINEERING ASSOCIATES. INC. UNTIL FINAL STABILIZATION (TYP) n P.O. SOX485 SHELBURNE, VT 054V ALL REMAINING AREAS -- I cOPVxlcxi A ¢aoV - JW RGtrr9 x838Rv8n UPON COMPLETEION OF 12" HOPE FINISHED GRADING I — PBS I 1 W/ F.E.S. _ � ,-6' INV-386.3 I D11S I RIM=390.0 _ YARD DRAIN �3 i — — -. sr era.Jsr 1t ze—. M i ` / — —77 � Jrraovan SAV _ OWNER: MUNSON is + EARTHMOVING CORP. Z• �� 1�1 1'�JF' 1 ' APPLICANT: T-�-_ - _ I / CEA I INSTALL R AINING 1 �+ / PROPERTIES, LLC S, CURBS, PROJECT: ND PLACE FINAL P ENT t I % / CEA -- I + OFFICE INST L SIDEWALKS 1/ / A LANDSCAP c O — aI' PLANNED UNIT —(? — — --'_ DEVELOPMENT I LOT TA MEADOWLAND BUSINESS PARK 1 >< SOUTH BURLINGTON VERMONT ISE ICE I 1 I O 1 UE - SE NL'C. 10 UE I ,: 11 `— EX. GRAVE DRIVE _ _v PROPOSED I I I Z I E ' • TORAGE BUILDING \ Al DAYLIGHT 1000 SF PERFORATED 1; VC FFE 392.0 A N 1 UE ELEC. SE UE .. I l o -- G - - --- -- -- -0 i -- — 1 TTELEPHONE & CABLENSFORMER, —.PEDESIAL$_ — — {I Contours shown web sed upon o compil Uon of / topographic survey inf rmotion and exlstl g LIDAR data. The contractor call be responsible for field I verifying existing condl ions and report to I t I discrepancies to the E gineer prior to'be Inning work in that area. I CONSTRUCTION NOTES: � 1. Disturbed earth exposure will be limited to 7 EROSION CONTROL L GEND consecutive days before temporary or final stabilization -- — --is-required. NORKOCCURING URING HIS PHASE 2. Total disturbed�arth not to exceed two acres,,,at YARD DRAINICAT HBASIN any one time. INLET PROTECTI — 1 3.. Earth disturbance associated With Phase VI work LIMITS — — OF DISTURBANCE/ shall be stabilised prior to beginning this phase. TAPE CONSTRUCTION, FENCE —x— SILT FENCE 4. Remove all EPSC measures upon final stabilization _ 1, Wolf CIP./uGl� r.Y zooa n I 1 -"." Pxr 11T e°wtnox —CT i I I -- ----- �. UE u - -- P OFFICE ------- I -- c --- - - BUILDING 7'200 I I I - - - -- I I 1 1 - - SF I I CONSTRUCTION PHASING PLAN I PHASE VI EAST BUILDINGS --�►_.-,.__-- -- -- -- —* CONSTRUCT. n.T: nRJRtRr.N,xtn:t i GRAPHIC SCALE — — — _-- — — —I DRAINAGE JAN.,2007 SWALE AND sala _ STABILIZE 1" 20' C3.7 IN FEET) It. W/ EC MATTING PkRJ. N0. T'1Pch GO ' �V 06248 SITE ENGINEER: Erosion Prevention and Sediment Control Proaram B. Using stone check dams and silt fences once the soil has begun B. Earth Excavation/Grading CEA Office PUD to move. A. Mass earth placement to create the building plateau shall Owner/Contractor Responsibilities: 9. Preserving existing trees and vegetation near and within buffer commence only after all remaining EPSC measures depicted on the 1. The Owner/Contractor (0/C) is responsible for the on -going ' areas until after the site has been stabilized. plans are installed. maintenance of all lot specific erosion prevention and sediment control K Construction Stormwater Discharae 10. Controlling dust by providing parking Iota with prepared surfaces, S. Surface water diversion BMP's shall employed at the high point of devices and practices. Any subcontractor conducting earth m The development of a new comerciol building by CEA Properties, LLC is limiting traffic In all possible ways, planting stockpiles with cover the site until the new drainage awale/hollow is installed, disturbance activities on the project site shall review the EPSC plan to be permitted on a Moderate Risk site under the State of Vermont crops or protective blankets, using water trucks, refraining from C. The Contractor shall also limit the soil disturbance and seeding and General Permit and shall complete on application and file with the Construction General Permit (CGP# 3-9020) for Discharges of cultivating and smoothing seedbeds until Immediately prior to seeding. application dates to between April 16th and September 15th. State a request for Co-Permittee status. CIVIL ENGINEERING ASSOCIATES, INC, Stormwater from Construction Sites Issued for this project. Protocol -Areas of special concern will be reviewed with the D. All exposed soils areas (not Including structural fill soils or stabilized stone shall be to forecasted 2. Periodic inspections shall be performed in accordance with the P.O. Box 488 SHELBURNE, ur.54x2 Parties associated the issuance and implementation the Contractor prior activities. These areas w'�II Con Initiating site areas) protected prim any rain event with mulch or erosion control matting. Pin matting with wire above schedule to ensure that the erosion and sedtment control eoaawsaza rwr eoxreszan »ae: ,„,,,..r,,.N,�,,,, rtth requirements eat forth In the Individual Permit and the details within this q t ie tract or be continually reviewed b the Contractor and the OSPC and on Y Y Y staples accordance with the manufacturers recommendations to measures are functioning as required. In addition to the standard --sr - document include: shales will identified In the daily weekly reports. All reports ensure full bonding with soil surface. periodic Inspections, Inspections of all of the on -site systems shall be nwan shall be distributed ibuted via e-mail to alll parties in support of the efforts p pD Install stone check dome in gross -lined ewales 50 feet on canter conducted after a role event causing atoms to leave the site. 9 -State of Vermont Deportment of Environmental Conservation, Water - to address areas of concern in a timely manner. to prevent Gilt from washing into the drainage t during Any problems noted during these inspections shall be corrected she PBS Quality Division (Stole) State of Vermont Environmental Commission Act 250 ( ) Beat Management Practices - BMP's - Examples Include,. but are not eon bush d. Check dams are to be removed when vegetation is when v established. immediately. cxecxeo -On-Site Plan Coordinator (OSPC) to: sediment fence, erosion control matting, aped, and mulch limitedaccordance 3. Once construction has commenced, the 0/C Is responsible for theaEng DSM accordance with the attached Construction Phasing plan and the 9. Temporary Construction Entrance -Required for entrance and maintenance of erosion and sediment control measures r protecting -Site Ow r Site Owner (Owner) V Vermont Erosion Prevention and Sediment Control Filed Guide egress points from the site. nearby atomwater collection systems and water courses. It is critical �vxo Site Erosion Prevention and Sediment Control Plan Designer EPSC 9 ( Installation Sequencing that sediment not be allowed to Invade the receiving waters. - SAV Designer) 10. Planting Preparation, Seed, Mulch, Germination, Maintenance -Owner's Builder Contractor Contractor / (Contractor) 1. Construction StakingA. The preparation of the topsoil for planting Includes final smoothing 4. The temporary construction entrance provides a place for parking A. The building area and parking area locations and construction and removal of small atones. This work shall occur Immediately vehicles off-street and a spot where material con be off-loaded. The intent is OWNER: This permit has the goal of minimizing discharges of sediment -laden water from the site by Implementing best limits are to be staked in the field by the Owner's Licensed Surveyor. prior to saedingor placement of EC matting so as to avoid exposure to erosion damage and to reduce the amount of duet generated as of the requirement to provide a stable surface for parking vehicles where mud and debris is not like) be tracked onto P 9 y MUNSON appropriate management B. The remainingclearing and site disturbance limits shall be reviewed 9 part of this process. it the street. Proper maintenance of the area is required until such Practices (BMP's) during construction on stabilization of the site, by the Engineer prior. to Initiating any clearing. The Engineer shall B. Planting Is to occur Immediately after the topsoil preparation with time as a permanent driveway con be put Into place. The Contractor will be responsible for ensuring compliance with all designate specimen trees and critical vegetative cover along buffer areas that are to remain during the initial phases of construction. special caution being given to upcoming storm events that may EARTHMOVING CORP. construction ater permit conditions within the entire project - - displace the seed/soil. C. The planted areas shall be water regularly to protect the new 5. During the entire construction process, the O/C is responsible for ensuring that mud, dirt, rocks, and other debris are not allowed to construction area. 2. Clearing -The clearing limits shall be demarcated in the field plants but not over watered so as to cause excess runoff and erode or be tracked onto the street system by construction vehicles. with continuous flagging. Construction fencing shelf be Installed along erosion. e0. r Should any mud or other debris find Its way to the road system, the APPLICANT: This permit covers all earth disturbance activities to be undertaken between the period of May lot and September 15th and shall be the edges of any stream or wetland buffer areas adjacent to or on the lot. Prior to any timber being harvested and removed from the All ditches that are not stone -lined shall be topsoiled, and 0/C shall take Immediate steps to have It removed. CEA submitted to the State of Vermont Water Quality Division 30 days prior site, o construction entrance pod shall installed at the entrance stabilized with erosion control matting. Any area which shows signs of erosion shall be restablitzed Immediately and maintained until 6. Maintenance - Silt Fence to the commencement of work. a point to the project site. Chipping branches and other woody permanent vegetation is established. of PROPERTIES LLC material la allowed but the materiall must be disposed of in on E. Maintenance: A. Inspect sediment fences daily ensure that construction Should earth disturbance be required for the period between September 16 and April 15th of the following your, a specific request shall be approved manner. 1. All erosion control measures shall be inspected weekly and repaired activities have not impacted their operability and after each rainfall o submitted in writing45 days prior to the commencement of the Ya D 3. Inlet Ensure that BMP's are it .lode and functioning as and/or replaced as needed. 2, All erosion control measures shall be Inspected after of event causing runoff from the site. B. Should the fabric of the sediment fence collapse, tear, PROJECT: proposed activity to the OSPCmake and Engineer for review and approval. The EPSC Designer by basins, a of catch basins, drainage ewales, culvert inlets, and other arena as 9 D periods haav rain. Y decompose, or become ineffective, replace promptly. shall make such modifications as recommended the OSPC and Engineer. The final document shall be submitted 30 days shown on the EPSC site Ian. D 3. The stabilized road entrance shall be top dressed with additional C. Remove the sediment as necessary to provide adequate CEA prim to the proposed winter activity for review and approval to: 4. Protection of Ad cent Sites - Install BMP's glom the common lot h 9 atone should the existing stone become clogged with sediment. 9 gg 4. Hoy or straw mulch Is subject to wind action. Mulch, where t mints storage volume for the next rain event and to reduce pressure on the fence. Take care to avoid damaging or undermining the fence during Megan Moir line of adjacent sites. This would Include construction fencing to help ovoid unintentional encroachment onto the adjacent property and silt � D D Y Permitted) may require anchoring as the weather conditions warrant. clean -out. D. If the utilities ore Installed after BMP's have been Into OFFICE Deportment of Environmental Conservation P Water Quality Division fence when the adjacent lot la downgradient of the construction site. 11. Surface Stabilization - The following stabilization methods are 9 put place, the permit holder Is responsible for control of erosion and sediment PLANNED UNIT 10 North Building 103 South Main Street 5. Protection of Construction Site - Prior to Initiating earthwork on required: A. Temporary stabilization -Straw mulch (during the earliest during the construction process and for ensuring that all BMP devices 9 g are re -installed per the original design. DEVELOPMENT Waterbury, Vermont 05671-0408 the lot, surface runoff from areas upgradient portions of the construction site shall be diverted from the proposed areas of P P phases of the project) or erosion control matting placement to On -Site Plan Coordinator Inspections disturbance usingdiversion swalee, structures, sand bogs, curbing, or 9 9• required on all non -contained disturbed areas prior to forcasted rain 1. The OSPC will normally Inspect erosion prevention and sediment The request shall Include a site plan that depicts the proposed work other roved method. at Protect epee exposed slopes from surface �P P P P runoff b collecting runoff the t of the slope and as s events. Install atone check dame to drainage swalee feet on a center ea control measures In conjunction with routine inspections. Inspections with roe will ensure that ro er placement and Installation of the erosion proper D LOT fA MEADOWLAND BUSINESS PARK areas, description of the proposed activity, why it needs to be done this It stabilized Into a stabilized conve conveyance, such a slope drain or atabNized swots. e, Y'a P t to prevent slit from washing Into the drainage system during to prevention and sediment control measure. are in place. time of year, the area of dlaturbanca, and the means of satisfactorily stabilizing the site through the winter in preparation for Spring runoff. 6. Grubbingestablished. construction. Check dame shall be removed when vegetation is 2. The first Inspection will occur prior to clearing of the site to SOUTH BURLINGTON VERMONT Groundwater Dewaterina A. Grubbing shall occur only alter the erosion control measures around the downgradient perimeter of the site has been established. C. Control dust through the application of water. The exact numbs of applications and amount shall be booed upon field and ensure that proper BMP's we In place, including proper demarcation If dewatering of trenches, pits or other excavations is required during Those locations shall be reviewed with the Environmental Specialist and weather conditions. It shall be spread in such manner and by such of the clearing limits, Installation of construction fencing along the construction, the groundwater will be pumped to a suitable settling Independent Engineer. Existing topsoil shall be retained and stockpiled devices that uniform distribution Is attained over the entire area on stream/wetland buffer limits, and any other devices required to facility approved by the engineer and the VT DEC. on site for re -use. which it is ordered placed. protect the receiving waters from sediment deposition during the B. The Contractor shall remove all remaining woody material and tree D. Install crushed stone apron of at least 15' width around the clearing phase. Inspection Program stumps and dispose of them utilizing one or more of the following perimeter of the building following backfill of the foundation walla. 3. Prior to grubbing and mats earth excavation, the OSPC The inspection responsibilities of the Contractor and the On -Site Pion methods: I. Burning, provided that permits are acquired from the State of E. Install temporary (sacrificial) crushed stone on all access ways and loydown areas. These areas will be covered later with the shall Inspect thethe ails to ensure that the construction fencing, silt Coordinator (OSC) are outlined In the chart below: Vermont Solid Waste Management Division and the City of South roadway/perking lot base materials or with topsoil. fence, construction entrance, and other required BMP's ore In place. Feature Daily Weedy Alter Rain Evers. Burlington. II. Disposal on site within designated slope disposal areas only after F. Permanent Stabilization - Required of all surfaces at the completion of construction. The Contractor will install 4' topsoil, sod, 4. The OSPC will conduct weekly inspections and will prepare weekly Storm Sewer Inlets C OSPC, E C,, OSPC an Insignificant waste Disposal Permit Is acquired. At these sites the seed (where permitted), fertilize, Ilme, and mulch (seeded areas) the reports which are to remain on -site until final stabilization Is ochelved. Silt Fence C OSPC, E C. OSPC following standards shall be met disturbed areas as soon as possible following completion of Check Dams C OSPC. E C. OSPC a. 3' separation to the seasonal high groundwater table. construction. Construction Fencing C OSPC, E C. OSPC Construction Entrance C OSPC, E C, OSPC b. 100' separation to surface waters. 1. Use rapidly germinating cover crops prim to seeding when the Additional Requirements: Stabilized Areas C OSPC. E C. OSPC c. Thorough mixing of soli and woody material to minimize future ground would otherwise be bare. Report C OSPC, E OSPC settlement. 2. Include rapidly germinating grasses in the seed mixtures when 1. All sediment removed from sediment control practices as part of d. Covering with a minimum of four (4) feet of cover material. they will not compromise the integrity of the final product. maintenance shall be disposed of in an area that is: C Site Contractor and Repair OSPC a On -Site Ill. Chipping with on -site disposal In accordance with Item 5 or 3. Utilize hydroaeeding with mulch when feasible. a. Less than 5% slope. inepectlon Coordinator, E Engineer o disposal off -site In accordance with State requirements. D q b. At least 100ft from an downs) y ape water body or conveyance to a Iv. Disposal at a certified landfill facility. waterbody (including storm drain Inlet or ditch) C. All grubbing of woody materials shall be completed to a depth of c. Area shall be vegetated SAIL$ - The project area comprises the following soils as mapped by the Soil Conservation Service. at least 12". D. The Contractor shall remove all medium to large stones and 2. All areas of disturbance must have temporary or permanent boulders present within the limits of disturbance Including future stabilization within 7 days of the initial disturbance. After this time, any Involved Erodobilty drainage and Infrastructure Improvements. disturbance In the area must be stabilized at the end of each work day. S=bo Roll Grouo Sloces Area Factor 1. The larger boulders shall be soved for use In retaining walls. The following exceptions apply VeB Vergennes Cloy 2 to 6% 2.0 0.49 11. The smaller stones may be buried In predetermined disposal sites. a. Stabilization is not required if work Is to continue in the area Sub Stockbridge and Nellie Looms 3 to 8% 0.87 0.24 7. Sall Stockpiles within the next 24 hours and there is no precipitation forecast for the High Risk Areas and Areas of Special Attention Areas of high risk are A. The Contractor shall strip and stockpile as much as possible of next 24 hours. generally associated with the disturbance of the upper profile of the the native topsoil for re -use during a later stage of the project. b. Stabilization Is not required if the work is occuring In a self- native soils odes. lion with the Initial clearing and mass Borth B. Each topsoil stockpile shall be placed in locations respective of contained excavation (i.e. no outlet) with a depth 2 feet or c excavation activities. existing environmental features of the site. Special consideration shall 9 P greater (e.g. house foundation excavation, utility trenches). e be made to maximize the distance (minimum 100') to the nearest Work upgradlent of existing wetlands, small stream, stormwater collection water course, structures and drain lines requires special attention due to the potential C. Each topsoil pile shall be surrounded on the downgradient side by discharge of sediment -laden water directly to the receiving waters. a row of silt fence. D. Any topsoil pile which Is to remain in place for greater than 15 EROSION AND SEDIMENT CONTROL STRATEGY- The following techniques days shall be temporarily seeded with winter rye to preserve the s.re cxaCKE. Rtivl9�un are anticipated to be utilized as part of the erosion and sediment Integrity and minimize the erosion of the soil constituents and release control program. The timing and use of each of the techniques Is of soluble nutrients. A further defined within the Construction Phasing of the project. E. The Contractor shall locate stockpiles on the uphill side of the ----------------- disturbed areas. If possible. During windy conditions, stockpiled s\l /'� C 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bare. material shall be covered or watered appropriately to prevent wind erosion. ��••, I 1 .� Rf✓.6 --- - 2. Include rapidly germinoting grasses in the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. p� / 2, EPSC 4. Utilize erosion control netting or blankets, with or without seed ^+•n,^ vv cad 5.. Utilizing b them on slopes greater than 3:,. stabilization materials or sodding areas where runoff �"'°'•' NARRATIVE rapid or concentrated. 6. Limiting traffic In the vicinity of streams and wetlands and installing as few temporary crossings as possible. �• jgLr p.(;�y 7. Installing water bars (swole/berms) on slopes to and channels before .Are wnmo nuxmr It gains sufficient volume and momentum to cause scouring. FEB., 2007 _U NO SCALE C_4 •0 rail. xo. 06248 SECTION 02150 - EROSION CONTROL PART i - GENERAL 1.01 SUMMARY A. Section includes: 1The work under this section includes but Is not limited to providing i all obor, equipment and materials for the installation of all required site related erosion control measures. If not otherwise directed on the plane, erosion control shall be in strict conformity with the latest revision of the "Vermont Erosion Prevention and Sediment Control Field Guide available from the Stormwater Section of the Vemlont Water Quality Division. B. Related section.: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES - A. The discharge of sediment laden water from the project site is prohibited. All discharged water from dewatering operations shall discharge Into a temporary sedimentation basin. B. Contractor shall Install all erosion control measures as depicted on plan. and details or as recommended by the Stormwater Section of the Vermont Water Quality Division prior to any construction. Contractor shall also be responsible for Inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between May let and October 15th. If soil disturbance occurs later than October 15th and prior to May 1st, winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will hove a alit fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed areas, if possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 3:1 (H: V) shall have erasion control matting tting Instated to stabilize the slope and reducethe erosion potential. install matting so that all parts ore in contact with the underlying soil. Pin matting with wire staples 3' o.c. to ensure full bonding with soil surface. Matting shall be Installed in accordance with manufacturer's recommendations. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution Is attained over the entire area on which It is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached your woven Into a uniform open plain weave mesh. 2.02 EROSION CONTROL MATTING A. Where required on the plane or where directed by the Engineer, erosion control blankets (matting) shall be North American Green 51508N for .wales and slope stabilization, or approved equal, for all areas for permanent installation, and C125 and SC150 where matting Is being used. as temporary protection of disturbed salts until a final surface stabilization method is employed. 2.03 FILTER FABRIC A. When filter fabric is required, it shall conform to the requirements of Mirafi 500X or approved equivalent. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 or concentrated flake, pallet or other granular calcium chloride, Type 2, may be used. 2.05 WATER A. All water used shall be clean and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. 2.06 SEDIMENT WATTLES A Sediment wattles shall be King Fibre Corporation silt trapper sediment wattles or approved equal. 2.07 POLYACRUMIDE A. Polyocrumide (polymer) loge (blocks) shall only be used with permission from the Engineer and VT ANR Water Quality Division. Type shall be Applied Polymer Systems, Inc. floc log or approved equal. The type of floc log used shall be based upon a site specific testing of the native salts. 2.08 STONE CHECK DAMS A. Stone check dams should be constructed of 2 to 3 Inch stone. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swale and to ensure that the center of the dam is lower than the edges. The maximum contributing drainage area from any one check dam shall not exceed two acres. See the detail drawing In the Erosion Control Details Drawings for the proper installation of stone check dams. PART 3 - EXECUTION 3.01 HAY BALE CHECK DAM AND INLET PROTECTION A. Hoy bales shall not be used to construct check dams or as a means of Inlet protection. 3.02 SILT FENCES A. The slit fences shall be constructed in accordance with the construction detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to form a horseshoe shape to trap ail runoff. Silt fence shall not be placed across areas of concentrated flow. B. The slit fences shall be Inspected periodically for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an area where there Is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and all other areas tolled out on the plans, and shall be placed and maintained in accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. As soon as construction is completed in a given area, it shall be topeoiled, seeded, fertilized and mulched as specified in Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch stone. 2. Use 8 inch layer of stone. 3. Stone pod shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stone -lined shall be topsoiled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded immediately and maintained until permanent vegetation Is established. 3.07 MAINTENANCE A. All erosion control measures shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. D. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3.08 STONE CHECK DAMS A. The drainage area of the ditch or swals being protected should not exceed 10 acre.. B. The drainage area to any check dam shall not exceed 2 acres. C. The maximum height of the check dam should be 2 feet. The center of the check dam must be at least 6 Inches lower than the outer edges. The maximum spacing between the dams should be such that the too of the upstream dam is at the some elevation as the top of the downstream dam. D. Check dame should be Installed before runoff is directed to the swats or drainage ditch, 3.09 DEWATERING METHODS A. All dewatering methods associated with this project are to be approved by the VT DEC and the engineer prior to use. END OF SECTION 02150 SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: I. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractor's operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topeoif samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Engineer and pay oil costs. Testing shall report on mechanical and chemical (pH. soluble salts) analysis. Report shall be submitted at least one month before any looming is to be done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15, or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untilloble. If seeding is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100X shall pass the 10 mesh sieve: minimum 90% shall pass the 20 mesh slave; minimum 40% shall pass the 100 mesh sieve. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions as specified in Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project In now, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and shall meet the standard. of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: I. Park seed shall normally be used on loam areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85X 40 Perennial Ryagrass 98% 90%. 50 Kentucky Bluegrass 97% 85% 25 Redtop 95% so% 5. TOTAL - 120 2, Slope seed shall normally be used for all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acro Creeping Red Fescue 96% 85% 35 Perennial Ryegross 98% 90% 30 Redtop 95% 80% 5 Alaike Clover 979 90% 5 Birdefoot Trefoil 98% 80% 5 TOTAL - 80 3. Shade Bead shall normally be used in shaded areas in or along the edge of wooded areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbq/Acre Creeping Red Fescue 95% 80% 30 Tall Fescue 96% 60% 20 Crownvetch 95% 80% 30 TOTAL - 80 B. The seed mixture shall be delivered In new, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations, Seed shall be subject to the testing provisions of the Association of Official Seed Analysts, C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2,04 MULCH A. Mulch must be installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rate of 90 pounds per 1,000 square feet. 2. Wood fiber applied in a slurry (1/6" or longer) at a rate of 40 pounds per 1.000 aqua'. feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from Injurious chemical and other toxic substances harmful to plant life. No water which is brackish will be permitted at any time. The Contractor shall Identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has been completed. SITE ENGINEER: B. Notify Landscape Architect at least seven (7) working days prior to starting seeding. r C. Prepare areas immediately prior to seeding as follows: 19 1. Loosen soil of seed areas to a minimum depth of 4". 2. Remove stones over i" in any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, CIVIL ENGINEERING ASSOCIATES. INC. moderately coarse texture. P.O. BOX 485 SHELBURNE, Vr 06482 5. Remove ridges and fill depressions as required to drain. amaeas323 FAY: eo2o.a22rf wee: 6. Restore prepared areas If eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS coPrwaer - A. Seeding shall not be done when the ground Is frozen, snow covered, muddy, or In any M" PBS other unsatisfactory condition for planting.. No seeding operations shall be conducted under adverse weather conditions or when soil moisture condition. are unfavorable (too wet co -a or too dry) or when winds exceed 5 MPH. DSM B. Construction methods shall be those established as agronomically acceptable and APPeoveo feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young SAv plants.. Where such compaction hoe occurred, the Contractor shall rework the soil to make a suitable seed bed; then reseed and mulch such areas with the full amounts of the OWNER: specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent MUNSON drowning or winter killing of the plants. EARTHMOVING CORP. D. All areas and parts of areas which foil to show a uniform stand of gross for any reason whatsoever shall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering is considered a necessary element for establishment and survival. APPLICANT: F. Where ryegross has been planted for temporary erosion control and has not been CEA eliminated prior to the completion of the work, such vents heart be stated at least 3 Inches deep and seeded to permanent grasses to prevent the rgrmanea from reseeding and PROPERTIES LLC becoming competitive with and retarding development of the permanent cover. P 3.02 SEEDING PROJECT: A, Lime and fertilizer should be applied prior to or at the time of seeding and incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on an evaluation of soil tests. When a soil test is not available, the following minimum amounts CEA should be applied: OFFICE Agricultural limestone, 2 tons per acre or 100 tbs. per 1,000 square feet. Nitrogen (N), 50 lbs. per acre or 1.1 lbs. per 1,000 square feet. PLANNED UNIT Phosphate (P205), 100 lbs. per acre or 2.2 Ibe. per 1.000 square feet. DEVELOPMENT Potash (K20). 100 lbs. per acre or 2.2 lbs. per 1,000 square feet. (Note: This is the equivalent of 500 Ibe. per acre of 10-20-20 fertilizer or 1,000 Ibe. LOT 1A per acre 5-10-10). MEADOWLAND BUSINESS PARK SOUTH BURLiNGTON B. Seed should be spread uniformly by the method most appropriate for the site. VERMONT Methods include broadcasting and hydroseeding as follows: 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 Ibe./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity in tow directions at right angles to each other. Rake seed lightly Into top 1/8" of topsoil, roll lightly and water with a fine spray. 2. Hydroseeding: Mix specified seed, fertilize and pulverize mulch In water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rate. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 Ib. bales per 1,000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin Immediately after seeding and shall continue until „ acceptance. :, S. All mulches must be Inspected periodically, In particular after rainstorms, to check for rill erosion. Where erosion Is observed, additional mulch shall be applied. Net should be Inspected after rainstorms for dislocation or failure. If washouts or breakage occur, f ,t A" reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses are firmly established. Grasses shall not be considered established until ,#s a ground cover Is achieved which Is mature enough to control soil erosion and survive severe weather conditions. Where mulch is used In conjunction with omament tinge, Inspect periodically throughout the year to determine if mulch Is maintaining co 4 94 the soil surface; repairas needed. �.. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of washouts " which ore necessary. j aV op D. The Contractor shall maintain oil seeded areas until full vegetation Is established. E. All seeded areas shall be kept free from weeds and debris, such as stones, cables, baling wire, and all slopes 4:1 or less (flatter) and level turf shall be mowed in the following manner: 1. When grass reaches a height of 4-6", mow to a height of 3". cxzcruo Ravnfwn 2. At least two cuttings shall be made prior to final acceptance. F. Following mowing, all permanent seeding grass areas (mowed and unmowed) shall ---- -- receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. _ 3.05 ACCEPTANCE EPSC A. eto determine acceptance of seeded areas will be made by the Landscape Archititect,ct, upon upon Contractor's written request. SPECIFICATIONS 1. Provide notification at least ten (10) working days before requested inspection date. B. Seeded areas will be acceptable provided all Installation and maintenance requirements have been complied with and a healthy uniform lawn Is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY DATE P.11 C N `xn ER FEB., 2007 A. All seeded areas will be warranted for a period of twelve months from date of Owner's acceptance. Should any seeded areas foil to maintain full vegetation, failed areas will be acAfs refurbished until this specification Is achieved at the cost of the Contractor. NO SCALE C 4 . 1 1 ENO OF SECTION 02936 "E` No. 06248 q POSTS AND 2. STAPLE THE WIRE AVATE A 4"XS" MESH FENCING TO ANGLE 10'CH, SET POST N1RE POSTS. (WHEN USINGUPSLOPE NSLOPE. FENCING MESH FENCING)STABIUTY SELF CLEA' MIN. �- 3. ATTACH FILTER FABRIC 4. STAPLE THE WIRE TO ME YORE FENCING MESH FENCING TO FN.TEq ANFI EXTEND IT TO END POSTS. (WHEN FABRIC THE TRENCH. Cp,PAC .USING MESH FENCING) BACKFILL L INSTALL SIT FENCES AT TOES OF UNPROTECTED ROPES AND AS PARALLEL TO CONIWRS AS POSSIBLE. CURIE THE ENDS OF NE FENCE W INTO NE SLOPE. REMONE SEDIMENT MEN AC—M TO XALP THE III OF THE FENCE. GONVACTOR I INSTALL 9LT FENCES AT NO TOE OP ILL FILLED M MROTECRD SLOPES DIRECTED DIMING CONSTRUCTION, NOT KCE66PAILY WRECRD ON THE FINAL PLANS. SKT FENCES ARE TO K NAINTANED UNPL SLOPES ARE STWQED. 2. wOKN NNE FENCE TO BE FASTENED SECURELY TO POSTS MAN w1RE DES OR STAPLES B nL1EF CLDN To SE FASRMED SECURELY TO WOVII4 WIRE FENCE wN TIES SPACED EVERY 24" AT TOP, WO SECTION, AND 11- 4. w Two SECTIONS OF nLTER MON ADMN EACH OTEA, NEY SNAU. BE OVERLAPPED BY 6'. FOLDED AND STAPLED. SILT FENCE CONSTRUCTION DETAIL N.T.S. 1 ACRE PORE Incorrect - Do Not layout "perimeter GOrrecl - Install J-hooks control" silt fences along property lines. All sediment laden runoff will concentrate and overwhelm the system. r J.) I O.J ACRE \ 03 P Discreet segments of sill fence, installed with J-hooks or 'smiles' will be much more effective SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. TEMPORARY SEEDING & MULCH OR NETTING SILT FENCE INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. �t I- OVERLAP 6" (150mm) MIN/MUM p \\ EXCAVATE CHANNEL A TO OES/GN GRADE AND CROSS SEC7011 d � �'I„ DESIGN DEPTH V` OVERCUr CHANNEL LONG/TUDINAL 1" (50mm) TD ALLOW f t' ANCHOR TRENCH BULKING OUR/NG SEC08ED� PR£PAR4770AI r s• ns I TYPICAL 1NSTA14AR01V i W/rH EROSION CONTROLBLANKETS OR RE/NFORCEMENrURF MA75 INTERMITTENT. CHECK BLOT LONGITUDINAL ANCHOR TRENCH SHINGLE -LIP SPLICED ENDS OR BEG/N NEW ROLL /N AN WrCRM1r7ENT CHECK SLOT —� PREPARE SO/L AND APPLY SEED BEFORE /NSTALLINC BCANKE7S, MATS OR OTHER rEMPORARY CHANNEL LINER i+ + + ++ + ++ + ++ + + I 1 NOTES 1. DESIGN VELOC/7TES EXCEFD/NG 2 FT/SEC (O.Sm/sect REOU/RE BL TEMPORARANKETS, MATS OR S/M/LAR LINERS TO PROYTEOT SEED AND $O/L UN7/L VEGETATION BECOMES ESrABL/SHED. 1. CRASS -LINED CHANNELS WIN DESIGN VELOCmES EXCEEDING 6 FT/SEC (zm/se J SHOULD INCLUDE TURF REINFORCEMENT MA75. GRASS -LINED CHANNEL: EROSION CONTROL MATTING TYPICAL INSTALLATION tttttttttttt N.T.S. 2 TO 4 CLEAN TRAP ROCK METAL STAKE PLACED AROUND TRAP ROCK RE SCREEN / 0. HAT ETAL CH IS SECURED TO 5" OPENINGS STAKES. TTATO WIRE SCREEN, ALTER FABRIC, MIRAFI 140N5 OR APPROVED AL DIVERSION RIDGE REOU/RED WHERL' GOAD,' EXCEEEDS 2X 2� GREATER ROADWAY' ..\\\//\\/j'\\�//// T //%i\`i RTL TER FABRIC SECTION A - A NOTf.' STRAW BOLES• SANDBAGS SPILLWAY USE TISANOE24C5 STRAW BALES OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS £OUIVALENT HE/GHT TO CNANNEUZE RUNOFF TO -- B4S/N AS REOU/RED. SUPPLY WATER TO WASH WHEELS /F NECESSARY f `6R nmT 3:A I A 2"-J'(50-75mm) "r,�' MIN. o COURSE AGGREGATE ) MIN.6" (150mm) TH/ K 3.6m DIVERSION R/DG£ 50' (15m) MIN. PLAN NOTES 7, THE ENTRANCE SHALL BE MAINTAINED /N A CONOIT/ON rHAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ON70 PURL/C R/GHT-OF-WAYS. TH/5 MAY REQUIRE TOP DRE551NG, REPAIR AND, CLEAN OUT OF ANY MEASURES USED 70 7RAP SEDIMENT 2 WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC TEMPORARY RIP17-OF-WAY. J. WHEN WASHING /S REOU/RED, 17 SHALL BE GRAVEL DONE ON AN AREA STABILIZED W/TH CRUSHED CONSTRUCTION STONE 7HAr DRAINS IN70 AN APPROVED SEDIMENT TRAP OR .SE9/ME1V7 545/N ENTRANCE EXIT NOTE: ALL DEWATERING DISCHARGES SHALL BE THROUGH SEDIMENT CONTROL TRAPS, CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REWIRED. PLAN METAL STAKE WIRE SCREEN PLACED AROUND Iv/ 0.5" OPENINGS TRAP ROCK THAT IS SECURED TO PUMP DISCHARGE METAL STAKES. `HOSE ATTACH TO WIRE SCREEN, I,FILTER FABRIC, MIRAFI I T T I A 140NS OR APPROVED EQUAL --II I I� i 11�A41r MINIMUM 1"0 ROCK. PLACED AROUND WIRE SCREEN PLACE 9" MIN. FABRIC TO BE COVERED WITH ROCK CROSS-SECTION SEDIMENT CONTROL TRAP DETAIL Ci 4.1 N.T.S. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT N.T.S. SITE ENGINEER: yFP` MINIMUM 1"0 ROCK CIYIL ENGINEERING ASSOCIATES, INC. PLACED. AROUND AND PLACE FILTER FABRIIC P.O. BOX 485 SHELBURNE VF 05482 TO THE TOP OF BETWEEN INLET GRATE eoase6sszs FAX.p24ME22TT ww. www.wrA.=aR CONCRETE BLOCKS AND FRAME c—I NT 1. m DRAWN PBS .. �. cxecReD CONCRETE BLOCKS DSM PLACED AROUND YARD DRAIN APrwovsD SAV OWNER: WIRE SCREEN w/ 0.5" OPENINGS PLACED AROUND CONCRETE BLOCKS MUNSON EARTHMOVING CORP. PLAN MINIMUM 1"0 ROCK PLACED AROUND A TO THE TOP OF CONCRETE BLOCKS 1 OR 2 LAYERS HIGH F AROUND CATCH BASIN �- WIRE SCREEN w/ 0.5" OPENINGS PLACED AROUND CONCRETE BLOCKS CROSS-SECTION YARD DRAIN INLET PROTECTION (WITH CONIC, BLOCKS) N.T.S. MATCH DITCH CULVERT & END SECTION SECTION r: R A -/A TYPE II STONE FILL A '''jjj��� TYPE (Y11 STONE -O" MIN. THICKNESS) THICKNESS) CULVERT END SECTION A R ///���STABILIZATION FABRIC— CONTINUEE�( _ rMIRAFI 50OX OR FILL IF REQD v V g/I 7 APPROVED EQUAL !"_ ' ��•l l END SECTION DETAIL 2 N.T.S. F � �lr SIDE SLOPES TO BE 3:1 �y�, p�•�;I OR AS SPECIFIED ON PLCANS EXISTING GROUND H T EROSION CONTROL MATTING IN 4' TOPSAIL DITCHES w/PRDFILE GRADES EXCEEDING 5S. STAPLE AS PER MIN, MANUFACTURERS SPECIFICATIONS. GRASS LINED CHANNEL N.T.S. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT TA MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT 3'11'A'IIF7u EPSC DETAILS IIATE DNANINO NUNNF:It FEB., 2007 sr — AS SHOWN C-4 A 2 PNOJ, NO. 06248 No Text WASTEWATER PUMP STATION REQUIREMENTS USE RATE TOTAL BUILDING A 25 EMPLOYEES @ 15 GPDIPERSON = 375 GPD BUILDING B M EMPLOYEES Q 15 GPDIPERSON = 1050 GPD RESIDENTIAL 3 BEDROOMS 0 140 GPD EACH = 420 GPD SUBTOTAL 1845 GPD OESION FLOW 1476 GPD PHASE I FULL BL11L6 OUT CONDITIONS CONDITIONS TOTAL DESIGN FLOW 300 GPD 1.476 GPD AVERAGE DAILY FLOW 0.31 GPM 1.56 GPM PEAKING FACTOR 5.00 5.00 PEAK FLOW. 1.56 GPM 7.81 GPM REQUIRED STORAGE (1 DAY) 300 GAL 1,476 GAL STORAGE PROVIDED 1,500 GAL 1.500 GAL FORCE MAIN DIAMETER 2.00 IN 2.0 IN MIN. CLEANSING VEL. 2.50 FPS 2.5 FPS MIN. PUMPING RATE 24.47 GPM 24.47 GPM CHOSEN PUMPING RATE 44.0 GPM 44.0 GPM LENGTH OF FORCE MAIN 410.0 FT 410.0 FT FRICTION LOSSES 15.29 FT 15.29 FT HIGH POINT OF FM 381.70 FT 381.70 FT LOW ELEV, IN PS -0.1 s7&fiB FT "y a. 47G,89 FT ELEVATION CHANGE 1i FT YrIB FT MINOR HEAD LOSSES 3.00 FT 3.00 FT TDH y,1.9 . 2 39 FT 244." / FT PUMP CYCLE STORAGE 200 GAL 200 GAL RUN CYCLE 4.58 MIN 4.71 MIN WET WELL DET. TIME 640 MIN 128 MIN SYSTEM CURVE GPM TDH 20 12.7 25 14.5 11 30 16.6 •+ < 40 21.9 - e 4 50 28.5 14.'r WATERTIGHT C.I. COVER CAST INTO CONCRETE (OR APPROVED EQUAL) 0v4.5 RIM ® 384.8 m4,ei FINISH GRADE PCV CONDUIT TO---;, I CONTROL PANEL 51x10' PRE -CAST CONCRETE PUMP STATION ASPHALT COVERED CAST IN PLACE FLEXIBLE PIPE SLEEVE 8" SDR 35 PVC can SEWER MAIN �n.l INV. IN 0 .C' 1,500 GALLONS (1 DAY) SUBMERSIBLE SEWAGE EMERGENCY STORAGE EFFLUENT PUMP TOPSOIL, RAKE, SEED & MULCH (MOUND 6") i Ii APPROVED BACKFILL W/6" MIN. SAND BEDDING 2'-0" 2" SDR 26 PVC FM TRENCH SECTION N.T.S. 4" PVC CAP GRASS H -FINISH GRADE 4" BEND ROW (22.5' OR 45') END TO BE PLUGGED WITH 4" PVC WATERTIGHT PLUG 45 WYE AND MARKED W/ 2"x4" BOARD EXTENDING FROM SEWER TO 2" MIN. ABOVE FINISH GRADE. SEWER MAI 4" MIN, SDR 35 PVC SEWER SERVICE STUB, EXTEND 20' SOUTH OF MAIN 0 MIN. SLOPE 1/4" PER FT. WITH MIN. PLAN 4.5' COVER. 4" BEND (22.5- OR 4" MIN. SDR �IS�PVC SEWER SERVICE 45'), ROTATED FOR PROPER ALIGNMENT J I 45 WYE IN / \� SEWER MAIN nn Z�A J ELEVATION__,_. SEWER SERVICE CONNECTION NTS CONTRACTOR TO PROVIDE 3 LOCATION TIES TO END OF LATERAL TO BE INCLUDED ON "AS -BUILT" DRAWINGS. SEE TYPICAL TRENCH FOR BEDDING AND BACKFILL REQUIREMENTS. 4" SDR 35 PVC 45' ELBOW - WYE FITTING 4" SDR 35 PVC; ---^FLOW TYPICAL CLEANOUT DETAIL N.T.S. GRANULATED ACTIVATED CARBON FILTER 3" GALVANIZED ALARM LIGHT L 2 1/2" x 2 1/2" x 1/4" VENT PIPE & HORN COVER TOP OF TUBING (ALL WELDS & METAL PARTS TO BE PRIMED AND PAINTED) i-NEMA 4 DUPLEX CONTROL PANEL NEMA 4 COVER JUNCTION TO BE L 2 x 2 1x 1/4" BOX LOCKABLE I STRUCTURAL TUBING 36" 0 RISER *THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE CONTROL PANEL MOUNTING UNION z BRACKET FOR APPROVAL GATE VALVE 1n DISCONNECT SNATCH I `- CONDUIT TO BE SEALED a ®POWER SUPPLY TO PREVENT SEWER GASES CHECK VALVE FROM ENTERING CONTROL I PANEL CAST IN PLACE _ FLEXIBLE PIPE HOLE BUSHING & SLEEVE COUPLING (SEALED) 2" SDR 26 PVC I PIPING TO MANHOLE r 6"7 3'•''T - 1 INV, 379.3' CONCRETE FILLET TAPERED FROM 9" TO 3" SET PUMP FLOAT FOR 3nT.G CONTROL 200 GALLON DOSE 3.Hn,z4 FLOATS El S3S90' 34I,Sb is --6" MIN. COMPACTED 6, CRUSHED GRAVEL ZOELLER 840 SERIES GRINDER PUMP (OR APPROVED EQUAL) 2HP, 3450 RPM, 200 VOLT, SINGLE PHASE, NTH AUTO-REVERSING PREAuCAST PUMP STATION N.T.S. I ( I CONDUIT TO POWER SUPPLY AS REQUIRED i. CONTROL PANEL DETAIL N.T.S. MANHOLE WALL MANHOLE OPENING ABOVE SITE ENGINEER: f • F, '-0" MIN. ADIUS CIVIL ENGINEERING ASSOCIATES, INC, P.O. BOX 466 SHELBURNE, 17 05462 sa2HXi6TaZa FM.-BD2.g9s.Yt>T wW: xww.cec-H com .."•..•,",.. ,a, ssxs - wu naxxs aesaa"ex __ PLAN LESARON FRAME & COVER �LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. .--SET FRAME ON FULL MORTAR BED & SEAL JOINT 12" CONCRETE RISERS G FOR ADJUSTMENT POLYPROPYLENE MANHOLE u 24" STEPS ® 8" O.C. WATERTIGHT JOINTS USING z MASTIC OR RUBBER GASKET �F w 48" ---- - COAT EXTERIOR OF ENTIRE m m MANHOLE WITH A --------- WATERTIGHT SEALANT (2 COATS) o CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL. a 1" RISE (TYP. ALL PIPES) USE 3' (MAX.) STUBS ay AT ALL MANHOLE PIPE CONNECTIONS CONCRETE FILL TO HIGHEST CROWN OF PIPE UNDISTURBED _ 12" MIN. SOIL OR ROCK CLASS 8 CONCRETE SHELF AND INVERT 6" MIN. CRUSHED STONE BEDDING ELEVATION NOTES: 1. INVERTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST, 2. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 3, INTERIOR JOINTS SHALL NOT BE GROUTED. 4, IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A RAT TOP SHOULD BE SUBSPTUTED FOR THE CONE SECTION. TYPICAL SANITARY SEWER MANHOLE N.T.S. 4? DRAYN PBS cxscxsD DSM APPRDVaD SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PART: SOUTH BURLINGTON VERMONT Cj�4ft� TOPSOIL, RAKE. UNPAVED PAVED SEED & MULCH of_� NOTES: 1. Compaction of backfill and bedding ahall be a '-' minimum of 90% (95% under roadway surfaces) 11 of maximum dry density determined In the n ,. standard proctor test (ASTM D698). I call "Fell APPROVED BACKFILL. THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen z / IN 6" LIFTS subgrode. -- RIGID INSULATION AS 3. Approved back 011 aholl not contain any stones dimension (6" in ---- REQUIRED. USE 1" OF INSULATION FOR EVERY more than 12" in largest roadways, 2" moximum diameter within 2' of -- - FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, D42' IS LESS THAN Jil wet, or organic material. D PVC SEWER PIPE 4. Trenches shall be completely dewalered prior to SEWER TO FLOATS _ - 6 '. placing of pipe bedding material and kept dewatered during installation of pipe and backfill. DETAILS TO PUMPS COMPACTED 5. In trenches with unstable materials, trench bottom shall first be stabilized by placement of .j--THOROUGHLY BEDDING MATERIAL filter fabric then crushed stone (3/4" maximum), BOX 6� NEMA 4 JUNCTION (JUNCTION BOX SHALL �` `- 6. The sides of trenches 4' or more in depth entered by personnel shall be sheeted or eloped to the DATE UWTrINa NI)YIIxR BE ACCESSIBLE WITHOUT UNDISTURBED SOIL OR ROCK angle of repose as defined by O.S.H,A, standards. FEB., 2007 ENTERING WET WELL) 7, Bedding material shall consist of crushed stone ecAT,X ("� TRENCH DETAIL with maximum aize p Submit a sample NO SCALE (''� TYPICAL SEWER p val to the Engineer for approval prior to us®. e V-5 • V N.T.S. PRo1. no. 06248 1 3 3 ADJUSTABLE IRON CURB BOX W/LID MARKED 'WATER" TOPSOIL, RAKE. UNPAVEDI PAVED SET CURB BOX JUST INSIDE R.O.W. FLUSH w/GRADE SEED & MULCHE LINE _ FINISH GRADE EPROPERTY - - NOTES: 1. Compoctlon of bockflll and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the p standard proctor test (ASTM D698). OPERATING ROD <' �—APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen Z z I z IN 8" LIFTS subgrade. in o � RIGID INSULATION AS REQUIRED. USE 1" OF 3. Approved backfill shall not contain any stones more than 12" in largest dimension (6" In I � INSULATION FOR EVERY roadways, 2" maximum diameter within 2' of ERIE CURB BOX FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, DUCTILE IRON INSTALL A --- Dt2' — - IS LESS THAN 6'-0" wet, or organic material. WATER MAIN GOOSENECK I i" CURB STOP NEW WATER LINE 4. Trenches shall be completely dewatered prior to LOOP MUELLER 8-25209 placing of pipe bedding material and kept 6•• dewatered during installation of pipe and backfill. D/2 THOROUGHLY COMPACTED SAND BEDDING 5. In trenches with unstable materials, trench bottom shall first be stabilized by piacement of 1" CORPORATION STOP x8"x16" SOLID _ - — _ .- filter fabric then crushed stone (3/4" maximum). MUELLER H-15DOS CONCRETE BLOCK 6" " 6. The sides of trenches 4' or more in depth entered \— UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A, standards. 1" TYPE "K" COPPER SERVICE UNDISTURBED SOIL 7. Pipe bedding to conform with Section 2.04, Gronular TYPICAL WATER TRENCH DETAIL "'L WATER SERVICE CONNECTION N.T.S. N.T.S. EFFECTIVE - MINIMUM ONE FULL BEARING AREA BURIED LATE VALVE.' LENGTH OF PIPE CONCRETE SJ PORT VALVE e ANCHOR 4 PLUG UNDISTURBED UNDISTURBED SOIL SOIL VALVE/DEAD END REDUCER NOTE: T. PLACE 3 MIL (MINEEHTLENE SHEET BETWEEN BETWEEN ALL CONCRETE ```i..x,i •,6 `�• , ,>F� "� Y�^ THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND. —UNDISTURBED SOIL 11/2'. F—UNDISTURBED OR 11 1/4' BEND SOIL N.i.S N.T.9. MINIMUM AREA OF BEARING SURFACE OF CONC. THRUST BLOCKS ®' ®' ®' '®®®' ®' m®' ®' ®' ®' ®M®®' '®' ®' ®®' S&*1k (:1 '®'r M®MMM®®MEMMMM®M®®MMmk� MMMMWMMWMWMM Ems THRUST BLOCK DETAILS N.T.S. WATER SEWER MINIMU', BETWEE WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE .WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4, WATER MAIN$ AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N.T.S. NOTES 1. All water installation work and materials must comply with the "Specifications and Details for the Installation of Water Lines and Appurtenances for All Water Systems Owned By the Champlain Water District, The City of South Burlington, and the Village of Jericho". ' 2. Installation details for this project must comply the above referenced CWD Specifications. Conflicts are to be referred to the Engineer for clarification. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance for the Control of Cross Connections Within the Water $y5tem of the City of South Burlinaton, henceforth the "backflow Ordinance." Please contact the South Burlington Water Department for more information on backflow protection devices. 4. CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 6. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 7. Separations between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. Prior to any building construction, the building contractor should contact the South Burlington Water Department to discuss City of South Burlington requirements for meter sizing, meter settings, and backflow protections. 9. The South Burlington Water Department shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. RC�I V city of "Ura r... SITE ENGINEER: t_ I CIVILENGIMEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VT 05482 BDP.PB6292J FAN: PD2.0e 11 wee: Www.weM.oari co=TNG��r1 a -ALL geMM g9Eq'ED DRAIN PBS cH.K.0 DSM APPRDVED SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT fA MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT r WATER DETAILS DATE DNAIIN. NuMRRR FEB., 2007 scALE NO SCALE C-rJ' w 1 PRIM. ND. 06248 MATCH DITCH CULVERT 6c END SECTION SECTION N,vN 2A A —A TYPE II STONE FILL 3 A ///--- TYPE II STONE FILL (1ESS MIN KNESS, / THIC) CULVERT s A ' END SECTION STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N. T. S. EXISTING _ GROUND ___,7_____—__— , r7 nF`1euF Ilt;�ll;.� �t - t2 -;., r. EROSION CONTROL MATTING IN TOPSOIL DITCHES w/PROFILE GRADES EXCEEDING 5%. STAPLE AS PER MANUFACTURERS SPECIFICATIONS, GRASS LINED DITCH N.T.S. CHANNEL TO BE LINED WITH NAG S15013N EC MATTING. STAPLE AS PER MANUFACTURERS SPECIFICATIONS 3' MIN. ELEV. 354.0' y EXISTING GRADE 8' MIN. VAO1F1 VARIES J I _ BOTTOM OF CHANNEL _ '— `— 4" TOPSOIL ELEV. - 352.7�, MIN. '--BOTTOM OF CHANNEL NEW END SECTION EX. 18" HOPE CULVERT ELEV-351.7 INV IN a 350.55 NEW 20' CULVERT EXTENSION IN IN a 350.9 STORMWATER CHANNEL CROSSING AT CULVERT N.T.S. EXISTING CURB AT MEADOWLAND DRIVE LEBARON LF248-2 24" x 24" C.I. GRATE w/4 FLANGED HIGH STRENGTH FRAME (OR APPROVED EQUAL) NON —SHRINK GROUT SET FRAME ON FULL MORTAR BED (OR APPROVED SEALANT CONCRETE CURB FOR RUBBER RISERS) BITUMINOUS CONC. PAVEMENT (1/4"/FT. SLOPE MIN.) _—_ t 2" MAX. ONCBASE E—� d' 4" HIC BA ADJUST TO GRADE WITH CONCRETE AND/OR RUBBER RISER WATERTIGHT JOINT USING 1" MIN WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK GROUT) " PRECAST NHOLE STRUCTURES SMAHALL CONFORM TO ASTM SPEC. 18" C478 (LATEST EDITION). SUMP �6" MIN. CRUSHED GRAVEL '.' TYPICAL CATCH BASIN ® CURB N.T.S. 3/4" TO 1 1/2"0 CLEAN FACE OF WASHED STONE BUILDING n` FINISH GRADE ^ " 6" 1"X6" PRESSURE TREATED LUMBER 6" PERFORATED SDR STAKED 4' O.C. 35 OR HOPE, SEE PLAN FOR INVERTS FILTER FABRIC MIRAFI 140NS DRIP DETAIL AT BUILDING N. T.5_ SITE ENGINEER: r \. CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX405 SHELBURNE, VT 06482 BYhBB62JE3 sox —11 wvb. www.am-woven nRAeN PBS —n... DSM 'UV OWNER: MUNSON EARTHMOVING CORP. Al'PLICANT. CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT 18" CAST IRON H-20 RATED GRATE TOPSOIL, RAKE.— UNPAVED PAVED 110" `v THRU ADAPTOGS AVAILABLE 4" SEED & MULCH NOTES DRAINAREA e: 95.7 SO. INCH — 1, Typical trench for water, sewer, and drainage pipe. `\ GRATE HAS H-20 (HEAVY TRAFFIC) O1 DOT RATING 2. Compaction of backfill and bedding sholl be a _ '.' minimurn of 90% (95% under roadway surfaces) QUALITY: MATERIAL SHALL t of maximum dry density determined in the CONFORM TO ASTM A48 — CLASS 308 r�4—io standard proctor test (ASTM D698).TAPPROVED BACKFILL �� IPAINT: CASTINGS ARE FURNISHED 18" INLINE DRAIN THOROUGHLY COMPACTED 3. Bedding material sholl not be placed on frozen WITH A BLACK PAINT DATE a1IXIM mEIoN IN B" LIFTS subgrade. 0 'CAST IRON GRATE 02" OF RIGID INSULATION 4. Approved backfill shall not contain any stonesZTO BE INSTALLED WHEREVER more than 6' it largest dimension, 2' maximumMINIMUM COVER CANNOT d ameter with n 2' of the. outside of the pipe, GRATE COVER IS REVERSIBLE; BE MAINTAINED & ALSO ar any frozen, or organic material. ONE SIDE STICKS OUT ASAPPROVED BY THE ENGINEER IS SHOWN ON THE RIGHT. 5. Trenches shall be completely dewatered prior to ONE SIDE IS FLUSH ASPIPE placing ofpipe bedding malenol and kept IS SHOWN ON THE LEFT. I RISER 18" x 15" ADAPTORDRAINAGE dewatered during installatonof pipe and backfill.6. The sides of trenches 4' or more In depth enteredDETAILS THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the BEDDING MATERIALangle of repose as defined by O.S.H.A. standards. 7. Bedding material for wastewater lines shall consist S90' ELBOW of crushed stone or grovel with maximum size of 3/4". 18" CAST IRON GRATE UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand. TEE DRAIN BASIN AND INLINE DATe uNAetre: NuwssD Submit a sample to the Engineer for approval. DRAIN BY NYLOPLAST USA, INLINE DRAIN SECTION INC. OR APPROVED EQUAL FEB.. 2007 TYPICAL TRENCH DETAIL EAU, N.T.S. YARD DRAIN DETAILS NO SCALE C-5.2 N.T.S. 06248 SIDEWALK WIDTH AS SHOWN ON PLANS �5" CONCRETE SIDEWALK. IL 1 -- ' 61 8" GRAVEL SUBBASE--�^— ",DISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. NO EXPANSION JOINTS SHALL BE PROVIDED. 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION �. SLOPE -BEGIN TRANSITION FACE OF SLOPE CURB T II^ SHALLOW r STEEP � r FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURBS N.T.S. i ELECTRICAL CABLE MARKING :TAPE SHALL BE PLACED 8" '- TO 12" BELOW FINISH GRADE (APPROVED BACKFILL 40" MIN. THOROUGHLY COMPACTED IN 8" LIFTS ELECTRICAL CONDUIT UE MIN. 4" SAND OR FINE GRAVEL ON ALL SIDES OF CONDUIT 18" MIN CONDUIT SHALL BE ENCASED IN A 4" ENVELOPE OF CONCRETE UNDER THE FOLLOWING CONDITIONS: A. FOR INSTALLATION UNDER THE TRAVEL PORTION OF THE ROAD. S. WITHIN 10' OF WATER, SEWER, GAS AND DRAIN CROSSING. ELECTRICAL TRENCH - PRIMARY N.T.S. r ELECTRICAL CABLE MARKING / TAPE SHALL BE PLACED 8" / TO 12" BELOW FINISH GRADE tLi;FIN APPROVED BACKFILL 24THOROUGHLY COMPACTED IN 8" LIFTS ECTRICAL CONDUIT MIN. 4" SAND OR E GRAVEL ONALL SIDES OF CONDUIT 4"0 CORNER 1 5/8"0 BRACE 3/8"0 TRUSS ROD W/TURNBUCKLE TOP COURSE BITUMINOUS CONCRETE PAVEMENT CONCRETE OR BRICK PAVERS 1/2" R. �r5;1 (SEE ARCH. PLANS) BASE COURSE BITUMINOUS CONCRETE PAVEMENT �.. 6" CRUSHED GRAVEL BASE BANK RUN GRAVEL SUB -BASE MATERIAL I. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 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). 3, ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CONCRETE CURB w/SIDEWALK DETAIL N.T.S. PAVEMENT CRUSHED GRAVEL BANK RUN GRAVEL STABILIZATION FABRIC _77 3/4" WASHED STONE MIRAFI 50OX OR 18" '+ APPROVED EQUAL MIN F,: i— 4" PERFORATED PVC PIPE. (PVC) *SEE PLANS FOR ?, FILTER FABRIC MIRAFI INVERT ELEVATION 140NS OR APPROVED 12" MIN �I EQUAL FOR UND— ERDRAIN *SLOPE ALL PIPE TO DRAIN ® 1% MIN. TYPICAL UNDERDRAIN SECTION N.T.S. B' (POST TO POST) S' (POST TO POST) i TRASH ENCLOSURE GATE DETAIL ELECTRICAL TRENCH - SECONDARY N.T.S. N.T.S. SITE ENGINEER: CONCRETE FILLED � (ROUNDED TOP) ,- TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1/2" R. 6" 1/4" R. 6"0 STEEL PIPE (STANDARD/ CIYILENGINEERINGASSOCIATES, INC, BASE COURSE BITUMINOUS 1--� SHOP PRIMED) EXTERIOR 3' COVERED BY REFLECTORIZED P,O.BOX485 SHELBURNE, VF85482 Ppy.p9g.yy23 FM': CONCRETE PAVEMENT YELLOW JACKET �„ coevwaxr - .0 aaRTs Ruynveo _ .. PAVEMENT 1B' OMM PBS �. CRUSHED GRAVEL BASE cxRCRRD _ DSM BANK RUN GRAVEL SUB BASE MATERIAL 5 APPROVED SAV OWNER: .,. .. 1. CUR8ING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINT BETWEEN SECTIONS. CONCRETE— JY�7 �Y MUNSON 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL EARTHMOVING CORP. CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 18" CONCRETE CURB DETAIL APPIACANT: CEA N.T.S. BOLLARD DETAIL �- N.T.S. PROPERTIES, LLC 3 1/4" BITUMINOUS CONCRETE PAVEMENT: PROJECT: 1 1/4" TYPE IV FINISH COURSE 2" TYPE II BASE COURSE CEA _ _ WINDING WIRE OFFICE FAIT SPEaO 704 OSL 6' MIN. PLANNED UNIT 72" BANK RUN GRAVEL 2 R 4'. SPACED 3" APART DEVELOPMENT q T SP C. 704.04 �—COMPACTED SUBGRADE--_ _ f LOT 1A MEADOWLAND BUSINESS PARK STABILIZATION FABRIC MIRAFI c 1 / �, SOUTH NGTON 50OX OR APPROVED EQUAL VERMOMONT TYPICAL PARKING LOT SECTION TRUNK ARMORING DETAIL N.T.S. N.T.S. HEAVY DUTY GATE HINGE (MIN. 2 PER GATE) TENSION BAR 1/4"R3/4" GAILY. is m � ixrJ ! 1of GGG 3 1/2" X 5" PRIVACY LINK MESH W/ PRIVACY SLATS FENCE SCREENING DETAIL N.T.S. 0,11 TTr 1,92 �--- 1.6 0 --� BIKE RACK (DERO RR2h) N.T.S. RRV151ON DETAILS DATE DIIARING NUYDRII FEB.,2007 NO SCALE C-5.3 N PROD. NO. 06248 10 �- NON -TAPERED SQUARE ALUMINIUM POLE DARK BRONZE FINISH ANCHOR BOLTS & TEMPLATE BY LIGHT POLE SUPPLIER HAND HOLE w/COVER BOLT OR CADWELD GROUND WIRE n TO POLE 2'-0" MIN. WHEN ADJACENT TO A PAVEMENT SURFACE FINISH GRAD I PAVEMENT SURFACE y I y I I � 3/4" CONDUIT FOR 1 �.I SCH 80 PVC FROM `ol 06 BARE COPPER f POLE TO POLE w/ N GROUND WIRE l�_.I. SEPARATE GROUND (4) 05 VERTICAL I 'I WIRE 3/4" x 10' COPPER I1 GALVANIZED STEEL TO WELD GROUND RODS ig" PVC CONDUIT CONNECTOR BOND TO CONDUIT, k3 TIES ® 12" O.C. BASE & POLE POLE LIGHT DETAIL (ADJACENT TO PAVEMENT)_ —_.-= N.T.S. PLANTING NOTES: 1. EXCAVATE A PIT WHICH IS AT LEAST TWICE THE DIAMTER OF THE ROOTBALL AND SAME DEPTH - NO DEEPER. 2. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. 3. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL. 4. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. 5. TOP OF ROOTBALL TO BE SET FLUSH WITH FINISH GRADE. DO NOT TOUCH THE ROOT FLARE OF THE TREE. 1' MULCH 3" DEPTH TILLED AND LOOSENED NATIVE CREATE A SOIL SAUCER— —� SOIL BACKFILL WITH TOPSOIL ROO_... LL ,--UNDISTURBED SOIL nn TILLED AND LOOSENED 1I T II I 'I IIIIItIIV1U1 I�I ICI-!iI NATIVE SOIL BACKFILL ITill Dili-III:-I1 � I L 2 TIMES THE WIDTH OF THL ROOIBALL _SHRUB PLANTING DETAILS N.T.S. NON -TAPERED SQUARE ALUMINIUM POLE DARK BRONZE FINISH ANCHOR BOLTS & TEMPLATE BY LIGHT HAND HOLE w/COVER _ POLE SUPPLIER 4 Y BOLT OR CADWELD Z3'-0" GROUND WIRE O TPOLE MIN. 5'-0" MAX. FINISH GRADE 3"-1 FINISH GRADE 1 p IIt - o - 7 Z 3/4" CONDUIT FOR I• .I p1 � M6 BARE COPPER GROUND WIRE 1.....I. SCH 80 PVC FROM I (4) MS VERTICAL I 'I POLE TO POLE w/ 'f'- - SEPARATE GROUND 3/4" x 10' COPPER WIRE WELD GROUND ROD i8" GALVANIZED STEEL TO BOND TO CONDUIT, PVC CONDUIT CONNECTOR BASE & POLE #3. TIES 0 12" O.C. POLE LIGHT DETAIL (BEHIND CURB) N.T.S. 1147 7 pr_x__, c4lof80. �i /DO NOT TOUCH THE ROOT FLARE OF THE TEE. J 9,'MULCH 3" DEPTHTILLED AND LOOSENED NATIVE SOIL BACKFILL SITE ENGINEER: P "K P\ CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, VF 05482 BDY-0BH IM FAN: 6D2-pBb-Yl>f —D wxw.ass H.oaD RIDN s R DRANN MJW C IT— DSM APPROVED SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT CEA OFFICE PLANNED UNIT DEVELOPMENT LOT lA MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT CREATE A SOIL SAUCER WITH TOPSOIL ROOTBALL- ` -- s - r-- UNDISTURBED SOIL DATE Camn IIEI'IefoN . IP �--2-2"X4" STAKE W/LONG TAPER -�_.— TILLED AND LOOSENED `1 If MIN. 18" INTO UNDISTURBED SOIL � —� NATIVE SOIL BACKFILL STAKE---` I I z ' LANDSCAPE & TIMES THE _�DTH__ , OF THE ROOTBALL LIGHTING DETAILS TREE PLANTING DETAIL N.T.S. DATE DPAlIND NUMBER FEB.,2007 9cALP NO SCALE C-5.4 1P Nu_ 06248 a SECTION 02110 SITE CLEARING PART 1-GENERAL 1.01 SUMMARY A. Section includes. 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART 2-PRODUCTS Not used PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 1.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within areas as indicated on the Plans. Remove stumps, roots and tap roots and other projections 1 f :" or greater In diameter to 2'-0" below the excavated surfaces in cut areas and 2'.0" below the exposed subgrade in fill areas, 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner in establishing suitable areas within the property limits for depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backfllling (capping) and grading all waste shes. 344 UTILITIES A. Coordinate with utility companies and agencies as required. END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1-GENERAL 1.01 DESCRIPTION A. The Contractor shall maintain traffic in the project area to the satisfaction of the Owner and the Engineer. This would typically mean allowable short duration (16-20 minutes) Interruptions and full -day closure for bridge Installation If necessary. Access by emergency vehicles must bit allowed at any Bme of the day. The Contractor will be responsible to furnish, install and relocate channelization barriers as required to protect the traffic, workmen and new work. It shall be the sole responsibility of the Contractor to keep the Local Agencies (Including but not limited to Town Highway Department, Police and Fire Departments) pre-wamed at least 72 hours In advance of changes in traffic patterns due to reduction of pavement widths or closing of streets. The Contractor shall supply, Install, maintain, adjust, move, relocate, and store all signs, suitably lighted barricades, traffic cones and traffic delineators, as necessary to carry out the traffic routing plan and maintain vehicular and pedestrian traffic. All of this work shall meet the requirements of Local Agencies and the Owner. B. The Contractor shall furnish, light, and maintain such signs as may be directed, or may be necessary for the safe regulation, or convenience of traffic. Said signs will be as specified, they shall be adequate for the regulation, safety and convenience of traffic, The Contractor shall provide, erect, and maintain suitably lighted barricades, warning lights, etc., as needed, or as directed In order to keep people, animals and vehicles from excavations, obstacles, etc. The Contractor may be required to employ trafficmen and take other such reasonable means or precautions as the Owner may direct, or as may be needed to prevent damage or Injury to persons, vehicles, or other property, and to minimize the Inconvenience and danger to the public by his construction operations.c The Contractor shall confine his occupancy of public or traveled ways to the smallest spare compatible with the efficient and safe performance of the work contemplated by the contract. C. The Contractor shall observe and obey all local alit state laws, ordinances, regulations and permits In relation to the obstruction of streets and highways, keeping passage -ways open and protecting traffic where there may be danger from all construction activities. D. Suitable lighted barriers or barricades shall be furnished by the Contractor and put up and maintained at all times during the night or daytime, around all open ditches, trenches, excavations, or other work potentially dangerous to traffic, Such barricades shall be constructed of 2 inch by 8 Inch rough lumber, securely supported and braced at least 3 feet high above the ground. Barricades shall be placed on all sides and throughout the entire length and breadth of all open ditches, trenches, excavations, or other work which must be baited to the general public. Barricades shall be property painted to the satisfaction of the Owner in order to retain a high degree of visibility to vehicular pedestrian traffic. E. Suitably lighted barricades shall be defined as barricades lit by flashers in accordance with the paragraph or other lighting methods approved by the Owner In lieu thereof. Flashers shall be placed along the entire length of the barricades at an interval no greater than 6 feet, center to center. Flashers shall be power operated, lens directed, enclosed light units which shall provide intermittent light from 70 to 120 flashers per minute, with the period of light emittance occurring not less then 25 percent of each on -off cycle, regardless of temperature. The emitted light shall be yellow in color and less than 12 square inches. The discernible light shall be bright enough to be conspicuously visible during the hours of darkness at a minimum distance of 800 feet from the unit under one or more directions, the foregoing specifications shall apply 10 degrees or more to the side and 5 degrees or more above and below the photometric axis. F. The Contractor shall furnish and securely fasten flashing units to signs, barricades, and other objects in such numbers and for such lengths of time as are required for the maintenance and protection of traffic, or as the Engineer may order. The flasher shall be In operation during all hours between sunset and sunrise, and during periods of low visibility. The Contractor shall maintain, relocate and operate barricades and flashers throughout the life of the contract. Should the Contractor or his employees neglect to set out and maintain barricades or lights, as required in these specifications, the Owner immediately, and without nofice, may furnish, install and maintain barricades or lights. The coat from any amount due or to became due to the Contractor under this contract. G. If the Contractor's operations or occupancy of any public street or highway, or the uneven surfaces over any trenches being maintained by the Contractor shall interfere with the removal or sanding of snow or Ice by the public authorities or adjoining land owners, in an ordinary manner with roquiet highway equipment, the Contractor shall be required to perform such service for the public authorities or adjoining owners without charge. If the Contractor fails to do so, he shall reimburse the said authorities or adjoining owners for any additional cost to them for doing such work occasioned by conditions arising from the Contractors operations, occupancy, or trench surfaces, together with any damage to the equipment of said parties by those conditions, or claims of any parties for damage or Injury or lose by reason of failure to remove snow or Ice or to sand icy spots under these conditions. may be H. The Contractor shall be responsible for replacing and installing any stolen traffic signs at no additional cost to the Owner. uct I. The preceding are minimum requirements for the maintenance and protection of traffic during the construction of the project. If the Contractor deems that additional devices are required, they shall be Installed after contacting the Owner. END OF SECTION 02010 SECTION 02210 SITE EARTHWORK PART 1-GENERAL 1.01 SUMMARY A. Section includes. 1, All utility and shework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works, 2. Site filling, 3, Roadway/parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A, Protect bench marks and existing structures. S. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports Indicating that material for backfill meets requirements of this Section. B. Field density test reports of she fill In place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and Installation Instructions. PART 2-PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Patill Square Mesh Sieve No. 4 20.60 No. 100 0-12 No. 200 0.6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 2/3 of the thickness of the layer being placed or 4", whichever Is less, 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated Pieces soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve Fine: 2 100 i g0 - 100 No.4 30-60 No. 100 0-12 No. 200 0-6 Coarse: 4" 95 - 100 - No. 4 25 - 50 No. 100 0-12 No. 200 0-6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for surface course and shoulders shall consist of dean, hard gravel, crushed gravel or crushed stone. It shall be reasonably free from silt, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requirements: Percent by Weight Sieve De3kinallon Passing Square Mesh Sieve, 1 4" 100 1" 90.100 No.4 46-65 No. 100 0-15 No. 200 0-12 2.04 COMPACTED FILLIGRANULAR BORROW A. This material shall be free of shale, day, friable material, debits, and Organic matter, graded in accordance with ANSIIASTM C136 within the following limits: Percent by Weight Sieve Designation Passim Square Mesh Sieve 8" 100 75 - 100 No.4 20-1DO No. 100 0-20 No. 200 0-12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stabilization fabric on a prepared surface within the limits shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM 0-4632) - 200 Ibe. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 1201bs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remalning which pass through work area. 3.02 EROSION CONTROL A. Erosion control must be Installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile In areas designated on site or as directed by the Engineer. B. Maintain the stockpile In a manner which will not obstruct the natural flow of dralnege. 1. Maintain stockpile free from debris and hash. 2. Keep the topsoil damp to prevent dust and drying out, 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded In accordance with plans, B. Excavate subsoil required to accommodate building foundations, stabs on grade, site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining Into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the soils Engineer; except do not, In any case, deposit materials less than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur, S. Any excavated rock, ledge, boulders, and stone, except where required In the construction of other items or otherwise directed, shall be used In the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used In the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, It shall be stockpiled and reserved for future use when its condition is acceptable for use In embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach Bolls of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of same by the Engineer. E, Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed In embankments. F. Embankment areas shall be placed In eight -inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G, All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material In the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment, Water may also be added In excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated into the soll by disc, hamowing, blading, or by other approved methods. Thls manipulation may be omitted for sands and gravel, When the moisture content of the material Is in excess of three percent above optimum moisture content, dry material shall be thoroughly Incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods: or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-696 Subgrade and Gravel for Roads and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are in good condition. Any rills or damage from erosion and animal burrowing should be repaired Immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine If the seep will cause an unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways In the land grading area should be checked to see that they are functioning properly. Problems found during the inspections should be repaired promptly. END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PARTI- GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backfill, and compact as specified herein and as needed for .installation of underground utilities located 5 feet outside the buildings. 1.02 QUALITY ASSURANCE A, Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section, B. Use equipment adequate in size, capacity, and numbers to accomplish the work In a timely manner. C. Comply with requirements of governmental agencies having jurisdiction 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coame Aggregates. B. ANSIlASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort, PART 2-PRODUCTS 101 SOIL MATERIALS A. FIII and backfill materials: 1. Fill material is subject to the approval of the Engineer. Material provided can be removed from excavations on site or Imported from approved off -site borrow areas, Materials must be predominantly granular, non -expansive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6Inches in greatest dimension. 2. Rocks having a dimension greater than 2lnches shall not be placed within 2 feet of the outside of pipe. 3. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to frosty and proper completion of the work. Do not proceed until unsatisfactory conditions are connected. 3.02 PREPARATION A, Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2, When existing underground utilities, which are not scheduled for removal or abandonment, arc encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service is interrupted as a result of work under this section, Immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure Instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written Instructions are received from the Engineer. B. Protection of persons and property: 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dswn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section, C. Dewatering'. The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, Ice, and snow in excavations or In the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause' injury to public or private property, work completed or in progress, or public streets, nor cause any Interference in the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. s E. Maintain access to adjacent areas at all time. bit, 3.04 TRENCHING ��t f A. Provide sheeting and shoring necessary for protection of the work and for r the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. C. The completed trench bottom shall be firm for its full length and width. D. If Indicated on the plans or directed by the Engineer, poor foundation mated encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. E. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances, 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. FIII with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not interfere with normal 45 degree beading splay of foundations. H. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, bud In no case less than the depth shown in the Contract Documents. I. Where trenching occurs in existing lawns, remove turf in sections and keep demo. Replace turf upon completion of the backfilling, SITE ENGINEER: f a CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VT 05482 90t-099-Ta48 F Y: BOP-aeb-?S]f wD' www.aw H.mn D.- PBS cascrao DSM APPeovsa SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT SPECIFICATIONS nerr, Pnewr. rv,.vurr FEB., 2007 ".rt NONE C-6.0 ram. No. 06248 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material Shell be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one inch in diameter. As the pipe is laid, bedding material shall be extended to 6 Inches above the pipe and leveled along the width of the trench, 3.06 BACKFILLING A. Backfilling shall not be done In freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material shall be evenly spread and compacted In lifts not more than 12 inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, N required, to ensure proper bond and compaction. C. Trenches which have been Improperly backfired, enclosed or covered up before R has been approved shall be reopened. Refill and compact as spect8ed, or otherwise correct to the approval of the Engineer, at no additional cost to the Owner. D. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material is too wet to be compacted properly. At such limes the work shall be suspended until the previously placed and new materials have dried out Sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper Compaction. F. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture contem, as determined by Standard Proctor ASTM D698. 1. Around all structures, under roadway paving, shoulder and embankment. - 95%. 2. AII other areas - 90%. G. Frost Protection: Pipes laid with less then the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by Installation of rigid insulation for the width of the trench. Insulation shall be a minimum of 2 Inches thick with one additional Inch of thickness for every foot of depth of piping less than 5 feet. The sheets shall be placed 6 inches above the crown of the sewer after compaction of the 6 inch lift immediately above the crown. Care shall be exercised by the Contractor during backfill and compaction over the insulation. The sheets $hall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewsm and stormdraine to determine whether displacement has occurred. B. Visually inspect pipe installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a minor. C. If the illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defects, Correct the defects to the specified conditions and at no additional cost to the Owner. D. After visual approval of pipe, a 95% mandrel test must be performed END OF SECTION 02225 SECTION 02260 DUST CONTROL PART 1-GENERAL 1.01 DESCRIPTION A. This work shall consist of furnishing and applying calcium chloride or water to reduce dust nuisance and hazard In accordance with these Specifications and as directed by the Engineer. B. Related work: 1. Documents affecting work of this section include, but are not necessarily limited 10, General Conditions, Supplementary Conditions, and Sections of Division 1 of these specifications. PART 2 - MATERIALS 2.01 CALCIUM CHLORIDE A. The materials used Shall meet the requirements of AASHTO M 144 except that pellet form and flake form shall be acceptable. 2.02 WATER A. All water used shall be clear and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter or other substances injurious to the finished product, plant life or the establishment of vegetation. Where the source of water is relatively shallow, the intake shall be maintained at such a depth and so enclosed as to exclude sill, mud, grass and other foreign materials. No (oral tests of water will be made unless the Engineer questions the quality of the water. Water known to be of potable quality may be used without tests. PART 3 - EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A. Calcium chloride (for roadways) or water (for embankments) shall be applied only at the locations, at such times and in the amount as may be directed by the Engineer. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution is attained over the entire area on which It is ordered Dlaced. PART 4 - FAILURE TO COMPLY A. In the event that, in the judgement of the Engineer, the Contractor falls to adequately Control the dust as directed and In accordance with this specification, the sum of $150.00 per calendar day will be deducted from any money due the Contractor as a failure to comply with this specification. In addition, if the Owner is required to perform the dust control operations on the project due to failure of the Contractor to perform adequately, the coats associated with the Owner's operations will also be deducted from money due the Contractor. END OF SECTION 02260 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART 1-GENERAL 1.01 DESCRIPTION A. The work under this section Includes the protection of private property and the restomfion of areas near or on private property. (For further requirements Sale the General Conditions and the Special Conditions of these Spedficaticns.) 1.02 SUBMITTALS A. The Contractor shall, upon award of the Contract, take photographs of the existing Conditions In the project area. These photographs shall be taken as directed by the Owner and/or as follows: 1. Any suitable camere may be used, but the lens must be a "wide angle lens" having a focal length of not more than thirty-five (35) millimeters. 2. The photographs shall be at least three and a half (3.5) Inches wide and Me (5) Inches long, colored, printed with a matted finish and borderiess. Each photograph shall be marked with the following information on the back Location Station Data B. Upon completion of the project, the Contractor shall submit a second set of photographs, taken as before, showing the conditions in the project area, Each photograph shall be marked on the back as specified above. C. Approximately 10 each before and after photographs will be required. 1.03 PROTECTION A. Every effort shall be made to protect private or public property during construction. AII damaged trees, shrubs and other vegetation shall be replaced In kind by the Contractor M no additional cost to the Owner. PARTS -PRODUCTS 2.01 MATERIALS A. All materials not specifically described, but required for work included in this Section shall be new, first quality of their respective kinds, and subject to the approval of the Engineer. PART 3 - EXECUTION 3.01 LAWNS A. In areas where removal of lesions Is necessary to complete the work, the Contractor may elect to cut, remove and stockpile the sod and put It back at the completion of the work, or replace the sod with new sod. Beading shall not be Considered as an approved equal to either of the above alternatives. 3.02 BUSHES A. Bushes which are In the way of the construction and are located on private property shall either be removed, stored and replanted or shall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking areas shall be protected during the Construction. Damaged paved areas outside the contract limits shall be neatly cut out and replaced with bituminous concrete to the complete satisfaction of the Owner. END OF SECTION 02400 SECTION 02439 STONE FILL PART 1-GENERAL 1.01 SUMMARY A. Section Includes'. i. Stone Fill - Types I, II, 111, and IV. 2. Rip -Rap - Heavy Type, Light Type, 3. Geotextile Fabric. B. This work shell consist of furnishing and placing protective materials In conformity with the dimensions, elevations and at the Iocabons indicated In the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2-PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than 113 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. Tyne 1: The longest dimension of the stone shall vary from 1 inch to 12 Inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of four inches. Type 11:.The longest dimension of the stone shall vary from 2 inches to 36 Inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 Inches, Type III: The longest dimension of the stone shall vary from 3 inches to 48 Inches, and at least 50 percent of the volume of the atone in place shall have a least dimension of 16 inches. Type IV: The longest dimension of the stone shall vary from 3lnches to 60 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20Inches. 2.02 RIP -RAP A. Stone for rip -rap shall be approved, rough, unhewn quarry stone, as nearly rectangular in section as precticable. The stone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous variety chrysotile (asbestos) and suitable in every respect for the purpose intended. Heavy Type: The Individual stones shall have a depth equal to the thickness of the course of rip -rap. At least 75 percent of the volume of the rip -rap, Complete in place, shall consist of stones that have a minimum volume of 16 cubic feet. Light Type: The individual stones shall have a depth equal to the thickness of the course of rip -rap. The rip -rap, complete In place, shall consist of stones that have a minimum volume of 1/2 cubic foot. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric shall conform to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The area. to be protected shall be constructed and graded to the lines Indicated on the plans or as directed by the Engineer and, if a fill area, shall be compacted. All slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geotextile fabric or bedding material, stone fill, riprap or Slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed in one course thickness as shown on the plans in a manner that will result in a reasonably well graded surface. Care shall be taken in the placing to avoid displacing of the underlying material. B. The stones shall be so placed and distributed that there will be no accumulations of either the larger or smaller sizes of stone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextile fabric are to be placed as part of an embankment, the protective materials shall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When stone fill and geotextile fabric is to be placed under water, methods shall be used that will minimize segregation and insure that the required thickness of protective material will be obtained. END OF SECTION 02439 SECTION 02513 BITUMINOUS CONCRETE PAVING PART t - GENERAL 1.01 SUMMARY A. Section Indude,: 1. Ba. Co... 2. Leveling Co.,., 3. Finish Cowie B. General This work shall consist of one or more courses of bituminms mtalure, on.t,..W on a prepared Imndebm in aomrd.nm with the. SpedSretimre and the type of surface being placed, and in conformity with the Jim,, grade,, a ickno .s and typical scas sections shown an the plan, or established by the Ena nce, 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly traced and experienced In the necessary crafts and who are compldety familiar wish the swcifled requirements and grit memode needed for proper performance of the work of She Sectlar. B. All materials and Ingall.ibn shall be In acrorden. wilt, The capheB Institute Manual (MS4) end the VAOT Standard Specaficotion,, 1 gels C. Mlxing Plan: Contarm to Stale of Vermont Slendards. D. Obtain material. font .me a..- throughout. 1.03 PROJECT CONDITIONS A. Bituminous mncrom shall not be placed behvaen November 1 and May 1. Material Shell not be pl.ced when the grander subbase 1, wet or when the air lempenlu m a( the paving site In the shed, and away from anficial heat is e, follows: A), TempenlurS Pevemenl Degrees Fahrenheit Comoaded Depth 40 Degrees er below Greater then 1 1" 50 Degrees ar below Lass Imen 1 }" PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the onileria as definned In the VAOT Standard Spadficalion., Division 700 for Type II (have course) and Type IV (Nrinih mane) bituminot, mnaele. B. Grad.bon: Memriels shell be combined end graded to meet compoalbon emits Specified in VAOT Standard Speclficii Section 406.03, for the b... course and finish course C. Thickness of paving for drive, and Parking lots shell be . shown on the Mans, commit g of be. mum. aid finish tour... 0. For pavement rommoln.,clion ..as due to henching, the depth of each our im ,ball be Increased by 112". Pavement nconslrucro tatted by french reopening due to hnproper place ant or non -approved Placement than be padormed at no additional cost to the Owner. 2.02 TRAFFIC MARKINGS A. Tiolic marking psint to be f.ctmy- bSd, meeting the requirements of the VAOT Standard Spedficalions, Section 708.08, PART 3. EXECUTION 3.01 INSTALLATION A. Install in amc dance with VAOT Standard Specifications, Section 4M 3.02 EXAMINATION A. Verily base mndelons under the provisions of Section 02210. Site Earthwor, B. Verify that compacted granular base le dry.ntl ready to svppM paving and Impoead cads. C. Verify gradients and elevalmn, of base are mods 3.03 PREPARATION A. Matching Surfaces: when a new pavement le to match an exlafirg bguminme pevement for. .."ay or bench, the Conb.cfor.h.11 v 01celly emodh cd the existing pevement. over the exia0ng gravel base. The smooth col shall be thoroughly claimed and coated with Emulehied Asphalt. RS-i, just prior to pavng, 3.04 PREPARATION - TACK COAT A. whom the bottom cause of bituminous -nor.. pavement I. lee over the winter, a paving I- to be made over an existing beumbous rgnchim Pavement, the exleting surfane shall be trimmed end Emutsleed Asphalt .ppit" bebre she neat course It aml,,d. 9. Also apply to mnlect..,face, d curb.. C. Coat surfaces or msnhota and catch resin from, with oil to oce,m a bond with a*phall pevement Do not tech mat Mo. if-., 3.05 PLACING ASPHALT PAVEMENT A. Place to compaded thickness Identified on fM plans. G Comp.d Pavamenl by folks. Do not dl.pl.. or..lmtle pevement from Position. Hand compact In are., inaccee.axis to roans eau_,it. C. Develop rolling with consecullve pastas to achieve even and smooth finish, without rolor mark.. 3.06 JOINTS A. Joint. between old and new pavements ar between intoasshm day'. work shoo be mad. so as to insure a thorough and continuous bond between the old and new ngsluree. Vulranever the spras ling process Is Interrupted long enough for the mixture to atialn its Indel slabflily, the paver shall be removed from the mat and a joint constructed. S. Bud joints shall be formed by culbng the paveosnl in a vanical plane el right angles to the mmerlhie whim the pavement has it Inuit surface as detemaned by the use of, ai mlghl-edge. The bust joke shall be thom ighly coaled with Emulsised Asphalt, Type RS-1, just prior to depositing the paving rooduress, C. Longitudinal prints, that have become mid shall be cooled with Emuleded Asphalt, Type RS-1, before the a g.ovea mat a placed. If they hat. been exposed to tre8k, they shall be col back to a clean vertical edge prior to painting with the emulators. D. Uma n, otherwise directed, longitudinal jolnd .hag be onset at faster 6" from any loam In the lower muses d pevem.l. Transverse lords shell not be constmded nearer than one loot from the lren howim joint, conslouded In lower com m, 3.07 TOLERANCES A. The .rfmce will be ta.led by the Engineer tong. is fiwNtregMadg..1 selmded lucaliona parallel with the centerline. Arty transitions exceeding 316 of an Inch helween any two mnlada shall be aillshoor ally eliminated. A 10 foal .height-odge may be need on a vertical curve. The shaigW,dges shall be Provided by the Contractor. B. Schseuled Compacted Tthicknesr Within 1/4In&. C. Variation Iran True Elevation within 112 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no vNdmlar beMc on eudaces until Ihomughiy mol and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractors expense. H the Contractor fails to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all Coats incurred in making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the areas to receive striping and locate all striping as Indicated on the Contract Plans, All striping shall be 4" wide unless otherwise noted, B. Miscellaneous - Provide handicapped symbols and all other miscellaneous signs and symbols as Indicated on the Contract Plans. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART 1-GENERAL 1.01 SUMMARY A. This work shall consist of furnishing and placing geotextiles in underdrains, under embankments, for embankment reinforcement, under riprap and stone fill, behind retaining structures, over roadbed subgrades, and/or beneath pavement overlays, as Indicated on the plans or as directed by the Engineer. B. The rolls of geotextile shall be protected against damage and deterioration until incorporated Into the project. The geotextile shall be dry at the time of Installation. The geotextile shall be rejected if, at the time.of installation It has defects, deterioration, or damage, as determined by the Engineer. C. Prior to use, the geotextile shall be stored in a clean, dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturer's protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements of ASTM D 4873. PART2-PRODUCTS 2.01 MATERIALS A. The geotextile shall be composed of a polymeric yam or fiber oriented into a stable network which retains Its relative structure during handling, placement, and design service life. Geotextiles may be rejected by the Engineer if dimensional stability or resistance of the geotextile to ambient temperatures, acid and alkaline conditions, and micro-organisms/Insects do not appear to be satisfactory for the Intended purpose, The geolextile shall meet or exceed the properties specified herein and in the special provisions. The geotextile shall be free of any chemical treatment or coating which might significantly reduce permeability, The selvage of geotextlles shall be finished such that the outer fibers are prevented from pulling away from the fabric. The geolextile shall be free of defects or tears. The material shall be protected from damage and deterioration until Incorporated into the project. 2.02 DEFINITIONS A. Geotextile - A fabric manufactured specifically for use in civil engineering applications. Fibers used In the manufacture of geotextiles shall consist of long chain synthetic polymers. At least 85 percent by weight of the long chain polymers shall be polyephins, polyesters, or polyamides, polypropylenes, polyethylene, or polyvinylidene chlorides. B. Drainage Geotextile - Geotextile for Installation in underdrains or other drainage locations, as directed. C. Stone Fill or Rlprap Geotextile - Geotextile for installation behind and beneath atone fill or riprap and other erosion control applications, rock placed for slope stabilization and rock shear keys. D. Subgrads Geotextile - Geotextile for installation on roadway subgrades and under Railroad ballast and in other material separation applications. E. Machine Directlonise - The long (or warp) direction of the geotextile. The cross -machine (or fill) direction is perpendicular to the machine direction. R Minimum Averaoe Roll Values - The minimum average roll value of any specific geotextile property is the minimum average of the test results from any foll within a lot G. Nonwoven Geotextile -A textile produced by bonding or Interlocking of fibers, or both, accomplished by mechanical, heat or chemical means. H. Seam Allowance -The minimum distance from the edge of a geolextile to the stitch line nearest to that edge. I. Seam Type -A designation relating to the essential characteristics of geotextile positioning and rows of stitching In a specified sewn seem, as shown on the plans. J. Stitch Type -A designation relating to the essential characteristics of the Interlacing of sewing threads) In a specified seam, as shown on the plans. K. Woven Geotextile, - A textile comprising two or more sets of filaments or yarns Interlaced in such a way that they result in a uniform pattern. 2.03 FACTORY SEAMS A. Where factory seams are made, the sheets of geotextile shall be sewn together using a lock -type stitch, The seams shall be sewn with a polymeric thread, Le., at least 85 percent by weight polyolephins, polyesters, or polyamides, and shall be as resistant to deterioration as the geotextile being Sewn. Nylon threads will not be allowed. The strength of the seam shall be determined by the Wide Strip Tensile method and shall be at least equal to the larger of the minimum required tensile strengths for the intended application. 2.04 FIELD SEAMS A. Where field seams will be made, the Contractor shall provide the Engineer with a field -stitched seam test sample In accordance with ASTM D 1683. The Engineers approval will be required prior to the Contractor's production field stitching/seaming. 2.05 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A. Sampling -All geotextiles shall be sampled In accordance with ASTM D 4354, The production unit used for sampling shall be a roll. B. Testing - Tests shall be performed to determine geote life properties specified herein for the Intended application(s). All geolextile properly requirements are average minimum roll values, The tensile strengths shall be determined In both machine and cross -machine directions. C. Acceptance Requirements - If the average minimum roll value for any lot Is lees than the average minimum roll value specified for the application, or If any lest result Is less than the average mean roll value for the lot minus two standard deviations, then the lot shall be rejected. All rolls shall be clearly labeled as being part of a lot which has been certified as meeting all applicable requirements herein. D. Average minimum roll values of each of the geotexhles used Shall meet the requirements specified in the attached Table 2.5 Minimum Average Roll Values for Geotexbles. Z06 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for swales, and SC160 for slope stabilization, or approved equal. L : A A ery ARL 6 Coil Of SO SITE ENGINEER: C 4 CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VT 05482 apReee-ga23 FAe BpgA.i-2211 web: www.oMMpdn a. - PBS CaaCKFD DSM Aneaoys. SAV OWNER: MUNSON EARTHMOVING CORP. Ar'i'Ll( ANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT SPECIFICATIONS DATF satin,, nuwnr.i. FEB., 2007 SCALE NONE C_6.1 Prof. N.. 06248 PART 3 - EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The surface receiving the geotextile shall be prepared to a smooth condition free of obstruction, depressions and debris, to the neat lima and grades as shown on the contract plans, unless Otherwise directed by the Engineer Where angular aggregate or sharp objects will be in contact with the geotextile, mcreased geotextile strength properties will be required, as stated in Part 2. The geotextile shall not be dragged on the ground or mishandled in any way. The geotextile shall be placed loosely and without wrinkles so that placement of the overlying material will not tear the geotextile. The geotextile shall be lapped or sewn as specified, at the ends and sides of adjoining sheets. In addition to the above general requirements the following specific requirements shall be followed for the specified application: B. Geotextile Placement on Slopes - The geotextile sheets shall be placed with the machine direction oriented perpendicular to the slope. When the geotextile is placed on slopes Steeper than 6HA V, the upper sheets shall lap over the top of the lower sheets. The laps shall be securely anchored to the ground surface with pins or stakes as necessary to prevent slippage and tearing of the geotextile. Pins shall be steel or fiberglass forted as, a'lull, "L", or "T" shape or contain "ears" to prevent total penetration. Steel washers shall be provided on all but the "U" shaped pins. The upstream or up -Slope geotextile shall overlap the abutting down -slope geotextile. At vertical laps, securing pins shall be Inserted through both layers along a line through approximately the midpoint of the overlap. At horizontal laps and across slope laps, securing pine shall be inserted through the bottom layer only. Securing pins shall be placed along a line approximately two Inches in from edge of the placed geotextile at Intervals not to exceed 12 feet unless otherwise specified, Additional pins shall be installed as necessary and where appropriate, to prevent any undue slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwise specified. C. Geotextile Placement for Streambank Protection - Where geotextlles are placed under water, or in an area where water will flow, the geotextile shall be placed with Its machine direction parallel to the direction of water flow. Successive geotextile sheets shall be overlapped In such a manner that the upstream sheet is placed over the top of the downstream sheet. The geotextile shall be adequately secured to prevent slippage, As the geotextile is placed under water. the backfill material shall be placed on it to the required thickness, The geotextile placement shall not progress more than 50 feet ahead of the backfill placement. D, Underlrains - When a geotextile Is Specified to line an underdrain trench, the geotextile shall be placed to conform loosely to the shape of the trench. E. Geotextiles Under Stone FIII 1, Geotextiles under riprap or stone fill shall be constructed in accordance with the details shown on the plans and the following requirements. The Contractor shall demonstrate to the satisfaction of the Engineer that the combination of the rock fill drop height and the thickness of any sand cushion, when Specified or required, am adequate so as not to puncture or damage the geotextile when placing the rlprap or stone fill. Where a sand cushion is used, it shall be a minimum of six Inches thick unless otherwise specified or required by the Engineer. In addition, the following limits apply: Table 3.4 Maximum Drop Height (Feet) onto onto a sand Type of Stone FIII Geolextle Cushion Blanket Cl3 3 Classass I II, III, IV, & Rip Rap 0 1 2. After placement of the rlprap or stone fill, all voids In the stone face that allow the geotextile to be visible shall be satisfactorily backfilled so that the geotextile is completely covered. F. Roadbed Subgrade and Railroad Ballast Separation - The Subgrade shall be prepared in accordance with Section 203 of the Standard Specifications. Construction vehicles shall be limited In size and weight such that rutting of the Initial lift placed above the geotextile is no greater than three Inches deep. Ruts shall not be graded off but shall be filled with material specified by the Engineer such that a minimum of an eight Inch cover Is kept over the geotextile. Turing of vehicles on the first lift of cover material will not be pennilted. The Contractor will not be permitted to use vibratory rollers on the first lift If pumping or distortion of the subgrade occurs, as determined by the Engineer. G. Sig Fence 1. The geotextile shall be attached on the up -slope aide of posts in accordance with the manufacturer's recommendation or as directed by the Engineer. The geotextle at the bottom of the fence shall be buried in a trench a minimum of six inches below the ground surface. The trench shall be backfilled and compacted as directed by the Engineer. 2. Either wood or steel posts shall be used. The posts shall have a minimum length of five feet and shall be embedded at minimum of 18 inches below the ground surface. The spactng of the posts shall be determined by the silt fence manufacturer or by the Engineer. 3. Wood posts shall have a minimum dimension of 2.5 inch by 2.51nch and 'hall be free of defects such as knots, splits or gouges. Steel posts shall consists of elther No, 6 size reinforcing steel or larger, or shall consist of ASTM A 120 steel pipe with a minimum diameter of 314 inch. 4. Sediment deposits which accumulate behind the fence shall be removed when the deposit reaches 112 of the height of the silt fence above the ground surface. 5. The Contractor shall repair or replace damaged sift fence as ordered by the Engineer. The sift fence shall be completely removed prior to acceptance of the project unless otherwise directed by the Engineer. H. Turbidity Curtain 1. When used to contain sediments or pollutants from a work area which is adjacent to or under water, the fabric shall he installed to completely enclose the portion of the work area which will be under water. The Contractor shall design and construct the curtain to deflect and withstand any existing current or wave action, to be anchored continuously along the bottom, to be effective at any anticipated water level, and to prevent the escape of all sediments or pollutants into the main stream or body of water. 2. The Contractor shall repair or repface damaged or otherwise Ineffective filter curtains as ordered by the Engineer. The Contractor shall remove material accumulated behind the filter curtain as directed by Engineer. 3. The Contractor shall remove the fitter curtain and all supporting and anchoring material prior to acceptance of the project unless otherwise ordered by the Engineer. 4. The design, construction and maintenance plan for the filter curtain installation shall be acceptable to the Engineer before Installation of the curtain begins. 1. Protection of Geotextile - Traffic or construction equipment will not be permitted to travel directly on the geotextile. The geotextile shall be protected at all times during construction from contamination by surface runoff and construction activities. The geotextile shall be covered with the specified cover material as soon as possible; uncovered conditions shall not exceed 7 days: Specified cover material shall be placed on the geotextile in such a manner that the geotextile is not tom, punctured, or shifted. The minimum cover layer shall be eight inches thick or twice the maximum aggregate size, whichever is thicker, before construction equipment is allowed over the area of the geotextile. End -dumping of aggregates from trucks directly on the geotextile will not be permitted. J. Repair of Geotextile - All geotextile that is tom, punctured, or contaminated during construction shall be repaired or replaced by the Contractor. The repair shall consist of a patch of the type of geotextile placed over the affected areas. The patch shall overlap the existing geotextile a minimum of three feat from the edge of any part of the rupture. Where geotextile seams are required to be sewn, any damaged sheets shall be repaired by sewing, unless otherwise indicated on the plans, In the contract, or as directed by the Engineer. K. Overlaps - Minimum overlap requirements are listed In the following table: Minimum Overlap Requirements Underdrain 11 Geotexhles Under Class 1 & II Stone Fill 2' Geotextlles Under Riprep & Classes III & IV Stone F01 Stone Fill 3' Roadbed Subgrade Stabilization 3' Roadbed Subgrade Separation 2' Geotextile Under Railroad Ballast 3' In the event that the specified overlap is not sufficient, as determined by the Engineer, the overlap shall be Increased to provide adequate coverage or the geotextile shall be sewn together in the field. If field sewn, the requirements of Section 3.12, Field Seams, shall apply. L. Field Seams 1. Field seams shall be sewn with polymeric thread, consisting of polypropylene, polyester, or Kevlar and shall be as resistant to deterioration as the geotextile being sewn. The thread shall be of a contrasting color with the geotextile being Sewn, and shall be made such that the stitches are exposed for Inspection when the geotextile is placed. Thread shall be as resistant to ultraviolet light as the geotextile being sewn. 2. Stitching Equipment - The stitching equipment shall be such that it will provide an acceptable lock -type stitch, as recommended by the geotextile manufacturer and approved by the Engineer, 3. Stitch Requirements - Two rows of lock -type stitching shall be used to make the seam, The two rows of stitching shall be 112 inch apart with a tolerance of +1-114 Inch and shall not cross, except for restitching. 4. Minimum Seam Allowance -The following table Indicates the minimum required seam allowance, I.e. the minimum distance from the geotextile edge to the stitch line nearest to that edge. Seam Type (See Plans) Minimum Seem Allowance (in.) Flat, or Prayer, Seam Type SSA-1 112 "J" Seem, Type Ssa-1 1 Buttery -folded Seam, Type SSd-1 5. Seam Type - The Contractor shall obtain the geotextile manufacturers recommendation for the type of seam and stitch to be used. If the Contractor does not provide the foregoing technical information, then the Contractor shall use a 7' seam with two passes of a lock -type stitch which places at least three stitches per inch of sewn seam. This seam will be tested as required by these specification. The prayer seam (flat) can be used for repair of damaged In -place geotextile. PART 4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted quantities of geotextile fabric will be measured by the square yard as determined by the actual surface measurements of the lengths and widths of the installed areas. PARTS -PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of geotextile fabric will each be paid for at the contract unit price per square yard complete in place. MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTILES Roadbed Railroad Under Underdraln Geotextlle Test Subgrade Ballast Stone Trench Slit Turbidity Property Method Separator Separator FIII` Llnina' Fence Curtains 1. Grab Tensile ASTM Strength(Ibs) D-4632 300 ISO 240 90` 90 200 2. Grab Tensile ASTM 20 min Elongation (%) D4632 20 20 15 50 max C 45 Ibs 3. Burst ASTM Strength (psi) D-3786 600 400 430 130' 4. Puncture ASTM (Ibs) D-3787 120 100 80 80 120 S. Trapezoidal ASTM Tear Strength D4533 120 too 50 50 50 (lb.) 6. Apparent ASTM Opening Size D4751 >50 70 >50 >50 20 70 (Sieve Size) 7. Permitivity ASTM (0.1 cm/s) (0.01 (0.01 (sect) D4491 0.30 cm/s) cm/s) 0.01 8. UV Resistance ASTM (%Strength DA355 70 70 Retained) 9. Other woven nonwoven woven woven only nonwoven only, slit only 12" min. slit film not fit. not overlap permitted permitted Where angularaggregate larger than 4" size or sharp objects will be In contact with the geotextle, or if the trench Is deeper than 10 feet, then the minimum Grab Tensile Strength and Burst Strength shall be Increased to ISO lbs, and 290 psi, respectively. " For fabrics to be placed underwater, the specific gravity of the geotextile shall be >1.00. END OF SECTION 02593 SECTION 02700 WATER SUPPLY SYSTEM PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5. All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specked, indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART2-PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings, Increasers, crosses, transitions and and caps of the same type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA C1I IIA21.11. B. Pipe shall be cement mortar lined on the Inside In accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 Inch. A plus tolerance of 1/8 inch will be permitted. C. Pipe shall be given an Interior bituminous coating in accordance with ANSI Specification A21.4 and an exterior bituminous coating of coal, tar or asphalt base in accordance whh ANSI Specification A21.51. 2.03 FITTINGS A. Ductile iron fittings shall conform to AWWA C153 and ANSI Specification A21.10, 350 PSI working pressure, B. All M.J. fittings shall have mega -lug glands for additional joint restraint. C. Boils shall conform to ANSI Specification A21.1 O/AWWA C 111. 2.04 TAPPING SLEEVES NOT APPLICABLE A. Tapping sleeves shall be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleeves shall be full -wrap and full gasket stainless steel, shall have a working pressure of at least 200 psi, and shall have mechanical joint ends with end and side gasket seals. B. All iron body tapping sleeves shall be provided with a 3/4" NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. All boas and nuts for mechanical joints of tapping sleeves shall be of high -strength cast iron or high -strength, low -alloy steel conforming to ANSI/AWWA C 111/A21.11-90 D. All bolls and nuts for flanged joints of tapping sleeves shall be of AISC Type 304 stainless steel E. All bolts and nuts shall be sound, clean, and coated with a rust -resistant lubricant; their surfaces shall be free of objectionable protrusions that would interfere with their fit in the made-up mechanical or flanged joint. F. All bolts and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coaled heavily with bitumastic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.05 TAPPING VALVES NOT APPLICABLE A. Tapping valves shall conform to ANSI/AWWA C509-87 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shall be Class 125 conforming to ANSI Specification 816.1 or ANSUAW WA C11 OZA21.10, and outlet connection shall be Standardized Mechanical Joint unless apeclfied otherwise on the Contract Plans for the type of pipe required for the branch or lateral pipeline. B. Buried tapping valves shall be provided with a 2 Inch square wrench nut and shall be installed with a cast iron valve box as required to allow positive access to the valve operating nut at all times, In installations where the depth from grade to top of valve operating nut is greater than 6'0", a valve atom riser shall be provided and Installed such that the depth from valve stem riser nut to grade Is from 4'0" to 6'0" (minimum length of valve stem riser is 2'0"). Valve stem riser shall be of high strength steel and of welded construction. 2.06 GATE VALVES A. Valves shall be manufactured to meet all requirements of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counterclockwise, and be provided with a 2 Inch square operating nut with arrow cast In metal to indicate direction of opening. Each valve shall have maker's name, pressure rating and year in which manufactured met on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dressor, Kennedy or those approved by the City of South Burlington, B. Buried valves shall be installed with a valve box. 2.07 VALVE BOX A. Cast iron New England style slide -type, 5 114 inch shaft, 6 foot trench depth. B. Cover shall be cast iron, marked "WATER" and Indicating direction of opening. 2.08 HYDRANTS A. Mueller or Kennedy M/JI Shoo N 5 1/4 A, 24015 I.M.P. with 6 foot minimum bury and National Standard thread. The hydrants shall have at least 12 Inches between the bottom of the steamer cap and the ground. The Contractor shall verify the hydrant requirements with the local water department. 2.09 COPPER SERVICES NOT APPLICABLE A. Corporations shall be Waterworks Brass and manufactured in accordance with AWWA C800. Corporations Shall have Mueller threads, adopted as AWWA Figure 1, at the inlet and a compression -type fitting at the outlet. Both Inlet and outlet shall be of the same size. Corporations shall be directly tapped into ductile iron pipe. In no other Instance, except when a tapping sleeve and valve Is used, shall a top be made without a Corporation. Corporations shall be Mueller or equal, B. Curb stops shall be Inverted key type manufactured by Waterworks Brass In accordance with AWWA C800. The curb stop shall open left and have a positive stop. No curb stop shall have the ability to drain the service line. Both inlet and outlet of the curb atop shall have compression -type fting. The tee head of the curb stop shall have provisions for the connection of a service rod. Curb stops shall be Mueller 15200 or approved equal. C. Copper tubing shall by Type "K", soft temper, conforming to ASTM BOB The name of trademark of the manufacturer and type shall be stamped at regular intervals along the pipe. D. Curb boxes shall be of the sliding adjustable type capable of adjusting from 5 feet to 6 feet, The base of the box shall be arch type so as to prevent the box from reeling directly on the curb stop. The adjustable upper section shall be suitable for use with the associated curb stop. PART 3-EXECUTION 3.01 INSTALLATION PROCEDURES she A. Installation of all water lines shall be in accordance with AWWA C 600 latest revision. S. All pipe and fillings, shall be Inspected and tested In accordance with the manufacturer's specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests have been performed with satisfactory results. Pipe shall not be installed without the Engineers approval. C. Pipe, fittings, and accessories shall be carefully handled to avoid damage. Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessory found to be defective at any time, Including after installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur in the pipe, the Contractor may, at his own expense and with the approval of the Engineer, cut off the cracked portions at a point at least 12" from the visible limits of the crack and use the sound portion of the pipe. E. All pipe and fittings shall be cleared of all foreign matter and debris prior to Installation and shall be kept clean until the time of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer, Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. G. At all times, when the pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water Is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. The pipe shall be installed in trenches and at the line and grade shown on the Contract Plans. Any deflection joints shall be within the limits specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be supported so that no strain will be imposed on the equipment. If the equipment manufacturers specifications include that piping loads are not to be transferred, the Contractor shall submit certification of compliance. I. For pressure piping, concrete thrust blocks shall be installed at all unrestrained fittings and other locations as indicated on the Contract Plans. Minimum bearing area shall be as shown on the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shall not cover joints, bolts or nuts, or interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks. J. Reserved. K. A minimum separation of 18" vertical and 10' horizontal shall be maintained between the outside of all water and sewer lines unless a variance is granted by the Water Supply Division. L. There shall be no physical connection between the distribution system and any pipes, pumps, hydrants, or tanks which are supplied or may be supplied with a water that is. or may be wntaminated. M. The Contractor shall take all necessary precautions to prevent flotation of the pipe In the trench. N. All trenching safety standards shall be In conformance with all applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by State or Federal Inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fittings, plugs, and caps shall be set and joined to pipe In the manner specified above for laying and joining pipe. she B. Valve boxes are to be Installed on all buried valves. The boxes shall be cast Iron with a minimum 5 1/4" diameter and long enough to extend from the valve to finished grade, The boxes shall enclose the operating nut and stuffing box of the valve.. Valve boxes shall not transfer loads onto the valve. C. Covers shall be close fitting and dirt tight with the top of the cover flush with the top of the box Elm, Covers shall be marked 'WATER" with an arrow Indicating the direction of opening. 3.03 SETTING OF HYDRANTS A, Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or Injury to pedestrians. B. When placed behind the curb, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap will be less than 6 Inches nor more than 12 Inches from the gutter face of the curb. C. When set In the lawn Space between the curb and the sidewalk, or between the sidewalk and the property line, no portion of the hydrant or nozzle cap shall be within 6Inches of the sidewalked. D. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degrees apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade, with nozzles at least 12 Inches above the ground, as shown or as directed by the Engineer. E. Each hydrant shall be connected to the main with a 6 inch cast iron branch controlled by an Independent six Inch gate valve, unless Otherwise Specified. F. The waste opening of all hydrants will be securely plugged 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costs for all water, materials, equipment and labor to perform the required testing shall be at the Contractors expense. AWWA Standard C-851 (latest revision) shall be used as a basis for the disinfection process. All disinfection/ testing shall be completed by an Independent third party unless otherwise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture sat for at least 24 hours. 3. After the 24 hour duration, the water In the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine, If less than 10 mWL are found then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual Is indicated by test. 4, Upon successful completion of the steps above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. After this final flushing and before the pipeline is placed in service, bacteriological samples shall be collected on two consecutive days, and submitted to the Vermont Health Department for analysis.n If the Initial disinfection fails to produce samples which pass the Vermont State Health Department requirements for potable drinking water, then the process shall be repeated until satisfactory results are obtained, Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. 3.05 PRESSURE AND LEAKAGE TESTS A, The Contractor shall furnish all gauges, testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests In sections of an approved length, Each valved section or a maximum length of 1.000 feet of pipe shall be tested. The Contractor shall provide at his own expense any additional taps to the water line necessary to perform the pressure and leakage test between valves. All disinfectiontleating shall be completed by an independent third party unless otherwise approved by the Engineer or local municipality. B. All water required for testing shall be potable. All testing shall be conducted in the presence of the Engineer. SITE ENGINEER: io- CIVIL ENGINEERING ASSOCIATES. ING P.O. BOX 485 SHELBURNE, Vr 05482 mz-sass323 FM soa0654271 cow: wvw.D»-vcmm OPYNOm - AW MONTls eaeBRV.0 DRA'N PBS ca.MD DSM APPROVED SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT rA MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT B vl"/in9t al a.wllr- SPECIFICATIONS DATE NUMBER FEB., 2007 9CAIx NONE Cj -6 a 2 1Ror, No. 06248 a C. The Contractor shall make the necessary provisions to tap the pipe at 3.03 PREPARATION local municipality's standards. Inverts shall have the D. Air Testing: Low pressure air tasting shall be conducted in SITE ENGINEER: the high point to release all air and shall plug same after completing the test. A. Hand trim excavation (whore necessary) to required elevations. Correct exact shape of the sewer to which they are connected, and accordance with the following procedures: Hydrants or bowoRs located at high points may be used for air release in lieu over -excavations with fill material. any change in size of direction shall be gradual and even. 1. Each and ohthe test section shall be plugged, capped b. All pipes and other openings into the manhole shall C of taps a approved by the Engineer, and braced. Necessary safety precautions shall be taken be placably plugged in a manner to prevent - B. The slopes shall be graded to match the grade as shown on the plans. C. All manholes are to be provided with copolymer polypropylene to event blowouts and W possible injury. displacement. _ D. For the pressure test, the Contractor shall develop and maintain for two Where required, end sections shall be placed and backfilled to prevent plastic steps with steel reinforcement 12 inches on center, 2. An air hose shell be connected to °tapped plug used for c. A plate with an inflatable rubber ring the size of hours 150% of the working pressure or 200 pal, whichever Is greater. Failure undermining. an air inlet. The hone will be connected to the air the top of the manhole shall be Installed by to hold within 5 psi of the designated pressure for the two-hour period D. All manholes shall be provided with rough, gray, cast iron control equipment, which shall include valves and Inflating the ring with air to pressure adequate to constitutes a failure d the section tented. C. Remove Inge stones other hard matter which could damage drainage manhole frames and covers. All iron castings shall pressure gauges. These shall allow air °else the prevent leakage of air between the rubber ring and CIVIL ENGINEERING ASSOCIATES. INC, is structures or impede consistent badr011ing or compaction. thoroughly dames and then coated with hot tar before being or sewer sewer test line, monitor air pressure In the sewer, shut a the manhole wall. P.O. BOX485 SHEOURJE, Vr 05482 E. No pipe Installation shall be accepted s the leakage Is greater than that delivered. Frames and covers shall be LeBaron LC 268, or an off air, and provide pressure reduction antl relief. The d. Air then be the son-aesasaa FAC eoz-ass-azn a.m www.ar-vAcan determined by the following formula: 3.04 INSTALLATION OF PIPE approved equal, and have a minimum weight of 400 pounds. monitoring pressure gauge shall have a range of 0.10 psi shall pumped out of manhole through an opening in the plate unfit a vacuum Is created 0-..sons - Aa cams saaeRvzn L= ND(p)n0.5 or L= SOCPL-0.5 A. Pipe shall be Installed In accordance with Section 02225 - Utility E. Precast risers and bases for manholes shall conform to ASTM with divisions of 0.10 psi and accuracy of 0.05 psis. 3. The air compressor and air supply shall be connected to Inside of the manhole equal to 10 Inches of mercury 7400 133200 Trenching and Backfillin9. Specification C-478. The pipe opening in the precast the test line and the test section filled slow) until Y� on an approved vacuum gauge. The removal of air shall then be stopped and the test begun. DRAWN PBS Whichever Is lees manhole system shell have gasket or a constant pressure o(4.0 palg Is maintained. e. The manhole shall pass this lest if the vacuum holds 3.06 INSTALLATION OF DRAINAGE STRUCTURES an equivalent system for pipe installation as approved by a installation a approved 4. A pressure above 3.0 psig shall be maintained for at al 10" Hg or drops no lower than 9" Hg within the _D the Engineer. Joints between manhole risers shall be 1" least five minutes to allow the temperature to following times: pr, DSM S Length Pipe Testing A. Precast concrete structures: minimum width 11.4ble gasket or approved equals. stabilize. A check fur' leak° shell be made and If any Tims L Allowable le 1. Place precast concrete structures and covers as shown on the Contract 2.06 CLEANOUTS are found, the pressure shell lea released and the fitting replaced or repaired. Depth of 4' Manhole Minutes Seconds 0' - 10' 2 0 aeeaovs D Diameter: f Pipe D Nominal Diameter of Pipe (") (" Plans. 5. After the stabilization period, the pressure shall be 10' - 15' 2 30 SfU/ P Average Test Pressure g (psi) 2. Whom manholes occur In pavement, set tops of frames and covers flush p A. Cleanouts for gravity sewers and force mains shall be adjusted to 3.5 r and the air supply disconnected. g y 15' - 25' 3 0 OWNER: N Number of Joints In the Pipeline Tested � with finish surface. provided at locations Indicated on the plans or as directed 6. Measure and record the time Interval for the test line 20' - 25' 3 30 3. Provide rubber Jdnl gasket complying with ASTM C443. by the Engineer. Cleanout Names and cover° shall be of pressure to drop hour 3.5 psig l0 2.5 psig. All testing shall be conducted In accordance with AW WA C600 (latest tough gray cast Iron. Castings shall be true to pattern and 7. If the groundwater table is above the pipe, increase L If the vacuum drop exceads 1" Hg during the MUNSON revision). 3.06 INSTALLATION OF STONE FILL free from flews. The bearing surface of cteanout frames and above test pressures 0.5 psig for each toot the specified time periods, the manhole shall be F. Should any section of pipe tall either the pressure or leakage test, the covers against each other shall be machined to give continuous contact throughout their circumference groundwater Is above the Invert of the pipe. resealed and Steps 2 through 5 above repeated until EARTHMOVING CORP. Contractor shall do everything necessary to locate and repair or replace the A Place stone fill as shown on Contract Plana, 8. The requirements of this specification shall be the vacuum holds for the specNfied time. defective pipe, things orjoinls at no cost to the Owner. END OF SECTION PART 3 - EXECUTION considered satisfied if the time required in seconds for the pressure to decrease from 3.5 to 2.5 psi greater APPLICANT: than the average back pressure of any groundwater that g. After the manhole passes the vacuum test, It shall 3.06 COPPER SERVICE CONNECTION NOT APPLICABLE 3.01 GENERAL may submerge the pipe is not less than that computed P SECTION 02730 - SANITARY SEWER SYSTEMS according g to the following table: 9 carefully so that no leaks are be backatad. CEA A- General R uirementa: The Contractor shall install co copper eq r services as A. Care shall be exercised b the Contractor to avoid y or If t created. If the manhole Is disturbed In any wit Y Y Indicated fhe Contract Plana as directed by the Engineer. Each disrupting the operation of sanitary sewer Minimum Teat Time for Various Pipe Sizes during backfill, a shall again be vacuum tested p / shall consist of is corporation, curb curb stop; copper tubing, and a curb box with with PART 1 -GENERAL natexisting facilities without prior written approval of the Engineer. according to Steps 1 through 5 above. If the L/, PROPERTIES, ES s� v y r ha service rod. Corporation shall be attached to the ductile Iron pipe by means a Diameter (Inches) Time (Sec./100 Ft ) manhole fails the vacuum test, the Contractor shall of a direct tap. 1.01 SUMMARY B. When existing underground utilities not scheduled for teal the manhole using the manhole exfiltretlon PROJECT: removal or abandonment are encountered in the excavation, 4 18 teal. B. The copper service shall be extended beyond the curb atop, If required, A. Section Includes: they shall be adequately supported and protected from 6 45 h. The Contractor shall provide the Englnear with a as shown on the plans. 1. y Gravit Sewer pipe damage. Any damage to utilities shall be repaired promptly 8 75 written log of each manhole leakage test result. 2. Manhole Structures and Appurtenances at no additional coat to the Owner, 10 90 I. Manholes shall be tested and accepted prior to CEA C C. Building Service Construction Methods: The Contractor shall make all 3. Pressure Sewer Pipe 12 110 building manhole Inverts. necessary tape into the water main and will install for each building an C. Installation of pipe shall be In accordance with Section OFFICE approved brass corporation stop. The Contractor shall also connect the B. Related Sections: 02225 - Utility Trenching and Backfiliing and as specified 3.05 MANHOLES 3.07 PRESSURE PIPE TESTING copper service pipe to the flanged joint, which shall be connected to the 1. Section 02225 - Utility Trenching and Backfilling by this section. PLANNED UNIT brass curbato , with the inlet and outlet for the appropriate copper service A. The excavation shall ce to the depth Indicated on the plane A. General: All force mains hall pass the hydrostatic pipe. Such curbstop shall be located not leas than "" below the ground 1.02 SUBMITTALS 3.02 BEDDING FOR PIPE or ordered by the Engineer, and carefully shaped and graded, treasure test and d herein. Prior to teat dhall DEVELOPMENT surface and shall be acceselble from the surface through an approved valve aandleakage telling, all anchors end brows °hell be Installed. All be box. A. Product Data: Submit ublished data from manufacturers o1 P A. The beddln material shall be she d to fit the I °tore g pe p p B. Manhole sections shall be precast concrete and shall conform concrete thrust blocks and restraints shall be in place and products and accessories specified, Indicating compliance depth of not less than 10 percent of its total height and to the dimensions indicated on the plans or ordered by the cured at least seven days. All buried pipe shall be back(Illed. LOT 1A END OF SECTION 02700 with requirements. shall have recesses to receive the bell. Engineer. Suitable teat plugs shall be Installed end air release valves shall be Installed at the high points. MEADOWLAND BUSINESS PARK 1.03 QUALITY ASSURANCE 3.03 LAYING PIPE C. Channels, inverts and floor areas for newer manholes shall SOUTH BURLINGTON SECTION 02725 be co of brick and mortar or concrete. Inverts B. Hydrostatic Teat: The following procedure shall be used: 1. VERMONT A. Ail eanllary sewer materials and construction of same shall A. In general, sewer pipe shall be Installed in accordance with have thled shall have the exact shape of the sewer to which they are All air release valves shall opened and the pipe DRAINAGE be as shown on the Contract Plans and shall meet the the latest detailed Instructions of the manufacturer. connected and any change In size or direction shall be shall be filled with water at a rate not to exceed the a r requirements of the State of Vermont Agency of Natural gradual and even. All construction of sewer manholes must venting capacity of the air release valves. PART 1 - GENERAL 1.01 SUMMARY Resources (Department of Environmental Conservation) and the B. The laying shall begin at the outlet end and the lower be carded out to insure watertight work. 2. The water pressure shall be raised to 150 percent of the Public Works Standards and S Specifications of the local segment of the pipe shall lea in cooled with the shaped designed operating g pressure or 80 psi minimum at the A. Section includes. municipality. bedding throughout he lull length. Beal or grooved ends of D. The required courses of brick shall be laced on to of the p P 3. highestpoint.to hold the designated within 5 of PART 2 -PRODUCTS rigid r as end the circumferential lops of flexible pipe pipes P p p shall be faring upstream. concrete to fife elevation Indicated on the plans or ordered treasure psi the specified test treasure for the two hour period 1. Drainage pipe and appurtenances. placed b the En ineer. Brick shall be laid in an a appropriate constitutes a failure of the section tested. 2. Drainage structures. 2.01 GENERAL C. All pipe and fittings shall be careful) examined for P P 9 Y manner by a competent mason. After the bricks the Joints on the Inside of the brick masonry shall be neatly B. Related Sections: defects and no pipe or fittings shall be laid which are p ointed, The outside surface of the bride shall be covered C. Leakage Test: The following procedure shall be used: A. Furnish ells, tees, reducing teas, wyes, couplings, known to be defective. If any detective piece Is discovered with mortar of the name quality as used for laying the 1. Leakage shall be defined as the quantity of water that 1. Section 02225 - UUII Trenching and Beckfilli Utility 9 m9 Increasers, crosses, transitions and and caps of the same p laying, it shell removed and replaced the bricks so that a reasonably smooth surface le obtained, must be supplied Into the pipe being tested to maintain type and class o meay the condch or of material Cont e, a Contractors expense. All pipes end fillings phall be pressure within 5 psi of the specified test pressure. 1.02 SUBMITTALS superior having equal orEnginphysical end chemical properties as cleaned before they are laid and shall be kept roan until E. The cast Iron ham. shall be set as Indicated the peens 2. No pipe installation shall be accepted a the leakage la acceptable to the Engineer to provide a complete and accepted in the completed work. accepted In a full mortar bed. The grade or cover shall ce properly be greater than that determined by the following formula: A. Manufacturers technical data for. operable system. D. The pipe shall be laid to conform to the lines and grades placed In the frame. L- ND P A0.5 ---U-- i. Pipe and appurtenances. 2.02 PVC GRAVITY SANITARY SEWER PIPE Indicated on the drawings or given by the Engineer. Each 3.06 MANHOLE TESTING 7.400 SW S 2. Structures. pipe shall be so laid as to form a close joint with the next Whichever is less A. PVC sewer pips shall conform in all respects to the latest adjoining pipe and to brio the Inverts continuous) to the I 9 P P g Y A. Manholes chill be tested separately by one of the following L- SD(P)A0.5 PART 2 -PRODUCTS revision of ASTM Specifications D-3034 or F879, Type PSM required rode. q g 133,100 2.01 GENERAL REQUIREMENTS Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, SDR 35 pipe. All pipe and flltings shall be dearly marked as E. The Contractor shall take all necessary to 1. Exfiatwo raon Leakage Test: All pipes and other openings S = Length of Pipe Testing follows: precautions prevent flotation of the I m the trench. p pipe into the manhole hall be suitably plugged and the plugs braced to prevent blowout. L = Allowable Leakage in Gal/Hr A Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, - Manufacturer's Name and Trademark D = Nominal Diameter of Pipe f ) transitions and end caps of the same type and dais of material as the conduit, or of material having equal or superior and chemical - Nominal Pipe Size (as shown on plans) F. When pipe laying Is not In progress the o Y g P o0 Pen ergs of the The manhole shall then be tilled with water the top P = Average Test Pressure (psi) physical properties as acceptable to the Engines. -Malarial Designation 12464C PVC pipe shall be cloned with temporary watertight plugs. If of the cone section. A period of time may be y permitted, a N = Number of Joints In the Pipeline Tested "Type water is in the trench when work Is resumed, the plug shall If the Contractor so wishes, to allow for absorption. 2.02 DRAINAGE PIPE AND PERFORATED PIPE - Legend'T PSM SDR 35 PVC Sewer Pipe" or "PS 46 PVC Sewer Pipe" not be removed until all danger of water entering the pipe is At the end of this period, the manhole shall be refilled All testing shall be conducted In accordance with AWWA C6tW of *st revision. eliminated. to the top of the cone, If necessary, and the measuring A. If the Contract Plans do not specify a particular type of i pipe, at the - Designation ASTM D•3034 or F879 time of at lead tour hours begun. At the end of the ell LZ Contractors option, the following materials may lea used: B. Joints shell be uah-on p type using elaelamenc gaskets and shall a G. For force mains, concrete reaction blockideflecting provided as detailed at all Linda deflecting 221l2 degrees or a refilled to the to of P teat period, the manhole volume the Dane, measuring the volume of water added. This _ END OF T1 2 0V 1. Polyvinyl Chloride to ASTM Specification shall conform to ASTM D-3212. The gaskets shall be factory more. Al the Contractors option, retainer glads may be amount shall be converted to gallons per vertical foot (� pipe conforming D3034 or F679, (PVC) sewer pipe and fittings SDR 35. installed. The pipe shall be furnished In nominal 13 foot lengths. Sufficient numbers of short lengths and full used at bends in lieu of concrete blocking. Retainer glands shall also be provided at all Joints within three pipe depth for 24 hours. The leakage for each manhole shall AR 2. Corrugated Polyethylene pipe and flings (smooth interior) meeting the machine }stings shall be provided for use at manholes and lengths the bends, not exceed one gallonNertical footlday. If leakage 2 requirements of AASHTO M-294 and M-252 each side of exceeds the allowable rate, repairs shall be made as connections. All connections will require the use of approved by the Engineer and the manhole retested. Dare m.cxso asvrvrory manufactured fittings. Field fabricated, saddle -type 3.04 GRAVITY SEWER PIPE TESTING 2.03 CONCRETE STRUCTURES connections will not be considered acceptable. If the Contractor elects to backfiil prior to testing,= _ A. ASTM C478. sized as indicated. 2.03 PVC PRESSURE SEWER PIPE A. The Contractor shell provide all necessary equipment and instrumentation required for proper completion of the the testing shall be at his own risk, and it shall be g ' ------ 2.04 METAL ACCESSORIES A. PVC pipe shall conform In all respects to the latest gushing and tasting. Quality of water, lest procedures, and method of disposal of water shall be approved by the Incumbent upon the Contractor to determine the reason for any failure of the lest. No adjustment in the A. Manhole frames and covers: revisions of ASTM Specifications D-2241. All pipe and Engineer. Prior to testing, flush with water to remove leakage allowance will be made for unknown causes such as leaking plugs, absorption, etc. at will be assumed ----------------- fittings shall be SDR 26 clearly marked as follows: construction debris. that all lose of water during the test Is a result of 1. Grey cast iron, ASTM A48, as shown on plans. - Manufacturers Name and Trademark B. All tests shall be made In the presence of the Engineer. through the concrete leaks h through he Contractor Furthermore, the Contractor SPECIFICATIONS PART 3 - EXECUTION 3.01 INSPECTION - Nominal Pipe Size (as shown on plans) Preliminary tests made by the Contractor without being ct shall take any steps necessary to assure the Engineer that the water table is - Material Designation 12454-A PVC ASTM D-1784 observed by the Engineer will not be accepted. The Engineer below the bottom of the manhole throughout the test. A, Examine the steep and conditions under which storm sewer system work B. Joints shall be pushon type using slastomeric gaskets will be notified at least eight hours before any work is to be Inspected or tested. 2. Vacuum Test This method of testing manholes for is to be Installed and notify the Engineer In writing of conditions detrimental factory installed conforming to ASTM Specification D-3212, leakage Involves the use of a device or sealing the top the to the proper and timely completion of the work. Do not proceed with the work unfit unsatisfactory conditions have been corrected. C. The maximum sewer length to be tasted at time shall be 9 of manhole cone section and pumping the air out of p p g the manhole, creating a vacuum and holding this vacuum 2.04 MANHOLES that length between any two manholes, for a prescribed period of time. The procedure for this 3.02 GENERAL I A. Manholes shall be sized as Indicated on the plan and shall test is as follows: a. All fi ing holes and exterior joints shall be DATE FEB., 2007 DRAarNa NUaaaR When existing underground utilities, which are not scheduled for removal be precast concrete with a monolithic base and shall conform to the latest version of ASTM Specification C478. filled and pointed with an approved non -shrinking PP g orr abandonment, are encountered in the excavation, they shall be mortar, The completed manhole shall not be sr - adequately supported and protected from damage. An damage to utilities g Y g B. Shelves shall be constructed with concrete having a minimum backtilled prior to testing. Manholes which have NONE G shall be repaired promptly at no additional coat to the Owner. compressive strength of 3,000 pal at 28 days. Inverts for been backiilled shall be excavated to expose the p V s 1 sewer manholes shell be as shown on the plans and details entire exterior prior to vacuum testing or the manhole shall be tested for leakage by means of the aaa. No. and shall be constructed with concrete or brick, as per the exfisration leakage test. 06248 ISROOF TRUSS BEARING EL., 416.00 ISSECOND FLOOR EL.. 406.00 FIRST EL.. 5 ter' G L------- - ____ ______ ______ ____ ______ ____ ___ __I._-_ ______ __ _______._-.._________.-_ _____ __ _ _._.- ____.__,__ .I---------- EAST ELEVATION City of S" EXTERIOR MATERIALS O SIDING TYPE-], FIBER CEMENT SIDING. 'HARDIPLANK" LAP SIDING BY JAMES HARDIE; 4 INCH EXPO511RE; SMOOTH TEXTURE. COLOR: SAGE GREEN (FACTORY PRIMED AND lot GOAT / FINISH COAT IN FIELD) 0 510INS 1YPE-2: THIN STONE VENEER SYSTEM IN RAM70M ASHLAR COURSINO COLOR 5ELECTON BY ARCHITECT 51DIN5 7YPE-0: FIBER -DEMENT 5HINGLE SIDING. "HARDISHINOLE" 51DINO I/4" THICK ® SCALLOPED EDGE NOTCHED PANELS BY JAMES HARDIE; MAXIMUM T" EXPOSURE. COLOR: MONTEREY GRAY (FACTORY PRIM® AND lot COAT / FIN15H COAT IN FIELD) ® EXPOSED CONCRETE WITH BRUSHED FINISH OR OPTIONAL APPLIED CEMENTITI0U5 FIN15H STANDING MID RUNNING TRIM: FIBER CEMENT TRIM BOARDS. °HARDITRIM" XLD FLANKS 6Y JAMES HARDIE; SMOOTH TEXTURE. (FACTORY PRIMED AND lot GOAT FIW5W COLOR: BRONZE OREEN (5W 2646,1. ® SIZES AS FOLLOWS: WINDOW TRIM AT JAMBS AND SILLS: Ix4 DOOR TRIM AT JAMBS. Ix4 CORNER TRIM: I_ WATERTABLE TRIM: Ix12 HD.,.'. D.,.' NTAL BAND TRIM: Ixb t] WINDOW5: DOUBLE HUNG WINDOWS. MARVIN "INTEGRITY" WITH LOW-E, ARGON FILLED, INSULATED OLA55 DOLOR: WHITE PORCH COLUMNS AND BEAMS TO BE DIMENSIONAL WE5TERN RED CEDAR OR msuAL WITH CLEAR NATURAL FINISH WITH PAINTED STEEL PLATE CONNECTORS I� LJ UNIT ENTRY DOLRa. INSULATED FISERGLA55 WORS WITH RA15M PANEL FACE. COLOR. DEEP MAROON (5W 0012) 0 BALCONY 3 PORCH RAILIN&5, FABRICATED STEEL RAILINGS WITH POWDER COATED FINISH. COLOR: SHUTTER GREEN (SW 260-1) o E W LL 0 X < w w V ®ROOF TFS055 BEARINS El . 416A0 -_— SECOND FLOOR EL., 40b.00 FIRST EL., 5 cG I i , El i I' Q i 1 ,I I L - I A� E EAST ELEVATION MA26 SCALE, I/4 r I C4, Of "urlin gtbn EXTERIOR MATERIAL5 Q 51DINS TYPE-1: FIBER CEMENT SIDIN6. "HARDIPLANK" LAP 51DIN6 BY JAM1E5 HARDIE; 4 INCH EXPOSURE; SMOOTH TEXTURE. COLOR, SASE BREEN (FACTORY PRIMED AND lot AT /FINISH GOAT IN FIELD) O SIDINS TYPE-2 THIN STOLE VENEER SYSTEM IN RANDOM A5HLAR COLRSIN5 COLOR SELECTION BY ARCHITECT 5 51DIN6 TYPE-5, FIBER -CEMENT 5HIN6LE SIDING. "HAR0I5HINOLE" SIDIN6 1/4" THICK SCALLOPED EDGE NOTCHED RAW-1-5 BY JAMES HARDIE; MAXIMUM T' EXPOSURE. DOLOR, MONTEREY GRAY (FACTORY PRIMED AND lot COAT / FINISH COAT IN FIELD) EXPOSED CONCRETE WITH BRUSHED FINISH OR OPTIONAL APPLIED CEMENTITIOU5 FINISH STANDING AND RUNNING TRIM, FIBER CEMENT TRIM BOARDS. "HARDITRIM" XLD PLANKS BY JAME5 1 �-1 u HARDIE, SMOOTH TEXTURE. (FACTORY PRIMED AND lot COAT FINISH) COLOR, BRONZE GREEN (SW 2646). SIZES AS FOLLOWS: WINDOW TRIM AT JAM55 AND SILLS, 1x4 DOOR TRIM AT JAM052 Ix4 CER ORNTRIM: 1.5 WATERTABLE TRIM, Ixl2 HORIZONTAL BAND TRIM, Ixb u WINDOWS, DOABLE HUNG WINDOWS. MARVIN "INTEGRITY" WITH LOW-E, AR60N FILLED, INSULATED SLA55 COLOR, WHITE Q PORCH COLUMNS AND BEAMS TO BE DIMENSIONAL WESTERN RED CEDAR OR EQUAL WITH CLEAR NATURAL FINISH WITH PAINTED STEEL PLATE CONNECTORS ® UNIT ENTRY DPORS: INSULATED FIBEROLASS DOOR5 WITH RA15M PANEL FACE. COLOR, DEEP MAROON (SW 0092) OBALCONY 4 PORCH RAILINGS: FABRICATED 5TEEL RAILINS5 WITH POWDER COATED FIN15H, COLOR: SHUTTER OREEN (5W 2509) U I Oy Z \ Q I- m w: Lu H w OLU WX < 111u) to Q gig iw-- 5HF.[T NUMBER k E DAI-, 1/211 �. RPOF TRU55 BEARING L.. 416AO--__.--_ E SEGOND FLOOR L..: 406.00 � RST FLOOR _ FL.: 596OO FT. c� II i 'i I I I I -------- --------------------------- - - --- - -- -- --- ---- - 1 1 AGGE55ORY BUILDING 51-ALE: 1/4" - 1'-O" cj EXTERIOR MATERIALS O SIDING T1PE-1: FIBER CEMENT SIDING. "HARDIPLANK" LAP SIDINS BY JAMES HARDIE; 4 INCH EXPOSURE; SMOOTH TEXTURE. COLOR: SAGE SREEN (FACTORY PRIMED AND lot GOAT / FINISH COAT IN FIELD) O 51DIN5 TYPE-2: THIN STONE VENEER SYSTEM IN RANDOM ASHLAR COURSING COLOR SELECTION BY ARCHITECT _ 510I146 TYPE-5: FIBER -CEMENT 5HIN&LE 51DIN5. "HARDI5HINSLE" SIDING 1/4' THICK SCALLOPED EDGE NOTCHED PANELS BY JAMBS MARDIE; MAXIMUM T" EXPOSURE. COLOR; MONTEREY BRAY (FACTORY PRIMED AND IN COAT / FINISH COAT IN FIELD) ® EXPOSED CONCRETE WITH BRUSHED FIN15H OR OPTIONAL APPLIED CEMENTITIOU5 FINISH STANDING AND RLNNIN6 TRIM: FIBER CEMENT TRIM BOARDS. "HARDITRIM" XLD FLANK5 BY JAFES HARDIE: SMOOTH TEXIWE. (FACTORY PRIMED AND lot COAT FINISH) COLOR, BRONZE GREEN (5K 264b). [] SIZES AS FOLLOWS: WINDOW TRIM AT JAMBS AND SILLS. Ix4 DOOR TRIM AT JAMB5. Ix4 CORNER TRIM, Ix8 WATERTABLE TRIM: W2 HORIZONTAL BAND TRIM, Ix6 © AIV Ve. DOL5LE HUNG WINDOWS. MARVIN "INTEGRITY" WITH LOW-E, ARSON FILLED, INSULATED 6LA55 COLOR: KHITE O PORCH COLUMNS AND SEAM5 TO ISE DIMEN51ONAL WESTERN RED CEDAR OR ECWAL WITH CLEAR NATURAL FIN15H WITH PAINTED STEEL PLATE CONNECTORS --�� CC UNIT ENTRY DOORS: INSULATED FIBERGLASS DOORS WITH RAISED PANEL FACE. -I COLOR. DEEP MAROON (SW 00T2) BALCONY 4 PORCH RAILINGS. FABRICATED STEEL RAILINGS WITH POMOER COATED FINISH. COLOR, SHUTTER GREEN(5W 2509) 9 Jui IY O LL WLL o W W v _ ROOF TRUSS 5EARIN6-_-._.. EL.. 416LGm EL.. 406.00 F.19 I ST R FLQOR__. .___.-.._ _..... .- EL.. 346.00 FT. I I I I 1 AGGE550RY BUILDING 5CALE: 1/4" = I'-0" EXTERIOR MATERIALS ❑I SIDING TYPE -I: FIBER CEMENT SIDING. "HARDIPLANK" LAP SIDING BY JAMES HARDIE; 4 INCH EXPOSURE; 5MOOTH TEXTURE. COLOR. SASE GREEN (FACTORY PRIMED AND let GOAT / FIN15H COAT IN FIELD) LJ SIDING TYPE-2 : THIN STONE VENEER SYSTEM IN RANDOM ASHLAR COURSING COLOR API EOTION BY ARCHITECT SIDIN& TYPE-B, FIBER -CEMENT SHINGLE SIDING. "HARDISHIN&LE" SIDING f/4" THICK LJ SCALLOPED EDGE NOTCHED PANELS BY JAMES HARDIE; MAXIMUM T' EXPOSURE. COLOR: MONTEREY &RAY (FACTORY PRIMED AND let COAT / FINISH COAT IN FIELD) EXPOSED CONCRETE WITH BRUSHED FINISH OR OPTIONAL APPLIED CEMENTITIOU5 FINISH STANDING AND RUNNING TRIM: FIBER CEI-ZNT TRIM BOARDS. "HARDITRIM" XLD PLANK5 BY JAMES HARDIE; SMOOTH TEXTURE. (FACTORY PRIMED AND let COAT FIN15H) COLOR, BRONZE GREEN (SW 2846). ��-I LJ SIZES AS FOLLOWS WINDOW TRIM AT JAMBS AND SILLS, Ix4 DOOR TRIM AT .IAMBS: Ix4 CORNER TRIM. Ix6 AATERTABLE TRIM: Ix12 HORIZONTAL BAND TRIM, Ix(, © WINDOWS, DOUBLE RUNS WINDOWS. MARVIN "INTEGRITY" WITH LOW-E, ARGON FILLED, INSULATED 6LA55 COLOR. WHITE PORCH COLUMNS AND EIEAM5 TO BE DIMENSIONAL WESTERN RED CEDAR OR EQUAL WITH CLEAR NATURAL FINISH WITH PAINTED STEEL PLATE CONNECTORS r UNIT ENTRY DOORS INSULATED FIBERGLASS DOORS WITH RAISED PANEL FACE. COLOR: DEeP MAROON (5W OO72) �J BALCONY 4 PORCH RAILIN&5. FABRICATED STEEL RAILIN65 WITH POWDER COATED FIN15H. COLOR. SHUTTER GREEN(SW 2809) In ( 1 O z Q > W § W : W W L O X Q v� U) W �m U t s �o t� c m� CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has, certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS PROJECT OF INTEREST S�- � v� V'"� c3ht)6vV T S, 3. C'r4 Or'c-4e. S ,gum Ouwv , o:ste,pT P9zCilCL r AST" ' 1FW4c "L:;- sue. —9q e�A.-1G 6V� �cc�'1e 1) Ct0 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE;�QF�' )5 �&/ ?Z02 NAME MAILING ADDRESS PROJECT OF INTEREST C�� 5-277—�s"� 94 f>l I f. ✓� ,� s- ,/ hac-C' { -t (i C i i S T 1- - �f 'S 7 ®� 64 hx4-� C-A� ` H l ((L Vl# 1, easa r illled C= dpetoeo --OP-IC K.tAP-''SN -tom P.o. � 4g5 sNFc PJ, ,,t-r Gc-:A ?f?-0q• Wt VW t^ CITY OF SOUTH BURLINGTON _...._. __ Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: 4 - I % ,C» NAME MAILING ADDRESS PROJECT OF INTEREST Cz7 /Z- C7 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 18, 2007 Jim Rowley 1160 Hinesburg Road South Burlington, VT 05403 Re: 1110 Hinesburg Road Dear Mr. Rowley Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, -B&q �i Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 18, 2007 Jeremy Matosky TCE PO Box 308 Williston, VT 05495 Re: 1110 Hinesburg Road Dear Mr. Matosky: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, 'r-Basq waf Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 18, 2007 Rand Larson VT Eye Laser 5399 Williston Road Williston, VT 05495 Re: 1110 Hinesburg Road Dear Mr. Larson: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 18, 2007 Tom Douhan 156 North Main Street St. Albans, VT 05478 Re: 1110 Hinesburg Road Dear Mr. Douhan Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 18, 2007 Chip Ward 3069 Williston Road South Burlington, VT 05403 Re: 1110 Hinesburg Road Dear Mr. Ward: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 19, 2007 David Marshall Civil Engineering Associates PO Box 185 Shelburne, VT 05482 Re: 1110 Hinesburg Road Dear Dave: 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 April 17, 2007 (effective 4/18/07). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by October 15, 2007) or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy Donough Planni g & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 3110 0004 4484 7262 South Ldrlington Fire DepartLent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief April 16, 2007 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: CEA Office/Planned Unit Development Dear Juli: I have reviewed the plans for the proposed construction of this 3 building office subdivision off of Hinesburg Road. I have also met with Mr. Steve Vock one of the principals of the project. I have the following recommendations: 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 locations to be specified by SBFD. 4. Fire Alarm System panels and enunciator location to be specified by SBFD. 5. Provide an emergency key box(s) for each building, location to be specified by SBFD. 6. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. I have discussed this issue with Mr. Steve Vock. The Division of Fire Safety is allowing this project to proceed with a limited access elevator for handicapped accessibility only. This type of elevator does not provide capability for evacuation of a patient in the supine position. 7. Upon construction of building(s) b or c or both, an additional fire hydrant will be provided. Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could 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. Oierely, Douglas S. Brent Fire Chief To: CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 From: Fax: Pages: U , including cover sheet 3 Phone: Date: Re: CC: ❑ Urgent or Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\CEAProperties\prelim final DEPARTMENT OF PLANNING & ZONING Report preparation date: April 11, 2007 Application received: March 26, 2007 1110 HINESBURG ROAD PRELIMINARY PLAT APPLICATION #SD-07-20 FINAL PLAT APPLICATION #SD-07-21 Agenda # 8 Meeting Date: April 17, 2007 Owner Applicant Munson Earth Moving Corp CEA Properties LLC C/o South Burlington Realty Inc. 928 Falls Road 85 Shunpike Road PO Box 485 Williston, VT 05495 Shelburne, VT 05482 Engineer Property Information Civil Engineering Associates Tax Parcel 0860-01110 928 Falls Road Industrial & Open Space District PO Box 485 50 acres Shelburne. VT 05482 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\prelim final CEA Properties LLC, hereafter referred to as the applicant, is seeking preliminary and final plat approval for a planned unit development to: 1) subdivide a 49.48 acre parcel into two (2) lots of 3.055 acres and 46.42 acres, 2) develop the 3.055 acre parcel with three (3) 7,200 sq. ft. general office buildings and one (1) 1,000 sq. ft. detached accessory structure, 1110 Hinesburg Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 26, 2007 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning_District Required -Proposed' Min. Lot Size 3 acres 3.06 acres Max. Density n/a n/a Max. Building Coverage 30% 11 % Max. Overall Coverage 50% 41 % Min. Front Setback 50 ft. 50 ft. �l Min. Side Setback 35 ft. 35 ft. 4 Min. Rear Setback 50 ft. 35 ft. Max. Building Height 40 ft. 35 ft. Front Yard Coverage 30% 7% zoning compliance n/a no residential units proposed 4 waiver requested The applicant is proposing to place Building C 35 feet from the rear property line, therefore requesting a 15 foot rear yard setback waiver. Staff supports this waiver, acknowledging that the lot to the east is 50 undeveloped acres. Future buildings on this lot are unlikely to be adversely affected to by the location of Building C, which is still 35 feet from the property line. Furthermore, by locating Building C where it is proposed, the building will be further from the existing single family home to west. Given the topography of the site, it will also be lower on the site and will not obstruct views of the single family home. The applicant has submitted a written request regarding this waiver (attached). 1. The Board grants a rear yard setback waiver of fifteen (15) feet. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\prelim final 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 South Burlington Water Department reviewed the plans and provided comments in a letter dated March 27, 2007 (attached). 2. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated March 27, 2007. The plans shall be revised accordingly. 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 applicant has received preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds. 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. The applicant has submitted sufficient grading and erosion control plans. 3. 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 this property is proposed via a two-way 24' drive off of Hinesburg Road to be shared with the abutting property to the north. The applicant is proposing two accesses to the subject lot from this shared access: 1) a western access, ingress only, which is approximately 15' in width and 2) a southern access, for two-way traffic, which is approximately 24' in width and would also be used to access a proposed future office building on the southeast corner of the 3 acre lot. Staff finds this access plan acceptable. In response to earlier staff concerns, the western entrance has been marked for one way travel, ingress only. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProoerties\prelim final The applicant is also proposing an access easement across the 3 acre lot to the resulting 47 acre lot. Staff finds this acceptable at this time. This is merely an access easement which will provide for legal means of access at such time as it may be deemed necessary. At such time as the 47 acre lot is developed, the Board will then have the ability and forum to discuss the actual access to that piece. Although it may be that this access easement is never used, it should still be provided for on the plans. 4. The applicant shall record a "Notice of Conditions" approved by the City Attorney prior to recording the final plat plan that rants access across Lot 1A for use by development on Lot 1 upon approval by the DRB. The official city map projects a future recreational path or bike lane to be built along the eastern side of Hinesburg Road. The plans provide for a 20 foot easement to the City of South Burlington, along the existing state Right -of -Way of Hinesburg Road. According to the ITE Trip Generation Manual, 7th Edition, the 22,600 square feet of general office use is estimated to generate 33.67 P.M. peak hour trip ends. The applicant has submitted a traffic study as part of this application (attached). Staff finds this sufficient. 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. The 3 acre lot does not appear to contain any wetlands, streams, or other unique natural features. The applicant should provide wetlands delineation at such time as any development is proposed for the 47 acre lot which does appear to contain wetlands. 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. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The l0 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. 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. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\prelim final The open spaces on this property are largely limited to the perimeter of the lot. This should allow for the creation of open spaces between adjoining parcels. 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 South Burlington Fire Department is reviewing the plans and should have comments prior to the hearing. The plans should be revised accordingly. 5. The applicant shall adhere to the comments of the South Burlington Fire Department. If necessary, the plans shall be revised accordingly. 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 applicant is proposing a stormwater retention pond on the property. The applicant is also proposing to utilize stormwater management which exists on Lot 2 at Meadowland Business Park (472 Meadowland Drive). The applicant has also stated that they will provide grass -lined treatment swales along the perimeter of the building. The City's stormwater superintendent has reviewed the plans and verbally stated that he finds the plan sufficient. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer has reviewed the plans and provided comments in a memo dated April 12, 2007 (attached). 7. The applicant shall adhere to the stipulations of the City Engineer per the memo dated April 12, 2007. A lighting point by point plan for the proposed project shall be submitted for this proposal, and shall meet the requirements in Appendices A.9 and A.10 of the Land Development Regulations. The proposed lighting levels do not exceed 1.09 foot-candle average, well below the maximum of 3.0 foot-candles. Indirect glare at property lines is below 0.1 foot-candles, with the exception of the drive shared by the property to the north. The pole heights are proposed to be 20 feet, below the regulated maximum of 30 feet. The lighting fixtures submitted are acceptable in accordance with the SBLDR. Staff notes however, that the under -soffit fixtures must be mounted flush or recessed. The convex lenses included as `optional' on the cut sheets shall not be permitted. It appears that what proposed on the Luminaire Schedule submitted by the applicant adheres to these recommendations; nevertheless, in the effort to avoid confusion, the condition shall be included in the Findings of Fact. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\prelim final 8. Pole mounted lights must be fully shielded. Exposed convex lenses are not permitted. Soffit lights shall be flush mounted or recessed. Drop lens fixtures are not permitted. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property 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. The applicant has provided for adequate pedestrian movement to and within the subject lot According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 7,200 SF of General Office use proposed for stage 1 shall require 26 parking spaces. The applicant is proposing to provide 28 parking spaces. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 14,400 SF of General Office use proposed for stage 2 shall require 50.4 parking spaces. The applicant is proposing to provide 52 parking spaces. The applicant shows a total of five spaces marked as handicapped accessible. Four are required. The dimensions of the proposed parking spaces appear to meet the requirements in Table 13-8 of the Land Development Regulations. Section 18.01re^i iir- that biC •cle firkin or storage facilities are provided for employees, ll_. , r N 0 9 p residents, and visitors to the site. Two bicycle racks are depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. All of the proposed parking is located to the side or the rear of the building; therefore this project is in compliance with this criterion. 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. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\prelim final The applicant has stated that the maximum height of the proposed two-story buildings will not exceed 35 feet, which is in compliance with the Land Development Regulations. 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. The applicant has submitted elevations of the proposed buildings. Staff finds them to be fully in compliance with this criterion. 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 elevations of the proposed buildings. Staff finds them to be fully in compliance with this criterion. 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 access easement across the 3 acre lot to the remaining 47 acres. This is sufficient. 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 outside trash and recycling facilities. They will be screened appropriately on all sides. Landscaping and Screening Requirements CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\prelim final Based on submitted cost projections for this property of $2,195,000, the minimum landscaping budget shall be $29,450. The applicant has submitted a landscaping budget of $29,836, in compliance with Table 13-9 of the SBLDR. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot proposed for stage 2 contains more than 28 spaces. The applicant has submitted a plan depicting landscaped island areas, accompanied by calculations which demonstrate compliance with this criterion. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans depict adequate snow storage areas. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. This criterion is being met. OTHER 9. The proposed 1000 sq. ft. storage building shall meet all guidelines and limitations of Section 3.10 of the SBLDR pertaining to accessory structures and uses. 10. The applicant should provide a street name for consideration and approval by the Planning Commission. The approved name shall be added to the plat. The plans should be revised to address the four buildings served by this private road. RECOMMENDATION Staff recommends that the Development Review Board approve Preliminary Plat application #SD- 07-20 and Final Plat application #SD-07-21. Respectfully submitted, 012 Cathyann faRose, Associate Planner Copy to: David Marshall, Civil Engineering Associates John Jaegar, South Burlington Realty CAVIL rI IGII E"AR ! IG' �l�J0 I., rJo IINC, 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com April 12, 2007 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: CEA Properties, LLC Office Facility and PUD 1110 Hinesburg Road at the Meadowland Business Park Preliminary and Final Plat PUD Application Dear Ms. LaRose: Thank you for taking the time to review the rear setback issues associated with the proposed planned unit development. If you recall, we originally approached the Development Review Board with the concept for a 20,000 SF building located on the east side of Mr. James Rowley's property. After reviewing the impacts of this structure on Mr. Rowley's property, we reduced the mass of the proposed 20,000 SF building by creating two smaller buildings and reducing the total square footage to 14,400 SF. In order to minimize the impact of this new orientation on Mr. Rowley we sought to place the buildings as far from his property as possible. As a balance between maintaining a reasonable setback from the undeveloped portions of Lot 1 to the east and Mr. Rowley's property to the west, we are seeking a waiver of 15' in the rear yard setback from 50' to 35' to achieve this goal. We have reviewed this request with the Lot 1 owner (represented by John Jaeger) and he is amenable to this request. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm cc: CEA File 06248.00; J. Jaeger PAUtoCADD Projects\2006\06248\Permitting\Local\LaRosePrelimCEA2.wpd CEA Planned Unit Development 4/5/06 1110 Hinesburg Rd Distinctive Landscaping LA Overall this plan looks good with the following recommendations: • Red Maple is an acceptable species, provided that soil tests indicate acidic soils. The clay soils in this area of South Burlington are often neutral to mildly alkaline which will result in manganese deficiency in Red Maple. A cultivar of Freeman Maple may be a better choice if soil pH is above 6.7 • Continuous planting pits with a quality planting soil to a depth of 2 feet are recommended for parking lot islands in which trees are to be planted • If existing trees on the site are to be retained, tree protection measures for the trees and their critical root zone should be specified on the plan • Item 5 in the Planting Notes on pg. C-5.4 should be changed to read the tree root flare to be set at or slightly above finish grade March 27, 2007 Civil Engineering Associates Mr. Dave Marshall P.O. Box 485 Shelburne, VT 05482 Re: 1110 Hinesburg Road Dear Dave: The South Burlington Water Department has reviewed the final set of plan plans for the above referenced project. Please find my comments below and refer also to all previous correspondence on this project. The current set of plans for the above referenced project is acceptable to this department relative to all water related activity provided the changes or corrections included in this letter have been addressed, including: a. Site Utility Plan, Sheet C-1.5. A temporary blow off must be installed after the westernmost gate valve and before the cap for water quality flushing purposes. The temporary blow off should be between one -inch and two-inch in diameter. This temporary blow off will be removed when the water line is extended to the Meadowland Development. b. Site Utility Plan, Sheet C-1.5, The proposed gate valves for buildings B and C must be secured to the 4"x4" tee. c. Water Detail: Sheet 5.1, Water Service Connection Detail: Corporations shall be Cambridge Brass No -Lead brass or Red Hed Manufacturing brass 4381, or Department approved equal. Curb stops shall be Cambridge Brass No -Lead brass or Red Hed Manufacturing SB 515l/B4151, or Department approved equal. All brass unions and adapters shall be Cambridge Brass No -Lead Brass or Red Hed Manufacturing brass, or Department approved equal. Curb box rods shall be stainless steel. d. Water Detail: Sheet 5.1, Thrust Block Detail: No thrust block shall be poured around the gate valve at a dead end. Instead, the valve shall be restrained using EBAA or Sigma mechanical joint restraints, and the cap at the end of the stub shall have a thrust block installed. e. Water Detail: Sheet 5.1, NOTES: #2, add "and SBWD" after the Engineer. f. Specifications, Sheet C-6.2: Copper services are applicable for building A. See "c" above. g. Specifications, Sheet C-6.2. Pressure and Leakage Tests. The divisor for the leakage formula has changed according to AWWA. 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 4. The SBWD shall be notified in advance to inspect all joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling. 5. A hard copy set of Record Drawings as well as one electronic copy in Auto- CAD.DWG Version 2003 Format or newer shall be supplied to this Department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CEA PROPERTIES Hinesburg Road April 12, 2007 1. Sewage pumping station piping shall have provisions for an emergency portable pump. 928 Falls Road P.O. Box 485 Shelburne, VT 05482 March 23, 2007 Mr. Peter Keibel, District Coordinator District Environmental Commission #4 111 West Street Essex Junction, Vermont 05452 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Traffic Study Update - Master Plan Permit 4C1005 CEA Office Planned Unit Development Land Use Permit Application Meadowland Business Park, South Burlington, VT Dear Mr. Keibel: The Meadowland Business Park received a Master Plan Land Use Permit approval in 1998. This approval included positive findings for the project and found that it would generate the following traffic volumes: AADT = 6,152 VTE's AM Peak Hour = 830 VTE's PM Peak Hour = 673 VTE's Background - The Traffic study indicated that a traffic signal at the intersection of Meadowland Drive and Route 116 would be required once 20% of the projected Meadowland Business Park traffic volumes were reached. The Vermont Agency of Transportation (VAOT) must approve the need for, and installation of, the traffic signal on Route 116. In reviewing the traffic study completed at that time, the Vermont Agency of Transportation recommended, and the District Commission conditioned, that the traffic study be updated each time a lot is proposed for development to allow the VAOT to make a better educated decision on the need for a traffic signal at this i ntersection. Recent History - At this time there are only two occupied buildings within the Meadowland Business Park (CBA office building and the Rock Church). Three additional projects received Act 250 approvals in 2006 with the following traffic generation characteristics: Description ABC Office Building The Rock Church O'Brien Bros. Bus. Condo Super -Temp Wire & Cable Logic Supply AM PM Permit Peak Hr Peak Hr AADT 4C1005-2 102 102 400 4C 1005-4 15 15 70 4C1005-5 53 55 389 4C1005-6 20 20 105 4C1005-7 23 23 116 Mr. Peter Keibel Page 2 of 7 March 23, 2007 Proposed Project Description The proposed CEA Office Planned Unit Development is comprised of 21,600 SF of general office use allocated in a 7,200 SF building in Phase I and a total of 14,400 SF in two buildings in Phase II. The project is located within the Meadowland Business Park Planned Unit Development but will access Route 116 directly from a shared driveway with 1100 Hinesburg Road (See Attachment A -Site Location Plan). No traffic will access Route 116 from Meadowland Drive. As such, this analysis simply adds the proposed traffic from the CEA Office Project to the Route 116 traffic in support of the warrant analysis for the need for traffic lights at the Meadowland Drive - Route 116 intersection. We have included a separate analysis of whether a dedicated left hand turn lane is warranted for the shared traffic volumes from this driveway. Projected Additional Traffic - The projected traffic generation from the proposed CEA Office Planned Unit Development office facility is based upon trip generation values published by the Institute for Transportation Engineers (ITE). Utilizing 27,200 SF of General Office Use (710), the anticipated traffic generation would be as follows: Description CEA Office P.U.D. AM Access Peak Hr Enter 29 Exit 4 Total 33 PM Peak Hr AADT 5 119 27 119 32 238 Traffic volumes from the project were directionally split based upon directional traffic volumes on Hinesburg Road as follows. - Northbound Southbound AM Peak Hour - In (88%) 80% 20% AM Peak Hour -Exit (12%) 80% 20% PM Peak Hour -In (17%) 15% 85% PM Peak Hour - Exit (83%) 15% 85% Traffic volumes at Meadowiand Drive The reported build level of service (LOS) and associated average delay at the Meadowland Drive intersection with Route 116 is outlined below and is based upon work previously completed in September, 2006 by CEA. Since there is no change in traffic volumes on Meadowland Drive and no appreciable increase in traffic volumes, the Build scenarios stayed the same as the No -Build scenario. Mr. Peter Keibel Page 3 of 7 March 23, 2007 Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT 2007 AM (DHV) No Build Build (Background) (With Project) A (10) A (10) C (27) D (27) B (14) B (14) 2007 PM (DHV) No Build Build (Background) (With Project) A (8) A (8) C (17) C (17) B (11) B (11) Signal Warrant Analysis at Meadowland Drive The proposed project related traffic was added to the Route 116 traffic levels in the analysis of whether a traffic signal was warranted based upon peak -hour and four-hour signal warrants as outlined in the Manual of Uniform Traffic Control Devices (MUTCD). A review of the counts conducted on January 17, 2007 (See Attachment B) were far less than the counts utilized in the Sept. 2006 Logic Supply Traffic Report even with seasonal adjustments. To provide a more conservative review, the proposed project related trips were added to the 2006 values. Total estimated DHV traffic volumes for all of the approaches are outlined below. 2007 Build AM DHV North Bound Route 116 620+9 45 --� 155+17 South Bound Route 116 �,— 216 261 12 97 Meadowland Drive o..:1.a nke null �vvi uullu rm v1-1v North Bound Route 116 220+3 —4 496+18 South Bound Route 116 V- 56 4 '14, /' 64 38 234 Meadowland Drive Mr. Peter Keibel Page 4 of 7 March 23, 2007 2012 Build AM DHV North Bound Route 116 664+9 --* 45 —� 4 261 12 i-- 166+17 South Bound Route 116 97 r 216 Meadowland Drive 2012 Build PM DHV North Bound Route 116 236+3 •-- 531+18 South Bound Route 116 8 7, 56 4 -t r 64 38 234 Meadowland Drive Based upon the traffic volumes on modified Route 116, it was determined that 60 and 75 vehicles per hour (vph) respectively were required to trip the warrants (See Attachment C & D - Warrant 2 and Warrant 3). The projected AM and PM left hand turning movements from Meadowland Drive taken from the previous traffic study (not impacted by this project) were estimated to be 12 and 38 vph respectively for the DHV, well below the warrant requirements. With no additional turning movements to be introduced at the Meadowland Intersection and a small amount added to the counts on Route 116, the warrant analysis still falls well below the previously outlined warrant trip values. Therefore it is not recommended that a traffic signal be installed at this time. Fox Run - Combined Driveway Intersection A new curb cut is required by the City of South Burlington to be shared with 1100 Hinesburg Road (not located in the Meadowland Business Park). The land use nrnnncari fnr that nrnnPrty is a 24.400 SF medical office building. The ITE Trip Generation estimates for that land use are outlined below in combination with those for the proposed CEA Office Planned Unit Development. AM PM Description Peak Hr Peak Hr AADT 1100 Medical Office 61 91 882 CEA Office P.U.D. 33 32 238 Total 94 123 1,120 Mr. Peter Keibel Page 5 of 7 March 23, 2007 On January 17, 2007, a turning movement count was conducted at the Fox Run Lane intersection which is opposite of the proposed common driveway. The total volumes for the unfactored busiest hour together with the additional traffic from the proposed traffic (bold) is summarized below. The raw data is included in Attachment B. 2007 Build AM Fox Run Drive 1 1 89 0 North Bound Route 116 443 -� 66 -,-,, 2007 Build PM k-14 �-- 107 South Bound Route 116 y-17 --% f 2 0 9 Project Driveway Fox Run Drive 1 0 30 J j � 0-'* North Bound Route 116 178 --� 3 1y 62 �-- 355 South Bound Route 116 y� 18 87 1 14 Project Driveway Mr. Peter Keibel Page 6 of 7 March 23, 2007 2012 Build AM (Based upon 2006 Route 116 Volumes) Fox Run Drive 1 1 89 J L (I. 0 ---$ North Bound Route 116 719 66 -.4 R P 2 0 9 '* 14 .*-- 170 South Bound Route 116 Project Driveway Y_ 17 Left Turn Lane Guidelines for Two -Lane Roads, 45 mph In determining the need for a dedicated left hand turn lane, the following data are required: 1. Opposing Volume (veh/hr) - VO - The opposing volume is to include only the right -turn and through movements in the opposite direction of the left turning vehicle. 443 + 66 = 509 2. Advancing Volume (veh/hr) - VA - The advancing volume is to include the right - turn, left -turn and through movements in the same direction as the left turning vehicle. 14 + 107 + 17 = 138 3. Operating Speed (mph) - The greater of anticipated posted or posted speed. 50 4. Percentage of left turns in VA 17/138 = 12.3% For this analysis the appropriate trend line (See Attachment E - Unsignalized Turn Lane requirements) is identified on the basis of the percentage of left -turns in the advancing volume (12.3%), rounded up to the nearest percentage trend line (20%). If the advancing and opposing volume (509 rounded up to 600) combination intersects above or to the right of this trend line (195 allowable AV), a left -turn lane is appropriate. In this case the VA of 138 is less than the allowable VA of 195 thereby indicating that a dedicated left hand turn lane is not warranted. When the same analysis is conducted with the 2012 reported volumes on Hinesburg Road, the results also show that the warrant for a dedicated left hand turn lane are also not warranted. VO = 785, VA = 201, % Turns = 8.5% and Allowable VA = 210. Mr. Peter Keibel Page 7 of 7 March 23, 2007 Summary Based upon the above information, the inclusion of the traffic from the CEA Office Planned Unit Development project located within the limits of the Meadowland Business Park will not adversely impact traffic operations in the area and will not trigger the warrants for the installation of a traffic signal at the intersection of Meadowland Business Park nor a dedicated left hand turning lane into the shared driveway. This completes our summary of the proposed traffic conditions at the Meadowland Business Park associated with the CEA Office Planned Unit Development. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Attachments A - Site Location Plan B - Fox Run Intersection Counts C - Signal Warrant 2 D - Signal Warrant 3 E - Unsignalized Turn Lane Requirements F - ITE Land Use Codes cc: M. Neagley, J. Jaeger, CEA File 06248 PAAutoCADD Projects\2006\06248\Permitting\Traffic\TrafficStudy.wpd ATTACHMENT A IN in I.J ,'o t ... .......... ohn PROJECT LOCATION: -A 00 cc VA� ca -AM ��ivdT�Q���P 1 11 = 1000' CEA Properties Inc. Intersection Turning Movement Count VT Route 116 - Fox Run Lane Intersection AM Wednesday, January 17, 2007 Route 116 North Bound Time Left Through Right Total 6:30 to 6:45 0 69 - 69 6:45 to 7:00 0 82 - 82 7:00to 7:15 0 81 - 81 7:15 to 7:30 0 96 - 96 7:30 to 7:45 0 96 - 96 7:45 to 8:00 0 125 - 125 8:00 to 8:15 0 120 - 120 8:15 to 8:30 0 102 - 102 One Hr Perak Total 443 443 PM Wedni.�sda , January 17, 2007 R :)ute 116 North Bound TimeI I Left hroughj Right Total 4:00 to 4:15 0 59 - 59 4:15 to 4:30 0 45 - 45 4:30 to 4:45 1 44 - 45 4:45 to 5:00 0 41 - 41 5:00 to 5:15 0 38 - 38 5:15 to 5:":40 0 48 - 48 5:30 to 5:45 0 51 - 51 5:45 to 6:00 0 27 - 27 One Hr Peak Total 178 178 Fox Run Lane East Bound Left Through Right Total 6 - 1 7 3 - 0 3 14 - 0 14 11 - 0 11 21 - 0 21 21 - 1 22 25 - 0 25 22 - 0 22 89 1 90 Fox Run Lane East Bound Left Through Right Total 9 - 0 9 2 - 0 2 4 - 0 4 4 - 0 4 8 - 0 8 10 - 0 10 8 - 1 9 12 - 0 12 30 1 31 Route 116 South Bound Left Through Right Total Total - 9 0 9 85 - 15 1 16 101 - 31 2 33 128 - 40 2 42 149 - 28 2 30 147 - 17 1 18 165 - 26 9 35 180 - 36 2 38 162 107 14 121 Route 116 South Bound Left Through Right Total - 65 9 74 142 - 64 11 75 122 - 79 7 86 135 - 92 10 102 147 - 87 19 106 152 - 99 18 117 175 - 77 15 92 152 - 75 20 95 134 355 62 417 D 0 9 m z 9- ATTACHMENT C 2003 Edition as r,_ > 500 2 U QO 400 W W� Cl 0- 300 ~d cc W z J 200 20 1� 100 W 2 C3 Figure 4C-1. Warrant 2, Four -Hour Vehicular Volume I I I I I 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE I I ,1 LANE & 1 LANE *115 *80 300 400 500 600 700 800 900 1000 1100 1200 1 300 1400 MAJOR STREET —TOTAL OF BOTH APPROACHES — VEHICLES PER HOUR (VPH) *Note: 115 vph applies as the lower threshold volume for a minor -street approach with two or more lanes and 80 vph applies as the lower threshold volume for a minor -street approach with one lane. Figure 4C-2, Warrant 2, Four -Hour Vehicular Volume (70 % Factor) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) 2 400 CL 2 Q 300 w0 WIL Ir e- a (n W 200 0 02� ZJ 20 too 1C W 2 —2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 L�1LANE 200 300 400 500 600 700 800 900 MAJOR STREET —TOTAL OF BOTH APPROACHES — VEHICLES PER HOUR (VPH) 'Note: 80 vph applies as the lower thresholdvolume for a minor -street approach with two or more lanes an 60 vp pplies as the lower threshold volume for a minor -street approach with one lane. *80 *60 1000 November 2003 `,_ / Sect 4C.04 2003 Edition ATTACHMENT D = 600 a. = 500 U Q w 0 400 wW Wa U) Q 300 Cc O2 2 O 200 w 100 C7 Figure 4C-3. Warrant 3, Peak Hour 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE MAJOR STREET —TOTAL OF BOTH APPROACHES — VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor -street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor -street approach with one lane. *150 *100 Figure 4C-4. Warrant 3, Peak Hour (70% Factor) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) o_ U 400 wO Lu Q CC w 300 F- Q cc Oz 2 200 _ J :2O > fr 100 W C7 _ 2 OR MORE LANES & 2 i R MORE LANES — 2 OR MORE LANES & 1 LANE _ (�1 LANE & 1 LANE *100 *75 300 400 500 600 700 800 900 1000 1100 1200 1300 MAJOR STREET —TOTAL OF BOTH APPROACHES — VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor -street approach with two or more lanes and 5 v pplies as the lower threshold volume for a minor -street approach with one lane. November 2003 Sect. 4C.06 III. UNSIGNALIZED TURN LANE REQUIREMENTS A. LEFT TURN LANES - 2 LANE ROAD Left turn lanes for 2 lane roadways shall be required based on the following table. When required left -turn lanes shall be constructed in accordance with RW-3 of the PFM Volume II. Advancing Volume (VPH) (VPH) 5% 10% 20% 30% Opposing Left Turns Left Turns Left Turns Left Turns Volume < 40 mph Operating Speed 800 330 240 180 160 600 410 305 225 200 400 510 380 275 245 200 640 470 350 3051 100 720 575 390 340 50 MPH Operating Speed ;800 280 210 165 135 600 350 260 195 170 400 430 320 240 210 200 550 400 300 270 100 615 445 335 295 60 mph Operating Speed 800 230 170 125 115 600 290 210 160 140 400 365 270 200 175 200 450 330 250 215 100 505 370 275 240 Warrant,, fnr 1Pfr-hirn lanPPQ nn t;ar�_l ane E,u rr uy o. ("A Policy on Geometric Design of Highways and Streets", 1984, Page 823) Appendix 24 - Turn Lane Design Requirements Page 2 ATTACHMENT F TRIP GENERNION 7th Edition • Volume 3 of 3 TRIP GENERATION RATES, PLOTS AND EQUATIONS • Institutional (Land Uses 500-599) • Medical (Land Uses 600-699) • Office (Land Uses 700-799) • Retail (Land Uses 800-899) • Services (Land Uses 900-999) it� C Institute of Transportation Engineers General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 78 Average 1000 Sq. Feet GFA: 199 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 11.01 3.58 - 28.80 6.13 Data Plot and Equation F- 15,000 14,000 13,000 12,000 11,000 10,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 n yam' -- ... .... .... ...X- ... ..._ ...• i X ... ... ... ..._ - .. ... XX....#. �-X X- .... .... . • . -- :•X X-X. .... .... •... •-- . ... .... .. . XX :XX X ... .... .... .... .X.. .... .... .... .... ... x'K�C X • ............ . X......... ............... ....... :......;....................... :... : 400 500 600 700 800 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve Equation: Ln(T) = 0.77 Ln(X) + 3.65 0 100 200 300 900 1000 1100 1200 1300 ------ Average Rate R2 = 0.80 Trip Generation, 7th Edition 1158 Institute of Transportation Engineers General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour Number of Studies: 217 Average 1000 Sq. Feet GFA: 223 Directional Distribution: 88% entering, 12% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.55 0.60 - 5.98 1.39 Data Plot and Equation 4,000 3,000 0) 2,000 41 1,000 0 . . . . . . . . . . . . . . . . . . . . . . . . . . -- --------- .......... ........................ ..................... . ....................... ........... .............. X X..... ... .... ....... .................. ..................... X X X X X —X X X X N X X X 0 1000 2000 anon X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.80 Ln(X) + 1.55 7-rip Generation, 7th Edition R 2 = 0.83 1159 Institute of Transportation Engineers General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour Number of Studies: 235 Average 1000 Sq. Feet GFA: 216 Directional Distribution: 17% entering, 83% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.49 0.49 - 6.39 1.37 Data Plot and Equation w ,.-I ip 4,000 3,000 1,000 0 0 X ....................... ................. ........ .................. ................. ......... ....... ............. ........ X X X X.... ;X X ------- --- .......... --------------------- X I XX X X X X X XX X X X X X X X Actual Data Points 1000 2000 X = 1000 Sq. Feet Gross Floor Area - Fitted Curve Fitted Curve Equation: T = 1.12(X) + 78.81 3000 ------ Average Rate R 2 = 0.82 Trip Generation, 7th Edition A-i 1160 Institute of Transportation Engineers Medical -Dental Office Building (720) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 10 Average 1000 Sq. Feet GFA: 45 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area 5,000 x .............. x. .... , .... ..... .. X- : >C .. .... : .... ............ .... .... .. 0 10 20 30 40 50 60 70 80 90 100 110 120 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate FittP-rl rimvP_ Fnuatinn- T = 4n_RA(Xl - 214-A7 R2 = n_-Qn Trip Generation, 7th Edition 1190 Institute of Transportation Engineers Medical -Dental Office Building (720) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 21 Average 1000 Sq. Feet GFA: 39 Directional Distribution: 79% entering, 21 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 2.48 0.85 - 4.79 1.94 Data Plot anti Equation 300 c 200 W a H N U_ L (D N 0) M d Q 100 f— 0 rt 0 X. .X X X X X X 'X X . X . X X X, X X X X . X 10 20 30 40 50 60 70 80 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Equation: Not given 90 100 110 120 ------ Average Rate R2 = *�** Trip Generation, 7th Edition 1191 Institute of Transportation Engineers Medical -Dental Office Building (720) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 41 Average 1000 Sq. Feet GFA: 30 Directional Distribution: 27% entering, 73% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 3.72 0.97 - 8.86 2.50 Data Plot and Equation 500 400 300 200 100 10 20 30 40 50 60 70 80 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve Equation: Ln('T) = 0.93 Ln(X) + 1.47 90 100 110 120 ------ Average Rate R2 = 0.77 Trip Generation, 7th Edition 1192 Institute of Transportation Engineers CEA OFFICE PUD TRAFFIC GENERATION Phase I Phase II VTE/1000 Total VTE/1000 Total SF in K's SF VTE SF in K's SF VTE TOTAL Traffic ITE Code 710 - General Office Traffic Daily Trip Ends 7.2 x 11.01 = 79 Daily Trip Ends 14.4 x 11.01 = 159 238 AM Trip Ends 7.2 x 1.55 = 11 AM Trip Ends 14.4 x 1.55 = 22 33 PM Trip Ends 7.2 x 1.49 = 11 PM Trip Ends 14.4 x 1.49 = 21 32 CIVIL U IGIMMPU IG, ASSOCIPVIES, IN IC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 April 12, 2007 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility and PUD 1110 Hinesburg Road at the Meadowland Business Park Preliminary and Final Plat PUD Application Dear Ms. LaRose: Thank you for taking the time to review the rear setback issues associated with the proposed planned unit development. If you recall, we originally approached the Development Review Board with the concept for a 20,000 SF building located on the east side of Mr. James Rowley's property. After reviewing the impacts of this structure on Mr. Rowley's property, we reduced the mass of the proposed 20,000 SF building by creating two smaller buildings and reducing the total square footage to 14,400 SF. In order to minimize the impact of this new orientation on Mr. Rowley we sought to place the buildings as far from his property as possible. As a balance between maintaining a reasonable setback from the undeveloped portions of Lot 1 to the east and Mr. Rowley's property to the west, we are seeking a waiver of 15' in the rear yard setback from 50' to 35' to achieve this goal. We have reviewed this request with the Lot 1 owner (represented by John Jaeger) and he is amenable to this request. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer Cc: CEA File 06248.00, J. Jaeger R\AutoCADD Projects\2006\06248\Permitting\Local\LaRosePrelimCEA2.wpd r MEADOWLAND BUSINESS PARK LIST OF ABUTTERS January 3, 2007 To the South Homer & Marie Dubois Mark and Kathryn Boucher 1405 Hinesburg Road 20 Knoll Circle So. Burlington, VT 05403 So. Burlington, VT 05403 Bradley L. Gardiner Terrance and Nancy Sheahan P.O. Box 21 24 Knoll Circle Colchester, VT 05446 So. Burlington, VT 05403 Gary and Nancy Lines Scott and Roberta Pennington 16 Knoll Circle 26 Knoll Circle So. Burlington, VT 05403 So. Burlington, VT 05403 Christopher and Theri Davis Larry and Ginette Brainard 18 Knoll Circle 28 Knoll Circle So. Burlington, VT 05403 So. Burlington, VT 05403 James and Sachi Rowley 1160 Hinesburg Road So. Burlington, VT 05403 To the North Burlington Properties, LTD Michael Gravelin c/o Dan Kalman 1060 Hinesburg Road P.O. Box 0210So. Burlington, VT 05403 So. Burlington, VT 05403 Malcom Willard Spaniel Properties, LLC 699 Nob Hill Road 1050 Hinesburg Road, Unit A Williston, VT 05495 So. Burlington, VT 05403 To the East Green Acres, Inc. Summer Ice Joint Venture, LLC 1269 Spear Street c/o Staige Davis So. Burlington, VT 05403 153 Summit Street Burlington, VT 05401 C Meadowland List of Abutters January 3, 2007 To the East cont. Munson Realty Chase Properties & Development, Ltd. 89 Shunpike Road P.O. Box 2283 Williston, VT 05495 So. Burlington, VT 05407 Super -Temp Realty Company, LLC 133 Elm Street, P.O. Box 277 Winooski, VT 05404 O'Brien Meadowlands, LLC O'Brien Brothers Agency, Inc. 1855 Williston Road So. Burlington, VT 05403 To the West The Rock of Greater Burlington 145 Pine Haven Shores Road Shelburne, VT 05482 Note: Land to the west of Hinesburg Road across from the Meadowland Business Park property is owned by the City of South Burlington. Arthur H. Rye and Bernice R. Brisson Arthur H. & Lexie R. Rye 1075 Hinesburg Road 1075 Hinesburg Road So. Burlington, VT 05403 So. Burlington, VT 05403 ---------------- r.. ram•-••--.� `ter/ dL yoUl Conve111e11Ce. � dU lel% 11 U111111e. ruction ,< :� WWW.sevendaysvt.Cl M [click on classifieds] ----------------- :R PIANO LESSONS Adult welcome! $20 per 45- lesson. 12 yrs. playing rs. teaching experience. in Burlington. Contact 02-860-1962. 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FREE MAKEOVERS Looking to ex- pand a cosmotology portfolio. E- mail me if you are interested in helping me out. Biotchgodtess@ aol.com ----------------------- Call to Artists ----------------------- ARTISTS interested in showing their work at the Daily Planet, please contact Heather, daily- planetl5@verizon.net or call Daily Planet, 802-862-9647 and leave a message 3-5 p.m. CONTEMPORARY ARTISTS! The Bundy Center for the Arts will fea- ture 4 Contemporary Artists this 2007/2008 season. Submit port- folio, Artist Statement/Resume. P.O. Box 158 Waitsfield, VT 05673 or info@bundycfa.org ----------------------- For Sale ----------------------- FABRIC PAINTING AND DYEING For the theatre. Book by Debo- rah M. Dryden. New, mint con- dition, paperback. (Cover pho- tographs in this posting in Art section of 7-Days website.) $25. 802-899-2305. SURFACE DESIGN FOR FABRIC s. Puzzles on page 39a. Book by Richard Proctor and Jen- nifer Lew. (Revised) New, mint - condition, paperback. (Cover photographs in this posting in Art section of 7-Days website.) $25. 802-899-2305. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, April 17, 2007 at 7:30 P.M. to consider the following: 1. Final plat application #SD-07- 18 of Cupola Golf Course, Inc. to amend a previously approved planned unit development consist- ing of three (3) 32 multifam- ily dwellings. The amendment consists of developing QHC lot #1 (4.53 acres) with: 1) two (2) 32 unit multi -family dweLtings, 2) a 40 unit congregate care housing facility, and 3) the existing indoor and outdoor recreational facility to be converted to a community building for the complex residents in the future, Quarry Hill Road. 2. Final plat application #SD- 07-19 of Lund Family Center for re -approval to amend a planned unit development consisting of 210 residential units, a 61 room hotel, a 20,000 sq. ft. movie theater building (1000 seats), a 22500 sq. ft. restaurant/medi- cai office/personal instruction school, a 3500 sq. ft. restaurant with drive -through service, and a bank with drive -through service. The amendment consists of: 1) establishing 2952 sq. ft. of day care facility use (28 children maxi- mum), and 2) reducing the square footage of personal instruction use from 2150 to 1914 sq. ft., 7 Fayette Road. 3. Preliminary plat application #SD-07-20 and final plat applica- tion #SD-07-21 of CEA Properties, LLC, for a planned unit develop- ment to: 1) subdivide a 46.42 acre parcel into two (2) lots of 49.42 acres and 3.055 acres, and 2) develop the 3.055 acre parcel with three (3) 7200 sq. ft. general office buildings and one (1) 1000 sq. ft. detached accessory struc- ture, 1110 Hinesburg Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. March 28, 2007 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, April 17, 2007 at 7:30 P.M. to consider the following: 1. Final plat application #SD-07- 22 of Dorset Street Associates to amend a previously approved planned unit development consist- ing of-' 1) 59 single family lots, and 2) 90 single family dwellings. The amendment consists of a request to increase the allowable maximum building coverage from 15% to 20% on lots # 1-7, 10-20, and 22-59, 1580 Dorset Street. John Dinklage, Chairman South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. March 28, 2007 STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY SS. CIVIL ACTION DOCKET NO. S3409- 06 TWO PROPERTIES, LLC Plaintiff V. Summons and Order for Publication MONA NAMAN and PATRICK MCANDREW (Address Unknown) Defendants To Defendant Patrick McAndrew: You are hereby summoned and required to serve upon Richard D. Hecht, Esq., plaintiff's attorney, whose address is, 233 Pearl Street, Burlington, Vermont, an answer to plaintiff's complaint in the above -entitled action within 41 days after the date of the first publication of this summons, which is March 21, 2007. If you fail to do so, judgment by default will be taken against you for the relief demanded in the complaint. Your answer must also be filed with the court. Unless otherwise provided in Rule 13(a),•your answer must state as a counter- claim any related claim which you may have against the plaintiff, or you will tharaaf+ar hn f.—A F...... Plaintiff's action is for recovery of rent arrearages, fees and property damages. A copy of the complaint is on file and may be obtained at the office of the clerk of this court. Chittenden County Court- house, Burlington, Vermont. STATE OF VERMONT CHITTENDEN SUPERIOR COURT DOCKET NO. CHITTENDEN COUNTY, SS. TO BANKNORTH, N.A., successor in Interest to Banknorth, N.A., Plaintiff, V. FRANCIS P. WILKINS, PENELOPE L. WILKINS, DENIS LINEHAN, AND JOHN AND/OR JANE DOE OCCUPANT(S). Defendant(s). SUMMONS AND ORDER OF PUBLI- CATION TO THE ABOVE NAMED DEFENDANT: Denis Linehan You are hereby summoned and required to serve upon MARI- KATE E. KELLEY, ESQ., plaintiffs attorney, whose address is 1233 Shelburne Road, Suite D-3, South Burlington, Vermont 05403, an answer to Plaintiff's Complaint in the above -entitled action within 41 days after the date of the first publication of this Summons, which is March 21, 2007. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your answer must also be filed with the Court. Unless otherwise provided in Rule 13(a), your answer must state as a counter- claim any related claim, which you may have against plaintiff, or you will thereafter be barred from making such claim in any other actioh. Y6UR ANSWER MUST STATE SUCH A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COMPLAINT IS FOR DAM- AGE COVERED BY A LIABILITY INSURANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the complaint, or if you believe that you have a counterclaim against the plaintiff, you may wish to consult an attorney. If you fell that you cannot afford to pay an attorney's fee, you may ask the clerk of the court for information about places where you may seek Legal assistance. Plaintiffs action is a Complaint in Foreclosure against property owned by Francis P. Wilkins and Penelope L. Wilkins located at 1707 Lake Road, Milton Vermont, and alleges that you have a junior Lien on the property being fore- closed and seeks to foreclose that Lien. A copy of the Complaint is on file and may be obtained at the office of the Clerk of this Court, Chittenden Superior Court, 175 Main Street, P.O. Box 187, Burling- ton, Vermont 05402-0187. It appearing from the Affidavit duly filed in the above -entitled action that service cannot be CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 12, 2007 Steve Vock Civil Engineering Associates PO Box 185 Shelburne, VT 05482 Re: 1110 Hinesburg Road Dear Steve: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on April 17, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, BetsyrDonough Plannng Assistant Encl. TY7'1 �, S Sewer, e s �� ��m r, is �� �� �a ✓� A V/67L.1/7. Permit Number SD-y 1 --' I CITY OF SOUTH BUFLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Munson Earth -Moving Corporation, c/o South Burlington Realty 85 Shunpike Road, Williston, VT 05495 Phone: 863-9039 Fax: 863-6395 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 651, Pas. 152-156 3) APPLICANT (Name, mailing address, phone and fax #) CEA Properties, LLC P.O. Box 485, Shelburne, VT 05482 Phone: 985-2323 Fax: 985-2271 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) David S. Marshall, P.E., CEA Properties, LLC P.O. Box 485 Shelburne VT 05482 Phone: 985-2323 Fax: 985-2271 5) PROJECT STREET ADDRESS 1110 Hinesburg_ Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-1110 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) Lot 1 - Undeveloped former farm. b) Proposed uses on property (include description and size of each new use and existing uses to remain) General Office: Building A 71200 SF Building Al 1,000 SF Accessory Building B 7,200 SF Building C 7,200 SF c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,200 SF proposed general office d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Building A - Slab on grade - 32' to top of gable Building B - Slab on grade - 32' to top of gable Building Al - 15' per So. Burlington Land Records R i in C Slab on.grade - �5' t4 top of .gable e) Number of residential umis �iT applicable, new units and existing units to remain) None f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Building A - 25 Employees - 1_c_omany vehicle Building B - 25 Employees; Building C - 26 Employees g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Lot lA is not encumbered by any overlay h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc, Proposed two lot subdivision. Lot lA - 3.06 acres, Lot 1 - 46.44 acres remainina. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? There are no delineated wetlands on the Lot lA property. Class II_I_wetlands abut the drainage way splitting the remaining portions of Lot 1. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No, except at the off -site drainage improvements near Meadowland Drive. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands 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). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: Lot 1 - 49.50 acres (acres /&;A.) Lot lA - 3.06 acres (prop.) Lot 1 - 46.44 acres (prop.) b) Building Coverage: Existing square feet 3.6 % Proposed square feet 10.2 % c) Overall Coverage (building, parking, outside storage, etc): Existing square feet 9.4 % Proposed square feet 41.0 d) Front Yard Coverage(s) (commercial projects only): Existing square feet 6.7 % Proposed square feet 7.0 % 10) AREA DISTURBED DURING CONSTRUCTION: 135,000 sq. ft. * *Projects disturbing more than on -half 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 acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking No waivers are requested. 12) COST ESTIMATES a) Building (including interior renovations) $ 2,195, 000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 29, 995 c) Other site improvements (please list with cost) Site preparation $3, 000; roads and parking $200,000; utilities $110,000; off -site drainage $5,000; site reclamation $72,000. 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) c) P.M. Peak hour for entire property (In and out) 14) PEAK HOURS OF OPERATION 15) PEAK DAYS OF OPERATION 16) ESTIMATED PROJECT COMPLETION DATE 3 aUl 33 32 7:00 A.M. to 5:00 P.M. Monday through Friday November, 2009 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. Please see attached list. 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat 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. 4m VW%l CA M-&Vln� *SI .l J0PROrPIjRTY Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: i Complete ❑ Incomplete 4 NA Permit Number SD- v -_ CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Munson Earth -Moving Corporation, c/o So. Burlington Realty 85 Shunpike Road, Williston, VT 05495 Phone: 863-9039 Fax: 863-6395 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 651, Pgs. 152-156 3) APPLICANT (Name, mailing address, phone and fax #) CEA Properties, LLC P.O: Box 485, Shelburne, VT 05482 Phone: 985-2323 Fax: 985-2271 4) CONTACT PERSON (Name, mailing address, phone and fax #) David S. Marshall, P.E. CEA Properties, LLC, P.O. Box 485, Shelburne, VT 05482 P 985-2323 F 985-2271 5) PROJECT STREET ADDRESS: 1110 Hinesburg Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-1110 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Lot 1 - Undeveloped former farm. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) General Office - Building A - 7,200 SF; Building B - 7,200 SF Building Al - Accessory 1,000 SF Building C - 7,200 SF c) Total building square footage on property (proposed buildings and existing buildings to remain) 22,600 SF New Building - no existing structures to remain. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Building A - 2 stories, 32' to top of gable roof. Building B - 2 stories, slab on grade, 32' to top of gable roof. Building C - 2 stories, slab on grade, 35' to top of gable roof. e) Number of residential units (if applicable, new units and existing units to remain) None f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Building A - 25 employees and one company vehicle Building B - 25 employees Building C - 26 employees g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): No overlay districts are applicable to h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: Proposed two lot subdivision of Parcel 1. Lot lA = 3.06 acres, Lot 1 = 46.44 8) LOT COVERAGE a) Building: Existing 3.6 % Proposed 11.0 % b) Overall (building, parking, outside storage, etc) Existing 9.4 % Proposed 41.0 c) Front yard (along each street) Existing 6.7 % Proposed 7.0 % 9) COST ESTIMATES a) Building (including interior renovations): b) Landscaping: $ 35,100 _ $ 755,000 c) Other site improvements (please list with cost): site preparation $3, 000 ; roads and parking $200,000; utilities $110,000; off site drainage improvements $5,000; site reclamation $72,000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out):_ 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 2 238 33 32 7:00 A.M. to 5:00 P.M. Monday through Friday November 2007 Phase I November 2009 Phase II 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. Please see attached list. 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I 1 " x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the 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. jIG1,ATbW OF APPLICANT (!74ATU"W(*ERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: P Com lete ❑ Incomplete P /7 p / �C,Owr C- .2a �,/� of Planning & Zoning or Designee Date CIVIL sI IGII IEt"MI IG A*'SOOUA rsS, fi IC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 March 26, 2007 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility and PUD 1110 Hinesburg Road at the Meadowland Business Park Preliminary and Final Plat PUD Application Dear Ms. LaRose: Civil Engineering Associates is seeking to construct its new office building on a 3.06 acre parcel to be subdivided from Lot 1 (49.5 acre) at the Meadowland Business Park. This application is seeking to both amend the Meadowland Business Park PUD with the proposed subdivision and to create a PUD on the new 3.06 acre parcel. The biggest change from the sketch site plan presented to the Development Review Board is the reduction in size of the proposed Phase II building construction from 20,000 SF to 14,400 SF. In order to further reduce the mass of the Phase II structure it has been divided up into two buildings of similar size and stature as that proposed for the phase I portion of the project. At your request, we have also clarified how this portion of Lot 1 will benefit from the previously permitted stormwater management system. In order to do so, it was necessary to create a grass lined swale to convey the stormwater around the perimeter of Lot 1 to the existing Detention Basin at the southeast corner of Lot 1. This has been reviewed with Tom DiPietro. To assist in your review of the application, we have summarized the Staff sketch plan outline of items to be addressed for the preliminary plat application submittal. 1. The South Burlington Water Department should review the plans prior to preliminary plat approval. After preliminary discussions with Jay Nadeau, it was agreed that the water main installation required as part of the East Mountain View site plan approval would be extended to the eastern property line of Lot 1A to enable future looping of the distribution system through Lot 1 of the Meadowland Business Park. This extension would occur as part of the Building B construction phase. Ms. Cathyann LaRose Page 2 of 6 March 26, 2007 2. The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. This application request has already been processed by the City. 3. The applicant shall submit grading and erosion control plans as part of preliminary plat application. Sheet C-1.3 depicts the proposed grading and drainage improvements while sheets C-3.0 through C-4.3 depict the EPSC plans, details and supporting narrative. 4. 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. We believe that the grading and EPSC plans meet or exceed the SBLDR requirements. 5. The plans shall be revised to indicate one-way travel, ingress only, in the western access to the subject lot. Painted arrows are now depicted on the site plan to indicate the direction of traffic flow. A directional signage plan will be submitted as part of the sign application package. 6. The plans shall be revised to continue the access easement from lot 1 across the eastern parking lot of the 3 acre lot, and connecting to the shared access from Hinesburg Road. This has been added to the plat plan, Sheet P-2. 7. The applicant shall provide a 20 foot easement along Hinesburg Road to the City of South Burlington. This 20 foot strip may begin at the existing State Right of Way of Hinesburg Road and should align with a similar approved recreational easement to the property to the north at 1100 Hinesburg Road. Landscaping may need to be revised accordingly. This easement is depicted on the site plan (Sheet C-1.3) and on the Plat Plan (P-2). 8. The South Burlington Fire Department shall review the plans prior to preliminary plat approval. Acknowledged. Ms. Cathyann LaRose Page 3 of 6 March 26, 2007 9. The City of South Burlington Stormwater Superintendent shall review plans prior to preliminary plat approval. Acknowledged. 10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All of the proposed utility extensions are depicted as being underground improvements. 11. The City Engineer shall review the plans prior to preliminary plat approval. Acknowledged. 12. The applicant shall submit plans showing proposed lighting locations and details (cut -sheets) as part of the preliminary plat application. Sheet SE-2.0 depicts the proposed fixtures and lighting levels. We have attached catalog cuts of the proposed exterior lighting fixtures. It should be noted that the under soffit lighting will be used at the entry ways and in the porch area. The lighting system has been designed to come on at dusk and turn off at 6:00 PM. When a motion sensor is triggered the lights in that vicinity will come on for 5 minutes. A manually set timer will enable employees leaving the building after 6:00 o'clock to have the parking lot lights on for 5 minutes to enable save travel to their vehicle. 13. The applicant shall submit elevations of the proposed buildings as part of the preliminary plat application. Elevations of the proposed office prototype and the proposed accessory building are included as plan sheets A-3 thru A-6. 14. The plans shall be revised to depict adequate screening surrounding the trash and recycling facilities. The proposed screening around the trash and recycling dumpsters will be a slatted chain link fence. Catalog cuts are enclosed and a detail is include don Sheet C5.3. 15. The applicant shall submit building costs as part of the preliminary plat application. The estimated building costs are outlined below: Building A 7,200 SF x $100/SF = $720,000 Building A-1 1,000 SF x $ 35/SF = $35,000 Building B 7,200 SF x $100/SF = $720,000 Buildina C 7,200 SF x $100/SF = $720.000 Total $2,195,000 Ms. Cathyann LaRose Page 4 of 6 March 26, 2007 16. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR, as part of the preliminary plat application. The landscaping plan depicted on Sheet L-1 and the details are on the Sheet C5.4 as prepared by Distinctive Landscaping. A schedule of the proposed plantings is on Sheet L-1. 17. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. The schedule of costs is included as an attachment to this letter. 18. The applicant shall specify the percentage of the parking area which is covered by landscaped islands. We have included a small site plan depicting the areas and percentage of landscaped islands. 19. The plans shall be revised to depict adequate snow storage areas as part of preliminary plat application. The snow storage areas are depicted on the landscaping plan. 20. The landscaping plan shall include any utility cabinets on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. The proposed utility cabinets are depicted on the Landscaping site plan with the requisite screening. 21. The proposed 1200 sq. ft. storage building shall meet all guidelines and limitations of Section 3.10 of the SBLDR pertaining to accessory structures and uses. The proposed accessory building has been reduced in size to 1,000 SF. We see no issues with compliance with section 3.10 of the SBLDR's. We have attached a spreadsheet identifying the roof heights for compliance with the 15' height limit. The attached plan package depicts the phased build -out of the site with the smaller CEA office building located closer to Hinesburg Road and the remaining two buildings to the east proposed as a later phase. Access will be shared with the East Mountain View Medical Office Building to the north off of Hinesburg Road consistent with one of the Conditions of Approval for that project As previously mentioned, the originally proposed 20,000 SF Building B has been redesigned into two 7,200 SF buildings (B & C). 52 spaces are depicted on the site Ms. Cathyann LaRose Page 5 of 6 February 12, 2007 plan for the second phase in addition to the future emergency access to be dedicated in favor of Lot 1. The proposed utilities to service the PUD will all be underground with gas, power, communications, and water all coming off of Hinesburg Road. Wastewater will be collected via a gravity sewer main and pumped via a private pump station to the existing gravity sewer collection system located off of the northeast corner of the East Mountain View project site. Stormwater management in the form of grass -lined treatment swales along the perimeter of the building will be used to provide greater treatment levels than that originally conceived for this lot in the originally issued stormwater permit for the Business Park The State Stormwater Permit for the Meadowland Business Park does not require on -site peak flow mitigation as all of the flows from this lot drain directly to the detention basin on Lot 1. The plan set depicts the proposed off -site improvements on Lot 1 which will allow for full compliance of this requirement. The Stormwater Permit does limit the impervious areas to no more than 50% coverage of the lot. The future build -out of the site is in compliance with this requirement. We have met with Mr. James Rowley, the abutter to the south to review his concerns. Modifications to the original plan to reflect Mr. Rowley's concerns include the removal of the poplar trees on the south side of the "A Building" in favor of evergreen plantings as a screen between the two land uses. In addition, we have extended the gravity sewer collection system to his property to enable him to readily tie into the municipal system in case of failure of the existing on -site wastewater disposal system. Additional Information (Req'd per Article 14.05 D AL The anticipated cut and fill for the project is approximately 1,200 cubic yards. The amount of granular fill import to the site is estimated at 850 CY for Phase A and 3,400 CY for the remainder of the project. Total disturbance area is 3.0 acres on site and 0.3 acres off -site. The estimated cost for the site improvements is $200,000. Based upon the limited number of issues associated with the project, the applicant is seeking a consolidation of the preliminary and final plat hearings to facilitate project scheduling. Ms. Cathyann LaRose Page 6of6 February 12, 2007 Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 985- 2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Seven (7) Full Size and Nine 11" x 17" reduced Size Plan sets including: Cover Sheet L-1 Site Landscaping Plan Feb., 2007 P-1 Overall Plat Plan 3-26, 2007 P-2 Plat Plan 3-26, 2007 C-1.0 Overall Site Plan Feb., 2007 C-1.1 Site Improvements Plan Feb., 2007 C-1.2 Existing Conditions Plan Feb., 2007 C-1.3 Site Grading & Drainage Plan Feb., 2007 C-1.4 Site Grading & Drainage Plan Feb., 2007 C-1.5 Site Utility Plan Feb., 2007 SE-2.0 Site Lighting Plan Feb., 2007 C-3.0 EPSC Site Plan Feb., 2007 C-3.1-3.7 EPSC Phasing Plan Feb., 2007 C-4.0 EPSC Narrative Feb., 2007 C-4.1 EPSC Specifications Feb., 2007 C-4.2 - 4.3 EPSC Details Feb., 2007 C-5.0 - 5.4 Details Feb., 2007 L-5.5 Landscaping Details Feb., 2007 C-6.0 - 6.3 Specifications Feb., 2007 A-4/A-7 Building Elevations Feb., 2007 Preliminary Plat Applic. (w/ fee for 2 lots x 150/lot + $10 + $500 + $10 = $820) Final Plat Application (w/ fee $500 + $10 filing = $510) Letter to Nadeau Lighting Cut Sheets, Screening Cut Sheets Landscaping Cost Estimate,10% Parking Island Calculation Traffic Study, Trip End Generation Calculation Building Height Calculation cc: CEA File 06248.00; J. Jaeger (w/encl) P:\AutoCADD Projects\2006\06248\Permitting\Local\LaRosePrelimCEA.wpd I I IlCEtVR IFE E I i I sd q l�MS c q ij PROPBORAGE B Al P�P�os FE 3 2 PN kPN FFE 392 PG MULCHED AREA (TYP.) PN P IN mm I MS SED UILDING PARKING - 9624 sf MS 0 _ �n z o w 0 ti D m m D m i P I i P F *pG 0 • SNOWw STORAGE rr PN AREA TO(5) ❑ PN ROWLEY AR AR AR 1 t 1**NOW** S STORAGE +_.__.1a.. AREA II ]PROPOSED -- -- -- AR OFFICE BUILDING PN AR 7,200 5F IF -- -� FFE 386.10 0APN(3) R AR PC(3, SITE ENGINEER: r �F CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SNELBURNE, VT 05482 802�D 2323 FWC 802-8852221 web: www.bee-A. DR ® .007 - ♦LL RIa018 AYG11m DD N PJM/MJW DSM ePrmm SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT I mn I CN m. I R6VIRION I PARKING LOT GREEN SPACE CALCULATION D_ DIU1fING NIIIIDER MAR., 2007 5` N.T.S. PGC PD NO. 06248 �- 1 rw 1Gs. r1/f/ T. P,ahT oAP: T�-NhION PEA-P�. and/�vv r�o�T: N. CON. 15ubml I I tU t5y TYPICAL CORNER TYPICAL SLAT KNUCKLED POST DETAIL SELVAGES DETAIL (Fabric wrapped at corner (Top and Bottom) DRAWING NO. and fastened with wire ties) 3 1/2" x 5" Mesh w/Supreme Privacy Slats (Pre -Inserted in Fence) DATE Version i.S 02000 Privacy Link M rights reserved. CEA PROPERTIES, LLC Planned Unit Development T Landscape Schedule Phase Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs AR Acer rubrum Red Maple 2.5" 3 $ 634.81 $ 1,904.43 AA Amelanchier'Autumn Brilliance' Serviceberry 1.51, 4 $ 406.36 $ 1,625.44 GT Gleditsia triancanthos'Halka' Halka Thornless Honeylocust 2.5" 2 $ 634.81 $ 1,269.62 MS Malus sargentii Sargent Flowering Crabapple 1.5" 6 $ 406.36 $ 2,438.16 PG Picea glauca White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 PN Pinus nigra Austrian Pine 60" Ht 5 $ 252.94 $ 1,264.70 Si Spiraea japonica 'Neon Flash' Neon Flash Spirea 18" Ht 15 $ 45.98 $ 689.70 SV Spiraea vanhouttei Vanhoutte Spirea 24" Ht 6 $ 69.73 $ 418.38 S Syringa vulgaris Common Purple Lilac 48" BB 2 $ 122.23 $ 244.46 TC Taxus cuspidata 'Nana' Dwarf Jap. Spreading Yew 18" Ht. 10 $ 84.23 $ 842.30 TO Thuja occidentalis 'Nigra' Dark American Arborvitae 60" Ht 10 $ 202.63 $ 2,026.30 Proposed Total Trees/Shrubs Cost $ 14,287.33 Phase II Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs AR Acer rubrum Red Maple 3" 9 $ 833.06 $ 7,497.54 GT Gleditsia triancanthos 'Halka' Halka Thornless Honeylocust 3" 4 $ 836.06 $ 3,344.24 PG Picea glauca White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 MS Malus sargentii Sargent Flowering Crabapple 1.5" 4 $ 406.36 $ 1,625.44 PN Pinus nigra Austrian Pine 60" Ht 6 $ 252.94 $ 1,517.64 Proposed Phase 2 Total Cost TOTAL LANDSCAPING COST Required Landscaping $720,000 Building A $35,000 Building A-1 $720,000 Building B $720,000 Building c $2,195,000 Total Required Landscaping Expenditure First $250,000 of Building Cost 3% x 2nd $250,000 of Building Cost 2% x Remaining Building Cost 1 % x Total Required Landscaping $7, 500 $5,000 $16 950 $29,450 $ 15,548.70 1 $ 29,836.03 1 Building Height Summary Roof Ridge Line Onl Building Avg Exist. Grade Finish Floor Elev. (FT) Eave Height (FT) Roof Height '(FT) Half Roof Height (FT) Half Roof Elevation (FT) Bldg Height (FT) Allow Bldg Height A 391.51 396.01 19.6 31.9 25.751 421.751 30.251 40 B 385.51 387.71 19.61 31.9 25.751 413.451 27.951 40 C 381.71 386.11 19.61 31.9 25.751 411.851 30.151 40 Roof Ridge Line with Cupola 6.7 = Heigth of Cupola (FT) Building Avg Exist. Grade Finish Floor Elev. (FT) Eave Height (FT) Roof Height '(FT) Half Roof Height (FT) Half Roof Elevation (FT) Bldg Hei ht (FT) Allow Bldg Height A 391.5 396.0 19.6 38.6 29.1 425.1 33.6 40 B 385.5 387.7 19.6 38.6 29.1 416.81 31.3 40 C 381.7 386.1 19.6 38.6 29.1 415.21 33.51 40 Accessory Building Finish (FT) (FT) '(FT) (FT) Half (FT) Avg Exist. Floor Eave Roof Half Roof Roof Bldg (FT) Allow Building Grade Elev. Height Height Height Elevation Height Bldg Height A-1 1 3911 392.0 9.5 18.4 13.95 405.95 14.95 15 OK OK OK OK OK OK OK CEA Properties, LLC P.U. D Parking Lot Green Space Calculations Phase I Parking Lots < 26 spaces No Green Space Analysis Required Phase II Parking Lot 23,583 Total Pavement Area (SF) 2,358 Required Green Space Area (SF) Area Description 450 A 1,333 B 447 C 260 D 2,490 Total Green Space Island Area Provided (SF) Parking Lot Tree Screening 52 Number of Parking Spaces 5 Number of Spaces per Tree 10.4 Required Number of Trees 12 Number of Perimeter Trees Provided Light❑Space❑Design Looking at our environment in a whole new light March 26, 2007 Mr. David Marshall Civil Engineering Associates P.O. Box 485 Shelburne, VT 05482 Subject: CEA Office Site Lighting Plan Dear David; Attached is a site lighting plan layout with both the CEA building and future tenant sites included. I have separated the two areas statistically, and have calculated the following lighting metrics based on a 10' x 10' grade level illuminance grid. CEA Site Visitor Parking Lot/Sidewalk Statistical Area: Employees Parking Lot/Sidewalk Statistics: Future Site Development Area Tenant Parking Lot/Sidewalk Statistical Area 0.92 fc average 0.25 fc minimum 2.84 fc maximum 11.60 Max/Min ratio (20 or less is best) 0.74 fc average 0.14 fc minimum (remote corner) 3.71 fc maximum (near bollard) 25.13 Max/Min ratio 1.09 fc average 0.11 fc minimum (remote corner) 5.18 fc maximum (near bollard) 45.57 Max/Min ratio Maintained illuminance levels are well below South Burlington's maximum average illuminance of 3.0 fc. with maximum pole height of 20'. All fixtures also meet glare restrictions by being full cut-off type. The CEA tenant entry drive, and the lighting of that drive is shared with the neighboring commercial property to the north. Light trespass (indirect glare) at all other property lines is below 0.1 fc as shown on the photometric plan. IESNA Guidelines for parking lot lighting include minimum horizontal illuminance requirement of 0.2 footcandles and a Maximum/Minimum ratio not -to -exceed 20:1. While this site plan does not strictly conform to those guidelines due to the use of the lower mounting height of luminaires on poles and bollards, this lighting scheme is an effective solution for this site for the following reasons. Lower light levels and lower light mounting heights are desired by Civil Engineering Associates at their building site, to de-emphasize parking areas at the highest portion of the site. Indirect lighting of the near edge of the parking lot with cut-off type bollards is not calculated in the computed photometric analysis. Only direct illuminance is included in site calculations. When the indirect lighting effect of the bollards is seen in practice, the site will appear to have more light near ground level than is evident from the plan. Higher illuminance ratios are a function of lower pole mounting heights, which reduce illuminance at remote parking lot corners, as well as higher illuminance from metal halide bollards. Metal halide is used for non -building mounted site lighting due to reliable starting in very cold temperatures. Site lighting consists of a combination of pole mounted cut-off luminaires, low -to -the -ground lighting bollards, soffit lighting, and building mounted cut-off fixtures. The pole mounted luminaires are selected to direct lighting efficiently over a broad area while restricting light output to less than 1 % above the horizontal plane. 150w metal halide pulse start technology is utilized for the pole mounted luminaires. Pole mounted luminaires near the entry drive and visitor's parking lot are limited to 18' height. 20' poles are used for efficient parking lot illumination for the larger parking lots at the lower site elevations behind the CEA building, which are less visible from the street. Both types are on 2' pedestals. The bollards and soffit lighting or fagade mounted cut-off luminaires are used to light walkways immediately surrounding the building, as well as the building sides of parking lot. Use of bollards reduces the number of light poles required to provide adequate walkway and parking lot illumination. These 42" tall fixtures are well shielded above the horizontal plane. Bollards and fagade mounted luminaires use 50w metal halide lamps. Soffit lighting utilizes 42w compact fluorescent lamps in recessed lights with a regressed lens for minimal direct visual effect. This design meets the design intent of Act 250, Section 9f for energy efficiency and protection of the night sky from unwanted glare. If you have any questions regarding the design or specifications, please contact me at 802-862-1901. Thank you, Donna ban, AIA, LC Light/Space/Design 7 Iris Lane, S. Burlington, VT 05403 lightspd@comcast.net LUMINAIRE SCHEDULE Civil Engineering Associates Hinesburg Road, So. Burlington, VT Type Catalog Number Description Lamp Pole Height Alternate Acceptable Manufacturer 18SAR315 Kim Lighting Single arm Type 3 cutoff 150w Pulse Start 18' Gardco 1SA/SAR3/150PSMH120/DB- luminaire on 18' pole. metal halide, Gullwing P/PRA16-4188SA/DB-P 4000K 20SAR315 Kim Lighting Single arm Type 3 cutoff 150w Pulse Start 20' Gardco 1SA/SAR3/150PSMH120/DB- luminaire on 20' pole metal halide, Gullwing P/PRA20-4188SA/DB-P 4000K 202SAR315 Kim Lighting Double Arm Opposite with Type 150w Pulse Start 20' Gardco 2SB/SAR3/150PSMH120/DB- 3 cutoff luminaire on 20' pole metal halide, Gullwing P/PRA20-4188SA/DB-P 4000K 3.5SL5 Kim Lighting Light bollard with cutoff optics 50w Pulse Start 3.5' SL1/50MH120/DB-P at 3.5' mounting height metal halide 4000K R42F Gardco Designer Canopy Recessed soffit light 42w compact 9' estimated Prescolite 220/F/42TRF/120/BRP/RS fluorescent with LFHL-V9- cold temperature 50MH (metal start halide) SL50 Kim Lighting Cutoff surface mounted fagade 50w Pulse Start 10' estimated SW1/50MH120/DB-P light metal halide 4000K Ordering Information The Small Archetype' Ordering Example: For Standard Fixture and Pole SAR Medium Base 70 to 175 Watt Mounting Fixture Electrical Module Finish Options f- Pole VSF Option 1 SA / SAR2 / 175MH120 / BL-P / A-30 / PSA16-4125SA / BL-P / VSF-1 SA See separate Kim Pole Catalog. Omit for 1 W Wall Mount. Mounting: 3SY configuration is available Plan View: - N + Wall Mount for round poles only. EPA: 0.7 1.4 1.2 1.9 1.9 2.5 n/a Cat. No.: iSA 2SB 2SL 3ST 3SY 4SC 1W Fixture: Horizontal Lamp Cat. No. designates SAR fixture light distribution. = and I See the Kim Site/Roadway Optical Systems Catalog for Flat Lens detailed information on reflector design and application. Light Distribution: Type II Type III Type IV Type V Forward Throw Square Full Cutoff Full Cutoff Full Cutoff Full Cutoff Cat. No.: SAR2 SAR3 SAR4 SAR5 3 Electrical Module: 70HPS120 100HPS120 150HPS120 HIPS = High Pressure Sodium 70HPS208 100HPS208 150HPS208 70HPS240 100HPS240 150HPS240 MH = Metal Halide 70HPS277 100HPS277 150HPS277 70HPS347 100HPS347 150HPS347 Lamp Lamp Line --- -— --- Watts Type Volts 70MH120 10OMH120 15OMH120 175MH120 150 HPS 120 7OMH2O8 10OMH2O8 150MH2O8 175MH2O8 7OMH240 10OMH240 15OMH240 175MH240 7OMH277 I OOMH277 15OMH277 175MH277 7OMH347 t00MH347 150MH347 175MH347 4 Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors' Super TGIC powder coat paint Cat. No.: BL-P DB-P LG-P PS-P WH-P CC-P over chromate conversion coating. 'Consult representative for custom colors. 5 Optional Photocell Cat. No. and A-30 120V Mounting Configuration - Control: Line Volts: A-31 208V Not available for 1 W Wall Mount. A-32 240V * - Fixture with Photocell 1 SA Sensor 2SB S SEr s+S A-33 277V qiiilliS A-35 347V S - slave unit(s) , Photocell 2SL 3ST,A3SY 4SC Sensor No fixture wattage limit. 6 Optional Convex Glass Cat. No.: CGL Tempered convex glass lens replaces standard flat lens. Lens:1�7 Convex Lens Optics become cutoff. to 14 KIM LIGHTING It i Uptlonal Polycarbonate �, Cat. No.: LS Polycarbonate Lens replaces standard tempered glass lens. Lens: See "CAUTION" on page 17. Polycarbonate Lens Optional Houseside Cat. No.: HS Recommended for use with clear lamps only. Effectiveness is Shield: - reduced for coated lamps. Not for use with Type V light HS for distributions. flat lens Cat. No.: HSC For use with all fixtures with convex glass lens. Not for use with HSC for Type V light distributions. convex lens or polycarbonate lens Optional Tamper- Tamper -Resistant Cat. No.: TL Standard die-cast latch is provided with a captive 10-32 stainless Resistant Latch: Latch steel flat socket -head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons. Optional Horizontal Cat. No.: HSF Replaces standard mounting arm with a slipfitter for mounting Slipfitter Mount: J to a horizontal pole davit -arm with 2" pipe -size mounting end Slipfitter (23/W O.D.). Special Options for Cat. No.: AF Air Filter to allow ventilation through the optical chamber. Street Lighting: Poles: See Kim Pole Catalog for a complete selection of square and round poles in aluminum or steel. Optional Vertical Slipfitter Mounts: Cat. No. -<Z: VSF-1SA Cat. No SVSF-lSA Mounting Configuration Allows standard fixture and arm 1SA - Single arm mount to be mounted to poles having a VSF-2SB SVSF-2SB 2SB 2 at 180' 2" pipe -size tenon (23/8" O.D. x 4Yz" VSF-2SL SVSF-2SL 2SL - 2 at 90' min. length). VSF-3ST SVSF-3ST 3ST - 3 at 90' Round VSF-3SY Square 3SY - 3 at 120' VSF-4SC SVSF-4SC 4SC - 4 at 90° K/M LIGHTING 195 u U0vITc�U-�v1� � 9", f u u� See the Kim Site / Roadway Optical Systems Catalog for complete details and explanation of optical system features. Horizontal Lamp Available in Type 11, Type III, Type IV, and Type V Square distributions. This flat lens system provides maximum cutoff control and very good uniformity. Sealed optics and performance die-cast reflector technology allow this horizontal lamp optical system to maximize lamp output. An optional houseside shield is available for Types II, III, and IV distributions. An optional convex lens offers increased lens presence, a subtle improvement in uniformity, and increased effectiveness of houseside shielding. Full Cutoff The Archetype utilizes a horizontal lamp orientation with a flat glass lens to produce full cutoff with zero light above 900 horizontal. In addition, the reflector system has been carefully engineered to provide maximum pole spacing with outstanding visual uniformity. The primary reflector panels are highly specular to achieve precise lamp arc reflections toward the proper areas on the ground. Excessive straight -down illumination is avoided by the elimination of downward reflecting surfaces. A. High -angle maximum candlepower and sharp cutoff are produced by the smooth specular side panels. B. A specular peened upper reflector spreads light into the mid- range, gradually increasing the intensity toward higher angles while avoiding any low -angle reflections. C. At low angles, bare lamp illumination is more than adequate. The elimination of downward reflecting surfaces greatly in- creases uniformity. Horizontal - — ;pp, Lamp ---- Flat Lens Full Cutoff Optics Type 11 Type III Type IV Type V Optional Convex Lens Cutoff Optics 1. Typical horizontal lamp luminaires produce excessive straight - down illumination in relation to the side throw. This causes poor uniformity. 2. The Archetype reflectors have reduced straight -down illumination with increased side throw. This produces excellent pole spacing and uniformity. A 6 K111101 LIGHTING Features t Optical System A'� �` Rotatable Optics All Archetype reflectors are field rotatable in 900 increments. This allows design flexibility in producing very high illumination levels for special applications or for maintaining a consistent fixture orientation throughout the site. Each reflector is labeled to show the orientation of the light pattern, and can be field adjusted. Rotatable reflectors allow design flexibility to maintain a consistent fixture orientation throughout the site. 0 For applications requiring high light levels, such as tennis courts, and automobile dealerships, reflectors can be aimed in parallel to double illumination levels. Totally Sealed Optics Kim optical systems stay clean for two reasons. First, only one piece silicone gaskets are used, which have high memory retentive qualities and very low outgassing. Second, the optical chamber is completely sealed from all moisture, air and insect entry both externally and internally. Moisture, air and insect barrier. T Alk 8 KIM LIGHTING Site Lightforms SL1 Model 50 to 70 watt H.I.D. Medium Base Lamps 42 watt Compact Fluorescent SL1 Maximum weight: 37 lb Specifications SL1 Head: One piece cast aluminum, 3/V wall thickness with external reveal unifying head and shaft. Attachment to shaft is by four bolts concealed within the head. Shaft: One piece extruded aluminum with internal tracks for attaching head and base. Base: One piece cast aluminum secured to shaft by four concealed stainless steel bolts. 3 /8" Reflector and Socket: Formed specular Alzale reflector panels secured to a harness which holds a porcelain medium base 4KV socket (H.I.D. and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single -ended twin tube sockets (13W Fluorescentl. P b Lens: Clear flat '/a" thick tempered glass retained by two stainless steel 9%, brackets, and four stainless steel, hex socket cap screws, fully gasketed. I Ballast: Factory mounted to rigid harness suspended from fixture head /' within the shaft. Wire leads supplied to base. H.I.D.: High power factor with L 81/2' BOLT CIRCLE DIA. starting temperatures of -20°F. for MH and -40°F. for HPS lamp modes. 13W Fluorescent: 120V 32°F. starting; 277V 0°F. starting. BASE PLAN 26W, 32W, 42W Fluorescent: High power factor with starting SL1 temperature of O'F. *36' OVERALL HEIGHT Anchor Bolts: Four %'x 1042" zinc plated L-hooks complete with AVAILABLE - CONTACT leveling nuts, washers, couplings, rigid pressed board template and KIM REPRESENTATIVE black stainless steel bolts. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. X 40 WIM LIGHTING ) Ordering Information Ordering Example: I Fixture: Cat. No. designates SL fixture. Electrical Module: HPS = High Pressure Sodium INC = Incandescent MH = Metal Halide PL = Compact Fluorescent See lamp and electrical data on page 65 for ballast types and characteristics. Lamp Lamp Line Watts Type Volts 50 MH 277 Coated lamps recommended. Luminaire Fixture Electrical Module Finish SU / 5OMH277 / WH-P Cat. No.: SL1 Site Lightforms 50HPS120 70HPS120 5OMH120 7OMH120 50HPS277 70HPS277 5OMH277 7OMH277 601NC120 13PL120' 42PL1202 13PL277' 42PL2081 42PL2402 42PL2772 'Two lamps required per fixture. 242PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50-60 Hz). NOTE: For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. Luminaire Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Super TGIC powder coat paint Cat. No.: BL-P DB-P LG-P PS-P WH-P CC-P over chromate conversion coating. Consult representative for custom colors. KIM LIGHTING 41 n Site Wallforms SW1 Model 50 watt H.I.D. Medium Base Lamps 42 watt Compact Fluorescent SWi Maximum weight: 8 lb 8 —12 /,4 Mounting Plate, r� 4 /z" `f Gasket, and Rope Caulk �— 4 Oc at gonal by Kim J-box in wall (by others) Specifications swi Head: One piece cast aluminum, 3/*s wall thickness with external reveal. Same as SL1 fixture head. Reflector and Socket: Formed specular Alzak' reflector panel secured to a harness which holds a porcelain medium base 4KV socket (H.I.D, and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single ended twin tube sockets (13W Fluorescent). Entire assembly is removable in one piece for access to mounting screws and is factory wired with a disconnect plug. Lens: Clear flat '/a" thick tempered glass retained by two stainless steel brackets, and four stainless steel, hex socket cap screws, fully gasketed. Ballast: Factory mounted to removable harness within fixture head. Wire leads supplied with disconnect plugs. H.I.D.: High power factor with starting temperatures of -20°F. for MH and -40°F. for HPS lamp modes. 13W Fluorescent: 120V 32°F. starting; 277V O'F. starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. Mounting Plate: Zinc plated steel for attachment to standard 4" octagonal Junction Box. Gasket provided between mounting plate and fixture plus rope caulk between fixture and wall. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet ISO 9001:2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. t 1152 WIM LIGHTING Ordering Information Site Wallforms Ordering Example: Luminaire Fixture Electrical Module Finish SW1 / 5OMH277 / WH-P Fixture: Cat. No. designates SW fixture. Electrical Module: HIPS = High Pressure Sodium INC = Incandescent MH = Metal Halide PL = Compact Fluorescent See lamp and electrical data on page 65 for ballast types and characteristics. Lamp Lamp Line Watts Type Volts 50 MH 277 Coated lamps recommended. Cat. No.: sW1 50HPS120 50MH120 50MH277 601NC120 13PL120' 42PL720' 13PL277' 42PL208' lap� 42PL240' 42PL2772 'Two lamps required per fixture. 242PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50-60 Hz). NOTE: For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. 3 Luminaire Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Super TGIC powder coat paint Cat. No.: BL-P DB-P LG-P Ps-P WI-P CC-P over chromate conversion coating. Consult representative for custom colors. KIM LIGHTING 953 L APPLICATIONS: The LFHL-V9 offers a rugged 9" vertically, lumped, lensed downlighting solution. Available in three different wattages, this luminaire is ideal for a wide variety of medium height ceiling applications includ- ing commercial, retail, and hospitality. HOUSING: Diecast aluminum heat sink and plaster flange..050" clear bright dip and anod- ized aluminum upper reflector. Prewired J-box suitable for through wiring. Thermal protector. Tenso-torque trim retaining mechanism. REFLECTOR: White diecost aluminum stepped regressed trim with black steps with choice of drop opal glass lense, tempered prismatic lense or fresnel tense. BALLAST: Encased and potted H.P.F. dual tapped magnetic 120V/277V high reactance autotransformer type ballast. Accessible from below ceiling. LAMP: One (1) 50W, 70W or 100W ED-17 coated metal halide lamp. Lamp furnished by others. Top relampable. HOUSINGS ❑ LFHL-V9-50MH 9" MH lensed downlight, (1) 50W ED-17 ❑ LFHL-V9-70MH 9" MH lensed downlight, (1) 70W ED-17 MH enclosed fixture ❑ LFHL-V9-100MH 9" MH lensed downlight, (1) 100W ED-17 MH enclosed fixture 1 Y-' Lensed MH Downlights LFHL-V9-50MH LFHL-V9-70MH LFHL-V9-100MH One 50W, 70W or 100W ED-17 Mogul Base MH Lamp 120V or 277V SOCKET: Medium base porcelain socket with nickel plated screw shell. INSTALLATION: 1113/,s^ Universal mounting brackets accept'/2" EMT conduit or P/2" lathing channels (by others), or Prescolite 24" bar hangers (B24 or B6). LABELS: UL, CSA listed for damp locations Approved for through wiring Thermally protected Non -type I.C. HOUSING OPTIONS ❑ DCB Auxiliary socket (see note on back page) ❑ FSDFA Fuse kit installed at factory ❑ OR Quartz restrike, not available with 277V 50W (see note on back page) ❑ 347V Contact factory I ite '.. [944 An Affiliate of Hubbell Lighting, Inc. BALLAST ❑ 50MHFE 50W 120V/277V FE magnetic ballast ❑ 70MHFE 70W 120V/277V FE magnetic ballast ❑ 100MHFE 100W 120V/277V FE magnetic ballast ❑ Silent Pak For Silent Pak ballasts, remove "FE" from ordering code DATE: TYPE: FIRM NAME PROJECT: Ceiling Cutout: 9's/16" Maximum Ceiling Thickness: 1'/e" For conversion to millimeters, multiply inches by 25.4 Not to Scale �•— 9" dia. —•) 11"dia. 273/e"� 1 Tl,d 83/32' 15'/<" 4� 11" 7 5/32" —12'/2"-� Note: Requires field adjustment for 2 x 2 installation. TRIM TRIM OPTIONS ACCESSORIES ❑ 8SRDOP Drop opal glass lense ❑ 8SRFR Fresnel glass lense LJ 8SRPR Tempered prismatic glass lense ❑ TLG Trim lense gasket (factory installed) ❑ TPS Tamper resistant (factory installed) ❑ TRG Trim ring gasket (factory installed) In a continuing effort to offer the best product possible we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Web: www.prescolite.com " Tech Support: (888) 777-4832 ❑ 824 Set of two (2) 24" bar hangers for T-bar ceilings ❑ 86 Set of two (2) bar hangers for ceiling joists up to 24" centers FSDFI Fuse kit for field installation LFR-HID-001 I I PHOTOMETRIC DATA LiteFrame - y-' Lensed MH Downlights LFHL-V9-50MH/70MH/ 100MH BALLAST DATA 50W 70W 100W 120V 277V 120V 277V 120V 277V Power Factor >90% >90% >90% >90% >90% >90% Regulation: Line Voltage + -5% + -5% + -5% + -5% + -5% + -5% Output Wattage + -10% + -10% + -10% + -10% + -10% + -10% Min. Ambient Starting Temp. -30aC -30aC -30aC -30aC -30aC -30aC Input Watts 72W 72W 94W 94W 125W 125W Input Amps .65 amp .30 amp .85 amp .37 amp 1 .1 amp 48 amp Sound Rating B B B B B B LAMP DATA Rated Watts 50W 70W 100W Rated lumens 3,000 4,800 7,900 Efficacy (LPW) 60 69 79 Rated Life 10,000 15,000 15,000 CRI 70 75 75 LFHL-V9-100MH/8SRDOP Drop Opal Glass Lense 100W ED-17, Rated Lumens: 8000 Spacing Criteria: 1.2 Efficiency: 47.2 % 200 400 600 800 1000 1200 1400 1600 CANDLEPOWER DISTRIBUTION CANDLEPOWER SUMMARY 900 Angle Mean as lumens 0 1449 750 5 1441 137 15 1384 392 25 1274 588 60- 35 1091 684 45 866 673 55 646 582 65 433 429 450 75 217 232 85 42 56 00 150 300 Test No. B1753A AVERAGE INITIAL FOOTCANDLES Multiple Units (Square Array) Ceiling 80% Wall 50% Floor 20% 100W ED-17 SPACING RCR1 RCR3 RCR7 8.0 61 47 31 9.0 48 57 24 10.0 39 30 20 11.0 32 25 16 12.0 27 21 14 CAFFFICIFNTS CIF 11T1117ATInN 7nr,n1 Cn..fh. M<fk-1 % Effective Floor Cavity Reflectance 70e/ 1 50e/ 1 30 k 1 10ek v o 201/ Effective Floor Cavity Rd-tonca - E rx $ b Wall Refleo-ce 70 5030 10 7050 30 10 50 30 10 5030 10 50 30 t 1 .52 .50 .48 .46 .51 .49 .47 .46 .d7 .45 .44 .45 .44 .43 .43 .42 .42 2 .48 .44 .41 .39 .47 .43 .41 ,39 A2 .40 .38 .40 .38 .37 .39 .37 .36 3 .44 .39 .36 .33 .43 .39 .35 .33 .37 .34 .32 .36 .34 .32 .35 .33 .31 4 .41 .35 .32 .29 .40 .35 .31 .28 .34 .31 .28 .33 .30 .28 .32 .29 .27 5 .37 .32 .28 .25 .36 .31 .27 .25 .30 .27 .24 .29 .26 .24 .28 .26 .24 6 .35 .29 .25 .22 .34 .28 .24 .22 .27 .24 .21 .26 .23 .21 .26 .23 .21 7 .32 .26 .22 .19 .31 .25 .22 A9 .25 .21 .19 .24 .21 .18 .23 .21 .18 8 .30 .23 .19 .17 .29 .23 .19 .17 .22 .19 .17 .22 .7 9 .16 .21 .18 .16 9 .27 .21 .17 .15 .27 .21 .17 . i 5 .20 .17 .15 .20 .17 .15 .19 .17 .14 10 .25 .19 .16 .13 .25 .19 .16 .13 .19 .15 .13 .18 .15 .13 .18 .15 .13 r rnt.-vr- s Wmn/ f vr:sKwr Test No. 51753A NOTES The DCB option uses a quartz T-4 lamp to provide emergency light during power outages. The DCB socket must be field wired into an auxiliary emergency power supply circuit for emergency use. Refer to www.prescolite.com for additional photometric tests (IES Files). The QR option uses a quartz T-4 lamp to provide light continuously during cold start or hot restrike until the HID lamp is at approximately 70% or more of its rated light output. Web: www.prescolite.com - Tech Support: (888) 777-4832 r e s c o I i t e 101 Corporate Drive, Suite L - Spartanburg, SC 29303 U.S.A. - Phone (864) 599-6000 Hubbell 4� (HUBBELL Prescolite is on affiliateta of Hubbell lighting, Inc., with represmtafivoi ofliws throughout North Amerim � � i Lighting, Inc. stscc 1944 Copyright ®2003 P-lit., All Rights Reserved 0 Specifications subject to change without notice. - Printed in U.S.A. • LFR+1fD001 - 04/03 i l � 1 DESIGNER CANOPY 200 SERIES RECESSED LUMINAIRES GENERAL DESCRIPTION: The Gardco Designer Canopy Luminaire is a family of downlight and wall wash ceiling mounted fixtures utilizing high intensity discharge and compact fluorescent lamps. The contemporary form housing is available in a variety of architectural finishes assuring compatibility with the building. Downlight optical systems are offered with prismatic or fresnel lenses and the wall washer is offered with a prismatic lens. The Designer Canopy Luminaire is suitable for outdoor applications and features rugged die cast construction, silicone seals and gaskets, and polyester powdercoat finishes. O R D E R I N G PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 220 P 100MH 120 NP F 220 P 50MH 120 BRP F Downlight Prismatic Lens 70MH 277 BLP RS 10OMH 347 WP 221 F 150MH NP Wall Wash Fresnel Lens 175MH BGP (Available with 220 units only) OC 50HPS Sc 70HPS 100HPS 150HPS 42TRF MH Metal HaIde HPS High Pressure Bochum TRF Triple Tube Compact Fluorescent FINISH: OPTIONS: BRP Bronze Paint F Fusing BLIP Black Paint RS Tamper Resistant Hardware NP Natural Aluminum Paint WP White Paint BGP Beige Paint OC• Optional Color Paint Specify RAL designation as shown in Color Selection Guide. ex. OC-RAL7024 SC Special Color Paint (Must suppiy color chip) TYPE PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gardoo Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. ® Copyright Gardoo Lighting 2001. All Rights Reserved. International Copyright Secured. 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 510/357-6900 in California Fax: 510/357-3088 sitelighting.com Genlyle Thomas Group LLC L I G H T I N G 79115.90402 DESIGNER CANOPY 200 SERIES RECESSED LUMINAIRES GENERAL: The Gardco Outdoor Canopy Luminaire utilizes compact fluorescent and high intensity discharge lamps. Housing is recessed in ceiling cavity and shallow trim assembly is surfaced mounted on canopy. Two downlight and one wall wash optical systems are available. HOUSINGS: Housing assembly features die cast aluminum plaster flange, formed steel ballast tray, adjustable mounting brackets, and steel housing cover. TRIMS: Die cast aluminum trim mechanically secures tempered glass lens. Hollow core, extruded silicone gaskets seal trim assembly to both housing and lens to permanently exclude insects, moisture, dust, and pollutants from Luminaire. OPTICAL SYSTEMS: Fresnel lens provides an even, symmetrical downlight distribution. Prismatic downlight lens creates an elongated lighting pattern. DIMENSIONS HID Units Compact Fluorescent Units Prismatic wall wash distribution provides uniform illumination on adjacent vertical surfaces. Cutout side trim on the Designer Canopy Luminaire allows light pattern on the wall to reach the ceiling line. ELECTRICAL: All HID luminaires utilize magnetic ballasts that are high power factor and designed for reliable lamp starting to -202 F. Medium base pulse rated sockets are glazed porcelain with nickel plated screw shells. All fluorescent luminaires utilize electronic ballasts that are high power factor and designed for reliable lamp starting to 0°F. Sockets are high temperature PBT with brass contacts. FINISH: Each luminaire receives a fade and abrasion resistant electrostatically applied, thermally cured, (TGIC) polyester powdercoat finish. LABELS: All luminaires have UL and CSA (or CUL) Wet Location labels. Gardco Lighting reserves the right to change matenais or modify the design of its product without notification as part of the company's continuing product improvement program. ® Copyright Gardco Lighting 2001. All Rights Reserved. International Copyright Secured. .58" 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 510/357-6900 in California Fax: 5101357-3088 sitelighting.com Genlyte Thomas Group LLC L I G H T I N G 79115-921402 C FEATURES The Designer Canopy Luminaire can bring exquisite style to otherwise ordinary spaces. Moreover the low brightness illumination will help to create a safer and more secure environment. Three Low Brightness Distributions All (3) optical systems feature deeply recessed lamp positioning to provide sharp visual cutoff to the lamp and lamp images at normal viewing angles. •� `*� f n � �µi I I _ d I" The fresnel lens provides an even, symmetrical downlight distribution. This is an ideal distribution for theatre entrances, lobbies and other covered wide area lighting applications. High Performance Lamps HID is the preferred outdoor lighting source for long lamp life, energy efficiency and low temperature starting. The Designer Canopy Luminaire utilizes High Intensity Discharge lamps up to 150W HPS and 175W MH. The prismatic downlight lens creates an elongated lighting pattern that uniformly illuminates covered pathways and walkways adjacent to buildings. Where instant starting and a less intense source of illumination is desired, the Designer Canopy Luminaire is also available for use with the popular 42W compact fluorescent lamp. The prismatic lens wall washer optical system uniformly illuminates adjacent vertical surfaces - free of streaks and striations. The downlight component concurrently provides high light levels on the pathway below. Rugged Fixture Construction Hollow core silicone gaskets exclude insects, moisture, dust, and pollutants from luminaire. Rugged die cast trim and tempered glass lenses deter casual vandalism. Tamper resistant hardware is optional. Polyester powdercoat finishes are fade and abrasion resistant. SPECIFICATIONS General: Electrical: The Gardco Designer Canopy Luminaire utilizes compact fluorescent and high All HID luminaires utilize magnetic ballasts that are high power factor and intensity discharge lamps. Housing is recessed in ceiling cavity and shallow trim designed for reliable lamp starting to -200 F. Medium base pulse rated sockets are assembly is surface mounted on canopy. Two downlight and one wall wash glazed porcelain with nickel plated screw shells. optical systems are available. Housings: All fluorescent luminaires utilize electronic ballasts that are high power factor and Housing assembly features die cast aluminum plaster flange, formed steel ballast designed for reliable lamp starting to 0°F. Sockets are high temperature PBT with tray, adjustable mounting brackets, and steel housing cover. brass contacts. Trims: Finish: Die cast aluminum trim mechanically secures glass lens. Hollow core, extruded Each luminaire receives a fade and abrasion resistant electrostatically applied, silicone gaskets seal trim assembly to both housing and lens to permanently thermally cured, (TGIC) polyester powder coat finish. exclude insects, moisture, dust, and pollutants from luminaire. Optical Systems: Labels: Fresnel lens provides an even, symmetrical downlight distribution. Prismatic All luminaires have UL and CSA (or CUL) Damp Location labels. downlight lens creates an elongated lighting pattern. Prismatic wall wash distribution provides uniform illumination on adjacent vertical surfaces. Cutout side trim on the wallwash model allows light pattern on the wall to reach the ceiling line. O R D E R I N G PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 220 Downlight P Prismatic Lens 50MH 120 BRP Bronze Paint F Fusing (Elongated Beam) 70MH 277 BLP Black Paint RS Tamper Resistant F Fresnel Lens 10OMH 347 BGP Beige Paint i Hardware I 150MH' WP White Paint I 175MH 50HPS NP Natural Paint OC Optional Color 221 Wall Wash P Prismatic Lens 70HPS (See Color Selection Guide) i 100HPS SC Special Color d 150HPSz (Provide Color Chip) 42W TRF Example: 220 P 1DOMH 277 WP F ANSI#Mani z ANSI#Crv; DIMENSION S HID Units Compact Fluorescent Units — 26.35 — o 11.38 --- - T 00 6.39 2.25 -- 013.27 19.02 -- o11.38 ° �f! 5.91 2.25 ro13.27 58 PHOTOMETRICS 220 DOWNLIGHT 150W Metal Halide Fresnel Lens Candela Values Horizontal Footcandles 15OW MH (12,600 Initial Lumens) 10' Mounting Height 15OW High Pressure Sodium Fresnel Lens I I I I 10' 20' 842 1.5 Candela Values Horizontal Footcandles 15OW HPS (15,800 Initial Lumens) 10' Mounting Height (----42W Compact Flourescent Fresnel Lens Candela Values 42W CF (3,200 Initial Lumens) Horizontal Footcandles 10' Mounting Height 150W Metal Halide Elongated Beam Candela Values at 01 and 901 Horizontal Footcandles, 15OW MH (12,600 Initial Lumens) 10' Mounting Height 150W High Pressure Sodium Elongated Beam I � I 10' 20' 842 1 .5 Candela Values at 01 and 901 Horizontal Footcandles 15OW HPS (15,800 Initial Lumens) 10' Mounting Height 42W Compact Flourescent Elongated Beam 200 400 600 800 Candela Values at 01 and 90° 42W CF (3,200 Initial Lumens) Horizontal Footcandles 10' Mounting Height \ \ � \2� \\ � � ��� � . . . . . . . . . .3>\ � � � \\\ \� \\� tam OMM The Gardco Designer Canopy Luminaire provides low brightness nighttime visibility, a magnificent daytime appearance, and �around the clock resistance to insects I and moisture. The Designer Canopy '.Lurhirna,ire is available with downlight or wall washing optical systems and utilizes long life HID or the popular 42 watt compact fluorescent lamp. The Gardco Designer Canopy Luminaire is semi -recessed, but fully elegant. For information on other new Gardco luminaires: Fascia Wash Fascia Forms LIGHTING 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 510/357-6900 in California Fax:510/357-3088 sitelighting.com © Gardco Copyright 2000 Genlyte Thomas Group LLC All Rights Reserved. International Copyright Secured. 79104-1511200 CEA PROPERTIES, LLC Planned Unit Development Landscape Schedule Phase Botanical Name AR Acer rubrum AA Amelanchier'Autumn Brilliance' GT Gleditsia triancanthos'Halka' MS Malus sargentii PG Picea glauca PN Pinus nigra Si Spiraea japonica 'Neon Flash' Sv Spiraea vanhouttei S Syringe vulgaris TC Taxuscuspidata'Nana' TO Thuja occidentalis'Nigra' Proposed Total Trees/Shrubs Cost Phase II Abbreviation Botanical Name Trees/Shrubs AR Acer rubrum GT Gleditsia triancanthos 'Halka' PG Picea glauca MS Malus sargentii PN Pinus nigra Proposed Phase 2 Total Cost TOTAL LANDSCAPING COST Required Landscaping Building Costs $720,000 Building A $35,000 Building A-1 $720,000 Building B $720 000 Building c $2.195,000 Total Common Name Plant Size City Cost Total Red Maple 2.5" 3 $ 634.81 $ 1,904.43 Serviceberry 1.5" 4 $ 406.36 $ 1,625.44 Halka Thornless Honeylocust 2.5" 2 $ 634.81 $ 1,269.62 Sargent Flowering Crabapple 1.5" 6 $ 406.36 $ 2,438.16 White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 Austrian Pine 60" Ht 5 $ 252.94 $ 1,264.70 Neon Flash Spirea 18" Ht 15 $ 45.98 $ 689.70 Vanhoutte Spirea 24" Ht 6 $ 69.73 $ 418.38 Common Purple Lilac 48" BB 2 $ 122.23 $ 244.46 Dwarf Jap. Spreading Yew 18" Ht. 10 $ 84.23 $ 842.30 Dark American Arborvitae 60" Ht 10 $ 202.63 $ 2,026.30 $ 14,287.33 Common Name Plant Size Qty Cost Total Red Maple 3" 9 $ 833.06 $ 7,497.54 Halka Thornless Honeylocust 3" 4 $ 836.06 $ 3,344.24 White Spruce 60" Ht 4 $ 390.96 $ 1,563.84 Sargent Flowering Crabapple 1.5" 4 $ 406.36 $ 1,625.44 Austrian Pine 60" Ht 6 $ 252.94 $ 1,517.64 Required Landscaping Expenditure First $250,000 of Building Cost 3% x $7,500 2nd $250,000 of Building Cost 2% x $5,000 Remaining Building Cost 1 % x $15,950 Total Required Landscaping $29,450 $ 15,548.70 $ 29,836.03 Ci ( CITY OF SOUTH BURLINGTON (DEVELOPMENT REVIEW BOARD 16 JANUARY 2007 Mr. Dinklage stressed that if there are parking issues, there will have to be discussion about shared parking with the neighbor to the north. Ms. Quimby moved to approve Preliminary Plat Application #SD-06-95 of Patrick Malone subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. Sketch plan application #SD-07-01 of CEA Properties, LLC, for a planned unit development to: 1) subdivide a 50-acre parcel into two lots of 3 acres and 47 acres, 2) develop the 3-acre parcel with a 7200 sq. ft. general office building with a 1200 sq. ftl detached accessory structure, and 3) Phase II to consist of constructing a 16,000 sq. ft. office building, 1110 Hinesburg Road: Mr. Marshall identified the location as Meadowlands Business Park. He showed the location of other buildings in the Park. Mr. Dinklage asked if this use still remains part of the whole PUD. Mr. Belair said it would come under the sewer allocation and traffic limitations (except traffic from this use will not exit from the main access point). All other uses that have been approved have been low traffic generators. Ms. LaRose added that there shouldn't be any other use using this curb cut. Mr. Marshall said they propose a "mini PUD" within the overall PUD for this entire lot, with the uses including the private home. The building would be 2 stories with a 20,000 sq. ft. footprint. Mr. Marshall showed the areas for parking. He also showed an aerial photo of the site with property lines superimposed. He noted that the existing barns would be removed. A row of trees identified on the photo would be maintained. Mr. Marshall showed an easement area to allow for emergency access. They are requesting no waivers. Mr. Dinklage questioned the use of the storm water retention pond on lot #2. He felt this was rather far away. Mr. Marshall said they will be handling treatment on site. There will be sheet runoff from this lot to the larger lot #1. Ms. LaRose noted that part of this area is being used for temporary storage of fill from the Kennedy Drive project. Mr. Dinklage said it is important that these piles of fill don't interfere with flow and aren't carried along with the flow of water. Mr. Rowley noted he has lived in the existing house for 35 years. He noted there had been snow storage on that site which took forever to melt. He said the flow of water comes from the Coffin property next door. Mr. Rowley was concerned that the first thing he will see from his deck is a storage area. He suggested moving it where the existing barn is. C CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 16 JANUARY 2007 Mr. Dinklage said the Board will want to see elevations at the next hearing. Mr. Rowley asked about a berm and about sight lines to get on to the road. Mr. Marshall said they were originally proposing a berm with a split rail fence. They would like to have some discussion about that. The new plan shows only a hedge. This can be pulled back to help with sight lines. Mr. Rowley also asked about flipping the phase 2 building with the parking area so as not block his views. Mr. Marshall said they also like views. Mr. Rowley said this development will change his whole life, and he is shocked by it. Mr. Plumeau said the Board has to remember that commercial development will be bumping up against long-standing residential uses and should keep such things as aesthetics and noise in mind. Mr. Bresee added that Hinesburg Rd. has become another entrance to South Burlington, and he wanted to be sure it didn't get to look like Williston Rd. Mr. Dinklage asked if there is a Hinesburg Rd. corridor study. Mr. Belair said it is a state road which complicates things. Mr. Plumeau said the State policy is to concentrate on maintenance and have the municipalities responsible for capacity issues. He felt the Board has to look very seriously at this because the city will probably be stuck with the bill to make it work. Mr. Bresee said the Rec Path Committee is in the process of identifying major "flow throughs" and Hinesburg Rd. is one of them. Mr. Belair noted the applicant wants to combine Preliminary and Final Plat. Mr. Dinklage stressed this would be at their own risk. As there was no further business to come before the Board, the meeting was adjourned at 9:00 P.M. -Al E g, Clerl Date -5- r SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 February 7, 2007 Dave Marshall Civil Engineering Assoc. PO Box 485 Shelburne, VT 05482 Re: DRB Minutes Dear Mr. Marshall: For your records, enclosed is a copy of the approved minutes from the January 16, 2007 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, —i�eN �� h Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 11, 2007 Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: #SD-07-01 1110 Hinesburg Road Dear Dave: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, January 16, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assistan Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 9, 2007 \drb\sub\CEAProperties\sketch Application received: January 3, 2007 1110 HINESBURG ROAD SKETCH PLAN APPLICATION #SD-07-01 nda # 9 Meetina Date: January 16. 2007 Owner Applicant Munson Earth Moving Corp CEA Properties LLC C/o South Burlington Realty Inc. 928 Falls Road 85 Shunpike Road PO Box 485 Williston, VT 05495 Shelburne, VT 05482 Engineer Property Information Civil Engineering Associates Tax Parcel 0860-01110 928 Falls Road Industrial & Open Space District PO Box 485 50 acres Shelburne. VT 05482 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\CEAProperties\sketch CEA Properties, hereafter referred to as the applicant, is seeking sketch plan review for a planned unit development to: 1) subdivide a 50 acre parcel into two (2) lots of 3 acres and 47 acres, 2) develop the 3 acre parcel with a 7,200 sq. ft. general office building with a 1,200 sq. ft. detached accessory structure, and 3) Phase II to consist of constructing an 16,000 sq. ft. office building, 1110 Hinesburg Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on January 3, 2007 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed**. Min. Lot Size 3 acres 3 acres Max. Density n/a n/a Max. Building Coverage 30% 9.8% Max. Overall Coverage 50% 40.7% Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. _ Max. Building Height 35 ft. 33 ft. Front Yard Coverage 30% 6.8% 4 n/a SUBDIVISION CRITERIA zoning compliance no residential units proposed at Phase II build -out 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. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\sketch 1. The South Burlington Water Department should review the plans 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. 2. The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. 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. The applicant has not yet submitted grading and erosion control plans. 3. The applicant shall submit grading and erosion control plans as part of preliminary plat application. 4. 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 this property is proposed via a two-way 24' drive off of Hinesburg Road to be shared with the abutting property to the north. The applicant is proposing two accesses to the subject lot from this shared access: 1) a western access which is approximately 15' in width and 2) a southern access which is approximately 24' in width and would also be used to access a proposed future office building on the southeast corner of the 3 acre lot. Staff finds this access plan acceptable. However, the western entrance should be marked for one way travel, ingress only. 5. The plans shall be revised to indicate one-way travel, ingress only, in the western access to the subject lot. The applicant is also proposing an access easement across the 3 acre lot to the resulting 47 acre lot. Staff finds this acceptable at this time. This is merely an access easement which will provide for legal means of access at such time as it may be deemed necessary. At such time as the 47 acre lot is developed, the Board will then have the ability and forum to discuss the actual access to that piece. Although it may be that this access easement is never used, it should still be provided for on the plans. 6. The plans shall be revised to continue the access easement from lot 1 across the eastern parking lot of the 3 acre lot, and connecting to the shared access from Hinesburg Road. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\sketch The official city map projects a future recreational path or bike lane to be built along the eastern side of Hinesburg Road. The applicant should provide a 20 foot easement to the City of South Burlington, along the existing state Right -of -Way of Hinesburg Road. 7. The applicant shall provide a 20 foot easement along Hinesburg Road to the City of South Burlington. This 20 foot strip may begin at the existing State Right of Way of Hinesburg Road and should align with a similar approved recreational easement to the property to the north at 1100 Hinesburg Road. Landscaping may need to be revised accordingly. 8. The South Burlington Fire Department shall review the plans prior to preliminary plat approval. According to the ITE Trip Generation Manual, 7th Edition, the 7,200 square feet of general office use is estimated to generate 10.73 P.M. peak hour trip ends. The 16,000 square foot office building proposed for stage 2 is estimated to generate 23.84 P.M. peak hour vehicle trip ends. There are no vehicle trip ends associated with the accessory storage structure. Thus, the total project is estimated to generate 34.57 P.M. 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. The 3 acre lot does not appear to contain any wetlands, streams, or other unique natural features. The applicant should provide wetlands delineation at such time as any development is proposed for the 47 acre lot which does appear to contain wetlands. 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. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. 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. The open spaces on this property are largely limited to the perimeter of the lot. This should allow for the creation of open spaces between adjoining parcels. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\sketch 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. Staff has already stated that the Fire Chief shall review the plans. 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 applicant is proposing a stormwater retention pond on the property. The applicant is also proposing to utilize stormwater management which exists on Lot 2 at Meadowland Business Park (472 Meadowland Drive). The applicant has also stated that they will provide grass -lined treatment swales along the perimeter of the building. At such time as greater details are available, the City's stormwater superintendent should review the plans. 9. The City of South Burlington Stormwater Superintendent shall review plans prior to preliminary plat approval. 10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer shall review the details for the access drive when details are available during preliminary plat review. 11. The City Engineer shall review the plans prior to preliminary plat approval. A lighting point by point plan for the proposed project shall be submitted for this proposal, and shall meet the requirements in Appendices A.9 and A.10 of the Land Development Regulations. In addition, the applicant should submit exterior lighting details (cut -sheets) for the proposed lighting on the subject parcel. The proposed lighting fixtures shall be in compliance with Appendix D of the Land Development Regulations. 12. The applicant shall submit plans showing proposed lighting locations and details (cut -sheets) as part of the preliminary plat application. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property 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 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\sketch 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. The applicant has provided for adequate pedestrian movement to and within the subject lot. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 7,200 SF of General Office use proposed for stage 1 shall require 26 parking spaces. The applicant is proposing to provide 29 parking spaces. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 16,000 SF of General Office use proposed for stage 2 shall require 56 parking spaces. The applicant is proposing to provide 61 parking spaces. The applicant shows four spaces marked as handicapped accessible. Four are required. The dimensions of the proposed parking spaces appear to meet the requirements in Table 13-8 of the Land Development Regulations. 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 depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. All of the proposed parking is located to the side or the rear of the building; therefore this project is in compliance with this criterion. 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 applicant has stated that the maximum height of the proposed two-story building will not exceed 33 feet, which is in compliance with the Land Development Regulations. 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. The applicant has not yet submitted elevations of the proposed buildings. 13. The applicant shall submit elevations of the proposed buildings as part of the preliminary plat application. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProperties\sketch 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 not yet submitted elevations of the proposed buildings. 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 access easement across the 3 acre lot to the remaining 47 acres. 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 outside trash and recycling facilities. A note should be included on the plans indicating that they will be screened appropriately on all sides. 14. The plans shall be revised to depict adequate screening surrounding the trash and recycling facilities. . Landscaping and Screening Requirements The applicant has not yet submitted cost projections for this property. The applicant has not submitted landscaping plans for the property. 15. The applicant shall submit building costs as part of the preliminary plat application. 16. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR, as part of the preliminary plat application. 17. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\CEAProoerties\sketch parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot proposed for stage 2 contains more than 28 spaces. The site plan appears to show significant islands. However, the applicant shall still specify the percentage of the parking area which is included in these islands. 18. The applicant shall specify the percentage of the parking area which is covered by landscaped islands. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not currently depict a snow storage area. 19. The plans shall be revised to depict adequate snow storage areas as part of preliminary plat application. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. 20. The landscaping plan shall include any utility cabinets on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. 21. The proposed 1200 sq. ft. storage building shall meet all guidelines and limitations of Section 3.10 of the SBLDR pertaining to accessory structures and uses. Staff recommends that the applicant address the numbered items in the "Comments" section of this document before continuing on to preliminary plat submission. Respectfully submitted, Cathy n La ose, Associate Planner Copy to: David Marshall, Civil Engineering Associates 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 4, 2007 Munson Earth -Moving Corp. c/o South Burlington Realty, Inc. 85 Shunpike Road Williston, VT 05495 Dear Property Owner: Enclosed is a draft agenda for the January 16, 2007 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 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. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: David Marshall, PE ( 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 4, 2007 Spaniel Properties, LLC 1050 Hinesburg Road, Unit A South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburi.com for the official agenda, posted the Friday before the meeting) for the January 16, 2007 Development Review Board meeting. It includes a proposal that abuts property you own. Under Title 24, Section 4471 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. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. No Text CEA OFFICE BUILDING SOUTHWEST PERSPECTIVE Porch Roof Not Hatched For Clarity CAA INDEX OF SHEETS: OFFICE PLANNED UNIT DEVFLOMENT C1.0 OVERALL SITE PLAN C1.1 PROPOSED CONDITIONS PLAN C1.2 EXISTING CONDITIONS PLAN LEGEND - 3Be EXISTING CONTOUR 388----- PROPOSED CONTOUR -------- APPROXIMATE PROPERTY LINE O IRON PIN I, CONC. MON. -- -SS- GRAVITY SEWER LINE - -FM FORCE MAIN - - W - WATER LINE - -OE--- OVERHEAD ELECTRIC - -UE UNDERGROUND ELECTRIC - - T - TELEPHONE LINE - - G GAS LINE ® MANHOLE HYDRANT ® SHUT-OFF pf POWER POLE ® CATCH BASIN 0o LIGHT POLE Q ® DECIDUOUS TREE CONIFEROUS TREE y-vvv-Yvww� EDGE OF BRUSH/WOODS 1110 HINESBURG ROAD SOUTH BURLINGTON, VERMONT PREPARED BY: CIVIL ENGINEER: CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VERMONT 05482 (802) 985-2323 OWNER MUNSON EARTAMOVING CORP. c/o SOUTH BURLINGTON REALTY, INC. 85 SHUNPIKE ROAD WILLISTON, VERMONT 05495 APPLICANT: CEA PROPERTIES, LLC 928 FALLS ROAD SHELBURNE, VERMONT 05482 GENERAL NOTES: 1. Utllitles mown do hot Iq- to consntule or mpros.nt ei utlllnes located u{oo o adjacent th to e surveyed premise.. Edeing U1111Y locauoa ere ep.oxlmat. only The C"hn anal) held verity all utility conhlctsaeirles .hel l discrepl be repalad b the Englree, The Contractor shall contact Dig Safe (888-014-72M) odor b -Y coretrucnan. 2. All -1 11rg utilities not Incorporated Info the nnal design shall ba mmwed o abandoned as Indlcaled on the plena or dlracbcl by the Engtrear. 1. The Contractor ahall-intaln as -bunt plena (with ties) for all underg,amd uenbes. liiuse plans ahell he submltbd to Ise tlwner et the -Platen of ua pojxt 4. The Contracts shall repalrl-tors all dlat,,- dada (on o of the alb) es a alma a Indirect result of t h, conahucnon 5. All gra. sad area ahan be maintained until fun vegeadon Is asladished. B. Malnlaln all trees-W. dcarahucikxl wnaa 7. The Contracts shell he mspm,lble for all work reoesswy fo, minpate and operable ledlltles and unlibes. 8. If line b.11ding I. to be apdnklernd, -kit- pevmnon snail be praNded In accorderx'e with AW WA M14. The Slte Con.shall canstmct ma water Ilse b tvro teal a[wa iM shined boor. Sae mechanlral pare kx rlaer dean 9. The Conhwlo shell aubmlt shop drawing. fs all Items and -anneb Incarp-W Inm nil site workWork. . Woshell rot begin on any Item mill shop d-W approval Is tisnted- 10. In addition to the requlmments sal In flea. pans end spac)Manone. the Contr W snail complete the work In accordance with all permit csrNuons and WY local Pubic Wolks Standards. 11. The Inter- fit, Wan grade, far all pavement wakrways aM lavm areas .hell be 0.1 feet. 12. Any d.wetedng nacessaI fol the canpbnon of the ahead shell be o" W"e d es pert of the contract aM shall he the Cmb Ms mapnand Y 11. The Contras W shall ccoNlnele ell work wi1Nn Tuwn Road R.O W. with Tam aunwdtles. 14. The Contracts shell In.lell tha Owbi-I. cable and tebpohe aervkas In accadanr with the aunty componlea mqulmmenb 15. Exiling pavement and Ire. stumps to b. removal shall be disp-a of at en epp w ofl- et. location. al pa�emem cuts .Hell be meee win, a pay.mmt saw. 18. If mar..,. any concoct. o I-onsial.neea with the pens s ap J hn a. the Contactor shall contact the Eiglreer for vedflcauon baf_ wox coneae. on to Item In Westlm. DIMENSIONAL SUMMARY ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT REQ'D. PHASE I FULL BUILD OUT. LOT AREA 3.0 AC. 3.04 AC. 3.04 AC. LOT FRONTAGE NONE 229 229 FRONT SETBACK 50 52' 52 SIDE SETBACK 35 35 36 REAR SETBACK 35 -214' 35' BUILD. COVERAGE 30% 3.7/ 9.8% LOT COVERAGE 50a/ 15.4% 40.7% FRONT YARD COVERAGE 309/o 6.8% 6.8% PARKING TABULATION (LIGHT MANUFACTURING CATEGORY) REQ'D. PHASE 1 FULL BUILD,OUT 3.5 PER 1,000 SF 7,200 SF 1 1000 x 3.5= 25 SPACES 23,200 SF i 1000 x 3.5= 81 SPACES TOTAL PROVIDED = 29 SPACES TOTAL PROVIDED = 87 SPACES DATE: 1/3/2007 SITE ENGINEER: a� :............ :•�• _ CIYIL ENGINEERING ASSOCINIES, INC. 7 / < ai 1 i I •^ —�. ;� a'"• P.O. BOX 485 SHELBURNE, .•. / R7 f.( :^ ✓ H02M-2.3 P en-sesnn »•n «. ..- / DRIVE DYNAPOWER 1 PJM MEAL DR ills PROPERTIES, LTD I f I \ \ �I ME — ��� \\ 1 ' (\ (I \ (�l1tl DSM •"'•' � II \ t-�'�\I�\�\ %��` ` l \';'''' \�`i`I .PPmvm SAV I�U"A A OWNER: TIES, LLC • • • :'GLASS 11 MUNSON RYES BRISSOM _ _ II \♦ �� �.. / I I GAAVELIN II \ \\ ��'///,'•,1N£7LAN0 -- — _I '`T-- i EARTHMOVING CORP. nNGTON PROPERTIES RTED PARTNERSHIP 6 it 7"�'. -i .'_-,�.. �: ,+;' r "� r '•\\ SYI ,�.2�8 \ `` 0 ~EN ,I \ \ i! l APPLICANT: II CLASS llI - M(/NSON 1 REALTL LL \�l — M � CEA - _ _ 11 ♦ \ — — � -- L��- —I — - -� L L "t `'-�'' TH VINE CORPVINE CORP. ..- r' - - '--�I � \\ � ` � i 3.88/Ac.<\ PROPERTIES, LLC ` �, 1 VEM PROJECT:CLLC1L 5\ \ 1 \ i \, 3.12 Ac. \ i 1 \ it \ �.. I I• ' 4.47 Ac. T ROCK c. ,.,`` _ AYE , , . CJ: II \ I 11` 3. Ad.,, \ _ I c CEA i I ♦ \I 1 .',r s E EELLCl I J 1) --} - _.�• \ \ \ �.) II / WILLARD ' ? t' \ / ! ( / I I ( SUMMER ICE JOINT OREA BURLINOTON I ---- - l _ OFFICE ' VENTUpE, LLC i / I �I 90 I I' I I / \ i ' I \ \ PLANNED UNIT II I ♦ \ _ CryAS RTIES I \ ` _ �� SUM NT I i.'-:� \ i / /' �: I / \ d DEVE�QPMBNT LT \ y) I t , , , l•t \ t �_ A , , _ 1 \ �., DEVELOPMENT —_ � � rl / /! \? ) I I /l - `/� �•'i/ \ \♦ I \I c- _ �.-_1 1 I I MER JOINT /' I IJ FOX RUN LANE s_ J ' / !: % j . `' �` _ ` 11, -1 I� r NTu E;uc 7 1, t! I \ . 3.1 A . _ II� ` LOT IA J f I II �� •' t) �' ..•1 _ ,,�; _3�, I '�� •',I ; i \ � .�:. • '.�.7 = � .�\ �' MEADOWLAND BUSINESS PARK I / yT; _c — \ \/ SOUTH BURLINGTON �, CLASS /M L (3.SI1 Ac. /i % ' L_- —_ �- � _ :;i•.•:. � _ _ �— � � `� \ VERMONT or - II 'OE I _ j \t -- r 1 c' i�l ' (� _ _ _ _ _ I 1 ( I �'1 - — �I •n..: _• \ 'Pk \ i ii \ 06 k. J' _ U / i r/ \ h } I - >:' }`) I' .I { l , �..0 ! 1.'••••-. •I SU EA ICE J6NNi .� '� o'BRIEN 4:• i s ' ~ y l \ / 1 /•, % i / -- �' i 7! ( 5 ( --I MADOWLANDS. LLC I NTtIRE, ULC, ! �T .. • ' \ GREEN wa . h 1' i 1 \.......... I \ ITY \ I 46.48 Aa / c oP I .. I ,I i SOUTH BURLINOTON / 1 � 1 , .......'•••�• I r �• I i {: NSON' I 8. Ac:' ••CL:45S•)A•• I I �y� ..♦ // "`'1 \. '�' , I zo2o it EARiHMOVIN C P. /�' '\ \ I I "T' I _ `1 I i \ I I' r I ( tl c \ I I 1 I \t \ t I Lu \ I 1 _ I 1 DESiR A I i i \ \ SEM 1 ENT\ / ! \' :•k. I t t\ ? \ RD' PEDESTRIAN', \ }.......\ -. ! -\•• : / - \ \ \ \ I \ \ / 1 EASEMENT_ ` ' — i ` ` •...>_�' LOCATION MAP / — \ ? - II _ (1� liEN d A EM iiRlAN / EXIS11NG NE7LAND BOUNDAR maa " E•AHAN . ••::::: EA7S17NG 5CHANNEL / BETLANO AREA __BOZCH i cr PENNINGTON / ,, J�J , w 1 EXISTING WJLAND AREA O ♦ DAVIS / eRawwD �� II '' , ' SCREAM CHANNEL GARONER O / KNOLL CIRCLE �— ----'' �,l ; --- LINES I _��_�• b- OVERALL SITE !t PLAN I i DATE DRARRVG NOYffi GRAPHIC SCALE I JAN.,2007 SCAIX �. IN FM 1 1" = 150' I loch _ 150 fL PROD. NO. 06248 DUg t )--SS- ss— EXISTING SEWER-7 MANHOLE RIM-386.9 INVERT— U 71 Jill �OA 'A I! PREWOUSLYAPPROVED PARICNG AREA 1'1�".w *� i 11W Lu in M v SITE ENGINEER: -- — — — — — — — — :77 UY111. ENGINEERING AGSOCIATES, INC. P.O. BOX 485 SHELBURNE, VT 05482 DRAVN I 1 Pim DSM SAV OWNER: MUNSON II EARTHMOVING CORP. APPLICANT: CEA NEW 20' SEWER EASEMENSANITATRY PROPERTIES, LLC PROJECT: IA+,i�� k CEA A OFFICE f FOX RUN LANE PREV10USLYAPPROVED ±247' PLANNED UNIT NEW PmEabmw —�-= ,CAP DEVELOPMENT TAPPING �8* P +194' VALVE 2, —fr— SETBACK'3-fli I 1j N PROPOSED N PROPOSED w PARKING PA E PAVED --- ACCESS EASEMENT L DRV VI El IN FAVOR OF LOT 1 F I E XI TIN E L L J -A --- PROPOSED - LANDSCAPE — — — --- — — — PROPOSED tA , --- r, --j FUTURE PROPERTY BERM WATER --j LINE SERVICE PROPOSED PAVED I COSTING t'i% .j NEW PUMP R.O.W. I" NEW SEWER PARKING 66' K)-- A R SERVICE MANHOLE STATION +1 — — — — — — — — FUTURE 3' S:�Jss— s— R.O.W. 11ki STING SS 51 EXI 35' BARN A H- . ...... .. . — — — — — — - ji NEW GAS 50' SETBACK SERVICE C! "' k 1`� I k UE A NEW UNDQ rROUND---�' iit ELECTRIC NEW j �G RANSFIr I "Y FUTURE — PROI-OSMlb p G I -V SERVICEI�s is , VII 35' ----- PARKING -----P -- AVED! UIR! GAS A - TBACA FUTURE ------ --- W, UNDERGROUN ELECTRIC L------- 35 SETBACK *2.35 PROPOSED PROPERTY UNE LOT 1A MEADOINLAND BUSINESS PARK SOUTH BURLINGTON VERMONT LOCATION MAP '.. I I Din I CHU= I MMON I PROPOSED CONDITIONS PLAN GRAPHIC SCALE DA= JAN., 2007 c1I Loch 3G fL 30' Pm. No. 06248 a II II FOX RUN LANE II II II II II -SS- --SS- _SS__ - - -- - -- - -- - OQ ': PREVIOUSLYAPPROVED 0 I I I I OFFICE BUILDING PREVIOUSLYAPPROVTO PARKING AREA PREVIOUSLrAPPROVED PAVE�DRIVE Ic? r zz tq L r- - - - - - - EXISTING BARN CD SITE ENGINEER: lo� CIYIL ENGINEERING ASSOCIATES, INC. P.O. BOX 495 SHELBURNE, VT 05482 B-M-2323 M OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT I UTZ I cmwm I RXMMN I EXISTING CONDITIONS PLAN "n DUMG JAN., 2007 KAU 1"= 30' C1.2 PW.140. 06248 1 I ' I I I 1 I I - - � ' I I I I NEW 8" TAPPINGS SLEEVE do VALVE mm I� I I I a I I n I 20' WIDEI ; I t RECREATION PATH EASEMENT/ I I 1 I PR OSED I I A HE GECAPE I. I II .I i1+ II i I I EXISTING 66' I I R.O.W. I I NE GAS FUTURE BO' R.O.W. I pl II, I I CC �I I;� I =I I F- G (G � T I I 4T �I 1 I I NEW 20' SANITARY SITE ENGINEER: PREVIOUSLYAPPROVED SEWER EASEMENT I IN FAVOR OF LOT 1 1� PARKING AREA U I K jCIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 486 SHELBURNE, V( OW2 1- T RE-K I 6• GAP EAST MANSFIELD VIEW, LLC i ��-�6-2— FAX: Bd2-995-211, xeE: www.cea-N.com ERVICE `'' C� . - _Y3aB --- I� I rnvr.wer C) �j w 'y, 7 r 386 -- P " �6" D.I. CL 7 l J`A/� - _ 1 ' PRENOFISLY PERMITTED NEW YARD DR 1.v_-�-_-- -- - 24T _ I ' ATtrGNt PREVIO�ISLYAPPROLIED LOCATION RANT I I RIM-392 0 - — — — — — — — AIa PAVED DYRIVE f DSM i It 194' i SAV O 0 ' \ SETBACK �U=1, ROPQQ D SE 3 AClN — SNOW- — 0 """"""-�... OWNER: MUNSON C PA)))/ED i \0 STORAGE �_' I ••SNOW 1 PA}iKING �� AREAII --^'1 STORAGE � AREA I, I, EARTHMOVING CORP. s = ,b960 —NEW YARD AIN —i NEW YAR6 DR IN-1 PROPOSED \� PROPOSED . -----1----J RIM 95 Iv393.5 PRPAVED APPLCANT°PROPOSED"BIKE _— _ aDIVE DRIVE PROPOSED I20EMERGENCYTNV. PAVED ON CONC. PARKING ACCESS EASEMENT PAD _N FAVOR LOT 1 CEA . ExlS 14ARN ; PROPERTIES, LLC \ ARN I/ 1 L 17 i 11 I I - 6, I 1 I II I PROJECT: , J .. ••• 1 9 1W el-: - - -'------'..:1 -CEA PROPOSED FUTURE I t -- -----d PROPERTY I• •: 6", b.l. I C I" I ; I NE OFFICE O' -- WATER¢------ I I 1 "' • S°ERV1C ----- ---- I � I '� 6 � ) PLANNED UNIT C-I -p 1 I DEVELOPMENT PROPOSED — N PROPOSED k t PROPOSED I f STO AGE 38 6 a959 3958.- '305.5 43 382.7 PAVED NEW SEWER I - �'.� LOTYA OFFICE •' ' PARKING "SNOW" PARKING I 1 A I o MANHOLE q--- NEW SIMPLEX MEADOWLAND BUSINESS PARK • m STORAGE BUILDING 95 r I PUMP STATION •,r'• 3 AREA I .- q I SOUTH BURLINGTON TBAc G A -- —sS^—� — - --— t --_ _ _SQL i53Yc___SS_ S p — ---_- p~- 6 5DR 3�s v + .:.=T�_�_rr--�-- — 1 VERMONT q _L yo.',.i SS 7,200 SF ;Lij SEWER SERVICE 61 WE7F M 8 `, II : FFE 396.00 li — - ----�---� 35' I i --- --� r— 1---� ACK UE IA1 i—� w 116 89 •. UE T I �! I I I. 10 - ` •: • 3 .NEW TRANSFORMER. _ ...— .. yy -...I. 1 385 392.7 392.Yy - I !� TELEPHONE do CABLE PROPOSE R R I' R R R STORAGE BUJ Al 39 1000 SF UNDER UE . - ..... ... FFE 3 G ' � .. ...... UE 381 FUTURE GAS SERVICE i ±209' ` ROWLEY GRAPHIC SCALE { RI F, 1 1mD 1L �o 4 I� 0 R $TOR A h ----- -- - ---- i II E 0 ------- - -- - ---� _ — G 11 PROPOSED T --- PARK c 7` I "'ft0SLED- \. I I LOCATION MAP OFFICE .II I 1'=2OW �F �! BUILDING FUTURE ,I IF""'-'----- --------- 11 I I 20 000 SF I I D.a casc>om vevlerDN UNDERGROUND 4 G\ I ELECTRIC I h -- -- --- - - I f II II I f 1' I ---- ----- -- --- , I l 1+1 A I or.SNOW `I I ••SNO STORAGE q SAKE - I� I PROPOSED —AREA —D R L � RE E�VED CONDITIONS , PLAN - 2 SETBACK 7 J}P\� DATE DAAi1NC NUI®Q! ±235' LLI�J d. 8UHin jton JAN., 2007 MUNSON EARTHMOVING CORP. % 7PROPOSED J MEADOWLAND INDUSTRIAL PARK PRROPERTY � �" = 20' LOT #1 NO. 06 06248 uOl6uipn8 "oS jorq!0 LOOZ 9 1 Nyr- -4-i� -o" R z, ' I r- 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 OF RECORD (Name as shown on deed, mailing address, phone and fax #) Munson Earth -Moving Corp. c/o South Burlington Realty, Inc. 85 Shunpike Rd., Williston, VT 05495 863-9039 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol 651; Pages 152-156 3) APPLICANT (Name, mailing address, phone and fax #) CEA Properties, LLC 928 Falls Road, P.O. Box 485, Shelburne, VT 05482 985-2323 Fax: 985-2271 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Option 5) CONTACT PERSON (Name, mailing address, phone and fax #) David S. Marshall, P. E. Civil Engineering Associates, 928 Falls Road, P.O. Box 485, Shelburne, VT 05482 Phone: 985-2323 Fax: 985-2271 6) PROJECT STREET ADDRESS: 1110 Hinesburg Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Proposed PUD with one 7,200 sf office building, 2,400 sf accessory storage building, and an 8,000 sf office building in Phase II. c) Total building square footage on property (proposed buildings and existing buildings to remain) 17,600 SF d) Proposed height of building (if applicable) 33' for office; 25, for barn; 25' for lower building. e) Number of residential units (if applicable, new units and existing units to remain) None f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Please see cover letter. 9) LOT COVERAGE a) Building: Existing, 0* % Proposed 9.8 % *Assumes removal of old barn structures. b) Overall (building, parking, outside storage, etc) Existing 0* % Proposed 40.7 % c) Front yard (along each street) Existing 0* % Proposed 6. 8 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Proposed emergency access easement in favor of Lot 1. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) 400' extension of water main, no public streets, force main tie-in to existing gravity sewer f utilize Lot 2 stormwater management. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) see attached list. 13) ESTIMATED PROJECT COMPLETION DATE November 2007 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is free. 2 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. Do not write below this line DATE OF SUBMISSION: 3 I have reviewed this sketch plan application and find it to be: Complete ❑ Incomplete of Planning & Zoning or Designee /3 6 Date 3 January 3, 2007 Ms. Cathyann LaRose, City of South Burlingtoi 550 Dorset Street rlVl! lGIEURI r A""�rl�"', INC. " s 928 Falls Road P.O. Box 485 Shelburne, VT 05482 Planning Assistant Planning & Zoning South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: CEA Properties, LLC Office Facility and PUD 1110 Hinesburg Road at the Meadowland Business Park PUD Sketch Plan Application Dear Ms. LaRose: Civil Engineering Associates is seeking to construct its new office building on a 3.04 acre parcel to be subdivided from Lot 1 (49.5 acre) at the Meadowland Business Park. This application is seeking to both amend the Meadowland Business Park PUD with the proposed subdivision and to create a PUD on the new 3.04 acre parcel. The attached plan package depicts the phased build -out of the site with the smaller CEA office building located closer to Hinesburg Road and the larger footprint building to the east proposed as a later phase. Access will be shared with the East Mountain View Medical Office Building to the north off of Hinesburg Road consistent with one of the Conditions of Approval for that project. Parking has been moved away from the front of the building to the north side per the request of Staff. The proposed office building will have a 3,600 SF footprint and two stories with a sloped roof system design more typical of a residential use. We have attached some isometric views of the preliminary design of the building to better illustrate the design intent. The site gently slopes from Hinesburg Road to the east. The proposed site layout will step the front lawn area down to the main parking area in the rear. Twenty- seven proposed parking spaces (25 required) will service the CEA Office Building. The building size and parking layout for the east building is still in its schematic stage as there are no tenants identified at this time. The 57 spaces shown will support an office building use of up to 16,000 square feet. Ms. Cathyann LaRose Page 2of2 January 3, 2007 The proposed utilities to service the PUD will all be underground with gas, power, communications, and water all coming off of Hinesburg Road. Wastewater will be collected via a gravity sewer main and pumped via a private pump station to the existing gravity sewer collection system located off of the northeast corner of the East Mountain View project site. Area lighting of the site is intended to be turned on via photo sensor and turned off by timer control at 6.30 PM with motion sensor override for after hour office work. Building entries are intended to be downcast lit with soffit or ceiling embedded lighting. Stormwater management in the form of grass -lined treatment swales along the perimeter of the building will be used to provide greater treatment levels than that originally conceived for this lot in the originally issued stormwater permit for the Business Park. The State Stormwater Permit for the Meadowland Business Park does not require on -site peak flow mitigation as all of the flows from this lot drain directly to the detention basin on Lot 1. The Stormwater Permit does limit the impervious areas to no more than 50% coverage of the lot. The future build -out of the site is in compliance with this requirement. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 985- 2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Seven (7) Full Size and Nine 11" x 17" reduced Size Plan sets including: Cover Sheet C-1.0 Overall Meadowland Site Plan Jan, 2007 C-1.1 Site Improvements Plan Jan., 2007 8'/2' x 11" Building Elevation Perspectives (2) 1-03-07 Sketch Plan Application (with $125 fee) cc: CEA File 06248.00; J. Jaeger (w/encl) P \AutoCADD Projects\2006\06248\LocaINLaRoseSketch.wpd Permit Number DR--(1,? CITY OF SOUTH BURLINGTON APPLICATION FOR DESIGN 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 required design plans will result in your application being rejected and a delay in the review before the Design Review Committee and Development Review Board. 1) Approval is being sought for (check all that apply): Y Design Plan Approval ❑ Sign Design Approval 2) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)& u%n T-5t,r��n4fi0-U, Q-,-� C--ft QKy,_P-�1-_;�, �—D`-I.S7,FUt-I v1 3) APPLICANT (Name, mailing address, phone and fax #) - 0. kKCl— 4) CONTACT PERSON (Name, mailing address, phone and fax #) `o L'. c� C ►' 4 Sk 1'-` 5) PROJECT OSREET ADDRESS: 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 7) PROJECT DESCRIPTION Provide a brief description of the improvement or modification for which design review approval is being sought. If sign design approval is being sought, provide a description of the sign(s) type, size and height. � kt /e, s Z> � IA40WS- The information listed on Exhibit A attached shall be submitted along with this application form. Five (5) regular size copies and one reduced copy (I I" x 17") of all required plans and drawings (e.g., site plan, building elevations, sign details) must be submitted. 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,, ;-A t WME7, T FIRVI.A.14Mu �. • .��i� s Do not write below this line DATE OF SUBMISSION: % 2 / 13 %h(p I have reviewed this design review application and find it to be: Complete ❑ Incomplete of Planning & Zoning or Designee 2 C V 11E coer CEA OFFICE INDEX OF SHEETS: C1.0 OVERALL SITE PLAN C1.1 PROPOSED CONDITIONS PLAN C1.2 EXISTING CONDITIONS PLAN LEGEND --3ee EXISTING CONTOUR 388 PROPOSED CONTOUR --- APPROXIMATE PROPERTY LINE O IRON PIN o CONC. MON. -- —SS GRAVITY SEWER LINE — —FM FORCE MAIN -- — W WATER UNE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE -- — G GAS LINE ® MANHOLE ( HYDRANT ® SHUT—OFF 0 POWER POLE ® CATCH BASIN LIGHT POLE O ® DECIDUOUS TREE CONIFEROUS TREE rvvv� EDGE OF BRUSH/WOODS PLANNED UNIT DEVELOMENT It 6 'F cF� �• -14* � ,O & 0 k;11 1, i SOUTH BURLINGTON, VERMONT PREPARED BY: CIVIL ENGINEER: OWNER APPLICANT: CIVIL ENGINEERING ASSOCIATES, INC. MUNSON EARTHMOVING CORP. CEA PROPERTIES, LLC P.O. BOX 485 c/o SOUTH BURLINGTON REALTY, INC. 928 FALLS ROAD SHELBURNE. VERMONT 05482 85 SHUNPIKE ROAD SHELBURNE. VERMONT 05482 (602) 985-2323 WILLISTON, VERMONT 05495 1110 HINESBURG ROAD Fire COPY GENERATES: I. Mlltle, rot purport to conatlMe a represent W ullMea toubd upwor adjacent b ae eurve,Tpd premlaee. Ezl,tirt Udllty loeall— era mprofnab only. The C. b shall field v'e/TTp'ell ulllly confllcb. All diwMmmdes *W be npor-Wd b tie Englneer. The Contrec moo eonbeI Dip Sale (888-9N-M33) pdor to ay a—Ine lim m 2. All ed,tlng utlNn nd bcorpaeled Into the final dtslgn e1W be rwriasC a aardu,ed as Indicated plans a dlrecled by BIs Engineer. 3 The Conirec elnlaln —built plans (weal lba) f r 0 udsign and U Mee. Those plena shellb u�b letl tithe Owner el the mrlpWMder V*d. 4. The Contrac a II pairlmsbn all disturbed areas (m a off tit sae) as a dlmdt indlnd reauN huctlm. 5. AN grassed en ��—��—'''''' //// be malnlelned uMll fud vepebtlm Is esbblehed. 5. Malnbin all tree, -bide dcaaWrctlan knife 1. The Contradbr shell be n,paelble lo, m vrork n—aam, la oo 0.1a and operable fedllnea erq Weds.. 8. If ale bulldog Is b be splrNdared, bwAllow prevention shsl be provided In socoMrlce wINAWWAMI4. The Sao CaNncbrYWlcoreWpYe went Mro bN.o Nal abae tie anlshod a-r. Sae rrleeheMeal plane fa dssrdelN. 0. TM Cmtntbr shell -bmlt shop drawllts la all Ilsme and mWaWa 4—p-led Ink, tie ant work. Work Mall n d begin many Ibm udfl shop draft appwd Is puled 10. In addition W one rmuln rents sal In &*se plare and eptcMcaawr, the Comrmc she0 eanplele the work In aetordanee with all permit wMltlmn and any local Public Woks Sla dad,. 11. TM We.-. la flash grades fa ell pevemeM, walkw.p and bon sees m.N he 0.1 feel. 12. Any dewaterat necessary for the mmpletlon of Una sisewak"be considered so pal d tin contract and shall be ae 0-t- r. raw.-RANY. 13. The Contnobr shell eoadinale all work W Wn Twm Roetl R.D.W. with Town suasohil . 14 TM C.Nmcke MW Install the el.Mml, cede and Meth—savkes In w.-b ,with the umity compalee regaraname 15 E.l.tlng pavement end! bee sWmw b be r n wad hall be dhpased d al an appwed di- shes lootlon. All pavement wle ,hW be marls won a pamne't saw. 16. If then an any conflicts w IncaulsbaJes Win ae plan a epscffl s, Ife Ca Melt embcl IM Engineer fa wd0oatlm before work oalWne on One Item In question DIMENSIONAL SUMMARY ZONING DISTRICT. INDUSTRIAL OPEN SPACE DISTRICT LOT AREA LOT FRONTAGE FRONTSETBACK SIDE SETBACK REAR SETBACK BUILD. COVERAGE LOT COVERAGE FRONT YARD COVERAGE REQ'D. PHASE I FULL BUILD OUT 3.0 AC. 3.04 AC. 3.04 AC. NONE 229 229 50' 52 52 36 35' 35 38 ±214' 39 30% 3.7% 9.8% 50% 15.4% 40.7% 30% 6.8% 6.8% PARKING TABULATION ( LIGHT MANUFACTURING CATEGORY) REQ'D. PHASE I FULL BUILD OUT 3.5 PER 1,000 SF 7,200 SF j 1000 x 3.5= 25 SPACES 23,200 SF 1 1000 x 3.5= 81 SPACES TOTAL PROVIDED = 29 SPACES TOTAL PROVIDED = 87 SPACES DATE: 1/3/2007 %�'� / Z -. •. l \ SITE ENGINEER: / i •• �•- ''•: � 1 1. ,pv �... ,.•. 9-I • \ CIYIL ENGINEERING ASSOCIATES, IMC, I i ` I 1 '� ,^ / arm: P.O. BOX 485 SHELBURNE, VT 05482 4� AK eo e n-vas-zan faResnn w „m: _—_ .•.1_;_' : ; � ()( ' I ` , /(!J� roam m DRAWN I /\ • ) ! iI 1 `r ' I ) \ \t\, \ �a�ynlhEl.i '' �PJM YY��pDRIVE DYNAPOWEH INGTONDBURRTIESLMEADOPROPE® I I I I { \ (DSM SAV 7 RYE 8 BRISSOM - _ -G-RA�VEUN -' _ I II \ \ \ i��� _/// // ... ..:.•�1�� •••••••• ..f1+.:•.•' — _ ...,:-.—PPP '1 / \\'' 1 1 ( \'� !t I �IINJi • \'i l OWNER: SPANIEL PROPERTIES, LLC aA55 A MUNSON BURUNGTONPROPER-- EARTHMOVING CORP. LIMITED PARTNERSHIP '� �. � t \��` , \ V t ' \ � A • II \ \ \ CLASS Nl MIJ , �' ` \t CEA TH`Al V'IN�ORP. "� -' PROPERTIES LLCIZ\ ' 7 12 I ,.,\ 11` IUI11U) !—'1�••• -7 I ., \ ) \ : \. �i , ♦ I �� •, I \ E, LLC \ \ I . I _ \ PROJECT: \ 1 3.12 Ad. RYE } I 4.47 Ac. } 1 ASS lI I \ % a`, TFliI��ROCK OF 1 1wJi •'•'• SU E 'ICEJOI \ '[] /I 1, I r•. 3. At., \., _: II •1 / WILIARD ' : '1� I, \ / �' / / 1 I , \ •i SUMMEA,ICEJOINT `I GAEATEh BURUNGTON�' p E LLC �••/I - I : I I i` ��___ -F \ `'•i CEA VENTURE,uc \ I ' \13.96 A, OFFICE u I - `•\ \ i ; r i 1 \ �� i i� : 'r( "`_ ' ---\_ -` ,` �' /- 1I II_ : �a.•;.••>...._. —;.IMNET\RU , CEE, LJLOCINT PLANNED UNIT IES 6DEVELOPMENT /' I I 3.1 LOT YA —FOX GO f; t .98 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON f CUSS /N Y •i `F �� Ad A:- VERMONT R WLEY ,\ l I t to /+ 1 I r t` I .I `� I •J••••'1 • .F 718 `/ / C (♦ \ / i f1% ' �,/�/ ,') \� !i'I/� j i i \ (1 OBRIEN '.1.''t!-)C'R.;.;jl[F.'•'•'• SUMMERTEE JOINT y I \ �'\ \ \ / f / 1 ( ! i, ! f -- �� f.f ( ♦ ( - A C '.l!.'••.:i I �EN/t(H . tic /( \ \ ( / ( •-- \ 1{ \ OREENACAES N4C. rmrr farrmN \ \\ i l f i I 1 CITY OF ! \ '�i 46Ad. I \ I .48 ' \ I L� T �t souD+euauNorav I T r 1 , % r ! C•.•ASS /// •19 / CL I 1 I % i h MJINSOW 1 W I EARTHMpVIN(¢ CO)TP. ! %! ; \ \\ ] mil.. . I- I >- I , - I I + 1 A r l 20.20 I ' I _. \ 0' EDE4TRA i•-- 'i� fr I P I \ I 1 ! EM 'r E 5 -L I\ 1 - `1 ^-, 1 1 ENT\ 1 � 1 I I � / f �� •: 1! ! `t I \ i ' \ {••• �•• 'PEDESTRIAN I ..:'ri:•:yV� \/ EASEMENT_ LOCATION MAP 1 I 1 _ 2 PEDESTRIAN I I \ / , I I \ •� 1 •� I O . om e ®/�__ EASEMENT __ R.n ram DiPIIDN 1 T EX/S71NC 5 CHAN El EXISTTNC METUND BOUNDAR H I i I • N • � .1--_ G�o � � •"' t= /dc WETLAND AREA r DCHER SHEAHAN PENNINGTON / , BO 1 •J „ „"+'�..®,.� �` mop -rc. � p / 1 ® I , /. ; •I 'i / IsT\ ' f J W i / BRAINARD � I 'I fXIST/NC- M£TUND AREA O \ \ DAVIS � � •(// Dueas %,d STREAM CHANNEL GARDNER - � ' _ KNOLL_CIRCLE LIN�s�/ JA r • r ; _ (o N I irY ' f ` CItY o ` OVERALL I', i Of dSo 13 "1 n9to J SITE rr, PLAN I DAn DUMNG NVNDER GRAPHIC SCALE JAN., 2007 RCAIl (MCI I 1„=150' C1.0 I Inch - 150 tL I PR01. No. DU - 06248 FOX RUN LANE -__SS_ 1 Til„10 cr I PREMOUSLYAPPROVED NEW 8x8 PAVED DRIVE TAPPING :LJR4. VALVE 1 4w "g, BD FUTURE GAS SERVICE MAwizm _SS_ EXISTING SEWER - MANHOLE RIM-386.9 INVERT- A PREWOUSLYAPPROVED PARKING AREA ±247' —W SETBACK "�yl r T k < PROPOSED PROPOSED PAVE PAVED ----- DRIIE9 PARKING _j L sx-f-I __� - ___ EW 20' SANITARY SEWER EASEMENT ACCESS EASEMENT IN FAVOR OF LOT I 7 L V'. PROPOSED FU PROPERTY WATER IE LINE CIE PROPOSED PAVED I' NEW SEWER PARKING MANHOLE :j r-NEW PUMP STATION SDR' L-+ss—. SS J_ 7 EXISTING BARN SE*ACV ;-r-7 r I* 19 N v D; lk Ilt G PROPOSED —UE re ------- OeOSED WTRACK PARKING �j -------- ------- I'M FUTURE UNDERGROUN ELECTRIC — -------- L------- ------- A 35' SETBACK —,j ±235- PROPOSED PROPERTY UNE SITE ENGINEER: _0� CIVIL ENGINEERING ASSOCIATES, INC. P.O.BOX 485 SHELBURNE, VF05482 W-N5-2323 FM: 502 &2271 D vN Pim DSM A� SAV OWNER: MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT LOCATION MAP I tun I cam® I FXV=ll I Viet) �JAN 0 4 Zoo? City Of S, "Urfil7gto, PROPOSED CONDITIONS PLAN GRAPHIC SCALE DAn DnwmG NUIODa JAN., 2007 IN rm I 1-h - 30 ft 30' cl .1 PRU. NO. 06248 I II W �o :11 ol FOX RUN LANE II II II II II II II II Ss-- ss— _SS- 77— II II PREVIOUSLYAPPROVED OFFICE BUILDING II'� � PREVIOUSLYAPPROVED PARKING AREA PREVIOUSLYAPPROVED ...... PAVE40RIVE .... L 2s r EXISTING BARN L-j II - - - - - - - - - - - F- DOSTING BAkN u- -F —000�Do 0 r------ - III r SITE ENGINEER: -0� CIVIL ENGINEERING ASSOCIMES, INC. P.O. BOX 485 SHELBURNE, VT 05482 802-M-2323 W M--0 2271 x , -- DMWN Pim DSM �m SAV OWNER; MUNSON EARTHMOVING CORP. APPLICANT: CEA PROPERTIES, LLC PROJECT: CEA OFFICE PLANNED UNIT DEVELOPMENT LOT 1A MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT I UT9 I c I x1nmN I RLZ!ce/ JAN 0 EXISTING City of soa au"lington CONDITIONS PLAN GRAPHIC SCALE JAN., 2007 Dmvmo NUN= 1 nj ru-r I I i-h - 30 M gCL. 30' C 1 .2 06248