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HomeMy WebLinkAboutBATCH - Supplemental - 0118 Tilley DriveS t . Ji. to- PLANNING & ZONING January 17, 2018 Re: #SP-18-04 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since ly, aymont1tir Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 00A10, southbur i ngton PLANNING & ZONING Permit Number SP- l V - 0 (office use only) APPLICATION FOR SITE PLAN REVIEW IZI Administrative ❑ Development Review Board 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. I.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101, Burlington, VT 05401 Tel (802) 660-6805 Fax (802) 660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 215 Pgs 111- 1 13 3. APPLICANT (Name, mailing address, phone and fax #): Robert Bouchard Pizzagalli Properties, LLC - 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel (802) 660-6805 Fax (802) 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Rober Bouchard - Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101, Burlington, VT 55401 I ei (uUZ) ebU-tibUS Fax (802) 660-6868 4a. CONTACT EMAIL ADDRESS:: bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 118 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-00750.E 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Pizzagalli is requesting a change of use at 118 Tilley Drive from general office to medical office. We are requesting to change the total medical office space to 19,828 gsf. Building was previously approved for //,000 gsf of medical office space. Pizzagalli is also requesting after the fact approval for the installation of an add'I dumpster enclosure on site. b. Existing Uses on Property (including description and size of each separate use): Two story, 28,000 gsf medical and general office space c. Proposed Uses on property (i clude description and size of each new use and existing uses to remain): Changing828 gsf of general office space to medical office space New totals - 19,828 gsf medical, 8,172 gsf general. d. Total building square footage on property (proposed buildings and existing buildings to remain): 28,000 gsf. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Two floors, 28' high f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 100 employees h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Tenants proposed for 118 Tilley Drive and space amount and type Green Mountain Dental, PLC 2,700 gsf - medical. Champlain Valley Oral Maxillofacial Surgery 8,603 gsf - medical UVMMC - Complex Pain Mgmt. 8,525 gsf - medical McSoley & McCoy Accounting 8,172 gsf - general Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE a. Building: Total Parcel Size: 146,201 Existing 9.52 Proposed 9.52 Sq. Ft. % / 14,056 % / 14,056 sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 39.88 % / 58,388 sq. ft. Proposed 39.88 % / 58,388 sq. ft. c. Front yard (along each street) Existing 28.57 % / 3,275 sq. ft. Proposed 28.57 % / 3,275 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 0 * Projects disturbing more than one-half acre of land must follow the Ctty'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): $ 1,000,000 b. Landscaping: $0 c. Other site improvements (please list with cost): Add new bike racks in accordance with new zoning requirements. Bike rack cut sheets attached. 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No Changes to traffic proposed. 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I 1" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at thp time of submitting thesite plan application in accordance with the city's fee schedule. � I L / Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. 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 Robert Bouchard SIGNATURE OF PROPERTY' OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: 0 Development Review Board dministrative Officer I have reviewed this site plan application and find it to be: Complete Inco et ministrative Of er at The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant statepermits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 m { T1H-888-3-7233 EXISTING PRIOR TOnANr EIXCAVAIION FATALLY TOXIC GASSES MAY BE PRESENT \ BARN AT LOCATIONS WWICH MAY BE IN TIE WYEdAIE N UNDERGROUND PIPING SYSTEMS AND NCINITY OF UNDERGROUND UIIU8E5. WASTE SYSTEM STRUCTURES. \ PROJECT INFORMATON - tt8 TILLEY DRIVE AREA (SFIAC) TOTAL E 196,201 3 6 t . ���,��//""'' BLIMN BUILDING COVERAGE PARKING DRIVE COVERAGE 41503 SIDENAUKICOVERGE 1 . 009 8, 2857 5..82 NI MISC. -RAGE 8,4 —ALCOVRAGE ,3x 3S �✓'"� � OR VE TILLED ON CURRENT BASED FRONT VARDSETBACKEDE 15,059 0.35 100.00 FRONT YACOVERAGE (C9NVE98 PARKING) 5.538 0.13 3T.t9 fl45EDNT ORIGINALSET A KSIZESETBACK FRONT YARD SETBACKSIZE 12,090 028 t857 �F11 VI FRONT YARD COVERAGE (DRIVESBPARKING) 3,2]5 O.OB 2&]] o ZCNINGDLS RIOT INDUBTRIAL&CPENSPACE W E STATI. /"/ R. R - TRANSFORMER _ REQUIRED ,29 EQUIR W Ex.' VOLTArE VrWLT # \ ��'\ _ GENCFFICE ED OFFICE 18 t9.&YtS Ara PACESEPERtOWSFGFA URRY PEOESTAlS / i�� \ \ BTgiAOE \ RtOVIDED 1A NI Ef NG &CONTXXTS X.CONC. � �W}` ��� 1 ARIA /// w w1DE Fxl R.O cuRe \ \ \� sx LOT A = 62 TILLEY DRIVE .52ACRE5 \ x 0 NORTH STATE OF VERMONT -INTERSTATE 89 SOUTH 0 30 60 120 FEET / _c. CURBED SLAND / \\ N K / Na SE / C I —MET EX. cONG \ \\\ / CURB \ \ \ / EX. LIGHT \ X. COW. CURB \ \ \ \ \ FIXTURE. 33z 9 LIMIT OF CLASS III WETLANDS I CLASS II WETLAND LMI NOTES HIS PIAN IS BASED ON THE FIXLOMANG. A) A RAN PREPARED BY DONALD L HAMLIN CONSULTING ENGINEERS, INC. ENTITLED I MWNTAIN VIEW BUSINESS PARK, LOT BSITE DEVELOPMENT, SITE PLAN', DRAWING 1. DATED MCCB, LAST REVISED 01I15I07. B) FIELD O RVATKJNS AND MEASUREMENTS PERFORMED BY OCNALD L HAMLIN CONSULTINGENGINEERS.INC.ONMMN 18. 2. LANOSCARNGFEATURES DEPICTEDONLOT BARE BASEDON INFORMATION PROVIDED BY THE BE GROUP. wcxl PIZZAGALLI PROPERTIES, LLC 462 SHELBURNE ROAD, SUITE 101 :1 BURLINGTON, VT 05401 1 L Rs� PRUCi nRc MOUNTAIN VIEW BUSINESS PARK 118 TILLEY DRIVE DRAWL flU SITE PLAN ,W,11111„I OF VER J P. A-`��` •.: N. 7201 rz D, : DLHCE &ndd �L��)/Harlin Consd ing UPK ✓PK q"GTSTE�°� 2` �36gineers, Inc. MOUNTAIN VIEW BUSINESS PARK - LOT B KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS TREES AR Acer rubrum'Armsbong' Armstrong Red Maple 14 2 112-3" Cal. B&S, 6' Branching Ht. (Min.) AF Acer rubrum x lreemanii'Autumn Blaze Autumn Blaze Maple 7 2 112.3" Cal. B&B, 6' Branching Ht. (Min.) GO Gymnociadus dioicus Kentucky Coffeetree 6 2 112-3" Cal. B&S, 6' Branching Ht. (Min.) li PC Pyrus calleryana'Chantideee Callery, Pear 7 2 1/2-3" Cal. B&B, 6' Branching Ht. (Min.) PGa Picea glauca White Spruce 13 6-T B&S, Full PGb Picea glaucs White Spruce ggg 8.10, B&B, Full TO Thuja occidentalis'Nigra' Dark American Arborvitae 5-6' B&S, Full !, SHRUBS 4 Q EA Euonymus slatus'Compactus' Compact Burning Bush 120 24.30" B&B, Plant 30" o.c. VT Viburnum trilobum'Compacta' Compact Amer. Cran. Viburnum 6 24-3P B&B, Plant 30' o.c PERENNIALS j CV Coreopsis verticllleta'Moonbeam' Moonbeam Coreopsis 8 1 Gal. C.G., Plant 18" o.c MS Miscanthus sinensis Maiden Grass 2 2 Gel. C.G., Full RF Rudbeckia fuigida'Goldstrum' Blackeyes Susan 10 1 Gal. C.G., Plant 18° o.c. ST Sedum telephium'Autumn Joy' Autumn Joy Sedum 12 1 Gal, C.G., Plant 18" o.c PARKING LOT TREES RU55ELL TILLEY NIF /j TO SATISFY SECTION 13.06E / ��� / _ \ 3-AP �L t - TO ,s 1 F INF IGN IN 6-ST 1-MS 8-CV 10-RF 3-VT _ ' 1 -� . \ \ TILLEY FAMILY r ,• i� - LIMITS � - ERSHtP "T " wF i � D PARTN 3•vr I y , ',...-• / , t 1-PGb �AENTRY SIGN PLANTING PLAN ;. SCALE 1' = 10' P I 2 PGa A 2 P t- w ,-PGb A';. „ „ - d �. ).. � t ' H74 P1 2AGAtLI PRt7P,y RTIF5. LLC t MTN VIEW EIU511,1E55 PART, LOT B_(STREEr N1;1,8). 3.36 ACRES 2-PGa -- — — — -- 1--PGGb I l t m PGS I St ` 1-PCab Iry I`'iv--�--- f- \ 9° 4-AR -- 7 1-0 •,,. S°._ - 1-PGb I PIZZAGALLI PROPERTIES LyyC ,k, � MAN. VIEW 6U5INE55 PARk LOTMAT (5 T1tCET Y62), 4.52 A6�"E5 -`-�/* s­' � 37, 2-PGa ""�--.�^ / ' -P� \ r-- 1-PGb \ 1 PGb _� h f r /eoan^ STATE OF VERMOtJT -INTERSTATE 89 MOUNTAIN VIEW BUSINESS PARK LOT B South Burlington, Vermont SE GROUP planning & design lot Ch..h St— aurlineto% Vermont 05401 ph— (802)862-OM faz: (W2) %5-2440 xgrpmm 4 per pizzagalli P— P. r 0 1 P. I I. Developer so joy Derc South Budhplm, VT 05407 802.861.1375 0 15' 30' 60• Scala: 1• = 30' Date: 02A3.04 Drawn By: MKW Checked By. MKW ReNa — role PLANTING PLAN Shmet Numtw, L1.0 Project Number: N202 9W L1.O-Plantlng Plen.dwg Bike Hitch 0 III i� r, *11" The Bike Hitch is an attractive ands ace efficient bike rack. The Bike .` Hitch was specifically designed for sidewalks and .. other narrow space r applications. The rack's design restricts bikes to parking parallel with the rack so bikes won't protrude out into the sidewalk or street. American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com Bike Hitch GZO 0 35) 1 �~ 2.375" a 75 32 r" - Example of rack in use Product Bike Hitch Capacity 2 Bikes Materials Centerbeam: 2" schedule 40 pipe (2.375" OD) Ring: 1.5" OD 11 gauge tube 4400 Finishes Standard options: Galvanized Or Powder Coated •• •�1 ® RAL 9003 � RAL 1023 Bright vegow Also available in PVC, Thermoplastic, or Stainless steel. Installation In ground mount is embedded into concrete base. Specify in Methods ground mount for this option. Surface Mount has one 5" x 6" foot which is anchored to the ground with four anchors (included with rack). Space Use Wall Setbacks: & Setbacks For racks set parallel to a wall: Minimum: 12" Recommended: 24" For racks set perpendicular to a w: Minimum:35" / Recommended: 38":�L y, Distance Between Racks: Minimum: 24" Recommended: 38" Street Setbacks, Minimum: 3 /54" i 08" it no agile me" 24" 36" s\� American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Page 1 of 3 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com C C� Bike Hitch Surface Mounted Installation GZO *Tools Needed for Installation • Tape Measure • Marker or Pencil • Masonry Drill Bit • Drill (Hammer drill recommended) • Hammer • Wrench 9/16" • Level Recommended Base materials: Solid concrete is the best base material for installation. Ask your American Bicycle Security representative which anchor is appropriate for your application to ensure the proper anchors are shipped with your rack. Be sure nothing is underneath the base material that could be damaged by drilling. Installation: 3/8" anchors are shipped with the rack. Place the rack in the desired location. Use a marker or pencil to outline the holes of the flange onto the base material. Drill the holes in accordance with the specifications shipped with the anchors. Make sure the holes are at least 6" away from any cracks in the base material. 2. Drill hole 3" Deep Use washers to level rack CM 4. rf - (Anchors will vary according to install surface) Tamper Resistant Hardware The concrete spike is a permanent anchor. The top of the wedge anchor can also be pounded sideways after installation so that it cannot be removed. Other tamper resistant fasteners are also available for purchase. Breakaway Nut Stainless Tamper- Triple -slot Nut When using the special tamper resistant nuts, always set and first Proof Nut tighten the anchors. Once the rack is installed, replace two nuts from the bracket (opposite sides from each other) with the tamper resistant fastener. DO NOT OVERTIGHTEN the tamper resistant nut. Concrete Spike American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Page 2 of 3 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com Bike Hitch In -Ground Mounted Installation O *Tools Needed for Installation • Level • Cement mixing tub • Shovel • Trowel • Hole coring machine with 4" bit • Access to water hose • Materials to build brace Installing into New Concrete Poured corKrete 1 ■ 2 ■ 4-7' deep Place corrosion resistant sleeve (min. 3" inside diameter) in sand pour bed in exact location where rack will be Pour concrete installed. Make sure top of sleeve is & allow to at same level as desired finished cure. concrete surface. Fill sleeve with sand to keep it in place and prevent it from filling with concrete. After curing, dig out sand from sleeves & insert racks, Place racks in holes, making sure they are level & making sure it is at the appropriate height. level. Installing into Existing Concrete 2. Place rack into holes, making sure it is level. 1. Core holes no less than 3" diameter (4"recommended) & no less than 10" deep into surface. Fill holes with epoxy grout. 32" of the bike rack should remain above surface. Make sure rack is level & held in place until the grout has completely set. *An easy way to brace the rack while the grout sets is to bolt two 1x4" boards together at one end and clamp them onto the legs of the rack like a clothes pin. American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Page 3 of 3 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.corn December 16, 2011 Re: #SP-11-59 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. R J. Belit tive Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburt.com POA116, southhurlington PLANNING & ZONING Permit Number SP- - (office use only APPLICATION FOR SITE PLAN REVIEW X Administrative ❑ Development Review Board 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Pizzagalli Properties, LLC 50 Joy Drive, P.O. Box 2009, South Burlington, VT 05403 Tel # 660-6805; Fax # 660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 215, Pages 111-113 3. APPLICANT (Name, mailing address, phone and fax #): Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Tel # 660-6805; Fax # 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard - Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Tel # 660-6805; Fax # 660-6868 4a. CONTACT EMAIL ADDRESS:: Bbouchardapizzagalliproperties.com 5. PROJECT STREET ADDRESS: 118 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-00750_L 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): We are requesting approval to convert 1823 square feet of medical office space to general office space. First floor at 118 Tilley Drive. b. Existing Uses on Property (including description and size of each separate use): Medical office approx. 13,000 sf General office approx. 15,000 sf c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Medical office approx. 11,000 sf `� uenerai orrice approx. -i i UUU sT C /0 d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing building 28,000 sf e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Two floors._28' high f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 100 office h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE a. Building: Total Parcel Size: 146,201 Existing 9.6 % / Proposed % / Sq. Ft. 14,056 sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 39.1 % / 57,209 sq. ft. Proposed 39.1 % / 57,209_ sq. ft. c. Front yard (along each street) Existing 24.1 % / 2,905 sq. ft. Proposed 24.1 % / 2,905 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 0 * 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): $ 89,810 b. Landscaping: $ 0 c. Other site improvements (please list with cost): 0 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/A - NO changes to traffic 11. PEAK HOURS OF OPERATION: 8:00 a.m. - 5:00 P.M. 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: 12/9/1 1 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES' (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). Not required for Administrative Site Plan Applications 3 Site Plan Application Form. Rev. 12-2010 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (1 I" 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 in accordance with the city's fee schedule. $258.00 enclosed. 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 PRINT NAME Do not write below this line DATE OF SUBMISSION: I REVIEW AUTHORITY: ❑ Development Review Board g Administrative Officer I have reviewed this site plan application and find it to be: Complete nco lets Officer The applicanl orpermillee retains the ohligalion to identlry, applyfor, and ohiain relevanlstalepevmiis for thisprojecl. Call(NO2 879-567610 speak wish the-egionalPevmil Specialisl 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") Site Plan Application Form. Rev. 12-2010 THE CONTRACTOR 5MALL NOTIPY'DIG5ArV AT 1 -GOB-344-7233 PRIOR TO ANY EXCAVATION AT LOCATION5 Wn11CM MAY 5e IN THE IMMEDIATE VICINTTY OF UNDERGROUND UTILMe5. J NOTE5: OIOGRAPIT ON LOT a IS OASED ON TOPOGRAMR; sURVC'S IEWORMED IN SEITEMeER. 2003 AND D[CCMBER. 2 13 eY DON —I L. M—IN CONSULTING ENGINE- 2. e' TING PEwTUR[S ON LOr A ARC BASED ON A PUN tNTTUD •MOOMUN VIEW 5— IARA. SIR _ wT REVMD OM30O3, MIARPp DY DONAID L NAMLIN CONSULTNG ENGINEERS S- [LEVATpNI ARE BAXO ON U.9 G.S. Dwrtna iAAEN PROM A e[NCnMARR AT mC NORrnWEST CORNER M rnE NCW DIGLAND T[IEhIONE IRORRry tOGlep ACROSS INnxsTwrc B9IFOM me TINILY II[ORRTY. eCNCNMARA CLNATX)N WN ODTNNCD PROM II® ROCRNCR. I.C.. DURUNGTON. VERMONY TNT, PIAII o axo oN w Runty ORAwmG r1AN emTlEo TWouNrAIN view eNslNcss IARr. uDr a strc '—NEE- 5 AlNr, yrc Iuvr. wTeo of /� Av4. wr REVISED ovl zloc, ev DDNAID L. nu4uN wrouLTNG wc. UND` RING MATURES DCIICI[O ON IDi a ARE QIYO ON iNCORMATiON PRp/IOED eY m! 5[ GRdII 6. mIS ILu119 BASED ON w PLAN —TtEO *AOUNTAIN VIEW BUSINCSS —. LOT a SITE OEVELOIMEM. PROPOSCD 91DEW--TIM'. —D OT✓2 Q. BY OONALD L. 11AMON CONSULTING [NWN![RS. INC. r. mL5 RAN 19 %D M A IUN ENTrtILD'MOU — VIEW dJSIN[S5 IARIC. LOT B SITE D[VCLOIMENT. IRDI09CO NORM ENTRANCE SI01— NRIROvlMe—, OAY[O O 11 . wT REVISED OSI I • L. W WxAID L. nAMUN CONSIATMG en e,-. INC. PIZZAGALU PROPERTIE5, LLC MTN. VIEW DU51NE55 PARK, LOT A (5TREET #G2), 4.52 ACRE5 WP Noam 5TATE OF VERMONT - INTER5TATE 59 Bourn 30 0 30 GO 90 WARNING: FATALLY TOXIC GA55E5 MAY W PRE5ENT IN UNDERGROUND PIPING 5Y5TEM5 AND WA5TE 5Y5TEM 5TRUCTURE5. i f t P A •; PROJECT DGSTING IROPOSED bRQ 'too INFORMATION -LOT B CONpTIONS CDNDITXXJ$ � 'S f C�yye "L gg xO AREA (51) rorALP xT � roAA x ALLOW[D NahT�9P•� D WT 51X 146.201 100.0 146.201 100.0 b eU11CXNG COVERAGE PARKING R DRWE COVERAGE 14.056 9.6 41, 166 2e.2 1 MG 9.6 4I,166 25.2 40.0 510CWAACOVERAGE 1,730 1.2 1,987 1.3 ...x.... T.. OTA-.C..OVERAGE ..VERAGE 99..0 56.9.-5..2- 57.2.-0... 39.1 70...0. I TILLEY DR1VE FRET rMG 9EIHALR 91X PROM vwRO COVERAGE 12.040 100. 2.905 24.1 12.100. 2.905905 24.1 30.0 f ^ S ZONING p5TR1CT: MDUSTRIAL •OPEN ^FACE A-' ...}•. - PARI'JNG sTA16TC9 -..- I •l _ PROVIDED: I305PACE5 \ \\ r Sb! SEIBIO r A p \ ` PIZZAGALLI PROPERTIES, LLC \ N/F \ 1 \ 1 \ 1 \ 1 \ ` 1 \ 1 � \ 1 \ 1 � 1 1 \ 1 1 \ 1 1 I E I \ I I \ I - INDUSTRIAL f MEN N'GE ..... — _ _ _ _ - _ _ _ _ _.. __. - Ino-iNleft Aft'IIIG\wAYb k— , ON E• STORAGE ` f PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 nTLE MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT nnc SITE PLAN Sml[ cd L f!''am Consulting ARD �'ngineers, Inc. �; sss stab srP.Rr 1 AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC COMMENT PERIOD: September 17, 2009 — October 16, 2009 PERMITTEE INFORMATION PERMITTEE NAME: PERMITTEE ADDRESS: PERMIT NUMBER: Pizzagalli Properties, LLC 50 Joy Drive P.O. Box 2009 South Burlington, VT 05407-2009 3622-INDS.R PROJECT ID NUMBER: EJO1-0291 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Unnamed tributary to Potash Brook EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to Pizzagalli Properties, LLC for the discharge of stormwater runoff from Mountain View Business Park — Lot B located on Tilley Drive in South Burlington, Vermont to an unnamed tributary to Potash Brook. The means of treatment includes grass swales and a detention pond. This draft discharge permit reauthorizes previously issued discharge permit 3622-INDS for Mountain View Business Park — Lot B. TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. -2- FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3770, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) October 16, 2009, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408 or send via email to Stormwater@state.vt.us. If sending by mail, the permit number should appear next to the VANR - - — --address-ontlre-envelope and on -the firstpage-of any submitted -comments. 1fsending-by`e mail; -- the permit number should appear on the subject line. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the parry filing such.request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. RIGHTS TO APPEAL TO ENVIRONMENTAL COURT At the conclusion of the public notice period and after consideration of additional information . received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Justin G. Johnson, Commissioner Department of Environmental Conservation vr. ��./ �vvv tVi] tu: vl cna"oUG�000 , �'`' t1 �.RHPl t'LH 11V IRELAND INDUSTRIES U001 � 002/014 SITEWORK BID FORM BID PACKAGE NO. 2.1 February 4, 2005 BID DUE: February 22, 2005 at 1:00 pM FAX TO: (802) 651-1363 To: . Mr. Jon Pizzagaill Pizzagalli Construction Company P.O. Box 2009 South Burlington, VT 05407-2009 P- PizzagalIlE oonatruotlon oompr3ny From: fir. Ralnci� ---�---- uuPnbor-_ RE: Mountain View Business Park — Phase 11 Tilley Drive 6u c 1 n�rt�ih South Burlington, Vermont Job No. 12167 ThC' undersigned, having carefully studied the Bid Package, Specifications and Contract Drawings as stated in the Sitework Bid Package dated February 4, 2005 and other documents and instruments incorporated herein, hereby proposes to perform all work within the Bid Package Without limitation and In strict accordance with all of the requirements, for a lump sum amount of; Sitework Base Bid —118 Tilley Drive: 4k ft Dollars Sitework Base Bid — Tilley Drive Extension: 1"1v"< �1n1�C�J C � � 111�^� 0�•'t. "� �LIiJ'<:.n(_! 5<'VCvI. �/141i1C1•y'C c� "}� �:" Dollars ` Sitework Base Sid --118 Tilley Drive and Tilley Drive Extension Combined: S R. V' : ,n 50 )oy Drive, SpUth Burlington, VT osg03 802,055.g100 •s;- WWW,PIZZagaill.com 0 'It ,'OW AJ/ MIA Dollars 02/22/05 TUE 12:55 [TX/RX NO 93721 Z 002 04/12/05 TUE 07:57 [TX/RX NO 99501 [6001 �� �4� LVVcJ llli�1J�, U vV�� M Al UHAMYLAIN U003 i A Out 6" 1RELAND INTUSTRIES i Z0041'01 PROPOSAL THE FOLLOWING PROPOSAL IS HEREBY MADE TO: Plzzagalll Properties, LLC 1 - -- --- ����� yr � �:AL CONDITIONS AND CONTRACT DOCUMENTS The Undersigned has examined the location of the proposed work, the Drawings, Specifications, and other Contract Documents and information, and is familiar with the local conditions at the place where the work is to be performed. 2. EXECUTION OF AGREEMENT AND FURNISHING BONDS Within ten (10) days after being awarded the Contract, the Undersigned agrees to execute the Agreement, and to furnish the necessary Contract Bonds.. 3. ADDENDA The Undersigned hereby acknowledge receipt of the following Addenda. Addenda No. Date t CONTRACT TIME If awarded the Contract, the Undersigned agrees to complete the work within I, 5 calendar days, commencing within seven (7) days of the starting date contained in the Notice to Proceed. S. OWNER'S RIGHTS RESERVED The Undersigned understands that the Owner reserves the right to reject any or all Proposals or to waive any formality or technicality in any Proposal in the interest of the Owner. 6. SCHEDULE OF PRICES The Undersigned hereby proposes and agrees to furnish all the necessary, labor, materials, equipment, tools, and services in accordance with the Plifications at the prices established in the Schedule of Prices. ans and Spec PROPOSAL Rov o W/M L -6 02/22/05 T'E 12:55 [TX/RX NO 93721 e 004 04/12/05 TUE 07:57 [TX/RX NO 99501 Z 003 v�i �sr%GvuJ 1t C�1J; 111 �' ri ni unamrLaiiv r �l� Buz dDU i0Z6 6 V IRELAND INDUSTRIES 1 1 LO004 Z 005/014 Bidders must bid on each and every item in the Schedule entering clearly in ink the ,price hid. The Schedule of Prices referred to herein are as follows. The bidder agrees to perform all the work described in the Contract Documents for the following unit prices. All unit prices are to be shown in both words and figures. In case of a discrepancy, the words shall govern. Item No. and 1) Strip & Stockpile Topsoil 131D SCHEDULE Estimated Unit Price Total Price Quanti Einwords and fi ures in fi urn 7,500 sy Zero Dollars and 5jX Cents 2) place Earth Borrow 4,600 (Fill material from Mtn, Vlow cy Business Park -- Lot 13 constructlon Will be stockpiled on Lot 1 of the Dollars Tuley 11 5ubdMsion for use on this pro]oct.) and C`Il Cents ($ ' 00 3) New Catch Basin 12 each (Including excavation, backfill, frame & grate) ' ��.', Dollars and Cents ($ _ 1 .500.00 ) $ 1000.00 4) 12" HDPE Drainage Pipe 120 if (including excavation, bedding, & backfill) e.r~ Dollars and k .. _ Cents 5} 15" HDPE Drainage Pipe 895 If (including excavation, bedding, & backfill) _ .4..�-->;•..l ��;. Dollars _ _ Cents and "�C; _ 6) Drain Manhole T Type 1 2 V diameter with 48" sump (including excavation, each r '' � � � ', ,c :, �`. c: •: Ica � : �..;. �, backfill, frame & cover) Dollars and '�•.r ; _Cents ($ > $ -1-0WV9W 00 PROPOSAL Rov o:uorro:, 02/22/05 TUE 12:55 L-7a [TX/RX NO 93721 Z005 04/12/05 TUE 07:57 [TX/RX NO 9950] Q 004 rhn 0U4U�oor.3a PC AT CHAMPLAIN UL/GL/LUUU tut IJ:UZ PAA bUZ 8bU I)528 S D IRELAND INDUSTRIES Q005 R 006/014 $ ':" Ron. 00 8) Drain Manhole — Type III 1 each 4' diameter with 24" sump (including excavation, r y. t •'w „-r l Dollars baekfill, frame & cover) and \' Cents ($ -- 14AP 2CL00 ) $ I �(000.00 9) Sanitary Sewer Man-ho (including excavation, backfiii, invert, frame & cover) 7) Drain Manhole —Type I1 2 each 4' diameter with 24" sump J'i�,`' :�'. ��> :':>`•'�� ,ry :�+:1•, (including excavation,e:y, Dollars backfiii, frame & beehive grate) and 1.�c Cents ($ _ I 6 each _ Dollars Viand y*, ., Cents ($ �n -) $ 10) b" UDR 35 PVC Sewer Pipe 235 if (including excavation, bedding, and backfitl) �'...; Dollars and 1 % Cents ($ -._ ac.00 ) $ gDy0 11) 8" -!:;DR 35 PVC Sewer Pipe 860 If (including excavation, bedding, and backfiii) �,:.� `• •.. �_ _ Dollars and �;. Cents ($ .._ O ) $ q 2,,� ,� �q ��VO 12) 4^ -;DR 11 HDPE Foncemain 910 1f (including excavation, bedding, and backfill) _ _ •.,__ ,_ '1-.... Dollars and "1 �. �;r„_ Cents i $ �� 50• �U 13) 3,000 Gallon Concrete 1 !s Emergency Storage Tank for Mtn. View Business Park Pump Station (including 6" -. i.,c,.< <`..�.;� ,tea Dollars gate valve & box, connection and Cents to existing structure) ($ 1Q4 DQ0.1 $ 14) 4,000 Gallon Concrete 1 ^O Emergency Storage Tank for is ` �`` 1 �: \ ..:.. :,i . 1c l Tilley 11 Pump Station Dollars PROPOSAL Roy 02M7Ak, and , ;, Cents s_-7b 02/22/05 TILE 12:55 ITX/RX NO 9372) i�J00Ei 04/12/05 TUE 07:57 [TX/RX NO 99501 Q 005 UL1LZ1Z000 iut-16;uz-rA;i-862-�Uu 1528 S 1ll, n1L %NDnmrj-AIIN • ► i 10006 a00i/ 014 16) Sewer Pump Station and 1 Is Auxiliary Discharge Manhole y Dollars and Cents ($ _�. 4a�a�o-04 ) $-�M,000.00: 16) 6" CL 52 Ductile Iron 61 U If Waterline (including excavation and backfill) ^ _ �� ', .. i Dollars and �' Cents 17) 8" CL 52 buctile Iron gip if Waterline (including excavation and backfill) : , \ Dollars -- - -V a a- - - .....-.. and Cents p 18) 6" Gate Valve & Valve Box 5 each k'w,i Dollars and _ 1 'ls , Cents ($ SoQ, oQ) $ Od 19) 8" Gate Valve & Valve --�__ 4 each _*,, r,1 N\-\r r-,\v cLc\_.-_ Dollars and Cents 26) New Hydrant Assembly 2 each (including gala valve) 1� A. Dollars Dollars and 1 NU Cents 21) New Waterline 13Iow-Off 1 each Assembly (including concrete pad) Liz Dollars and—r...._ ,'`� Cents 221 16" Steel Sleeve for 55 If Waterline PROPOSAL ' c C' -. ,.t Dollars and ., _ Cents !_ - 7c 02/22/05 TUE 12:55 ITX/RX 10 93721 2007 04/12/05 TUE 07:57 [TX/RX NO 99501 Z 006 v4 « LVVi) 1ur, lj; uZ VAA bui- 6bu 1528 S D IRBLAND IINIDLiSTRiES LO007 R 008/014 23) 90' x 4' Concrete IIox Culvert (including excavation & backfill) 95 if $ L49 500.0r, 24) Bituminaus Concrete 320 ton Pavement, Type Ill Dollars and t.rC:i Cents ($ $00.0© ) ' Dollars and Cents 251 t3ituminous Concrete 445 ton Pavement, Type if Dollars and ` •� t' ; w Cents 40) Plant Mixed Gravel 1,030 cy e r 4 ,. Dollars and _ �, .�, ; Cents ($ 27) Dense Graded Crushed 2,215 cy Stone Dollars andW \ ' Cents ($ 20) Geotextile Fabric for 5,795 sy Subbase (for roadway & bike path) C;\')e Dollars and Cents 29) Cement Concrete Curb 2,740 if c'. t Dollars and �- Cents c$ .00 ) $ al.Hoo.0.0 30) Steel Beam Guardrail 455 tf PROPOSAL Rov 02r07/01, r 1' �y.�:.:,C; Dollars and fl C:, Cents ($ - a Oo > 02/22/05 TLE 12:55 L - 7d [TX/RX No 93721 aoo8 04/12/05 TUE 07:57 [TX/RX NO 99501 Q 007 uc 44 4uu0 Jut J�;-fAX-802-860 1528 S DA IRELAND�INDUS1TRIES ig 008 Z 009/014 31) Spread Topsoil 860 cy (4" depth) Dollars an.. `' Cents Seed, Fertilize, 8, Mulch 7,820 sy . r'..v' c•; Dollars andy-1lK'1; "\' •., Cents 33) Type I Stone Fill 35 cy Dollars and ,; ; Cents ($ 0. 0c) ) 34) Silt Fence 1,885 if — Dollars and } Cents 35) Construction Fencing or 2,950 if Approved Flagging �— — • _ 1 'i..l ; . Dollars and Y..)13 Cents $ , 36) Catch Basin Inlet protection 12 each �'i iti ylYcc* Dollars ' and w,-Cents 37) Stabilized Construction 1080 sy Entrance & Construction Staging Area W (� c•.. Dollars and r' � > Cents 38) Geotextile Slope 1 500 s Stabilization Blanket y PROPOSAL. Rev oz,07fy, Dollars and ._ Cents L-7e 02/22/05 Tt')~ 12:55 17'X/RY NO 93721 U009 04/12/05 TUE 07:57 tTX/RX NO 99501 Q 008 UG% LL1 LUU� iui;�I UZ °VAA 6UZ0bbu 15ls S DU RALANAINDUSTRIES U009 1 R010/014 39) Geotextile Stabilization 1,110 Fabric for Ponds sy _- �;.�,.;,� Dollars and Cents 00 40) 5" Sch. 40 PVC Conduit 2,175 if _ Dollars and (��. Cents 41) S" SCh, 40 PVC Conduit, 405 If Concrete Encased r r Dollars and �: ;� -ti. Cents ($ - ►a �o ) $ 42) 4" Sch. 40 PVC Conduit 4,355 If •� • Dollars and Cents 43) 4' Sch. 40 PVC Conduit, 1 235 it Concrete Encased C: v" Dollars and \.. Cents //w��. LO 44) GMP Vault #K-30.5 3 (including excavation & each % ' 1'-.:•'::�,r,c' E , � bacicfitl) - �• f j Dollars and 11 C. Cents 45) Erosion Control Inspection, Maintenance, & Reporting) `) Dollars and Cents 46) Dust Control 1 Is PROPOSAL •i w \l ii Dollars and -�,_ Cents L-7f 02/22/05 TUF 12:55 ITX/RX NO 93721 ZU10 04/12/05 TUE 07:57 [TX/RX NO 99501 IaOO9 uZizz ZUUD I'Llt M OFAA802 860 `528 S DYIRELANDAINDUSTRIES VAA U010 ZDill 01AI 47) Mobilization 1 Is Dollars and ., Cents 48) tarthwork cut volume to be used as fill material for Is roadway and pond 1lvrtclve.cl Dollars construction, (approximately 2,800 cy) and f.T_ Cents TOTAL BID" $ 531. 113.00 The Owner reserves the right to reject or waive any Informalities in, or reject any and all proposals, or to accept any proposal deemed to be in the best interest of the Owner. CONTRACT TIME: Number of calendar days to complete the work PROPOSAL Rv 021M ; L _ 7g 02/22/05 TUE 12:55 [TX/RX NO 93721 Zoil 04/12/05 TUE 07:57 [TX/RX NO 99501 Q010 C AT MPLAIN 011 02i22%2005 '1'l' 13r02 6FAX 802O860 t�28 S DYIRELANDAINDUSTRIES ZR0 � �012;`014 7. GENERAL REQUIREMENTS The undersigned agrees to conform to the following additional general requirements; a. Ali of the work shall be done in accordance with Information For Bidders, the Proposal, the Agreement, the Plans, and the Specifications. b. All materials, unless otherwise specified, shall meet the requirements of the latest standards or specifications of the American Society for Testing and Materials, American Concrete Institute and shall meet with the approval of the Engineer. c. The undersigned agrees to provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, superintendence, temporary construction of every nature, and all other services and facilities of every nature whatsoever necessary to execute, complete, and deliver the work contained in the Contract Drawings and Specifications within the, specified time. THE ABOVE PROPOSAL. IS HEREBY RESPECTFULLY SUBMITTED BY: Trf-I(XY,d &CON\ner.5 Co-V TOR er-�- 100 Grove EiUSIiYES$ ADDRESS-- V\-KOLr-1 AA , a00 i©n PROPOSAL nov 0=7106. L - H 02/22/05 TUE 12: 55 [1'X/I?X NO 93721 4� 012 04/12/05 TUE 07:57 [TX/RX NO 99501 laoll V411L/VO V0:1V VAA 5UZbb6b759 PC AT CHAMPLAIN UL% IM 16: uZ Phil dUZ Abu 1526 S D IRELAND INDUSTRIES 1 10012 �013ioil S. D. Ireland Brothers Corp. ................. ... ............... ......._._.............. . 1pf' 0, Box 2286, S. Burlington, VT 05407 100 Grovc Strcet, 1<1t11•linP,ton, VT 05401. Ph. 802-863.6222, Fax802-860-1528 Tills ii .Cil1F1(1riVLSlOII Scone of Work February 22 2005 a) Clear and grub site. b) Strip and stockpile topsoil. c) F'urnisll and instal) erosion control as per plans. l�'urnisll On -Site; plarl Coordinator. (1) Cut and fill site to proposed subgrade elevations using native excavated materials. No granular borrow is include. or T t i Borrow material rtceded for site is calculated as coming from 118 "Tilley Drive proje;ct.� e) Construct water System as per plan including testing. chlorination. f) Construct storm systetll as per plan including cast -in -place box culvert, and pond work. g) Construct sewer system as per plan inclu(iAlf; pump station and storage tanks., No acmote <tlbll't11�Sti n1 1S it1C cri. Electrical service to putrtp Station by others. Sewer force tl7aitl is included. inclucl�cl. All testing of tanks, piping, and manholes is h) Construct roadway as per plans including gutu-drail. Construct bikepath us- pet, plates, install concrete curb as per pltttl. 1) Respread topsoil using material from on -site only. Sexed and nIUICh disturbed tlrctls. Any other tatl.dscaping to be by others. 1) Furnish tncl irlstnit three utility vaults and associated concluit. All wiring, transforrrlcrs, pads, etc., to be by others. 13iicl Clarificati.o.ns a) All permits, fees, and/or licenses by others. b) All soils and compaction testing by others. c) L-edge blasting all(l removal is not included. d) No haticlling ot'any larnrdous rtltttcrials is included. c) 'Winter frost protevtion is not included. f) Removal and/or replacc:rllellt of unsuitable subbrade materials is not inctudcd. g) Initial layout by others. 11) Cost for performance and payment bond is included ill base bid. 02/22/05 TUE 12:55 [TX/RX NO 93721 U 01:3 04/12/05 TUE 07:57 [TX/RX NO 99501 U 012 .W Trwavrnr: roIVGRArn�c SUAve» nwvrtLxD lu 9errenRc� zaD3 NND Dernn9e� zoos D�mDiN�n�i. [iwnuN w«>wnNc e«uNmu. DaSn«G nuruR> o« Lor A Aw: wseD oN A n.w eNLmm TAm4Ira« vlcT DUST«rn rARR DDc rum. wr Nvnro ov3ao3. r•rrAN:D m ooNNn L. w,nRl« mNWLn«D cNGI«aw9. 3. nEVATw«5 ARE DA9[D DN U.5c.9. DATvm rNvsl rRDm A eer«:nnaRA AT me «DR[�Nc r coRncR or T[ltngN[ r4or[Rtt InCAT[D ACROYI IM[R9TAR D9 rFD14 in[ nD1v rwJRlwr. D[NCTINW V. DEVATroN wAS ODTNNro rRP4 rF[D eDcg1[R r.[., WRI«GTO«, ViRNroNT. TN5 rIAN IS N. o On A wXAw) DI[AWING rUW [NTIiIID TgU«fN« VwW IX191«65 rMK tOT a MR EN6M[[R3. MC.•. �� ONI DrD4, Wi wY[9[D OM1 ] 06. Dr Do«Nn tw4u« CON9ULrn1G N4EYa PNm. IDf a SIR DCIDMNCM. PROrP.a[D 9ro[wALR gpplTlOm. DARD OV2h�6. Dr DO«ND L. nA•rtw CO«SULIMG [«Grt.Y[10. INC. N[S9 rME. IAT D 9rt[ D[VUOrn<M, NRRP2M[M9'. DATro O[YI606. WT RLV15m o9YI5.vG. er CONNED lonAMDN W«9UtTING [NG1rK[R5. HIC. INTERSTATE H1GLGYERLAY ZONING DI.ST.T RICT PIZZAGALLI PROPERTIE5, LLC MTN. VIEW DU51NE55 PARK, LOT A (5TREET #G2), 4.52 ACRES PVF STATE OF VERMONT - INTER5TATE 89 sov[n 30 O 30 GO 90 Ja,A ; F g .wr'-s:wc r \ D[5[1V4R r \ \ t a PIZZAGAW \ PROPERTIE5, LLC — — — — — — — — — — — — .. I«O- iNLEv9rAn nK4M'Ar OVWAv - C PROJECT EA15— rwxoseD INFORMATION -LOT 6 couomo«s coNDrtIDNs - A OF R Or R N (517 rorK —on roTAL PLLPNED LoT 51ZE 146.201 100.0 146.201 I DO.O WILDING COVERAGE PNiNINctCRIVECOV[RAGE 14.056 9.6 41,166 28.2 14.056 9.6 40.o SIDEWALK GOVERAG[ 1,730 1.2 41.166 2. 1,9D] 1.3 TOTN, COVERAGE —_ 56.952 390 5].209 39.1 _ ]O_.0_ rue Dw RANI SEiMCR 512E rROM YARD COVERAGE 12.IO. 2.-905 24.. 12.100.0 2.-905 24.1 30.0 ZONING DI9TRLCf: INWSTwP! t OPEN SPACE PARNNG 5TATISTICS fRDVIDED: 130 SPACp PIZZAGALLI PROPERTIES, LLC MOUNTAIN LOT I SITE VIEW OFFICE PARK DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 LEGEND O CmB�NATION POLE PaNEft POLE fi GTCN BnsiN uiw+i.Ni y- O TELEntlNE POLE .. w 4nrE vntvE .w LIGR fi nwlroRlNc wEu o suPPDRr Pale - sEwER ttEnNouT '�a euEN .. w.TURni cns —11 �,Y EIIRt9 m NATURAL cns nETER [�� CpIIPEROU' TRCC n SiGN DC IOUOuS TREE Y nnlL 80R M —�c— eocE or woods CDOE OP wEiLAflDS Puc Pae — CONTOUR UNE J CONCRETE PROPERTY LmE npunwT A IRRI PIK fpMD —M'— INTER UNE � SURVEY STATION 5— SANITARY SERER LME G SENER nANNOLe O— zTagT SflNER LRJE El ORMNAGE Eu»IOLE —O— NATURAL W LNE S� TELEw1Q1E PUNIIOLE —T— UNDERORgIND TELEw10NE O 0.[GTRNIL PUW10.E —E— uNOERGR0UIID RKTRN:LL B CURO STOP CTv UN[NiROPDUND CABLE TELMSION SHEET INDEX 5-1 SITE PLAN 5-2 EROSION PREVENTION 4 SEDIMENT CONTROL PLAN L-I LIGHTING PLAN DT-I 51TE 4 EROSION CONTROL DETAILS DT-2 WATER, SEWER, 4 DRAINAGE DETAILS DT-3 TYPICAL DETAILS SP-I TECHNICAL SPECIFICATIONS SP-2 TECHNICAL SPECIFICATIONS 5P-3 TECHNICAL SPECIFICATIONS RECORD DRAWING MAY 2007 REVISED SEPTEMBER 2008 f LA , THE CONTRACTOR 51-IALL NOTIFY "DIG5AFU AT I -BBB-344-']233 PRIOR TO ANY EXCAVATION AT LOCATION5 —CM MAY BE IN THE IMMEOIAT VICINITY OF UNDERGROUND UTILITIE5. NOT-S B 19 BL I ON TOPO JLTIN C NGINE S P[RPORMtD IN StPTtMB[R. 2003 AND DECEMBCR, 2003 By DOUAD L, nAMUN CONSJLTING tNGINEERS. R[ BASED Oh' A PLAN [NTITL[D "MOUNTAIN VIEW BUSINESS PARK. SITE PUN , LAST REVIS D 0o30O3 PREPARED BY DONALD L. HAMUN CONSULTING tNGIN[CRS. 3. ELEVATION5 ARE BASED ON 1.5 G.S. DATUM TAKEN FROM A BENCHMARK AT TnC NORTH WEST CORNER OP TIE NEW ENGUNO T[,LPHONC PROPERtt LOCATCO ACROSS INTCRSTATC 89 PROM THE TILLEY PROP — BENCHMARK Elf- ON WAS OBTAINED PROM PRED KOERNER. P.C. BULB-1 ON. VERMONT. ASfD ON A RECORD DRAWING ENT— ENT -MOUNTAIN VIEW BUSINESS PARK. LOT a 51TE DEVELOPMENTSSITC PUN". DATED OI/I B E L LASTED D I $/ . BY DONALD L, 11AMLIN CONSULTING ENGINEERS. IUC. 5. UN —PING PEATURES DCBCRD ON LOT B ARE BASCD ON INFOWATION PROV 0E0 BY THE BE GROUP. THIS — 15 DASD ON A PLAN ENTITLED WOUNTNN VIM BUS NESS PARK, LOT B NTE DEVELOPMfni PROPOSED 510[WA.LK AD01ON". DATED 06/22IO6. BY DONALD L. Il— CONSULTING F—INE—, INC. ] 5 BASED ON A PUN ENTITLED -MOUNTAIN VIEW BUS NESS PARK LOT B 5 TC Df VCLOPMENT. PROPOSED NORTn E—NCC 5 DCWAIK MROVE PM[M9. 0A2D Oq' 6b6. UST REVISED 09/15ps, BY DONALD L. HAMN LCONSULTING ENGINE— NC. WARNING: FATALLY TOXIC GASSES MAY CC PRESENT SY IN UNDERGROUND PIPING SYSTEMS AND WASTE SYSTEM STRUCTURES. R1,155ELL TILLEY N/F . ...... \ ............ ........M nnµ ' o N. STATE,„WE wY A�• — — — INTERSTATE HIGHWAY OVERLAT ZONING ISTRICT PIZZAGALLI PROPERTIES, LLC MTN. VIEW BUSINESS PARK, \� LOT A (5TREET #62). 4.52 ACRES N/F NORTH STATE OF VERMONT - INTER5TATE 89 COLIN 30 0 30 GO 90 / qs 65✓A tl' tl \ GENERATOR PAD \,\ PIZZAGALLI PLJ51NE 15 I LLC / MTN. VIEW BUSINESS PARK, \••-. \\ OT B (5TREET # I 18), 13.3G ACRE5 Y \\ rr \ \\ f NEW 9' WIDE CONCRETE '� 51DEwALK i\. / RACK ,p PROJECT I G -olo5oos ' `� n a INFORMATION -LOT S corvoirl g�eAMiPF`N ' OF gppOO gREA (SFI TOTAI. AREA ISP) TOTAL ALLOWED _ ` NOU9C QPLL LOT 51ZE V,ICM1a 146.201 100,0 141,201 100,0 ,O BUILDING COVERAGE 14,056 9 14.056 E.G 40.0 PARKING t DRIVE COVERAGE 51DEWAL4 COVERAGE 41,166 26.2 1,730 1.2 '1 1,, I66 96] 26.2 1.3 ------------------- TOTAL COVERI ----- ---- 56,952 39.0 --•-- 57.209 -- - -.- 39.1 —.O \ TILLEY DRIVE RfT3N FFS SETBACKNZE 12,040 100.0 12.040 100.0 PRONT YARD COVERAGE 2,905 24.1 2,905 24.1 .3110 ZONING DISTRICT: INDU5TRIAL A OPEN 5PACE PARKING 5TAT15TIC5 _ PROVIDED: — 5PACE5 15' < ' 91D[9ETBACK e \ m r \ D PIZZAGALLI \ \ PROPERTIES, LLC \ WF 1 1 \\ 1 \ 1 \ \ D 1 01 Al \ I \ \ I \ I I I ry��}.eNDw era[AGE =3De. Pla iu sTcml'C •'••.�.. �. �p{W No..1 jW PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 n MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT nne SITE PLAN ScdE MN" Donald L I In /MLD Consulltng MlD L'ngmeers, /no. ,/wc MOUNTAIN VIEW BUSINESS PARK- LOT B KEY BOTANICAL NAME TREES AR Acer mbrum'Armstrong' AF Acer rubrum x freemanii'Autumn Blaze' GO Gymnocladus dioicus PC Pyrus calleryana'Chanticleer' PGa Picea glauca PGb Picea glauca TO Thuja occidentalis'Nigm' SHRUBS EA Euonymus alatus'Compactus' VT Viburnum trilobum'Compacta' PERENNIALS CV Coreopsis verticillata'Moonbeam' MS Miscanthus sinensis RF Rudbeckia fulgide'Goldstrum' ST Sedum telephium'Autumn Joy' COMMON NAME CITY SIZE REMARKS Armstrong Red Maple 14 2 12-3" Cal. B&B, 6' Branching HL (Min.) Autumn Blaze Maple 7 2 1/2-3" Cal. B&B, 6' Branching HL (Min.) Kentucky CoBeetree 6 2 12-3" Cal. B&B, 6' Branching Ht. (Min.) Gallery Pear 7 2 12-3" Cal. B&B, 6' Branching Ht. (Min.) White Spruce 13 6-T B&B, Full White Spruce 8 8-1V B&B, Full Dark American Arborvitae 49 5-6' B&B, Full a Compact Burning Bush 120 24-30" B&B, Plant 30" o.c. Compact Amer. Cran. Viburnum 6 24-30" B&B, Plant 30" o.c. Moonbeam Coreopsis 8 1 Gal. C.G., Plant 18" o.c. Maiden Grass 2 2 Gal. C.G., Full Blackeyes Susan 10 1 Gal. C.G., Plant 18" o.c. Autumn Joy Sedum 12 1 Gal. C.G., Plant 18" o.c. Kl�� 0 PARKINGLOTTREES QyTO SATISFY SECTION 13.06E 401-RF3-VT MS TRYSIG Tg ENTRY SIGN PLANTING PLAN �rfl / SCALE 1— 10' PU55ELL TILLEY N/F 1-PC,h 4 1-PGb \ \ \ I \ _--_ _ _ _ _ _-_ _—_ io-INOUaneRL4oPeN 9r e -— — — — — •91_—_ _---- co �ou�envnniFi ae'N�-ePue— y1s re >r y P fY OPEN 9PK[ 3) pl°1WGT 3)4 PIZZAGALLI PROPERTIES, LLC 3'e MTN. VIEW BU51NE55 PARK, LOT A (STREET #62), 4.52 ACRES 374 Wr STATE OF VERMONT - INTERSTATE 69 °Darn A i \ T M ` -M, r� w R1 .Rr91�ip1�."°nw9' � o yt 11-TO \ TILLEY FAMILY \ \ UMITED PAKTNER51,1IP \ WF \ \ 1 \ \ 2-P \ t 11 I � 1 I 1-PGb -PGa" \ 1-PGb \/ i\ � i \ MOUNTAIN VIEW BUSINESS PARK LOT B South Burlington, Vermont Z/ SE GROUP planning & design 131 Chumh Sm- Burlingmn, Vermont 05401 phone: (802) 8624)098 fax (802)865-2440 .9egrp— PC pizza98111 p" p w r t l e w, 110 Developer 50 Joy Dme South Burlington, Vr 05407 802.651.1315 0 0 is 1. 60' � I Scale: 1' = W Date: 02.06.04 Drawn By: MKW Cheoketl By: MKW nnv, 1 Nm °m PC In pspryl blb ,wnbnn wIM eedlw, l9.O W .01 mkw 2 04tltmuMmmem9i" aaN.lo�Nw" aan nllty otlre 1.a9.a9 nYea 8 I4tl ahru9"meneentlw vetlzm wuypatl. 219.n5 nYvx 4 rea "n�uw m"namm" u.n"nwlrerp"tl. 1.1e. mkw onw —I By Title PLANTING PLAN Sheet Number L1.0 Pmjeot Number. 04202 File: L1.0-Planting PIan.Gwg 1 ' CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 9, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Site Plan Application #SP-07-01 Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on January 9, 2007. Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. Permit Number SP-�- 0 I CITY OF SOUTH BUFLINGTON 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 #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Rook 2 15 Pages I t t -1 11 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard - Pizzagalli Properties, LLC 50 Joy Dr. So. Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 5) PROJECT STREET ADDRESS: 118 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750 . L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 28,000 square feet, two story commercial/medical office building. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli proposes to install an emergency generator with a 5' x 8' (40sf) concrete pad to serve the new oral surgey practice. c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,000 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 28' high, two floors e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Estimated number of employees - 100. Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Pizzagalli Properties and 118 Tilley Drive have a new tenant (Champlain Valley Oral & Maxillofacial Surgery) taking space on the first floor. Thev need an emergency generator for their practice. 8) LOT COVERAGE Total Parcel Size: 146,201 Sq. Ft. a) Building: Existing 9.6 % / 14,000 sq. ft. Proposed -- % / --- sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing 39. 12 % / 57,201 sq. ft. Proposed 39.15 % / 57,241 sq. ft. c) Front yard (along each street) Existing 24. 1 % / 2,905 sq. ft. Proposed 24.1 a/o 2,905 sq. ft. Unchanged d) Total area to be disturbed during construction (sq. ft.) 50 * 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): $ b) Landscaping: $ -0- c) Other site improvements (please list with cost): Concrete pad $500 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): N/A No changes to traffic b) A.M. Peak hour for entire property (in and c) P.M. Peak hour for entire property (In and out 11) PEAK HOURS OF OPERATION: 2 12) PEAK DAYS OF OPERATION: N/A 13) ESTIMATED PROJECT COMPLETION DATE: /��� 7 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) East & West - Pizzagalli Properties, LLC South - State of Vermont AOT Interstate 89 R.O.W. North - Tilley Farm, LLC (Attn: Ms. Barbara Neff 700 Hinesburg Rd. So. Burlington,VT) 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 (I I" 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). "Site Plan" enclosed. Dated 9/20/06 Revised 1/5/07 3 I I hereby certify that all the information requested as part of this application has been subinitted and is accurate to the best of my knowledge. NATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: LS Complete ❑ 619--l-, of Planning & Zoning or Designee 4 TOR SHALL NOTIFY 9 AT 1 �-344-7233 PRIOR TO ANY �VATTONI WARNING: FATALLY TOXIC GA55M �Y BI! PRESENT AT WCAT?_ _CH MAY RIC IN �t IMMED ATE IN UNDIERGROUND PIPING �M� VICINITY OF UNDERGMUND UTILTICS. AND WASTE SYSTEM STRUMR[5. NOTE5: AN. • �3=3. ­D M WN­ L. -UN ­UILTING tNQN=­ I. st ...... AT . . . *�w Ni.-1 O1119.04. WT RCVIS[D W/12A6.1 ­U. —U.N. .... .. .... RU55FLL TILLEY OAT[D Ob22gG BY DJNND L -UN 0­UMING MGINE­ INC wr PROJECT INFORMATION -LOT 15 CONDTION5 CONVITION5 % ol % o' TOTAL 1(51) TOTAL ALLOWED LOT 512E 146.201 100.0 146.201 100.0 BUILDING OW,,LE 14.056 9.6 14.056 9.6 40.0 PARNNG . MVE 00V[RAG! 1Q 4:' .2 262 slvl­�OvvE : 3o 2 1.7 li " TOTAL e 56.99-2 39.; 57.20_9 397-1 70U6 T,111DRIVE '�NTYA D M ' 1= ­ ­0 COV[RAG[ 12,040 100.0 2.905 24.1 12.040 1 ODO 2.5D5 24.1 30.0 ZONING DISTRICT, INV.5TRIAL . Oft. 51`C PARKING 5TATI5TIO5 1­0r 130 5rA 7. ­1 ­ 5 SA9m ON A ­U—N I—— .. . ........ .. ........ . ...... I—— L MAMUN ­NG IN.I.11AS, I... ... ... ...... IQ .......... wool, ..DR PIZZAGALIJ ROPERTIrs. LLC ",TOR PAD NIF ..... . ......... 4V ........... ...... ... Rr�TED SHRUBS ............. . . ......... . .... ..... rIZZAGALIJ PROrERTIE5, LLC MTN VIEW 5 51NM5 PARK, 5 ikiiu #u 18) 3.3G ACRL5 .... ...... o GnHAY — — — — — — — — — — — — -- . . . . . . . . . . . . — — — — — — — — — — — — — — — - \Ino 1-i°t1�21a'9rn en�xo�vrmAv.. "OR RECEIVEL �`^ \ ti ` •� SIDEwALF h,l ,tl i i \ JAN 0 8 2007 y ------------------ - ----- ---- CRY of So. Burlington INTERSTATE H'.5_:o'_l OVEREAT }\ +,�` .� \ ZONING 1.5­­ rIZZAGALLI PROPERTIES, LLC MTN. VIEW BU51NE55 PARK, r LOT A (STREET #.2), 4.52 ACRr5 NvF \x DATE rW AODEG EMERGENCY GENERATCM PAD BY ATNORM WEST ­DMLD ­ — -- — -- CLIENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 . . ........ PROJECT DILE ------ — MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT 2, DRANK DRI 33 NORTn STATE OF VERMONT - INTFR5TATE 85 SOUTH SITE PLAN re rlc 30 o 30 GO 90 ­TU. 's Daim 007=1d I Hamlin Drw Consulting Fk % fnpneers, /no Permit Number SP- CITY OF SOUTH BURLINGTON 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 #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Rook 21 5 Pages 1 1 1 -1 13 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard - Pizzagalli Properties, LLC 50 Joy Dr. So Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 5) PROJECT STREET ADDRESS: 118 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750 . L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 2 ,000 square feet, two story commercial/medical office building. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli proposes to install an emergency generator with a 5' x 8' (40sf) concrete pad to serve the new oral surgey practice. c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,000 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 28' high, two floors e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Estimated number of employees - 100. Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Piz zagalli Properties and 118 Tilley Drive have a new tenant (Champlain Valley Oral & Maxillofacial Surgery) taking space on the first floor. They need an emergency generator for their practice. 8) LOT COVERAGE Total Parcel Size: 146,201 Sq. Ft. a) Building: Existing 9.6 % / 14,000 sq. R, Proposed -- % / --- sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing 39.12 % / 57,201 sq. ft. Proposed_ 39.15 % / 5 7.241 sq. ft. c) Front yard (along each street) Existing 24.1 % / 2,905 sq. ft. Proposed 24.1 % 2,905 sq. ft. Unchanged d) Total area to be disturbed during construction (sq. ft.) 50 * 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) b) Landscaping: $ -0- ME c) Other site improvements (please list with cost):_ Concrete pad $500 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): N/A No changes to traffic 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: N/A 13) ESTIMATED PROJECT COMPLETION DATE:��a 7 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) East & West - Pizzagalli Properties, LLC South - State of Vermont AOT Interstate 89 R.O.W. North - Tilley Farm, LLC (Attn: Ms. Barbara Neff 700 Hinesburg Rd. So. Burlington,VT) 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 (I I" 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). "Site Plan" enclosed. Dated 9/20/06 Revised 1/5/07 3 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: REVIEW AUTHORITY: ❑ Development Review Board b Administrative Officer I have reviewed this site plan application and find it to be: R Comp: rd I PIZZAGALLI PROPERTIES, LLC T R A N S M I T T A L 5o joy Drive, Post Office Box zoog South Burlington, Vermont 05407-2009 T 802.66o.6800 F 802.66o.6868 www.pizzagalliproperties.com To Mr. Ray Belair From Robert Bouchard Address Administrative Officer Date/Time 12/4/07 City of South Burlington Subject 118 Tilley Drive 575 Dorset Street South Burlington, VT 05403 Quantity --- ---- Code 1 Application for Site Plan Review to install a_concrete pad for an emergency_ generator M 1 Reduced Site Plan — - M 1 - -- Apion Fee $86.00 plicat _ _ M -_- Remarks Dear Ray: Enclosed please find a site plan application to install a concrete pad for an emergency generator at 118 Tilley Drive. As you are aware, this application was previous given administrative approval, but I failed to get a zoning permit. As a result, we needed to re -apply for the site plan review. You had mentioned that you have full size copies of the associated site plan. I have attached one reduced copy. Please contact me with any questions. Sincerely: Bob Bouchard Codes: A FOR INITIAL APPROVAL F QUOTATION REQUESTED B FOR FINAL APPROVAL G APPROVED C APPROVED AS NOTED - RESUBMISSION REQUIRED H FOR APPROVAL D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED I AS REQUESTED OR REQUIRED E DISAPPROVED - RESUBMIT J FOR USE IN ERECTION K LETTER FOLLOWS L FOR FIELD CHECK M FOR YOUR USE N SEE REMARKS CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 29, 2005 Bob Bouchard Pizzagalli Properties t5U3al1)r, South Burlington, VT 05403 Re: 118 Tilley Drive Dear Mr. Bouchard: 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 December 20, 2005 (effective 12/29/05). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 18o days (must be submitted by June 27, 2006) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, C Betsy Mc onough, Plan ing & Zoning Assistant Encl. CERTIFIED MAIL 7005 1820 0004 9293 9113 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 MEMORANDUM To: Development Review Board From: Betsy McDonough, Planning and Zoning Assista Date: December 1, 2005 Re: Final Plat Application #SD-05-88, Pizzagalli Properties, LLC Agenda # ;5 1 e December 20, 2005 DRB Meeting Site Location Note: Building had not been constructed at time of photo Project Description Pizzagalli Properties, hereinafter referred to as the applicant, is seeking to amend a previously approved final plat for a 28,000 sq. ft. building consisting of, 1) 18,400 sq. ft. of medical office use, 2) 9,400 sq. ft. of general office use, and 3) 200 sq. ft. of retail food establishment use, 11.8 Tilley Drive. The amendment consists of: 1) adding three (3) electrical transformers and vaults, and 2) landscaping modifications, 118 Tilley Drive. The applicant is seeking approval for the above items which were not previously shown on the approved site plan and currently exist on site. The site is located in the Industrial and Open Space (IO) Zoning District. Zoning District & Dimensional Requirements Table 1 Dimensional Requirements IO Zoning DistrictRequired Proposed 4 Min. Lot Size 3 acres 3.36 acres 4 Max. Densi 3 acres n/a 4 Max. Building Coverage 30% 9.6% 4 Max. Overall Covera a 50% 38.9% 4 Min. Front Setback 50 ft. 138 ft. • Min. Side Setback 35 ft. 24 ft. 4 Min. Rear Setback 50 ft I >100 ft. zoning compliance • Waiver granted at initial approval Landscaping The applicant already has met the minimum landscaping requirement. The applicant is proposing more landscaping to screen the transformer sites. No additional landscaping bond is required. Staff recommends that the Board approve Final Plat Application #SD-05-88. THE OONTRAGTCR SHAµ HOnPY'DIGSAPC AT I -0BS-344-]d53 PpOR TO ANY IXCAVATNpN t%ISTING AT LOOA710N9 WNIp1 MAY B[ W TNC IMMmIA'2 BARN VIGNffYq UNDCRGROUIJD UTIUT1e5. WARNING: PATAI_Y TO%IO GA59q MAY 5C PRCSEN7 IN UNDERGROUND PIPING 9YSTT:M9 AND WASTE SYSTDA 5iTU1CTURLS.\1T I * � t I I ,1 �' It t PROJECT INFORMATION -LOT B ,pK P`. MICA LOT9@ 146,201 7?'A1 AUIOWCP 100.0 NOTES: I 1 I WIWING OOV[RAGC 14.000 8.G 40.0 I. T0P0GgPTKON l0f D 9 GVCD Cq TOf0C441I11G 9JRVM rtP1pRMCD IN drmAda. 2W3 ma DecCMeM eW3 DY CONAW .. IIMIUN CONSULTpG VI NC[R9. I 1 I1 I PAMW ♦ ORIVC MVERAG[ 41.IG6 51D[W -__.-.•--_ -- RAGE 1,317 25.2 1.0 •-_ _ 2. Og9TRIG RATIRtE9 ONUIT A ARL elASN ON A 1YlM tNDTLN TrOUHTAIN'.I[W dS+ING55 MAR, SITC '/ I 11 I I 1OTAL OOVCRAS[ SG,GD3 COO 90.5 70.0 MM, VJlT ItNlsfD 0V3003, P/ENRCD DY DONNO e. HAMUr1 G91D11 - 01 .MS. M' \ I a. nerAna+3 ME eNeen M us.es. IMTW TAEEN - A DCNLTIMARK AT Tne NOR T e eK nw!, T9Ror MN[w TdGLAJ1D rI0K PA0PfiCfY 10f1.TCD ALROSD M TATC D8 fA0Al lire RRCf „rC rx5nxc er wATeRuxe- R 1 _ fD� \ T-1 W n , I Harr DRNC P NrA XWRU5eTDAM51Ee 12,040 MOOT YAgJ COV[R/� 2.905 100. 0 24.1 30.0 ODgIMMR McVATrON W.V O .T W fIG:M fMD ROMVD- P.[., a111pJMGrO11. V6•MWT. =a5'rNG '• rOR¢MNIH- Ynnlf�' 1 �• `JI ,` I 4. A4 WAlMUKAID IrnATm Ap0eT0 OG POHORM©IN AGCCRDANQ NITN TIIC S°[OrIfATKMS NID IXTMI'1 fOR ThEINSTAUATRJN of WhTDe UNE9 AND NRII[fE fORAl WATM SYJ QN<D DY OfLSTING bS[w[R 41N4-. T /�/�`P �, 1 Fd pm MNIIDI[ I I NNIlYa Jk3TRKT: MOUSTIWLIOPM SPAC[ TH[eHIMfUd WATM d5TR1LT TIK CItt OP dd1TH 0.R1MGTON nDlTe5RRFlkd91 TII ANDTHE ', ` 01[CDITLY RLVISCD I'kOM Mdf91NDU3TpALRGVl) JGOMM[ VMAGC JfRIGIp. e's1-G vn AL;Dp9 �../ \ k/ NEW ISYID' IUD. �, PAREJ 5TAn5nG5 RU55ELL TILLEY Dave To PUNw srAnoN"' �W ��. , E�' ` _VWKW_ PO-R VMPNf RWUIR[D: 112 5N,Q5 (14,000 5P x 2 STOptl A I SPKC MROVDe0:. 1305PA= PCR 950 Sr GPN \ W ,A GMLLLf � \ 069TIIG *T- V"I,\.�2,�.lRMC}, _ AfA01f. - � \ �CO/IOUIfS � � \� �CONC 2 \ �. l` � � /� `'t, � �•D%%019TTI11G P129�/ ,\ \,\ 5EWER DRAINAGE ✓-'' \r f*a-cvm Im ov Dannr'a`G r i - 1 ` -�\ •� 1 I / \ \ 9qN �.�wrer d.oec mrweer •DY \I I / /IINFORMATION INFORMATION 9Nowe Ne. rDW� �, / rIJG WATCR 90N1cC fW G1 I GT�sr35 Nc r + pM-372 •JO 1 & %V.-3G //FM / \ I*• 51.21A \•• / I CINV. M.3U.30 ID'INV.�Y.7.97 cv- �. ` la, r }I' r� C NV. OUr�]H.20 NM CM52 FII'�FND�vy / O ,T� �, \ tt LI 1 w�'+L. ^!I"°rA cone. CuR [DI D \ 1,1 i I `I / d� li r ! `I, -' y r ID•IAV.-3G3.74 - � � v I uedi r New caJw -3qM-3GI i �' \�• � , I I�nvu pc IT 1 In lNv.-3u.91 .Rv+ iery 3or _� VNTCtrT)P.G3PNG \ 1 b ` '\ i 9-O,DI72 Tc 1 '� 'r ,(J-'� ♦` New cD/D4 qM-3G ` a n v.-3& c .w , .r D 1 , I NeW NNM ORTNII/1 ✓ a ,\ j 1 1I" .wo oo,'.S,�,Hr°� 1 \ \ •. -r[w t 12 my =•3 .30 t .. �� O •, 1 N~ DRAM /2 I ` \ \ ew qM-V-3 £ \ t aDeAwJ12 c R 9 nnl _ \i unniv P PeRYsnIP WF 371.75 Ir IW-366.75 ow \\ // I• New G1 ea Seeds rve \11 \l, qM-372 w I� D •�• / 5 OU200 fr.T 1 ' -\ It \ , \ ` ` \ IAV.-3G4.ES INI/UwN DIdMi 1-IrI/L1wn dWN r91.. 1 \, t tl 1 la•NIGD � ' I rixw coNC doeN'•u wl,v 1 \� \ NLw5ewae,•` mm000uelDlw s �t`l �%COPO{E�IDI -NG C ...IS _ •' ` \ ,\ \ nloRAx\1 I PIZZAGALLI PROPEfL(1E5,�-�- ; A ITIITN. VIEW #1 16). 3. PARK, �+' y \ \ 1 U ` '1 • 1 F P (STREET 1Y 116), 3.36 A6Rt5 j e•-••ty' s Iwr \v �AgrlRmJC AM� Z ,. 1,. I '' clnnm LwAc �\ •1 � rl I I I � , r! �1Cn ran i`cuM OI SO -RJO-MTDAiTATE-1FCAwAPOVFgAT- �--.. 0 >./ \ 1 VCv✓SeReie+Nps 11{pC \ U/ % S.o.D lie, T r I t `• T � � .5T • ��. I NORMALWA-4EV.. Y j I I ) � Id RN,`aJi1.0O-� DOYTOrA CIrV.-a5Q00, \, 1 ,t ` M"_ \ ' i 1 i\ )• Q� "�- 9NTo�N[�PAo, \ DALE I.vrscc REN9C11 AMCQNGPETE PAD FO.R NSRUD:vEdna4EUT 8Y e r, , .:'. 1 -� \ ..: ::•:.. � \.... , \ t>� DAff n:oGw A<w GWVA.mr. MANSFORJ6RaUTartYIfAEGTK6 By lf\ DATEhDa D'erANCErorRrf oc PDrawerrocWa BY 1 „..1 ._ � p �N?D anecD z DSNowsroRaoE AREA. £R warEaawrrdNsaN • /CATESHOW E)aiiHlG FEATVRESEASTOF 9TEBy INTER5T4TE HIGVNJAY b✓ERLAT 6 � � '•. � _ f O1g1AG RE ,VN CNANGEW NOV£POND OR IIETRFf rorATE EONING glsrRlcr \s�. 3j "� Vn BY PIZZAGAW PROPERTIE5, LLC j5.� I _ ... ,1 .. . \_New 1's+w Wort t DAIS NCW CANTING DTORMWATCR \ j :'. .:/:/ �':.• }0.0042 R.TT. ` OT//SW ACOEO NOTEI A ( VIEW #92).E . PARK, R[reNnoN roNo 1 L07 A (STREET A'62), 4.52 ACRES rolelmA ao \ / // / � /I� ~ / / / ,� `\1��PdNo �\ .�`\ r 1L CAff elY1G0fDEDa'KE RACK RENSE NNZ{MTNG O'$TRN:TLABEL BY NT �` i LLNCW STONE Sf:LLWAY fbW � �'_ � � _ �� r DAff f4'Wof GENfR.iLRfHS'NYIS BY n>Ellr PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 � ^ rib � ,, -r _ _ _ _ _ � •,/ �\ I SOUTH BURLINGTON, VT 05403 i - ` - - - - L _ - - - -� / fi Y ` f PE 1 STDNf /t R>.'OXCT lU %„. L k ° ERR W �fLLWAY ''`. '7 ,\ r MOUNTAIN VIEW BUSINESS PARK _ _ _• i i 'J I T /' % LOT B SITE DEVELOPMENT ^.. '-Ar- / .. \ ERANNG NTLE s S\ / mAro eme~ DMT SITE PLAN n'ATruxo9 IIIe111 NOR1H STATE OF VERJv10NT -INTERSTATE 89 Bourn y \LUMrta al / _- cLA:e d wenANDs cvae - Pa 0� V ///• 30 0 30 60 90 T5M - IRnN fPe Nnn lunx cAr , �.\E. F i e1N.-]SD.14 Nd.G.S. Dh1LwN : y,`r 1 P. � • MRM -\ s Amid L. Hamlin 14�ND.721 mq _ Consulting MRA4WK Engineers, Inc.At. WH 1 THE CONTRACTOR SHALL NOTIFY "DIGSAFE• AT 1-085.344-7233 PRIOR TO ANY EXCAVATION AT LOCATION5 WHICH MAY 5E IN THE IMMEDIATE VICINITY OF UNDERGROUND UTIUTIE9. NOTE5: 1. TOPOPV.FIw CN LDT 9 LS >'SeD ON TOFOGRAYRC SURVM F[•fOA.®IN 5E`TCN5m 2003 AND 2. BASTING RATURES CH LOT A ARE! -. ON A HAIL lNTDL2D T+OUMAIN NEW 9V91NE55 FAIN. STIR HAIF. WT RCVI D 0140005. FRLTARD 5Y DONAW L I N RJN WNSULTNG lNG K5. 9. [IZVATgNS ARC SASCD ON U.3.G.9. DATUM TAF2N FROM A SEUCMMARR nT TnC uORTMATDT CORNER p ne NEW 111GVJrD ttID'HON! PROPERLY 1pG•I.Tm ALPD351NRUTATC UN FROM Tne nLIrY FRplRTY. BENCHMARK LINATKRI WAS CBTANm TRdA FR[D TOGRNR F.G.. WIWNGTp1, VEFNONf. 4. Au wATCR uue AND ReuTm woRXro x r[xrow m IN AocDRDANce wrrn Tne srcclnunoN] rwD R Mt IN3T p NATCR NU AND APPUR(CNANC ALL WATR SY9TCM9 OAME BY TH[CHAMFWN WATR DS,TRIR THt LITYp SURLMIGTON ICRn4'DI9TwCT FI ND111E v�wGe p;ewcno. \ CN9T NC AlCBRIR L T Fi i �D o EXISTING ARN WARNING: FATALLY TOXIC GA55E5 MAY BE PRESENT IN UNDERGROUND PIFING 5Y5TE1.45 -D WASTE 5`5TEM 5TRUCTURE5. RU55CLL TILLCY I•UF BASTING PAVCD PAlW/2i AREA enSnNe 5• wATewNe� BtlSnNG 3' YOeOTMNN� W' r 9•ATKN1 `, � 3> ` R / =3 �' Fm „� \/V0.TAOC vNA\T\L. _ �`OONfM1G] NM'6-D.I. WARR ]IRNQ REMOVE CN3TING GF • 1 1 CCC I�TIRWT e.00K pONNCGT • • \ ` ro2f19TUXi N'AT[R 3lRIICe ` / - NAnr 10 Da9nND \ •j FAVb.1DlT a CUED ) 1 \ •.. �NCW CONC. 1 SIOBMAIRNEWCOw� NEW \ IOC SETBACK,, \ \ •� ; ocxnAFR MANnO�I \[N ,nNG TO Sn ', Peer ro gylei NEWddppNNC�. CUR9[D UO - 1 I \ f \ SIDE f I 11 I PROJECT INFORMATION -LOT B wor a ARMOn TOTAL ALLOWED LOT 512E 146.201 100.0 BUILDING CO\TRAGG IA,000 9.6 40.0 RA FAING 4 MIZE COV VRAGC SIDEWALK COVMtAGe 41,166 1.5.7 262 1:0 TOTAL COVERAGE 56,6e19 W.B 70.0 PWe Dwve IRIN SCreACK 51ZC 12.0,10 100.0 FRONT YARD COVERAGE 2.909 24.1 30.0 ZONING DISTRICT: INDUSTRIAL 4 OFCN WACE ([ECTLY REAWD FROM MUCD INDUSTRIAL • COMMeRCIAL) rA NG STATI ncs REM RED: 112 5FACe5 (14,000 5F a 2 5TMC5 R I SPACE Pere 250 5F GFA) FROVIDCD: ISO SPACCS � r `eM5 HOPE -U.EY FAMILY ( 11 UM D F� ER5MU' grew c•. w 5oR55 rvc \ ''•, `'\ '' ` \ \ \ \ .._. _.... .. 5-O.OZCO RAac L \ \, \ \i \` j pao5'"J f \ L NEW SlWER_ i SNaw5ToKIae\ '\ ARIA L� FIZZAGALLI PROPCR[IGS. L ,\ y\l1TN. VIEW BU51NEJ555 PAF 4 \ \ (STREET M 116).$.36 t WP I ! NeV.•GNiu[R \ rKW CQ1G.,\ \ tt 1� � Clr-w ' NEW 1-15I'MDrlJ a-oo544 S /' / "� \ , \• M1�AL� 5-O.00¢3 Fr✓rr.� IS•RN.4-00- e PAD I I PNmm \ I I \ \ wNr53�m primoN v��o.� L� NEWNEW�G 3\\ /1 STD(Na! \ Sd NORAIM warn 3. G1.00 rtoM e5v.-s5.o \ , '`r1 ..� � ) .tee FIZZAGALLI PROPCRTIE5, LLC MTN. VIEW BU51NMS PARK. RerHlnoN ronD \ / \ `New WND ,/ '� LOT A (STREET N62). 4.52 ACRC5 \ Ede -A- \` TI± _ 5TATE OF VCKMONT - INTERSTATE L39 Sa+r 30 O 30 60 90 BUFFER / Y R, a / ONE! OJOVIDW IMWAY i 4 �• LSO' ORAINAGC CA9EPTENT JMIr LOT I J[OMIT p TO A CLAA9 II wEMND3 / SEWER DRAINAGE INFORMATION INFORMATION NEW9MN5I NEW C5E51 RIM-372.30 RIM-374.56 6"INV. N-364.30 6" INV. OUT-364.20 IWIW.-367.97 NEW'C11m W-370.21 "B' INV.-365.74 NEWCBF93 M-36B.1 1 Id' INV.-964.91 NEW CB104 R1M-36B.36 N INV.-364.60 NCW LA.WK GRAN / 1 RIM-371.50 12"INV.-9GB.50 NEW LANK DRAN 02 RIM-371.50 T INV.-36B.25 NlW VIM. DRA N ►3 RIM-371 75 2-INV.-366.75 NEW OMHYBI RIM-372 00 I Y INV•-344.23 Iy INV.-964.25 RECEIVED NOV 1 U 2Ju'5 City of So. Burlington ­1 -ADDED BIKE RACK REWSE,ROZONM'GDI3TRICit/9EL JNt BATE CfA)J 'A3all c- NERAL mmNS 1, WENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 \ SOUTH BURLINGTON, VT 05403 PRUCT 11 U L MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT BRAYING TNEE SITE PLAN 'lF• OF"VFg4F�A+6 rwy so* yJi kF,4+,'S+A= FARM '-\ llonald L. Hr� amlin ly No. 11), 1w.� ✓RK _ 1 W61r �� --\ Consulting r+, SRn MRAWAW \ Engineers Inc. a„`,y Q4FFFDCA'i[IINT,A, [ RFH !9B Aalt SLIM DInaDY as.:e: „Dean FFnwnr MOUNTAIN VIEW BUSINESS PARK- LCT B KEY BOTANICAL NAME COMMON NAME QTY SIZE TREES AR Acer rubrum'Armstrong' Armstrong Red Maple 14 2 1/2-3" Cal. AF Acer rubrum x freemen !I'Aulumn Blsze' Autumn Blaze Maple 7 2 1/2.3" Cal. GD Gymnocladus dioicus Kentucky Ccffeetree 6 2 1/2-3" Cal. PC Pyrus callaryana'Chardleleae Calory Pear 7 2 1/2-3" Cal. PGa Picea glauce White Spruce 13 6-T PGb Piceaglauca White Spruce 8-1(Y TO Thule occidentalis'Nigra' Dark American Arborvitae 26 5-6' SHRUBS EA Euonymus alatus'Compaclus' Compact Burning Bush 120 24-30" VT Viburnum trilobum'CompacW Compact Amer. Cron, Vlbumum 6 24-30" PERENNIALS CV Coreopsisverticillats'Moonbeam' MoonbeamCoreopsls MS Miscanthus slnensis Malden Grass RF Rudbecklafulgido'Goldstrum' Blackeyes Susan ST Sedum telephium'Autumn Joy' Autumn Joy Sedum KUPARKING LOT TREES TO SATISFY SECTION 13.06B B-ST i-MS.. 8-CV `- 10-RF 3-VT . 6-ST ENTRY SI 3-VT / AENTRY SIGN PLANTING PLAN SCALE 1"= 10' REMARKS B&B, 6' Branching Ht. (Min.) B&B, 6' Branching Ht. (Min.) B&B, 6' Branching Ht. (Min.) B&B, 6' Branching Ht. (Min.) B&B, Full B&B, Full B&B, Full B&B, Plant 30" o.c. B&B, Plant 30" o.c. 8 1 Gel. C.G., Plant 18" o.c. 2 2 Gel. C.G., Full 10 1 Gal. C.G., Plant 18" o.c. 12 1 Gal. C.G., Plant 18" o.c. RU55E-L TILLEY N/P A C i o 1 a 6-TO -` 3-GD 3-AF 4-AF.. 3-GG \ 7-TO / / ; C 1 -... #P . . Se '0, 4 6 OPEN SPACE PIZZAGALLI PROPERTIES _LC MTN. VIEW 8L51Ni55 PARK, -OT A ;STREET N62). 4.52 ACzZf3 I W= Nocl-I 5TATI! Or VERMONT - INTER5TATE 89 \ \ \ T'ILLEYARTNERPAMILY LIMITED P5r11P \ \ WI t\ 1\ t\ \ \ 1 RECEIVE NOY 10 tt tt. City Of SO. Burlingt 1 \ 1 _ _ _J — —�-Fb-Cob H93[�GAI"OrP7sl6>'6�3tAC2__ ..1-PGa't, 1-PGb \ i 1-PG -- 1-PGb \ 4atRx \ r %.n� -PGa 1-PGb a7 t( \ /rl MOUNTAIN VIEW BUSINESS PARK LOT B South Burlington, Vermont SE GROUP planning & design 131 Chum! Street Burhn8lon, Vermont 05401 phnnc (802) 862-M98 far. (302) 865 2440 www. scgrp Emn pll=Zeg+'l lli p r a .... too, 110 Developer 50 Joy Orl- Sou1h Budirggmn, VT 06407 802.661.1315 15' 30' 60' S ale: 1" = 30' Dete: 02.06.D4 `ILyexn By: MKW Cho&od By: os, MKW I Addon"Pc In Prglarb aonbml wXh eeallan 130Xa 1.a1. " 2 AECah—e-5n1hD 11A&g — Ilvrafamerenon Tllry Mve sw. Do gm Tae PLANTING PLAN Shad Number. L1.0 Prciec Number 04202 File: LIA0 Pl frog Plar.tlrg CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 emfirw d b i zl�o MEMORANDUM To: Development Review Board From: Betsy McDonough, Planning and Zoning Assistant Date: December 1, 2005 Re: Final Plat Application #SD-05-88, Pizzagalli Properties, LLC Agenda # 5 December 6, 2005 DRB Meeting Site Location Note: Building had not been constructed at time of photo Project Description Pizzagalli Properties, hereinafter referred to as the applicant, is seeking to amend a previously approved final plat for a 28,000 sq. ft. building consisting of, 1) 18,400 sq. ft. of medical office use, 2) 9,400 sq. ft. of general office use, and 3) 200 sq. ft. of retail food establishment use, 118 Tilley Drive. The amendment consists of: 1) adding two (2) electrical transformers and vaults, and 2) landscaping modifications. The applicant is seeking approval for the above items which were not previously shown on the approved site plan and currently exist on site. The site is located in the Industrial and Open Space (IO) Zoning District. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 3.36 acres Max. Density 3 acres n/a Max. Building Coverage 30% 9.6% Max. Overall Coverage 50% 38.9% Min. Front Setback 50 ft. 138 ft. • Min. Side Setback 35 ft. 24 ft. Min. Rear Setback 50 ft. >100 ft. zoning cornpliance • Waiver granted at initial approval Landscaping The applicant already has met the minimum landscaping requirement. The applicant is proposing more landscaping to screen the transformer sites. No additional landscaping bond is required. Staff recommends that the Board approve Final Plat Application #SD-05-88. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 1, 2005 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 118 Tilley Drive Dear Bob: 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, December 6, 2005 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 cD nough Plann g Zoning Assistant Encl. RUC-4:7:5-C1.-4� Or 6V& ;PING SERVICES on I basis. $15 an hour. 482-4806. '.ICED RESIDENTIAL. easonable rates. Great Honest, dependable ?nt. Please contact M2-655-5071 or tbird m.net. [AN available. 802- TONAL HOUSEKEEP- years experience. If please call Betsy at 137. DONE FOR STRAY iagnetic, microwave vave pollution in ildings, businesses and ill power sources have f field effects. vhere the safest con - are within your envi- .all A.Trent Millet 802- MOBILE VET SER- Jnes, health certifi- py/kitten packages, cams/consultations, s, multiple pet dis- '.l for convenient in- ,i ntment. 802- t to buy Furniture, postcards, meras, toys, medical glass, photographs, License plates and Thing unusual or ;h paid. Call Dave at 166. 0 BUY small 4 cyl. . In good condition, price.802-865-8546. irs tegats PUBLIC HEARING SOUTH BURLINGTON DEVEL- OPMENT 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, December 6, 2005, at 7:30 P.M. to consider the following: 1. Conditional use application #CU-05-15 of NPIRE for condi- tional use approval under Section 14.10, Conditional Use Review of the South Burlington Land Development Regulations. Request is for permission to allow a portion of the property to be used as a commercial park- ing facility, 85 Green Mountain Drive. 2. Final plat application #SD-05- 86 of Avalanche Development, LLC to amend a previously approved planned unit develop- ment consisting of an 8,904 sq. ft. building with 5,304 sq. ft. of medical office use and 3,600 sq. ft. of general office use. The amendment consists of convert- ing 3600 sq. ft. of general office use to medical office use, 1050 Hinesburg Road. 22B I novernber 16-23, 2005 1 SEVER DPyS F^> r d S S U C >Aegats coat. 3. Final plat application #SD-05- 87 Of Century Partners, LP to PRE -QUALIFICATION FOR CONSTRUCTI amend a previously approved planned unit development consist- Williamstown School Board has established pre-qualifi( ing of 96,700 sq. ft. of general office and shopping center use in seeking interested bidders to apply for pre -qualification four (4) buildings. The amend- Services for a renovation and addition t0 the Wllllamst0 ions consists of: 1) site modifica- tions provide services under AIA 121/CmC,which provides for tions to the north and east sides of the 4 Market Street building, and 2) relocate the access drive- way connection between 4 Market 1 The project consists of complete renovation of the e) Street and 1117 Williston Road. of a 5400sf addition, a wood chip heating plant ant 4. Final plat application #SD-05- / Bids are anticipated to be opened January 17, 2006 88 of Pizzagalti Properties, LLC / Prequalification statements, submitted on AIA-A305 to amend a previously approved by noon, December 9, 2005 at the following addres 28,000 sq. ft. building with 18,400 sq. ft. of medical office use, 9400 sq. ft. of general Chris Locarno, Business Manager • Oran office use, and 200 sq. ft. of 111 Brush Hill Road • William retail food establishment use. The amendment consists of adding utility cabinets with Interested bidders should contact Chris Locarno at 802-1 landscaping, 118 Tilley Drive. project requirements, and drawings. 5. Final plat application #SD-05- 89 of Magic Hat Brewing Co, to amend a previously approved planned unit development con- BIPOLAR SUPPORT GI sisting of three (3) commercial 1 support groups open to new members, and industrial buildings on two DON'T SEE A SUPPORT group downtown. Our goat is (2) parcels totaling 6.73 acres. here that meets your needs? Call become healthy and ha The amendment consists of: 1) Vermont 211, a program of info, call Gerhard at 95 installing two (2) 38 ft. high United Ways of Vermont. Within SUPPORT GROUP FOR grain storage silos, 2) enclosing Vermont, 866-652-4636 (toll- ERS Of CHILDREN WI a 35' x 125' patio, and 3) con- free) or from outside of Vermont, SURVIVED CHILD SEX strutting a 28' x 65' addition, 5 802-652-4636. Monday -Friday, ABUSE: The Women's R Bartlett Bay Road. 8:30 a.m. - 4:30 p.m. Center in conjunction v DEVELOPING SELF-ESTEEM: Family Connection Cent Copies of the applications are For abused, lonely women at a free, confidential, ter available for public inspection at Borders, upstairs in the coffee support group, beginnii the South Burlington City Hall. shop, Mondays, 5 p.m., ongoing, October 25. Info, 802-£ 658-2976. PARTNERS OF CHILDHi BRAIN INJURY ASSOCIATION UAL ABUSE SURVIVOR John Dinklage, Chairman OF VERMONT :Montpelier day- 4th Monday of month. R time support group meets first Center, 34 Elmwood Ave. South Burlington Development and third Thursday of the month p.m. Call Timberly, 310-: Review Board at the Unitarian Church "ramp email miss morpheusl@� November 16, 2005 entrance" from 1:30-2:30 p.m. for more info. Call helpline at 1-877-856-1772. ALZHEIMER'S DISEASI PUBLIC HEARING BRAIN INJURY ASSOCIATION Dementia support grour SOUTH BURLINGTON PLANNING OF VERMONT: Montpelier the last Tuesday of ever COMMISSION evening support group meets at Birchwood Terrace, PLEASE TAKE NOTICE that the the first Tuesday of each month Burlington. Info, conta( South Burlington Planning at Vermont Protection and Stefanie Catella, 863-6- Commission will hold a public Advocacy, 141 Main St. suite 7 WEEKLY SMOKING CE! hearing on an amendment to the in conference room 92 from 6-8 support group: Small gr South Burlington Comprehensive p.m. Call our Helpline at 1-877- Caring atmosphere. Stor Plan on Tuesday, December 20th 856-1772. in just 21 days using ne at 7:30 PM in the City Hall BRAIN INJURY ASSOCIATION proven, safe methods. t Conference Room, 575 Dorset OF VERMONT: St. Albans unhealthy drugs. Call 2( Street, South Burlington. evening support group meets the WEEKLY WEIGHT-LOS! second Monday of each month at group: Small groups. Ca The proposed amendment is a Northwestern Medical Center, atmosphere. Get great n new version of Chapter 8, 133 Fairfield Street from 6:30- using natural, proven, s Southeast Quadrant, along with 8:30 p.m. Call our helpline at 1- methods. No unhealthy an amended Sewer Service Map. 877-856-1772. Call 264-1924. BRAIN INJURY ASSOCIATION FAMILY AND FRIENDS Copies of the proposed OF VERMONT: Bennington day PORT GROUP: If someo Comprehensive Plan chapter are support group meets the first your family or one of yc availabte on line at: Friday of the month at Second friends is in an abusive �6- , \rTKN FVA -,Ck DC FavLrn 552-f-P CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 November 16, 2005 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: W, Enclosed is a copy of a public notice published in Seven Days. 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 hearing 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." Please call our office at 846-4106 if you have any questions. Sincerely, b&� pros"V) Betsy McDonough Planning & Zoning Assistant Encl. I CITY OF SOUTH BURLINGTO.N DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 November 16, 2005 Barbara Neff 70o Hinesburg Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 schedule public hearing. Sincerely, �,&, Ac Betsy McDonough Planning & Zoning Assistant Encl. a CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (8o2)846-4io6 November 16, 2005 Verizon (Mail Code FLGA-300) c/o Cushman & Wakefield Verizon Portfolio Management 8800 Adamo Drive Tampa, FL 33619-3526 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 846-41o6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, UbAkl"� Betsy McDonough Planning & Zoning Assistant Encl. l CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 November 16, 2005 VTrans 1 National Life Drive Drawer 33 Montpelier, VT 05633-00001 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 schedule public hearing. Sincerely, Betsy Mc ono gh Planning & Zoning Assistant Encl. 12/06/2005 TUE 13:26 FAX 1 802 651 1307 Pizzagalli Properties Q 001/001 1 pizzagaill p r o p e r t i e s, 11C To Name: Mr. Ravmond Belair Companv. Citv of South Burlfnpton Fax #: 646-4101 From: Bob Bouchard Date: 12/06/05 1:11 PM Re: Reauest for continuance 9 Pages are being sent, including this cover sheet. PLEASE DELIVER IMMEDIA M- Y, THANK YOU Hi Ray: Pursuant to our recent conversation and our project at 118 Tilley Drive, Pizzagalli Properties would like to request a continuance with regard to the Final Plat Application hearing scheduled for this evening at 7.30 pm. The Final Plat Application was for two utility vaults to be added to the site plan for Green Mountain Power. Verizon Telephone has now approached us with a request to install a 15' x 18' vault for a telephone pedestal. A revised site and landscaping plan will be forth coming in preparation for the December 20th DRB review. Please contact me with any questions. Sincerely: Bob Bouchard 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 15, 2005 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 118 Tilley Drive Dear Bob: 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, December 20, 2005 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 M D ough Plannin oning Assistant Encl. MOUNTAIN VIEW BUSINESS PARK- LOT B KEY BOTANICALNAME COMMON NAME QTY SIZE REMARKS TREES AR Acer rubrum'Armstrong' Armstrong Red Maple 14 2 112-W Cal. B&B, V Branching Ht. (Min.) AF Acer rubrum x freemanii'Autumn Blaze' Autumn Blaze Maple 7 2 112-3" Cal. B&B, 6' Branching Ht. (Min.) GD Gymnocledus dioicus Kentucky Coffeetres 6 2 1/2.3" Col. B&B, 6' Branching Ht. (Mln.) PC Pyrus calleryana'Chardicleer Cellery Peer 7 2 1/2-3" Cal. B&B, 6' Branching Ht. (Min.) PGe Picea glauca White Spruce 13 o-r B&B, Full PGb Plcea glauca White Spruce 8.10' B&B, Full TO Thuja occidentalis'Nigra' Dark American Arborvitae© 5.6' B&B, Full SHRUBS EA Euonymus alatus'Compactus' Compact Burning Bush 120 24.30" B&B, Plant 30" o.c. VT Viburnum trllobum'CompauYS' Compact Amer. Cron. Viburnum 6 24-30" B&B, Plant 30" o.c. PERENNIALS CV Coreopsis verticlllata'Moonbeam' Moonbeam Coreopsis 8 1 Gel. C.G., Plant 18" o.c. MS Miscanthus sinensls Malden Grass 2 2 Gal. C.G., Full RF Rudbelckla fulgida'Goldssum' Blackeyes Susan 10 1 Gel. C.G., Plant 1B" o.a ST Sedum telephium'Autumn Joy' Autumn Joy Sedum 12 1081. C.G., Plant 18" o.c. TTREES TO SATISFY TO SATISFY SECTION 13.08B 6-ST 1•MS 8-CV 1 D-RF 3"VT 5-ST ENTRYS 3-VT ! / ,\ M AA ENTRY SIGN PLANTING PLAN SCALE 1 10' PIZZAGALLI PROPERTIE5 MTN, VIEW 5U51NE55 P LOT A (STREET N6Z). 4.52 PUP roan STATE OP VERMONT - INTER5TATE 89 \ r \ 31pG leie"Cr. \ \ TILLEY FAMILY LIMITED PARTNER51`1IP \ \ \ a-P \ \1 \ 1 1 1 1P Y: _ _ J ——_TYO-tD��S[RVAiWu �6PlF 3iFLR—_ 1-PGa 1-PGb \ i 1-P �-- •.1-PGb \ -pGa \ 1-PGb \/ i\ \ MOUNTAIN VIEW BUSINESS PARK LOT B South Burlington, Vermont 1001 SE GROUP planning & design 131 Church Street By NVS A Vermom 05401 ph—: (802) 862-0098 :ww.e(902) 865-2 40 e8rp-- PiazagaNlli Developer 50 Jay Drive Soup BuAington, V7 06407 802.861.1315 G 0 15, 30, 60' Scale'. V = 30' D etel 02.06.04 D.— By: MKW Ch.&.d By: MKW 1 Atld eia PCin r.dd,e alb ""nbiln wlln mgl"n 130e! N.Ut. n,M 2 lldd lrrverb""msn �e tmleb" "im TIII adue 11AB. mbv e AddP be"a"n l,s vd,_ ulely W. Z1.w mbr s.P. br Pn 6m Tim PLANTING PLAN Sheer Number L1.0 Pmje Number. 04202 File: LI,0-Rentin9Plen.drly Permit Number SD- 0 P CITY OF SOUTH BURLINGTON 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 #) Pizzagalli Investment Company - Successor by merger to Pizzagalli Properties. LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagal l i PropPrti PG, TLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Robert Bouchard - Development Manager for Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Tel#658-4100 Fax#651-1307 5) PROJECT STREET ADDRESS 118 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750.L 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) 28,000 sq. ft. two story commercial/medical office building b) Proposed uses on property (include description and size of each new use and existing uses to remain) c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,000 sq. ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 28' in height Two floors e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Estimated number of office employees - 100. Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Pizzagalli is seeking_ approval t,,,cler this final subdivision plat to incorporate two (2) electrical transformers and vaults not previously shown on the approved site plan. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. No other changes are proposed other than the two electrical vaults and transformers. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes, A Class II & Class III wetland exist on this site. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? All encroachments were previously approved by the City of South Burlington and state of Vermont. 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: 3.36 / 146,201 sf (acres /sq. ft.) b) Building Coverage: Existing 14,000 square feet 9.6 % Proposed square feet % c) Overall Coverage (building, parking, outside storage, etc): Existing 56 , 683 square feet 38.8 % Proposed, square feet O % d) Front Yard Coverage(s) (commercial projects only): Existing 2,905 square feet 24-.-T % Proposed _') I square feet A0. % 10) AREA DISTURBED DURING CONSTRUCTION: 120,000 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 Permit from the VDEC received. Project completed. a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking N/A 12) COST ESTIMATES a) Building (including interior renovations) $ 2,250,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 26,000 - $ 28 , 000 c) Other site improvements (please list with cost) Parking lot with 1 *10 spnres $193 ,000 Stormwater retention pond & system $120 000 Site lighting $55,000 Water & Sewer lines $10,000 Landscaping $28,000 Bldg site sign $5,000 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 309 v D 507. in 50% au t b) A.M. Peak hour for entire property (in and out) 44 VPH 88% in 12% out c) P.M. Peak hour for entire property (In and out) 14) PEAK HOURS OF OPERATION 15) PEAK DAYS OF OPERATION 42 VPH 17% in 83% out 8:00 am - 5:00 pm Monday - Frid 16) ESTIMATED PROJECT COMPLETION DATE Base building has been completed. 3 17) ABUTTING LANDOWNERS —please list abutting landowners, including those across any streets. You may attach a separate sheet. Pizzagalli Properties, LLC owner of property directly to the east & west State of Vermont AOT (Interstate 89 - N) to the south Ms. Barbara Neff (Tilley Family Limited Partnership) to the north 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). Revised Site plan dated 1/19/04 revised 11/8/05 enclosed. Revised Planting Plan dated 2/6/04 revised 11/9/05. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my kno ledge. ZATURE OF APPLICANT Aal� 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: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date 4 } CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 14, 2005 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: 118 Tilley Drive Site Plan #SP-05-47 Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on October 14, 2005. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. 7 I�F}KK� nU �;�o C) ''. S� bv� -0�-de( ---77 ig�oo s-F M�a,�o� 'Ta 4,-UQ-�a 33 5paenb oe q I Permit Number SP-. 1 - CITY OF SOUTH BURLINGTON 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 #) Pizzagalli Investment Company - Successor by merger to Pizzagalli Properties, LLC Tel (k (802) 658-4100 Fax ik (802) 6 1-1 07 50 Joy Dr. South Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, TLC 50 Toy Drive South Burlington, VT 05403 Telk 658-4100 5) PROJECT STREET ADDRESS: 118 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860 - 00750 . L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) A two story commercial office currently exists on this site totalling 28,000 square feet. 21,000 sf is dedicated to Medical Office, 7,000 sf is dedicated to General Office. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli proposes to have a 200 sf sandwich shop located on the first floor. We would request a redistribution of uses within the building to 18,400 sf of Medical Office space, 9,400 sf of General Office space and 200 sf of Retail Food (less than 5000sf) c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,000 square feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Two (2) floors, 28' high. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Estimated number of employees One (1). Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 118 Tilley Drive is nearing completion. Pizzagalli Properties is proposing to have Klinger's Bread Company install a 200 sf sandwich shop on the first floor. It will result in a change of Be for the building. 8) LOT COVERAGE a) Building: Existing 9.6 % Proposed % b) Overall (building, parking, outside storage, etc) Existing 38.3 % Proposed % c) Front yard (along each street) Existing 24.1 % Proposed 9) COST ESTIMATES for Klinger's Sandwich Shop a) Building (including interior renovations): $ 18,500 b) Landscaping: $ c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC for the entire property. a) Average daily traffic for entire property (in and out): 309 VPD 50% in 50% out b) A.M. Peak hour for entire property (in and out): 44 VPH 88% in 12% out c) P.M. Peak hour for entire property (In and out): 42 VPH 177 in 83% out 11) PEAK HOURS OF OPERATION: 8 :00 am - 5 : 00 pm 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: 12 / 1 / 05 14) SITE PLAN AND FEE Reduced site plan enclosed. 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). 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. IGNATU OF AAPPLICANT SIGNAT RE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: Ad � 1� REVIEW AUTHORITY: Development Review Board plan I have reviewed this site plan application and find it to be: Complet THE CONTRACTOR SHALL NOTIFY'DIGSArV AT 1-989-344-7233 PRIOR TO ANY EXCAVATION AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE VICINITY Or UNDERGROUND UTILITIES. NOTE5: I . TONGRARNY ON LOT p U EASED CN 1pNGRAMIC SURVEYS PERFORMED IN 9CFTCMDOL 2003 AND .EGEM5M 2003 DY DONNE L NAMLIN CONSULTING CNGINCRS. 2. EXET1NG P(ATURES ON LOT A ARC EASED ON A PION ENTITLED S.IOUWNN VICE WVNCSS PARK STTE PINE. LA REI9ED o SQDS, PREPARED W DONNE L HAMUN 00145MTING CNGINECR9. 3. pLVAtl N ARE EASED ON U.5.G.S. DATUM TARN PRDM A ERNCNMARR AT TNC NORTNWpT CORNER OP TNC NCW M T PRCPCRIY ACR0551N CS TNC nLLEY f100PCRtt. pCNLNMELEVATIONWA5 NNED APFIZD ONC I.E.. E.RINGTON. VCRMOW. I WARNING: P t XI Si:NG FATALLY TOXIC GASSES MAY DC PRG9[M ,S BARN' IN UNDERGROUND %%NG SYSTEMS n'-TIC AND WASTE SYSTEM STRUGTURE9. NAM�G.�t� Tf>a'e MISTING 6' MI-N, 9' roRt3MN i TFLALl OTC \ R�C%19nNG S. SPWTR MAIN-� M9VING GRAKL ACCESS \ \ RU55ELL TILLEY c ro N.,wr PROJECT INFORMATION -LOT 6 %or % AREA (51) TOTAL ALLOWED LOT 51Ze 146.201 100.0 WILDING COVERAGE 14. 9.6000 40.0 PARONG 4 DRIVE COVERAGE 41.16G 29:2 SIDEWALK COVERAGE 1.517 1.0 TOTALCOVERAGE 56.6e3 38.8 70.0 ' FR>SfRFAR6 9K SRC 12.040 100.0 FRONT YARD COVERAGE 2.905 24.14.1 30.0 ZONING DISTRICT, INDUSTRIAL 4 OPEN 9FAC[ (RECENTLY REM5E0 PROM MIXED INDUSTRIAL f COMMERCIAL) PARKING STATISTICS REOUIRMI 1 12 5FACE5 (14.000 5F R 2 STORMS R I ErACE PER 250 5F GPA) PROMDED, 130 SPACES E,5CNAAGE MANHOLE DXnneaNMI ronr�%re pn» �a \\ PROPOSED N M KO IX 9T ISTNG mw9T / ONNCCT TO IXI3nNG WARE xRVICC\ � EW CY.IG2`yp�LgS NC I \\ FM � ` AKV N_uGNT NW I \` t1 ' 11 �WX I - u !• /_//'/ / NLW ICY\190 MDR +�.- - MATCl1 TCT Dtl9TING \ S-O.OI ]2k( 1 \ • 12Y}9 NOR "cu�ieee ( 51DewNK NtWxnl. \ \ \ \ \ TILLEY FAMILY \ NMI1s �1 u1 n+DRVN \ \. \; \\. \ \ I �\ LIMITED PFTNERSFIIP NCN 6Y GO S _ \ NCM'LAWN qWN II / N UNTI DIWNf9 \ �/• Z '' ` \ � RN.-863.30J' , I CN RACK \\`` \\ ` � \\ \\\\ \ NEW IeYIU'NOR CONC..910CWALK \ \. NM' '�I f \ \ IXisnNG 9NI DING (�\ FRO"FO 5UILDRNG o 14.000 5.1. AREA PIZZAGAW VIrw OI oLG PPF '�G(5TRCCT#1 8), 3ACC sroRAee \ I PNWIW AREA - � emrReG PAvm O. RED -- �- IMO INIgpilllN.f OPEN 9PAQ N I G�1\WLy� IHO NfCR9TAtt XIGNWAY OVCRIAY NTCILSTAR�MWN—WERUY o � � � � j � \ \\ � � 7�aa.M°1N1O1er.L"�ruu�De I s-Wolao°'IL*siir°P0 NEvoMwel \ LNewxRe�T \\ Ibali�NdR \ \ _ / a M_ DUMP9T5t ION OpS \ lWNfI R ICAU ✓// \ \ (/ \ ' ( �T1 E NORAML WATER 31 ' eoTraN+eLEY.-pse.a r PVC `�IN5Z90 G.so \ .. 9fpQ ND R\rm. wN. C'..IO.pAT6 VNK INTERSTATE NIGNWAY OVCRIAY .... J7 ....._/ \/\ ZONING 115LT \J>{ 3 I •, •• .� .::✓. NCY/ PY%O GSM' NC PIZZAGAW PROPERTIES, LLC 3>s� J / ..r..:;' • r .:•::. e-o.oQ4a rtm. \ IXISTING 9TORMWARR .( MiTN. VIEW BUSINESS PARK, RCRNTIa+rrowD 'F1 \ ND snuWAr LOT A (5TREET MG2), 4.52 ACRE5 roR tOt A 37y� \ / / �• / / / _ — \ ouTw T,W— \ F /JI / _ J 9 S 3 ^YT �� a oRNNA�e pASeMeW uMrt or SO LOT CW911 W[lUND3 _ NORm STATE OF VERMONT -INTERSTATE 89 soum- NMrtoP A AReeungfff y cN.»NwmANDe TBM-IRON MR=G MASTICCAP flEV.-35p.14 N.9. WTUM) 30 O 30 60 90 .i 7STET"� WC ,,ff•I, �DNAL i•��� 111 fpnente� SEWER DRAINAGE INFORMATION INFORMATION NEW!N,I 5l NEW Cp I RM-372.30 RM-374.56 G' INV. IN-3G4.30 G. INV. OUT-364.20 I& INV.-367.97 NEW C5fp2 RM-370.21 I & ON.-365.74 NEW C5#5a RM-36E.1 I I & RN.-964.91 NEW C5054 RM-sC M I & INV.-SG4.60 NM LAWN DOWN f 1 RM-371.W 12' INV.-9GE.50 NEW LAWH DRAIN f2 RM-371.50 I T 1W.-S".27 NEW LAWN DRAIN f3 RM-371.75 I 1W.-S69.79 NEW 0MNf51 RM-372.DO 12'INV.-364.25 I& W.-DG4.25 PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT E SITE PLAN Solt NRM Gbn¢ld � H¢7lZlin �' '�` Consulting ° NPK engineers Ina ,,� RFH SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 April 30,2004 Donald L. Hamlin Consulting Engineers, Inc. 136 Pearl St Essex Junction, VT 05452 RE: Mountain View Business Park, Lot B South Burlington The South Burlington Water Department has reviewed the plans and details, last revised for the above referenced project. Please find my comments below and refer also to my water allocation letter dated February 18, 2004. 1. Please complete the attached Application for Water Allocation and return it to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval, which will be contingent upon construction of additional water storage volume serving this section of the City. The bond vote has recently passed, final engineering is underway, and the estimated on line date for the new tank is September 2004. 2. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District the City of South Burlington Colchester Fire District #1, and the Village of Jericho, henceforth the "CWD Spec." Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 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 System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. The South Burlington Water Department ordinance states "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City." As such all water lines within this project area (lots A and B) are considered private. Additionally, each fire hydrant shall be considered private and subject to the $100 per hydrant annual fee as required by the City of South Burlington Water Ordinance. 5. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 6. Further changes may be required as this project proceeds through the permit process. This department shall be notified of any changes to this project with revised, updated hard copy plans sent directly to us for further review. 7. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 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, AJaydeau Superintendent Cc. Brain Robertson Plan review: Mtn View Dr- Pizzagali property Lot B, revised r � i \ I WARNING: PATALLY TMIC GA55E5 MAY M PRCSGNT IN �ED PROJECT ' ; THE CONTRACTOR SHALL NOTIPY'DIG5APE' AT 1 -000-344-7233 PRIOR TO ANY [XCAVATION AT LO TION5 "ICH MAY 5E IN THE IMMCDIATE IN UNDERGROUND PIRNG 5Y5TEM5 * � INFORMATION -LOT B COND1TgN5 CON rp IONS VICINT OP UNDERGROUND UTIUTIE5. AND WASTE SY5TEM STRUCrURY5- R O W1P1" Rc OP ; OP % V AREA(5I) TOTAL AKA MQ M— ALLOWfI NTWN:.`�-'w4t LOT SIZE I46.201 100.0 IK,201 100.0 9.6 14OW 9.6 40.0 NOTES: . 10 [RAIDING COKRAGC PARNNG t OPJK GOVERK"[ 14.056 41.1" ]A.2 4I ,166 20 3 1,997 TOPpGR. / SARAMGIL CAVERWE 1,730 1.2 .- .... --- ON LOT p IS eASCD ON rOPOGR G SURV[r5 P[RIORMfO IN xRCMOfR. 2p09 AND OCCOABfRZ003 fw DONwLD L. IIwnWN CONSULTwC GNGNK[R5. •-'A / ..._....___.__- TOTAI. COKRAGC . _ .. .._. 56.952 39.0 _ S].209 39.1 10.0 2. [R9nND RATVAS— LOi w ARC e/3Eo ON A PIAN MPTLCO TAOUNiuN VRW dISIN[93 IwRA SIR ILA,'. R -eG / W_ U\5T .--3..RClARCO er Dp1ALD L, —UN C—E-11N4 CN41N[GR9. 3. CLEVAnONS ARE eA�GO W U.9.4.3. WillA1 TAACN IIICAI w xNcnAwA wT TnC NORTHWEST CO M OC NT11•LRN SP ,,,•••" T,C�i10G/Ty i tILL5C�A 51ZC PRDNT YN[D CW[RAG[ 12.040 100.0 2.90" 24- 12.040 100.0 Y.90� 24. i 30.0 TtIC NEW CNGLAND RIEhIONC IROPeIttt LOC,AT[D wCROSS NRCRSTAR M IR[Ne mC TUN IRlOP[ICtt, xNCnNwRS E1lVwigx WAS ODTNNW PROM IRLD AOGRKIL P.C.. eURVNGTON. KRWNT. , f y�tN S.......... �..........•• rrN3 PLAN IS DAXD ON A RGCDRD DRAWING PLAN ENnTICO'MOVNTNNMM dI9wCSS PARK. IDr p srz / \ •~•.. . ZONING DISTRICT: INDU5TRIAA t OPIN SIACC D[KLOPNR:Ni, SIT[ INI!', DwTlD OI/1901. LA9T REVIxD OW 12A%. DY DONALD L. HANRM LONSUITING .•••"[,•""'„••"•�..•"" /•...a,. CNGNffR3. INC. _. ' "..TI....• ....{.....::, PARItING 5TATISTC 5. Nv+DscwnNc runlRa xIR-RD oN Ern a Aa 1N♦xD aN mroRA+wiR3N rRDvlocD er mG x cRDIII RU55ELL TILLEY rRDvIDED: 13o SIACCs G. HITS PIµ h euXD ON A MN I:NTIrICD MOLMTUN VICw dISINC93 PARS. LOT a SIR DGKLpAKM. N/F �- IROPOS(O 91DEWµt wD01TRAI'. I—ED 0422ID6, by C—D L. HN N CONSULTING CNGRUCGRS. INC. rLNg .+ •• "` •-•"� .......... ...• ..,� . •` 7, —1 M EASED oN w ­1 l—U0 H•LgINrAIII VIEW eUSIN[35 IARS. LOT a SIR MVELOIMCNT. PROIOxO NORM CIR SHA'WAIt wrwvcMENT9'. WRD Obl G.OG, IAST RMSED OW I • G. RT DONAID L. nuXM CONSIILT.TiNG CVGINCCRS. INC. ••"' L r,/ • "� �•••'~l .... .. _ INTERSTATE HIGIOVEREAT zONING wITwcr FIZZAGALU PROPERTIES, LLC MTN. VIEW BU51NE55 PARK. LOT A (5TREET N62). 4.52 ACRE5 N/F N— 5TATE OF VERMONT - INTER5TATE 89 p01lrn 30 O 30 GO 90 CHIT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 PwC) nnL MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT o1uwc not SITE PLAN Lbnald L Hamlin Consulting �'ngineers, /nc. r f / MOUNTAIN VIEW BUSINESS PARK- LOT B KEY BOTANICAL NAME TREES AR Acer rubmm'Armstrong' AF Acer rubrum x freemanii'Autumn Blaze' GD Gymnocladus diolcus PC Pyrus calleryana'Chanticleer' PGa Picea glauca PGb Picea glauca TO Thuja occidentalis'Nigra' SHRUBS EA Euonymus alatus'Compactus' VT Viburnum trilobum'Compacta' PERENNIALS CV Coreopsis verticillala Moonbeam' MS Miscanthus sinensis RF Rudbeckia fulgida'Goldstrum' ST Sedum telephium'Aulumn Joy COMMON NAME CITY SIZE REMARKS Armstrong Red Maple 14 2 12-3" Cal. B&B, 6' Branching HL (Min.) Autumn Blaze Maple 7 2 12-3" Cal. B&B, 6' Branching HL (Min.) Kentucky CoReetree 6 2 12-3' Cal. B&B, 6' Branching HL (Min.) Callery Pear 7 2 12-3' Cal. B&B, 6' Branching HL (Min.) White Spruce 13 6-T B&B, Full White Spruce BAY B&B, Full Dark American Arborvitae 49 1 a 5-9 B&B, Full Compact Burning Bush 120 24-30" B&B, Plant 30' o.c. Compact Amer. Cran. Viburnum 6 24-30" B&B, Plant 30" o.c. Moonbeam Coreopsis 8 1 Gal. C.G., Plant 18' o.c. Maiden Grass 2 2 Gal. C.G., Full Slackeyes Susan 10 1 Gal. C.G., Plant 18" o.c. Autumn Joy Sedum 12 1 Gal. C.G., Plant 18" o.c. K�� 0 PARKING LOT TREES TO SATISFY SECTION 13.06E W_A�ENTRY SIGN PLANTING PLAN SCALE 1'= 1W RU55ELL TILLEY NIF +o I NpW t 1'A re S" PIZZAGAW PROPERTIE5, LLC MTN. VIEW BU51NE55 PARK, LOT A (5TREET #G2), 4.52 ACRE5 NIF Na 5TATE OF VERMONT - INTER5TATE 89 —N \ ov. ,O y in 3s�+iera J>a \ \\ 3j 2-PGa 1-PGb____ �k — 1 \ \ TILLEY FAMILY LIMITED PARTNER.5HIF \ \ NIF \ \ \ 1 \ 51 1 1 1 2 11 1 \ 11 1 1 \ `\ \ p - INDU911NK � ORN NK[ — — — J — --T Zoo-EW3[t4T,hb,Ti FlF 3FiR__ 1 \ 1-PGa 1-PGb \ i 1 - 1-PGb \ 7 _-PGa`, \ 1-PGb 1eM - iBON me rnre, wme ci�r G[v.�B.e.14 NJ.LD. GAiw) MOUNTAIN VIEW BUSINESS PARK LOT B South Burlington, Vermont SE GROUP planning & design Ill Church SD Burl*wl Velmonl 05401 phone: (802) 8624098 raz (802) 865-2440 PC pizzagalli p— p e r e l ., 11 C Developer 5o.loy dive soum BNArgWM VT 05407 B02.651.1315 0 0 15, 30 60' Srale: 1• = 30' D.I.: 02.06.04 Drawn BY MKW Ch.*< By. MKW Re,ft— TNe PLANTING PLAN sheet Number L1.0 Proled Number. 04202 File: L1.0-Planting Plan.dwg CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 11, 2007 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05430 Re: Site Plan #SP-07-100 118 Tilley Drive. Dear Ms. Bouchard: 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 December 11, 2007. 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, l Betsy Donough Brown Planni g & Zoning Assistant Encl. . ... ... ... . .. .. ... .. .. .. .. ... .. .. i \ \ \ > o \ � RELOCATED TREE \ / / EXISTING TREE TO / --BE RELOCATED AS \ � / 9�1p/ _ NECESBAR7 \ / / SIDEWALK EW HANDRAIL ATED -44 \ / N 72 \ 0] 0. \ REGRADE AREA TO DRAIN TO EX15TING LAWN DRAIN \ \ EXISTING \I\ \ \ LANDSCAPING TO BE RELOCATED \ EXISTING LANDSCAPING TO REMAIN 1 \ EXISTING SEWER CLEAN OUT W \ TO REMAIN EXISTING LAWN 10 0 10 20 30 PROJECT IXIDnNG rRDroxD INFORMATION -LOT B moND c°NrnnoND xa AR[A 3r TOf,LL :uew ran TOTK NIAWCD > + LOT DI2[ I4G.201 I OD.O 14G.201 I OD.O DUIIDING GOVRAG[ I4.ODG .6 14,OSG 9.G ,O.O i ARNNG�DWV[COV[IWGe 41.166 20.2 91,I�GG 2D.2 , 91O[WAIK COV[14L[ I,>SO .Y > .S TOTAL COV[RRG[ 16.152 Se.O S].z09 SS.I >O.O TllItT DWV[ II�Nf91W7 DerencR Dlzc Iz,oRo IDD.D I-1 IGOA RtpNi vARD CAV[FAf 2,e05 2,.1 42.1D9 24.1 SO.O D D 20NING DIDTIUCf: INDLPJTNAL R ORN SPAQ D ARNNG STAT51- P — -_ —_ rwvlDeD: I w DrAee9 DATE owsoe NAON grow NELDGATED SNPLDs BY DATE NSION BY CLIENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLING TON, VT 05407 PROJECT TITLE NorEs: ONA MOUNTAIN VIEW BUSINESS PARK OPOGw,r"r DN I,x e. NORTH AND [ DIDGS or d11LDING AR[ e�[D ON rorocRArnlc DDRV[YD LOT B SITE DEVELOPMENT reRrvRwm w JULr, zone m DONALD L. u cousuLnNG euGw¢Rs. 2. IXISTING r[ATURC9 ON LOT A ARt 1 1— LNTITItD YROUNTNN N[w DUDIN PAR2. SIR DRAWING TITLE PWT'. LAST RNISeD D4/SDAS. rR I—D DONAID L. 1—IN CONSULTING [NGIN[[1L9. OOenNG rrATDR[D ON nr a AR[ ON A r AN [NT DD,A� NTNN �I[w BUN— I —A LOT e ; .�� oT vf'o,� PROPOSED NORTH ENTRANCE O[V[IDP1A[M, STR rLIW. WT[O III AND WT RdID[D OM 12RX. PR[fAR[D DY DONPLD L MAMUN NNSULTING eNGIN[[RS AND ON A PIAN ITitD TIOUMNN vIN/ euslN[DD PARR, LOT D 3il[ A,P��y P • /y ; SIDEWALK IMPROVEMENTS tvdnr DE- 1— 5— —X IOW. OATtD O6�2P G. rR[rARtD m 1 D L. H—LIN • 3-Y CONSIILnNG [NWNRRS.INC. �� i�� 9FD/MLD ,eTn[.tNaiNURx drvAneoANi[wDnOs NoUer.Sa.GNe.SD. rDrR[D w[RNeR. r.e.. euRUNGroN, vtw.IONr. NDDT. SrnDD, M AN rOA DWA"•r,•,,_NWONAD IRR D1OTl— x e Dm �naClodnsltBin¢gznlin S. IANOSCPPING PV.TUR[S D[PR:i[D ON AR[ eA3[D ON INrORMATION PROVID[D mTHe D[ GROUP. •.,, ;DN",',,GG JPK /MLD \ Engineers, Inc. Drrnilq PK \' M1. 1.p6' flail stv t DEVELOPMENT REVIEW BOARD 1 AUGUST 2006 and when there was "metal to metal" contact as the dumpster was lifted, but this was of very short duration. The reading for this was 90+. At the property line, it dropped to 72. Mr. Vock said one advantage of this location for the dumpster is that it is relatively far from the property line. He felt there would be more noise if the trash pickup were underground because the duration of sound would be longer when the truck was backing Up. Mr. Farrell said one other thing they are doing is a boundary line adjustment between lots 1 & 9. Mr. Belair said the approval motion would have to be amended to reflect this. Members did not favor adding the fencing between the two existing fences. The motion was amended to include a description of the boundary line adjustment as part of the request. Ms. Quimby moved to approve Final Plat Application #SD-06-35 of Eric Farrell subject to the stipulations in the draft motion as amended to include the boundary line adjustment noted above. Mr. Bolton seconded. Motion passed unanimously. (5) Public hearing: Final Plat Application #SD-06-55 of Pizzagalli Properties, LLC, to amend a previously approved plat for a 28,000 sq. ft. mixed use building consisting of. 1) 18,000 sq. ft. of medical office use, 2) 9,400 sq. ft. of general office use, and 3) 200 sq. ft. of retail food establishment use. The amendment consists of adding a sidewalk to emergency egress exit, 118 Tilley Drive: Mr. Bouchard said they have an emergency egress doorway on the south side of the building. There was never a sidewalk put in there, and they are required by the State to keep a pathway clear. They decided that a sidewalk would be the best way to do this. Staff had no issues with the request. Ms. Quimby moved to approve Final Plat Application #SD-06-55 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Birmingham seconded. Motion passed unanimously. 6. Public Hearing: Preliminary Plat Application #SD-06-56 & Final Plat #SD- 06-57 of City of Burlington/Burlington International Airport for a 3-lot subdivision consisting of a 62,172 sq. ft. lot (lot A), a 3212 sq. ft. lot (lot B) and the remaining Airport property (lot C), Aviation Avenue: Mr. McEwing explained that they have built the facility and now need approval to lease it. He said it appears that every time they have a use, they have to come to the Board. Mr. Belair explained that this is because of the definition of a subdivision. He read the pertinent subdivision regulation. Mr. McEwing noted they are constantly changing leases within the Airport. Mr. Dinklage said the Airport is no different from any other property. -3- SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-41o6 September 7, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: DRB Minutes - 118 Tilley Drive Dear Mr. Bouchard: For your records, enclosed is a copy of the approved minutes from the August 1, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, 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 August 31, 2006 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: 118 Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the approved by the Administrative Officer on August 31, 2006. Please note the conditions of approval including that you must obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, 4(ti,QM) Betsy McDonough Planning & Zoning Assistant Encl. Permit Number SP-y 4 - S�& CITY OF SOUTH BURLINGTON 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 #) Pizzagalli Investment Company - Successor by merger to Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111 - 113 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Jov Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard - Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT Tel# 658-4100 Fax# 651-1307 5) PROJECT STREET ADDRESS: 118 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860 - 00750 .L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 28,000 square feet. Two story commercial/medical office building. b) Proposed Uses on property (include description and size of each new use and existing uses to remain)Pizzagalli proposes to construct approximately 47 linear feet of new sidewalk on the building's north side to accommodate a new tenant's desire for an egress to the parking lot from the northside of the building. c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,000 square feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 2s, high, two floors e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Estimated number of employees - 100. Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Pizzagalli Properties and 118 Tilley Drive have a new tenant taking space on the first floor. They desire nn ndditionnl means of egress from their space located in the northeast corner of the first floor. 8) LOT COVERAGE Total Parcel Size: 146,201 Sq. Ft. a) Building: Existing_, 9 . % / 14 , 0 (10 sq. ft. Proposed --- % / --- sq. ft. unchanged b) Overall impervious coverage (building, parking, outside storage, etc) Existing 39 % / 56,952 sq. ft. Proposed 39.1 % / 57,209 sq. ft. c) Front yard (along each street) Existing 24. 1 % / 2,905 sq. ft. Proposed 24.1 % 2,905 sq. ft. unchanged d) Total area to be disturbed during construction (sq. ft.) * 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): $ 10,000 sidewalk and railing b) Landscaping: $ 500 cost to relocate existing maple tree c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): —N/A no changes to traffic 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: 2 12) PEAK DAYS OF OPERATION: N/A 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) East & West - Pizzagalli Properties, LLC South - State of Vermont AOT Interstate 89 ROW (Northbound) North - Tilley Farm, LLC (Attn: Barbara Neff 700 Hinesburg Road South Burlington, VT 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). Site plan enclosed: "Proposed North Entrance Sidewalk Improvements" 3 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. GNATURE OF APPLICANT �v SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: T REVIEW AUTHORITY: ❑ Development Review Board I have reviewed this site plan application and find it to be: LJ Complete _ /% ^ ❑ I =6 ra..."15a lJd' Administrative Officer of Planning & Zoning or Designee 4 FA THE CONTRACTOR 5NALI. NOTIFY'DIG5ArC AT 1-086-344-7233 FRIOR TO ANY EXCAVATION ,T LOCATIONS WHICH MAY 5E IN THE IMMEDIATE VICINITY Or UNDERGROUND UTIUTIE5, i w -� Oa i i / / i J~ \ k1 \ n PROPOSED BUILDING F.F. ELEV.-373.25 PIZZAGALLI PROPEKTIE5, LLC \ MTN. VIEW BU51NE55 PARK, / \ OT B (STREET # 1 18). 3.3G ACRES _ \ \ N/P �6 \ 5-N 20 O 20 40 60 N i k k + \ \ / / CONCRETE / / / 91DEWALI ID \ l \ EXISTING \ \ LAND5CAPING TO BE REMOVED \\ TO RENG LANDS \ EXIC i NOTE5: 1. MPOGRAPHY ON LOT D, NORTM AND I—T 51— OF DUIIDING ARC DASED ON TOFOGRARIIC 5URVI Y FCRrORMCD IN —, 2006 DY O011A1O L, H N CONSULTING 1NGI1411- 2. O l TING rl A URES ON LOT AMC —10 ON A — CNTOICD'MOUMNN VICW 5U51NC55 PAAY 51TC _, WT RCVIDCD OM50V5. rRLPMED DY DONNA L HAMUN CONSULTING CNGINecR9. 5, eWSTINa f ETU ON LM a MC DASCD ON A ruN eMTIIID—I—. VICW D ,I —,ARK IOT D DCVCLOF . 511t rIAN'. DATCD III ff 4 AND l T RNISCA"I1 . FRLrA DY DOLMA L. NAMIIN CONSULTING CNWNCCR9 AND ON A CIA CNnTIID'MOUNTNN NEW DUSINe95 FAR" LOT D SITC OCVGLOFMCNT, FROF05ED 51OCHAV. WORION'. DARD 0482,06. rRCrMED eY DONND L. HAMNN coNSULnNc cNCINeeRS, wc. 4. CINATION5 ARC Dr 9eD ON U.5.G.5. DANM TAKCN FROM A DCNCNMMR AT i NORT T CO- OF TNC New ENGLNIO RLCF E FRO— ID M ACR05•. INRRSTAW - FROM T I! Tlu FROFCRTY, DCNCMMANC EU'VATION W" -T.— FROM FRCD ROCRNER F.C., eU141NGTON, VCRMONT. 5. ­Na F %A OCFICRO ON — D ARC MSCD ON MFDRMATION FRWIDCD of THE 5E GROUr. D D O DCISTING TREE TO� ®E RELOCATED AS NECESSARY EW WANDRAIL 37 D \ FA TO RAIN TO ESTINE LXIGWN DRAIN .PING EXI5TING PROJECT INFORMATION -LOT B IXISTING COND-5 rROroSeD OONDmoNS %OF rl M;6. TOT/.l %or x AUA or) TOTAL ALLOM2D lM 5-146,201 1-0 116.201 100.0 DUILDING fAVCRAGc 14.056 e.6 II,ODL 9.6 R0.0 FARKIN. ♦DRIV[LOVCRAGE 11DLWNJC COVCRAGC 41,166 25.2 1.180 1.2 ♦1, 166 26.2 1,9D7 . TOTAL COVCRA6t 56.952 89.0 57,2pS 39.1 70.0 Y AqP9ti5ACK 12.OW 100.0 I.4 100.0 ,FONT YARD LOVCRPGE 2.905 2-905 , T4.1 30.0 ZONING DISTROfi INDUSTRIAL OreN NACC rARWNO 8TAT15— PROVIDEO. 150 'P RECEIVED, AUG 2 3 2006 City of So. Burlington UERT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05407 PROJECT PU MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT DRAWWG ME PROPOSED NORTH ENTRANCE anald L Hamlin Consulting Engineers, tno. t36 hart st—t 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH Bi1RLINGTON, VERMO_NT 05403 (802) 846-4106 FAX (802) 846-4101 August 3, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 118 Tilley Drive Dear Mr. Bouchard: 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 August 1, 2006 (effective 8/1/06). 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 recorded by 1/27/07) of this approval or this approval is null and void. If you have any questions, please contact me. Si cerely, Lock vl Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 1820 0004 3157 8878 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 26, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Tilley Drive Dear Mr. Bouchard: 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, August 1, 2006 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 cDon ugh 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 To: South Burlington Development Review Board From: Cathyann LaRose, Associate Planner Date: July 25, 2006 Re: Agenda #5, #SD-06-55, Pizzagalli Properties, LLC 0 Final plat application #SD-06-55 of Pizzagalli Properties, LLC to amend a previously approved plat for a 28,000 sq. ft. mixed use building consisting of: 1) 18,000 sq. ft. of medical office use, 2) 9,400 sq. ft. of general office use, and 3) 200 sq. ft. of retail food establishment use. The amendment consists of adding a sidewalk to emergency egress exit, 118 Tilley Drive. The applicant is proposing to construct a sidewalk that would connect the emergency exit on the south side of the building to the parking lot. The sidewalk is proposed to be approximately 70 linear feet. The impacts to overall coverages are negligible. The applicant has stated that the construction of the sidewalk will not impact the existing landscaping on the south side of the building. The trees will remain. Staff finds no issues with this proposal and recommends that the Board approve Final Plat Application #SD-06-55. TN[ CONT-rt-51-1N �1,- T WARNING: % �3�1-7233 —11 T— rl�,,,NT PROJECT INFORMATION -LOT 13 MnPRDPoseD - AT rlpl� LOCATIONS —CH MAY M A- N-0IO vicmt� or IJN�� WNOITONS or TOTAL ALLONTO I Z ­0 111 21 1;:, 21 N -2 1 30 �2 2- 2 —A—A—D=ANVT.W r_r. MDT Z= narr M11 3�— P U.S.G.S. P— A AT 0 24.1 24.1 ptMNR MN1W DI-1— —T� 4 OMN ........ .... 4-1— 15—A—NG—W—VIM—F�— . ..... SPAQ STADSTI� RUI5:�U.A. MIX �Imv: 130 5F—M , -z7,AGA1.LI rRZ'FE:kflt'5, LLC PI;TN, VIEW 15UNNI!.-�5 -AP'KA (5TPET.T 462), 452 111F 5TX-F. OF VFRJMONT - IN' FR'TATF 13FI 30 0 30 GO 90 0. Oil OF VC, N� 7201 AL RECEIVED JUN 2 7 2006 City of So. Burlington Rage, id ISO f plus - Looking dist for Albans •0069. around n three I disc - :/gritty t/expe- m. Bari -ding in rk/$60- rchessa !placed. 15. Like )-8548. 1MP Red cooled. R, Inde- eautifuL ig 802- 101926• usicJan . 02-899- hollow rody w/ m fret - and in ardsheLL t-wound IIpMENT psteels, nusic re - 'consign iontreso i3.4933. )ORGAN irchased Ifice for nts, sel- 850. )R SALE 00/060. BO. Eden like new amp-tike W73. )NITORS monitors r). Used or email DNS Pa - teacher diate stu- vise, and a musical aihcom. 614-975-2008. ----------------------- Studio/ Rehearsal ----------------------- COSMIC HILL Recording studio in Moretown. Great equipment, great space. 30 years experience. 802-496-3166. MOBILE RECORDING FOR HIRE Mobile Pro Tools System for hire. Live recording system for your band. Demos, live albums, etc. Can master or you can have done. 802-846-7515. Auditions/ Casting ADOPTION BOOK PROJECT Art- ist/UVM professor looking for children/adult models who were adopted from foreign countries for a portrait book project. Email tkrajnak@uvm.edu for more info. REAL WOMEN OVER 40 Artist/ Professor starting book project entitled "Real Women Over 40." Models needed. All types. No nu- dity. Contact tkrajnak@uvm.edu for more info. ----------------------- Call to Artists ----------------------- MODELS WANTED: for artistic and fashion projects. Excellent opportunity for free portfolio and experience. Contact David Russell Photography, 373-1912, email rusldp@juno.com, website http://www.rusLdp.com. --------------------- Creative Space SPACE 4 WEBGRAPHICDESIGNER Bear Code seeks Web Graphic De- signer to share Montpelier space. Shared equipment: fax, Internet, color laser printer, conference area. Open floorplan, comfortable space. Call 802-225-1331. PUBLIC HEARIN SOUTH BURLINGTui\J 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, August 1, 2006 at 7:30 P.M. to consider the following: 1. Final plat application #SD-06- 55 of Pizzagalli Properties, LLC to amend a previously approved plat for a 28,000 sq. ft. mixed use building consisting of: 1) 18,000 sq. ft. of medical office use, 2) 9,400 sq. ft. of general office use, and 3) 200 sq. ft. of retail food establishment use. The amend- ment consists of adding a sidewalk to emergency egress exit, 118 Tilley Drive. 2. Preliminary plat application #SD-06-56 and final plat #SD- 06-57 of City of Burlington/Bur- Lington International Airport for a three (3) lot subdivision consist- ing of a 62,172 sq. ft. Lot (tot A), a 3212 sq. ft. lot (lot B) and the remaining airport property (lot C), Aviation Avenue. 3. Final plat application #SD-60- 58 of Lund Family Center 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 22,500 sq. ft. restaurant/ medical office/personal instruction school building, a 3500 sq. ft. res- taurant 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 maximum), and 2) reducing the square footage of personal instruc- tion use from 2150 to 1914 sq. ft., 7 Fayette Road. 4. Preliminary plat application #SD-06-59 of Bensen Develop- ment, LP to amend a planned unit development consisting of two (2) commercial buildings (9280 sq. ft. and 3672 sq. ft.) and 16 multi -family dwellings in three (3) buildings. The amendmentconsists of constructing a nine (9) unit multi -family dwelling, 5 Executive Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. July 12, 2006 STORAGE LIEN SALE CHARLOTTE SAILING CENTER 38 Converse Bay Road Charlotte, VT 05445 802-425-4106 DON'T SEE A SUPPORT group here that meets your needs? Call Vermont 2-1-1, a program of United Way of Vermont. Within Vermont, dial 2-1-1 or 866-652- 4636 (tol(-free) or from outside of Vermont, 802-652-4636. Mon- day -Friday, 8:30 a.m. - 4:30 p.m. RELY ON PUBLIC TRANSIT? Join Riders of Vermont. Free Transporta- tion Trainings 6/22, 6/28, & 7/13, 9-12 p.m. Call Kristy Stillwell by 6/16, toll -free 866-974-3377. GIRL'S NIGHT OUT: Fun sup- port group for single women, discussions, weekly activities (cooking, dancing, rock climb- ing...), childcare solutions. A great alternative to dating) Email horizons4u@hotmail.com.. DEBTORS ANON. 12-step recovery group. Do you have a problem with money and debt? We can help. Mon- days, 6-7:15 p.m. First Methodist Church. Contact Valerie, 233-8808. OVEREATERS ANON: 12-step re- covery group. Is what you're eating, eating you? Tuesdays, 7-8 p.m. First Congregational Church, Rt. 15, Essex Jct. Con- tact 863-2655 for more info. MEWS GROUP: Meet one Saturday night each month in greater Bur- lington area to play cards, order pizza and shoot the breeze. Drop in as you please. Call 879-0231. NARCOTICS ANONYMOUS: A group of recovering addicts who live with- out the use of drugs. It costs noth- ing to be a member. The only re- quirement is a desire to stop using. For meeting info, call802-862-4516 or visit www.together.net/cvana. SUPPORT GROUP for Ex-Jehovah's Witnesses. A group for people who have left or are thinking about leaving Jehovah's Witnesses, you're not alone. Angela, 598-2469. FIBROMYALGIA: Do you experi- ence it? Would you like to be part of a support group? Contact: to- bias25vt@yahoo.com or call 864- 2613 box 423 to leave message. TOPS (Take Off Pounds Sensi- bly) Chapter Meeting. Bethany Church, 115 Main Street, Mont- petier. Wednesdays, 5:15 - 6:15 p.m. For info call Linda at 476- 8345 or Denise at 223-257. SUPPORT GROUP FOR PARENTS of children with sensory challenges. Every other Friday beginning May 5th, 7 to 9 p.m., in Williston. For in- formation, call Laurie at 864-6007. FATIGUE AND CHRONIC FATIGUE: Share your experiences and in- formation, learn about effective protocols. John, 802-343-8161. THIRTEEN -WEEK SUPPORT GROUPS for women who are survivors of adult and or child- hood sexual assault. Group will include a yoga component. Please contact Meg at 864-0555. a sevendaysvtx : U [click on classih BEREAVED PARENT SUPPORT GROUP: Every first Monday of the month at 6:30 p.m. in Enos - burg Falls, 10 Market Place, Main St. Parents, grandparents and adult siblings are welcomed. The hope is to begin a Compassionate Friends Chapter in the area. Info, please call Priscilla at 933-7749. CONCERNED UNITED BIRTHPAR- ENTS: A group offering support if you have lost a child to adoption or are in reunion or have yet to begin your search. 802-849-2244. EATING DISORDERS PARENTAL SUPPORT GROUP for parents of children with or at risk of anorexia or bulimia. Meetings 7-9 p.m., third Wednesday of each month at the Covenant Community Church, Rt. 15, Essex Center. We focus on being a resource and provid- ing reference points for old and new ED parents. More informa- tion, call Peter at 802-899-2554. HEPATITIS C SUPPORT GROUP: Second Wednesday of the month from 6-7:30. Community Health Center, second floor, 617 Riverside Ave., Burlington 802-355-8936. SAVINGS SUPPORT GROUP for all Low to moderate -income Vermonters who wish to have support around saving, budgeting, managing or in- vesting money. CaLL Diane at 802- 860-1417 x104 for information. ALCOHOLICS ANONYMOUS, Big book text, Mondays, 8:30-9:30 a.m. Overeaters Anonymous, Tuesdays, 2-30-3:30 p.m. Suvivors of Incest Anonymous, Wednesdays, 2:30- 3:30 p.m. AL -Anon Family Group, Thursdays, 12:30-1.30 p.m. "I Love Me", an educational support group on self care for suvivors of domestic and/or sexual violence. Mondays, 5:30-7 p.m. Call AWARE," 802-472- 6463, 88 High Street, Hardwick. AUTISM SUPPORT DAILY: Free support group for parents of chil- dren with autism. 600 Blair Park Road, Suite 240, Williston. 1st Monday of each month, 7-9 p.m. Call Lynn, 802-660-7240, or visit us at http://www.AutismSup- portDaily.com for more info. ARE YOU A CLOSET SINGER? Do you have a good voice (haven't made the dogs how[) but are afraid of fainting in pubic while performing? Join a group to sup- port, sing and perform in an in- timate setting. 802-893-1819. BRAIN INJURY ASSOCIATION OF VERMONT: Montpelier day- time support group meets first and third Thursday of the month at the Unitarian Church "ramp entrance" from 1:30-2:30 p.m. Call helpline at 1-877-856-1772. BRAIN INJURY ASS, OF VERMONT: Montpe ning support group first Tuesday of each Vermont Protection and cy, 141 Main St. suite 7 ence room #2 from 6-8 our helpline at 1-877-1 BRAIN INJURY ASSOCL VERMONT: St. Albans eve port group meets the sec day of each month at h ern Medical Center, 13' Street from 6:30-8:30 our helpline at 1-877-1 BRAIN INJURY As50CI, VERMONT: Bennington d: group meets the first Frii month at Second Cong Church, Hillside Street froi Call helpline at 1-877 OCD SUPPORT GROUP, GROUP: Come share y, rience, get support fn who have been there, le Obsessive Compulsive and how to reduce i toms. Therapist facilitai ly meetings, 802- NW VT GAY AND LEST ter and Adoptive Paren Group: 6-8 p.m. The thin of each month, starting ( through May, 2006. Ca: Services, 46 Main St., AUTISM: Free support parents and caregivers dren with ASO. Montp Sunday of the month, at the Family Center. sica, 249-7961 for chip quires. More info, www.a SUPPORT GROUP FOR M( CHILDREN WHO HAVE CHILD SEXUAL ABUSE: en's Rape Crisis Center ii tion with Family Connect offers a free, confidential support group. Info, 802- PARTNERS OF CHILDHO( ABUSE SURVIVORS. Mee day of month. R.U.1.2? Elmwood Ave.; 6:30-8 p.r berty, 310-3889 or emai pheusl@yahoo.com for ALZHEIMEWS DISEASE mentia support group. H Tuesday of every montl wood Terrace, Burling contact Stefanie Catelta, WEEKLY SMOKING support group: Smal Caring atmosphere. Si ing in just 21 days u rat, proven, safe me unhealthy drugs. Call WEEKLY WEIGHT-LOS! group: Small groups. mosphere. Get great re natural, proven, safe m unhealthy dieting. Call PE Permit Number SD- d� -� 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, phone and fax #) Pizzagalli Investment Company -Successor by merger to Pizzagalli Properties, LLC 50 Joy Drive, So. Burlington, VT 05403 T:658-4100 F:651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Boo K 215 , Pages 111-113 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive, So. Burlington, VT 05403, T:658-4100, F:651-1307 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Robert Bouchard, Development Manager -Pizzagalli Properties, LLC 50 Joy Drive, So. Burlington, VT 05403 T:658-4100 F: 651-1307 5) PROJECT STREET ADDRESS 118 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 7) DETAILED PROJECT DESCRIPTION 0860-00750.L a) Existing uses on Property (including description and size of each separate use) 28,000 s.f. two story commercial/medical office building b) Proposed uses on property (include description and size of each new use and existing uses to remain) Pizzagalli proposes to construct approximately 70 linear feet of sidewalk to connect emergency egress exit on south side of building to parking lot. c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,000 s.f. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 28' high, two floors e) Number of residential units (if applicable, new units and existing units to remain) n/a h f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Estimated number of employees — 100. Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Pizzagalli is required (by the State Dept. of Public Safety) to keep a pathway clear to the emergency egress. A concrete sidewalk will be easier to maintain. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. No other changes proposed. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes. A Class II & III wetland exist on this site. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? All encroachments previously approved by the City of South Burlington and State of Vermont. 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: 3.36 / 146 , 201 (acres /sq. f1.) b) Building Coverage: Existing 14,000 square feet 9.6 % Proposed square feet % c) Overall Coverage (building, parking, outside storage, etc): Existing 56,739 square feet 38.8 % 2 Proposed 56,952 square feet 39 % d) Front Yard Coverage(s) (commercial projects only): Existing 2,905 square feet 24.1 % Proposed 2,905 square feet 24.1 % 10) AREA DISTURBED DURING CONSTRUCTION: 213 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 n/a 12) COST ESTIMATES a) Building (including interior renovations) $ n/a b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ n/a c) Other site improvements (please list with cost) Sidewalk. $5 ,000 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) n/a 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 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. Pizzagalli Properties, LLC — owner of property directly to the east & west. State of Vermont AOT (Interstate 89 north bound) to the south. Ms. Barbara Neff (Tilley Farm Limited Partnership) to the north. 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 (I V 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). Revised site plan dated 6/22/06 enclosed. 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. CAL 1!:� " I IGNATU 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: B Complete 2 ❑ Incomplete R of Planning & Zoning or Designee SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 18, 20o6 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Minutes - 118 Tilley Drive Dear Bob: For your records, enclosed is a copy of the approved minutes from the December 20, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, l Betsy McDonough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 20 DECEMBER 2005 permission to install telecommunication antennas on the roof, 72 San Remo Drive: and 5. Site plan application #SP-05-59 of Montpelier Broadcasting, Inc., to amend a plan for a 19,800 sq. ft. warehouse building with related exterior equipment storage. The amendment consists of installing two five-foot high antenna masts on the building, 72 San Remo Drive: Mr. Flanagan said he had no issue with staff comments. Mr. Belair noted that the applicant has asked to be exempt from the bike rack regulations; however, the regulations say "shall," so the Board does not appear to have the right to grant the exemption. Mr. Dinklage said this should be taken up with the Planning Commission. Mr. Belair also noted the 33-foot height includes the antenna and is within the height limit. Ms. Quimby moved to approve Conditional Use #CU-05-16 and Site Plan application #SP-05-59 of Montpelier Broadcasting, Inc., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. ( 6./ Continued Public Hearing: Final Plat Application #SP-05-85 of Pizzagalli �/ Properties, LLC, to amend a previously approved 28,000 sq. ft. building with 18,400 sq. ft. of medical office use, 9400 sq. ft. of general office use, and 200 sq. ft. of retail food establishment use. The amendment consists of adding utility cabinets with landscaping,118 Tilley Drive: Mr. Belair noted he had just received the landscaping plan this afternoon. On the second page, they show that the utility cabinets are not screened on 3 sides. He suggested a stipulation that all utility cabinets be screened on 3 sides. Mr. Bouchard said he had no problem with this. Condition #5 was added to the motion as follows: The final plat plan shall be revised to show additional plantings to screen the utility cabinets on three sides and 3 copies of the revised plan shall be submitted prior to recording. Ms. Quimby moved to approve Final Plat Application #SD-05-85 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 7. Public Hearing: Final Plat application #SD-05-85 of Dorset Street Associates for a two -lot subdivision, 1650 Hinesburg Road: Mr. Belair said staff has no issues. -2- MOUNTAIN VIEW BUSINESS PARK- LOT B KEY BOTANICALNAME COMMON NAME CITY SIZE REMARKS TREES AR Acer rubrum 'AnnsirW Armstrong Red Maple 14 2 1/2,' Cat B&B, 6' Branching Ht (Min.) AF Acer rubrum x freemaMl'Autumn Blass' Autumn Blaze Maple 7 2 12-3' Cal. B&B, 6' Branching Ht (Mln.) GD Gymnocladus dbian Kentucky Colleehee 8 2 12-3' Cal. B&B, V Branching Ht (Min.) PC Pyrus calleryana Chanddeee Callery Pea 7 2 12-r CaL B&B, 6' Branching Ht (Min.) PGa Pices giauca White Spruce 13 6-T B&B, Full PGb Picea giauca White Spruce 8-1f7 B&B, Full TO Thu)a occiderdalis Tligra' Dark American Arborvitae 41 5-6 B&B, Full SHRUBS ® EA Euonymus status'Compactn' Compact Burning Bush 120 24-30' B&B, Plan[ 30' o c. VT Viburnum bilobum Compada' Compact Amer. Cran. Viburnum 6 24-W B&B, Plant 30' o m PERENNIALS CV Coreopsis verticlllata'Moorixwwf Moonbeam Coreopsls 8 1 Gal. C.G., Plant 18' o.a MS Miscanthus sinensis Maiden Grass 2 2 Gal. C.G., Full RF Rudbeckia fulgkla'Goklshum' Blackeyea Susan 10 1 Gal. C.G., Plant 18' o - ST Sedum telephlum'Autumn Joy' Autumn Joy Sedum 12 1 Gal. C.G., Plant 18' oc. PARKING LOT TREES TO SATISFY SECTION 13MB f X 1 6ST MS &CV 10-RF 3-VT 6ST �z i. ENTRYS. 3-VT ENTRY SIGN PLANTING PLAN - SCALE 1' =10' RU55ELL TTIAEY WF 2-PGe 1-PGb �-PC fir` ���!i� a-�► PIZZAGALLI PRE 1\� all •� ;e. MOUNTAIN VIEW BUSINESS PARK LOT B South Burlinghm, Vermont /Z SE GROUP planning do desiga 131 Ch.,b Smd B.H.6b q Vv 05401 ph— (302) 362-M fa (802) 865.2440 wwwx�pmm pizzagalli p. o p— 1. ., go. Developer EO.by Do. sculh suln0mn VT 06�07 802.861.191E 0 1& 30• se scow 1-w Dd. 02.08.0{ D—W. MKW Ch.dud Dr. MKW ova.y,.e 1 Adtl.. PCM pW. Mb o.Ium�MM1 b1d01E nYr S Alt lnbba�l. r.nem,en.aq ma OM 1 Mr a Aea.lne —ft vww—mp� zt mbr Tw PLANTING PLAN Shut Nu.b-. L1.0 ftlwt Nurlher. 04202 Ff. L1.0-Ran4p PI.A. g J Impact Fee calculation for New Non -Residential Construction A Project Name B Effective Date C Type of use D Type of construction E Value of construction per square foot from Appendix 1 F Total square feet of new construction b QC0 G Total value of new construction C E x F H Above in units of $1,000 , f G / 1000 — I Existing land value j V j y1 Y Grand list J Above in units of $1,000 mo. of I / 1000 K Total value of site and improvements after construction G + I L Above in units of $1,000 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 (J) for past tax payments W (Table FP-4) X Total credit applicable to project for past tax payments Post -construction value of structure and land excluding $144.56 15 MxN d./ J x P ,�► LxR O-Q-S H x 1.875 N $0.87 x U p r C� > From FP-4 -30 Wxi Y contents G + I Z Above in units of $1,000 q����ji. y y Y/1,000 Credit per $1,000 of post -construction value for future tax / AA pmts (Table FP-5) 5 From FP-4 AB Total credit applicable to project for future tax payments �-4, G 1 AA x Z AC Total fire protection impact fee V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xis 75��� �.�t�k< '`/ Sod yyi l6 EDE: Women and minority -owned businesses encouraged to apply. PUBLIC HEARING SOUTH BURLINGTON DEVEL- OPMENT 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, May 4, 2004, at 7:30 P.M. to consider the following: 1. Final plat application #SD-04- 21 of Ted Chamberlain to amend a previously approved planned unit development (commercial warehouse complex) consisting of: 1) a 16,000 sq ft tempera- ture controlled storage facility, and 2) 35,850 sq ft of warehous- ing, storage and distribution use in eight (8) buildings. The amendment consists of: 1) revis- ing the parking layout, and 2) adding an above ground propane storage tank, 123 Nesti Drive. 2. Preliminary plat application #SD-04-23 and final plat appli- cation #SD-04-24 of Pizzagalli Properties, LLC for a 28,000 sq ft building consisting of: 1) 21,000 sq ft for medical office use, and 2) 7,000 sq ft for general office use, 118 Tilley Drive. 3. Final plat application #SD-04- 25 of A & M Construction Corp, Inc. to amend a planned unit development consisting of: 1) 3380 sq ft of general office use in two (2) buildings at 1035 & 1037 Hinesburg Rd., and 2) con- struction of a 10,500 sq it gen- eral office building at 1045 Hinesburg Rd. The amendment consists of adding handicapped ramps at 1035 & 1037 Hinesburg Rd. 4. Final plat application #SD-04- 26, of John Larkin for a planned unit development consisting of constructing two (2) 32-unit multi -family dwellings on a 3.62 acre lot, 326 & 378 Quarry Hill Rd. Copies of the applications are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board April 14, 2004 P12 " PUBLIC NOTICE NOTICE OF INTENT TO DISCHARGE STORMWATER RUNOFF FROM A CONSTRUCTION SITE SUBJECT TO GENERAL PERMIT NO.3-9001 (2003) NOTICE OF INTENT NO. 1. Applicant (Owner): Pizzagalli Properties, LLC Legal Entity: ® Private ❑ State ❑ Municipal ❑ Other: 2. Address of Applicant: P.O. Box 2009 Telephone: ( 802 ) 651-1315 South Burlington, Vermont 05407-2009 e-mail: bbouchard@pizzagalli.com Fax: (802) 651-1307 3. Name of Project: Mountain View Business Park Act 250 Permit No., if one: Description: Lot B Office Building Wetland CUD No., if one: FCWA Section 404 Permit No., if one: 4. Location of Construction Site (include map): Hinesburg Road Lat: N44'26'54" Long: W73`09'18" South Burlington 5. Name of Receiving Water(s) (include map): Unnamed tributary of Potash Brook 6 Estimated Area to be Disturbed (Acres): t 2.96 acres 7. Estimated Start Date: 09 / 01 / 04 Estimated End Date: 10 / 01 / 04 If construction is planned between October 15 and May 1, has a site -specific Winter Erosion Prevention and Sediment Control Plan been included? ❑ Yes ❑ No 8. On -Site Plan Coordinator: David Lothian Telephone: ( 802 ) 318-1211 Fax: (802) 651-1307 9. Application fee enclosed:_$2�0— Date of Application: g Z� 0,/ -$3CaC> %% 10. Erosion Prevention and Sediment Control Plan Preparer Certification: I hereby certify that I have read General Permit 3- 9001 (2003) and that the erosion prevention and sediment control plan was developed in accordance with the provisions of that general permit and using the principles and techniques outlined in Handbook (see General Permit, Part III.13). I further certify that there is reasonable assurance that construction activities, if done in accordance with the erosion prevention and sediment control plan, will not cause a stormwater discharge that violates Vermont Water Quality Standards. Signature of Plan Preparer: Title: Project Engineer P.E. No., if one: 7201 frjy Print or Type Name: Je P. Kershner, P.E. CPESC No., if one: Company: Donald L. Hamlin Consulting Engineers, Inc. Telephone: (802) 878-3956 Fax: (802) 878-2679 Landowner Certification: I hereby certify that I have read General Permit 3-9001 (2003) and agree to abide by its terms. I also certify that an erosion control plan has been developed and will be implemented in accordance with General Permit No. 3-9001 (2003) and as Authorized Representative I will inform any agents acting on my behalf of the requirements of this plan and shall ensure that a copy of this plan is available on site at all times. I understand that any contractor involved in earth disturbing activities must become a co-pemuttee under this project and that the Request for Co-Permittee Status Form(s) must be signed by the contractor(s) and filed prior to their engaging in project construction activities. I also certify that, concurrent with the filing of this Public Notice/Noti f Intent with the Department of Environmental Conservation, I have also filed copy of this Public Notice/Notice of Intent with the municipal cl the municip (ies) in ich the discharge(s) will occur. Signature of Applicant or Authorized Representative: Title: Development Manager Print or Type Name: Robert Bouchard Page 1/2 For Department Use On! : VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION AUTHORIZATION TO DISCHARGE A determination has been made that the proposed construction activities qualify for coverage under General Permit 3-9001 (2003). Subject to the conditions of General Permit No. 3-9001 (2003), the applicant is hereby authorized to discharge stormwater runoff from a construction site as described in this Notice of Intent Number Dated at Waterbury, Vermont this day of , 20 Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Wallace McLean, Director Water Quality Division PUBLIC COMMENT Public comments concerning this Notice of Intent to discharge under General Permit No 3-9001 (2003) are invited and must be submitted within 10 days of receipt of this Notice by the Municipal Clerk. Comments should address how the application complies or does not comply with the terms and conditions of General Permit No. 3-9001 (2003). A letter of interest should be filed by those persons who elect not to file comments but who wish to be notified if the comment period is extended or reopened for any reason. All written comments received within the time frame described above will be considered by the Department of Environmental Conservation in its final ruling to grant or deny authorization to discharge under General Permit No. 3-9001 (2003). Any person may, within thirty (30) days of the final decision by the Department of Environmental Conservation to grant or deny authorization to discharge, appeal the ruling to the Vermont Water Resources Board pursuant to 10 V.S.A. Section 1263(b) and 1269. Send written comments to: VT Department of Environmental Conservation Water Quality Division, Stormwater Section 103 South Main Street, Building 10 North Waterbury, VT 05671-0408 Please cite the NOI number in any correspondence. A copy of General Permit No. 3-9001 (2003) may be obtained by calling (802) 241-3770; by visiting the Department at the above address between the hours of 7:45 am and 4:30 pm; or by downloading from the Water Quality Division's Web site at www INFORMATION FOR MUNICIPAL CLERK Title 10 Chapter 47 §1263(b) provides for the public notice of an applicant's intent to discharge stormwater runoff from a construction site. Please post this notice in a conspicuous place for 10 days from the date received. If you have any questions, contact the Water Quality Division of the Department of Environmental Conservation at (802) 241-3771. Please date this below as to when it was posted. Thank you for your assistance. DATE OF POSTING: ORIGINAL TO STATE : ONE COPY TO MUNICIPAL CLERK : ONE COPY FOR APPLICANT Page 2/2 K:\Storm\Construction\Stormwater Permitting=PTorms and Letters\2003 NOI.doc AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC NOTICE NUMBER: 3622-INDS PUBLIC COMMENT PERIOD: June 30, 2004 —July 29, 2004 PERMITTEE INFORMATION PERMITTEE NAME PERMITTEE ADDRESS PERMIT NUMBER PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary Pizzagalli Properties, LLC P.O. Box 2009, South Burlington, VT 05407-2009 3622-INDS EJ01-0291 RECEIVING WATER: Unnamed tributary of Potash Brook EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to Pizzagalli Properties, LLC, for the discharge of stormwater runoff from an office building project located at the Mountain View Business Park, Lot B in South Burlington, Vermont to an unnamed tributary of Potash Brook. The means of treatment include overland flow, grassed swales, and infiltration basins. TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. -2- THER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3770, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) July 29, 2004 to the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. Comments may also be faxed to 802-241- 3287. The permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Any person may, within thirty (30) days after permit issuance or denial, appeal the VANR determination to the Vermont Water Resources Board pursuant to Title 10 V.S.A., Chapter 47, subchapter 1269. Jeffrey Wennberg, Commissioner Department of Environmental Conservation �k l i rr k t State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT Case Number: WW-4-2102 PIN: EJ01-0291 Landowner: Pizzagalli Investment Company Address: 50 Joy Drive South Burlington VT 05403 LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 This project, consisting of constructing a two story office building Park with 100 employees on Lot B referenced in Wastewater System and Potable Water Supply Permit #WW-4-2102 of the Mountain View Business served by municipal water and wastewater services located at 118 Tilley Drive in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, the Department of Labor & Industry — telephone (802) 828-2106 or (802) 879-2300, and local officials Rliff to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Job 03-245, Drawing 1 "Site Plan" dated 1/19/04 last revised 3/29/04; Drawing 5 "Water, Sewer, & Drainage Details" dated 1/19/04 last revised 3/29/04; and Drawing 9 "Technical Specifications" dated 1/19/04 prepared by Donald L. Hamlin Consulting Engineers, Inc. 3. 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. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" 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. 5. All conditions set forth in Permit #WW-4-1698 shall remain in effect except as modified or amended herein. Special attention is made to Condition #9 of Permit #WW-4-1698 for the construction of the sanitary sewer line extension, pump station and force main serving Lots A and B. Condition #9 shall be satisfied prior to the occupancy of the building on Lot A approved by Permit #WW-4-1698 and the building on Lot B approved by this permit. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. Wastewater System and Potable Water Supply Permit W W-4-2102 Pizzagalli Investment Company Page 2 7. By acceptance of this permit, the permittee 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. 8. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY & WASTEWATER DISPOSAL 9. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater 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 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 shall include the water supply system, and wastewater disposal system, water service lines and sanitary sewer lines to each structure. 10. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The project is approved for a maximum of 1,350 gallons of water per day. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 11. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 1,200 gallons of wastewater per day. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Dated at Essex Junction, Vermont on May 25, 2004. Jeffrey Wermberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Donald L. Hamlin Consulting Engineers, Inc. Water Supply Division Department of Labor & Industry CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 19, 2004 Bob Bouchard Pizzaga.11i Properties 50 Joy Drive South Burlington, VT 05403 Re: Minutes Dear Mr. Bouchard: Enclosed, please find a copy of the minutes from the May 4, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Administrative Assistant Encl. T24 --et (.0 DEVELOPMENT REVIEW BOARD 4 MAY 2004 Mr. Boucher then moved to approve Final Plat Application #SD-04-26 of John Larkin subject to the stipulations in the draft motion as amended above. Ms. Quimby seconded. Motion passed unanimously. 6. Public Hearing: Preliminary Plat Application #SD-04-23 and Final Plat Application #SD-04-24 of Pizzagalli Properties, LLC for a 28,000 sq. ft. building consisting of. 1) 21,000 sq. ft. for medical office use, and 2) 7,000 sq. ft. for general office use, 118 Tilley Drive: It was noted that the detention pond encroaches 10 feet into the Class 3 wetland buffer. Mr. Robertson said this is very minimal. The Rec Path will be addressed with the Tilley property to the north and easements will be gotten then. Mr. Bouchard said there is a path built now and they will continue it within the right-of-way to the future adjoining property. He said they can't grant an easement because they don't own that property. Mr. Bouchard said the building will be similar to the existing building but not the same. He committed to building shown in the rendering. Mr. Boucher moved to approve Preliminary Plat Application #SD-04-23 and Final Plat Application #SD-04-24 of Pizzagalli Properties per the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 7. Public Hearing: Final Plat Application #SD-04-25 of A & M Construction Corp., Inc., to amend a previously approved planned unit development consisting of: 1) 3380 sq. ft. of general office use in two buildings at 1035 & 1037 Hinesburg Rd, and 2) construction of a 10,500 sq. ft. general office building at 1045 Hinesburg Rd. The amendment consists of adding handicapped ramps at 1035 and 1037 Hinesburg Rd: Mr. Kelly noted this is an approved project. Labor and Industry have required the handicapped ramps. This adds .6% additional lot coverage, but they are still under the 50% limit (45.5%). Staff had no issues. Mr. Boucher moved to approve Final Plat Application 4SD-04-25 of A & M Construction subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 8. Public Hearing: Final Plat Application #SD-04-21 of Ted Chamberlain to amend a previously approved planned unit development (commercial warehouse complex) consisting of: 1) a 16,000 sq. ft. temperature controlled storage facility, and 2) 35,850 sq. ft. of warehousing, storage, and distribution -5- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: April 28, 2004 \drb\sub\pizzagalli\preliminary_final_mtnview.doc Application received: April 6, 2004 PIZZAGALLI — MOUNTAIN VIEW LOT B PRELIMINARY PLAT APPLICATION #SD-04-23 FINAL PLAT APPLICATION #SD-04-24 Agenda #6 Meeting Date: May 4, 2004 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750-L 136 Pearl Street 3.36 acres Essex Junction. VT 10 and IHO Zoning Districts Location Map F y mar• Subject $:. ... 1 Prope .ro d v 1 , CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzaaalli\Preliminary final mtnview doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary plat and final plat approval to construct a 28,000 square foot building consisting of: 21,000 square feet for medical office use, and 2) 7,000 square feet for general office use , 118 Tilley Drive. The subject property is located in the 10 and IHO Zoning Districts. The Development Review Board reviewed the sketch plan for this project on March 16, 2004 (minutes enclosed). Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on April 6, 2004 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 3.36 acres �l Max. Building Coverage 30% 9.6% Max. Overall Coverage 50% 38.3% Min. Front Setback 50 ft. 135 ft. ♦ Min. Side Setback 35 ft. 24 ft. �l Min. Rear Setback 50 ft. 150 ft. �l zoning compliance ♦ waiver granted pursuant to Section 15.02(A) of the South Burlington Lane Development Regulations 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. Jay Nadeau, Superintendent of the South Burlington Water Department, reviewed the plans and provided comments in a letter dated April 30, 2004 (attached). 1. The plans shall be revised to comply with the requests of the City of South Burlington Water Department, as outlined in the letter from Jay Nadeau dated April 30, 2004, prior to recording of the final plat plans. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagallApreliminary final mtnview doc 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 plans show the proposed connection to the public sewer system. The City Engineer reviewed the plans and provided comments dated April 22, 2004 (attached). 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 grading plan is outlined on sheet 2 of the plans and the erosion control plan is outlined on sheet 3 of the plans. The City Engineer does not have any issues with the proposed grading or erosion control plans. 2. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via an existing 35' wide curb -cut off of Tilley Drive. This curb - cut currently serves the parking to the easterly side of the existing building at 62 Tilley Drive, and it will remain a shared access to the two buildings. According to the ITE, 71h Edition, the proposed project is estimated to generate approximately 84.23 P.M. peak -hour trip ends. Staff used the average rate under Land Use Code 710 (General Office) and the fitted curve equation under Land Use Code 720 (Medical -Dental Office) to calculate the estimated traffic impacts of the proposed project. On April 16, 2002, in the final approval of the two (2) lot subdivision that includes this parcel, the Development Review Board set a 220 vte limit on the total traffic of both properties Minutes enclosed). However, the subject parcel (Lot B) will be served off of Tilley Drive, which is proposed as a public roadway. As such, Lot B is no longer in the Traffic Overlay District — Zone 5. Therefore, the property does not have to comply with the original traffic limitation set forth in the April 16, 2002 Findings of Fact and Decision. Staff feels that 84.23 vtes is an acceptable traffic level for the subject property. 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 plans that the applicant submitted depict the wetlands on the subject property. The only wetland depicted on the plans is a Class III wetland along the southerly property boundary. There are no building encroachments proposed for this project. However, the applicant is proposing a stormwater detention pond on the property, so some grading is taking place in the wetland buffer. Pursuant to Section 12.02(E)(3) of the Land Development Regulations, the Development Review Board may approve this encroachment into the wetland buffer as long as the three(3) criteria outlined in this Section are satisfied. The applicant submitted responses to the criteria, prepared CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\preliminary final mtnview doc by a wetland consultant, for the Development Review Board to use when determining the impacts of the proposed encroachment (attached). 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. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. 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 only open space area proposed on the subject property is the 150' wide buffer designated for the IHO District. This is similar to the open space area designated on the adjacent property, so the 150' wide buffer will exists on both properties, in addition to extending eastward to the adjacent property. 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 Chief reviewed the plans and provided comments in a letter dated April 28, 2004 (attached). 3. The plans shall be revised to comply with the requests of the South Burlington Fire Chief, as outlined in his letter dated April 28, 2004, prior to recording of the final plat 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 South Burlington Recreation Path Committee reviewed the sketch plans for the proposed project at its meeting on Monday March 1, 2004. They requested that a recreation path easement be provided along Tilley Drive, connecting Hinesburg Road to the property to the east (currently under review for a 5-lot subdivision). This issue was discussed during the sketch plan review of this project. The ideal location for this recreation easement is along the northerly side of Tilley Drive, which the applicant does not own. Therefore, the Development Review Board will address this issue when the property owner to the north comes in for approval. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Again, the South Burlington Recreation Path Committee reviewed the sketch plans for the proposed project at its meeting on Monday March 1, 2004. The City Engineer reviewed the plans and provided comments dated April 22, 2004. 4. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Dizzaaalli\Dreliminary final mtnview.doc Staff feels the proposed subdivision 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. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will require 130 parking spaces, including 5 handicapped -accessible parking spaces. The plans depict 130 parking spaces, including 5 handicapped -accessible parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking areas are located to the front and side of the proposed building. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 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 will be presenting architectural details to the Development Review Board at the meeting. 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 will be presenting architectural details to the Development Review Board at the meeting. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb_\\sub\pizzagalli\preliminary final mtnview.doc 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. The property to the east of the subject property is most likely going to be developed as office use. During the sketch plan review of this project, the Development Review Board had discussions with the applicant regarding the possibility of providing an access easement connecting the two properties. The applicant questioned the easement because of the Class II wetlands any access would have to cross to get from one building to the other. Staff agrees that the site conditions may make the utilization of this access easement unrealistic, and therefore does not suggest the Development Review Board require it. 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 show a proposed dumpster, adequately screened, in the southwesterly comer of the proposed parking lot. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans show adequate snow storage areas for the subject property along the easterly and southerly boundaries of the proposed parking lot. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations. The applicant has stated that the building costs of the proposed project will be $1,610,000, which would require a minimum of $23,600 worth of landscaping. The landscape plan and landscape budget were prepared by a landscape architect. The applicant has submitted a landscape plan and budget that indicates $29,595 worth of landscaping will be planted. The proposed parking area contains more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The landscaping plans of sheet L1.0 of the plans show proposed landscaping on the interior of the proposed parking area. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\preliminary final mtnview doc The City Arborist reviewed the plans and provided comments in a letter dated April 28, 2004 (attached). 5. The applicant shall comply with the requests of the City Arborists, as outlined in his comments dated April 28, 2004. Lighting The applicant submitted a lighting point by point plan on sheet 7 of the plans. Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. The lighting plan indicates that the average illumination at ground level is 1.63 foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. The lighting point plan submitted by the applicant shows the spillage points which are in compliance with the criteria. The location of the lights depicted in the lighting plan meet the requirements of Section 13.07(B)(8) of the Land Development Regulations. RECOMMENDATION Staff recommends that the Development Review Board approve Preliminary Plat Application #SD- 04-23 and Final Plat Application #SD-04-24, conditional upon the numbered items in the "Comments" Section of this report being addressed by the applicant. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Robert Bouchard, applicant April 30,2004 Donald L. Hamlin Consulting Engineers, Inc. 136 Pearl St Essex Junction, VT 05452 RE: Mountain View Business Park, Lot B South Burlington The South Burlington Water Department has reviewed the plans and details, last revised for the above referenced project. Please find my comments below and refer also to my water allocation letter dated February 18, 2004. 1. Please complete the attached Application for Water Allocation and return it to the South Burlington Water Department as soon as possible. As ygur project continues, the Application for Water Allocation will need final approval, which will be contingent upon construction of additional water storage volume serving this section of the City. The bond vote has recently passed, final engineering is underway, and the estimated on line date for the new tank is September 2004. 2. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho, henceforth the "CWD Spec." Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 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 System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. The South Burlington Water Department ordinance states "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City." As such all water lines within this project area (lots A and B) are considered private. Additionally, each fire hydrant shall be considered private and subject to the $100 per hydrant annual fee as required by the City of South Burlington Water Ordinance. 5. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 6. Further changes may be required as this project proceeds through the permit process. This department shall be notified of any changes to this project with revised, updated hard copy plans sent directly to us for further review. 7. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 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. Brain Robertson Plan review: Mtn View Dr- Pizzagali property Lot B, revised Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 846-4io6 — phone 846-4101— fax MOUNTAIN VIEW BUSINESS PARK Hinesburg Road 04-22-04 1. Site plans prepared by Hamlin Consulting Engineers dated February 2004 are acceptable. South iurlington ire De arLnent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S, Brent, Fire Chief April 28, 2004 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Business Park — Building #2 Lot B Dear Juli: I have reviewed the plans for the proposed construction of the Mountainview Business Park Lot B development on Hinesburg Road. I have also made a site visit to try to envision the siting of this project. Given that, at this time I have the following requests and recommendations: 1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Labor and Industry Fire Prevention Division. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator location to be specified by SBFD. 5. Provide an emergency key box, location to be specified by SBFD. 6. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. 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 by myself or with the assistance of the developer and Labor and Industry. Should you need any further assistance on this project please feel free to contact me. Si ely, �)rv�' Douglas S. Brent Fire Chief Landscape Review 4/28/04 Mountain View Business Park Pizzagali Properties Landscape Design: SE Group • The overall species selection is good, however, I would recommend using Red Maple only if soil tests indicate an acidic soil. Soil pH in this area of the city is often slightly alkaline, and Red Maple will suffer manganese deficiencies under those conditions • If a minimum branch height is specified on street and parking lot trees, a live crown ratio of at least 50-60% should also be specified • Tree Planting Details look good, but wire in rubber hose sleeves should not be used as guys. Soft woven webbing such as Arbortie or Tree Saver staking systems are preferred • Regardless of staking system used, stakes and guys shall be removed after 1 year 04/02/2004 13:27 802480E -)2 WDCOUNTRYMAN PAGE 02 WM. D. COUNTRYMAN Environmental Assessment and Plannhgg $68 Winch Hill Road Norlhfield, Vermont 05663 (802) 485-8421 wdcenv@together.aet Z April 2004 Robert Bouchard Pizzagalli Properties LLC 50 Joy Drive So. Burlington, VT 05403 Subject. Mountain View Business Park wetlands Dear Mr. Bouchard, I have reviewed the site plans for the Mountain View Business Park and offer the following comments on the wetlands at the site and their relationship to provisions of Section 12.02 E(3) of the South Burlington Zoning Regulations_ I understand that encroachments proposed at this site are limited to construction of a storrnwater treatment facility in the edge of the 50-foot buffer zone of a Class Three wetland. 12.02 E(3)(a) The Class Three wetland on the southern edge of Lot B is essentially a wide section of the drainage swale beside the northbound lanes of Interstate 89. My analysis indicates that this wetland, being part of a drainageway beside the highway, is necessarily designed not to store floodwater. Furthermore, the Swale is generously designed to carry greater flows than are likely to be generated in the drainage area served: essentially about 3 acres including the left northbound lane east of the Route 116 bridge and a narrow strip of land along the southern margin of the business park. 12.02 E(3)(b) Topographically, the Class Two wetland beside the Interstate is sepvated from the area proposed for the stormwater treatment facility by a low ridge. Because the existing and proposed outlets are separate, there is no relationship between the facility and the wetland, and there will be no adverse impact on the ability of the proposed treatment system to reduce sedimentation according to state standards. 12.02 E(3)(c) The Class Three wetland at issue has been shown to serve only two functions. First, it protects surface and groundwater quality by removing sediment and chemicals (runoff from the Interstate). Second, because it is completely vegetated, it prevents erosion through stabilizing and binding the soil in areas subject to erosive forces. Neither function will be affected by the proposed project, and no mitigation is necessary or proposed. Sincerely, Errol C. Bri s ECB/s NOTE5: OPCKRMtt ON lDr B IS DAS[O ON TOrOGRAInIL DURVLY9 RRfOItAQD IN xrrEMxR- 200! NID O[RMBCR 2009 DY DONUD L. nPMUN CON5IJLTING CNGINCCRD. 2. IX19TNG RATUR[5 ON LOT AARP DA9[D d(a rtN! CNfIf1IO 1AdJNTNN NEW DU91NC9! rARr, 311[ DCNCHM—[UYATgN WAS DDTNN[D — ER[O NJERNOC R.C.. dIRUNGTON. V[RMONT RU55ELL TILLEY NIF y ' y [DOTING b WAT[IIIJNC ODDTDIG n•ra�.� j,a+�r'� \ `m �. / MAl{1. 11p IXDTNti \ / JPO / *t AVCAMi. CURD ) \ // \ NDN CpIC. 9TNPD, 1 Da oerAR 4 1. �;1, 1 EEPf CD DU(LDIN6 AZZAGALU PROPER�II- U.0 tJTN. VIEW BUSINEB9 PARK, \ `\ (5TREET i 1 18). T.SS ACR95 WF \ 1 N[W 1211: ll r�hvAyy i �3iA i—, �• —� ^'.'''�_'•` S✓ 1 / I �� ID•z 1/vl 1 I CONIOD,A m. o DRAQ PIZZAGALU PROPERTIES, LLC eroTIW DroRMWArzR !7 MTN. VIEW BUSINESS PARK, --A � LOT A (STREET i62), 4.52 ACRES 1 N/F i � J NORrn 5TATE Of VERMONT - INTER5TATE 59— 30 0 _ _ 30 60 90 S � Tvw9r� I TILLEY FAMILY LIMITED PARTNER51-11P \ WF \\ \\ \ ID111C8110CD \ I \ 1 I \ ` \� \� R) • INDUDTNu. Or[1J xACE J---\ -"'r m. ea+xlev,.nDN . oreN xeee PROJECT INFORMATION -LOT B Ro 41sw (SFl uJOMD LOT lIZ[ 146,20I l m.o [OIUJING COJDNGC 14.— 9.G ARNNG . ptM LOVCRK.0 .320 2o.2 A11C CLNOtAGC O.! Tofu COJ[RMC 56.01 I lD.3 >O.O LLn T xTDAR 91Z[ 12.010 24.1 1OD 1RLMf YARD CWCRAGC 2.903 90.0 IONING pIDTRILfI JNDUDTRIu♦ORW DrACL DYLCNTLY RCWRD ROIA MOQ9 N(OWT(Uu. CDMM[PLINJ rARNNG DTATIDTIC�' RCpJIRCD� 112 NALq (14.OD0 Dr � 2 9TORIO • I YAL[ Mf 230 9R GRN newmeD, Ilo DrA¢D 5EWER DRAINAGE INFORMATION INFORMATION RJM 9MIVBI NCW —5 C 3�2.30 6 C �. I� .3D Ib INv.-l69.06 -364 20 NCW CDID2 �b INv0.21 3G3.) i Nn: mIe! Rle Irlrv6e I lC4.Do Nnv uwN DRNN.I I2 wv. I Inso NN DMNIDI M-3,2 W N2' b NV-lL4.2! CITY OF SOUTH BURLINGTO1 DEPARTMENT OF PLANNING dui ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 30, 2004 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 118 Tilley Drive Dear Mr. Bouchard: 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, May 4, 2004 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 7, 2004 Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Preliminary Plat Application #SD-04-23 and Final Plat Application #SD-04-24 Dear Mr. Bouchard: 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 May 4, 2004 (effective 4/7/04). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 90 days (must be submitted by 8/5/04) of this approval or this approval is null and void. If you have any questions, please contact me. Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT Off' PLAiNNETG & ZONEi TG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 12, 2004 Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Tilley Drive Dear Mr. Bouchard: 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, March 16, 2004 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, f Rayln(IrJ. Belair ( Administrative Officer Encl. New Page 1 Rk- -EIVED Page 1 of 8 APR 0 6 Zuu4 City of So. Burlington Permit Number SD- o-- 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 #) Pizzagalli Investment Company - successor by merger to Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Phone: 802-658-4100 Fax: 802-651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Phone: 802-658-4100 Fax: 802-651-1307 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard -Development Manager 50 Joy Drive, South Burlington, VT 05403 Phone: 802-658-4100 Fax: 802-651-1307 5) PROJECT STREET ADDRESS 118 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) Formerly 0860-00750.L http://sburl.com/docs/prelimplat.html 04/02/04 New Page 1 ) Page 2 of 8 7) DETAILED 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) Commercial office building. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed - 28,000 Gruare feet. No existing buildings presently on site. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed height of building is 28'. Two (2) floors. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Estimated number of employees: 100. Number of company vehicles is unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) This proposed building is the second building in a two lot commercial subdivision called Mountain View Business Park. Please note: Pizzagalli is requesting t at 21,000 s.f. office spac Aedicated to Medical Office use and 7,000 s. . or space 5e ded1cated to General Uttice use. Totaling -TM required parking spaces. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None http://sburl.com/does/prelimplat.html 04/02/04 New Page 1 Page 3 of 8 4 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes. noted on site elan. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? Yes, a stormwater detention pond, encroaches approx. 15' into an identified Class III wetland buffer. 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. Please see site plan enclosed. 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). Enclosed. 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 3.36 Acres b) Building Coverage: Existing 0 square feet 0 % Proposed 14,000 square feet 9.6 % c) Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 56,683 square feet 38.8 % d) Front Yard Coverage(s) (commercial projects only): Existing 0 square feet 0 % Proposed 2,905 square feet 24.1 % http://sburl.com/docs/prelimplat.html 04/02/04 New Page 1 Page 4 of 8 10) 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 Sideyard setback - granted by DRB. 130 Parking spaces - granted by DRB. 11) COST ESTIMATES a) Building (including interior renovations) $ 1,610,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 23,600 c) Other site improvements (please list with cost) Parking lot with 130 spaces $193,000 Stormwater pond and system $120,000 Site lighting $ 55,000 Water & sewer lines $ 5,000 Pedestal entrance sign $ 5,000 12) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) Please see trip generation sheet enclosed. b) A.M. Peak hour for entire property (in and out) Please see trip generation sheet enclosed. c) P.M. Peak hour for entire property (In and out) Please see trip generation sheet enclosed. 13) PEAK HOURS OF OPERATION 8:00a.m. - 5:00 p.m. 14) PEAK DAYS OF OPERATION Monday - Friday http://sburl.com/docs/preiiiiiplat.htii-ii 04/02/04 New Page 1 \ \ Page 5 of 8 15) ESTIMATED PROJECT COMPLETION DATE 12/31/04 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 (I I " 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: AId http://sburl.com/docs/prelimplat.html 04/02/04 New Page 1 I Page 6 of 8 I have reviewed this preliminary plat application and find it to be: T",9'omplete ❑ Incomplete Director of Planning & Zoning or Designee Date http://sburl.com/docs/prelimplat.html 04/02/04 Permit Number SD Page 1 of 7 R` rEIVED APR b [19t14 City of So. Burlington Permit Number SD- 6 i` - CITY OF SOUTH BURLINGTON 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 #) Pizzagalli Investment Company - successor by merger to Pizzagalli Properties, LLC. 50 Joy Drive, South Burlington, VT 05403 Phone: 802-658-4100 Fax: 802-651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Phone: 802-658-4100 Fax: 802-651-1307 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard, Development Manaeer 50 Joy Drive, South Burlington, VT 05403 Phone: 658-4100 Fax: 651-1307 5) PROJECT STREET ADDRESS 118 Tilley Drive http://sburl.com/docs/finalplat.html 04/02/04 Permit Number SD Page 2 of 7 6) TAX PARCEL 11) 4 (can be obtained at Assessor's Office) Formerly 0860-00750 . L 7) DETAILED 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) Commercial office building 28,000 square feet c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed 28,000 square feet. No existing building presently on site. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed height of building is 28' . Two (2) floors. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Estimated employees - 100. Number of company vehicles: unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) This proposed building is the second building in a two lot commercial subdivision called Mountain View Business Park. Please note: Pizzagalli is requesting that 21,000 s.f. of space be dedicated to Medical Office use and 7,000 s.f. of space be dedicated to General office use. Totaling 130 required parking spaces. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. http://sburl.com/docs/finalplat.html 04/02/04 Permit Number SD \ Page 3 of 7 1 J 8) WETLAND INFORMATION a) Are there any wetlands (Class I, Il, or III) on the subject property? Yes, noted on site plan. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? Yes, a stormwater detention pond encroaches approx. 15' into an identified Class III wetland buffer. 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. Please see site plan enclosed. 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). Enclosed. 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 3.36 Acres b) Building Coverage: Existing 0 square feet 0 % Proposed 14,000 square feet 9.6 % c) Overall Coverage (building, parking, outside storage, etc): Existing 0 Proposed 56,683 square feet 0 % square feet 38.8 % d) Front Yard Coverage(s) (commercial projects only): Existing 0 Proposed 2,905 10) WAIVERS REQUESTED square feet 0 % square feet 24.1 % http://sburi.com/does/Finalplat.litml 04/02/04 Permit Number SD I) Page 4 of 7 a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking Side yard setback - granted. Parking spaces - granted. 11) COST ESTIMATES a) Building (including interior renovations) $ 1,610,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 23,600 c) Other site improvements (please list with cost) Parking lot with 130 spaces $193 , 000 . Stormwater rentention pond & system $120,000. Site lighting $55,000. Water & Sewer lines $50,000, Pedestal entrance sign $5,000. 12) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) Please see trip generation sheet enclosed. b) A.M. Peak hour for entire property (in and out) Please see trip generation sheet enclosed. c) P.M. Peak hour for entire property (In and out) Please see trip generation sheet enclosed. 13) PEAK HOURS OF OPERATION 8:00a.m. - 5:00p.m. 14) PEAK DAYS OF OPERATION Monday - Friday 15) ESTIMATED PROJECT COMPLETION DATE 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular http://sburl.com/docs/finalplat.html 04/02/04 Permit Number SD I \ ) Page S of 7 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: (AA �1 I have reviewed this plat application and find it to be: Complete El Incomplete http://sburl.com/docs/1 inalplat.litm1 04/02/04 Permit Number SD c Director of Planning & Zoning or Designee EXHIBIT A ) Y10,11b K Date Page 6 of 7 The following information must be shown on the plans. Please submit five 5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. ,e'Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). ,,d Name, license number, seal, and contact number of licensed land surveyor & date prepared. ,er'Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) ,e'O'Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names). Five foot contours (existing and finished). ,46'Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, 'paths, easements, parks, and other public opens spaces. ,Dumerical and graphical scale, date last revised, and north arrow. etails of proposed connection with existing water supply or alternative water supply. Details of proposed connection with the existing sanitary sewage disposal system or adequate ,rovisions for on -site disposal of septic wastes. Details of storm water facilities in the form of a drainage plan. ,e'Details of all proposed bridges or culverts. Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. A'A list of waivers desired (if any). ?A dgvlr'cwt,6. ADevelopment timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria in 15.18 of the Land Development Regulations. ,e-1"Proposed landscaping schedule (number, variety and size). ,o'Location of abutting properties, fire hydrants, existing buildings, existing landscaping ,e� umber & location of parking spaces (see Section 13.01 of the Land Development Regulations). ,erNumber & location of handicapped spaces (see Section 13.01(I) of the Land Development Regulations). ,ertot coverage information: Building coverage, overall coverage, front yard coverage(s), and total lot size. ,exterior lighting details (cut sheets). All lights should be downcasting and shielded. ,� umpster locations (dumpsters must be screened) Bicycle rack as required under Section 13.01(G)(5) of the Land Development Regulations. o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats http://sburl.com/docs/finalplat.html 04/02/04 NOTES: I. TOrOGRMW Al IDT D D Nam W TOrOGRARIO 3URVM rQIORM[D IN 3DfCMEtR. 2009 AND OCCO4aOt 2000 M DOMAtD L NAA31N LOttlULTnIG p1GIISLltS. 2. IX13TNG ITUTURp 01112YT A ARG DA5® ON A rL,w ENIITIlD T1011NTAIN NEw WSINW rARIc, rA(E PIAM, WT RNI9m OM9OA9, rRPARED DY DONALD L NAMUN CON9U - eNGIN- 9.EIEVATIONS ARE DA9o7 ON U9.G.S. DATUM TAKEN rI pA A DENO 1— AT TIK NORTNWOT OY RR Or MC Nd' I —ND —ON[ PROreRTY IOCATm AOtO331NIDL9TATE D9 FRL`IA TNe TLIL! rROrOCM. DENGMMNtK 6EVATION WA9 ODTAINm PROM rRm rooWDL r.[., WRUNGTp1, VGRANNR. Ru55rLL TILLEY WF IX19TING C IXI9TNG 3' IORm.M E99TNG D' 51—It M IN _ _10 .4610 o� \ PROJECT INFORMATION -LOT B Aun �n RL TOTAL TA A HIDWLD lDT SIZE 146,201 100.0 DUWING COVERAGE 14,000 S.C. 40.0 rA NG 4 DRIVE COVERAGE 41,166 26.2 SIDM'ALK COVERAGE 1,517 1.0 TOTAL COVERAGE 56.6a5 3a.a 70.0 TILLEY DRIVE O Y 51 T K 912E 12,040 100.0 rRONTYARO COVERAGE 2,905 24.1 30.0 ZONING D15TRICT: INDUSTRIAL 4 OPEN 5PA (RECENTLY R I9 D PROM MUTD INDUSTRIAL ♦ COMMERCIAU rM NG 5TAT15TIC5 R IRED, 1 12 5FACES (14.000 5r. 2 9TORIM . I SP MR r ,DEO, ISO SIA4E5 250 SF GrI C63TNIG Al2nUARY Fy � \ Dl9lawme MwATOIt ^ \ \ \ \ 009TING hJ O(pTNG NryR STUD \ \ \ \ 5EWER DRAINAGE INFORMATION INFORMATION IROFCSW /� FM NEW/WATat SDIVIQ pL\pLK \ / TO OaSTING wA�TIX SQv�Or \ LW q ICY NG : a�s: \ I '\ RIM-37_2.301 WM-9CD7r4..56 V IW. IN-364.90 la' II-SC7.97 6• IW. 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TYPICAL PAVEMENT MATCHING DETAIL NIS I/Y' RAOIW rmLSX GRAD[ T RMAL 'P 92 O[FNL TYPICAL CONCRETE CURB TAPER DETAIL N15 rR-4YBATHENID OAF OR MRAL FeNLt rCAST 9BC ON Y BCCFIOIN W ❑ ❑ TOP VIEW OF JOINING FENCC 5ECTION5 IJIS -WGM[RID OAT.OR METAL TIC[ P09T 91TOr VIDN DIRECTION Of ATTAC=CT' C" JOINING S[GT1P 01q TTTICIL Or19lCC roMrAcr 90R $ecnoN yr 5rcnoN'r DACFFILL 5IDE VIEW " ---- -I-------- MIRM ENVIRdCNLL OR APPROKD COOK TYPICAL TEMPORARY EROSION CONTROL FENCE NT5 n MIFA 96ee M.- TYR $TON[ FlLL TYr[ I STONE HLL CH[G%DAM CHECK DAM .. —^— :i"!l DOTIOMb�DrtGHm"y15 Ga LS Dt� SECTION A -A SECTION 6-6 415 NTS TYPICAL GRA55 LINED DITCH WITH STONE CHECK DAMS NIB TYPICAL STONE SLOPE PROTECTION DETAIL wr$ x X X 20'X X � X X X E In 3.8 STAPLES PER SO YD NORTH {I NORRA rnxRmu. IxRw..n++ AMERICAN uv+em-TN-mw coMM+-we-w-x.o GREEN CHANNEL INSTALLATION xOIE V. INOwAt TOA SPA^. NC SIN) TOE— LRrt CAL vdw6 ECESSNH' TU ILlOw SiMY6 iO SECURE THE A ON£RM05 AND SEWS RI CRIDCAL FWMS 4LONG 1HE LHNMR 6URFACE. P kCTED WATER UNE CORGENERAL STMIE vA1TERx WIDE MR V 5E A5 RECT STALE RECDMNENMT 4!S FOR —NBS A I. PREPARE SOIL BEFORE INSTALUNG BLANKER. INCLUDING APPLCATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 8" DEEP X 5" WIDE TRENCH. BACKnUL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER ROW ON BOTTOM OF CHANNEL 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 5" OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2" FOR C350 MATTING). ]. IN HIGH ROW CHANNEL APPUCATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKnLL AND COMPACT THE TRENCH AFTER STAPLING. CHANNEL PROTECTION BLANKET DETAIL MT5 SLOPE INSTALLATION 71. PRODUCT SPECIFICATION NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL ''�f 5A Fig` 3A STAPLE PATTERN GUIDE 0 NORTH AMERICAN GREEN RECEIVED VED A' t.! �4 City Of SO. 12 STAPLES PER SO YD 194�{9 1HIGHWAY Al NORM, EV��NSV . ttwW1A {Till u-elw-n2-2ow -Iwo-4a5-tow NOTE: REFER TO GENERAL STAPLE PATTERN GUIDE FOR STAPLE PATTERN RECOMMENDATIONS FOR SLOPE 1. PREPARE SOIL BEFORE INSTALLING BLANNETS. INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACK ILL AND COMPACT THE TRENCH AFTER STAPUNG. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) 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SAND OR M M1R KDgNfi DULTIL[ IRON WATIXIJN G rALRD TO EV TO CDMA OCNSNY a 99R Or m[ MAXIMUM DRY DCN9DY WING rn[ STANDARD PROCTOR TYPICAL TRENCH DETAIL, DUCTILE IRON WATERLINE NT9 10 MINIMUTA y SVMATON DI9TANL[ y 3 �Tj1i GENTER ONE L[NGM OF me OVER SEWER WATCR a- I�C/nMI iIMUM 9RV gSTANL[ R PARALLEL INSTALLATION CROSSINGS WATER - SEWER SEPARATION NOTES 5[WCR9 9N Ci WD Ar LWT TM — Iga2pNTALLY RAM ANY CCSTNG OR r-13 ARR MNN. mC DUTNICE SNALL K MG911 1[RUNC RCD [OG[ Or PIR TO [DG[ Or M1K. Wn[RC IMPRACTICAL DUC ro ICDG[, DWIDCL9, OR ORI[R UNWUK CONDRION3. TO MNMNN TCN roor MOROONTK 9C'ARATION e[rWrEN 9CWC[ AND WATR UNtl. rn[ WATHL UN[ Y eE IN A 9�ARATC TRCNLN OR ON AN UNg9TURCCD CAI[TH Cr IN me 3CWSRTRENCn PRWIDCD MAT mC DORIXN Or rnf WATR UNC U AT ILVT I D INLNB ADOVC T12 rOr Or me SNIOI. wre NE IMro99idE oR IMrRArnLx ro MNNraN I e INCnB veRNul xrARATwN, me sewDL uue 9nru a mR9TRJIcrrn ro NORMAL W STANDARDS AND PRl59UR TtlTCO ro SO r91 ITN I S MINLRB raoR TO DPCXM1WNG. NO IIURAGE 9NNL SC ALLOW[0 roRrnU T[st. CROSSING 3MG�4ZR0591NG WATCt AWNS SMNL Y WD xNurn TNC WATCR MNN WITN AT MAST I D INLNtl VCRTICK QLARNVL[ DCM2Ci me lOP OC' rn[ 9CMR MID rn[ DOrTOM M 1N[ WATCR MNN. R 191Mrp991CLL ro MNMNN TNC 1 e INLNB VERTILK 9RARATION OR W)f[R rn[ 9CNQ MUST DC WD ADOVC mC A1LR MNN: I) rn[ CROSSING SNNL K ARRMY.CD SD TWAT OHC FULL IAlGTN CM SN2R b LCNTDtm PDOVC OR a 5T rnC Wapt A IINJ 19MSRJgHf9r FART ro M 5FE ROAI w Cr IIM91 2) TNC 3CWCL me MUSE LE L 15. UCRD ro WAFER MNN STANDAR09 FOR A MI oN D Eo To W 2D WN [RNCR SIDC Or MC CPA931NG OR A T Eo W rnRR' so m oI,, 1 WNX:n[V[R U GRUICIU 3) mE 9KTION CON3IRUCTCD To WATCT MNN STANDARE AY19T K rRe3sUrc Tt91CD TO MN 14) SO r31 Pol[ I S MINo WTtIOUT IEMAGC PRIORTE DALRIIW 5UrNID ONC rO M ADOVCED M1r[ ro ASSUR WATCgILMNB314)NN[R[WATCf MNN CROSSES uND[R A seWne ADCGYJATe sTweruRK eurroRr 3nALL a nAvloeD roR me 9[Wne To rREveNr DAMAce ro me wAT[R MaN. TYPICAL WATER - 5EWER 5EPARATION REQUIREMENTS Ntl rIN19N 6RIDC UNCGIIARD III DCT[LTAeIC UNOCRGRAUND MARNNG TAR ORArPROV[D [WAL, C[MCRtD OV[R mC nR. DURY �' - 6. OCLOW nNUn GRAGC 9tILLT CIC �I WNn 3TONtl NO IAR TUN , No n CONFAB ININ 2' Ur19 TO A D[Ns1tY Or 9• U DUM[RR LOMIACt IN 1 C UPB ro A pCN9DY Q 93R - B ` 95% Or m[ MIMUM DRY' DCN91tt USING m rnC MACMUA DRY DDISItt WING mC STANDARD PROCTOR mC STANDARD PROCTOR TBT, ACCORDING TO A3iM D69e Ttlr. AAmnvlNc ro A9TM Dc9e DACRHLL ADOVG INSULATON 9'. so CDRUD[D roL1sTYRCN[ rf INEUATON. W[1N0 UYCIC9. W Toa ruceD �wRenlur TA AVOID IN9UUTNJN DAMAGC mleK wTln JOINn 9rACGCRCD. WN[RN[R CALLED roR IN rnC RM 1 . roR Alcw cAwrY�roRTN9ulAn TYPICAL TRENCH DETAIL, PVC GRAVITY SEWER NT5 IEa:RON IAzcc ALL rrE LONNCLTOIU To MMn01E sl Wl m 300RD AND WATCR _ SANITARY SEWER MANHOLE DETAIL NTs 9DR 93 PVC M1R Y1' R[DAR MARKCR 9R JWT e[1DW' M1NI9n GRADC TO aJAw LOCATION WRn rVC MUTCDIGNT RC.AOVADLC CAP rIIIN INICINAL mRdDD IS• SDR 9• rve elnon _ rCRNLO LONNCCTOR TYPICAL SEWER CLEANOUT DETAIL NT9 ARI ALA ARI 4• TOr9gL - PAerluze, uMe, s¢o. A Mu�'�irn RECEIVED bl(n:V) NOTESI ALEFAIVNL TO eG I 2B MM. 1' IN rnOROUGNLY COMPALTCD IN C Urn TO A Dvusiv Or es%or IMUMORY MAN I f/ I IN TYKISTOM MIL, I4oN ax srrAnoL.w AN J$ING DCN9Trr WING me STANDARD � I eernoallE rn3wc H�+K 6 APR0 ZW4 M. OR T TO MCTnOD h AfLORDIN6 TO A9TM D69D. DDg1B ro M'T. UN[D IP A' WRLGP.ADlD ALL M1FE LONNCLNON5 sty 4• I s— DILS[D9 S% DANR RUN GRAVEL K DOORD ANO WATCRIGnT. I 4• TYPICAL STONE LINED DITCH City of So- _~• PRCLA9TRCNrDRC[DCONLRCC N3 Burlington Dh91N OR AN APPROVED COUPE (4.000 r91 CONLREiq (4. UNDIETUIDJPD 501L ORrnOROUGIItr COMIAL}[D GRAVR TYPICAL LAWN DRAIN DETAIL N,3 vA,utl. DRa-1 nFE W1Tn CND —N 12• TYPE 19TON[ FlLL VAOT 9PCC nW.06 ie' TYR 13ttJNf ALL MIRAPI I90N VAOT SRC n0A.06 GCOIDDIIC rAdUL TYPICAL STONE PAD DETAIL No. 720AL TYPICAL WET POND CRO55 5ECTION OUTLET DETAIL. 5ECTION A -A RECEIVE[ APR 0 6 2W4 ;fir of So. Budingtc. RETENTION POND OUTLET 51TE PLAN I° = 20' AL ��nnu�a L may.. z r 0 z5 BARN LI �N UNDERGROUND PIPING 9Y91CM9 AND WASTE SY9TGM STRUCTURE. I I LIGHTING STATISTICS \ PARKING AND WALKWAYS MAXIMUM 7.71 fc MINIMUM = 0.20 fc AVERAGE 1.G3 / UNIPOR1A RATIO - 8. 15: 1 1* �• NEW POLE MOUNTED LIGHT - RUUD ,HM 1 75W METALL HALIDE. I & MOUNTIINGHEIGHT •'/ NEW BUILDING MOUNTED LIGHT - RUUD E5407-D 70W, METAL HALIDE, I O' MOUNTING HEIGHT F%A W \ 0. 0.00 00 F� � O.00�DB 0.` 0.00 0.00 0.00 00 0, W 0.01 ` .01 0.01 0\,v 0.01 0. 0.01 0.01 A 06 0.00 0.01 .. .02 OV 0.02 0,02 003 0.D2 0.04 0` 0.02 0.01 0.01 0. aOO F / , col 0.01 0.02 0.04 0.01 0,10 0:09 o:os 0.10 0.23 0.20 0.3 0.�A6-1'02 0.01 .00 D:oo 000 F14 s �n n' 0 �� tt .01 0.01 0.02 O.a3 0.10 046 0 2 0.1 `, 0.4 0.z7 0.# . 3 ' 0.11 0:11 0.02 0.00 0.00 44 01WQ2 0.02 0,03 0.03 0.03 0.04 0.05 0.10 0` .%M .� O. 0.�7 L{#9 b .9 0.27 OA6 0.0 01 0` { 2 002 0,03 0.04 0*11 0.32 A 0.14 ` 0. 0. .1 . 24 1. 0. /Y 0..17 D.9I 1.t57 .{� 3. 225 :8 0.19 0.02 1 0. 0.00 ,7 FM '0.03 A OD4 0.04 0.07 0.24 0.99 4 b f49 0. 1.l�4 2�{{01 1.17 1.455 0..16 OU 0.�4 1.17 th 1.16 0..1 0.22 II0 0'0 001 .00 0 0.08 00099 0.08 {{-� 0.. 3 S. .1 0. 0. 0.55 D.4/D L{09 L31 IA9 0.1'2 01 . 0.60 . 1.A7 Il 0.. A 18 0.07 do 0.01 `1 / .25 D.96 0.22 [2 2A.5 2.44E 1.13 1..14 A 1.W 1.01 A 011 O.fl43 0. 0.92 1` r 1..119 0.{n 0.01 0.59 0.08 0.04 02 0. 0.01 k- 0. O.{r7-W 0.. 7 0. 1.17 2.� 2..t4 03 1.64 I.f/4 9 .17 0.43 f18 O.ZS 0.{35 27 6. O.W ON 0. 0.21 0.10 0. 0.01 0101 / . 4 1. 94 0. ^ \22 1`4 02 0{17 0'12 1.f18 1.}100 1.�4 Al 1. 1. 2 2. 1. 0.A9 01Y0 . 3 3. 1.17 115 1. 24 0.45 0.05\ 02 .86 1.fL6 1 W .W .�7 1.0 L 0. D. 0. 1. ®t .4J 1. 0.97 0.08 €2^2 - 1. 2 2 2 3.95 3 0.3 SS 64 0.17 1.65 1.30 0.39 0.53 I. 1. 0.32 0.20 0.41 0A °0.23 0.16 0. 1.. 0 0.. 6 0.3 �,19 0.44 2 1.88 0.95 0,22 0,08 0.05 0.04 .OS 0:06 U, 26 1. 1.12 0.144 08 06 1 11;oB 0,08 oi3 0.30 0.31 0..10 0.04 0.02 0.02 0.` 0.02 oAs o56 4. 2 1.15 A 19 0.03 0.03 0.03 0.03 0.03 0.02 N.` 0.01 0.0 3 1.79 5. 2. 2 . 0. 0.03 �02 0.01 0.01 0.01 0.01 0. I..{3 1..1}1+ 3 .97 0.07 0.` 0:01 / 019 0. .81 1.09 1.41 \I7 0.0 0.01 18 27 0. .94 0.1 0.02:01 0. I 0. 3 0.10 0.03 M\ 0.9 0. i o:oe oa Al a:D 0. 0.02�\0.01 Iq 1.4 0.1 00310 1 0` 2.6E 0.32 .D4 O.U\\i 0.` 53 .66 5 .10 0, 0.01,\0.00 0. 4 2. 0.02 .00 O i� 0. .13 .55 0.01 ` O+OQ 0.00 .08 Or9 a \ . W A 0.00'100 0,28 0.11 0.10 06 0.00 0 D. 1,72 3.01 0.50 0.19 0.10 06 0.20 0.00 0.00 0.00 ` 0.00 0.00 0,08 0.16 0.37 035 066 0,40 016 0.08 0,04 0.04 0,05 F, oAo 0.00 0,00 0.01 01 ,O.M A0.09 0,10 Oil 0.11 0.06 D04 0.04 0.03 0.02 0.02 DAO 0.01 o.0.03o1\D.02 OA4 0.04 0.04 0.04 0.02 0.01 0:01 0:01 0.02 0.01 0.01 OAO A A 0.01 0.02 � 1. D. 7 0. 2 1.37 1.9E 50,90 014 0.0 0.01 .01 0. 2 113 1..10 . 5 A .81 0.40 0.o2 :01 0. 1 . 7 . 8 0.5E 117 0. 0.1 0:09 0.03 � 1 0* O:DO o. D. S9 0.{{18 0..} 0.� 0.07 003 0. 001 :of 1.J7 117 0. .09 OA4 0.02 `1 0. 1 its I. 9 1 A0 1Al 0. 4 oA5 0.02 O:DI 001 1.61 2.45 5 5. +41 1.7 091 0. 0.08 0.04 0 ` 0.01 �.01 I.A. 2.442 4. 8 1.}}5 1.�1 5 0.3 0:31 0:11 O.a3 Ot D.Oi 1.� 137 1. 4 1.W 61. 2. `5 0.55 OAS �, 001 0:01 A I.12 0. 9 .113 1.0 2.. 3. L12 0.09 0.0 0.01 01 Lf7 60. 0. 0. I.1 A7 2.{19 1:11 0.18 0.03 `1 0. 1.}}61 1. 1.{54 1.7E 1, r3 0.15 0.03 ` 0,01 000 1.93 1.� 1. 1 1. L{�D7 116 1. 1. 0.28 0.05 0.0 0.01 .OD b L�9 1.�7 4. u1 1.9 L�4 3.. 1.13 V2 0,02 001 o'OQ �/1.{48 I.W 1,} 34 . 7 6.24 2.` I.}h 1.88 2 2 6 57 0.47 0.03 . 1 0.0111 AO i37 IU 1.18 1.A1 2. {` {`- .}5 1.&1 1.13 2..t5 3. 0,41 O,D4 0:0 0:01 ` 5 2 A 49 1.14 3.[0 2..13 213 L#7 1.13 1.4U 1 nIII 0.04 0:11 `t 0. 4 1 117 IA2 132 1.90 1.0 1. 1. 3 3 58 0.42 0.17 0.03 0,01 0.00 .00 431 4.21 1.8 1.16 1..7 116 A a 0- 0.. 0.16 0,09 0.02 0.01 0.` Goo .43 131 0.9 .4 0. 0.18 0.11 007 OOJ 0.01 0.01 0.IX1 CO 0.0 14 0510.370.360.360,260170.130.100090080060040.02 0,010000.W 0. O.W 0.00 0 5 0.16 0.15 0.13 0.13 0.11 0.08 0.06 0.05 0,05 0.04 0.03 0,02 0.01 0.01 9A2 0,04 J"OF ,vP ,• �i HPf {P7 Nw 72011W 151E•��, ASS �' 4A AIL O OI O 9fTE RE9T0RATI0N: Precorotneten plw4ognphs shall be tilt- by tl,e owner - hs SUMMARY OF WORK AND SPECIAL C0N5TRUCTI0N N0TE5 repre>mtbve d all anus te he sNacted by this contract. Thex photographs mli be S'1'zed upon compleG- d corstncbon W estbllM x'>faetay complvnw with Seed ma for lawn are» AHAI be Urban Ma -4-beds section 02820. Seed in. m,trtion d cite te preronotnuten condiF or,. AI preveuey vegetated rem wheh for the d'Lds, and detention We efieli to ne he . - des lion Ma na de-r0228820. heeded and'. u1 �» a rmul9ectanhpoo 02B20 ry�l to Octobm tided. tapxrled. Boed ma for slops, steeper than 3: Per r 1. -"bon 02820. 51H0P DRAWINGS: Bee C-,tr,eten Manager's tad documlents for bat of required shop dram,.' to be wbm,tted. FERMITB: The-ntractor .hall , that all penmte and hwn.eee have been obtained and all required fees have been pad prior be the start commememena d work. Bala: The csntast shall ,ubme proctor test -ft for nob- matevl, and .ubbxe material. W be used. The contctor ashall be responsible for Is""'d,ng oompasb- test ,s Compaction test..hall se peHomed at a rate of I par SO d pipe m trench Per let, and 1 per 2,5CO3q. ft. of fill area per Iift. 0101) GENERAL PROJECT MANAGEMENT WORK INCLLJDED, Ths section pe-.. to the'j-1 contract raqu'remenle oral- mwt be met by the DOntrictor and the p Jet a arugement am oontrd etamdardt, which must be ub,sed by the Contractor. MANAGEMENT OP PROJECT BITE: The Corentor shall en.uro that A the end of tech -rieng dry, the Job ste'WII be left in a eendMon ,rt'dactory W the Engineer. All era» ant can-c , oon.tn.,a on equipmare and deba ,hail lea removed from the Job sae as work progrs ese. The Contactor shall be responsible for prolsso-j all d ebng etnicb,rm and wok completed under this P jeet at his own asp,-. The Contractor shelf take all pieta;,ors ant 'n 'i- tech procedures as are new.eary W protect both to. and property. All work. which, during rfe Progress or before the final se to -a d the work as catasiehed by the Eng'nsenh C'mhoate of Completer. my haw; become damaged from art ewe, shall he removed and m0a-d at the Contractoe. capers-, for both nd matelabor avb. Caro ,hall be eaerciasd on the part of the Contrator W croon that property damage Jose not occur on prwate property and that a1 tittle damage Is rosette s done wemn-rotvtten --mama. Protection tell be afforded-ttrnAed tree. and ,hr"'ti fence and wall., and a -:tar ferturx -hare ad,aoae W the conabvden. The Cont,ractor's neWonsbl. for erounng tart the -ndrti- d I,-Froprty or ent land. rs rmtorod to the cordite, ward, anated Frar W the wnatrutan. Thme Contractor shall be held "'i-srble for all damage, re>Wting Iran a fa,lurd W comPly was the Pro, of this se bon. SURVEY CONTROL PROVIDED: The Eng,reer ,hall provide the Contxtor -th road mn bar,. control points. Such oontrd shall be set one bme only. Themafter. the Contactor ,MII be reeponable for "b""re oontxN Pants from d enage and d,alouber'. Bhould adomonal workva, required by the Er,j,rear W reestableh -ntrd pains, he .MII be r ini,,raed by the Contractor. Bench marks will be rronddd by the Enelneer. MEASUREMENT OP OUANTITIEB OP WORK, ,Jdae othev as pronded for m the payment .taus,, d the 9peohcaboro, Me method d muwroment d to work shall W, that detennlnad by Me Eng,rser - Core on Manager. In the tax d earth sseavdbon and rack eu,,at'on, .nl.-;herwix provided for, the method of cement of gwr,titim mil west d tics' on. meawroe in the field at ''WI Adt mm sd by the Engineer and o tabons of velum. by the method d average and sine. In the u- d quontibsa paid for - an area Wer....I - oth-as provided for, the ins W be Pad for Null be -his mtabllshed pry hints. ok,lated wing held me»urcmente along fine grade tine. Pe, the conputabon of areas the "nammeso''hail he considered an a ALWAe Irob,mant d pn a on. PROTECTION AND REPAIR OF EX15TING UTILITIES: Wherever culverts, sews- drans. madholx, etch ba„n connadero, water mans, tyke dh.mbers. ale; oe,Aw ' Wlepher, _`,Ik.ste. ,blay pde>, overhead 1-. - other f nI .rc isr-rrterad, they shall be protected and wpportsd by the Contactor. at he own srpenx, by methods approved by the Engineer urbl the eon,,.ten s bxkfilled .rd the esbng f-Inhes tiro made secure. Irpury W ,y sits Taoistic uu.ed by - roeubng from the Contractor', opratioro, Mall be repaired at the Contractor', tip -se within a b- penod that well rid plat, an-ru.onaWe burden on the users. The Owner, Eng,neer and the Authority having d'arge .Hall be -['heel prompty d >M damage te uttlesa. Whenever the Enghneer nay raqu'ro, Pipm -;her underground it""c re, .ordered rn axovrting or tre-hag shall W pennarently supported with wooden sup,o across -on m tremh, - by other metode acceptable W The Engineer. RECONSTRUCTION OP D(ISTING UT]LTIES. In tax t, .MII become ne.sA>ery, m the W.'H d the F.V adr. W move- raeoretn:ct airy water min, alectncal condos, telephone condos. an,, c-nxbas A.- - ay appurterent abvoturc', work anti be done by the CorRract-. TM Contractor Mall - responsible for pronding -bon W u-n bdoroo Internet "Il -rn-. Unkaa .peuheAly prwnded for ,n B,'. eort,rast, reconatrvden d de ,rt I" Mall be at the ContrctI -p--. In -era- ,hall the Contractor after mry water main, elect,, -,due, telephone corheWlt a mry -derground -side. c-dims - atuotureh, wthwt written Penm'aon d the Engineer or at,, the Cnglneer a sat'efied that adequate -sing W the ,sere he bent Fronded. PROTECTION OF WATER 5UPPUE9s Wherever sewers and water male c . 'tvden ,MII be d-e in ,eoond.me mt the newer -Water 5epanb- Deta,l' f- Croxmgs' .how' m the Append. or on the pla-. Where a- and water mace will be panted W each other, them shall he a minimum ,spar -bon diatanw of ten ( IT, feet, meawred edge W edge d pips. If tech diet-e wind be manta. tie "_Teel by b,a Eng,mer, the "rota-e can he r tee d, preni the water mom e in -prate tm-h or on an undeturbed eMh Meh located on one tide d the hewer and at an el-abon se the bottom of Me water main is A east 18'nc1sA above tM top of the hewer. WORK OUTBID, WGHTS-Or-WAY AND EASEMENTS: The C-tactor,HAI no".without wntten comae from the ow-r, enter or odoupy was men, Lode. matenab or equipy equipment, aland outade the rights -of -way or ease- limit. A .spy d the -ratan _,t Mall es ri-Add W this Engineer. PROJECT PROGRESS SCHEDULES: Eshae .tartmg the w-k and from bird W t-e d,nng ,le progress, as the Engineer mry request. the Contractor shall wbinst W the Engineer a written desorptiond the method. he pans to u- ,n long the work and the van -A ,tep he intend' W tab. Within 15 days Al er the date ; htrtmg work, the Contractor shall prepare and .bent, be the Fng,neer; (a) . -nett- sehedw. M'ng the date. At which add "' drowngs, a ay. will be required and; (b) a written xhedule f 16 the m'__ dated for the start and completion d van -'rate d the work Each such whadule ,hall be sibject be --and change from time bin, W time dung the Progess d the work. Included with this sete,M.'WII be a breaed.- d inort,"-tenanted -nebud'on rosle and rabbI on -ate. WORKTdone tO CONFORM: Omarg't progress and -,ta -mp--, all w-k,hA4 oonW ly the him, 1-1. and grades mdscated - the ,1m 9. or gore, by the Engine- and .MII be taint in . thorough,, ,u .Lal and -rer-hke manner, ,n rsordanw ,,nth the dnmng, and epafi-bo and the d'red'om, gore, from time W brie by the Engineer. In no o'e Mall an, work m ,tees, of the mgwrementa of the drawing, and spee'fiubofs W pad for ,Max ordered In -,tang by the Engineer. PERMITS: It shall he the Contactor, reer.-HIIdty W obtain all federal. state. rcgwnal - focal penaa necest,aly for the const-.- d the pr Jed. The Cottracor'> alto reepon>,ble for seta mrg thex panes'. foe, dunrg the length d t,e contra; and for III all requmd ad,o- se comply ,,nth the o-tent d Lhax pernte and pemta pra„omy obtained for the project. 9UB5UKFACE INFORMATION FROVIDDD: 5,lesurface mfomatron provided I. W .-At the Contactor a, maeng . tad. 5ubeurtaw infonaten pronded as pit d the Corr Docum-t' 'a -t guaranteed W W mproenta ry and bidden are encouraged W take addax -al ,on 4. poor be bidding. COMPACTION: At the preconeery t, eonfere-e, the Contractor shall be raqu,ned W wbme, rn -,tang, I tau En„ss , for approval, the method(") W be cabbed W meet the Compaction req i'_ be c-tined in these 5peofirab in>. The Codneti tell be no.pred W have woo hied compaction egmpme,t - the Job'_ a, may be needed W p-r compel matenal spa ,:Ay for this project. Pecan d eq,pment scant » vibrabng plate -mpator,, tampers, amine,,, wbnt-y rdbn. r I wheeled rolls,, .heapf,ot refers, -obby wheeled rollera, rubber tired olan,'teel ant to like Mall he considered sntabk sgwpmant for oompasl S,G, Pews d equipment as Widefiee bule cke, bWbn :zeand the like Mail rid: be con>rderad for use a, co,rPacb- equpnnent unless speafrolly approved by the Engneer for w-I u,m. 5UrERVL50R5 ON THE JOB BITE: The Contractor shall be rmponabk for emwnng that there „. Sup— under he A,- empty on the Job ate at an timee that nstrucbon is underway. whether or n; the-rotnSlon ,, being accompliahed by the Prime Conractor m 5 iec (tractors bred by the Pnme Caere;or. 01030 UNDERGROUND UnUrTY DAMAGE PREVENTION-`DGSAPE' Before Ne Contractor remwm col or rock to .rote an open spaceham the earth greater than one foot In depth by mears d antowe pred a mechanized egvrpmR a within an undergromd .I.y saaemere -'n the area of a pbhc nght-of-wry in which n underground ii"Iry mry be looted, the Contractor shall nobly'01,ai by calhnq their tell -free -tuber 1-868-344-7233. Diesels wol then notify all ublay -PA.- hawng underground uhAbda in that arsa so that they can mark the locate, d thex facilities. The udlt,y compn es ,hi mark the, line wthm fort' eght h: )m from the time Diesels was nobfsd (e h'ar,-aturday.. Sundays, and kayl hd'day,). bower and water 4.1'Itsa shall rid be clasafiad As . ",blrty^ under this 5p-,heation. Emergency -or. are -Ft from Mrs requr._.. effed've Janwry I. 19BB. to mandatory -tihu'- of Ogaele m the above mentioned atuA -, became Ven-nt State law. A fine of $1.000 mry be levied for fslure to telephone Off.efe before an auavat- is mede. 01080 ArPUCABLE CODES MATERIAL 5PECIrICATI0N5: All matenab, unleee W=Ihed othevnx, .1ded on Me -ad, be wb,st to the aprrwd of the Engineer and AWN meet the appliube req,Iremenle of the latest pubadhsd sFiosfi troro rid ,tended. of to follovnng ,n.tltuoe's. sst,ocutions - department,. Arrenun Concrete lnxevte American Seesy of Testing and Materials Ammon trntiWte of 5 -1 Covt -bon A,, nu Water Worts Axooabon Vermont Agency of Tr ... Fortatron - 'SGrdard Bpeoficatlon> for Highway and 51149e C-db dr' Ammon Welting 5-'ety National Clednul Code National P-Ini Code At Applrable 5tate and total Codes and Pamt,u ABBRCVIAT0N5 AND REFERENCES, Where refers,-,s made W a.P-fiction d ons d the beta- mentioned - other assocutions or soostrx, ' is understood that the -vi de'lgnat- of .Peohwb- in effect at the date d _Wt d bide shall take precedanee - those hated below. ASTM As a 5re'ety for Testing and M-1. ABA American Standards As ocat- AWWA Annenio n Water Worb Ae,xution AA5HO -m n sea -'aeon of 5tay.1. AA5HTO AmaA epe,A.- d teHM'w ghOTnsporlabOff iala ACI Amenwn Concrete Inatitvte AGMA Annersun Gear Manufat-en A-— ANN Ame-H Natior.l Standards Inabb.. A15C A,wr n Institute If 5teel Corotm-or ASCE Amens, 5oaety of O,I Engssero ASME Ammon Bocisy d Meehamol En,nelre ASHRAE Ammon 5oosy of Heating, Refngen.bn, and AI, Conditioning Engrnsen AIA Amenun Institute of Arch,te;i A55E A Ar-7 5oadty of 5anaary Eng,neen AGC American General Corip- d America CDC ConsWbne Engineers Covncd EPA Ernnrommereal Protacten Agency IEEE Inatti to of !1­1 1 and Eliot__ Eng'neero NBPU National Board of Frro Urderwntero N55 Naterul Dureeu of Standards N IPE National 5oasty of Prdeaerovl Gglnsea NEW AI New Cngl,nd Water Worb Aeeoc,aten NEC National Elsenc Code NEMA Naterlal 0-neal Manufacturers A' -I- FCA Portland Cement Asfocraten yen ft-re Clay Products Inso- UL U,W-.rV I.-,. . WPCr Water Poled,- Comrol Ped.-,- 01500 TCMFORARY FACILITIES WORK INCLUDED, Imhdad m this -cb- Perta'ne W the Cerenadora responabMy of pro,,,d,ng temporary f 'ftt.. The Contractor shall be nsaponinw, for and Mall bear At Ma own eareroe all temp-mry fas IhWa necessary for the Proper kifi11mert, of the Contract. ,-IWlssg but not I-ted be all temporary es-­t'. fighting, heabng andventNAb-, telephone ' w water, " ntry ferhb... ,e ety and first ad facile'-. The Core- ,Hall make all arrargemer. t, for temporary fasat,,e. well in adwnce of need - a. W not dewy coeatnl"ti-. AI temporary faahClse shall be adequate W perform the function for which they .re 'rrtended weh-t not, of pars -al or property damage be An, Individual. 01560 SPECIAL CONTROLB WORK INCLUDED, Work r-laded In the ,,,tlon p,-,m W the apseal control, which the Contractor must'robtree and marnt'n during the Is"th d the Cartrief. DUST CONTROL: The Corereclor ,hall be responsible At his own ispn- for erounng that the duet created tie a -it d ucbon _A,r.Swaim does not create a ,nonce -fay h-r". Where and when deemed necessay the Conlrad- will be moored W wet -ction. d the c-hbvcbon area ores water -apply calcium .stand, sweep the rudwry mtfi a power broom .a Moat -1.1 ineasurm. Duet -ntrol mus,am atoll be provided at all bmx, Ii,d'ng evening. and --A, , WATER CONTROL The C-tractor Mall take all ne-h ,, mu-- W handle all water ,n euvatio-, ,Han fumeh all rratnak ,na equpment one Mall do all -dental work W bep the excvvation emimy chin of water, while prelires, ponds, atriicWre, and their foundat'oro arc being bunt. The Contractor .hail be rcepovible oos for ching the method for -ntrol of water and .Hall assume all rcsparab'Ity f- the adequacy d the method. chosen. No _eb,,,ebor, .Hall W undertaken a, in the opinion d the Engineer, adequate control d water Is net xwred. WATERTIGHTND55, It h' the rcepov'hlltyd the C-ta W ensure the! all new -.W roe, p'Fe's and equpment bolt undo the contract tar the ,I,o,s d =,nmg water - other fluid, or for conveying tech liquid' tiro wateHight under all oprating -ndd'ors for w ' !hry tiro intended. Ay pipe or atruetures, -hero iota,- as deter rI W be exweax by the Engineer. ,Hall be s Ii,'et W-rre-on or -plaserri by the Contractor at his own nape,,,. POLLUTION CONTROL: Dump the -rotnx tl- period, the Contactor shall a ism ,vary rea>on.Me p-i,b- W proved pollub- of the watero d the State. Pollutant tech as demrab, pants, fi,d>, lubr'onle, etumen, eon sewage and other h,rmfiA waste ,hall not be ,h,d, rgsd rreo or al -grade the- wbn ": ;_rA or mn amde channel, leading thereto. Apph"ble statue. and reguh,t.- d the Vent State Agemy of Cmnronmental Engine,", relating W the prevention and abatement of Pollutson .hall be-m,hod! wth. 01569 PR0TECT1ON Or THE PUBLIC WOW. INCLUDED, Work Imluded ,n the section perta,ro W the C of a 0r', mepaehbit, te poced the pbhc and -orbs'. The pblie ,hall be protected by the Contractor from ay and ail Waarde o-netted with The work. Open tie -hen, mate--, or other equipment arthn the workng hmrte are W W guarded by the u- of adequate bamcadse, xow knee or flagmen. AI barrueea left rn posit,- -am'gM arc W be properly lighted. The Cent -tor .Hall be held rosFone,be for the xfey of all workmen and the g-an1 Able and all damagee W property or mrif hom or upon the work ocuhemd y neghge-a or othenmx. 9romn,j out d . faslure on the part of the Contrator W protect persons - property from hazard d open be -see, malevb -equipment at ay time d the dry -right wt,hrn CM workng area. AI work ,MII be ,n cordormance wt,h OSHA rae.latem, Tat 19, Fart 1926.651 and appl-ble V05HA regulab-.. 01570 MAINTENANCE AND PROTECTION OF TRAFFIC WORK INCLUDED: The section I -Jude the mathods the Contract shall empby W nu,ntam and protect troth.. The C-tacWr,hall pnonAc -formed traffic pohes or flagmen a, deemed n-eeeary by the Emgn-, AHw_ governmental .gene'. The Contractor shall- •-ndTone --,t. empty flagmen at ay locale- - the pro' whom h,e equ'pmot or sonstnebon -F-- m am tech that the mil in any man me rhm was the movement or safety d the traveling psi,. The Cort,aetor shall erect ,,raj "On' Inadvance d ay Place on the P-Jed where operabona may Interfere meh the v- of the road by traffic and A all Interns di to Points, _n, the Pro'_ .rose,- -'m,d.. -th, an - ng road. Such w,mmg sgro shall be castnuted and erected m I-ordance whth the latest 5"e' d She M.nwl on Uniform Traffic Control Devices, published by the Federal Hghwry Admrm>trabol. The coat of troth. police horned by the Contract shall W rod for by the Contractor. The cost d wnfiormed traffic pdioe mill net be pad separateH taut shall W Included in the prices stated in the several Items of wok In the Schedule of Fret, the rroposal. Two-way traffic ,hall be nu,nta s d -lees, other sH, aut,.i by the It",-, The Contra Son shall notify the Engineer. local poh" and fire departmeree AS welt as -,"pal oMcral, rt least 72 hw,, ,n adw-e d ant intent to close streets. The Contractor shall work oral, the local gowsnment to eMaWish . -,able alternate route. and shall at hie own expees , phoInde and manta. >t"tasiy marked And well lighted detour agro. The anploymmt or Prdaenw of trafhc flagmen or uniformed p;ce does not relieve And Contractor d any respone wily or liability under tr> contract. 01575 WORK WITHIN STATE HIGHWAY RIGHT -OP -WAY WORK INCWDED: Ireludcd in the section are the requiremer:b that the Contra— mu,t met while -o ne weha, the State hghwry ngh1of-way. GENERAL: The Contractor .hall Insure that Hrghwry Parties haw been estaned Finer to the commencement of any conatnicbon ,,,tarn . pubs. highway nght-ol-wry. Peones for work wsth,n a State hghwry right.-ol-wy .hall be obtained from the Utlllbm Cngmser. Venont Agency of Tm-pat bon, Martpelier, Vismwe. A Free Lis It ebm meeting well be hald prior W the Contactor beg ra, wok. The Agent' d Tn-portatenb Dretnd Traropor on Admnimil Wr andror Utlbtrd ngineer, the Con W the M. at will be Contra penntsri and the Engineer shag- Prge preserg. Upon -,,-an of the work, a five ne psebon will - held" wt,h the acme F- preeant x at the precon.U,:- meeting. The Co,tnet- will be regwred W restom the hghwry nghtcf-evy to tie good a condition at, It was poor W do,ng the work" and W the satnhaction a the Agency of Transportabon's DuMct Transportation Admmietato, Ten (I O) days written ,dice she be given to the Drat d Traroportabon Adm'nstat before any work It, done anHnn a State Hghwry nght-oh-wry. A copy of tech ,obw .hall W fu-i W the EM,rssr. Inepeioten by the Agenoy of Tnn,portatlon shall be permated at, conro tic progre,see. The Corlb-ti,,b work ehall be performed 'n .-h au rnner tart the roadway, apurtsvnwA and N.H. traffic -11 W safeguarded. The Contractor ,hall suspend all work m , the State Hghway right-d-wry d1 rig the period thorn November 15th W April 15th. Pnor W eut,ponaron If work, the Contactor shall hold a ,on eronce was We Erg,-er. District Tran.portetlon Admrntstrat and the O-r. Ay word, req .red as . -It of this conference Ahail W, -finished Pno W November 5th. All --,-,e paved travel ways, .house,, and parlung area d�AWd-d under tau Caerad $He lea restoreet peer W ineperoon d work. Gravel -,Tara' m travef w.y, and prlung arose shall be re'torsd W e condo- egwl W that which saefted pmr W start d con.trucbon. AI b'Wmm-s Paved and ,ravel -dated travel ways and Farb., a- shah se nwna-d by the Contrador throughout the-ariension d work period. Taff, shall be rr;ected at Al bird, by ,ueabla ter n.ade,, wamrng and advance armng sign, m regared W protet the "best ,hs,N the -netruction period. AN rorotrvction operation tell be aondvctad were W uu- . minimum d'nterfersnce ,,nth traffic. At lust one-way trek ..It W -„,tamed A all time.. Two-way traffic ,MII be nulntAned at all brines when con H,n operatioro are not in progress. UnlFart'ed dawn ,hall be Fhowded for the control of traffic when two -wry traffic ..not, be -1 od and at .-h direr bmx .. inry be required by the Dieu-! Tranportation Admrnstator for the proiesti- of the public. APPROVAL: Before any o-atr,wten operate,, are ,tented. the Contactor shall eubmt, W the Cngrnxr m tnphute. a detaned written descnpt- of the and method. he equipment eproposes W bl ux and a-spte ,keteh...how, q detail d the ten. If, wb-corerator s W u be ,ee for the work ve the inand add meld the�wb<orltrxtor atoll be ,d,i d m tM written deecnption. No work 'MII proceed ,ntn the C-t,cWrs plans are-hecl,le, haw been approved m -sing by the Carer, the Crg'neer and the Diatnt Tanaportati- Adwnritnter. JACIVNG, DRJWNG AND TUNNCUN6, The Contractor Mall eeni tha.aang pip under the highway a, ,nd,utad on the Draanngh m such . manner that Mery ,hall lea ,o interruption W traffic - duWrbance of the roadway. Jacking, dnehng or t..nailing operation. Moll be confined W anus iovtade the Cnveled portion of the hghwry, as Indicated on Vermont Ae-.y of Traroportation 5tand.rd Dramn, D-20. JacWng. dr,1144 or t-nel'ng operation,, ,mludsj ,rstllaten d the .sang and omen r-o� rig Irsmng earned out in accord,. -,,nth the approved Pan., spafiutioro and when exovat'ng from ,,bsn the,pckng or Anil," Pipe, the Comraetor shall u- sereme ore W .vend the lose d material from outads the sines "'t"" the PP< In Ilefinal Poeaen. eae.wbon shall W rimed ahead d the uang pipe only Wha that stnent reed, without the lox d material. When Meet Piling is ueed be form the hghwry aide a the boring pit, to Piling .hall he out off 2 feet below grade and the roma-,g length let undstrmA1 follom" comFt-- of ---- operations. No matevl Mall be placed on the pved portion of the hghwry A Any bme ,riess, authonzed by the Dubict Tnnsportabon /dmimatrat-. Open iA euavabm for hghwy croesmgs s not th, option d the Contractor, arxd mry he vblvm ed only where attepted yckng, dnlhrg orbinrelmg method, fall - od _ Dove ,copra 1. Where ,uch method. fad or Ewe W be ,mpacteel, the Contact-, w,th the written approval of the Engineer, ,hall obtain an appropnata moddhubon d the Highway Fenno limn the De nd Transportation Admml>taWr pne, W Me ublraabor ; open cut method.. Pno be aprrowl d each ,-tow. ,,,derv, mil be requ,red that no pntlul alternative be open at j ea,le. EXCAVATION, BACKPILL AND SURFACE RE5T0RATON: M-- d,mena-' d oruvabon mdnn the hrghwryght naf-wry shall - in nera rdorIn gel Wta'b deMown on Verseet Ag-e of Tans,i-b- 51n land Dmmng D-20. Wh.n excavating through Portland cement concrete pvemems, ,sting mirdorang atoll be vet rn the writer d trench and urefuly beat out d to wry d exuvati- operation. Immedutely folbimmg -titillation d the using anal- PP>• the tromp .hall be beckfilied wah approved materul 'n G. Iryen to this ta.bgrade Imo. Each layer' -it be c paed W net less than 95% d the mammum dry density as t is Pacts. Sub -box d gavel or -wheel rock .Hall W, placed on the property -meted wbgnde in 6' compacted lay,,, and shall be a minimum depth d 1 & or a, directed by the Eng,naer. Each layer Mall be thoroughy and solidly -mpacted. At least . temporary pavemere .Hall be provided -thin 36 hours Of the-mplsb- d Mckhll'ng and ,no, W weekend Mutdown At all I -ahem an open cut fix been mace thrwgh . roadw.y.ubjed W vehicular bath.. The temporary pavement Mal comsat d at bast one Inch d th-ehH - F,-t,.d "-I-w-n""b". Te porn y pvemxt shall be properly rrentmed and Malt be replaced wth pern.rent Pavement pis- W-mpletion d the ProJed or .,spero'ar d wart for the order xa,on, Cement concrete ravemas ent. Ara be rsr with --retie sawn, a minimum thek &A equal W the th,l nse, of the onsWg pavement, but in no o- less than a thick. The top s,siace shall be ,,aped te,mo;hfy maid, adjamng pavement. M ._Map fig, A bd ,hale - m rba'ned between -.,q and new rAWr - vim mmh. Rmnb-,ng ,hall be placed was a -.in- concret -ver d 2'. Coronets MII lea thoroughy compacted. Mack off W the deareel grade and .vied for xven (7) d,y. with mastened a-1 paper or b rap covenng before being su�Je A W tralfic. B'Wwnas pws - ,netbe replaced wth 3' d W,,,,H ow plant mace concrete - the trcb,me a the enat'ng beum'now ve f o. wh'chavr is less, in accords-e wrath Vermontgency Aof Tre,,p:rtabon Standard D­g D-20. 5,6e,alk and curb, Anal W replaced in kncl -in act -dance ,,nth del shown on the pbre. Emet„g granite caba mry W salvaged and --_.. In areas presently gam covered, ti,rf shale he ,e-estblshed In accordance was 5-Cron 651 . Vermont Agency f Traroportt'on 5tndard 5pec,huters for M'ghwry and Bodge Con:strmtan, W the With tion of the Detnt Tr-sporttion Admlmstater. The C-tractor Mall be rchponable for the tort and Bade of she ground a,rfa s for one year fdbmrg the compaet'on d the work or ae specrhed by the Detract Tnrsportaten Memstrat. 021 DO CLEARING GRUBBING, AND STRIFING Or T0P5O1L WORK INCLUDED: The Contractor shall do all deanrg, grI ng and A-mm eceeeay se pat, so se -on of the --1, -his to smiled the property or easenwnte indicated 'n the drawings. CLEARING AND GRUBBING: The Contractor shall do all neren>ary work of dean" d shall depose of all material, 'ri trod end brush a, may he approved by the tr.j.-. OApwal shall comply wth local ord,vncae. All areas cleared shall he left dean and pre-ntble. Except -chin actwl hoes ds-hm. ma bnhdee, roadways or "dewalb W he Walt, -hero trees m-t be removed. ne lore trees wen, tnnls over four (4) inches in dameter shall be removed -Is- oth.-eel, rcqusred or approved by the Er,g'neer. C",q .hall be done in .u"h a mane- tart preeerrt growth mil merge wnbh the corotn"tion I,me. W give a vWnl appurance. The Contracor .hall remora all >Wmp and rod, within permanent rights -of -wry. STRIPPING TOr5O1L In genets, -hero constructers s not In roadways. 9 a tamed rose private and public nghtsof-wry, ,,sa y covered ant, tophod. After tine-hmg and Fire IMng operation or conetniction of etruc Hsa ei completed, ,awes inetevl ,hall be removed and area graded. proeed t te,eol and x AsAl as speclf aA m 5ecten 02020. Grouts -dace Aell be left m a-nd'tion cowl to that which meted before-natruetiion. 02213 D(CAVATI0N5 FOR ROADWAYS AND Fail WORK INCLUDED: The felloanng seed- descnbm the work to be done by the Contractor in mak.0 parting - road exorwatr-,. GENERAL: Fr,- to the beginning of ecavation, grading and embankment operabon,'n mry ama..11 necessary etanng and gr,b1, rj in that area ,hall have been completed. 91.O1-e5i Al dbpe, m us, and ambmkment secbom, dechea and watevaya, whether old - rewy constnwted..hall be ,rtrof ,c y cleaned and deaed of obht,,,__ nd tells, a pert and tom Con hall as iradd In n the Contr�or dose od red b antis the Irises, 9radm andq reurementsind-ted r ordered by the [ng,reer. CONSTRUCTION, During the castucbon. the roadways and parking .hall - mantamed - that they tell be domed at all tin,... Where tnfhc s ma,ntaned, care shall be si-sised W keep the paten open W traffic in a soloshi ry -ndon sb. R OOVAL OF MATERIAL: All -,stab materul relr,o, e I from excavation shall lea used ,n the fomabon of _WnI,,ns_ at, ind'ratd on the plans or As d sc by the Engineer. The oar. or w»W ma 1 ewcavated during con.trucbon of the roadway. Ant parkung tell be a-d W the orient po,ebb W umfamy flatten slopes, or W deposited in a dI Pace, -thin the nghFd-way x mry be Ird,uted or Me plane or sa A—by the Owner or !!".. . None of the tiara or -seta material .II be removed ton the prglst Its. Any -1 not used is the ngpphrroojt-f-way or W flatten d rutted by theusedl to e , Owner orngEe or AI d )n this the area thatare hlledweh the and. or ngineer. waste materul shall ti graded W dram, top-rIM, seeded and mulched in aoeordsnw with the Iand,caPing tip- , ­The Contractor shall W re,ponabk for the htaW,ty of all - Atzucted embankments and ,hall replace rt he own ,+penes ,try portsas ahrM have become diepiaead and which an not attnbutble W the unarodable movement of the natural ground upon which the embankment It, made or W an Act of God. BORROW MATERIAL, Unless authorized by the Erjimer, borrow mat -al ,half rid be PI eel udn all w:table, material has been a Itecl and plated m the embankment. except wise Bard E.-or Gn.I Borrow isused for on the plan, or when Gnnuiar Bono- a rogmred by the Engineer for ux undo embank'nerits or uxd wrath materul from roadway a t,- m .along embankment,. 02221 PIPELINE TRENCHES AND EXCAVATIONS FOR STRUCTURES WORK INCLUDED, The Contactor shall excavate W noreal depth rn earth for At eW- and benches, ,-khll tech excavabona ant grade and topsoil x n--,y, - Morn on Lae Contrast Dmmrg. or as dieted by the Crlgineer. GENERAL, The trenches and other ewvatane Mall be of wffica,e width and depth A, all panda W alto,, all Pipse W be lid, Jams W be formed and ,tine - and apu-ni, co -.- W he burp ,n the most th-91, ant-rkmanhka manner and W alb- for ,hesting and M-rig, pupi mng and dranang and hx remov ing and r.0- g vurtble .-I. Tre-he, and exowboro .hall beat least twelve I- - order than the out Ids d'memlona d the sthvcturo Che tiro W contain: tie -fix most not be--ce,eany .nee w x W materuly Incrsaae load on the pipe awlbng from badd'It. Bottom, of trend's' and other na-,atione steel be coined W lire, and .hap.. eat+dactoy' to the Dngmes, Bottoms d tre-ism fopi r pe Mbe W all omed a depth .a Incg mhes greater than grade a prpel,re, red W hllegrade and bedded ,n the 'peohed beddinethod as d-Jed on the Control Dmmng'. No tunneling m11 be perm:Had is pew of open tre-h cons .bon -lese ,lieeifeally auth-red by the Engineer or required a, spenhed -der Sects- O 1575. Wort ..is SLat N,e,w Rightsof-Wy. Exuwbone ,AtpH ent W -se" ,rd"no,,nd aWd-ee .hall be dons by hand so that foundation, Of strut- .Hall rot be d'sWrbed. Wise-, b-Icbn or ledge rock are--,mterad m --bon, for pipehnx - .--...uch b-leers or ledge rock M.n W removed W a depth d ea mchep below grade and space occupied by them shall be refilled W grade was the speelf ed bedding matevl. TrenI .HAI be opened A cuts bmx and te e,dr .tent only as mry be permitted by We Engineer. All Anveweye, crm Ills, sod, Mrub,, trees and mry d,sr surbce -1 affected by thework shallu be Mly teen uF and kept -pit from the other -ate" matenal. If -'table, a Lade rtutenl ,he W uase for embanlu,enle, t"A"' and h11. Bide slopes d ewca,,ations shall be Isse than the angle d rcpox d matevl exuwced and shall be flat en-gh W prevent andee or ro. Ay exos,,,tion required as a rewlt of eel or cays-'ro ,Hall be done by the C-tactor at He own ape-,. Placement of bedding material Aull not be done -til the ground sae been therei d son rsdl and the Contractor s ready W ,rotall Pipe or W eon>tnt f-ndamon , of venous et ­ LENGTH OF TRENCH ALLOWED TO BE OFTN: Length of trench allowed W he open Ma11 - determmrd by the Engnsss. Th. total nmm" sari d all cork In each seten shall W kept - short a. as pnotical. Only that length of tine 1, -h !, cars be proWetd by meam of hamodee, fen-, and the hb.Hall be alowed W remain open gl,t. Unlx„Psclhcally pen,ttee by the Eme'nee,, all trench ,.oval'-s shall be backfillad pis- W work M,Pd:wn for each weekend. M15CELLANE0US EARTH EXCAVATION: Wherever required by the Engrreer, the C-tact- shall do earth a bos and W,InNIng m .ddrtr- W the eacevab- and Weldilhng needed W -t-the wank requred by the Contrat Document. Msed bar w earth excavate, ad baskhIIn4 mry be roqu,reel by tha Crgi"' tar test Pit - for other unf-racers Pwposee. ft mry be nece-ry W do -me of N,s work by hand. Excavat,- for deepening or wAII of p-vnenL dn:vge d,fcheh ,MII bemdv"e" In Ms ,teen. Temp-ry or perms-d rdocaton of at-- shall not W -vldered under ins -Ilan- sort excavation. EARTH EXCAVATION BELOW GRADE: Wherever, in the .Pine, of the Engineer, matenl at m below grade Imo d Pipe or'stmcbim pies depth d baddmg materul is nw,tblIs I- four,eb ', it >Mn abler be -ted!ds W ,-h adbaul depth as directed by the En,iner and then refilled weh w'hed stone, well -Pasted, or the Engine- mry drroct that a filter fabric as defined in 5s,t - 02545 be utilized s I ­ Of deeper a,cavabon. If filter fwb s ubloed, It ,hail be "Atlled and the exravation then brought W grade Imo for pip tronohee a, .hoar - the CorNast Ommng.. UNAUTHORIZED EXCAVATION, If the bottom of ay excavab- has tar romwed below gods Mown on the C-tad O-r.j.. - that prise -Iced by the Engine,, 'tMall W brought to grade at the Caeradoris e'q,e,- by mhlhng with well compiled bedding materul. EARTH EXCAVATION: Earth dewati-'-dudes all matevb not c1...rfed a. rack sxcawNon and ,-ludm, but s not sensed W mines, sidewalk. pa.ement, peat, clay. tilt, hand. muck gavel, hamper. loose Male, loose ,tore m nnas.m. and boulders mu.umg I-, than tiro -talc »ref m -Im 02265 BEDDING FOR PIP[ AND BACKFILL WORK INCLUDED: Work of this section pertain, W Me hackfill nW,mm rta and defina+ov d nationals ut'luad m bacldhn operatem ,hard, the Conractor mint comply .M. GENERAL, Each ,tmctum or portion d Pipes- shall he ,repelled and approved for bedding and Wi before t s covered. Approwl for beddnhg and W,W ll will not -n>bWt : final-osptnee d the strvctuv ppMy pi - m. Any found W be out of line. defomed or damaged Man W, ro-law or repbeed .Chord addr.-I i mH"nvtlon. No badA,llmg mll be allowed around manhdm or other masonry atr-tune' until concrete or r as Hai, set ,uffe,ently, are determined by the En,3,-. NI exce,s fill shall be removed from the .onetniction art, by the Cortractor. cant» d,rected otherwise by the engineer. and d.pwed d in - acceptbe manner. The Cantredor s responsbk her the location of a A,,psal site and obt,nng .ry necessary perms, a"o I d -th t.-Portabon W or d'epohal at the sae. No excess fill mry be atoi,w'Ied at the ooH,c on sae. PIPE BEDDING: hpe bedding .hall ba that matevl'n to trend+ directly.4j rat be the pipe. For all plastic p one used for ,jr-ty sewer, storm dram, water mom or force main, t-11 a Tend from the bottom of trench, G' trenG' below the rmrort of the In". to a point 6' above the crown d the pp and shall -rest of gushed stone, aand or granular Pipe bedding detailed 'n the Contract Draanngs. For d,.tilenon gra,ty sower. water man or force mein and for reinforced concrete or mPhalt coated convgated meld at- drain, the bedding shall ,Tend from the bottom of the trench. 4' below the si of the Pre, to the N nng tine of the pipe and shall con>ut d crushod store, hand or ganular pipe beddg inas detailed In the ConDrarmga. The pipe Wddrie shall be oom , to the sr in density , Ihed on the plans in order to pronde -form wpport around the ppa. 5peahc mfonr t relatwe W the Ppe bedding W be ubledd - the proved ,hall be found on the Contract Drawrnge and underbcovering the aecons g spsefi. types of pipe maten,II 5detron, 02520, 02555, 02556, and 025GO as approprwte. PIPE BACK U., P,pe Wckfill for this P "Leine placed eet shall indude all mateabove the pipe bedding W mthm 4' of finished grade - W road subgrade et, shown on the Contaot Drawings for orse -der roads .nd shall w xlseted come -fin sal .-,.Ihom the _,,el on. Materiel wee for Wdkhll MalI be aubjed to the hamppdron and approval of the t,,3,n er. If m the ,Pine, d the Engineer the vrted mator,A is --tam. for bacld,ll, the C-tr torn .hall dispehe of the maeene and wbhttvte "Pli eand, gravel or other material ,n the a-- and pr... ,t-,pecrfied by the Engineer. Frozen matevl shall not se placed In bacdfla and W.1dill..hall not be placed - fir -en material. No ,tones In mice- of 3° diameter shall W Paced ,,,thin 2 feet of the Pp• larger eto-s my he used,, the batik ill provded cane r, taken that a-- do rid beta . neafed and that Al -de between ,tie are c fFistdy filled ,,nth fine mabanab. The ass ant A--- d et:- i-d'. Wdfill tell be aubjed W approval by tha Engineer. No bactllll dull be dropped from . hags[ d more than 3 bet from the tap d the pipe. The We&tl shall -naet of two -paste Iona. The fiat acne shall extend from the top d the bedding matenal W . height of 24' .box the crown of the in". 5ded excavated matevl with atones no bI than 3' diameter a ah W placed . G' lifts and compacted W a A.Hi­,fin, to ABTM 0698 - AA5HTO T99(I(Iate,,tL he Eita,'hind t ven-), Th. Proctor Tshrig matenab shall be placed urefvlly -tie not W deNrb the pipe or --it W break - eeahgn. The aseond zone shall extend fran the top Of the fir,t -ne W within 4' of finished grade - W road wbgrade. Material rn the zone ,hell be adet .-ted material, I m G' bhe and compacted W a derohy of 95% If menmum dry density wing the Standard Proctor Test, according to ASTM D696 - AA5HTO T99 (latent Ion). 5urtaws coheave cal can he baskhllad m this Gone and compacted u.'se impact type aq,nprI pneumatic tampers, engine or .elf -propelled, Meerefoot rdbrs on wide trench.. - other -aabl. equipment, providing the 95% compadsn mry'renent to met. In ooheslonle., hale, vibratory P4te> in confined area. ant ,bntory ro W1 In unconfined area. can be S,I-d, pranding th. ep-fied degree of -pact on is met. G-Le, oef ee -les. material may, m some carom and upon approwi of the Engineer, - compacted w,ng water Jetting or immersion type vibrato,, with hooding and pooling. The .dire trench wdth shall be unaamly comp-ted and brought W grade. The m reaining 4" d e trench b;wn the top of the bastfill and the five wrF.-. on area W be, ,seeded or soddeded, shall be becHilled with Wpnal, compacted and finished In arcordame -nth Slon 02820. Final Grading, Topohng and Seeding of these SpewMab-'. If the area ,n W - paved, the upper zone most be corotructed ,n accordance .th 5--bone 02649 and 02950 or 02651 . FIELD DEN51T'TE9TNGI Unless speeted ebewhere. the Corotrvchon Manager .Hall F r A. field density te.le to verily that d,e compaction requ,rement, of th. ,,.lion have been met Matevl having . gradation .th morn than 30% retained on the 314" he -andaraJ too seares, for f-tory density beetro and thereforle 1.11 be repbcm Intl, h --I and reins mpcted Where roteebng. Ad fibene held test. ne rl,. because of fi t.re of the fiat tent W comply .th crated density req,iromants, shall he Pro.deel by the Co, a is!Ion Manager and charged agalset the Corti . The field donee d--'- will be made in ecordance .th 5tandard Method d Te'bn, for De..Iy d Soil In -Flaw by the Sand Cone Method, ASTM D 155G (AA5HT0 T 191) - van, Nuclear Methods in accordance ,nth ASTM D2922 or AA5HTO T238. MATERIAL SPECIrICATI0N9, This ,,.lion pertim W the apeoficatiox which the Contrador must comply oral, nap,d,g the quaby and type of matevl to, he A,I..d for fill. WeIAII and amWnMient operations. GRANULAR rIPE BEDDING AND BACKPILL, Where reference is made be the matevl Cher on the plain or mthm these .pe A -taro, a Mall mean if well ended materul h- from deb-, ,Lump, brandiee, -it, Clon, pavement and s-,lar objectwnabl. matevl. It Mall meet the gradebm requirements for granular Wdd'll defined as follows: Peresiaaq. Wv We'gnt Square Mee, 5iev.. 5'eve Oesravbon Pasann Total9amge -and Portion 3' 00% --- 2.1/2' 90% No.4 SO%- - 100% 10- 0% No. 100 - O - 1 B% No. 200 - 0.0% GRAVEL BORROW. Where references made W this matevl eehs, on the A. mth, the aps,Afi ms, t, Mall mean a matevl re isoneby free from ark, loam, dry or organ, matter oonbnnnj ne mere than B% by weight pasting the R200 .eve. 1t shall W, -4-mly graded and the largest store Mull not --ed 6' in any d-era-. SANDI Band Mall c-ant of dean. Hard dvnble gars, -fe-y ended from denied W fine and .hall te see hornm jurem ,moume d tilt, loam, clay, organ, matter or other h.-M wbstanose. It WHO meet the gradation 1-prier-be for sand defined a. follows: P.rwntg by Wagnt Thieve D..uruG- r 'r, Total 9ambe i/T 00% No. 4 90%- I00% No. 10 60%-90%% No. 40 20.40% No. 200 O%- 12% CRUSHED ST0NC, Crv>hed ,tone or screened gravel, -folly graded from 314" W IJ4° d d iatshembny qualay Mall he fum,Med W replace un-Late riatenal eawvated below grade. W bed pipe, te replaced _,,,ho,I exuwtem, and W he wad alsiwhare tie shown oe the Contrad Dramng, or tie required by the engineer. R Mall be clan, MM, durable and free from dust. Item, clay or organ. matter and Mall W well oanpcted in Pace. ST0NC FILLf The Corer a or Mall tine --fied dranage d'Whm folloamng -at'- weh ,tone M1II m reeeovby Go- -doniy -th the d-em,-a shown on LM plan - ss ordered by the Cneres, 5W- fill mry A- be used ,n to >tahloation of embIrler , ant .Hall be plated In ru th,-sad tie shown on the Ilan ­a manner that will re -It In .rem -nobly well graded ,u,faoa. Care ,MII be taken In the placing W ­d deplaung the -d ,,, matenal. The st-o Mall be se placed and dstnbuted that there will be no accumulat'o- of tether the urger or orneler .zee of stone. Rearrangement of the at- fill by hand labor or mechamul equ,,,H, a may be re,,-ed W obtain the s,-rfiod rewlt. When stone fill and fitter blanket am W be placed as part If an embankn tart, the pr;ecbve matevb shall be Pl .ed cans ,,sHI ores And -rebutters of th. emio--ont -lea„hen,-.uthoreed by the Engineer. Where ato-hit and filter blanket is W be placed under water, method, .hall be u,ed that will inm-gro.j.bon .nd ,mum that the required Choir- of pr.tedzve matevl tell be obtained. Y . .�:(P D:� fs aaaa �>i(iku'. "o Stone for Atone fill shall be approved hard blasted rock. The ,tone shall be "Liter, shape and shall not haw; a amallsat dims- lest, than 1/3 d sle longest dimension. The ,tone hit shall be rmaovby well graded from the -.11-1, to the maximum Ass ,tone spee'fled - as te fors, a compact mne when in plow. a) Type 1: The longest d-enaon of the ,tox ,hall vary irons I Inch to 12 Inches and at 4aat 50 percent, of the -1-c of the atone In place shall have a leant duneneen ,F 4 inch... b) Type 2: The longest dimeroen of the stone shall wry from 2 inches to 36 Inches And at least 50 percent of the ,,dome d the stone in place shall haw; a least d,--- of 12 Inches. d Type 3, The longest d,inero,on of the stone shall wry from 3 'mh- to 48'nchee and at least 50 percent d the ,,dome d the Atones place shall haw: a least d-.noon of 16 inchp. d) Type 4: The bngdat dime.,'- d the .tone shall varyfrom 3 Inch,, W 60 ,-hee and A leapt 50 percent of the ,alums of the ato- is paw shall have a least d..-- of 20 Incl+m. RIrRAF, The Coihn-tor shall fum'M and platy nrrar m reaton.W, close ranformey W the dimensions, elevrtions and At the loovL Indicted on the Flan. m awordenw with the- Woefic ons or as ordered by the Enghneer. The slopes to be protected shall be graded ant shaped to the linen 'resoled on the Paw or as Are- by the En,j,- and d m . fill are.. ,Hall be eomp.ted as per Me ,,lion. NI slopes shall be mamtmed ant protected to the neat lines, md'oated on the plan- Prior to the plating of nprap. Stone for nprap .hall be .pprwed, rough, can.- gwmy stone, a, needy roctngular in ,ecbon as practical. The .Corse ,hall be hard, sound, rsaatant to the action d water and wea thenng and hueable In every respect for the Purpose Intended. The rnd„dwl ,Wnm .hall Ions . depth ,Au.l to the tMck-et, of the course of npnp. The nrmr. complete Is plow, shall cornet d atones that hen , minimum ,,dome d 8 ube feet, telex .hers„, noted. The wade between the atones, Out se chnkdd with anal., atones W produce a -I.-ly smooth and uniform .urface. F Ip rap .lull generally be placed from an ele,,ab- I i below the -, bottom devabon W the elevation or he,ght ,p-fii on the Contract Drawings. 02530 DEWATERING WORK INCLUDED. The work rmd.d- all work nec...ary W pond -Me work area to, Ineta mbor, d PPeg and atm,eb,' a .re Prote.tmg the wet ft- damage caused by water. The Contractor Mall At I e -Wreim remove a pnmp,ng, drams,,, W,hn, or oth.-se. any -.ter whrM may accumulate - be found m trenchm and ;her evawtion> made under this contract, and dull form all pump wells, sump, dams, hump, or othe, wort Hoosseary to keep trenches and ;her asuvaten. enbrey clear of water while Pipe hnx and atru res and Char foundaboro are be," bunt. Newly made masonry shalt W, protected horn ders". resultg friorn A.-ter,ng work. by use d cans. tar paper, - by cuts ;her xffiaent methocb as mry be approved by the Engineer. The Contract -.Hall at all bmx, here wfhaent p,-F,,ng-.1n.ey se that sb,duroa will be burp rn the dry. Eauvabon and trc-hse ,hall he dewatercd ,here newseary by me of .W- drams, pipe wderdrers, or by use of wall pones. Pipe used for wderdrens shalt he of ample site to dewater III for proper dr je during sorstrI work ripe .hall lea sabe.toe-wment Pipe.-mlgated mete - rVC, As haslr,after epee fled. Areas to be --ted and tenches .Hall be --ted W -Al, adda'onal depth as required W lay underd-, in a bed of dean gavel or broken etas. If a well stem is system used for A.-ton"--bom, well porn, shall be ,paced and An- W a depth W thoroughly dewatar the -A r-lbon - All de-tenrg, regardless of mel hHall be accanph.hed -That adegwW bearing upct,y of the sole reached W allow Atabk wppwt d Pips Ise., eb,,-se, and foundatr-'. Removal d ,awl `II orate In the trench without prowaon of -Me trio-h bottom -pp- for Ppmg or tit re, does not ­,,te adequari dews ". The Contractor shall him en, install and me ntm, all dranage ay,tema and punr,ng equ,pmsnt necexary W keep gr:un,l water laud At an .I -low ,-ug9h -that - .tructues be be burg under the Contra; Ma11 move. The CodracCor'HaN coretrud resseabatement atncWro is around Al pumps or machnery that must ran after -&M hours. These atnldurm most provide sdegwt wand abeorytion te prevent, dear..- of the rube. Water hoin trends. and -bon. shell he d'epo-d d in such . rrunner a> ,rill not x qj1 W public hush nor W public er "be property. -r W work oompletted can p the biro. Noce d highway,. -r uu- ,ry interferer ants u- d ors by W 1y. brask'M or Wad waver from trene,se and --- shall shall W allowed W de ,ha,ge drrecty W a etmam or natural dninagr. rouse lead ,, W a stream. The turbid water can be 4-harged orao the gr-nd rro,dmg the .ub-quent ­11 does not crorta a WMad stwbon in the atre,m. Where ground application createe or s likely W .,sate WMad stream ":odds-h, Che Conbactor wall he rcqured W detain the bend, -"-on water m .temporary-din,eritadon pond Z.F.-I., method A-ptabe W the Engineer. Uponpi d eeneeno bon. all temporary .sdimenteb- pord> ,nil he filled ,,nth natwe matevl and the axe restored W it ongrnal oondrt-. Ilk A -,j -} City of So. Burlington 02540 EROSION CONTROL WORK INCLUDED: The Contractor shall eany out hie opernInabe , such a nanmr t al adegwte protecbon t water oeurep and minim- surf- eroson. W,tm, 7 "lord., day. aka Not," t Froceed on µe P%)e t, Cl,a Contractor shall xbmit t µe Ggm7 for acceptanesGa ConCracCOle propoxd meµocle of erelw Cron are >treem Potectron. No Aork Mall be started on are.. "Loh are hghy odpEible t <rmron, a. indicated by the Engineer, or anthill dating Pdrainage M channW uMll µe mshod d ero'ron ooroh t em be rtoyad w the _,_t, have beer approved by the Englraer. The e.,oe, has the auµorrty t hme µe , 0rl area a earth ma Area, , et eapoxd by oIea,,ei borrow and fill opernrors and t droe the Corrtrutor t mmadat area- eentrd -I- t era-nt contamaavon d as' -In, ,trraa.' or other water .canes and areas of wan- Impoundment. Thete msasuro> .hall ixlud but not be hmrted t. My bale check dams, hay boles, for mulch and ,ratu edere _'Idered dearanel blo and pcal byb he Ergaeer. s Th. as osurelooff sk,.11 be ed to the "completed cut slope. an nding, d nrba.lon t µe elemrlb ee shall be As short p PActI"I. Semuld+I,. rmtlatiw d ereron -n rol shrubbery d other deogxd treatment should be Ir-bal Prompdy and wxurrenGy and, the oµa wort. The Cwtraccor anal be roqulred t Inwrporab all Femaner. ero'w -"Cron features Alto the P jeot at the mHlest praslul G.e a> outlined In he, accepted behadde. PIPE BEDDING AND 5ACKMW Rpe bedding and backfill for all wabrlin- aHwl be p rrdl�ated m 5ecbon 022G5. Plpelim Mall be laid w a properee bM d 4' d-and d era -I and -, u.tad for Proper all, a rla sad grade. Sand s gravel, nr Ind"CM w the Contract DrawinS. I, than be placed red unpacted t µe no L""e d µ¢ Ppe thentedrp 9ackfill with excavated materul coritainl, I stoop ro Wrgor than 3' shall then be pl d and come+dad In 6" Ifft, t 24' over the Ppe .roan. Where sub -surface. 5rl-pWca' condlbona --rand reduced bedding or wmpactwe effort. the Engineer ¢hall make A field de r.t1vn A. t whether the beddno rcgwremenb ean be reduced. MI r_,- sM1all use µe standard In outhnea thn sedan red 5esan 02265 for pnconS and an,, Iav-go re'u1Gng from reduced bedding shall accrue t the Owner. FIELD TESTING Except As otherAnx dr-od..11 p" in- "hall be leafed. YIM I— I'd In -.on w bedded a _"crate and Any exyonad II bhAl be tested I— t held PA- 10-Th. Contncte r Mall funsh all gauge., t-trng plug.. _,Mand all oµo, neraoo,ry aylpmeM and labor 10 perform leakage AM Pressure test. A sectnm of in approved longµ. Each -hied Clan d A minimum d one thousand feet ofpal Mall bo 4,tad. All wate rcquorod tar teMing shall be Potable.eo Potable. All flon, Mall tconducted in the enema of the englnpr. The Contractor shall mat µa newoesny promaom t tap the Ppe rt µa high ports e afte,r located at h,gh Pornb n yv he usedII I for r release r-1 usu theOf a If�ra by the D Enoneer. If and when oOnstione develop that .11 susMM eonotrucC,w c"rabone for airy The p-, and leakage testa shall be performed n A -Ironed tart whah shall be appremable length a I—, the excavabon and embaMn,ent arena shall be shaped 1n for , durat". Of Lwo horn at 1 50% a "Mal oWrNu" p es-4 Or 200, Aud, A manner µat µa runoff a water may be In OnoarteJ AM diverted t Po na, whichever a more rn the has at the I--- ekevAtrw. tasks, shall be dehee A. the -hero Imet aro'- shall moult. Slope al- -hall be Installed As soon A. p-able t q"ntity a wake µat moot be aupplled Into µs newy lad pare t na,ntam µa Iesk"o »rat In Trying µe rasa(. 1} µex preventative measure should f a1 and an tart prepare IRA, the pipe has been filled and the air hab barn expelld. No .PP No amowt a mat,ul beglro to erode Into A n-r, stream or Impoundment, in,tlatron veil be accepted If the leakage Ie greater than that determined by the µa Contractor eh.11 ad urns dlstey t caries and present further -on. formula: eroaw wMrol -I- hall b. continued until the pemun.nt drainage 1-11to. haw been c=`uoted AM until 9- w bided blo a aPecully rrobibcl shrubbery s detabhohad s ufhcaMty t be an .Recto- 6--ne ASn ermlw. Unloas oµe ao appro-d a wnbng, mechanopd egmpment .full red be openfed m Iwo Mr -map esoept may be r"In to wmtnrct change in G+irmnl and pennaneM or temporary ,Gvckures. Riven, at-., aM ImpouMmpLe shall, nowAs soon p eenstcbon wall all, be cleaof red all false wort, plbng and deb- by the wmb u,bon operabom. The Contractor shall Parfo- all d the atonn ware and erosion control spemheaboro AM details shown w the Contract Drawu qa rncluding 1netalWGon, m,Intenan" and rorn 1 of tampdary damn AM Inlet ProtoetIon. 02555 DUCTILE IRON WATERUN[.S AND RELATED CONSTRUCTION WORK INCLUDED: The Conboetor dull fumM, install are test all wit, -,no and .Ppurtenno» A. oMrosted In the Conraot Draannge ,M 5pemheat ere. MATERIALS: Pipe for all watHima .,All ba ductd o Iron Ppe Of µe µicMee clot-s alpgnaCM w CM1e Plain. The mpmum acceptable µicknem pipe Mall be the µlcbleoe CWse daagnatM on µe pWno. NI deblo iron pope all be centriA,galy M m mod. AM shall conform t Lhe lafis rovro,w ofAN31 94ndrd A21.51 . (AWWA C 151) and AN51 5 Andard A21 .1 I (AW WA C I 1 1). Rubber GasketJoun a for Cant Iron its Ducblo Iron Prexune Rpe RtGrgs red AN91 Standard A21. I O (AW WA C 110) Gray -Iron ind puctlle Iron r,CGr,. 9 inch through 4B inch d Water and Other Llqud. NI dcbW iron Para bhall be oemert hoed and shall conform us, 5fend.M A21 .4 (AWWA C 104). CenerlbMobr Umng for Duarle Iron P.p. n Gray IroPipe and Fitting. fur Water. NI Ppe /anb, shall be the punt -on type, eicept for pint A hLGnga gyred vA- which hall be rudemn sal p,nt, wipe noted oGaranx on tha Plap. All htbrlq..M11 have body µ.hones and -I. d curvature -"taming t AN51 5tanderd A21 . 10 AM pasha" pinta she I' -Moon t 5aet or e 1 1-2 µrough 1 1-5 and 1 1-7 µrough 1 1-6 d AN51 A21. 11. The electrical -M--ty of the Ppehp and attached-rv,ca. shall d malntainM rt all )ant. Lhrough µe used throe bra» wedge. at mho JaM d with wnducbw .hype. The elednul conductivity M the p Ml,- ..rein all wupllngs. wN-, and titling' shall be m unauned µroe a ugh the use, corn t atrlpe. No eoupling,'he [ be mda at airy pant on the PWhne or attached a.- w,µout rnwrporat ng pn-srop t mairit'n aledn"l owductnty. Mechanical p,M, ductal, iron Ppe Mall be Gs, tu.l ne•» Class a -goatee on the FWro, AM Mall be unsWed al -,.no vemfied on the Pa. Mechanl"I /mho dualle iron " h." _,win t the 5pecrhuGws for dash. ion Ppe, d"art for iitbrrg' _,on shall be mochnrul /mho Anti, body th'a.- and radius d curvature wnf-,raj to ANN A21 . 10 and mechameal jonev ul ah shall be m accord wµ Sectwr e 1 1-2 through 1 1-6 of M51 A21 . I 1 . Ali pipe and Rtt1n9- Mail be manufactured by U.S. Rare and Foundry, Co., Clow or an apprwed equal. IN5PEGTION AND TESTING OF MATERIALS: NI us ion Pope and fitt,ng' .hall be -Meted aM tasted In accordance with the m.nufs euner, -pecihutioro and the do--.onAd AWWA 5Wmhutene. The Cwtr.ctr shall h,nl for epprwal, corGfiubw Iron pope mnuf-turor that all teat have been Performed anµ saGokctomin ute. aim.. Pope Mall not be Ir_IW wnhout the Engmee/a approval. HANDLING: Rpe, Intrrlge Andacts»one Mall be earefully handled t a -Id damage. Pner to dot d.-seta"- d the p%pct wort by the 0w µe COMracLor shell nOAA- -rry Pre or accee,ory found t be dsecb- at any tame. rnclud'" after it ha. been installed, at no dpenx t µe Dan The Contractor', attentan a called t the fact that Che cement Inns, Of the PM a Rude bottle AM .penal "ro IhOM be taken In handling. All cutt,rg ,hall be dox with A masons having wheal cutt re or kn- adapted t the ved. NI cut e purpose dcept a oµervnse approncb Mall be m,x eaad bW for posal eraeb"uxd by catbng. NI Ppe "boas", oraclo shall be r jetted. If cracM occur in the Pipe, the C.-Iotor may, n h,At � nt, leant Cwal-h the �nch enlhomhkha�s,ble Ipaa d µe cock and ux t"Vorou pre the sound portlw of the Ppe. NI pipe AM fitting, Melt be cleared of ill foregn matter AM dabrA end t imMls-n and .hall bs kept dean until µe bins of acceptance by the Owner. LAYING PIPE: Ppe ,hall be Wrd upon a CronM bottom red bed Prepared p Ind-td w the Control, Drawn p p>ppihed In µre eectiw. Each MM'h.11 be I'd ton t Iona AM grade and ao lad - t form A tght,)o1nt with non dJmrnng pope. NI Imtallatlw d pipe h I be dam in ar 4.2 with AWWA 5.MaM CGOO. As all Linn when Ppe Isyirg I. not -cW.Ry m progre», the open end. d the pure Mall be doted by t M"ry watertght Plugs or by other approved meare. If water o m µe trench who work a resumed. µe plug ,hall not be removed until all dngar d water ."term, the Ppe has passed. Then .hall be a minimum a sot feet of cover on all pep and fiWngs. Tha pp, Mall be oratAlWd m trench- and at µe I ne and grad shown on thn Contras Dnanrg'. Any dafleaan ,t Jarb ,hall be within Ga 11mrb >p-Ifiad by the menuhcµra. NI plprng and ap"---, coon .cted t equpmort M+II tan ,upPorted ao µat ro I'm will be i' d w the equrpmeM. (If the equipment manutaaumrh apecrfiuGon. rndreat IF - the, p,pe Imd Are not t be trar>krred, the Coruraeor shah .ulmut "rG}lcatron a 'anphar,o). Thrust block. a properly ,n.talied be rod shall be -tilled w all P1,95, t-.. and bane deflecting 1 1-1 /4' d mono. Care Mall be taken t .-uro that oon re whl riot coma In -.nth.. osa anµ flan,-, pIM> a boob. The roqunodd area of thrust blwb are IMlrsted on µe Co F2n9 Dravnrge or .Mil be a> approved by 11 Erglnee. In Imtance where the use of afferent typen, a p res, realuire panne. the COntro shall funsh and _LAII all necp adr_ NI trenching safety Its—, shall be. codormare. and, cry aPPI_bw 5tat And Peden! gudehnp. No walWng w or working over aMo after they Are lad except AS nu)' be n¢ce -'Y In male g )omb, In planing oradloo and 1n tamping badd,ll msl,Aml well be permitted uM,l pare. an bae khlled As spanfied to a alpµ Of 12 -tuna. L-9D R)^.5 I Where L e, allowable Imkag- In gallop per hour, 5 e, the length a pale being tented, D Is, the nomlwl damater of the Pepe rn aches, And P s the awrage tart prepare in pound, per square inch gauge. Should any 000bon of pipe fell eµer µa pnpune - leakage teed she Contractor shall ae Ahrng neceaeary t locate and reper d av repla" µe doted:- Ppe. fittin,A or/ante n -.span- t the Owner. If for and nou-n, µe Engrnxr should alter the fore,"", procedure. he Contractor ,lull --,n ,_,Oro bI, for µe bght I a the I- within the above real. a Ms. DI51NMCnONI CherA— a µa water man anal be oend teal any attar the main has bean eat alsctony L IM red flushed and A .aeon Itream e, obtained so detmmned by µe Cngm-r. The Contract, Mall lumsh all Wbo,, equ,pment, national. AM Cod. necessary t ds,nfecf µe pipe and apWrtmncp m accordance onµ AW WA Standard for Dlmaeaing Water Moro CGS I latest _.:on. The corrtlmow feed method ,hall be performed under tot 'uI__ d µe Engine,. Tha dslnfeeron procm..Fell be d-mad acceptable only after esmploa d water from the flwhM dn,iikcCed main show foul", by archer appro�-rd Wb. ntaminnron based w Hmnh Department t-tire or VALVES, Ail -rare, for waterline. M.11 meet µe requrrorr- , a 5CaIw 15100. HYDRANTS: M hydrant ,hell meat the raq-rem-Mil d Sesw 15109. FIpE INSULATION: I. Ares. where there a nsufhennt cover (Ise. Woo µ.re fi- And aro haff feet) due t -war pipe, et. an Irel-ted on the Contract Dr.anngs, all pipe, f llbngn, et. shell be ,"walled. The I"ulabon shall be of eaG+udad polystyrene AM haw a mimmm µr uckp n. ofrro 2 Inches, And shall be tA,walled sons Mar- anµ the msnufacbnr. d,ract - Tha nent.Ow ,hall be Styr t.- 5M, and ,hall mend Ga pies>Iw etnngth mquaseneMa d A5TM D I G21-73 AM .hall " ao ­Ars d by Dow Chem"I Con,"My. Mdland, M,Mrg,n. RECONNECTION OF SERVICES, N1 so- t µ- blab", water main "lull be reconnected t the new main onµ pipe a egwl sue, and ehal! " proaded anµ A oerpornlon atop a calve p Yplwble. 02560 SEWER PIPE UNT AND RELATED CON5TIlUI71ON WORK INCLUDED, The Contractor ..it "--h and ,mall all pipe.. fitnge AM albs It. t. new , for µe Irobllnwn of gr y sewers, force mnro. and all apPubesnt wmC,aelw shgeaI Gaimney rs , ineMding ch,, --- --ore. µn»t bbcb AM rt aµer rdM name sonad teal w µe Contract Dr-n p and as specified Mrs.. Th. work Mall also Include b.tirg and Placing the'yAtm Into pGM.sory operniw. TYPES OF RR, Type of pipe which ,hall be wed for the -now pale I wort arc As folbwn, A) Gr..,y 9.wa„hall be PVC .ohd wall pipe meetingem A5TM 5FhcAbw. D3034 or r679 d an ,Frr-4 egwl. rVC SEWER PIPE, PVC xwe, F'M Mall conform In all _pet* t the latest roviaw of A5W 5pea turn 03034, or FG79, Type P5M PoWrryl Chlond (PVC) Sewer Rare red tfu, r , 5DR 35. Wall µ.knees of all PVC 'Pe stall s IneAST" Spemfi"trono for 5DR 35 pIW. All Ppe AM fito-lis shalt be eIAArly marked As follows, Manaadue's Nam. AM Tredemark. 1,1 n 1 Rpe Sue Makeml Dprgnbw 12434E PVC Legend Rype P9M SOR 95 PVC Sewer Plpe or'P5 41 PVC Sewer Rpe DeaSn ASTM D3034 or r679 joult:Ahall form t A5TM D321 shell be puel+on type sang cry-talle gaekse, red a con D3212. The gaakeb Mall be Wctory Installod. Tha Ppe Mall be flmnlMed 1n nom,ml 13 foot Iangths. 9uNaient numbers d Mort O"tt and M1uly machinxd fittxrgs "hall lea provded fd use at rwnhdp. cNmneys, and nedaw.. All oomearone anal ,square the use d m.raacWred frttu q., fatal fabnostM, ,addle type conneetioro mll nee be cone,dered ac"ptabw. Any Ppe or fittng h- M A cock, or other defect, or w -In has re -wed A -re blow Mail be marked _Jetted AM removed At .rice from the wa* are, NI fold wta am t be mad A SO' t the Ppe centrlrne. The ooaractr Mali bevel the out AM t the name angle as µe factory bevel, remove all Intend pu rrs, mmwro AM! Ales- n , harag mark on µe pare before ate<mbhng. The pipe'"talked under the orxlfi"bw ,hall be nota!!eal so that the numl deflection, Inessued A, dasenbed below, emit be le- than 5%. Deflxbw test .hall be pedormed w all HemMe Ppe after tot final t,-khll III, been in pia- for at bast 30 days. The defkalw twat ,hall be run wing A ngd Mn , nerdrel having A dumetr equal t 95% of µe mad dana[er of the pare. No mec,__I pulling dew-, ,hall be used dvnng the defearon tab. NI Ppe not meet'", the deflection test 'hall be rc-du-,Caul and reptaoae at tot Contractor's -M-. The manhole Aatr e P pal et AM otalnlps reel cW-F a Wy must be approved µ by e Englxa poorµ the aetaiWGw of ay Ppe. The Conbasor .11 submit ce Weau on that the natenab of esnabr elw have been earn Gated. ,roP. and Ines all the req mend. mcWding wall µlcknpb ,n aoeord.rrce Anµ AST. 03034 a A5TM 1679 for an Ppe and fitbrg, t be included In us, pnIject work PVC F.P. shall not be mstallM whar tot tmpaytro drop. below 32T or Soar Abe- 100-F. Dunn, wld weather, µe fi-donty and Impee re --- d PVC pare s reduced. Bttr, "ne I, regmred w do handllrg PVC PW dung wad weaµar. LAYING PIPE: Pipe ,hall be Wd upon A µexh bottom and bed prepared 11 md,"ted In µ w µe Coaract Draanng> p spemfied u aact,on. NI Ppe'hall be, ",shanty cleared just before Wynne. Each Ppe ,MII be lad true t I'm AM grade Ao 1'd As t form A tj* )omt ants next djoin,r, p,M and t bong Irneb wMmuma. Where shal LM palm roqulrc sennm cwnecGom, Y-brarcha. with 6 InM IPuro l be InobI1M In the xwar m'n. Rdi.A P,, 9A>keFu Are res noel Ab For the xctiw. No -Ile" on a Aorlung over Prp after they are tad „apt p my lea nap„cry In malung prnb. m rlwrg .,dies and In tamping backfill mat"I anal be PermlLtd unbl pipe an lrgPMpelWd p epxe pt • dapµ d 12m- ww l.tcms11oaribdcntraDanhg Open AM, a branch- and Pares when eo ristea ,hall be sealed with Itoppen w by egwlly efl'ctlw meµod.. More now Palo are W Jom exnGng war, tin Contractor ,hall do such- p u necpesry µ make wnnectloro. FROST FR.OTECfION FOR SHALLOP/ 5CNER5: 5­ Anµ Isse than 5-1/2 Feat a -over the crown d-hero Ir,dcated on µe piano shall be protected aV"" ft-.g by IrotalWtan d 2' µis Styrofoam 5M insuWbng sheeb anµ a Mfl, d 3 feat a Ma" µa pipe dumele whldr ever s Siesta. The d sheet. Mall be placed 6° above the crown of the sewerRa A_Pactan the 6' Irk rmmedutey .bore c Ma bear made. Cara shall be -boa by the Contractor dvnng bAokNlthe and aompaeboo aver µe Styrofoam ah- t Pr damage t the sheete. Styrofoam SM shost> shall meat the wmrrabave ­I.r-qure- of A5T D 1621 AM .hall be As _r0aetured by Dow Cheml"I Gantry. MdWnd Ml lean. LEAKAGE TESTS AND ALLOWANC15 FOR GRAVITY 51TWERS: The low preplan - tent anal be -ad t .Irnu do rMrkMion or exM1ltradon rate mt w out of all gravity Acceptance d tot .ewer shall depend upon µe sab.factory performance a the xw, under t-L conditions. The - shall be performed on P,0 be-, ug.eart manhole aka backfilling has been wmpleted AM compacted. All ea . or ben. ubl, aRemateAM. eawnev fptaned t Santhstand thee A tent test /oIM ape. or aecepta Pre»uro. Soho plugs a "pe .hall be red,y ,movable, and µsr e sh all all prov,de a )ant suitable for mabng a Hdible -jM lat eral connrsiwror eatrolw. Pnor to tpbng for a rtan o. the Ppe should be cleaned by "-rq through µe PP-, A full Saul-,queeg-. It -ell be the re-pon"brty or the Co""""' to haw the pipe clean. Tha hmptone shall M A ealc,be a dolo ales ground I, r_I onO -,In" not le» than 05%d total ("Imam d'"'es,urril "rbcnatea. The I"obtOne shall conform to µa r.,.no rots of all state ere kdenl regut and to the Standard of µe A>'wutan of ORcui Aq roulturaI Ch=, TM1e I nlestone shad ba hanahed In new. denseled and properly labeled bag. not--.d,ng 100 pounds eeeh. Caked a damaged Ilmeo . snail riot M aweptab s. The hmestoro Man M Aprlled at A rate of I ton For acne - A. dlreoted. Urban Mu Wa1g1t Lbs. U- Seed Per Acre 37.5 45 31.25 37.5 31.25 37.5 00 I ZON 11- -,Va.- Swale Mu % By Weight 47.0 47.0 Im r.dh.bly fen ng µe pipe damn,, the P.P. notWbon 'hall be tested wiµ 6.0 low-prc,wro air. r shall be el -Wiled to the plugged Ppe seed.- ur*II Ns, ,nterml nr Ore= reach- 4.0 pound' per .guano mho greater then the . ". 100 back preseuro a airy growam und ter that ay but n orgd µe pare. At least two rmuten .hall be allowed for temperatue r.tablhartron bMde proeeerhng furµer Corroerv-GOn Ma The pipe IIm Mall be oom,d sod acceptable, w w tooted n an .-¢rage Pre>eure of 3.0 pound F, .qwm inch greater Gun µe average back p AAWM of Any ensure water Gut my submerge the Ppe. If: (I) the, tool rate a air tans from any aed:on teotad In Ile .M ., between manhole AM desnout -urce does not dpendd 2.0 coat feet For minute: a (2) the -.- order tend dap not lox Air at a rate greats an 0.0050 cubic feet per minute per square foot of Internal PIP- aorfaeo The requuromenb a the-peuhuG- shall - oonedend sebefied d the time required n ,staid. tar µe pr.eauro t decrsax from 3.5 ar 2.3 pound. per square h great rot, the avenge ressu back pred d wa and grounke Got may eubmergn the pipe I, not, lase than that wmputed act-rd,ng t ASTM C828. Mrrnmum Test Tine for Vann» Pepe Sae Nominal Turns Nomlml Thre Ploe Slit min. / 100 k. 1,- 5- min. / 100 k, 9 0.2 21 9.0 4 0.3 24 3.6 6 0.7 27 4.2 B 1.2 30 4.8 10 I.S 33 5.4 12 I.B 36 6.0 05 2.1 39 6.6 B 2.4 42 7.3 If the pipe inatallat,on fob to mend those requromeM., the Ccetx shall dot[ .Im at hI> own dpenx. the sauce a ,carte a leakage. AM Man ,spar (d the .Rant And typed Z1n proposed by the Contractor yapur ,es.onablo t tha Cnap rerboe all def-_ instal. - wrorWruroh,p. Tha co,npl-t-d Ppe rrotlabon shall mend the requiremarb of µ. tart before beone owedred acceptsble. Since tot, test does red deterru- µe, bghtmae of-nholon. they shall be tested so,, a ,y. The dhkration Isakaga allow.rroe Out of --holso Mall be no ererter µan ry I gall- M, dper --I foot to not The -I"- -hull be filled anµ waterµ A pant I foot .bow the Shost pint between manh 1. aecbore. In area- d hgh ,jr-M water, µen .hen he no viable I-k". due t rnhhratn n Vaa,um testing d manhdp shall alx be wnadeneal aweptable w,rg µa fdbanng g'dhma: The test shall be do- attar a»ambly d µe maul,... The mnhoW t pipe -""soli-,hall be fldlble. A 60 in Klb. torque wrench shall be used t to htar fine oterrul cWmpe. All IIR hales -lull be pWgged with A non- n- mortar, p .epic-d by the en,Ixer. The -1 bet--n -M. x ob shall -approved, preformed fldrble mantic Mr A5TM C923. The completed manhole Mall not be WckfilWd pod t -4. Mnhd- wWM hauu been backfill.d .hall be exravned t pose tt entlro eatnd -nor t vapun Cahn, a the nunhole shall be tested for leakage by means of a bydro-tarn tend. Intend pippiing and plug. Mall be adegwtey brawl t pr-nt movement. A vacuum of 10' d Ng IhNI be drawn -Ou one manhole. The manhole -hall pax µe let 111,0 -wain nmalro between 10' H, and , Hg for At I.- two minute'. "Are aFp1 tale, all sou ...,xnotary .aware shell b , kept operational until new work has been fated aM apprised by the Englraer. At'u& tame.1 xwe" and xwe, xnrra' -hall be wmacbd to the new xwe,. CLEANING OP FirrUNE9 AND AP URTENANCE91 Upon complebon d conotnuchon, all drt and other fe uen mafenal du11 be removed from pipe tame and µsr appurtenant con-Gu Iloon. No matenab M.II b. left In µe Ppe Ilnp µ Impede normal flow µrough them. 5EWER SERVICE CONNECTIONS: Where required on µa pia», xwe, a --hall be --ad of 6 Inch Ppe unlese otheranx need w Gin plane. d µa type materal op -A- under the, ,ectlon. The pro shall be lid and ""1 _4. •s nx qulred 0, we, conetmaiw In tot. ape ,fi"tnm. Open ends d Ppe Mull be, property sealed! t prownt da mage and IntrvsI- of fnelgn matt, -hero hookup t Lhe buldrng sew, e, not oe nodeM with xwe, mom comtn,ctron. Able "n"y, are Contractor Anti rr-vide A stable temporary marker approved by the from the bower -ran- Invert u t and rnotrudIn n a 2' a th a I-1/2' PVC pipe, P and protnd,ng no mare µan I' above hnlMed grad and -sated n for l.. the ground, for sax ,n rebut", the end d sew, xrn- connection for hods,g up µe burlan, sewer. In the Cabo of roconnecborl of dlMlrg aernca,, wch re-nnecbom ann be made only altar µ. row xwe, mein mb been completed. testae, and accepted. 02650 PAVEMENTNlR.re paving ,hall -skim t the IMest edlG-In d the Vermont ge Ancy ofT-oportaGoNe 5tardard Spemficabom for car. oh,uotlor. 02820 RNAL GRADING. TOPSOILING AND SEEDING WORK INCLUDED, The COMr.ctor shall be r-M.101. fd final grading, topealtle seslog. and setabu.nng a M1-khy gro- wither tot wrnbae hrnb - As Am-& by the ene,m,. Retordron shell occur w,thIn 7 days. T-MoIl von come iron mate"-! .CooNpled w bite. GRADING AND TOMOUNG AND SURFACE pREPARATION: More -qurM. area, t be hmMed anth LoMoll am, be of -need of all eta->, dbne, and other fund of rubbmh. Aker arms haw been brought t proper Aubgrade and approved by the Engine-r, topwil shall tan spread t A depth d 4'. due allows"- bent mad for settlement. Tapbml Mall not be hauled over, bumped over - packed m, ,n any way, AM shall be left m A loose AM finable wnditlw. NI to Mel shall be free from »brat. gravel, roe. and .tom.. T.Mou MNI real- . uniform aMl__ of ferbb.er, bins, greas a-d, and nwlch ether by hydraulic or dry method. FCrtilaar and seed may be m,ad anµ -ate, AM the mature spryed over the ayes t be seeded. My -ethanol operrtnn my be -4 Ahah wn, pia- µa Imast-e, ferbluer, a-d and mukh, d and wmh rebon of es the in drat oontad anµ the and and whloh meet µe approwl ofµe engineer. FERTILIZATION, TM ferM,aer atoll be a btandrd eenn ermal grade krtlloer AM shall conform to the regiremenb of the State Fertllue Law AM t the Standard Of the Assube non a Oft"' PgnculWral Chemsb. Or, febloer, If used. shall be funsheelm w clear, aealed And properly Wbel M bags not dceedrng 100 pound, sash. Caked d damaeed fsHuhear atoll red lea u ed. Dry krt,laer shall tandem not see than 10 percent ra ogp, 20 percent phosphate. and 10 percent potash and MNI be -FrIod At µe rate of 050 pound. per ems. L,qud krtlllsar d used in lau of dry farGlue, ,hull be aW ed In 1 ,2:1 rats with the mmmum rateµ Include 50 Pound Of Mrogsn, 100 Pound phobt mbe, And 50 pound of potash per - III By Weight 35.0 23.0 15.0 11.0 Lb" Uw Seed Per Acne 20 20 2 42e 1- I.M. U- Seed Per Are 35 23 IS II GO 6 10.0 10 OD I OOP II- a-d/- 05550 MISCELLANEOUS METALS FOR MANHOLES AND CATCH BASINS WORK INCLUDED: The Contractor shall m,tall manhole frame and coven p outlined and at I-bcr> :M-lL d on the piano or ae duetted by the Engineer. MANHOLE FRAMES AND COVERS: Manhda tramp AM raven ahall O hs- t P d Mall b d standards, Ao al-e ate l on the Contract Drawng>. ramp an .were e trt�aceaeof manhole frame, And -c�ll" love Wench Oµe shall be fl-h res rag Name ewClnu-- wntas W,rojhout Char eM�iro urwnference. All non "Ming. shalll be and t1honouumll N a hpprovad Creeping Red Fescw It r,n Wwn) .cuss be awns. LeBar�orr n a "uuaall wrth' �l "Ir bare same deagnted on µe Contras Dravnng,. Mnhok cover shall be marked'5ewer d ,ld0Cucky (Common) useraro Winter Hardy, Parenul Rye ORn-=fe"'°r a w t:Oe As rc,,uned. TM Contractor .Nll pro MA waterproof type mAnhot..were - noted on µe play or As nerpnred by the E.g.— f.+rote, 11Z11 vanVA Pennhrc. ebes) CATCH DASIN GRATES: Catch bean grams .hall be a de'gnatM on the Contract Mnhattan or Dna.rga. CLEANOUT FRAMES AND COVERS: Q"nout frame and coven Mall". tough, vg„ a" d cir�rrout framupMA IM town ag.-' each "l ,e 'hall be machined W gI- c hooua contaa throughout Char mrcune,exa. All iron -s ng. shall be Name µoro ughly leaned one then ooa d anµ ha c"1 tar before bang delivered. Crcep=d fetus 07200 Tall PP Redtop INSULATION WORK INCLUDED, The Contractor shall ha reoPerabW for furmMmg and mMallu" all mulet- d Cha types µ,clmese ,nd in the I_o_ - !bows on µre Contract Dmm,,A or se required by the G,ginxr. Name RIGID INSULATION: Rgd panel. a dgnded polyntyrana IrouWGon shall bo f-I'md Crp Red Fescue and'rotalled, m "It µicbrebs and in µe loutroro p Mown on µe Car ran Draanrg.. ntup�ing Care should be taken dun', all phase d handing t en -no that parole aro IxWtd Mnwl Reeduegrase from oource. a fire d high heat ante polwtyrem I. a hgmm hly flaable mutmi. Wlrlter H rdy, Perennul Rye 15100 Grp. Nanaty Ppnhna. Manhattan, or amnu vaneGe>) VALVES AND VALVE BO%E5 Mn. C Bs, WORK INCLUDED: Work d µas section Mrtaim to the van-. and wIw boa- to be anised w all new a recorotrvcted watedmee, rt µe lo"Gorm shown w the Contras Drawing. or p di -tea by tot Engineer. All xed'ha11 not a u,abe I % rn weed eentM. A, -""teed et+tament d conrpmrtlon from deskmust , be oubmkted t gin the Engineer for approval and be m tot approved poor t wmmemm�g with soda lg operatloro. Aker µe seed has been applied. Wwn A= h." be Ighty raked t ma seed anµ do ban AM relied anth A II,J - qM rdla to Gw sabefedlon of the Mgineer. MULCHING: W,tha 24 hour d apolrstl" of fartn,zer, Ilme and bead, the surface .hall hat mulched anµ . hay mulch. M.IM shall con.,at of mowed hay property hoe hem swamp gn weedL. p. debro or nth, del- mate--. It Shall be free m rot or fromold red shall be aeosptabia t the Cng,near. Spreading by mecM -I oars W,rig dav,cee mry be used I} approved by µe Engineer. Tha appl,"bon d mukh eh.11 be made In such i manmr that lump. and µick -Polo aro awldeal. When doomed If brush or tree d .take, I.­.rctbrq d Other noth .pprovad by the Ergae,. brawhe, use WATERING AND PRESERVATION OF GRASS COVER, All seeded A='MII be watered and maintnad t the m fi.et- of the Eng,ner. W1µn two wealu afar µe gn» has wine up, any area. when era» seed hAO not 9a -tecl properly a wham the ..I - has been w.,hed d damaged In and wy, -[I be re -seeded so bz;t The ,rase cover Mall be ,,spaded Again by the Englree and Contractor duns, µe mo ah d May fdbvag c-mPlob- of the work. Any areas when grate seed has not enmratad vrsV-M d whano boo wd." Me ben -.had - damaged In Any wry .ban be tognlad and re -beaded As before. 03401 PRECAST CONCRETE MANHOLE5 The Contra— shall oo, t t mrforced concrete nuMap AM drop manhole. to µe drmn.ron. AM at the loutrons Mown on the Conµas Drawing.. All pre"s re ril.-d wnerofe manhole asethens atoll -ream t the later -tan of the A5TM 5Paclhr+tione C1178 d AA5HT0 M I". The foot ng. may be ether with "et-m-Plase, wRh Cale D oocur rate, Or pre -cast AM 'hall -,iron" t the domen.- berated on the plop. 5helvee shall be wnstnuened with Class B oondsa, As defined In 5-1- 03300 of thete S, n6 niom. Irrverb for >eaar -Mal- Mall be An shown an the Plano AM detaAn AM Mall be con b uobM of hod burned book AM mortar or, for ab Iti t rum, w9ldint If Ppe mt In half Iwgitudruly. Invert- shall haw the ,hape e eases of the t which they am oennected AM Any chArge m sue or dneot- *hall be 3rAdual And awn. All wrotmotlon a sewer narl,olse must be "rind oho to ensure watrtght work. Any Ieale In ...hobs, shall be cenlponoy repaired t Che satiefaalw a the Psgineer - the erom st uoturc MAIL be removal and rebuk. NI manhole* .hell be ded wiµ rind -,non manholes, fir.- AM cove, As -p-fi-4 under 5ecGw 05556. All manhdp am t bs provided wiµ wpdymer polypropyleno .." wiµ grade 60 At" reldo_.. These'te" von h.- A mimmum PWI-out Mregth of 1,500 lbs. Precast =rb AM base for mnhol- .lull conform t A5TM 9pemfiubon C47B or AA9HM M 199. The pIW opemng In µo pe t mAnhoIA nxr .hall haw , u "n-place flenble gaatet m an equ nAloM ayaLam for pipe noLau Gan, by the ba soft axaierr (roped fore. Th imanhole cover ,- .hall be es t hrellig a "y akin the box wane paving has been wmpinted. Manholes At be wnotnucted t grade wiµ P_ -",seter a nbrang,. All manhole Irk holes Mall be grouted ,male e AM o wµ dgndable grout. NI ,mart bnckwo't for pr""t concrete manhdp shell Ines the requirement d SrcClon 0421 1. 04211 BRICK MA50NARY FOR MANHOLES CATCH BASIN5 P SIMILAR UNDERGROUND 5 RE WORK INCLUDED, The Contracted .Mil provide end Imtall bock masonry whew rndlrsted on µe plam or directed by the Engineer, for wnebuebon for film, of -nhok ,invert, and for..nar ate,. Ea'h brick "hall be wetted and compl bay beddM In mortar At Ile bottom, skip AM re os In op o,.n,_. aro being u - t fill e-ry)o1M. Bnck.-k.Mil be wail bonded .nd pint. MNI be - close - precGuble. No bock masonry elull be Wd 'n water nor shall any water be allows t nos, on or around and brick masonry ­11 it has set rt 1- 24 hours. No masonry .It be Wd In free" weather. The tank used t construe manhole invert bind be gwd, -M. hard red wlbmrly burned, regular and arson n shape aM ace. Brak used for µre purpose shah conform t A5TM 9pxlhutrw C32 or AA51HT0 M 191 WteAt -,non AM ,hall be Grade S9. Brack masonry lend shall lea lad m Portlnd cement mortis wmposae a wa -Art PoH mend and two part d send, mea.u,M by ,durns, t winch not man than 10 pound of lure .MII be ,doled for each bag of cement. The oemen, .hull be - , efi1n 5eron 03300. Water for inciter Mall be clmn AM only an -mount mdiL st produce - worWble mortar shall tan uxd. Morta-mil be used wrµln om hour from the time the "mats .rob addedµ the mu. The sand for mortar fd bnek meborry:hu all be mformy graded. clean, shAT AM wntau, no grah- larger than "I rot» a 1 /B ,nth mph screen. VALVES: VW- W W 12' In damete shall be raalerl-A-teId eate VWN mesing all .,rhoablo rogwemenb of AWWA C509. •o manufactred by the Clow Corp-.t,.n a n approved .,.I, Tha resultant, we iltadge shall lea Penruronty bonded to meal A5TM D429 tart,", for rubber net 1 bond. Vakes greater than 12' in dameter Mall be doubly dso gate valve. meebne all ar,I-W. Ioquremenb of AWWA C500, p mnuf.abred by Clow Coryorabon or An approved "uAL NI -Ives Mall haw raw-n>Ing stem, AM open oak. All -el- dull have-xhanl"1 )ante In accorda.- with AWWA C I 10. A two ,rich. AW WA openGng mt shall be provided wall wlwb. A T-handled wrens axtrdag A minimum of 24- and A nubs- of 4N' .bow µre ground .hall be suppled t the Owner t open .11 wlvp. The mimmum worlurqg (,—'hall be, 200 "'. The COntraaor'han provide mana.'wrore "ntleabon d xtsf-ctory hydro'trtic -es .S a 400 ", AnLh shut-off tend a 200 pa. Then Mall be .aro (0) Wattage (bubble tight) at the 200 MI test. Valve" t be used ,n who tap procp> and Out rnetdler, must be approved by µe Eng,neer poor t nsnalWGw. VALVE BOXE5, V. bead are to be ,n.tallea On all Wiled vAl b The lode' a AtI be east,non with A mmmu. 5-1/4' du n-r and lore .-Sh t -ran from the wale t hnrshed grade. The brae' "hall endote the opeabng nut red µe MuTbox .1nq 11,. wive. Valve beaeo .han not -for Mad. Aw to whw. C-w, shall be close het," And d,rt bght with the top a thecover flush wuµ µe top a the ban nm. annon Cahall be -aired lvatara w,µ an .mow Ind,"tmg the drect- of µe opening. Val,e boa- nMh be mamfadwred by the Mueller Co., or an approved equd atttt11111a1aA No. 7201 W of A,,, ,'O IIIIt\ ',,1• yn, 4% d/ry7n�j� MOUNTAIN VIEW BUSINESS PARK - LOT B KEY BOTANICAL NAME COMMON NAME CITY SIZE REMARKS \ w �+� MOUNTAIN VIEW TREES AR Acer rubrum'Armstrong' Armstrong Red Maple 14 2 1/2-3' Cal. - B&B, 6' Branching HL r �, �(XL BUSINESS PARK LOT B South Burlington, AF Acer rubrum x freemanii'Autumn Blaze Autumn Blaze Maple 7 2 1l2-3" Cal. (Min.) B&B, 6' Branching HL (Min.) Vermont GO Gymnodadus dioicus PC Pyrus calleryana'Chanticleer Kentucky Cofteetree 6 2 112-3" Cal. Callery Pear 7 2 1/2-3" Cal. B&B, 6' Branching Ht. (Min.) B&B, 6' Branching HL (Min.) \ PGa Picea glauca PGb Picea glauca White Spruce 13 6-T White Spruce 8 8-10, B&B, Full B&B, Full t TO Thuja occidentalis'Nigra' Dark American Arborvitae 13 5-6' B&B, Full SHRUBS EA Euonymus alatus'Compactus' Compact Burning Bush 120 24-30" B&B, Plant 30" o.c. 9(Q VT Viburnum trilobum'Compacta' Compact Amer. Cran. Viburnum 6 24-30" _,,,�u�• p,l� B&B, Plant 30" o.c. a�'"% •�orP"r -� \ PERENNIALS CV Coreopsis verticillata Moonbeam' Moonbeam Coreopsis 8 1 Gal- C.G., Plant 18' o.c. MS Miscanthus sinensis RF Rudbedcia fulgida'Goldstmm' ST Sedum telephtum'Autumn Joy Maiden Grass 2 2 Gal. Blackeyes Susan 10 1 Gal. Autumn Joy Sedum 12 1 Gal. C.G., Full C.G., Plant 18' o.c. RU55EU TIL EY NUF ��'^' ± .\ -< \ ,- ^\ C.G., Plant 18" o.c. '� ,' ' SE GROUP PARKING LOT TREES r, planning & design l Bwlinglon. Vermunt 05401 Phone: 802 ( ) 862-0(NS TO SATISFY SECTION 13.06B �-' r _ .-- -�"�� 1— (got) 865-2440 3-GID _11C P�izzagalli Developer SE ETAIL A/ 1.0 FO IGN P IN t \ 50 J,y Drwe Soum Burrnytm, VT 05407 eozsst.t3ts INF RMA 10 6.5T ""- 1-MS 10-RF 3-VT TILLEY FAMILY \ �.�U" 6-ST ENTRY SIG' \ V '� IT j _ .! --VA t \ UMrtED PAKPA ERSMII A 1PGaI`, A ENTRY SIGN PLANTING PLAN _ b b ohs arso /1 SCALE 1' = 10' ' s tea 2-PGa 1-PGb s".. a e ^ +.- °,r t ... 2 P 1 I— 30 \I1, # 1 \ Data 02.0604 17 Dram BY MKW \\ e TO `\ t checked eMKW y. ReAp— -m�vnn, TwSi�xia__ 1PGbrA ,\ 1-PGa 1` 1-PGa i-PGb 4-AR ___ I\ 1-PGb `. \ PG 1PGb S" I I u oret xa a ft 1 a :. �I. :r .. -• --. .. PIZZAGALlI PROPERilES. .. MTN. VIEW LOT A (STREET I#62). 4.52 AC R \. 2PGa wr i-PGb ' _. \ 1 PGb \ S \ Tift PLANTING PLAN p -- T-, ------ — - /' Sheet Number: L1.0 5TATE OF VERMONT - IwDt5TATE 8o �wrn Tec. - ntON nrt Mtrn MA tic ur ON.-a'b.l♦N9.W. Wn1tn1 Project N—ber. N202 File: L1.0.PIan"P1xl.d V NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, �. SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. /'q Bey � o MOUNTAIN VIEW BUSINESS PARK LOT B SURROUNDING SOIL SHOULD NOT NOTE: EXAMINE ENTIRE TREE AND REMOVE O ® South Burlington, Vermont EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. op SOILS ARE PRESENT F IT 1 1/2' NYLOWCOTTON WEAVE TIES WITH 3/4' GROMMETS TOP OF ROOTBALL TO BE PLACED AT SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE SAME LEVEL THAT IT WAS WILL BE REQUIRED IF COMPACTED y 1/8" 7 X 7 STEEL CABLE FASTENED GROWN IN NURSERY SOILS ARE PRESENT W/ (2) ZINC PLATED CABLE CLAMPS. • SLIGHT ROOT FLARE SHOULD COVER GUYS W/3' OF 3/8' DI0. SLIP a BE EVIDENT WIRE TIES W/ HOSE LOOPS, TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN O PLASTIC TUBING. 2' WELL COMPOSTED BARK MULCH SEE SPECS. IN NURSERTY. SLIGHT ROOT FLARE SHOULD ._ TURNBUCKLE, EYE &EYE, ZINC — FASTEN WIRE BELOW POINT OF BE EVIDENT. PLATED, OPEN LENGTH,STALL CUT AND REMOVE BURLAP MAJOR BRANCHING OR TO MAJOR DIA W/TURNBUC THREAD N TURNBUCKLE . IN FROM ROOTBALL OUTSIDE TRUNK Y WELL COMPOSTED BARK MULCH IN OPEN POSITION. PLANT MIX 2 k HARDWOOD STAKES. ALIG 'SE GROUP TEMPORARY WATERING BASIN • 3 PARTS NATIVE SOIL STAKES PARALLEL W/ ROAD/ WALKS — CUT AND REMOVE BURLAP FROM ROOTBALL • 1 PART WELL COMPOSTED OR PARALLEL W/ DIRECTION OF planning &design (3) DUCKBILL TYPE ANCHORS COW MANURE PREVAILING WIND. RE DETAIL EIL2.0 PLANT MIX ALL STAKES TO BE CONSISTENT- - 3 PARTS NATIVE SOIL 131 Cha h St — - FINISH GRADE TEMPORARY WATERING BASIN - 1 PART WELL COMPOSTED COW MANURE B.dimgton. V--f 05QI Lam) �� BREAK APART EDGE OF EXCAVATION .� FILTER FABRIC BREAK APART EDGE OF EXCAVATION' „; FINISH GRADE - a : (eoz) s s-za4o f-: W/ SHOVEL AND BLEND PLANT MIX GRAVEL W/SHOVEL AND BLEND PLANT MIX r-0•I � - - FILTER FABRIC k , ,.-- TRANSITION TO UNDISTURBED GRADE. / / '` W/ EXISTING SOIL TO PROVIDE-- 4' PERFORATED PIPE WHERE W/ EXISTING SOIL TO PROVIDE. GRAVEL \,\'\/�\/ —� UNDISTURBED GRADE: APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN. TRANSITION TO UNDISTURBED GRADE — (—III—III — — 4" PERFORATED PIPE WHERE _ — III III- APPLICABLE. PERFORATIONS PC ESCAVATE ONLY TO SPECIFIED UNDISTURBED GRADE LAID DOWN UNDER DRAIN PLANTING DEPTH TO ENSURE T-V 1' AS I i' 1'-W EXCAVATE ONLY TO SPECIFIED ,•_ • As RE •D ,._ p i z z a g a i 1 i STABLE BASE min. see specs. miff.' PLANTING DEPTH TO ENSURE �•- • P r u P... i" no STABLE BASE-0' Developer EVERGREEN PLANTING TREE PLANTING South Budir091—. VT 05407 A 0.65 131 802.851_r315 SCALE I/4'=I*-W p--evertree.dwg SCALE I/4•=1'-0" Tree Planting.dwg PLANT SPACING 180 ALIGN STAKES PARALLEL r. W/ ROAD OR WALKS 180° PLANT CENTER A D EDGE OF WALK OR CURB PLANT ROW Scale: AS NOTED NIIABErt of D SPACING •P FOW •A• RAni99Q FT. ALL EQUAL OR A. TREE STAKING ALONG ROAD OR WALKS 3r 0.c. 31ID -u A D D AS SHOWN ON Date_ 02.Gs.04 xe ac AS PLANTING PLAN D 0— 11.16 lr ac OM' DIRECTION OF PREVAILING WIND Dam By: MKW —a &W Im roc. — 1'.e0 Checked By MKW e•OL. Ste' 4AI BPAC"IOV ROW'A' PlAN189Q Ff. ALIGN STAKES PARALLEL Revisions s oc. sl.alr as W/ DIRECTION OF PREVAILING awKr otwimlEs OEtEmlxm erlullLTwLrxp ABFA,ea Fr./ 10.c. 41.sr G.o7 WIND. ALL STAKES TO BE m wsem ar nknstso. rr. FOR PEalmm sPAaII� 3e o.c "w a12 -0.c x.ov CONSISTENT. PLANT SPACING PLANT CENTER ate z4. 0.c m.�e• o.m NalE ou'xrrrYOB SI1R41BS ANO ePACeiG AS Norm M PtNR31G scRBOurE B. TREE STAKING IN OPEN SPACES PLANT ROW - O SEE PLANTING PLAN FOR SPACING FINISH GRADE AND QUANTITIES ---- SEE PLANTING LIST FOR PLANT SPACING ---- SET AT ORIGINAL PLANTING DEPTH MULCH, AS SPECIFIED FINISH GRADE SHRUB ROOTBALL 120° 120 3" CALIPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL r+ e _ - .- -.- PLANTING MIX 120' W/ ROAD OR WALKS MULCH AS SPECIFIED AS SPECIFIED O O EDGE OF WALK OR CURB PLANTING MIX AS SPECIFIED ra aff PrAN SUB GRADE SUB GRADE C- TREE GUYING TM. PLANTING DETAILS PERENNIAL PLANTING SHRUB PLANTING ��� TREE STAKING LAYOUT v (j-�� v SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" �i NO SCALE p—stake.dwg Sheet Number L2.0 Project Number 04202 File: L2.0 - Planting Deteils.dwg PC .>. pizzagalli p r o p e r t i e s, i i c 50 Joy Drive, Post Office Box 2009 So. Burlington, Vermont 05407-2009 T 802.658.4100 F 802.651.1307 www.pizzagalli.com Mr. Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ray: April 5, 2004 RE: Mountain View Business Park Phase II Preliminary & Final Review Application # SD-04-07 Pursuant to our recent meeting regarding the above referenced project and our request for site plan review from the Development Review Board, enclosed please find an executed Application for Preliminary & Final Subdivision (Site Plan) Review. Enclosed please also find a revised set of drawings for Mountain View Business Park Phase II. These new drawings include a revised Site Plan (Sheet 1), Water, Sewer & Drainage Details (Sheet 5), Lighting Plan (Sheet 7) and Planting Plan (Sheet L1.0). Changes to these plans pertain directly to comments detailed in the Department of Planning & Zoning's Report dated March 9, 2004. The changes made to the engineering plans from Donald L. Hamlin Consulting Engineers (Sheets 1,5 & 7) are also detailed in an enclosed letter from Jeff Kershner (Project Engineer) dated March 30, 2004. The revised Planting Plan from SE Group has added a tree and shading to those trees that address Section 13.0613 (Parking Lot Trees). Based on actual costs for our first building at the Mountain View Business Park, the base building estimate for MVBP Phase II should be around $1,610,000. This results in a planting allowance of $23,600. In addition to the executed applications, application fees, revised plans and letter from our civil engineer, enclosed please also find a letter from Mr. Errol Briggs of WM.D. Countryman's office, our environmental consultant regarding Section 12.02 E (3) a, b & c. A copy of this information was also sent to Mr. Brian Robertson for review by the Natural Resources Committee. Please do not hesitate to contact me with any questions. Sincerely: ARobert. ouchard Development Manager Enclosures PC pizzagalli p r o p e r r- i e s, 1 1 c 50 Joy Drive, Post Office Box 2009 So. Burlington, Vermont 05407-2009 T 802.658.4100 F 802.651.1307 www.pizzagalli.com Mr. Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 April 6, 2004 RE: Mountain View Business Park Phase II Abutters North & East: Tilley Family Limited Partnership Ms. Mary Roy - Executor 80 Old Farm Road South Burlington, VT 05403 West: Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 South: Interstate 89 R.O.W. State of Vermont Agency of Transportation MVI5P LOT B AVERAGE DAILY TRAFFIC AM PEAK HOUR PM PEAK HOUR TRIP GENERATION (vehicles per day) (vehicles per hour) (vehicles per hour) 4/5/2004 IN OUT TOTAL IN OUT I TOTAL IN I OUT I TOTAL MEDICAL OFFICE 2 1,000 5.f. 322 322 G44 41 10 51 20 57 77 GENERAL OFFICE 7,000 5.f. 39 39 78 10 1 1 1 2 9 1 1 TOTAL 11 3G1 3G1 722 51 II 62 22 66 88 I . BASED ON ITE TRIP GENERATION MANUAL, 6th EDITION DONALD L. HAMLIN CONSULT/N6 ,ENGINEERS, INC. 04/02/2004 13:27 80248F"22 WDCOUNTRYMAN PAGE 02 WM. D. COUNTRYMAN Environmental Aseessrnent and Planning 868 Winch Hill Road Northfield, Verniont 05663 (802) 485-8421 wdceav@t0gether-act Z April 2004 Robert Bouchard Pizzagalli Properties LLC 50 Joy Drive So. Burlington, VT 05403 Subject- iviountain View Business Park wetlands Dear Mr. Bouchard, I have reviewed the site plans for the Mountain View Business Park and offer the following comments on the wetlands at the site and their relationship to provisions of Section 12.02 E(3) of the South Burlington Zoning Regulations_ I understated that encroachments proposed at this site are limited to construction of a stormwater treatment facility in the edge of the 50-foot buffer zone of a Class Three wetland. 12.02 E(3)(a) The Class 'Three wetland on the southern edge of Lot B is essentially a wide section of the drainage swale beside the northbound lanes of Interstate 89. My analysis indicates that this wetland, being part of a drainageway beside the highway, is necessarily designed not to store floodwater. Furthermore, the swale is generously designed to carry greater flows than are likely to be generated in the drainage area served: essentially about 3 acres including the left northbound lane east of the Route 116 bridge and a narrow strip of land along the southern margin of the business park. 12.02 E(3)(b) Topographically, the Class Two wetland beside the Interstate is separated from the area proposed for the sto mwater treatment facility by a low ridge. Because the existing and proposed outlets are separate, there is no relationship between the facility and the wetland, and there will be no adverse impact on the ability of the proposed treatment system to reduce sedimentation according to state standards. 12.02 E(3)(c) The Class Three wetland at issue has been shown to serve only two functions. First, it protects surface and groundwater quality by removing sediment and chemicals (runoff from the Interstate). Second, because it is completely vegetated, it prevents erosion through stabilizing and binding the soil in areas subject to erosive forces. Neither fiction will be affected by the proposed project, and no mitigation is necessary or proposed. Sincerely, Errol C. Bri s ECB/s Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 March 30, 2004 Mr. Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive P.O. Box 2009 South Burlington, Vermont DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ENGINEERS AND LAND SURVEYORS 05403-2009 Re: Mountain View Business Park Lot B Site Development Dear Mr. Bouchard: 136 Pearl Street Essex Junction, Vermont 05452 Tel. (802) 878-3956 (802)878-5123 Fax (802) 878-2679 Please find enclosed copies of the plan sheets for the above referenced project that have been revised in response to comments by the City of South Burlington staff, dated March 9, 2004. We have submitted both full-size (24" x 36") and reduced (I I" x 17") copies of the revised plan sheets. Below is a description of the revisions that were made to each sheet. For your convenience, we have presented the City's numbered comment in italics, followed by a brief discussion in response to the comment. 3. The plans should be revised to incorporate the requests of the City Engineer, as outlined in his comments dated February 26, 2004, prior to submittal of the preliminary plat application. The City Engineer's comments are as follows: 3.1 Entrance from Tilley Drive shall have a depressed concrete curb. The plans have not been revised in response to this comment, as the entrance from Tilley Drive was previously approved as part of the Lot A development and currently exists. 3.2 Sewer manhole invert should be all poured concrete. No bricks or crushed stone. The "Sanitary Sewer Manhole Detail" on Sheet #5 was revised to require the inverts to be constructed of concrete. 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. No plan revisions were required in response to this comment. We believe the project plans conform to the referenced standards of the South Burlington Land Development Regulations. WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI LIFTS PERMITTING ASSISTANCE STREETS AND HIGHWAYS RECREATION AND INDUSTRIAL PLANNING LAND SURVEYING AIRPORTS SOIL BORINGS SOLID WASTE MANAGEMENT Engineering - "The link between what we have and what we need" Page 2 9. The plans should be revised to depict a bicycle rack, prior to submittal of the preliminary plat plans. The Site Plan has been revised to depict a bike rack adjacent to the building entrance. 12. The plans should be revised to depict an access easement extending to the easterly property boundary, prior to submittal of the preliminary plat plans. The plans have not been revised in response to this comment, as the land in which Tilley Drive is located is not currently owned by the applicant. 15. The lighting plans should be revised to include spillage points, prior to submittal of the preliminary plat plans. The Lighting Plan has been revised to include the illumination levels for the areas outside the parking and walkways. 17. The plans should be revised to substitute `Interstate Highway Overlay District" for "Conservation & Open Space ", prior to submittal of the preliminary plat plans. The Site Plan has been revised in response to this comment. If you have any questions or would like to discuss these matters further, please do not hesitate to call. xespecttully, P, e4r� Jeffr Jy hKeshner, P.E. Enc. DONALD L. HAMLIN State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation State Geologist RELAY SERVICES FOR HEARING IMPAIRED 1-800-253-0191 TDD>VoicE 1-800-253-0195 VOCE>TDD April 12, 2004 Pizzagalli Investment Company 50 Joy Drive South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office II I West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 RE: WW-4-2102, Mountain View Business Park Phase II ; Construct a 2 story office building on Lot B of the Mountain View Business Park with 100 employees, 118 Tilley Drive in the City of South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on April 8, 2004, including a fee of $504.00 paid by check #125071. 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 your application within the 45 in-house days, please contact this office. 1. Please submit a check in the amount of $63.00. The fee is based on the water flow because it is higher than the wastewater flows. 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 Ernestine Chevrier Regional Office Coordinator cc: City of South Burlington Hamlin Engineering, Inc./Jeff Kershner Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 21, 2004 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the minutes from the March 16, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, d 9iiiy Betsy McDonough Administrative Assistant Encl. ) e-�bb ei� '9 tp DEVELOPMENT REVIEW BOARD 16 MARCH 2O04 Mr. Boucher moved to approve Preliminary Plat #SD-04-08 and Final Plat #SD-04-09 of City of South Burlington subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed 5-1 with Ms. Kupersmith voting against. 6. Public Hearing: Final Plat Application #SD-04-13 of F & M Development Co., LLC, to amend a planned unit development consisting of. 1) 283 residential units in six buildings, 2) subdividing two parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, 150 seat 7500 sq. ft. restaurant, 70,000 sq. ft. general office, 2500 sq. ft. drive -in -bank, and ten residential units, 4) a 7200 sq. ft. addition to an indoor recreation facility, and 5) an existing 16,000 sq. ft. television studio and office building. The amendment consists of the substitution of exterior siding materials on a portion of the building, 409 Farrell St.: Mr. Farrell explained that there was a concern with long-term maintenance. He showed a sample of the siding and a sample of the brick. Mr. Dinklage asked Mr. Farrell to bring the Board up-to-date on the T-intersection. Mr. Farrell said he had met with Bruce Hoar. They feel the intersection is too "generous," but there is an issue with truck deliveries. They have talked about a paved island that can be driven over but would normally be driven around. Mr. Farrell said they will install this at their expense. Ms. Kupersmith asked about the cars parked on the road. Mr. Farrell said that is now illegal and cars will be towed if they park there. Mr. Farrell indicated they are still working with Cathedral Square on a senior project. They might also do some medical offices. Mr. Kupferman moved to approve Final Plat Application #SD-04-13 of F & M Development Co, LLC, subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. Sketch plan Application #SD-04-07 of Piaazgalli Properties, LLC, for a planned unit development consisting of the construction of a 28,000 sq. ft. general office building, 118 Tilley Drive: Mr. Bouchard explained the 24 ft. proposed setback when the requirement is 35 ft. He said the existing building was built with the old setback (the zoning on that property was changed). Members.had no problem with this as the only abutter is a parking lot. Mr. Bouchard said they are requesting 130 parking spaces. There are 141 next door. They have requested a change there to some medical office which will require more spaces and they are maxed out there. If the building they are now proposing went to medical offices, they would need 140 spaces, so they are asking for 130. Mr. Bouchard -3- DEVELOPMENT REVIEW BOARD 16 MARCH 2O04 said underground parking is cost prohibitive. Mr. Bresee suggested building part of the lot and only paving more spaces if needed. Mr. Dinklage suggested an easement to the adjacent property which is also owned by the applicant. Mr. Bouchard said they will try to do that. Mr. Dinklage asked the applicant to work with staff on interior landscaping in parking areas. Members were OK with combining preliminary and final plats, noting this is at the applicant's risk. 8. Sketch Plan Application #SD-04-12 of Pizzagalli Properties, LLC, for a planned unit development consisting of subdividing a 73.49 acre parcel into five lots of 4.0 acres (Lot #1), 32.11 acres (Lot #2), 7.88 acres (Lot #3), 14.6 acres (Lot #4) and 14.9 acres (Lot #5), Tilley Drive: Mr. Dinklage noted the possibility of an Interstate off -ramp and asked the applicant to show where it could be. Mr. Belair said Tilley Drive would be extended if that ramp were to be built. Mr. Bouchard said they can't go any farther to the east because of archeological considerations. Mr. Belair said connection to Tilley Drive is on the official city map. Staff is asking for an 80 ft. right-of-way and is willing to get 20 ft. off the existing Tilley Drive when they come in for an approval. Mr. Bouchard said they have met with the state wetlands people, the Army Corps of Engineers and others and they are all OK with the layout with respect to wetlands. Mr. Robertson said the Natural Resources Committee has seen the plan and is OK with "pockets" of development. Mr. Dinklage stressed the need to address wetlands issues and to be in sync with all requirements. He also said the Board will need to understand the limitations to anything the applicant wants to do on any of the lots. 9. Sketch Plat Application #SD-04-06 of Mike Anderson for a planned unit development consisting of. 1) subdividing a 14.2 acre parcel into four lots of 2.3 acres (Lot #1), 2.3 acres (Lot #2), 3.4 acres (Lot #3) and 6.2 acres (Lot #4) and 2) developing these lots with 17 dwelling units, 1600 Hinesburg Road: Mr. McClellan said this would be the last "infill" project in this direction. There will be an extension of a private road that now serves 3 homes. The road will become a city street through to the cul de sac. There will be no new curb cuts on Hinesburg Rd. Mr. Dinklage asked about woodland, wildlife habitat, etc. Mr. McClellan gave members a handout on this. He showed a chart of the developable area, woodlands, and wetlands. The woodland will not be disturbed. They are also suggesting putting in a restrictive line t11� CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 15, 2004 Tilley Family Limited Partnership Ms. Mary Roy, Executor 8o Old Farm Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6 or attend the schedule public hearing. Sincerely, Betsy ME15onough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & BONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 15, 2004 Vermont Agency of Transportation One National Life Drive Drawer 33 Montpelier, VT 05633 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6 or attend the schedule public hearing. Sincerely, Betsy Mel�nough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 9, 2004 \drb\sub\pizzagalli\sketch_mtnview.doc Application received: February 9, 2004 PIZZAGALLI — MOUNTAIN VIEW LOT B SKETCH PLAN APPLICATION #SD-04-07 Agenda #7 Meeting Date: March 16, 2004 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Donald Hamlin Consulting Engineers, Inc. 136 Pearl Street Essex Junction, VT Location Ma Property Information Tax Parcel 0860-00750-L 3.36 acres 10 and IHO Zoning Districts CITY OF SOUTH BURLIN,, , iION 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting sketch plan review of a planned unit development consisting of the construction of a 28,000 square foot general office building, 118 Tilley Drive. The subject property is located in the 10 and IHO Zoning Districts. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 09, 2004 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 3.36 acres Max. Building Coverage 30% 9.6% Max. Overall Coverage 50% 38.3% Min. Front Setback 50 ft. 135 ft. ♦ Min. Side Setback 35 ft. 24 ft. Min. Rear Setback 50 ft. 150 ft. zoning compliance The side setback requirement for the 10 Zoning District, as outlined in Table C-2 of the Land Development Regulations, is 35'. The applicant has only provided a 24' side setback, which is not in compliance with the Land Development Regulations. 1. The plans should be revised to provide the minimum 35' side setback between the proposed building and the property boundary, prior to submittal of the preliminary plat plans. 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. 2. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. I CITY OF SOUTH BURLINu I -ON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview doc 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 plans show the proposed connection to the public sewer system. The City Engineer reviewed the plans and provided comments dated February 26, 2004 (attached). 3. The plans should be revised to incorporated the requests of the City Engineer, as outlined in his comments dated February 26, 2004, prior to submittal of the preliminary plat application. 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 grading plan is outlined on sheet 2 of the plans and the erosion control plan is outlined on sheet 3 of the plans. At this point, the City Engineer does not have any issues with the proposed grading or erosion control plans. 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 the subject lot is proposed via an existing 35' wide curb -cut off of Tilley Drive. This curb - cut currently serves the parking to the easterly side of the existing building at 62 Tilley Drive, and it will remain a shared access to the two buildings. According to the ITE, 61h Edition, the proposed project is estimated to generate approximately 110.7 P.M. peak -hour trip ends. Staff used the fitted curve equation under Land Use Code 710 (General Office) to calculate the estimated traffic impacts of the proposed project. On April 16, 2002, in the final approval of the two (2) lot subdivision that includes this parcel, the Development Review Board set a 220 vte limit on the total traffic of both properties Minutes enclosed). However, the subject parcel (Lot B) will be served off of Tilley Drive, which is proposed as a public roadway. As such, Lot B is no longer in the Traffic Overlay District — Zone 5. Therefore, the property does not have to comply with the original traffic limitation set forth in the April 16, 2002 Findings of Fact and Decision. Staff feels that 110.7 vtes is an acceptable traffic level for the subject property. 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 plans that the applicant submitted depict the wetlands on the subject property. The only wetland depicted on the plans is a Class III wetland along the southerly property boundary. There are no building encroachments proposed for this project. However, the applicant is proposing a stormwater detention pond on the property, so some grading is taking place in the wetland buffer. CITY OF SOUTH BURLINL SN 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview doc 5. The Natural Resources Committee should review the plans, prior to preliminary plat approval. 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. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. 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 only open space area proposed on the subject property is the 150' wide buffer designated for the IHO District. This is similar to the open space area designated on the adjacent property, so the 150' wide buffer will exists on both properties, in addition to extending eastward to the adjacent property. 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. 6. The South Buffington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The South Burlington Recreation Path Committee reviewed the sketch plans for the proposed project at its meeting on Monday March 1, 2004. Their comments are provided in a letter dated March 2, 2004 (attached). They requested that a recreation path easement be provided along Tilley Drive, connecting Hinesburg Road to the property to the east (currently under review for a 5- lot subdivision). 7. The applicant should comply with the requests of the Recreation Path Committee, as outlined in their letter dated March 2, 2004, prior to submittal of the preliminary plat plans. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Again, the South Burlington Recreation Path Committee reviewed the sketch plans for the proposed project at its meeting on Monday March 1, 2004. The City Engineer reviewed the plans and provided comments dated February 26, 2004 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. CITY OF SOUTH BURLING I -ON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\nizzagalli\sketch mtnview doc 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. 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 not shown on the plans. 9. The plans should be revised to depict a bicycle rack, prior to submittal of the preliminary plat plans. Pursuant to Section 13.01(13) of the Land Development Regulations, the proposed project will require 98 parking spaces, including 4 handicapped -accessible parking spaces. The plans depict 130 parking spaces, including 5 handicapped -accessible parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking areas are located to the front and side of the proposed building. Staff notes that the applicant is proposing 32 parking spaces above and beyond what the project requires. Therefore, staff suggests that the applicant remove 32 parking spaces from the proposed parking area. This would remove parking from the front of the building, therefore increasing green space along the public roadway. 10. The plans should be revised to remove 32 parking spaces from the proposed parking area, prior to submittal of the preliminary plat plans. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 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. 11. The applicant should submit architectural details with the preliminary plat plans. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. CITY OF SOUTH BURLINL , 6N 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzacgalli\sketch mtnview doc Again, the applicant should submit architectural details with the preliminary plat plans. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The property to the east of the subject property is most likely going to be developed as office use. Therefore, staff suggests that the applicant provide an access easement to easterly property line to facilitate a possible future connection. 12. The plans should be revised to depict an access easement extending to the easterly property boundary, prior to submittal of the preliminary plat plans. 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 show a proposed dumpster, adequately screened, in the southwesterly corner of the proposed parking lot. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans show adequate snow storage areas for the subject property along the easterly and southerly boundaries of the proposed parking lot. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a landscape plan and budget that indicates $29,595 worth of landscaping will be planted. 13. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. CITY OF SOUTH BURLING (ON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc The proposed parking area contains more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The landscaping plans of sheet L1.0 of the plans show proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 14. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting The applicant submitted a lighting point by point plan on sheet 7 of the plans Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. The lighting plan indicates that the average illumination at ground level is 1.63 foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. The lighting point plan submitted by the applicant shows does not spillage points, so staff cannot make this determination. The applicant should be certain that the location of the proposed pole lights in the parking lot meet the requirements of Section 13.07(B)(8) of the Land Development Regulations. 15. The lighting plans should be revised to include spillage points, prior to submittal of the preliminary plat plans. Other 16. The applicant should submit a report, with the preliminary plat application, addressing the planned unit development criteria in Section 15.18 of the Land Development Regulations. 17. The plans should be revised to substitute "Interstate Highway Overlay District" for "Conservation & Open Space", prior to submittal of the preliminary plat plans. CITY OF SOUTH BURLING . -)V 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the preliminary plat application. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Robert Bouchard, applicant CITY ENGINEER'S COMMENTS MOUNTAIN VIEW BUSINESS PARK LOT B HINESBURG ROAD 02/26/04 1. Entrance from Tilley Drive shall have a depressed concrete curb 2. Sewer manhole invert should be all poured concrete. No bricks or crushed stone. THE CONTRACTOR 5NALL NOTIFY'01G5AFC AT 1.6W-S44-723a PRIOR TO ANY EXCAVATION S LOCATNDNS WNCN MAY W IN THE IMMEDIATE VIONT' OF UNDERGROUND UTUTIE5. NOTE5: OPOGRP/Hr ON VJT B IB BAB[D ON roro6RAmlc 3URVCt3 r[RFOR).1m IN WRMBCR ZOOS MID D[¢MB[R zoos Br oouuD L. nAMUN coNBULnNG eNr4NeeRs. 2. IXI9TING F[4TUR[5 ON LOT A ARC B/9CD ON A PIAN LInITICD YAOUHTNN MEW IX191NdB PAW. 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VIEW 5USINC55 PARK, RerzNrRxl rauo \ _ LOT A (STREET INi6�2), 4.52 ACRES / I wenwD NORM 5TATE OP VCRMONT - INTCR5TATE B9 nn cuss°lu wertANo9 nim � DRMN CASCM \I II elv I TILLEY FAMILY LIMITED PARTNERSHIP WF PROJECT INFORMATION -LOT B % AREA (5P) TOME ALLOWED LOT 312C 446, 201 - 100.0 5UILDING COVERAGE 14,000 9.6 40.0 PART4NG 4 DR COVE 41.1 G6 2B.2 VWWAMCOVERAGE 1,317 -0 ;MZ COVCRAr- 56.633 38.9 70.0 TILIEY DRIVE N Y 5ETBRLF 912E 12,040 100.0 FRONT YARD COVCRAGC 2.305 24.1 30.0 ZONING D15TRICN INDU5TRI4 4 OPEN SPACE DtECCNrLY RCVI5CD PROM MIXCD INOU9TRIAL COMMCRCI W PPRIONG 5TAT15TC5 REWIRED, 1 12 SFAOM (14. 0 5r . 2 5TORIC5 R I SPACE PER 250 9P GFN FROVID[O, I 5FAGE5 Neal I 2' NDR \ 3-0.0� \rtJR. I"��se�Rvnilou�4 or rtN 9rAce C PIC DRJvlll \ �Lc lyv. INtase.ao .\ M \ sa ' WRIAND /\ oveWLow 9rluwrx 1 uMlr w cl. s91I !T. --TI 'CF' l- [ICV.-95B.14 N.9.G.9. DATUM) �y�/'� p•Y �.L+i F i� No. 72�010/'j W 5EWCR DRAINAGE INFORMATION INFORMATION WNW- NEWCSFBI RIM-372.30 G.INV. IN-3G4.30 RIM-3]4.56 IC INV.-367.97 C.INV. OUT-364.M NEW . RIM-337 23. I B'UW.-365.74 NEW CB RIM-36B.1 1 IC INV.-364.91 NEW CBAB4 RIM-3G5.3B IC INV.-364.00 NCW LAWN DRAIN A I RIM-371.50 10INV.-SG5.50 NELV LAWN DRAIN M2 RIM-371.50 12' INV -36 .25 NCW LAWN DRAIN 43 RIM-371.75 I r IW-3G9.75 Ne, WM oo I M-372.00 12'INV.-364.25 13'INV.-364.25 L, aENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 PmrT nu MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT DRAMNG TU SITE PLAN IJonald L. H¢mlin Consulling Engineers, Inc. J96 R Ti Stme! 9 MOUNTAIN VIEW BUSINESS PARK PROPOSED LOT B SITE DEVELOPMENT SOUTH BURLINCT0P`T, VERMONT DONALD L. HAMLIN CONSULTING EN. GINEERS, 136 Pearl Street, Essex Junction Vermont 05952 INC. SHEET INDEX I 51TE PLAN 2 GRADING PLAN 3 ERO51ON CONTROL PLAN 4 51TE f- EROSION CONTROL DETAILS 5 WATER, SEWER, * DRAINAGE DETAILS G RETENTION POND DETAILS 7 LIGHTING PLAN 8 TECHNICAL SPECIFICATIONS 9 TECHNICAL SPECIFICATIONS E I V E D Ci, j cf So. Cudington FEBRUARY 2004 1 THE DONTRAOTOIA SHALL NOTIPV'DIGSME' AT „� "`� � I-88D-344-7233 PRIOR TO ANY IXGAVATON AT LOCATON9 WHICH MAY OE IN THE IMMEDIATE VICINrtY OP UNDERGROUND UilUT1E5. ) NOTE5: I. TOroG y ON LOT D B DA9eD ON TOPOGRAPNR; 9URVEr9 rIXrORMED IN 9Pf[ME[R 2005 PND OEC[MDER 20 W DONAID L NAAHIN CONSULTING DIGINeDCi. 2. —NO RATURCS ON LOT A— DA9[D ON A P1AN [MRIPC'MOUNTNN VI[N DUSINES9 PPRIL 9R[ nAN' UVT REVISED 0,,fl=9. rRLMRM DY DONAtD L NAMUN CONDUCTING eNGMeeR9. S. DLVAPIX ARE III— ON U.S.G3. DATUM TNUDI r A DENONMARR AT mE NORMWDT LORN[R Or me New eNGUNe reltrnoNe rRoracn LouTeo AeRo9D INreR°irATe as nmM me Harr rRarcRn•. Sp10HN4Rl. nrvAnoN wAD o9rNNm rRaM rReo KOERNeR r.e.. auRUNGra+. veRMoar. YID' au' v. \ Y v , y/ s y \\ 1 � I v " TILLEY FAMILY LIMITED PARTNERSt9P \ WF 411 ZONING PIZZAGALLI PROPERTIES, LLC � \ MTN. VIEW DU51NE55 PARK, LOT A (5TREET NG2). 4.52 ACRE5 wF ru NORm 5TATF OF VERMONT - INTERSTATE 85 �NTN TDM - IRDN me wrtn Pwnc cAP 30 O 30 60 9O CLIENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT CRANING TITLE GRADING PLAN MRM anala) L. fandin ,Ips �pR 03-20.5 COnsultinq Nh MRM PK Engineers Inc. RFH hale -. 196 Pean' S1md 2 x 1 / ss RU55ELL TILLLY / Nr_ y m I � ca»TRucTnN .Ff c ' \ i �- tE CONTRACTOR 5HALL NOflw'DIG5AFr AT 880544-7233 PRIOR TO ANY IXCAVATION LOCATION5 WHICH MAY BE IN THE IMMEDIAT! . VICINITY OP UNDERGROUND UnU-nC5. NOTE5: roPOGRPnnY ON lAf D 19 BL ON TOPOGRMIIC 9DRVE}s PCRPORMW IN 9[PTEMeER. 2003 AND D[CEMBOt. 2009 DY DONALD L HMIUN NN9ULnNG GNGIN6R5. 2. td9nNG PGATURT9 ON LOT A ARC BI SW ON A— LMRILD —WAIN VRW dl91NG% PARR, 91iP RAN'. LAST RCV19W ON9009, fRGPAREo DY DONaB L HAMUN CON,IILTWG WWN[ - S. 4EVATIDNs ARC 9 9GD ON U.S.G.S. DATUM TARGN fiOM A DDNCHMARR AT TN! NORTHW29T CORNR Of mE N!w 1-- RILPHON! PRORRTY IOU,TW ACR09, W TAR M PRONT mG TILLM RDRRiY. eENCI—[ AnoN WAS oDTaN®1WOM fREO RD6tNDR E.a. &1RUNGTON. vLRMONr. / � •\ _ NDTal TC)P90 L 96D. AND �OR—NAPPROVWxlOUAL \\ I 1. r IV- I -�� \ �� �. \ `� ,TONGCIIGOLD/WI•, See olrNL mnwl cnANNa rwrr�N aLANr.[r \ ' ............. .... :..... .... ... .. .. CON9Be/NION { OPGN SPARS>y .. . ::...... ..... ZONING TRILT ..... .. .......... ........... PIZZAGALLI PROPERTIE5, LLC / MTN. VIEW BU51NE55 PARK. LOT A (STREET G2). 4.52 ACRES s�f I I I � I I I I I I O I 14ZZAGALIJ PROPS TES, LLC ®ITN. VIEW USIN PARK, �r (5TREET 111118). �.36 ACRES WF -Rrn_ STATE OF VERMONT - INTERSTATE 89 — INSTALL TILLEY FAMILY LIMITED PARTNERSHIP N/F 0 =-- J .� —417 1 ER05ION CONTROL NOTES: m[ COIffRAL-fOR SHALL IMPIB.IlM CR0910N CONTROL MWURO IN ACCORDPNR WITI'I mp PUN AND THG m[ CONiRAL OR SHALL MINIMIS TMG UMTJ N1D gIRAnON q' g91U1tDW ARW. aL DI9NNfD ARVS ,Ha1K PROT 'I AND PROMPRY BTAdUZED /9 SOON A9 P09dD1l. WI111W •!WYe Or mG E9TAg19HM[NT a FINK GMD[9, OgTURD[D AREAS 9HP11 D[ TOP9011W. 9GWGD. AND AN1LL-HW AS APPPDPRNR. ALL DISTURB®PRCA4 ON Tn[ 91R 9HA11 D[,TAe1HZGD PRIOR TO OCTODR 1,. SEWING AND MULCHING ORMTNJN9 9MNL D[ COMPILTW m' 9VTOAeR I S ro [N9URL VlGCTATVG COvpt nt10RT0 OLIOOR I S. ANT SOIL 019TURDANCT: BEIWEN OCf06lR I S AND MAY I SHALL K PDNORMW IN ACYSRAANCG W1M vnuml EROSION courROL PRoceouRe ovTUNW W me veRTJONr w.NDeooR fge,oR BID,xxI AND ,WINCH CONTROL IX: DDNSIRUGTION,lIES'. mE DWN[A OR AVDIOIVZ[D R[PRLYMAnV! 3nALL IN,P[CT [RO,ION COMTRp. DMCGS AT 1lNT ONC[ CVCM,EYEN CKCNDAR WF, DR WTRIW 21 MOVp AfRR ANY RAW [VENT WHICH ROULIS W TeR gSCHARG[ a,TORA VRIIlId'I FROM mG SIR. AWRITTWRECOR�Of ALL INSfCG IONS 9fW1DE MNMNNW AND WTON ATAT ALL nM6. ANYRWtRRW MNNT[NANR ANONR RRNR OP CR0910N CONTROL MlA9UREs 5MA11 K P[RfONMW WTIIN 2A INJI1Rs. Au TeMroRNa cgo,lou wNrRo1. Devlca SHALL wnaN IN TIR 9C011[NON ,1 OP [ROdON CONTWL,HALL D[ AS fOLLOWS� ILT RNR ARDIIND NL ARW TO K DISTURDW. 2. CONTINIR AND MNMNN THG STAMTZLD CONSTRUCTION OlIRAII[L A9 WgGTW ON mG PLANS. S. CONSTRUCT AND MNMNN CON9TRUC110N ,TAGIN6 ARGA AND TRAPOMRY HNIL ROADS. D(CAVAR me PDND PDR u,e A9 A TrrroMRr,egMe�rATRTN D SIN DuaNG ronsTlulcnoN. , CONSTRUCT DRVNAGE gTCHCI WTRI Q1CR WNtl. 6. DW N,TRIRING AND 9TOCF1'IUNG Or TON-91R. 1. IN9TAt19 T fO1R OR H.AYeNt9 AROUNDN. TOPSOIL 1TOCItnIL9 AND SCD AND MUlpt nLG. e. MI —I, DRNNAG[ nnNG AND L0I91N, AND IfATK1 TEMPORARY WILT PROTernoN. 9 ronaL xm. AND m D Mulch Au. ARw De eceom A9 SOON iu COMRUCTION P[RMm nNl,n 10.J—DA $1—D AREAS WHNDIM NOTGERMINATWWInIWTWO— a'NI PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 PROJECT 7171E MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT ORATING 7171E or PA�,..P......ti ND. 7201 W=Consulting .... ��F 1.0,,, EROSION CONTROL PLAN Donald L. Handzn ��'ngineers, Inc..... /36 1%.11 st—t 91 9D�* l•J E I 8 TYPICAL PARKING CR055 5ECTI0N NIs NAY I?RApue 1 a,000 rd cv.•Td 6 CONLR6R CURB QIRdNG SHALL K GUI13T BCD W I O 9[CNON9 MTTH I/C MINt� GCTWLCf13fGTON9. 2. IXf�IKxI X�XM LLLR ANTWAL WNrglM TOZM9e110I'DOIGNATION4 S13. 9, NRd RMAL AT DRIVLWAY3 SIWL d' I-12• MAK, ♦. CURd RVUL AT ALL HNIDKAI Acroso dNALL d! A MA%IMVM Or INN•. 5. ALL RADII LCJ9 THAN ZOO SNA.LL CK fORMCO USING F1IY.Idl IVRAb. TYPICAL CONCRETE CURB N19 4lNCK 4.000 raT BROOM rINtlH WIBI TROMDLD COW. CANCRL2 WAUC—BHIORM ON r1ANd PJSm AIDOIIGAT! dJ1UWCNG on AIL RAMrS. r TorSrnl.rcKnuze, p LRae.5aD.4 MDl<N d-IAr rlSe roor 6' PUNT MUIt9 GRAV[L ryADT SrCC I'l04.OS M1rcT rwxfmu' iSNRNN A01NT NLLLR SMNl M C0.4T W IXPA191pI JTNH19 MRY 20 rrlT. .IpNTB SHALL LK rUGm MRY S rQT. rl/WT MDRO GRA T11[ TANI, ITAN 6AD SMAL d! COMfALTlD TO 9Se6 Or THE MAgMUM DRY pCI1SRY USING OMO rlrocTdL TBT, ACCORDING TO AlTM 0695. TYPICAL CONCRETE SIDEWALK Nro • TM6111 SITUMINDU9 CONCML SMCKTN CUT BASTWG dITUMMNOUS CONDCf[ WrARING COIIRSG neIORTOMVING. ALIOINTBdwLx R U!R GHLY CVANm AND LVAT[D WRH TYR 11 dTUMiNOU9 LONCRCT[ [MUldN6D ASRIALT. VGMINT iHILKNL9.9 f I .I� MINIMIII [MULlIrIfD AMALT WING dIUNNNd.IB DDNCRLTC TAOk COAT -R- •'LT-�r�T—I . . r wr-1tirrl�i' N6W GINV0. dJdS0.9C Ikl mil Ili- �1 �JIII Sa rQA eec oNp TI NOTG AIL BAGxNLL 1D DIE TNOROUGHLY ODAVKTID HNC Ur15 �\MIRM SOAK GRWND TO ADCNSIIY Or B51L Or 1H[MABMUACCOU 91i1' STAdUm 24' rABRIL USING III[ STNJOVWD rRDCTORRST. ANCHORING TO NIMUM 24. OVCR:AP AlTM DGSB MI TYPICAL PAVEMENT MATCHING DETAIL Niu r CVlN NG• RAOR S L— — — — — — — 9.5-- � LDNLRrTC LUNG. SEC DCTNL TYPICAL CONCRETEMCURB TAPER DETAIL MC-WrATNRLD OAIC OR MRAL RNQ r09T �jI, sec�1DN •c DCGTION •A' `�' ❑ TOP VIEW OF JOINING PENCE 5ECTION5 Nn -WLATfI[RtD OAK OR MCTA f0�6 �T SQ TOr V16W rOR DNLCGTK)N 01 AITACNMM OI' -ItT)pIFrTRTW— JpMNG S[CTIONS TYrIC.LL a rnlc[ 4 LOMrACT SOIL d5LT10N •K SCLTON Y SAf.FALL 510E VIEW MIRAII MVIROfCNLG �1 OR ArrWV1D EDUIl TYPICAL TEMPORARY EROSION CONTROL PENCE NTS 0 TWtIS MU. lb� 1 TYR I dTONC ALL Tyre 15TON[ r6l ��• DAM CMEOC DAM dDROM Dr DRuI ....... 5ECTION A -A SECTION B-B N 9 NTS TYPICAL GRA55 LINED DITCH WITH STONE CHECK DAMS NI! — TYPICAL STONE SLOPE PROTECTION DETAIL N13 X X ZO•f— 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER. AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6' WIDE TRENCH. X X X BACKFTLL AND COMPACT THE TRENCH AFTER STAPLING. 3, ROLL CENTER BLANKET IN DIRECTION OF WATER FLGtV ON BOTTOM OF CHANNEL. E {, PLACE BLANKETS END OVER END (SHINGLE STYI.E) WITH A 6- OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4' APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLHNVS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6' DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, 3,8 STAPLES PER SO YD 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2' FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT S NTERVA. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A NORTH AMER ICAN Vs.-eoA-nz-wM rruo.-Im-ue-ww SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGERED PATTERN. B. THE TERMINAL END OF THE BLANKE75 MUST BE ANCHORED IN A 6' DEEP X 6' WIDE TRENCH. GREEN WNRLL AND COMPACT THE TRENCH AFTER STAPLING. CHANNEL PROTECTION BLANKET DETAIL MI!, PRODUCT SPECIFICATION IL NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL i STAPLE PATTERN GUIDE IN NORTH AMERICAN GREEN 1.2 STAPLES PER SO YD SLOPE INSTALLATION 714 NOTE: REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT 1 5 STAPLE PATTERN RECOMMENDATIONS FOR SLOPE INSTALLATIONS. 1, PREPARE SOIL BEFORE INSTALUNG BLANKETS. INCLUDING APPLICATION OF UME. FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEEO DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET N 6' DEEP X V WIDE TRENCH. BACKFIL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE. PLACE BLANKETS END OVER END (SHINGLE SME) WITH APPROXIMATELY 4' OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12' APART. 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LIMNNR rRIDTtGTK NORM AM[4 OR ArrR0K0 WUAL TYPICAL WET POND CR055 5ECTION NT9 OUTLET DETAIL, 5ECTION A -A Nro N10tM ,, OF ve, ,„DTI ,, D. 7 122yyyR��j ON grmuA� PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05403 IlTa MOUNTAIN VIEW BUSINESS PARK LOT B SITE DEVELOPMENT ME RETENTION POND DETAILS MRM Donald L. Hamlin ,� = ''P` Consulting ° muopK �'nganeers, Inc. RFH /96 Poar! SYxet 6 THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT 1-M344-7233 PRIOR TO ANY EXCAVATION - .T LOCATIONS WHICH MAY BE IN THE IMMEDIATE VICINITY OF UNDERGROVND UTILITIES. WARNING: FATALLY TOXIC GA55C5 MAY BE PRMEM IN UNDERGROUND PIPING SY5TEM5 AND WA5TE SYSTEM STRUCTURES. I 0. 0"-A 1 1.55 0.S 017 011 11 U4 3Y23t5 �13 .449 �f17 0. 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Eg a" iE6 3 §K? U i E -g� F S ac �$s`s oG "_" , y ) 1 I VIEW BUSINESS PARK- LOT B \ MOUNTAIN MOUNTAIN VIEW I KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS BUSINESS PARK LOT B, TREES AR Acer mbrum'Armstrong' AF Acer rubrum x freemanii'Autumn Blaze' Armstrong Red Maple Autumn Blaze Maple 14 7 2 1/2-3" Cal. 2 1 /2-3" Cal. BBB. 6' Branching Ht. (Min.) BBB, 6' Branching HL (Min.) \ • / South Burlington, Vermont GO Gymnocladus dioicus Kentucky CoffeeVee 6 2 1/2-3" Cal. 688, 6' Branching Ht. (Min.) PC Pyrus calleryana'Chanticleee Gallery Pear 6 2 1/2-3" Cal. B&B, 6' Branching Ht. (Min.) \ F w0s°,�1� PGa Picea glauca White Spruce 13 6-7' B&B, Full PGb Picea glauca White Spruce 8 8- B&B, Full TO Thuja occidentalis'Nigra Dark American Arborvitae 13 5-6'6' B&B, Full SHRUBS EA VT Euonymus atatus'Compactus' Viburnum trilobum'Compacta' Compact Burning Bush Compact Amer. Cran. Viburnum 120 6 24-30" 24-30" B&B, Plant 30" o.c.cw- B&B, Plant 30" o.c. �� - •O y \ PERENNIALS +' CV Coreopsis verticillata Moonbeam' Moonbeam Coreopsis 8 1 Gal. C.G., Plant 18' o.c. h SE GROUP MS RF ST Miscanthus sinensis Rudbeckia fulgida'Goldstrum' Sedum telephium'Autumn Joy' Malden Grass Blackeyes Susan Autumn Joy Sedum 2 10 12 2 Gal. 1 Gal. 1 Gal. C.G., Full C.G.. Plant 18" o.c. C.G., Plant 18" o.c. RUL55ELTIUPY NIP / # \ Planning & design �. 131 cner=n slleel Burtinb nn. Vere—t 05401 ...•� } pl,w (802)8624)098 f.; (802) 8652410 ._3-GD 3-AF / 4-AF # k / , .. "::. 1'0, 5 pizzagalli r P P e e 1 , 11 c If S N - Developer _ , r SE ETAIL 1.0 50 by Five seem BurYrqten. yr os,oy SW 631.1Iu 6-ST 1-MS LT— — — FO IGN PL IN INF RMATIO 8-CV -. 3-VT i i Q_pC \I 10-RF 6-ST ENTRY SIG _ 3-VT /. / 1-M / �' '\\ i' \ TIU1!Y FAMILY .. - �y. \ LIMITED PARiNl7L51-1IP \ \ NIF _ \ _ 6- AENTRY SIGN PLANTING PLAN 24 EA 1-PGa i \ SCALE 1" = 10' 36-EA / \� \ rROPD9m BU1111 w. • scale: 1-=301 _ - 2-PGa \ 2-P 1t . . - 1-PGb' \ PIZZAGAl1J PROPERTI[5, LLC r 1, \ Dale: 02.08.06 MTN. VILW DU51NG95 PARK, \ ' - LOT D 05TKWT / I 16). 3.36 ACKV. - wr / 1 13—By: MKW \ r Chet By: MKW 1 TO \ 24-FA r - '� __ �2.xRv3LR� 0TS2C4_ -- '2-PGa_-._ �_j —. _� — m_mreeevwn3u •ora xrh — — — — — — — — — — — — — � --minnong:w �---------- — "— ------ 1 1-PGb 1-PGa 4P 1-PGa 14-Gb 1-PGb --- i \ 4e 4-AR 1-PG 1-PGb \ s. Is i \ 1•ora va n aye 1 a .. PIZL4fAlL PROPERTI6, U.C. , me \ ...... ... . \ ,� 0.ec•� er MTN. VIEW 15USINE55 PARK, : 2-PGa \ \ 2-PGa LOT A (STRPCT "2). 4.52 ACRES n 1-PGb 1-PGb _ _ -- NIP _ _ _ _ _ __ _ _ _— ._ _-. _; ._ _ _ \\ T.. PLANTING PLAN Sheet Number: -- — — — — �s — — L 1.0 -- — — —--Sir ,� 5TATE Or VERMONT - INTER5TATE 09 Bourn OLV.-95e.14 N9. Mt11M1 Proje YNumber oazoz File: L14Planting Plan Ewg NOTE EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR MOUNTAIN VIEW SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. _ BUSINESS PARK LOT 8 'x NOTE: EXAMINE ENTIRE TREE AND REMOVE SURROUNDING SOIL SHOULD NOT ALL NURSERY TAGS, ROPE, STRING, OR EXCEED 809E COMPACTION, DRAINAGE SURVEYORS TAPE TO PREVENT FUTURE WILL BE REQUIRED IF COMPACTED GIRDLING. SOILS ARE PRESENT R ;e SURROUNDING SOIL SHOULD NOT 12' X 1 1/2' NY-ON/COTTON WEAVE TOP OF ROOTBALL TO BE PLACED EXCEED 80% P TIES WITH 3/4' GROMMETS AT SAME LEVEL THAT IT WAS WILL BE REQUIRED IF COMPACTED 1/11" 7 X 7 STEEL CABLE FASTENED GROWN IN NURSERY SOILS ARE PRESENT W/ (2) ZINC PLATED CABLE CLAMPS. • SLIGHT ROOT FLARE SHOULD COVER GUYS W/3' OF Wr DIA SLIP BE EVIDENT WIRE TIES W/ HOSE LOOPS, PLASTIC TUBING. R 7 WELL COMPOSTED BARK MULCH SEE SPECS FASTEN WIRE BELOW POINT OF TURNBUCKLE, EYE & EYE, ZINC CUT AND REMOVE BURLAP MAJOR BRANCHING OR TO MAJOR PLATED, 10 &V OPEN LENGTH, 3S FROM ROOTBALL OUTSIDE TRUNK THREAD DIA. INSTALL W/ TURNBUCKLE EA IN OPEN POSITION. PLANT MIX 2 k HARDWOOD STAKES. -)t- • 3 PARTS NATIVE SOIL STARS PARALLEL W/ ROAD( WALKS TEMPORARY WATERING BASIN .1 PART WELL COMPOSTED OR PARALLEL W/ DIRECTION OF (3) DUCKBILL TYPE ANCHORS COW MANURE PREVAILING WIND. RE DETAIL E12.0 ALL STAKES TO BE CONSISTENT. FINISH GRADE TEMPORARY WATERING BASIN— BREAK APART EDGE OF EXCAVATION ' \� - �� FILTER FABRIC BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX GRAVEL W/ SHOVEL AND BLEND PLANT MIX 1'-L W/ EXISTING SOIL TO PROVIDE`/ W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE. �� �� .,�\// %� �/ 4' PERFORATE) PIPE WHERE TRANSITION TO UNDISTURBED GRADE APPLICABLE. PERFORATIONS UNDISTURBED GRADE: LAID DOWN UNDER DRAIN. UNDISTURBED GRADE ESCAVATE ONLY TO SPECIFIED 1'�' 1' AS 1' 1' EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE PLANTING DEPTH TO ENSURE STABLE BASE M n• as" STABLE BASE A EVERGREEN PLANTING SCALE 1/4'= 1'-U' p-evertree.dwg N MIIE`Rm xoG afar a Irac 2aaW n Irac MTr a Irma 1aM' 1.13 Irma LaT to roc oar M ro.c a.1r ss1 NOTE NANf CNIANw" aE emev By mml—yeo AREA on FT.) W NtAMM OF P—MI30. FT. FOR REpON® SWIP0 . PLANT SPACING PLANT CENTER PLANT ROW SEE PLANTING PLAN FOR SPACING AND QUANTITIES SEE PLANTING LIST FOR PLANT SPACING SET AT ORIGINAL PLANTING DEPTH FINISH GRADE a MULCH AS SPECIFIED -`� PLANTING MIX AS SPECIFIED SUB GRADE Kj` PERENNIAL PLANTING V SCALE: 1/2" = 1'-0" (0SHRUB PLANTING)SCALE: 1/2" = 1'-0" TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLGHT ROOT FLARE SHOULD BE EVIDENT. 2' WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX - 3 PARTS NATIVE SOIL -1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL 4' PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN g_TLREE PLANTINGE I/4"=V-0' Tree Plmnting.dwg PLANT SPACING 180' ALIGN STAKES PARALLEL W/ ROAD OR WALKS 180' PLANT CENTER EDGE OF WALK OR CURB PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN NLeee0,mF SPACNB4 ROW'A' PLANTAIN FT. BOG Sim aN foe 41Jr a" Irma 31a' a12 Irma MOW aim xoa MIr a2a NOTC mljA OF 6HKM AND SPACM M NOTED N PLNANN aCllOULP. FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120' 120* 3' CALIPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL 120 W/ ROAD OR WALKS O o EDGE OF WALK OR CURB C. TREE GUYING���(((/ E TREE STAKING LAYOUT NO SCALE p-stake.dwg South Burlington, Vermont SE GROUP planning & design 131 Church Suect Burlington. V-105401 ph— (802) $62 00% ff: (802) W-2440 4eUp— PC pizzagalli p,-o pr•,-e 1 , 11a Developer 50. y Drw S-M Burlington. VT 05407 802.651. 1315 Scab: AS NOTED D..'. 02.06.N D.—By MKW Chr .d By: MK Tiee PLANTING DETAILS Sheet Number: L2.0 Project Numbe, 04202 File. L2.0 - PbnImg Details -9 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 #) Pizzagalli Investment Company - Successor by merger to Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Development Mgr. 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 6) PROJECT STREET ADDRESS: 118 Tilley Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) Formerly 0860-00750. L 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) C;,mm � office building 28,000 square feet & --lVeM L c) Total building square footage on property (proposed buildings and existing buildings to remain) 28,000 square feet proposed. No existing buildings presently on site. d) Proposed height of building (if applicable) Proposed height of building is 28' . e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) This proposed building is the second building in a two lot commercial subdivision called Mountain View Business Park with access onto Hinesburg Road via a 60' R.O.W. called Tilley Drive deeded to the City of South Bur inaton. 9) LOT COVERAGE a) Building: Existing 0 % Proposed 9.6 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 38.3 % c) Front yard (along each street) Existing 0 % Proposed 24.1 %, 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 50' Drainage Easement along the southside of property (Please see site plan enclosed). 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Please see site plan enclosed. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) * Tilley Family Limited Partnership - Ms. Mary Roy Executor 80 Old Farm Road South Burlington, VT 05403 Property to the North & East * Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Property to West. * Interstate R.O.W. to the South 13) ESTIMATED PROJECT COMPLETION DATE 12 / 1 /04 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. $125.00 Paid 2/10/04 2 E I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowle e. NATU OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: V I have reviewed this sketch plan application and find it to be: Comp; 3 y SE Group planning & design 131 Church Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Mountain View Business Park - Lot B Drawing Referenced: L1.0 - Planting Plan Date Prepared: February 6th, 2004 Date of Prices: February-04 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AR Armstong Red Maple 14 EA. $425.00 $5,950.00 2 1/2-3" Cal. AF Autumn Blaze Maple 7 EA. $540.00 $3,780.00 2 1/2-3" Cal. GD Kentucky Coffeetree 6 EA. $400.00 $2,400.00 2 1/2-3" Cal. PC Bradford Callery Pear 6 EA. $450.00 $2,700.00 2 1/2-3" Cal. PGa White Spruce 13 EA. $210.00 $2,730.00 6-7' PGb White Spruce 8 EA. $325.00 $2,600.00 8-10' TO Dark American Arborvitae 13 EA. $65.00 $845.00 5-6' Sub -Total: $21,005.00 SHRUBS EA Compact Burning Bush 120 EA. $65.00 $7,800.00 24-30" VT Compact Amer. Cran. Bush 6 EA. $65.00 $390.00 24-30" Sub -Total: $8,190.00 PERENNIALS CV Moonbeam Coreopsis 8 EA. $12.00 $96.00 1 Gallon MS Maiden Grass 2 EA. $20.00 $40.00 2 Gallon RF Blackeyed Susan 10 EA. $12.00 $120.00 1 Gallon ST Autumn Joy Sedum 12 EA. $12.00 $144.00 1 Gallon Sub -Total: $400.00 Total: $29,595.00