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HomeMy WebLinkAboutBATCH - Supplemental - 0430 0574 Spear StreetVERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): University of Vermont Permit Number: WW-4-4276-1 c/o Linda Seavey PIN: EJ74-0001 io9 South Prospect Street Burlington VT 05405 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1640-005oo referenced in a deed .recorded in Book 20 Page(s) 8 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit WW-4-4276 to relocate water lines, alignment and pipe material changes, no change to sewer lines and no increase in flows, served by municipal water supply services and municipal wastewater disposal services located on 490 Spear Street in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Derick Read, P.E. of Krebs & Lansing Consulting Engineers, Inc., with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date SP-4 Site Plan 10/10/2014 5/22/2015 SP-7 Water and Sewer Profiles 10/10/2014 4/10/2015 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) 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 was installed in accordance with the permitted design and all the permit conditions, was inspected, was properly tested, and has successfully met those performance tests", or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. 1.6 All conditions set forth in Permit Number WW-4-4276 shall remain in effect except as amended or modified herein. This project is approved for changes to the water line locations, alignment and materials. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Su Permit 1ATW-4 '4276-1 Page 2of2 1.7 Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.8 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.9 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.10 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition # 1.5 herein. 2.2 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. 2.3 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By I w-- N L-v Dated June 17, 2015 Jess e Wyman, Regi al Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Derick Read/Krebs & Lansing Department of Public Safety, Division of Fire Safety ..0''`� VERMONT State of Vermont Department of Environmental Conservation Drinldng Water and Groundwater Protection Division Essex Regional Office i11 West Street Essex Junction, VT 05452-4695 www.septie.vt.gov June 4, 2015 University of Vermont c/o Linda Seavey log South Prospect Street Burlington VT 05405 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-4276-i, UVM Miller Research Facility Renovations; amend WW-4-4276 to relocate water lines, no change to sewer lines and no increase in flows located at 490 Spear Street in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on June 3, 2015, including a fee of $180.00 paid by check #28135. Under the performance standards for this program, we will have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Derick Read/Krebs & Lansing Consulting Engineers, Inc. Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Armmmmmmr- CONSTRUCTION CORP December 26, 2014 City of South Burlington - Department of Planning & Zoning Mr. Ray Belair 575 Dorset Street South Burlington, VT 05403 T: 802.846.4106 F: 802.846.4101 Re: University of Vermont - Miller Research Complex 430-574 Spear Street Dear Ray: DEW Construction Corp. 277 Blair Park Road, Suite 130 W i l l i ston, VT 05495 Phone (802) 872-0505 Fax (802) 872-0707 www.dewcorp.com I wanted to thank you for taking a few moments out of your day to discuss the UVM Miller Research Complex project and subsequent requirements needed for permitting with the City of South Burlington. Based on our discussion, it is my understanding that due to the, act that this is an agricultural project, no building permit is required through the city of South Burlington. However, any applicable mechanical, plumbing, fire protection, and electrical permits are still required. With that, each specific trade contractor will rightfully procure those permits for the project. For your reference and use, I've attached with this letter several drawings of What the project consists of. Again, thank you for your time and if you have any questions whatsoever, please feel free to contact me. Sincerely, DEW Construction Corp. Jason DelleChiaie Project Manager cc: File Experienced People Quk*8qAding Excellence Specializing in Design/Build and C=onstruc-tion Management Services 112 ­­'y cat,./ Point Existing sq, EXthq Light pahe FX.Ang DeNd... Tree &ieth7g E-,g,,- 7,,e EXMng Spot C—de Ele—t­ flimhq cont" — — — — — — — — — -- — New F;,;,h trade Cbtb,, Existing silo bin to be _1W EXt;,q cos tin, lVW- -G New Ga. Lin,114,1- relocated by Own f,,stilq Sewer Lin.lUanhllb —5— — — — — - New Sewer Lkw1A4dh,1e L714tiq Sewer F-,amain 0-0- i-,wmq Storm L'n, m"hollv-in U' New Storm Lire, M—holellgasin eaP L Ct� &istinq Overhead Electric LinelPower Pole Existing 0_111ad Utility �7 Fnitug Cb­A­th,­ Line &ishing PBX Lhe to Eilting Site Lighting Tree Line &Wmg Chain Link Fence -�, ) � i /�r �. 14.-. 'I �❑ a�! Eating Barbed Wire Fence 0 0 Existing Stockade Fence❑ J1 eatExisting — I.WihIt Underground power Sheet SP-5 Provide C3 Provide UGP— — New Undergound P­ lempora 13 temporary 12' Stonn Pond wide double gate. double gate,'rs P_ & Existing Apbrohnate Property Line 1 po'3 r=in-1 ------ Whq fti- Lme,1Hd1d1t/Ib1./Sh,tbff 27wide E-5 —W— New 4ate, LmM,,d­VV01,,Z�,tff lemporary b.m link New — — — — — — E."t"g Ece—ent 'ail c wit concre Ne W' fiaibc wit F1111111 Feature (f­ Seft mopping) feet. concrete slab �j New Pavement (Po-t, subbase, and Temporary &&A, See Detail) for silo bin. 'r 'vc' Temporary ain perking Ing Rehh. t'k o ; link fence. New __1 New concrete New concrete sldewak sidewalk New concrete Lre p it. Milking Parlor ALI See Arrhite. > New i!ravepp l New New paverne 4 hdaTch Ba * See �-2 A, OW 5- mrions feint.. Wore: _­ b,ig, dwqb,f nl,_. Edge t for * MeC—th-W be heVbl, ,kW/ d&b1, ­— Alternau ,b ­hh, sidewalks odd pbkhq wens. ­Wmssite 1*409, _­klafro' el All be __1 prior to P-9 * All ­­, h—, and other -,pp— — ­0 ma -,a di .. ­ed ­hq ­­ & the —11, of the Controciw and shall be remoeeo ham UMt P'oo.", and disposed of o . S­ a,br dsp­l I t ew gravel r de temporary,,' * Al cellm, ­1— -1 ­ h,,hb, .11 be odd b, a-- Te,,hg __dhbl� -1 Yb_ a I 2oV1idc double rests slid! be Ina CfrWtws 'eoh,0XI, ga The oehe, ~ ph,wdb o .9 .9­, f bk new .,t. --ee I., ­4h, b_­ .1 the rw q p� py ipads p 24 hour ­ke to I�Ml­h— '* = Cdth­ ehhe — the 8­,q­ E-thi, D­hh,,t p— 10 any e— m the wc­y of the erslfig —1, pormaly 1_' wl * 5,?. Neclrrca lees we S­ 1b, caardnorron o,"_ See fle—kW J, a, 1-1a, ble gate, typi 6 New 16wide C3 * Me Can —to, shot be ­Z4 to, Aeh1Mg 11W*1d rotthe ph,,Olt 9-d tqr Alte to _5A * DbMiti- of C­.hon"t., these —tbcl db—ehf� �ah be. Designated% V�i rhe eit. -t .. e, h,11 "Pod, '61W" "d obtai, d# ­­y if­1;­ i­ldl�q but hot lbh1ted' to invert elehotion, size, depth, pipe type, joint ­,o,, etc. Cont .. to, shall &­;t ­m, the locoti- and et­tios Contractor,... o� ti of the Pit,, C-t­ta, hall p,. wd, the engineer wh, Ik,th- ind;-fing h-&-hol —d —6-1%aProvide toWa,matic, of pipe or ­oVit type aho' sae. ­e*cfia,, 4hWmoN­ co,c,et, ­,wheht i*f­blio, ParldugAie orary (top —d bottom ele-ho—, etc), j61W ho,,tho, t,. of each eqired -&Mg i gravel a n jessary to i1A,h I foot and acc-ory of �Ncb/ b/­ti­ i, with,, 0 02 ft. (114 ). - -6 AC,,M,y of holiZahtal ck and See Sheet SP Coordinate a// ­hon wtb City; Owner, and Engineer Reccstrchon e,cowfions sholl occur pid, to allow 0 bt_g t,,ct..s and ai­ to Nity co,et .. ion 1, toc&W, ­d�,ig, ohdlo, des4n caht5kmoh". .. e­ or Alternate 4 o er. hiel' 0 The 1­M,, at the p­.t­tAb, -fib, symbols d—, hot ­­Vy indicate the loco than of the buried 1 acce ss '01ty. It /S the reepo,sibdity of the Contractor to ford and expose the 0dity. 9, C___ .. be eebh caff - eWk- . ­1­ the "b", Lon tractor .11 -1 lob—il cons ctio b, he c— Engineer igalhh, 1­1 ­, be ­.- but it —t be -- ohd hbdilAed he .doe.eo,' 1. 10 Me cohh.ctw — be —.-6. Aw a, s,­qe and ­, necessary hp—d"q -A, eehiculw and Pedestrian . rwe- accesshh,�, _'d he site ,k, ­t­hbn� . o 11 T-Ifi, -thb, be used doing cwsiruchon wdhin the S'ed, SY-1 R,01 o/ W., 12 Lin t­Yh, —k be respansdle far ­hiht ehh the --ty — the City of South B-1iglo, Public ft— to ­m ------ the h-b-,w, 1—d wAil. the C4, Right 01 W". Me h- /_ the _/1 �/ be the Contractors 1J. Al swdory pipes be PNC SOR JS unless b1h-e;,e — ENW011TE o, offie, 1W ppe with -,led content a NOT d­01bb1c 14. Fw this p,,,0,11 exposed ­d h&/ be to , wdvnum 14 DA t f­ mitibl oW,,b­ See 5heet W-4 W ­cebtiah. 15. A# OW Site one' C­ UNhy be,,g, extends &oh, beohd 5 ft. W""' M' h,11 e, See Sheet SP-6 10, st"O"01. ohhbmg _Winkle, and Mecho"col RMS for 0 design — 5 ft of the bCXdb­qW ' fbrAlternate5B 16 fie 'h— -d robs don 'by —1 �d� 11 h­, to -'We the tky, Me Coh—, anal be ­ble bob—, o4l pa-1 -1 —bbbe, to I—— the e- 17 T­ C­ hW be reVoeele f ­­9 bh new water sewer, and ­hbne M the &,Rhinq plmbkg corn __ me __ —1b, — cbbhd-le wth M­­& C_t­t_ site C--- .. -fe, I mechamcol and ­b.9 o­ Ab, designw. spec, ­Wdhvn� within 5 11. of the ­ildhg P1b —­m, the newb,#d0q 1-h—kh. Me new -Mee /or MA ­*,1 —1 be m­ and passed11 ­,dked 1-1h, MILLER RESEARCH COMPLEX RENOVATION AND FACILITY IMPROVEMENTS UNIVERSITY OF VERMONT Burlington, VT ARCHITECT: S2 AhN.a.. 5224 Shelburne Rd. Shelb.—,W65482 Ph ... (902)985-5595 CIVIL ENGINEER K.b.=dL=k,VC...h,.g Engineers, Inc. 164Mein Street, Suite X1 C,Mwete, VT 05A46 ft.­(8G2)87"175 STRUCTURAL ENGINEER: �.T H. S-1 Fnginttnng 0 Afl­ Dary h,ee. Jet. V 1 05452 Ph­e (802) 87WSN MECHANICAL ENGINEER: glade bn8.n..g 18 Clarendon Ave Montpelier, VT0S602 Ph­(802) 777-3198 ELECTRICAL ENGINEER." po,­ & A, ms P.O. z .�610 Z_ V 05672 Ph.­(802) 253A 7 FIRE PROTECTION: Chou Ggineenng, PC M CW— Rued E­W05432 Pb­(902) P93-7901) - - y zee Ws - A BID DOCUMENTS �-__E: 10.10.14 SCALE: I"=40' REVISIONS 1 1­4 .­,erk­A11­4,5A,5B Addendum #2 r-71—:1.11—F.—i 11/03/14 OVERALL SITE PLAN SP-3 I' 3 I6•�. Piro I I I 1 40' 80' 1?O" I-' 0772-1 — — _ x. concrete BO/ .SCOle I fa• a_-I>'ne � y„6\ m. 305.l4 / 9Os meter _ I 1 9 a I 51n/xb°° fence < See Notes and Leoend on Sheet SP-3 SII ,e•b<c � / . co�<te PITZPnf,9iJAR ST � MRC I gRENA 4B0 SPE _ 771-2 I 0772 C3I LEA \\ ^ JO At I r m J0..5J I our J04.50 sf I� l ❑ FFL.JI16 X 3,0 1 _... /c re « I ❑ I //jtt rpun9arock m,l MRC YO(/NGSTOCK n <.. rlp9 Va< I I I ❑ epacememe I FAC/L.ITY See R 1 f g -r II won li9nts o I Remove exis tag Exiatin Road Subbase and EI ^ I a catch basin a uminnua P.,ement Ncw tame ground 430 SPEAR ST ,awm<n, R I , Detail for underground I e ePE 1� e«cg aoe 07,92 �I a ^ o i J11 1 : 9n II05 JIS & / 11 ° Pacam and micgaum pipe mcrt P°wet trencl rcPar c°nnete sp= I alhm io ex aowmear -- k � New d .x as re I C--,e p <x I pawem� 1 New CH 0776.3 xm xdL^ Lqn a with new sign. - _ - 3, �} ♦ t 1.4 1 1 x�I / /� pe1Remo exus'L Jto 5 Rim 310.53 — _ - x 0777-A 0 h c.s res 1 x r .8 (ex.) _ — -' aAM Nat nil (°aril cost on I rex � / sub needed x e e Inv 306 — _ 1 WPV mk se Inew p119 m�mt°9P®' Jt1 tank coM ice/ IN°° II Jt # e +e r \C0y rOA°ne v ,ln v. m JOr 95 ex. cnncrere 7 \ 1 o1 1 1 \ S- - 5 aNaeimvvw °in)anu� tsJ9Je6eoe is eJs fi�/t �.�� I I Ncuerwh (c7o'nYrec,vdeeal) ,7 ` ebEb t h, X + W.xnmrZeeI 4e.-4d/oJe OgPt or�awad iWK un_ cmm_mle pW Rm'� m0Nln490 SPEAR SNw nmh Dil Fccd bin to bC 0773 T 11pro lded by Owne0J9 O9T- $I tporary emvel parking �`� �.._.. -�� a•yi storm Z,rlt - R51'. {.y\ .a,o qo aan and "wm T< ! ^ 1 woes C7. hh .. 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Rod / f III I I / / '� N� 101E wide re e walk. See he f See etah R Temporary J10 / `Ncw stove drip c (root wall. See cap n new tee I II' ,ecasY / 1 1 I New'lD-R"widew°°rgL ,(p/ ^edge.See Detail Srmaunl Plnm. � �1� concrete wsste block R - t � / 1 1 �- walk. Sec C mcr<re Concrete Sidewalk ®f' u1 d fencing l I Dc it New SMi, 0776{ a,M porn cuntiete a urW rel2 . I / I 3 -Sidew Ik Detail so1 tall t m Wet " /- PmaryRun 3110 1 Mrwk fill rods heukl t oil. , 1 I ✓ ) / ® Ncw coomeic slab on P lec d mg New c-tionjoinl, c. m 305.0 Sa Detail / �'--frail will, See c typical. Detail. I out 30a 9 �. ^the a� d the iron tapping / 8kc� v vc i ,Y 9ppe d ^ m n Shut I Plms. New --ice. S. _ °1 m o N gat t�.i Alumhing plans( design .. 6 y -'_• ,>\ / / / / '"' onrmuate,.e ear within ML n(d a bald,,& xJ'T 5 A/OR/N y. location with N , 4"&colcunn '.= I f ^•:ail ymu<1 _ x309,90 /' I losldl le -I roam see z. vet , , Y / mpnrary t, �cwboltard at 5 J New �aPn„a.r ••c � sa e�cpnurtu HOJSF ` E N .6•F P,umb gPl bar -ad daunt ,'Y .peso€ - tare ,te„t ,}xe- ) a / I aiatmMncc. tyPivaL —1- See f dcvign wubm SR of typt®1 oF(v o _ ewxne°° t / aosement / •5 Pr teen the lwilmng, .soon y �' I •C / av✓ �I for design within It 5125 .. `., nv 306.5 3 � (r 2 / �� prow/ S I ft. of the bo ld,; 31,.0 ii 312.5 J 3125 �' c�i '^D m 1 ( # 5,0 oti n 3t, a d N ✓ secSwcture pit J / ' a for cop of concrea I ..• i 6 T ^lion side alu r 1 o \ iVt:v� paVefllell[ N air i:und elcclnc. 1 wa4m gnvd well (tyP.l O up gr ea Y \ , Sc FJ6 al taro fro <" eO / ry Ps h Maxrmam �: .. .N mac is / N 6N4rdi. tee .^c S I ,ands ifwcrons ; r. �- nfl/III I / > 2f._ Pad. See New I e / ya ^ ggle I �^C__"'•\ Install stone lined awn •,C crate Pad el 1 s5, 1 0 with ew�4 vr. i (T wile, 6dee y., oar ..valve. . I N b Ilar& at overhead 4p s I .. - : / (Sce Detail) P) L« tt j I I4% o Mild corcerofbuildmg / Dpail D6. AddAltuiute#land N m ,b\ I i?0 C I I \� a / ® A � MtiPeetu.�lartw,ng \ 13 1 1 r a "p I 309. I 9 ea. 9 1 n ma�lsr on"' I e/ y.Jw,0R 74 m pR- . / ` V , 1 �o . P lahYl pip. seun-ne w po ryt! ,fivucuon ( �. 1 4/ - New bob d, (7) u 9evnat be - ta' ed. jlexL end of / / 1°g,.. rWo ne., e 1 it fearng i e - oveawaa m in ana con a N d sties (Mitrt ilding. See Add 1" I \ 4 J Nov \pal @metal o „ A.biu .,.W maw gs, N� `� Dnp pSei Structural140Nl u as I�nnc N - // 9 // U RC MA ERNITY Alta - 41 and pipe r ens er _ 3( ^ 5) L rNtYP �(seeantd, o M ly4 USPEARST CD.5) 309.7 /" ` i SAh' ❑ Cntulay u -ft"wocOW e I ex. grow/ &^° `% j \ ®/ \ ` \ o. -- _ - - _ - NO - - -� - "309 NeW ytat'el ,et a\ / /\ 0791 -J0 51 * �n l don ee :.qor/o:+ II Sce No 1 I &. I I \ i \ oanWae3 cap e% Coor d c water line ' tai _ 12 un S SP-3 I _ _ ) « storm as C lu nt I ur wu within gP �� 0776B shut down with Owner / < the tight way I �,M- \ \ -« 3 Run308 R JOP pa,mie 1 o. emx tide 50 \: - r » « 03 ' 30 1 0_ > -t�ff - Iii nv out I(Malch e `^i4 I I ductile mNew 1 en A,r,4C; SOU7-H trio IB'� x309.5 a3s� Q8,4 .!^' _ _ - -1� ^/ JO � z / FF[=J095'. {-�a1qasnn tapping s 'c t�i g'PE,4K S'Pprls�l sepualion enironce ro \ xl 4=„=,tD9 3.7. y T ��.� Forsediment control in paved enss _ 11 I and, v frislmq bosemml 4r Lwnm°aYies / grneouetion, nstafl 12"dnnieKr ^ p �8 I Baaen J09 - - x mmapped _ I 1 r:ruhcd .mils •tune^ wraPP<d in drrunag< \ / I epzi1g, a I path atkr ,BtM-±9fr 6 o, Ae TERNATE SA e/ I ALTERNATE 5H. �I, -1 c g aninage awxle R:m J09 JJ J II 1 New 161E wide gravel ex. powment Sbic Sec Catch Bazta Inlet Protection Detail. o \yL out x3093 - Inc m JOT 16 / 1 I. dove vnth 24" simbese '\ I � $torntwflte Vedment I /n v. out JCT 7T� L�3036' I a bas n, urxl _ _ ovtt x fabric & sLm' 0 B fe- temp IIQ�- s _ _ _ _ __ rz �S MrraR 500 4 I 1` fetrce pmm� choice OlBS-'A - e Temporary Ila I Pdg r A R,hn JD9 -GY! I 1 x \ai turwnee. typi - °q y u+ 30 9z �� _� heeka.m I IR I ^ COIVA400i TIES 1 < ti n ma cwr 29B29I F gr nn�vi n 1 on � as. S G N/A�7' $ anar�a II C i T A4R <x a rue/ sroro e ex. cone m N " 1 1 I i � l log "' PEA t' g 7j n r 310.50- M JOJ 87 \ Repone rang _I 303B7 --._��' crere em9 /s MR.LER RESEARCH COMPLEX RENOVATION AND FACILITY IMPROVEMENTS UNIVERSITY OF VERMON'I' Darlington, VT ARCHITECT: S2 Anebrteciure 5224 Sbdbume Rd Shelburne VT 05492 Phone(a02y185 5595 CIVIL ENGINEER: Kreb and 1Ja11ng Ceanoung Fngtrcen,1 164 Main Street, Suite 201 (7I ha Vi'09146 Ph-(802)e7841375 STRUCTURAL ENGINEER: .I.1 H Stmctural Engineering 10 Ad eas Drive base, lei. V 1 05452 Phmc(802)878-3504 MECHANICAL ENGINEER: Slade bnlin ttnng 18 Clana l.. Ave Mentyelier, VTO502 Phaec(802)777-3199 FLECTRICAL ENGINEER Pewaon & A — us, P.0 Bo. 610 row,. V 1 05672 1one(802) 2538607 FIRE PROTECTION: cn Gsmeenng, PC ,4 Ch I re ROW ba VT 05452 PI 002)991-79M aPS�MERM h ie w A N- C `rum; BID DOCUMEN "I'S DATE: 10.10.14 SCALES: 1 ' 20' REVISIONS iIN3\I4 rmrwn,yni erW.,Alu+nue•SA..w Addendum #2 RECEIVED 11/03/14 SITE PLAN SP-4 MILLER-E-ti,A" NOTE: • ALLDIMQNSIONS ARE TO OUTSmE FACEOF FOUNDATION OR FRAMING SrMWORKIMPROVEMIENTS 96MB' EXES71NO VISITOR NEW PUBLIC CREAM BARN / M.1 ENTRANCE. 4T-T' � A52 A51 60I' A21 i PLAN 06JAE3 1 '� t4- RELOCATED — FRED BIN — — — — — — — — — — -- 1 4 NEW ROOF CONNECTOR 41 8. I AS A5.1 N.1 Nw PUBLICJF071�210� MILKING ____--__7 M]LI NLO ENTRANCECREAM BARN IURE �_______�4 NF.WCOY®ImERRDuLLP;IRYAREA ®I � MECHANICAL STORAGE ® 'v .7 \ —--------- NEW MANURE PIT AS.1 ROOM �•I• PROCEDURE � 4 77 A4.2 P ® g ROOM -- 41 ® RESBARCHRABN ------------ — — — — — — . A — 0ll — — — _ - 3 A4.1 1 `$ A41 6•b' 89'b" 7B A42 M2 IT ASJ NEW MANURePfJ r� � 72' ' A53 � I I I a I 1 I A23 Ptax WrA" RESEARCH°I 10131 • ADD ALTERNATE #1::RESEARCH BARN AND CONNECTO] i BUILDING SHELL ONLY ALTERNATE#1 SCOPE OF WORE.: - ,I BASE FOR SLABS - NO SLABS TO BE CONSTRUCTED I CONCRETE WALLS / FOOTINGS @ EXTERIOR WALLS H I 2 WHERE NEEDED, FOR SUPPORT OF FRAMING WORK ALL FRAMING --------- — — — — — — — — _ — — — — — ALL SIDING ALL ROOFING w �' - ALL O.H. DOORS TSB ALL SPRINKLER WORK 4 M.1 MANURE BUNKER ADD ALTERNATE #2 `RESEARCH :BARN FIT -UP SLE I'iT LP DRAWINGS D-W FLOOR PLAN SCALE: 1/16" = 1'-0" N 0116' 32' 64' SCALE FEET MILLER RESEARCH COMPLEX RENOVATION AND FACILITY IMPROVEMENTS UNIVERSITY OF VERMONT Burlington, VT ARCHITECT: 52hiW 5224 Shelblburne Rd. Shelhume,) r Pbo�x:(802)985-5595-5595 CIVIL ENGINEER: Km wd L..in8 Con®Ideg Eneinecn, Inc. 164 Mein Svmt, Suite 201 Cniche.rc4, VT 05446 Ph_:(802) 878-0375 STRUCTURAL ENGINEER: J.I.H. S—u Bngm dq 10 An—O Essex Ics.. VT O5452 Ph—:(802)878-3504 MECHANICAL ENGINEER: Slide Fingh¢emg 18 Cl—.&n A— M—p.1m. VT 05602 Pi..:(802)777-3198 EL.E('rRICAL ENGINEER: P.O.610 P�Box 6: A..atlem. B S VT 0503 672 Ph_om:(802) 253AG17 FIRE PROTECTION: Chao Engi—ing, PC 34 Chelse. Road Ewe,. VT 05452 Phone:(802)893-7900 BID DOCUMENTS 9EO ARC SCN,F rF 9 Wa. V OtV1 J'F OF VEPM' DATE: 10.10.14 REVISIONS RECEIVED 10/21/14 PfW CPN4TRUCnON FLOOR PLAN A2.-1 CORRUGATED BRIDGE CAP 518"ROOP SREATRING METAL ROOFING / W/UHDI4RIAYAffiT BE RIDGE BEAM 2X8 RAPIERS ®16" O.C. — 12 12 ( BEAM d�� ,d SPANNING FROM CREAM BARN TOEMS71NOOR OONNE r.UWOR -SIli SIRUCC.OWOS. �. 2X6 RAFTER TAIL4 / 2X6 SUB -FASCIA 2X6 00LLARTgJ W/ VERT. TRIM CM.) / IX PVC WRAP AROUND PVCBEA BEAMS CTYP.) 3.O Id'-0• CBHDNG/SOFI CONNECTOR ROOF SECTION V SCALE: 1/2" = 1'-033 MILKING PARLOR ENTRY ROOF ELEVATION �SCALE: 1/4" . I�!!','!!�111IIIIII IIIIIIIIIIIIIII�,� 1.111111�l.®IIlll�..o sNo I —c COURTYARD NORTH ELEVATION A 0 p ® v v d© - CREAM BARN ENTRY ROOF ELEVATION SCALE: 1/4" = 1'-0" I:M o .. ©COURTYARDA pPR1 A1LP1111]PRCURTAINgYgT@d_ ___ ___ Rmnn3 oear+m°s w Ra®Aacx BARB P°3�3�Arur+ PNQf°VCLTA3C PAN09 n'YP.) w® mmm NEW PRGFN STEP FIASHNG UNDER SIDING AND WEATHER BARRIER 14EWMHGLROOFNO ON ICE 2X8 RAFTERS 016. O.C. AND WATER SHIELD ON L9• W/2X6RAPIPATADs WOOD SHEATHING -- PR6F4N.MT4 44- DRBED(& -- IX4 & IX8 PVC FASCIA BOARDS 2)(6LADDER FRAME ® RARE _ 2X4 CEMI NG AND GABU WALLFRANIIC CORRUGATED MIT, r w SDNG OVER U2" CDR PLYWOOD PVC BHADROARD SOI'FFf / CW.INO 4X8 PAINTED WOOD TIMBER_ coTTE 6X8 PAINTED WOOD TIMBER _ W/6X6 BRACE EA SIDE _ 3X6 PAINTED WOOD TIMBER . EA. SIDE 6 COTNTERSM LAO BOLT CONNECTIONS -SECURE -- TO NEW SOLID WO l) BLOCKING N WAGS ENTRY ROOF DETAIL �SCALE: 1/2" 33!'8 R aTRPf t'fYP) T�concewR wAu ADD ALTERNATE #1: RESEARCH BARN AND CONNECTO: BUILDING SHELL ONLY R _ ! � wwm000n ___ _ °fta°E - -S ALTERNATE #1 SCOPE OF WORK BASE FOR SLABS - NO SLABS TO BE CONSTRUCTED TMTga'o° "^"J ot3na+e to CONCRETE WALLS / FOOTINGS @ EXTERIOR WALLS WHERE NEEDED, FOR SUPPORT OF FRAMING WORK ALL FRAMING ALL SIDING ^� J ALL ROOFING ALL O.H. DOORS ALL SPRINKLER WORK ovtxsuuMAN aeaaee 9�ooe `�+�cnv /71 ^...._..^.--^�wc3comsonETv3uE wa urvnxs�.Tt� Aaov6� cvauaA33m .smemv�ar rarerA�smw° r� I rtn.l ,� MTB� M-afiaY 2-0— I9 4R06IWA-- 33,3 MILLER RESEARCH COMPLEX MOVAT70N AND FACILITY BOROVEMENTS UNIVERSITY OF VERMONT Burlington, VT ARCHITECT: S2 A.W,. . 5224 Shdbume Rd. SMlb—. V'f 05482 Ph—(802)985-5595 CIVIL ENGINEER: K3eba and l .., C—ln"g Isgi— 1- 164 Maio Sueµ Sohe 201 CoVbetel, VT 05446 Ph-0102) 878-0375 STRUCTURAL ENGINEER: ILK S—W Fivguzeemg IO AB— Dnve F x)n.. VT 05452 Phone:(BO'.) 979-3304 MECHANICAL ENGINEER: Slap Fngi—g ISCI—d-Ave. Mootpd-, VT05602 Phom:(802)777-3199 ELECTRICAL ENGINEER: Pearson A Auodaors P.O. 13-610 Stowe, VTO5672 Phwe:(802) 253-9HO FIRE PROTECTION: Chase E gioeuiog. PC 34 Cha — Rud Esau, V'I'05452 PW.1802)893-7900 BID DOCUMENTS tc�SE� Sch-,- C � w M t • HAd" Ca 9 17%' l�A �OF VEIN DATE: 10.10.14 REVISIONS RECEIVED 10/21/14 Rex <a3s7a°cn9x EXTERIOR ELEVATIONS A4.2 �� mmTu tn�vmcmra :1 t pma1.AILevNen ctlR ap .. nX�nE� gOU®ppYlIpO91N •Pdx6xCE 11A•N J __ iai C rt __ _ _ __ _ �Ipga IrgaRP•.xn1Pa0ATIDPAPBffit _ _I� ___ _____ ___ __ __ ___. ________ �Dx_ J_r __ _ wm� Oi19NIX 5W _ 2wn 9vn.wx mel ��` SOUTH ELEVATION - RESEARCH BARN 4 SCALE: 3/32" = 1'-0" ALTERNATE #1 SCOPE OF WORK: SLAB • BASE FOR S - NO SLABS TO BE CONSTRUCTED • CONCRETE WALLS / FOOTINGS @ EXTERIOR WALLS WHERE NEEDED, FOR SUPPORT OF FRAMING WORK • ALL FRAMING • ALL SIDING • ALL ROOFING • ALL O.H. DOORS • ALL SPRINKLER WORK NORTH ELEVATION 2 vvt>ew xt�mrx ., SCALE: 3/32" = 1'-0" n rwotm�+ - rnecaac� mRx., ou.nP+c amTnl. wuvex mRa �rw nr, (rma 1� �� ���Illllall`��III���iN`Wil���llhil!IN�nlllll�lll�!II!I��il _.eaai �ro,v>�ra.rs=manmavr+w O PA74� nnrrti. aoo�e,na me.)-.\ms�.mo^ �`. ii- HE ttMxuoAreo earN, vareTnnmsa RYP.1� cowrextww m ���uewx6•H_ --,sui..Mu.x.rutcrnwr. ALTERNATE #1 SCOPE OF WORK • BASE FOR SLABS - NO SLABS TO BE CONSTRUCTED • CONCRETE WALLS / FOOTINGS ® EXTERIOR WALLS WHERE NEEDED, FOR SUPPORT OF FRAMING WORK • ALL FRAMING ALL SIDING • ALL ROOFING • ALL O.H. DOORS • ALL SPRINKLER WORK IILLER RESEARCH COMPLEX ENOVATION AND FACILITY 91PROVEMENTS INIVERSITY OF VERMONT lurlington, VT ARCFIITECT: i2 A hi-- i224 sh ft—Rd. 9hxmunta- W 05432 Ph—:(N2) 985-5593 CIVIL ENGINEER: Kmba and Laming Con Ift rox s.lrc. 164 Mun St',, Suia 201 C.R.-- V1705446 Pb—(802) 8794n75 STRUCTURAL ENGINEER: J].H, S--1 Patginmting 10 Aft. DIN- E kt., VT 05452 Phone:(802)eT9-3504 MECHANICAL ENGINEER: Slade Gginoedng 18C—&m A— M..r,,. c. VT 05602 Pb—:(802)777-3198 ELECTRICAL ENGINEER: F— k Awac P.O. Bon 610 S.— VT M672 Ph—:(802)253-9607 FIRE PROTECTION: Ch— E•glaeanng. PC 34 C.1—Rod F - Vr 05452 Phooa:(802)893-7900 BID DOCUMENTS yE0 ARCM IOCV p Sc rxC �� ��• No-�ca 9 No. tt•x �~ TF OF VEp� DATE: 10.10.14 REVISIONS NECEIVED 1 O1211ta EXTERIOR ELEVATIONS A4.1_