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BATCH - Supplemental - 0147 Spear Street
Austin Hart Burlington Development Review Board Michael Long 149 Church Street, City Hall Jonathan Stevens ton, VT 05401 Brad Rabinowitz Burlington, Bob Schwartz www.burlinatonvt.gov/PZ/Boards/DRB Jim Drummond Phone: (802) 865-7188 Missa Aloisi Fax (802) 865-7195 Alexandra Zipparo (Alt.) Israel Smith (Alt. BURLINGTON DEVELOPMENT REVIEW BOARD Tuesday October 1, 2013, 5:00 p.m. Contois Auditorium, City Hall, 149 Church Street, Burlington, VT AMENDED AGENDA I. Agenda II. Communications III. Minutes IV. Consent 1. 14-0252CU: 15 PLATTSBURG AVENUE (RL, Ward 7) Robert King Convert existing salon space at rear of building into a third residential unit. (Project Manager: Mary O'Neil) V. Public Hearing 1. 14-0015CU: 107 LEDGE ROAD (RL, Ward 6) Rick & Christina Levinson Modifications to originally approved design under ZP# 13-0768CA. (Project Manager: Mary O'Neil) VI. Certificate of Appropriateness 1. 14-0291CA: 135 UNIVERSITY ROAD (RCO-RG/I/R, Ward 1) UVM Convert existing soccer bleachers to partially enclosed structure, install roof over entire remaining structure, enclose easterly portion for storage, asphalt entry area. (Project Manager: Scott Gustin) VII. Adjournment Applications and Plans may be viewed in the Planning and Zoning office, (City Hall, First Floor, 149 Church Street, Burlington), between the hours of 8:00 a.m. and 4:30 p.m. All staff comments, plans and supporting documents will be available on the Planning and Zoning website at: www.burlingtonvt.gov/PZ/Boards/DRB/Agendas-and-Supporting-Documents approximately one week before the hearing. Participation in the DRB proceeding is a prerequisite to the right to take any subsequent appeal. Please note that ANYTHING submitted to the Planning and Zoning office and Development Review Board is considered publir 2nrl cannot be kept confidential. This agenda is distributed to: adjacent property owners of projects before the Development Review Board, Neighborhood Planning Assemblies, City Councilors, City Departments and interested parties. You may direct written comments to the Planning and Zoning Department, at the above address. Inquiries may be made by calling 865-7188. Oral comments may be given at the meeting by any persons on any project listed on the Agenda. The programs and services of the City of Burlington are accessible to people with disabilities. Individuals who require special arrangements to participate are encouraged to contact the Department of Planning & Zoning at least 72 hours in advance so that proper accommodations can be arranged. For information call 865-7188 Printed on 100% Recycled Paper GUTTERSON FIELD HOUSE 0 I I • jl '�I , I 1 I 1 1 g J DAAS ROAD 1� wl ol? � IE 1 1 1 1 I 1 1 I 1 1 I 1 1 I 1 I I Existing Turf Field 1 1 I 1 1 I 1 1 I 1 I I 1 1 I 1 1 I la 1� I� la I s Proposed Game Operations Booth r 1 , - 1� �. The UNIVERSITY of VERMONT ' UNIVERSITY 1 IA i T` ,*J( ' OF U �/ M ' SITE N � �� �• VERMONT 'I University of Vermont I 1 I FACILITIES DESIGN dr CONSTRUCTION o/ Il m MARSH HALL, SUITE 10 W 31 SPEAR STREET t OBURLINGTON, VERMONT 05405 —I(802) 656-3291 11 t 6 El Cl=,_ca — — I CIVIL ENGINEER (Do9 'J I (� BURL,NGTON li COUN LUTBRY 1 I �I 1 `— I Location Mop I ' � , 5 �,•��' of a v£�+. H e 47i L-1 � I � I"� I,,,,,,J. 1 1 1 1 FOR REVIEW ONLY 1 1 1 1 I I " I 1 I 41 a 1 � 1 o I I I NOTES Project: 1. The topographic features shown on this plan ore based Moulton Winder 1 1 on ortho photogrophic topography provided by the University of ✓wr ont. Field 1 j 1. The properly hoes shown on this p/on ore approximate Game Operations Booth I 1 1 Project No. oezza I I Scale +" = 30' -- Drawn by )MR 1 Checked by 1 1 1 Date January ,<• 2010 I I Revisions No. Dote 1 1 1 1 ermitted I I Track 1 _ Stormwater 1 1 Drawing Title Treatment Facility I (Not Constructed 1 Overall Site Plan I 1 1 60' J1a' JBO' I t Drawing No. 1 11 �------ -- BAR SCALE r= so• C-0 r W2z.\o. See Architecture/ Plans n for all design related 395 V information for Ga o and associated building ej�'c �R infrastructure. 2 1/2" PVC WATER _ Re%ate existing yard and ground—,,_ _ > y rams, Wives and ossociated piping 2/2r PVC WATER s� to location outside the structure footprint. Coordinate with UM. N, telecom junction Ex. sprinkler head box Existing bollards _(1) — 3/4" POWER _ Yo (2) 3/4' TELCOM hydro t J4" COPPER WATER — _— A - 4 A 4. 4 ° 4. 4 1 r' POWER a 4 < A 4< 41 11" AIRLINE° 44 ex4a col7erete ° 4 4 ° ° I A 4' 4.A 4 .. A4 " n4 au A4. 44 A A 1'6 ° _ n _ New steps. See — Architectural Plans. S ex. synthetic turf field NOTES• 1. Me awl —to, No// De r..P-,A/s /w rwokirq a/ Disturbed pros Dack to arlgkd c-dYr- kekdng bur not /mited to A`O__t s;srw'k, dscwkg, sits tolkg, declrica; -d etc. 2 AN uWeArs to be oboe ,d Not/ be Weedy cut, copped eblwNght, —d /e/l k-P/oce un/'- the removd o/ the ob-d-ed ufb'ly Al required bL`7 —st l— krr wo kle—aft necmy'N't, con/Anr r/M Owe, It'r 9 y -O may be oD —ee J AN ex— /N( slump; rock, —d the, waste root,/ is foe exaut/ve prgo,ly of the Cmtrocfw —d shd/ be r—m 1 /tom UM! prq-1, aM deposed of k o Slate aA ro ,` d' posd fo 14- 4 Cwlrocl, sod/ be respwsAM ! kpwfkg topwd - requred to Ownanplet. Me p of. C Irocrw Nil/ lest Igosod to,PPrord by the , mod fngke,. 5 a,e C-11-to, Nil/ cmrp/y w/rn Me ,osiw perenrkn and —I.-f trot pwm;l 1-Wh m—rs —e Inc procedures wr/ked k Me Low Risk She HmdDook Io Erotkn Prevent! -d Soohn-f CmN0/ The C-!!rotor Nd/ De respmsA/e kslot/kq, momlokkg —d remove of ON ,oskw and sed -t c-tra d.vlces snoen - Me a s - deloas. 6 Me C-frallo Ndr cowOkote the fd/oekg c—slme/im !doled phoskg, m-apm-1, d sego-ckp ;:sues wires me own, pro dolop c-tliuclron. Sequence o/ cwrslmclkn; races; sfapkg —d slOckpde ores c-sfructkn wfety bor/s; froffk, pokkg -d pedesfri- !/Wkq,� 4040 cwc,nx ' d ordkmces, lrol/k cwlyd, y eraroloot eM be mokloked by the Pnysicd M—f naoolm-r mod o/!, consfmcl/on 7 the C troclw Nil/ be rasp -Isle b mokfokkg sole pedestrian and w/rkukv fro//k oo—d the crosfruckp rile — necesswy. 6 Any abmop to Inc e.i.1k9 cmcreI. gores, cwsed d rkp cwafmcriay she be !goosed by the C-froclw to "Wkg o b.11, c OR;wr of no cost to the Own,. 9, No construct!- rohrc/e IroMc, -(,riot sloop, w ales, c-sfructi- rdofed ocM4ly No// a— w the SInelle furl 6dd /0 A temp y sIobA&eo` cwNrucllcn -tr—ce Nd/ be kstdled b cros1m 1N .ehA,4, -I,kg and ex;'hq Me ex/ tkq Powd robe —A I/ IWMk 46 hours Of Rod groekg oN exposed reel must be seeOtO and mukd,M , cowed wRh ,oskan c-Ne' motthg k occwamce el.I"_1seifim of fhe 510te of ✓,mint Low Risk AYe H-rook to fl-i- Mev-lion mod Sedkn-t 0-11a Install temporary silt fence prior to any earth disturbance. � Ph'ysocalpus 04 bl o •,Nlne-bork " 9 0 8l o-f' 6v71d`1`!ne Relocate ex. sprinkler head an associated water piping to 70 location outside the structure footprint, Coordinate with UM. — — - - - _- — 3=PVC WATER — — — x395.65 CONTROL W/RE I New dame Ex. x 395.7 sprinkler aerations Buildin Ex. sprinkler head head FF = 398.0' Ground (1) =3/4r' POWER— �— — -- - hdr�n1 — — -- -tCEms= _- r---_=-- �M — p"P—T (2) - 3/4" TELC 4 4, A � 4v .. ° .a 4' v ., ° A, 4 A 4 41 . 4 ° v ° 4 ° 4. A q v 4 4 ° 4 °k A Cann rn n .. 4.. . a A 4 a A 4. TURF EDGE New steps. See Architecture/ Plans. a New Deck. See a Architectural Plans. st St ,. 18" Polyethylene Storm Pipe ID 6" PERF. PVC UNDERDRAIN Q Soil and Seeding Notes I. 11R.Od .shd/ be ecm-eel -O shd/ 1, ro o minimum 4' OepM udess oddfknd dqm 4 specified w the p-t topsoil shd/ ben I"&' / lde, #W1, sod r prts-toliro o/ kxot podret;ro tad —d / o/ cky lumps slave; subsoil w orh- fwdp moll,, not /roes- w muddy Ac ety r—ge RY 5-7 no1 Mes IA— force (J) p,c-I humus Somols wd/ be requk.0 l gprow'. A// lesMq costs rM be paid by Cwtmcl-. 2 C mercio/ /,tarn, ahw 6e o e W.le p-1 loop c-rokkp nuroq- (50S o,g-k) phomhork -id wd polosY sod tests eM kdwfe c pos'YA" requk- J HyOPO seeekg is the p f reof ~1c. to, fur/ eslo0/isnmenl $oeciC liars ,e. rwrpf - Is- Is- 19 75 Abs per /, 000 wms of eof, LAne100 As. Per 1,000 got/-s of eol, Seed' UMl " m/x 6 /bs per 1,000 :guar / 1. 71. 46X Mk. Fufuro J000 P Rye Goss Gam: sox 1461S Mk. Dynesty roN Fe—e Gwm: 901 9749 Min. Cre-inp Red Fescue r m: 90i 2=uox. ago 1. 61X Mox. k,I o 06R Vol. weed Mu/M: 300 Me P 1,000 goo— of rot, rxdw.. 5 As P, 1,000 gal-, of rot,. M-1 tutor's tog NON be given to Physical Pknt's awns Monope: pb to eeeakg /o gpra�d 4 M. gross seer may be qWW by hind meMad of o rate o/ 6 As per t oW sq. ft. 5 Areos having x0 c pw/lm os o row/t o/ croslmcfhn Nw be roto-fMed pkr to seedkq 6 If n-0 teedkg, m/y straw mdM /t to be used -d secured by nellkq dM, c-g—k w rnoq-k. If kwp—k is urea it must be removed b./ the fkst morkq. 7 St-1, /Id7, NON be grpli of the —of role of III trine of sesd»9 F idaer gp/ka!/an eel/ not be Mowed k s 11,e tiros -d od —t 10 bdkop A os det,mked DY !Ae Engke,. 6 601wkp /s to be dine m Dy the CmNoc/w Ia Wok pop, grorrh Cmll-lw Nat/ supdy ib. rot, mod ow wipwalus necrssy to gp/y the eat, (:es nose; yw / s, etc.) 9 slaking of d/ lepsa0d oleos to contra loot Iro/f wAl be req✓ked Acceplo6/e sfokkq mOtWAWs rM be pros stokes mod Peke , slikq with No9gkg olfowed /a visrbdfly C tr to is rasp -:Ale to mokfok steles Mroupw( M. warmly p,;a>. /0 A pomtee Ihrwgh the f sl gr q !corm is required eilh -y spwse - b,e wens Wger tn- I sq. A 1. be tee—e. ll. fire Cwfroctw Nil/ test lgosod to derermke pgw oppkot&- rote of 10- -d /19i , 5ubmh I'll. to Engineer b oppova 12 5eedhq is permillee /tom Mel, 15 - .I me 15, -d Aupsl 15 - seolemb, 15 ofn, ee.dkg Possible of olhw times with pr/ gp O v /ran Me Rlyskd Mort awns M-age, ex. synthetic turf field Adpc—( hwdec ps B; c ;srkp gromd 40 - �— min Probte MovMe oppropriote NmNlkrr 6elwe— Sfwkiod CmsNuclron Enfr—m —0 oOpc-f hotlxgol across 40' 9 �, 72inin Q�minus Ad/Scml I ground rcrushed slanecrushed stone hr0xgoe I 10'-A, tad P/an Monde —e .e ot/ Cass/mcfias -!ropes M Alok os requirod to presort 1r 6c 'q of sedvnent. Not., - C-frwlo "be respmsdre b the ktfakfim okftnmw, -d remoro/ of o Sbbd/red emst-11- e tr-ce o1 cow _111-Uon wlr-n /w the P-*Ct Me C-0..tl n stoDN' fnfr-n —d Al, _tkwed moki-o- Nd/ be o mAAlwm mrowre to pr t kockkp of —do -/ - C Iro,w to use Mkof,' 50& rod, It— /o /smporwy cwtfruNkxr loos - ItoDMnee' wnt1r tM-tronws Nil/ be repo/ree Hr- rob ore eOZ /Med r'iM sedan -I. RW a ebw kckee 000kq oodii-d 4' w ~ V! Tem ovary Stabilized Construction Entrance .15 EXISTING CONDIRONS NOTES. 1. Underground ubtiti- ore bored on AutoCAD drowings provided by Enge/bevlh Construction Inc. os, port of the UVN Turf Field propct and not warranted to be exact or complete. Dig Sole shd/ be contacted prior to any excarolion. 2 The topographic conditions shown an this plan ore bosed on survey shots provided by Engelberth Construction Inc. as port of the UM turf Feld prooct. Elero1/ons ore based on the datum used la the Turf Field project. J. The North arrow shown on this plan is based an the UM coordinate system. L egend co., Power Ode -112 Survey Cwlrol Point I # Existing fight pole ar a istkg hydrant Sign Existing sprinkler head Existing —d ground po—Iletcom Existing Woter Line/CV —It Existing storm Line _ U9-- Existing—dierdroin pipe E.1$tM9 Contour E !sling concrete -. - --� • New lempaay sell fence The UNIVERSITY of VERMON_ T_ UVM University of Vermont FACILITIES DESIGN & CONSTRUCTION MARSH HALL, SUITE 10 31 SPEAR STREET BURLINGTON, VERMONT 05405 (802) 656-3291 CIVIL ENGINEER Na 8105 ra CMl *c rrr%IrsroHnimre°o•O• FOR REVIEW ONLY Project: Moulton Winder Field Game Operations Booth NOTE• Alomtenance sho// be pe-lamed os Project No. 09224 needed and moteric/ removed when w d stores moron sed>n-1 reaches hall of fabric height mow+ skpe side of I-- Scale ' 20' MkON 100, Mt, /.brk Mko6 to& Rt, look o/Ironed to Drawn by DMR stgoe /aerk to wood Croke A stokes - PMge side. F 6•r k.)deep Checked by Sf�14,a M-w ky look k Date Dec. 18, 2009 boll— CO— e/Ih w-rile mofwrb! akt!�,,Revisions Ilspo. ' ' I� I " No. Dote J /f set knce is III U V1 V ll ksloaee Den grwbe Sec ion A -A is' anon, Wo.d w So d Dogos! must De Sd/ /Mce spacing a g Chat area A r /rce .,pork, to Io 30 loi !0 2A% /l i 25 /t. less 1511. or d less Tvnico/ Temoorary Silt Fence MIS 01 5' 10' 20' JU Bar Scale = 5 Drawing Title Site Plan Drawing No. C-1 FLOOR PLAN o 4' $' Scale: 1/4" = 1'-0" Moulton Winder Field Game Operations Booth University of Vermont Athletic Department "Nipbark" 8' ,0 1 No. Description Date PLAN 1 PERMIT APPLICATION 11-19-09 Project number —� --.___have-r na;uzYt,� = 12•.3:� u 9 ..- Date November 5, 2009 Al Drawn by AK Checked by AK Scale 1/4" = 1'-0" ROOFEDGE 410'-31 +1- RAFTERS - WOOD SIDING --. - - WOOD TRIM ►' EXISTING SLIDING WINDOW M UTILITY - - -- _ WIRE PANEL PANEL --- WOOD RAILING - � I Ft00R LEVEL N EX. CONCRETE APRON/WOOD DECK i I I I I I AND STRUCTURE I I I I I I CONCRCTE PIER 1 - --1 F --I I^ U —11 L_J I_—J I--J WEST ELEVATION 0 4' 8. Moulton ti'llinder Field Game Operations Booth University of Vermont Athletic Department If - No. Description Date WEST ELEVATION 1 PERMIT APPLICATION 11-19-09 Project number ----- Imo" -4, Noaq_ Date November 5, 2009 l 2 Drawn by AK Checked by AK Scale 1/4' = 1'-0" j1 ROOFEDGE _ 410'-3° +1- �i. �w MMM _ O)EAST ELEVATION o _ � � S tale.1/4 — 1-0 Moulton Winder Field Game Operations Booth University of Vermont Athletic Department ASPHALT SHINGLES RAFTERS WOOD SIDING/TRIM FXISTING UTILLIY / PANEL No. Description Date EAST ELEVATION 1 PERMIT APPLICATION 11-19-09 Project number Al Z poP�i-,a.14t�.: (�.�►yv� p = - -(2.3� 09 � Date November 5, 200�3 Drawn by AK �3 Checked by AK Scale 1/4" = 11-0" ROOFEDGE - ----- ------ - - 410'-3" 1 / RAFTERS .12 LOUVER/FAN -- - - - SEE EI.EVATION 1 FOR TYPICAL NOTES _ - WOOD DOOR W/WINDOW i WOOD TRIM __ m � / __ _ WOOD RAILING _ WOOD SIDING -- - == _- --- WI-111 WIRE PANELS EXIS-IING r-I r UTILITY PANEL FLOOR LEVEL 398'-0° +l —-- o -- Ad-, EX. CONCRETE APRON_ `� _ _ -- ..._ IV 396,4' WOOD EASE TRIM - _ ._. _.-- 70EDGE - RAMP � I � �� OF EXISTING RAMP t l I I I I I I I I WIRE PANEL --} I I 1 1 I t CONCRETE APRON I I I I I I 1 1 I I WOOD DECK _-- I I -CONCRETE I I I I I I 2 AND STRUCTURE r-`--'-� r -' I r I I t PIER L_..-__J L--------� 1--------1 L_----�------J-----I Eo 4' SOUTH ELEVATION o 4' 8' yjORT��EVAI�lON le: 1/�°-0 _ Scale: 114" _= 1'-0" Moulton Winder Field Game Operations Booth University of Vermont Athletic Department No. Description_ Date _ NORTH AND SOUTH ELEVATIONS 1 PERMIT APPLICATION 11-19-09 Project number Date - -November 5, 2009 Al 04 Drawn by -- AK Checked by AK Scale 1/4" = 1'-U' �F�C�f FO:•f -----_—_—_---------- --------"'-- - -- -`----------- ------ ------ ROOF TYPE: -ASPHALT SHINGLE •ICE AND WATER SHIELD {ENTIRE SURFACE) -METAL DRIP EDGE A .3/4' CDX PLYWOOD SHEATHING 2XI2 NOM. FRAMING JOISTS I& O.L t2 GENERAL lNOIES WOOD BLOCKING � 41 -SECTION DRAINING IS NOT FOR CONSTRUCTION -2X6LOOKOUT RAFTER TAILS 2'•LY0X. iv -PER AGREEMENT, NOARCHITECTURAL DETAILSHAVE BEEN PROVIDED. UVM TO CDORDINAIE ALL CONSTRUCTION DETAILS, INCLUDING WFAIHER RELATED DETAILS EXIERIORWALI: AT WINDOWS, ROOFING, WEATHER BARR]ERSAND GENERAL ARCHITECTURAL DETAILS AND SPEOP,CATIONS •SV00DC1APB0ARD(3'EXP.) -ST RUCT URAL MTEMS, STRUCTURAL FASTEN ING, AND ASSOCIATED DI V. ENVONS SHOWN -CEDAR BREATHER (OR EQUAU ARE FOR PRELIMINARY SCHEh1ATIC OF SIGN PURPOSES ONLY FOR PERMIT APPLICATION BUILDING PAPER - Wld TO COORDINATE ALL STRUCIURAL SYSTE41S ATM REGISTERED STRUCTURAL ENGINE IR. IPXLUO:l:G: -112COX PLYWOOD SHEATHING -WALL FRAMING •2X6 FRAMING 16' O.C. -ROOF FRAJINNG `111V _ LATERAL FRAMING SUPPORT -FI00R.WALL AND ROOF BEAM5 -HEADERS ABOVE OPENINGS ti •DIAGONAL BRACING REQUIRMENTS -CORCREIE PIERS -SUPPORTS BFANHG 0.4 EXISTING CONCRETE APRON { UHERIORWAII: / tY -FASTENERS AND HANGERS -1/2'COXPLYLV00DSHFAIHINNG _ _ _ ASSOCIATED D.MINVONS {NM TO COORDINATE ALL BUILDING CODE AND ADAREQUIREMEMS -2X6 FRAMING H? D.C. •1/Y COX PLYWOOD SHEATHING + -WM TO COORDINATE WITH ALL CITY OF SOUTH BURLINGTON ZONING; REQUIRMENfS -UVM TO FIELD VERIFY LOCATION OF STRUCTURE WITH EXISTING VIATER CANON MTE A i b ANDADJACENT IRFUGATION SYSTEM RAIUNG: r, _ -2X-2X WOOD VERTICAL SUW7'0RTS EXIERIORWALL• - _ IX6DECKING PAIL AVOOD CLAPBOARD (3' EXP) - WOOD DECK -1X3 OK131IG TOP AND B0TTOM OF W RE PANELS -CEDAR BREATHER (OR EQUAU -WIRE PAHEL(4' 0PENIH(I LW.) BUILDING PAPER 1X6 NOM. WOOD DECKLING 112' COX PLYSYOOD SHEATHING•12' NOIA. DEPTH CANHILVERED FRAIdONG c -2X' FRkCOX 1fiOOD SNOOD BLOCKING PLYWOOD I/2'CD%P111'I00DSHEATHCNG SHEATHING JO•ST HANGAR R,1 -2XSTUBWALLW/PTBOTTOM PLATEBit B -%ViRE PANEL ;LL fl --- o f , DC C0':CFfiE AF FOY e \ L BOOR STRUCTURE: -3/4' PLYWDDD -12' NOMINAL FRAMING DE -METALHLIST HANGARS -WDOD BLOCKING C GROUND COVER: •GEOIE%IILE •PEASTONE PIER: -8' CONCRETE -METAL fWAING ANOIOR f n�1n' r,Sec ian kdc�Y'�/W H No. Descdptlon Date NOT FOR CONSTRUCTION C University of Vermont Athletic Department Moulton Window Field Game Operations Booth Section Pro ecl number: Oate : 19 November, 2009 Drawn by: AC checked by: _ AK Project Phase: A105 scare: 1 12 13 4 5 6 DEVELOPMENT REVIEW BOARD 4 MAY 2010 PAGE 2 Mr. Dinklage said the decision will extend the deadline until July of this year. Mr. Lesser -Goldsmith said the work is being done by a local Vermont artist and will be anchored to the masonry of the building. No issues were raised. Ms. Quimby moved to approve Design Review Application #DR-10-02 of Healthy Living subject to the conditions in the approval motion. Mr. Farley seconded. Motion passed unanimously. 5. Preliminary & Final Application #SD-10-13 of the University of Vermont for a planned unit development to construct a 275' x 600' track (only a portion of which is located in South Burlington), 147 Spear Street: Ms. Ravin said this was previously approved. There is a small change in Burlington but nothing in South Burlington. Mr. Dinklage suggested submitting the plans to the South Burlington Fire Department for their information in case they have to back up Burlington. Mr. Belair said staff had no issues. Ms. Quimby moved to approve Preliminary and Final Plat Application #SD-10-13 of the University of Vermont subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 6. Miscellaneous Application #MS-10-04 of Claudio Berger & Sheldon Katz for approval to expand a non -complying single family dwelling by: 1) enclosing existing front porch, 2) constructing 6' x10' covered front porch, 3) converting rear deck to 2-story addition, 4) adding 8' x 12.5' screened -in rear deck, and 5) adding two shed dormers, 54 Central Avenue: Mr. Katz said they have lived in the house 10 years and need to expand and renovate. He said they are actually withdrawing the footprint. They will comply with the setback by cutting back the front porch and deck. Mr. Dinklage said it is up to the Board to determine that the proposed additions will not block views or sunlight from neighboring homes. Mr. Alvarez, a neighbor, gave members his written comments. He indicated that the proposed 2- story structure would block the fall, winter and spring sun and 75% of his view. The proposed deck would also destroy a tree on his property. ,r ! ,Oi L611O.'. southburlington PLANNING & ZONING May 7, 2010 Lani Ravin University of Vermont: Planning Services 109 South Prospect Street Burlington, VT 05405 Re: 147 Spear Street Dear Ms. Ravin: 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, 2010 (effective 5/4/2010). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to Ray Belair for recording along with an $13 recording fee per mylar by October 29, 2010) or this approval is null and void. If you have any questions, please contact me. Sincerely, f,, Jana Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7009 0080 0001 4397 5650 575 Dorset Street South Burlington, VT 05403 te1 802.846.4106 fax 802.846.4101 www.sburI.com -I - May 7, 2010 Sarah Thyrig 208 Flynn Avenue Burlington, VT 05405 Re: UVM Track Dear Sir or Madam: WE south PLANNING & ZONING Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Jana Beagley Planning & Zoning Assistant Enc. 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www.sburl.com -ROW South PLANNING & ZONING May 7, 2010 Joe Fischer 8 Hayes Avenue South Burlington, VT 05403 Re: UVM Track Dear Sir or Madam: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Jana Beagley Planning & Zoning Assistant Enc. 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846,4101 www.sburi.com AVM //K� JAResI Interested Persons Record and Service List south Eli -121 1A0. Vf.RM0NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person s.tatu$. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: \/ q, � v/Z) PLEASE PRINT CLEARLY, NAME MAILING ADDRESS PROJECT OF INTEREST Zoe -F-tLlnn 7PNC Sitr-6�,h -7� ISO J � L f lv�c -z- 5 z Ceu., . z ZZ D,rfzzz 7 i C / �YGs A � r f Wvr / Vv s �� Zwl�p //Off /�°51'�yl®.%��P �. � hfJz°i'i/��t�l� �/ I �V Interested Persons Record and Service Li •"s--''""""' st 4FR-M0YT . Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must bean opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested ,persons to the appellant in five wor in days. 24 V.S.A. § 4471(c). HEARING DATE: a� PLEASE PRINT CLEARLY! I I NAME MAILING ADDRESS PROjEC-C T OF INTEREST �414LJ c S S) v i� 1 Z3 v t PC -as ba (d vr- 5-2-5 4I c,rs 1�,.jzcv 1 %✓��' �e� � e�dL �r rat rr/Y M/Yz WON Interested Persons Record and Service List VERMONT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to person or body appearing and having been heard by the DRB. 24 V.S.every A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: ,,EASE PRINT CLEARLY! N1AME MAILING ADDRESS PROJECT OF INTEREST (� r=tav 2 sus %��?2s r L�r1 �C�eJ j I�DSAtjoe C RCe r�. U o/M I r-z%C_K Uv W TRA 084' 9/��z /----> YT s /o6 0Ye- �-ebdll 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: June 4, 2010 — July 6, 2010 PERMITTEE INFORMATION PERMITTEE NAME: PERMITTEE ADDRESS PERMIT NUMBER: PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary University of Vermont Campus Planning Services 109 South Prospect Street South Burlington, VT 05405 3753-INDS.A EJ74-0001 RECEIVING WATER: Englesby Brook. EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to the University of Vermont for the discharge of stormwater runoff from the Catamount Apartments project, the Track & Athletics Master Plan project, and the Simpson Hall expansion project located on the University of Vermont campus in Burlington, Vermont and South Burlington, Vermont to Englesby Brook. The means of treatment includes a micropool extended detention pond and grass channels. Stormwater Discharge Permit 3753-INDS.A is a renewal and amendment of the previously authorized discharge permit 3753-INDS for the University of Vermont Catamount Apartments project. The permit amendment incorporates the Track & Athletics Master Plan project and the Simpson Hall expansion project. 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) July 6, 2010, 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 on the envelope and on the first page of any submitted comments. If sending 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 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. 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 $250.00, 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 nn line at �xnznar �rarmnntiiirliriary nrtT ThP adr�racc fnr the Fn��irnnin tal ('.niirt is 2A1 R Airrnnrt �— Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Justin G. Johnson, Commissioner Department of Environmental Conservation The UNIVERSITY of VERMONT CAMPUS PLANNING SERVICES http://www.uvm.edu/—plan/ April 19, 2010 Raymond J. Belair, Administrative Officer South Burlington Planning & Zoning Department 575 Dorset Street South Burlington, VT 05403 Re: University of Vermont Game Operations Booth at the Moulton -Winder Field 147 Spear Street, Athletic Campus #SP-10-20 Dear Ray, The University of Vermont is submitting a zoning permit application for construction of the small game operations booth to be located on the east side of the existing Moulton -Winder Field, completely within the City of South Burlington, within the University's Athletic Campus. The size of the booth is 240 square feet; the deck and stairs is another 320 square feet. Only the booth is new impervious surface. Enclosed please find check # /15 9; 69 for the zoning permit application fee of $69. Please let me know if you have any questions or need any further clarification. Thank you for your attention to this matter. Sincerely, Lani Ravin, Associate Planner Campus Planning Services Cc: Linda Seavey, Director of Campus Planning Services Todd Merchant, Facilities Design & Construction Joseph Fischer, Athletics Department H:\My Documents\Athletic_Campus\2010_04_19_SB_Turf_Operations_Bldg_cover.docx 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 Equal Opportunity / Affirmative Action Employer CITY OF SOUTH BURLINGTON OEVELOPMENT REVIEW BOARD \drb\sub\uvm\track_prelim_final_2010.doc Agenda # 5 DEPARTMENT OF PLANNING & ZONING Report preparation date: April 29, 2010 Plans received: April 8, 2010 UVM Athletic Track - PLANNED UNIT DEVELOPMENT PRELIMINARYAND FINAL PLAT APPLICATION #SD-10-13 Meeting Date: May 4, 2010 Owner/Applicant Architect University of Vermont Gossens Bachman Architects c/o Linda Seavey, Campus Planning Services 85 Granite Shed Lane 109 South Prospect Street Montpelier, VT 05602 Burlington, VT 05405 Property Information Tax Parcel 1810 00000 N IA-N District ±14.43 acres (in South Burlington) CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\prelim final 2010 doc The University of Vermont, hereafter referred to as the applicant, is seeking preliminary and final plat review of a proposal to construct a 600' x 275' athletic track, a portion of which is located in South Burlington, 147 Spear Street. The application was reviewed at the sketch plan level on April 6, 2010 (draft minutes can be found in package). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 29, 2010 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Reauirements IA-N Zoning District Required Proposed ze acres ±14.43 acres in Coverage0% 9.46% VMax.Overall ll Covers e 0% 38.09%Setback ]550 5 ft. >75 ft. etback 0 ft. >50 ft. etback ft. >50 ft. zoning compliance Section 3.06(H) of the South Burlington Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right- of-way and the balance of the lot. The proposed athletic track project will not affect front yard coverage. Institutional & Agricultural District Section 7.01(F)(1) of the South Burlington Land Development Regulations requires properties in the IA District west of Spear Street and north of Quarry Hill Road to maintain an undeveloped area for a minimum of 65 ft. between the boundary of an adjacent residential district and any new non- residential structure. The plans show that the proposed athletic track will be further than 65 ft. from the zoning district boundary, which occurs at the center of the Spear Street right-of-way. The proposed track is 100 ft. from the Spear Street center line. An existing line of trees along the easterly property boundary provides suitable screening in accordance with Section 3.06 of the South Burlington Land Development Regulations, offering a buffer from residential uses. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\prelim final 2010 doc PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. No water or wastewater services will be required for the new athletic field. Section 15.13(F) of the South Burlington Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. The applicant has indicated that stormwater will be treated through an existing stormwater pond in the City of Burlington. This pond meets the Vermont stormwater management standards. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted acceptable details of erosion control measures to be used during and after construction. The proposed project adheres to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan meets 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. According to the applicant, the track will be used daily for practice in the fall and spring, with general recreational use available at other times. The track will host 3-5 intercollegiate meets per year. The applicant also estimates that approximately 250 spectators may attend each meet. The applicant has indicated that additional parking will not be necessary for the increased use of the athletic complex. The current parking facility is adequate to support spectators at ice hockey games and basketball games simultaneously in the winter, which is the peak season for the complex. It is not anticipated that the demand for the proposed athletic track will surpass the current capacity of the parking facility. 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. No wetlands, streams, wildlife habitat, or unique natural features are known to be present on the site. 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. Section 7.01(A) of the South Burlington Land Development Regulations indicates that University - related uses should be integrated "into the City's overall land use pattern through the use of CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\prelim final 2010 doc appropriate site planning techniques that promote a beneficial pattern of access, circulation, landscaping, and pedestrian connections between University properties and adjacent neighborhoods." The subject site has long contained a track and athletic fields. A slight increased use of the area is anticipated. However, an established tree line along the easterly property boundary provides appropriate screening from adjacent residential uses. Staff believes that the project is compatible with existing development in the area. 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 proposed track will replace a previously existing track. The effects on the open space character of the athletic fields will be minimal. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not believe that the proposed changes to the athletic fields on the site require review by the South Burlington Fire Department. Fire Chief Doug Brent has previously noted that the City of Burlington has jurisdiction for emergency response to the subject property. 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. An existing recreation path runs along the easterly property line. No new landscaping is proposed. The applicant has indicated that no new lighting is proposed. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 1. Any newly installed 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). The project is consistent with the goals and objectives of the Comprehensive Plan. Sidewalks & Recreation Paths Section 15.13(M)(1) of the South Burlington Land Development Regulations requires sidewalks and/or recreation paths on both sides of arterial streets at locations to be determined by the Development Review Board. Staff notes that there is an existing recreation path along the easterly property boundary. SITE PLAN REVIEW STANDARDS CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\prelim final 2010 doc Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposal does not directly involve structures or parking facilities. Adequate pedestrian facilities and landscaping exist on the site. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposal does not directly involve parking facilities. 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. No buildings are proposed. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that utilities 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 proposal does not involve any buildings. 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. Staff feels that the proposed project meets this criterion In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington 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 subject site is part of a larger site containing multiple university offices and facilities. The applicant is currently completing construction of an expanded parking facility on the subject parcel. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\uvm\track\prelim final 2010 doc 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. Staff has already noted that utilities 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). No solid waste facilities are shown. Staff notes that dumpster-sized solid waste containers are not necessary for the proposed athletic track. Parking The proposal does not directly involve parking facilities. Staff has already indicated that the current parking lots and garages will be adequate to support the proposed track. While the South Burlington Land Development Regulations do not require bicycle racks for such uses, staff respectfully suggests that the plans include a bicycle rack. The proposed track is adjacent to an existing bike path and the nature of the use of the track would warrant such an item. RECOMMENDATION Staff recommends that Board approve Preliminary and Final Plat application #SD-10-13, subject to the numbered items above. Respectfully submitted, /kr4jw IX02�� athy n LaRose, AICP, Associate Planner v Copy to: Lani Ravin, UVM Campus Planning Services \_y W Iism � -1 ap 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: April 23, 2010 — May 24, 2010 PERMITTEE INFORMATION PERMITTEE NAME PERMITTEE ADDRESS PERMIT NUMBER: PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary University of Vermont Campus Planning Services 109 South Prospect Street Burlington, VT 05405 3940-INDS EJ74-0001 RECEIVING WATER: Centennial Brook EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to the University of Vermont for the discharge of stormwater runoff from a Game Operations Booth located on the University of Vermont campus in South Burlington, Vermont to Centennial Brook. The means of treatment includes disconnect sheet flow over vegetated area in compliance with the Disconnection of Rooftop Runoff Credit. 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) May 24, 2010, 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 on the envelope and on the first page of any submitted comments. If sending 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 $250.00, 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 parry 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 I + +;.,a: T>Z as tt, + t � ,.f 14tQ n;,.,,rr On. IMA, as vv vv vd.VC-nnona�uuia iqy org. The address ivr he L.rivlrvtun nt ai � �w� io � ,.v a Aury f Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Justin G. Johnson, Commissioner Department of Environmental Conservation Show and tell. SEVEN DAYSVT.COM/CLASSIFIE DS» 0 r, Viewandpostupto GUITAR SCHOOL OF to convening a hearing, VERMONTN the District Commis - 'Not your usual musicsoon must determine Ins [ruction'A[tentionthat substantive Issues from multiple teachers,requiring a hearing have fundamentals, theory,been raised. Findings of technique, composition.Fact and Conclusions of Teaching Guitarist'sLaw will not be prepared Growing Musicians. Info:unless the Commission 802-655-5800. www. h olds a hearing. guitarsChoolofvefmont. ACT250NOTICE public Com. MINOR APPLICATION Should a hearing be GUITAR INSTRUCTION 10 V,1.A.§§6001-6092 held on this project and All styles/lei Emphasisondeveloping On March 26,2010, you have a disability for which are to strong technique, Rick Sharp and Ruth you going needaccommodation, thorough musicianship, Masters, filed application please notify us by April personal style. Paul Asbell(Unknown Blues Band, Kilimanjaro, #4CI230 for a Project generally described as: 27, 2010. UVM & Middlebury the construction a 1,350 Parties entitled to CollegefacultyJ. Info: sf. retail sales building Participatearethe Mu- 802-862.7696,www. paulasbell.com. with on -site waterantl nidpailty, the Municipal Planning Commission, sewer services and 27 the Regional Planning MUSIC LESSONS parking spaces. The Proj- Commission, atljdining Piano, guitar, bass, voice. theory, compost- ect is located on Cobble Hill Road In the Town of property owners and Lion, songwriting. A11 Milton, Vermont other persons to the ages, levels, styles. extent they have a par. 25 yrs. exp. Friendly, TheDis[rict4Environ- ticulafized interest that Individualized lessons in S. Burlington. 802- mental Commission will may be affected by th2 864-7740. review this application proposetl project untler under Act 250 Rule the 10 criteria. Non-party 51 Appil participants may also be -t the licati. Copies of [he application Dies and proposed permit are allowetlunder lO V.S.A. §6085(c)(5j. a allable for review at the Miltonndenc Dated in Essex Junction, County county Vermont, this 30th day Regional Planning Regional Planning of March, 2010. Commission located at By Is/ Peter E. Keibel 110 West Canal Street, Winooski, and the office peter E. Kei0el AUDITIDNS/ below. The cep- Natural Resources Board plicatsted placation antl proposed District#4 Coordinator Permit may is 111 West Scree[ CASTING the ural viewed on the Nat Es sex Junction, VT Resources Boards web 05452 DIRECTORS FOR site (www.nrb.state. T/802-879-5658 THEATER SLAM Seeking directors for vtus/lup) by clicking an E/peter.keibelOstate. 10-min: play test at "ACt25O Database: se- vC us ChandlerCenterfor[he lecting'Entim Database," Arts in Randolph this and entering the Case INVITATION TO BIO 610 July. Email resume to number above. TANDEM AXLE WASTE- slamvermontagmail. WATER TANKER TRUCK cam by May 1. www. No hearing will be held slamvermon[.com' unless. on or before April The City of Burlington LOOKINGFORMODELS 27, 2010, notifies party aart Public Works Depa rt - LOCAL the District Commission ment is solicitin bids ? Men &women, in of an issue or issues re- fora new tandem axle good shape. We are a quiring the presentation 4000 gallon tanker local clothing company of evidence ata hearing a rearm truck for its Wastewater taking fun pits w/local or the commission Division. Bid documents folks. Please send the matter for hearing can be obtained at the picture to motlelsb iandi.com. on Its own motion. Any Public Works office, 645 hearing request shall be Pine Street Burlington in writing to the address or by mail or email. Con - a below, shall state the tact Claude Raineault criteria or subcdwda Acting Fleet Man. at issue, why a hearing agar at 802-864-0166 is required and what or by email: craineaultO additional evidence CLIburlingto—Lus. Bids will be presented at the due May 12,2010. hearing. Any hearing request by an adjoining OPENINGS OPENINGTON[ITYCOM- propertyownerorother BURLMISSIONS/BOARDS interested person must 5 , include a petition for party status. Prior to On Monday, June 7, submitting a request for 2010, the Burlington City a hearing, please contact Council will fill vacancies the district coordina- on the following City for at the telephone Commissions/Boards; number listed below for - mom information. Prior Airport Commission 6 photos per ad online. Term Expires 6/30/14 Sion isOpen 2417/365. Post & browse ads at your convenience. Board for Registration a Extra! Extral There's no limit to ad length online. One Opening Term Expires 6/30113 ofvoters John Dinklage, Chairman 2. PLAINTIFF'S CLAIM. Two Openings Term Expires 6/30/15 South Burlington Devel- Plaintiffs claim Is Cemetery Commission Two Openings opment Review Board Complaint in Foreclosure Term Expires 6130/13 Fence Viewer which alleges that you Two Openings Term Expires 6/30/11 Applications are avail- Copies of the application have breached the terms Three Openings able at the Cierk/Trea- are available for public ofa Promissory Note and Crittenden County Met- surer Office, Second inspection at the South Mortgage Deed dated ropolitan Planning Org. Fire Commission Floor, City Hall, and must Burlington City Hall. April 14,1993. Plaintiffs Term Expires 6/30/12 Term Expires 6/30/13 be received In the Clerk/ action may effect your Two Openings Two Openings Treasurers Office by April 14. 2010 Interest in the property 4:30 p.m., Wednesday, described in the Land Chittenden County Re. Board of Health May 12, 2010. Applicants STATE OF VERMONT Records ofthe Town of gional Planning Comm. Term Expires 6/30/13 must be nominatedby CRITTENDEN COUNTY, Huntington at Volume Term Expires 71311`12 Two Openings a member of the City 5s. 46, Page 465. The Com- Two Openings Council to be consldered CHITTENDEN SUPERIOR plaint also seeks relief Library Commission for a position: a list of COURT on the Promissory Note Chittenden County Term Expires 6/30/13 Council members I5also DOCKET NO. 598-10 Cnc executed by you. A copy Transportation Authority One Opening available at the Clerk/ of the Complaint is on Term Expires 6/30/13 Treasurers Office. Please Wendover Financial file and may be obtained One Opening Parks & Recreation Com- call the Clerk/rreasymes Services Corporation, at the Office ofthe Clerk mission Office at 865-7136 for Plaintiff ofthe Superior Court for Chlttenden Solid Waste Term Expires 6/30/13 further informations v. the County of Chitten- District Board ofComm. Two Openings Marion T. Blair and Occu- den, State of Vermont Term Expires 5/31/12 PUBLIC HEARING pants residing at H.C.R. Two Openings Planning Commission SOUTH BURLINGTON Box 323, Huntington, 3. YOU MUST REPLY Term Expires 6/30/14 DEVELOPMENT REVIEW Vermont, WITHIN 41 DAYS TO Church Street Market- Two Openings BOARD Defendants PROTECT YOUR RIGHTS. plate Commission You must give or mail Term Expires 6/30/13 Police Commission The South Burlington SUMMONS & ORDER FOR the Plaintiff a written Four Openings Term Expires 6/30/13 Development Review PUBLICATION response called an Two Openings Board will hold a public Answer within 41 days Conservation Board hearing in the South THIS SUMMONS IS after the date on which Term Expires 6130/14 Public Works Commis- Burlington City Hall DIRECTED TO: Marion this Summons was first One Opening sion Conference Room, 575 T. Blair published, which is April Term Expires 6/30/13 Dorset Street. South 14, 2010. You must send Design Advisory Board Two Openings Burlington, Vermont on 1. YOU ARE BEING SUED. a copy of your answer to Term Expires 6130/13 Tuesday, May 4, 2010 at The Plaintiff has started the Plaintiff or the Plain - Two Openings Retirement Board 7:30 P.M. to consider the a lawsuit against you. tiffs attorney. Joshua Term Expires 6130/13 following: A copy of the Plaintiffs B. Lobe, located at 30 Development Review One Opening Complaint against you Kimball Avenue, Suite Board 1. Preliminary and Mal Is on file and may be 306, South Burlington, Term Expires 6/30/14 Board of Tax Appeals plat application#SD-10- obtained at the office of VTOS403. You mustalso Two Openings Term Expires 6/30/13 13 of the University of the clerk ofthls court give or mail your Answer Two Openings Vermont for planned Chlttenden Superior to the Court located at Electric Light Commis- unit development to Court 175 Main Street 175 Main Street Burling- sion Telecommunications construct a 275'x 600' Burlington, Vemlont ton Vermont Term Expires 6/30/11 Advisory Committee track (only a portion of Do not throw this paper One Opening Term Expires 6/30/13 which is located in South away. It is an official 4. YOU MUST RESPOND Two Openings Burlington), 147 Spear paper that affects your TO EACH CLAIM. The Electric Light Commis- Street rights. m PUZZLE ANSWERS: FROM PAGE C-2 FROM P.75 3 amm© ©0u©Dmmme ©©SM D©e©D M©m©© ©©D00 amuna Mumma Oman Room Bonn OEM M0©000E ©©M ©DDDDD©©DDmO ©mD© ©OM ©©mm ©0OMM MM0©© ©©omma D00m0mm ©an0© ©©mm0 ©0m©0 ©Dome D©© MaMam mm©0 mom OBOE m0©©©DD©© ©ME©00000 BMW D©o Dann m©n0© ORB Dm©um "0mm© Mma®© DDD©D numnamm M0©DAM, © ODD ©©©© ©man m©m M00© ©amnamammamn MaOmma0 ©u©© ©Dmm mom ©D©©0 mum ©00©D Mann ©DmmDDDmm ©na©© M000© ©um©u MMMm Mono WOMB ©m0© ©m©n EMSO BENUMB ©a©©oo ©©NEE© UE©©©E NNE©©© HURNMEMED o©o©o©000 un©moo ©u© numunuman 0o00MM UM© H©©oum o©n munuounne ann ©me nan ©©u©u nuo i s N Subdivison Plat Application southburlington PLANNING & ZONING Permit Number SD- 10. 1 APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminary X Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) University of Vermont & State Agricultural College (c/o Campus Planning Services, Linda Seavey, Director) 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 2. LOCATION OF LAST RECORDED DEED (Book and page #) Within this subdivision lot there are three records of deeds: • Northern portion: Mary Fletcher Hospital Tract 1891: o Volume 31, OPage 168 in the City of Burlington — June 3 1891 o Volume 3, Pages 165-166 in the City of South Burlington — June 23 1891 • Middle portion: Buell Tract, 1921: o Volume 74, Page 549 in the City of Burlington — July 6 1921 • Southern Portion: Brownell Tract, 1923 o Volume 83, Page 570 in City of Burlington — October 24 1923 Subdivison Plat Application 3. APPLICANT (Name, mailing address, phone and fax#) University of Vermont & State Agricultural College (c/o Campus Planning Services, Linda Seavey, Director) 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 4. CONTACT PERSON (Name, mailing address, phone and fax #) Lani Ravin Associate Planner, Campus Planning Services 109 South Prospect Street Burlington, VT 05405 (802) 656-3217 (802) 656-8895 FAX a. Contact email address: Lani.Ravinkuvm.edu 5. PROJECT STREET ADDRESS: 147 Spear Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1810-OOOOON and 1810-00799N 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Replacement of Athletic Track to meet NCAA specifications. See Project Description in cover letter to Ray Belair. b. Existing Uses on Property (including description and size of each separate use): Existing fields are used for UVM physical education and athletic training programs, team practice and competitions general recreational and intramural activity and community events. The artificial turf field is 236' x 404' partially within the City of South Burlington. The existing track is partially demolished. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The partially existing athletic track will be replaced by an improved 600' x 275' track that will meet NCAA specifications The proposed uses will be the same as for the previously existing track in addition to 3-5 meets per year. The average number of spectators for meets will be 250. We may use a portable public address system for meets, as in the past. The existing storage shed will be replaced will be replaced with a larger storage shed. Neither shed is within the City of South Burlington. As part of this project we will remove the existing softball field (in Burlington). Stormwater will be routed into the existing Southwest Stormwater Pond in Burlington. d. Total building square footage on property (proposed buildings and existing buildings to remain): There will be no new building within the City of South Burlington. 16,778 square feet of the track (-18% of total) will be located in the City of South Burlington. Subdivison Plat Application e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Not Applicable. f. Number of residential units (if applicable, new units and existing units to remain): Not Applicable. g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): There will be no change from the existing situation. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): All utilities and public services such as electric, water, stormwater treatment, fire and police services will be provided by the City of Burlington and the University. All electric and water lines will be underground. No additional parkin is s required or provided for this project. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. There will be no changes to property lot lines or numbers of units for this project. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 15.692 acres (acres /sq. ft.) b. Building Coverage: Existing 64,653 square feet 9.46 % Proposed same square feet same c. Overall Coverage (building, parking, outside storage, etc): Existing 5.595 acres 35.64 % Proposed 5.980 acres 38.09 % d. Front Yard Coverage(s) (commercial projects only): Existing Proposed No Change square feet % square feet % % No Change Proposed. 3 Subdivison Plat Application 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes XNo b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 76,400 SQ. FT. *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. More than one acre of area will be disturbed so we will obtain an Operational State Stormwater Discharge Permit. 11. COST ESTIMATES a. Building (including interior renovations): $ 333,000 (portion of project within South Burlington.) b. Landscaping: $_13,566 (reseeding etc of field; included in total cost above.) Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) The entire project consists of site improvements which is building the track, with associated drainage and seeding etc after construction. 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): No change due to this project. b. A.M. Peak hour for entire property (in and out): No change due to this project. c. P.M. Peak hour for entire property (In and out): No change due to this project. 4 Subdivison Plat Application 13. PEAK HOURS OF OPERATION: The Athletic Campus is used throughout the day and evening for many different activities. The Athletic Track will function during_ daylight hours fall (September — November) aiid spring (March — Max). 14. PEAK DAYS OF OPERATION: For Track: weekdays and weekends, daylight hours only. 15. ESTIMATED PROJECT COMPLETION DATE: June 2011 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. See attached Abutters Location Map and List of all Abutters and Mailing Addresses. 5 Subdivison Plat Application 17. 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 application (see Exhibit A). hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. a �I \ Yoe, D SIGNATURE OF PPPLICANT Linda Seavey, for the University of Vermont, Director, Campus Planning Services SIGNATURE OF PROPERTY OWNER PRINT NAME Linda Seavey, for the University of Vermont, Director, Campus Planning Services Do not write below this line DATE OF SUBMISSION: v 4 I have reviewed this preliminary plat application and find it to be: Complete E Incomplete y/9/lam of Planning & Zoning or Designee X 1 UVM Athletic Track Replacement List of all Abutters and Mailing Addresses University owned properties to the north and west of this parcel. The following list represents all abutters to the Archie Post Field Complex, including all privately owned Spear Street residential neighbors. Declan & Shannon Connolly 74 Spear Street South Burlington, VT 05403 Gerald & Patricia Divincenzo 96 Spear Street South Burlington, VT 05403 Peter & Sylvia Tousley 112 Spear Street South Burlington, VT 05403 Walter & Nancy Antos, Trustees (for 140 Spear Street) 2024 Hermosa Drive Boulder CO, 80304 Tommy & Monica Devino 168 Spear Street South Burlington, V'T 05403 Frederick & Patricia Cianci (for 188 Spear Street) 1478 Eagles Nest Lane Gilroy CA 95020 Dieter Gump, Trustee 226 Spear Street South Burlington, VT 05403 Christopher J. & Leigh P. Cole 238 Spear Street South Burlington, VT 05403 Source: 2009 South Burlington Grand List Marcella Peden, Trustee Cornelius J. Carr 82 Spear Street 88 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Joann P. Nielson Garth & Clara Peterson 100 Spear Street 106 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Mark Chaffee & Laurie Hayes Sophie Quest or Current Resident 134 Spear Street 126 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Ronald & Radetta Nemcosky John Lucas Hauman 148 Spear Street 156 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Hilary A. & Carl Davis Terrence E. Granahan 170 Spear Street (for 184 Spear Street) South Burlington, VT 05403 17 Cordis Street, Apt. 2 Charlestown MA 02129 Rebecca Blodgett George Passage, Jr. 210 Spear Street 220 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Mary & Jan Rozendaal Elizabeth Orr 233 Spear Street 234 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 City of South Burlington Burlington Country Club 160 Spear Street 568 South Prospect Street South Burlington VT 05403 Burlington, VT 05401 The UNIVERSITY of VERMONT CAMPUS PLANNING SERVICES http://www.uvm.edu/—plan/ April 8, 2010 Raymond J. Belair, Administrative Officer, South Burlington Planning & Zoning Department 575 Dorset Street South Burlington, VT 05403 Re: Re -Submittal of Permit for Universitv of Vermont Athletic Track. 147 Spear Street Dear Ray, The University is submitting this Application for Preliminary and Final Subdivision Plat Review to replace the partially dismantled athletic track in the Archie Post Field on the Athletic Campus. This project is located in both the cities of South Burlington and Burlington. You may recall that in 2005-6 we received all permits for construction of an outdoor athletic track at the Archie Post Field Complex, located south of the Gutterson Field House on the UVM Athletic Campus. We were not able to actually construct the track at the time, due to budgetary issues. As a result, all permits lapsed. At this time, we have secure funding for this project, so we are coming back to you to re - permit the project. The track is in the exact same location as was earlier permitted. The scope of work is somewhat smaller, as we are not planning to rebuild the existing softball field and storm water will be routed into the existing Southwest Stormwater Pond in Burlington. However due to the new storm water routing, the University has determined that a certain amount of blasting will be necessary. All of the blasting for this project will be within the boundaries of the City of Burlington but there are a few homes in the City of South Burlington on Spear Street within a 500' radius of the blasting. The State of Vermont mandates pre -blast surveys and notification within the 500' radius. The University policy is to notify all neighbors within a 1,000' radius, which would include many of the residents on Spear Street and East Terrace. We will include all residents on Spear Street (north of Quarry Hill) and East Terrace for notifications. The University utilized blasting in the construction of the nearby Southwest Stormwater Pond in 2006. All City, State and Federal regulations were followed. The University also instituted some additional monitoring procedures and notification initiatives, and the process went very well. 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 Equal Opportunity l V i;r'native Action Enipioyc i South Burlington Athle,.c Track Preliminary & Final Plat Applic,uiion April 8, 2010 Page 2of5 As a Planned Unit Development (PUD), the University has interpreted the subdivision boundaries to be UVM owned contiguous lands. The subdivision boundaries are bounded by Burlington Country Club to the south, Spear Street to the east, UVM owned property in Burlington to the west, and Main Street to the north. The description of the project is as follows: Project Description: The University of Vermont is proposing to replace the partially demolished existing athletic track in the Archie Post Field Complex, located south of the Gutterson Field House on the UVM Athletics Campus. The previous track surface was severely worn and was no longer an adequate surface for recreational or intercollegiate use. The improved track will meet NCAA specifications and will ensure that UVM athletes are no longer at a disadvantage while training and racing against conference and regional competitors. Currently there is no acceptable outdoor track facility on campus and UVM Track athletes are required to travel to local high schools or Middlebury College to practice on an adequate surface. The improved track will also provide the campus with a much needed facility for recreational running and jogging. This is part of the University's long term plan to improve the Archie Post Field Complex. As you know, we started by constructing an artificial turf field which necessitated the dismantling of the existing running track. Now we are proposing to replace the old track with a new one which will include: ♦ An improved nine lane oval running track approximately 600 x 275 feet, areas within the oval for specific activities and a storage shed for a total of 89,340 s.f. of impervious surface. Of this total, 16,778 s.f. or —18% will be within the City of South Burlington. The proposed track will be directly south of the turf field, 100' away from the center line of Spear Street. ♦ Inside the track there will be a steeplechase water pit, four long jump/triple jump pits with two runways, a shot put pad, a discus throwing pad and cage, two pole vault boxes with one runway and two javelin runways. There will be a storage shed to the west of the northwest side "runoff' area. Of these, only the steeplechase and the shot put/discus throwing pad and cage will be located within the City of South Burlington. ♦ The track surface will be full pour polyurethane with a slot drain along the inside edge of the track. The track will be sloped from the outside to the inside towards the slot drain. The slot drain will collect stormwater from the impervious track surface, which will be directed to the existing Southwest Stormwater facility to the west, in Burlington. ♦ A storage shed, 60' x 32', will be located west of the northwest "runoff' area. This will replace the existing shed which will be removed. The shed is not within South Burlington. ♦ Installation of bleachers on the north side of the track (facing south) that can accommodate up to 300 spectators. The bleachers are not within South Burlington. ♦ No lighting for the track is planned. ♦ There will be three blue lights on the walkways, in Burlington. South Burlington Athletic Track Preliminary & Final Plat Application April 8, 2010 Page 3of5 ♦ All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. As a result of this project we will need to remove the existing softball field. Use: ♦ The track will be used daily for practice in the fall (September — November) and spring (March — May), similar to the past. At other times of the year, the track will be used for general recreation. We will host 3-5 meets per year which we did not do on the old track, at least not in the past decade. The average number of spectators for meets will be 250. We may use a portable public address system for meets. ♦ Use of the infield will be for campus recreation and intramurals which is similar to what has been happening in the space in years past. All activities will be held during the day. ♦ A portable public address system will be "aimed" at the bleacher areas. This will be directed away from neighbors. ♦ The track and the turf field would not be used concurrently for events, although there could be one event (i.e. with an audience) and practice held at the same time. Fencing: ♦ The fence between the recreation path and the track is to be four feet high. This fence will tie into the existing fence. ♦ A four foot chain link fence will be installed south of the existing practice soccer field, and on the west side of the track. Utilities: ♦ Electric, water, and firefighting services will be provided by the City of Burlington. There will be minimal water and electrical needs. ♦ The University will provide primary police services and stormwater treatment. ♦ No sewer or gas services will be needed. There will be no increase in parking requirements. Construction: At present, half of the existing track was demolished for the turf field and the other half is still on site; obviously unusable. The first part of this project will be to remove the rest of the existing track. The procedures recommended by the Vermont Handbook for Soil and Sediment Control on Construction Sites will be followed. Recommended procedures will be followed to control dust, minimize impact on neighbors, including the use of water. The construction of the project will not generate smoke. i South Burlington Athlt,c Track Preliminary & Final Plat Applic.acion April 8, 2010 Page 4 of 5 We expect that construction activity will start over the summer and be completed by spring 2011. Lot Coverage: At present the lot coverage for the South Burlington section of the parcel is 35.64%. Upon completion of this project lot coverage will be 38.09%. Stormwater Treatment: In keeping with the objectives of the University Stormwater Master Plan, the Athletic Department is proposing Stormwater Best Management Practices to mitigate impacts from the proposed track. Runoff from the Athletic Track project will be routed west, into Burlington, to the existing Southwest Stormwater Facility for detention and treatment. The facility was designed, permitted, and constructed in accordance with the 2002 Vermont Stormwater Management Manual. The Southwest Stormwater Facility has the capacity to provide the necessary treatment and detention of the stormwater runoff required by the 2002 State of Vermont Stormwater Rules. The project is constructing more than one acre of impervious surfaces so it is required to obtain an Operational State Stormwater Discharge Permit. Cost: The total cost of the project (located in both cities) is estimated to be $1,850,000. Eighteen percent of the project is located in South Burlington for a cost of $333,000. Enclosed please find a check for preliminary and final subdivision plat review for $1,026 Please let me know if you have any questions or need any further clarification to proceed to review this application. Sinc rely, La Ravin, Associate Planner Campus Planning Services Cc: Linda Seavey, Director, Campus Planning Services Bob Vaughan, Director, Capital Planning & Management Jeff Schulman, Associate Director, Athletics Todd Merchant, Project Manager, Facilities Design & Construction Gregg Gossens, Gossens Bachman Architects Kevin Worden, Engineering Ventures Inc. Bill Nedde, Krebs & Lansing Engineers Shirley Fortier, Assistant Planner, Campus Planning Services South Burlington Athletic Track Preliminary & Final Plat Application April 8, 2010 Page 5of5 Attachments: Application for Preliminary and Final Subdivision Plat Review; Check # 1155678 for $1,026; Orthophoto; List of all Abutters and Mailing addresses in South Burlington; Blasting Radii: South Burlington; Plans: CO.1 Cover Sheet; SP1 Proposed Site Plan; C1.0 Existing Conditions & Overview Plan; C1.1 Demolition Plan; C1.2 Proposed Layout Plan; C1.3 Proposed Grading and Utility Plan; C1.4 EPSC; C2.0 EPSC Details; C2.1 SW & EPSC Details; C2.2 Water Details & Notes; C2.4 Track Details; C2.5 Track Details; Al Building Plans. H:\My Documents\Athletics Track\2010 Permit Documents\2010_04_08_SB_prelim_final_plat_application_cover_letter. docx N Abutters Location Map 0 115 230 460 Feet Athletic Track 5 University of Vermont Campus Planning Services 3/26/2010 SAcps\PLANNING\PROJECTS\PLANNING WOMSouth_Burlington.mA \ frk{x \ 1j i l 4. t "Y^ {I t• /; .....i `, /� �.i�, t i ai1T"+„IN1i!�rj!� -_ /1 I ; ' N 1 , ;.I J6 ; — f\ 1,000 FT BLASTING RADIUS FROM SOIL BORING JA-12 500 FT BLASTING RADIUS - FROM SOIL BORING JA-12 0 250' 500' 1000' SCALE: 1 " = 500' BLASTING RADIUS SOUTH BURLINGTON UVM TRACK fi FOR PERMIT SUBMITTAL APRIL 8, 2010 ENGINEERING Checked By: Scale: KW 1 "=500' VENTURES Drawn By. Project No.: 208 Flynn Avenue, Suite 2A Burlington, VT 05401 ST 09906.00 tel.802.863.6225 • fax 802.863.6306 85 Mechanic Street, Suite 350A, Lebanon, NH 03766 Date: Drawing No.: tel. 603.442.9333 • fax 603.442.9331 www.engineerfngventures.com 3/25/ 10 B P 2 April 20, 2010 Re: UVM Track Dear Property Owner: Enclosed is a copy of a public notice that will be published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regaling 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 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, ?JaMnaBeagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com N { sux.�rc�FF1�t� "� I 4 I � c A 'T I Tj_U a '' 1 J 4 6 tit a� 1 �k? u 5 t $ f SOILS MAP /�" D 500' IODO' 2IX)O' SCALE I' = IDDT SCALE: 1" 1000' SOILS IN PROJECT VICMTY: SOIL INFORMATION PROVIDED BY THE UNITED STATES CY = COVINGEON SILTY CLAY, 01 SCOFFS DEPMIMENT OF K,RIOLNRE-SOIL CONSERVATION FaC = FARMINGTON EXTREMELY ROCKY LOAM, 5-2011 SLOPES SERVICE FOR CHDTENDEN COINIY. VERMONT. V.B = VERGENNES CLAY, 2-6K SLOPES N = FILL LAID GENERAL NOTES I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS MD PROVIDE MARKED -UP AS -BUILT PLANS FOR AIL URLOIFS SHOWING TIES TO CONNECTIONS. BENDS, VALVES, LENGTHS OF LINES AND INVERTS AS -BUILT PLANS SIWLL BE RENEWED BY THE OWNER AND HIS REPRESENTATIVES BUM UMITFS WILL ff ACCEPTED. 2. UNDERGROUND UTILITIES ARE SHOWN FROM FIELD LOCATION F POSSIBLE OTHERS ARE SHOWN FROM RECORD DATA TER EXALT LOCATION MAY DIFFER FROM THAT AS SHOWN, AND OTHERS MAY EXIST. S. THE RIMS SHOW SOME KNOWN SUBSURFACE STRICTURES, MOVE -GROUND STRUCTURES Atli VILRIES BELIEVED TO EXIST IN THE WORKING AEA EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONDUCTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES MD/Oft IITILIDES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN: AND T SHALL BE HISRESPONSIBILITY TO PROCEED WITH GREAT CAE IN EXECUTING ANY WORK CALL DIG SAFE 48 HOURS PRIOR TO DIGGING, DRILLING OR BLASTING. 4. THE ENGINEER SHALL BE NOTIFIED IN WRUNG OF ANY CONDITIONS THAT VARY FROM TKTSE SHOWN ON TIE BANS. THE CONTRACTOR'S WORK SHAL NOT MAY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL FIDM THE ENGINEER, 5. THE CONTRACTOR IS INSTRUCIFD TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CDNIRAET. S. THE COWRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SKITS AND OTHER PUBLIC OR PRIVATE PROPERTY DMWI OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE ENGINEER. ANY DANCED TREES, SHRUBS MD/OR HEDGES SFV1L BE REPLACED AT THE CONIHACIOR'S EXPENSE, 7. THE CONTRACTOR SMALL COMPLY WITH ALL REOLARED PERMITS. 8, THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTANNC, AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. 9. THE CONIRW,9OR WIL PROTECT EXISTING PROPERTY LINE MOMUMENTATDR ANY MCINUMENTATION DISIUR® OR DESTROYED. AS JUDGED BY THE ENGINEER OR OWNER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A VERMONT STATE UCENSED LAND SURVEYOR. 10. IT S THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE AL PLAN SHEETS AND SPECWIATXIS, AD COORCNATE WORK WITH ALL CONTRACTS FOR THE SITE 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED TO DETERMINE UNDERGROUND CONDITIONS. 12. ALL TRENCH EXCAVATION AND ANY REQUIRED SIEETNG AND SHORING SHALL BE DOTE N ACCOROUNCE WTH THE LATEST OSHA REGULATIONS FOR CONSINUCITOU 13. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERNG AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK 14. AL UnUrY WORK NVOLVING ODNM1710NS TO EXISTING SYSTEMS SHALL IE CODTDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND THE ull OWNER 24 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS AIDE 15. MWNTAN FLOW FOR AL USING UITLIIES. 16. BEFORE CONSrRUCTNG LINES TO CONNECT TO EXISTING UTURES, VERFY EDSnNG LIMY INHERES AND NOTIFY ENGINEER F ANY VARIATION FROM THE PINTS S REWIRED. 17. ALL SITE FILL 94ALL MEET SELECTED FILL STMIDAAS UNLESS NOTED OTHERWISE ON THE DWMINGS. 18. CONTRACTOR TO GRADE AL AREAS ON THE SITE TO PROVIDE POSITIVE DMINAGE. LEGEND OVERALL SITE LOCATION 0' 1000' 2000' 4000' APPROXIMATE SCALE I' . 2D00' �/T'" \1/ SCALE: 1" - 2000' MAR INFORMATION FROM THE UNITED STATES DDWnOa Or THE "I"_ QUWRNIGIE INTERIOR CEOLOGMIL SURVEY. V RMMONTOCHmENDEN CO. NGTN, VERMONT MAPPED. EDITED AND PUBLISHED BY THE GEOLOGIG4 SURVEY. Nr TOPOGRAPHY BY RIOTOGRV/YETRC METHODS FROM ARAL allallKol[ �� NOTOWA-1 S VICEII 1947, FIELD CHECKED 1948. PHOTOENSED 1987 CONTOUR INTERVAL 20' NATIONAL GEODETIC M7TIA DATUM OF IM EXISTING FEATURES PROPOSED FEATURES EXISTING FEATURES L� SURVEY POINT 15' _ ..._. . 4' ED 6' FDIC TYPES V SPRINKLER HEAD 4' - - d MANHOLE - - - PROPERTY LINE 0 C/O CLEAN DUE 0 C/o - - - RIGHT-OF-WAY LINE m CATCH BASIN ■ - - - - - - - - - - EASEMENT LINE .: :.. CULVERT ... CONTOUR 0 STORM MANHOLE ® - - SWAT FINED END SECTION m SILT FENCE ---._EST-- STORM UNE Uv` WATER VALVE RaRw W WATER UNE _.___._IlE'.--.__..__ UNDERGROUND ELECTRIC tl UTILITY POE -.._._ C CHILLER LINES /�' LEDGE PROBE OR TEST PR ..�.�.._.._ Nwr __._,__-._ HOT NA11R FINE +?00.5 SPOT ELEVATION +100.5 LID---- UNDER DRAIN K TREE /Y..Y YYY''%"Y ,.. EDGE OF WOODS -. _. -..._ CONCRETE WALL EDGE OF PAVEMENT/CONCRETE PROPOSED FEATURES _.__Too SF Y W FOR PERMIT SUBMITTAL APRIL 8, 2010 DRAWING LIST C0.1 COVER SHEET C1.0 EXISTING COLIIDN RANNDITIONS AND OVERVIEW PLAN Ct.l DELD C1.2 PROPOSED LAYOUT PLAN CI.3 PROPOSED GRADING AND UTILITY PLAN C1.4 EROSION PREVENTION AND SEDIMENT CONTROL PLAN C20 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND NOTES C2.1 STORWATER AND EROSION PRE1fNT011 ANO SEDIMENT CONTROL DETAILS C22 WATER DETAILS AND NOTES C2.3 TRACK DETAILS C2.4 TRACK DETAILS C25 TRACK DETAILS S.1 SITE RAN S2 SITE PLAN S.3 DUSTING CONDITIONS D.1 DETAILS 0.2 DUALS L1 LANOSCIPE PLAN E1.0 ELECTRICAL SITE PLAN E2.0 ELECTRICAL DETAILS STANDARD ABBREVIATIONS EXISTING EX MOITITRING WELL MW TYPICAL TYP EDCE OF PAVEMENT EDP MINIMUM YIN HIGH DENSITY POLYETHYLENE HDPE MAXIMUM MAX REINFORCED CONCRETE RP RCP CATCH BASIN CB CORROGATED META PP CUP FIELD INLET Fl POLYMNYL CHLORIDE PVC HEADWALL HIT DUCTILE PON O STORM MANHOLE DMH CAST IRON CI INVERT TIN RApAS R. ELEVATION REV LENGTH L= SMEARY SAN CENIERUNE E SANITARY MANHOLE SIM TEST PIT 1P CLEW OUT C/o COPPER CuK DSI RBl1TION BOX Di VERIFY IN FIELD ME SEPTIC TANK ST ELECTRIC ELEC HYDRANT HYD NOT TO SCALE IRS WATER VALVE WV SLOE S= G OS S EN S B A C H M A N ARCHITECTS 85 IS-n, to Shad Lane Montpelier, Vermont 05602 P 802, 229.1664 F 802.229.4822 7ENGINEFRING VENTURESINC 208 Dye Av Sw 2A Dahmer. VTOS/Dt tel. 802.863.6225 fu 802 863.6306 E.gin ,,Vmlaa. OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 PROJECT UVM Track 147 Speer Street Burlington, Vermont Fibirmi ne. Job Number: 09906 File Name: BaseAvig Scale: As Noted Date: Ma1ah 25. 2010 COVER SHEET co. I ' It 1' llil rl I , J - A" --- I�IN ASPIwtr — 1 / I / ��II III \ II li III I I 1 } ) / i' . si��5��i r,a 1 -" Illf I I 1 GRASS 1 I111 I`;III1 I I l d ceAss ==%' �_ X _ V / ; 1 68 I r� x aas \ 1 I �\ \ \ I I I ,/ f x � _ _ IIII 1 \1 �O p ' I _ _ - IIII 1 /A' ..{_.....'.'". ^� J.(\%�� A ,�,-..-` fi--�, ..•' ta"AP�'9CL-- (n� Y �... _.,,,.I- - i „571tx 9 ,17 d III �1 ------ -- --- / \ / IIII ,�u / --_ \ d� 41 I 1) n / Im.r - - _ - ---"ar ,�, A x f - _- ;^ \ r�1 ' -- / , , / rim- - / ri X Irl x ail\ " ., , / -- ' "- ^' • '� )<. I x�''/ rI.-..`, 1 I ---'% 1,. ^1U 1 04 a1/� �I��/1 `-`'�''r ��_� fit° i% � �/� ///{�j r/A' { \ -----_ ._ ,�11 1 �� b� t ,�i'\� � �y \ �I �1•/�;�� �;, \\ \\ PERMrrIED TURF ATHlE11C + l 'L M Pu. \N1IN CONCRETE IDGE. �' � i / ��/ � ..ram - 1 /I ��IBIt<'JOpDi� � '. • . x 3OLe l , c �• PFmPOSED PAYED PATH. ' _ to if _- I,_ ASPHAu IIII \ 1 1 A M 1 1 _ ..� ; III 1 \\ 1 1 _ \ ass � \ "� � f 11C - --- r •III � \\ \ l 1 1 �d'U I � � -� :.. :,, , s k . \ 'IMP ��•� �° � I l c i� � J' 4.- V \j y �aPl F 1 al MCC, I v I - A i.. 341.0 t \ \ EAFAGIER SEATWC FOR I = i ♦ // r I \ 1 Jo0 sPEOIATORS I I lO I .1 r+zaposeD Pe>;K I s•) 1 V ..� � � � 1 l Ir� Mq University of Vermont Parcel 4 - 'Buell 1921 T�o`� Vol. 148. Pg. 248 Burlington Land Rec ds } PROPOSW ISRIME MM�K� --1 In /i I I/ I 0 BEI REMOV D. IEN•S AND WOYEN'S LONC NP , (MSWS I II t AIDGRASS JWP RIRIWAYS DPI TS a E r ' { SOFTBAiL Dlrs;t/mEEs i� �I t$ r,/ � / x // 11 � � �knss � �( ��- 7� 1 f / / I / 1,15117/HMIMER THROW CAGE 1 / + \j ,�' ' VAUL WITH 1W0 ,\^'-- I i" /�.,• / /.-�.� ��/�i AV � 11 \\ II II� ^ P �._ �.� �sz � // / / . � i.•!/� � � r I �y�APLEi JtF rMlsnMu WWOF- / — / H —�-.e PHAL1 — - .` r. �% / 'R. _ '— �r — APPBWICH.'�c.,_ }� x.-. �..�.1.�•.i►. ._ r" A III /r 1 iHH r cst�nt �R�: �Z1Y OF BURL GT `/0 FUTH—BU GTON� \ I Amy � - _. fs 3 \_. '.v-_...__`� I �1 / — _ .� '�/ {,,.,.✓" ..........✓...... �� i"(.gkV1J, _.. / B U b k' t \ \ \ _ -...__ .. ar -. yr� _ _ - / , _-._. /\\ III 1 x s51 r / // N� ' I� x "06�' L�/\\ r13111.11I / / am \ \ \ I \ 11 Y I x ��"" x I\� ♦ NO PORTION DOSRNG //! \ \\\ i/ xII .,it `-- I I \\\ i xo /� \ / % 1/ x �/'�/� I ( / / / I x a I 1 / / / / \ I \ f'4L 1 � \ .� I 1 I I /caraw j It r/ T / I -- � II r/ � 1 \` �23� xl�►\ r V \\ 1 i I r/enn �l_;��Y/ �' / \- ---i ! i i ,i/ I \\I / IV'/ N GRAPHIC SCALE 7APPERMIT SUBMITTAL or Fcer }RIL E 2010 I Inch 50 ft. G O S S E N S B A C H M A N ARCHITECTS 85 Oranite Shed Lane Montpaller Vermont 05802 P 802. 229. 1664 F 802.2294822 ENGINEERING VENTURESINC NIB rboa A—Smm 2L BeGopm, V: OSIAI teL 802863.6225 fnx 802:863.6306 2�moav®1u�mcem OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 PROJECT UVM Track Improvements 147 Spear Street Burlington, Vermont Revisions. Job Number. D9900 File Name: Scab --- 1' = 50^ Date: MWM 26, 2010 EXISTING CONDITIONS AND OVERVIEW PLAN 9 Rai DEMOLITION NOTES: 1 �) \;C,'1 � R`OAD i_._ p ....-S GRAPHIC SCALE N L I 1. NO DEMOLITION SHALL COMMENCE UNTIL THE SITE IS PROPERLY PREPARED FOR 10. SEED AND MULCH All RESULTING UNVEGETATED AREAS N ACCORDANCE WITH THE EROSION - 7 '� '' - - i 1 ! ! - '� _ _ FOR PERMIT SUBMITTAL CONSIRUCTOU AS OUTLINED N THE EROSION PREVENTION AND SEDIMENT CONTROL NARMRVE, PREVENTION AND SEDIMENT CONTROL PLAN WHERE NO WORK IS MIlIgM1ID WITHIN IB HOURS. r! � "',� � �` i8'-� � \ RIL 8, �y01 � STALE T - PREPARING THE SITE FOR PLAN. REFER 1D SHEET C1.2 -EROSION • / PREVENTION MIO SEDIMENT CONTROL PLAN. 11. THE FO LOWNG ITEMS SIWL BE DENOUSHED AND REMOVED FROM THE SITE, UNLESS ✓ � — � � .. -y, ,. ,, 1 "- ODFRNISE NOTED: (DI PINT) 2. AIL ED. BECOME ITEMS FR IP THE F THE C N, RACTORUNLESS NOTED DL BE OWNFA 10 BE STORED I t-h - 40 It. OR REUSED BECOME THE PM7PCRIY OF THE CONTRACTOR MIO SILL BE PROMPTLY REMOVED — ' FROM THE SITE. SOIL 015P0511 SHALL BE AS DIRECTED BY THE OWNER. O EXISTING TRACK,,�/ J. K S ALL EM FACILITIES AND STRUCTURES DURING NOT INDICATED AS INCLUDED IN TIE SGOPE OF O BUILDINGS MID DUDUTS .. `•OUT ?. -'7 } 0 - ♦ �,.. � ' 3 1 \ '°° •' y^ { WORN SHALL BE PROTECTED FROM UNLACE DURING CONSTRUCTION. All ALXW.I7VT FAL7LIII6 IXH \\ ,�� _= 1 SBB.4 t \ 1 W .� STRUCTURES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IMMEDIATELY TD � - ! LLD PRE -CONSTRUCTION CONBBION OR BETTER Os BUILDINGS AND DUGOUTS �r \�\ 1�, �Y•;.- -^. x 1 4. TALE ALL PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK AREA DURING DENOLIIION �'`' _$� 1 8' MAPLE PAOCEOUIE.S. h - 1 T1 O IRRIGATION L1tFS, VALVES AND SPI✓•/QER HEADS. I[ -% 'T4� t 3P �^ I 77 \ 5. POOR TO DEMOLITION, HAD EXCAVATE MAY UNDERGROUND UTILITIES. NOTIFY THE OWNER IF J95. � / EJ� / `, 2 1 + MY OIFEIR UIIIlTWS NOT NOTED ON THE ORMMNGS ARE FOUND. O MISCLIUNEOUS SIRUCNflES ` 8, CARE SHALL BE TAKEN NOT TD LINEAGE OR DISTURB ANY TREES AND SITE LIGHTING NOT CALLED OUT FOR REMOVAL DURING CONSTRUCTION. EXISTING SOFIBALl SCOREBOARD INCLUDING SCOREDOMID, POSTS AND CONCRETE FOOTINGS. PRIOR 10 '" \T I S I O DEMUITON, THE CONTRACTOR SAW CONFIRM WITH THE OWNER THAT THE INMRSITY HAS NO FURTHER �T�� - - t F' \ I I$• �MI,PLk r — - — �- 7. PROPOSED FEATUNES ARE SHOWN ON THIS DRAWING FOR REFERM ONLY. USE FDfl llf SCOREBOARD. RI I , I k / D, n.; I \ N l�� '. I G S .S E N S UDI 396. I c t E I � B A C H M A N 8. ALL IINGCB, PPEETC).ANFENCING SHOWN WITH GROSS HATCMNC (,. , , j TO BE Oj EXISTING CHAIN LINK FENCING, BOMOP AND SOFTBALL FIELD FENCING. THE EXISTING MIND SCREEN j < <-s - AIR C H T E C T S ( AND FENCE TOPPER AT THE SOFT84L FIELD SKULL BE REMOVED AND REJSED ON THE NEW SOFWU '+ • _,.k'U" - y r I.. _ _ _ F1F10 FENDING 4,1 �\ �J 1 BB Oranite Shad Lane 9. ALL CONSTRUCTION DEBRIS SWi1 tE PROMPTLY REMOVED F1N011 THE SITE AND DISPOSED OF H� 1 OR RECYCLED N AN APPROVED MANNER. y 1 i 1 h "---- I Monl oiler, Ve Shan, 05802 THE EXISTRELOCATE ING BLEACHERS WITHNG PORTABLE THE CONTRACTOR SHALL COORDINATE THE NEW LOCATION OF 1 \ I ' t ..�. . ry 1 \, Ib _ .- I� I 1 P O \ I I 1� UI 1 } P 802. 22B. 7WB4 F 802. 229.4822 EXISTING FENCE REMOVE AND RRISE F POSSIBLE ' 2O" MAPLE ENGINEERING VENTURES ITC ]B/F1ymNme9at RA leVyd,vT05101 Tll III I 1 �, I II I g�, F I 9; / WE. 802.863.6225 'J I ./ 0JA1 s - fx 802.863.6306 L� tea. i, 1ea _ rl \ 1 7�� rny�eenyvhu��oom , g II \ X JBB.B 1 ._ .- _ L • , = ` ? , ! IF �'� "I MAPLE \J GRASS .3JT.9 I 0JA9 ♦01 I,IIIII 39t, t.,, 1,� S 1 - IIIII i OFIAd 1 £ MAPLE I ..796.8 \� � � I � G � S a N _- � �1� � A � � It OWNER 11W3 �,_ �I \ S�t, 22" MAPLE � ee a I I The University3 3936,,I Of Vermon t 109 South Prospect Stre et VeBurlingtonont 05405 Tel: 802 Fax: 802-656-8895h�\,OA2 \r,t 08 11 I I\ I I LINTS OF > G I I I I 1 0 .3 I I .396.5 ( 1 TI V� i - ' i t`, P{A MAPLE PROJECI «, o,. ✓, ,.'-� t 'T I RI' 94ty, ` , 1 12 I I\ \ .3ia 1.6 a ,;5+315 I ` {-" z I `. l�' \ JNP.i UVM ' I I LE MJaAi PTrack 35 147 ar Street /_.__.__ I Burlington, Vermont ENDS X 1 / Rf3EREDE ONION-THS Q✓TiIONC V 9 u ENDER ._- , --- v G $S 1 MA - - _I<__..-.ttt�9r9J.e �6 - - _ x JB I I �I'' .. I / A I T ; /'j� ���-•r,,:. •. : JN MQ�Lt: 1 .3�96"'.S— .�r/ f. -�t►-._�__'._._„ II/ /«o 8.4 _q�_ rC`..�,98.:? ,-.�:15;.t4„-r':'"� S —��- '�\) 5 \ �4 (Ptt.. I _hE_rXV-. CR IR:M$ 3±9 9J"`13.L.68.''6..•-- III \EX. MH Tlt I .III II • II _+ 3 _„ r-. .... - *I _/1• g. Sr{I itI I Y�,'q��,1 MAT .. Bedo 4 _ RAS j . GRASS W.s 39G- Ii9 i 3�" .3 _/ / � r� 0JA12 I,V II Job Number04210.0 ,398.7 x 4 2 �� 1506.5 i111 ! ,! I �1P \ _ rib N— Baee.awp �/ / We /91�A SoirBA/L LD I\ f U I --- - / I (V?WE _ -ES i II ml I i / X xS SS X I 0JA6 l _ - -. • / ' / > _ �3IIt - 91JA� N / II 8ralx r-a1r 6 1 �JA4 • ,,BTU 1• _-0 p; ltY7 ).� 11 •�� ,��19�J 1 / R N .a-+-+\ t d - �I. -VIE, Date: March 25. 2010 y / H8.5 + I i RIM rt}O.-1_•-\.-"' \_S �13�..i+.:.% 11 f . ` �-�- l /i /i/ / / r ,//�!/ ,I / I r /390.84• 10" AG (M .W..-39T dY W ENV 85,BERM �55I 11 / - f1,}1,`,• LELE DEMOLITION % PLAN -GRASS_ (7' \ �,1A5 ,399 �X 3M.5 I TSS.? / X \\ B - J''' 1 ` _ �--a`<,•�•-+-'-} -.�J ` _ �..., I,` �-` L� - - -i ?f .47 ^� -- _-- X: .B! / PFIALT�431K1 /d ASPHAL� `T; � .... .... . .....--,... -- :... �6..__.... _:.-.... ...-`'*�__^�_��i _ � _...it?i. tt ALT iIKKAyn `. j O _ Bur Co f Ic qq , �Gf`TY OF -BURL GTO ,r � ►L 401,E ub _ay. } ��OUTH BU�k1N6T 11 '- __�- ---�� _ ." 14��..-,.,..... I /o .i�� I� �.,....�.,...... �. �^'?.'.�%IY X�, i1 i �1-I \I �11�'i\d379'.:; - a I G �IC SCALE N V S AD D / I � 1 _t_ _. -r v. ....403•b-`- w, % -- I ) 1 38�A I ASPHALT III I M. I I I I I '( IN FEET) 1, 4m. 1 i i \ 1 leoh 40 [t,.. /18• MAPLE - — II 1, i i \ ._. .. -._. / % / \ r� LI > a (T � `'sr .,-- � `� 'L � --.= �''� I .�✓ f ! '� �".- -' J - - \ �,_.. 't :y " �• __ _ it a.lpo I IV� CRASS ♦_(. a�j� IX. C 3 ---, •,..X - , �..�I`_ / / r / 'r`� _ '�ee.b .. ..ltt la DcnDN \ i 1r �'„' X 40J.1._H- ._.:.1 E�DD A,{� 1 � 39S `jItIH 4' TOPSOIL AND Je8.4 PLEIEI I� ` \ doe l k \\ ,\ \\ \ `TRACK NOTES AND PRODUCT TABLE +)96. y,. '. � X I `. I I �� ' I v v -� / �I * / 1. INSTALL 4' GAUVINIZED CHUH LINK FENCE SOUTH i '/.-'��% % 'S'// / / .. - I / \ I I I 1 I ( 1� /404.1 `y yy FROM THE SOUTH END OF IX6TINC SOCCFA FlM '� HEATS SWILL MEET NCM SPECIFICATIONS (SPORISFEL➢ SPECIALTIES AS PER NIMBEAS INDICTED)--^"i2A lin 305.9 t� � ' ku $&S /' •. , : — � f rlV 402.9 AND ALONG THE NORTHERN BOUNDARY OF THE C 1 )( \ H 0 i �� t 1 I i t . 1 387.1 IBdCIi °`.\ I I \9 ,! / 1 i I - 1 �. / E%ISIIN6 BIKE PATH FASFIESPG AS SHOWN. THE 240' % 21' HIGH REMOVABLE NYLON LETTING eLL1510PPER(SIWJGHr POLES) IF0554211 \ \ i ' I \ �� WITH CON8W,90R ODOIROINATINGSTHE BE RESPONSBIE FETHEN 2 EACH HAMMER/DISCUS CAGE IFDIICCOl1 } ..- * I \ P I.-. G O .S .S E N .S 8 M j THE MOMENT TU POF ARTIES OF DISCUS TWdTAFORM W D5CU5 THROW RING AND DRAW TUBES 7FOC6099 ) rl 396.5 / `� q\ �� � BACKUP NEr SYSTEM DISCUS WIVNER CAGE ) 1 \ rl j, TFDHCCOLL-SUNET / it B A C H M A N 3' / THE FASF]EM AGREEMENT UNDER THE GIADMICE OF + Lg - / A VERMONT DOER ED LOUD SURVEYOR TO ENSURE / ' / r \\ I 1 J �.. THAT THE FENCE IS INSTAUFD OUTSIDE OF THE HAMMER COINERSTON RING SSI38x ARCHITECTS FASFLFNT UNIES SHOT TOEBPUT/HAMMER 11WOW RING TFSPH054AL , _�' I 8 5 Granite Shed L a n. Slav PUT TOE BOARD nsvrlaou t � / � I 1 II � , � l EACH 8 TRACK TO SEAT 3DO SPECTATORS. THE BLEACHERS l Y / X 391.5 Montpelier, Vermont 05802 �LBE BLRASYSIEAI SWABOVE 2. INSTALL A NEW 5 ROW BLEACHER FINISHED INSTALLED OWN A STEM NORTH OF 1 EEACHACH ROTATING��� IMF R� NSTALLIDLONGARIPLE JUMP TAKE -OFF �OSttfMETiC SURFACE SYSTEM INCLUDING SS TRAY. �� \\� ''� 11�, ' ' ' \ _ I P 802. 229. 1664 F 802.229. 4822 THE LEE CONCRETE PAD INSTALLED IN ACCORDANCE EM F IYeCF G , SPECIFICATIONS. COVER SET WJ5400 / v — — tl i 193pp _J ES TFLGD01AL WOLI THE BLEACHER MANUFACTURER'S FORMING SYSTEM WJSODO \. I x 1 ' �r `�.� I I "�, i .. ` L PL� ENGINEERING ' HURDLE } _ ` M �VENTURESINC C..-!\ IE110VA8LE NYLON NETTING EW.ISIOPPER SOUTH OF ALUMINUM TRACK CURLING WIFlHGURB-A ` , ...' `, }' T'}•' (/ -�^ r'Y 4 + GW+SS ,'�„ `1 l `Hj1 1 `I(r� / 20Bnym Avenue SriN2A,lneingtoaVf OSd01 .-� . f"�'"/ 3. ERECT 4' CHAIN LINK FENCE AND 240' X 21' HIGH (4)MATCHING HURDLES WJSCHI ` ' ' `l i M \ tel. 8802.863.6225 I C FIELD ENDL9S. 4 EACH SANG PR SP6010 f f5, ���._ .. -_ i r}O� -.•.�� - � _.�t1 >a�e °�- evwnaa30� EXISTING SOCCER/.. 4 EACH SAINT PR omo SPBB00 .�T 3 X \ IN 19 ' II �� •• - � '� 1 I I �' \ I < \ $?� '11 \ X I M = fil GRASS � N5 D I( 1 fill \\ \\ G(iASS OWNER S9a n, "ISM PL j366i� The University / I 40' /! I \ \ S I -_-'_. _.._. -' 1t----- ? ' ,a - i—NEW 10' WIDE r1SPHMT PATH I ,` \ II 11�1 r �I Of Vermont ilt I N. \ 1 V /r/II \ _i `jr0- - - 109 South Proepact Street �`/1 . SEE DETAIL 5/C2.1 I ,/r' `1 1 r I l� 1\ �; �� Burlington, Vermont 0-1405 1 � ,H ! Tel: 802-656-3208 X 39 .4 � � Y 1�1 Al t � � -� - t : 1I I H 1 i �� r\NSA Fax: 802-6568895 , 4 jt t 7 , NEW BIKE. RACK .t 1 7.3 I .'� � y'7�'I / '/�J� I. 1 V r 1 I �; _!, ,I t \\ 1 Q 11W�ALI'� Ii PROJECT 2i M4 0 a: r a 1 -4' CHAIR LINK FENCE AND r„7 , p } .BLEACHER SEATING FOR I 1 T1 11' HIGH RE�IovPBIE 6a3smpPER � � � T � 3e� I l • �� � �, U V M 46 f' " / 1 ' B 4 300 SPECTATORS (NOTE 2) .// / I ( /� \ I ( \ M'LEN NETTING. (NOTE 3). I , `�, , / 't I • ,MAlPLC ' Track 147 Spear Street 1 Burlington, Vermont L�/I.AG+ 387x 1 r Im VGG+ II It `•`_' ` 1 1. '► I `'�96.1 \ _'r.��..L- _��._ �_._.._-..-`__„--- =-�'` - � - j 1 \ I II I I \I I� (�. � r lr ._ Iwy I / I / r..,. F __._�.�i, (t EBumNc- - _ :-T ❑ IiIII r 5 (\r �� Ra...nna: AND WOMEN'S LONG JUMP \ 1 \, ....."ter"�•. DISCUS PAD AND C� I r,} AND TRIPIE JUMP RIIILONG AND P1151'I / I \ ^ t I I{ I IN, \ ( ! L•-r / I 1 Job Number: 09M.00 .396 1, PIT ---/ I II I / II Ucl 7po.4 I 7 o iM 1�� \ 1A�°� -i ._ Fib Name: 04210 C1.2 X397.B / I / f 396AX Ill / II. \ $} Style• ---- 1•=40' 4 r ! "' / I ^/ / /. \�,�. I Deft Memh 25.2010 4' HIGH CIWID LNK FENCING I (- I..--�oDLE VAULT RUMMYS WM POSED 9 LANE TRACT( / 1 X 390.4 _ WITH DOUBLE f�Mi(6' IFM'FS) TWO BOXES WITH FILLED D SECTION ON I 1 I / _390 / I • yt� / (NOTE ,) \ WEST END 1 / h 1&7LE PAD pp 1 I SHO1PlR J 4A J" N. I 97.2 1 ! 1 1 �✓ L i � �jN ..... � 1 . -._ W I r.> - - 11 'LEI IL� - �rPROPOSED ®----'"'� N UNN 1 tY n I HIGH JUMP PID AREA I - �---" '-�- — _ -, - -- - 86 -FENN&G (NOTE 1 / /7`�4 S1 LAYOUT _ 399 _ _ AND APPRWLH 1 � ❑ ���---'..'-�- � � / t �' �I I., - - _ �", PLAN \\� 399.E __� �����-� , -__r/ - -R-/ - J 3852� — — � .ram. _.� �,..lL . _ -- - -- _.__ : .�._ ��-_ = - _.L =•.:�.4-� �� — — -" --- �� _ — � u+ / I`i ... � ....►►- - /ASPHALT B6KE v 395y - r % % u = r ���.. — — --- — — v SUBMITTAL X %3918 .- _ _ _ ' ( L1�1' OF, $ORL�P�GTO� �SdUTH BU�II'HA µ_ H F° C 1 2 % ( / T 1 R PERMIT APRIL 8, 2010 J / UTILITY NOTES: STORM STRUCTURE SCHEDULE: ' �/�S; IpF� LEDGE SCHEDULE A LEDGE �DULE B TEST PIT 1. DEFENDING ON EXISTING LEDGE CONDITIONS, THE CONTRACTOR MAY REMOVE ALL SOL ro ) / /i / / i ) � MR102 LEDGE D.Ey !EDGE PR03E ST1 NEW 4' ID STORM/ CB O NEW 5' ID 5T0181 CB O NEW SLOT DRAIN CB ®MEW SLOT DRAIN CB �.-�� DESIGNATION F1N�e APPROX. !EDGE `LEV LEDGE AND RUTACE WITH GRANULAR BAWL PER THE EARTHWORK SPECIFICATIONS OR To Sr5 ST9 1 _ - JAI LEDGE AT 28' 394A EV 1 ILL TO 7.0' UNDER DRAINS AS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL CDDRDINATE WITH ENGINEER RIM - 395.38 PoY . J95.fi5' RIM • 398.0' RIM - 396.0' _ � �' / / / � � F - EV-2 NL ro 7.d i� PRIOR TO THE START OF EARTHWORK, (SE) 1T PVC IN (FROM 5T14) - 392.45' (E) JO' HOPE IN (FROM S14) - 367.70' 6• PVC OUT - 394.17' r PVC OUT • 394.17' �� / �/ .}Y:-"F' JAIL CLAY AT JO• - - i" .• •, •` -- � JA3 C AY AT JO' - EY-3 NL ro 7.0' - (W) 12' HOPE OUT (1'D SR) = 392.35' (W) 30' HOPE OLTI ux) • 307.60' BOTTOM OF BASIN = 394.05' fOT10M OF BASIN = 394.D0• .✓ " - 11 X CLAY AT 24• - EV-4 LEDGE AT .0' 390.9 2. ALL WATER PIPES AND SERVICE CONNECfONS SHALL BE INSTALLED WITH A MINIMUM COVER OF SUMP - 39135' SUMP - 386.60' CONNECT OUTLET TO 10' PVC PIPE CONNECT OUTLET TO 10' PAC PIPE �. ^. /' 3881 JAS CLAY AT 28' - EV-5 LEDGE AT 26' 394.4 5'�' OVER THE PIPE ALL HOSE BIBS AND GROUND HYDRMDS SHULL BE SELF DRAINING TO A DISCHARGING ro STiS DISCHARGING TO ST1 AT 382.35' \" _ All (EDGE AT 23' 398.5 EV-6 MIL. ro 7.d III DEPTH, RAVE VACUUM BREAKER ATTACHMENTS AND BE LOCKABLE. ST2 NEW 4' ID STOIn CO NEW SLOT DRAIN CO _ O RIY - ,795.38 ST6 RIM - 39&0' NEW SLOT DRAW CB NEW 4' O GO _ - 1 JA7 CLAY AT 32• - EV-7 LEDGE AT 5.r 390.3 3 PROVIDE ONE NON�Affg YARD HYDRANT WITH AN FIEPOSFD HfAO AND A 3/4' HOSE (E) 12• HOPE N (FROM Sr,) - 301.41' (NW) 8- PVC Our (TO Sr,4) = 394.17' RIM = 396.0' RN = 395.5O' JAB SBTY SAID AT 40' - EV-8 NL ro 7.d - CONECTON AT EACH DUGOUT AND TRACK STORAGE BUILDING. CAMPBELL WNUEACTURING MODEL (W) 16' HOPE OMIT (ro SfJ) . 391.31' BDTTOY OF BASIN - 394Ad fi• PVC OUT . 394.tr (� 6• HOPE N (-_ADM ST6) - 392.50' ._�� \ \I .LAD LEDGE AT 30' 3943 EV-9 LEDGE AT 4.1' 39ZO YH-4 OR APPROVED EOUNILEM. CONNECT EACH YARD HYDIW TOME NEW 2' TYPE K COPPER SUMP - 30995• CORRECT OUTLET TO 6• PVC PIPE BOTTOM OF BASIN - 394.05' (5) 12' ROPE IN (FROM STIS) J92.50' - - _ V ?K 769.4 JAID CLAY AT 38• - II LEDGE AT SN 390.2 SERVICE LINE AS SHOWN. THE FINAL LOCATION OF EACH HYOW SHALL BE COORONATED WITH OrCKWONG TO STI4 AT 393.45 CONNECT OUTLET TO 10' PVC PIPE J.9 JAI CLAY AT 39' - LV-11 LEDGE AT 111 390.9 5TJSCWJK9NG ro STS Ai 389.75' SWP 1T•J911 401 (TO 5T4) = 392.40' JAIT LEDGE AT JT' 39J9 EV-12 LEDGE AT 4.7 393.7 THE OWNER. O NEW 4' D STORY COCB HEW SLOT GRAIN \ ✓ .,11 JA17 CLAY AT 42' - EV-13 ILL 70 7,d BY - 395.6' �/m�� 4. PROVIDE ONE RON-FREEZE GROUND HYDRANT WITH A 2• LOSE CORRECTION. ZURN MODEL (E) le' HOPE N (FROM sR) • 39om' Y RM - 390.d NEW SLOT DRAN CO `' EV-15 ILLTO AT 58• SB9.2 Z-1385 OR APPROVED EOMALENT. THE HIURVG SHALL BE LOCATED ADJACENT TO THE CONCRETE (S) l2' HOPE N (FROM SIB ST10, ST12) • 390.39 6- pVC our. 394.17' RIM - 396A' 1 NEW 4' ID Ce \ _ i, LEDGE PROBE PERIMETER pIRB N TIE GRASS INFIELD AS SHOWN. THE TOP OF THE BOX 9NALL GE FLUSH WITH (W) 24• HOPE OUT (N SI4) . 39820' 6• WD Oli - 394.17' ®PoN - 39530' \ , - \\ DESGEI6IDN 13NDING APPROX. LEDGE REV. LY-10 ILL TO 7,d FINISHED CAME. BDNNE OF BASIN - 1o" Pv' ) _ { A LEDGE AT J6' 394.5 EV-17 MIDGE AT 6.8' 3BB.7 SLR' = J80.2B' COINELT CURET 10 10' PVC, PIPE BOTTOM O BASIN = J04A8' (S) 12' HOPE IN (FROM T14 STa STtt 38260' r 15 6. All PROPOSED LMUnES SHALL BE INSTALLED UNDERGROUND. DISCHARGING TO STI5 AT M. CONNECT OUTLET ro 10' PVC PIPE E) IT• HOPE OUT (TO Sr14) - 392.50' \ \ E> 0. B ILL ro 4B' - \ ivC-e ( EV-1e LEDGE AT 2.2' J94.3 NEW 5' ID STORM W DISCFMRONG TO Sri SUMP - JB130' \� ' C HL TO 48• EV-20 N.L. TO 7.d Sr4 RIM - 3955 9K3tFA5E LINE SIZE ro 1Y AT JUNCTION lE .� -_` I I l ,'; D IFDGE AT 12' J96.5 EV-10 N.L. To 7.d _ G O S S E N S GRADING NOTES: (� 24' TOPE IN (FRAY Sri) _ 389A1' NEW SLOT DRAIN CB I , {, I E ILL ro 4e• - EV-21 LEDGE AT 20' 3oss B A C H M A N (SE) 12• HOPE IN (FROM ST14) - 3e9A1' O PoM = 396.0' t NEW SLAT GRAIN CB I I 1, F LEDGE AT 42• 36s.5 EV-21 ILL 70 7 0 - (W) 30• HOPE OUT (TO S15) - 3m.91' E RC OUT - J94.Ir ® RIM - 395.0' / \\�1 l / i--- _ _ - \ G LEDGE AT 46• 395.6 EV-22 ILL To 7.d _ ARCHITECT S 1. ROUGH GRADING AND FINISH GRADING OF THE TRACK SHALL BE LASER GRADED WITH 'HE USE SUP - 39695' 6' PVC OIJr - 794.17' N HL ro 4e' - _ BOTTOM OF BASIN - 3D4.08' \ &-24 M.L.ro 7.d OF A OIYL AOS USER AND LASER COOED GAMER TO PLUS OR MINUS 1/6- OF DESIGN GRADES BOTOM OF BASIN - 394.08' It \ \ n I ILL ro 40' - 85 Granite 3 W e tl Lane AND SLOPES. CONNECT OUTLET ro 10• PVC PIPE I EV-25 LEDGE AT 17' 392.5 DISCHARGING TO ST3 AT 389,75' CONNECT DILI ro to' PAC PIPE \ \ N -� ` J N.L ro 4e• - EV-26 LEDGE AT 6.0' 390.0 Montpelier, Vermont 05802 INCREASE UNE SIZE ro IY AT JUNCTION DISCHIAITGNG TO ST3 AT 389.75' \ \\ ` X \ 39" K LEDGE AT 18' 394.7 EV-27 LEDGE AT 5.2' 391.5 P BOIL. 229. 1664 F e02. 22B. 4B22 LEDGE AT 20 • A A ,./ ;: 1 ♦-,..,„._.. ._. U \ \�\ ` N BIEDGEAT 18' 394.5 EV 29 LEDGEAT 6 \ :. �,._._ \ _ EV-29 LEDGE AT OX 39&3 \C LV 3O HL TD io'' 39a ENGINEERING \ 1, I \ tt ` \ �\` `'E �H 3 ' \ It / p 7 Ev-n RL To zd VENTURES INC \ `` � p \ � 0 LEDGE AT 2B' 393. _ N `` I i \ 1 S ILL ro 136 - Env 3�3 1LtEDAE AT 7.0 - \ 1 4 t C SCALE \ I ` ' I \ T LEDGE AT JB' 380.8 _ iO Rum Ar®efAsm ILA Badmlon,v7o5N0I LC - - \ O V _ tat. 902.963.6225 U a ,Am i- 1 ` , I R .o ✓ EV-34 ILL TD 7.0 - 111 / J EV-35 ILL TO 7.0 -X� 1 -(I� I \ l �1 L+LaLa1\ggq���eeeV, fYx 802.863.6306 \\ \\E, 1�9 I,Jv' \\ ! /'i ` _A EV-37 BL TO 7.0' - I I _ - - ._Ld._---1i 1 I \y g ARTIFICIAL TURF FIELD I 1 a J lIwho -v40 a I \ \3.p / \ EV-3 LEDGE AT ao' 78&e I z R I I 1 M EV-J9 MIDGE AT 38' 39z1 I --CiF' RV. >8i17° .p� ( SKI '96; I..-_-M-- 11 WE4 /.----�..�` 1(1 ', \� 1 \ EV-40 ILL TO 7.0' - il i \ CRASS T_..__ I X JB6. I .-. I I • \� EV-41 LEDGE AT 5.1' 391.4 ,r� LY-42 LEDGE AT 3.1' 380.0 •c- r tl Ilul I Av vv 1 AV 1 y' "' ___ I 1A vIi M EV-43 LEDGE a7S' 3963 III 1 q 1 \ I 1 b / I ', V1"j'V i EV-44 LEDGE AT 4.0• 387.0 GRASS \ n`I t ► '' r1; 3 0 I I i EV-45 HILL TO 7.0' OWNER EV-46 ILL 70 7.0' ` EV-47 LEDGE ATz6' =4 The University ., 1 t----�►" ..- V i I ` (P; \ k I EV-48 HL TO 7.d -� 1 /U) fi} \\ \\ (---t- \\ 1 V. F'L 36e.. i \II 1 ' ll// ` 1 ' A RA�EMOVE EXISIrD THRUST BLOCK AJD Gwr: •, Of Vermont .,.._.__ .... _\II_.._.__.__. � { ' I �I 1 ' ^-....,.,..,r-sIDERROVOSED T�IPAGUN BLroFAI1XFR5 ` II _--•- I 'I x ` 1111 \ 1I .11r\ I W 1 - 109 South Prospect Street A A 111 \ \ FOR AL ._......,�- - Burlington, Vermont 05405 APRIL 8, 2010 Tl: 802 656 3208 X / 4 6' DUCTILE RONI/ATER MAIN Fox: 002-656 8895X 396, BE DEWS c1i1 AND rA. 2 1 i THRUsr BOCK AND W. PRDIOE II \ I ifi II TERMINATE 6' IVIITEN LINE WITH A w ! g q I I I 1 1 z / 1 $ 2• TAP FOR WAID SEANCE LINE I , 1 IEVI 6• K 4' LEE FOR 4• DJ. FINE UHE I X I , \ I I I' PROJECT 4' DUCTL IRON FIRE LINE 1 4 ` i t 1 I GEfNL C23� 1 \ 1 \ _ 7o STowAEE BLDc 1 •� �/ , i I, I -H SH o't 1 \V 1 SOGQEH :E;-D SEE OILS 6z2/1 AND C2.2/2 , ? a € t 1 UE \\ ( - SEE \ I �I} I I I U V M 2•-L ;.l1.0i Track 4' PVC IRRIGATION LINE. CONNECT YO, ' '( SHAPE 00Y`��uL '..... _ ( 147 Spear Street AND swIMlEsr COPoNES OF FJ7471xbV_" I I ! ' GLASS I DEW IRRIGATION URFS AT samLs[sr 1 I HOPE I STI I f �� urlington, Vermont I I I .. /'/_ A 111� SOUTFIELD HWEST NOCATFD. SS _ . _ !'.R�aL. B 242'J 30• HOPE I; S• OA06 ) / �` 1 ' S \ 1 0 - E _ II - z t I R- /._220 24 TOPE IV05E ee tt'-_ I J � 4 6 I / I ` I �. ,_ _ I 5- O�fd. - .;►\ _.,:... +--_ \ $T3 + 6.3 3939 I �I,�" ._ . _.. 1 I 44 III T ' „•e _-__.... �` 1 a1 {,. / - - 396 - Ix1 7q� ' ' h I �I'S I 1 I 5 � o ID' I �►39 r 1 I� �,_._ 396.3 6.1 T,� T s. 6.o6s 396. I D S o.005 �g \ srow,ccA 51� IK1 96.37 - - - II - 6.18�t1L 6' PETiATFD WC ��17 +�1� 1�+� 1j 11I I t7t 434 12' Put I I I 1 i 1/ l 1 , eUI DEN Y 396.32 S• D op5 L I `r, I N i 1 $�, :I 1 �__,.0.---_- fAA•-F3 ! 396.1 HF - ! s g i _z 396.T6 Ev 18 + 11% SEE DETAll Cz616 un I '1D ` ,7f I I 11\ '�, } Flevbbnx 39P / I ; D \ 32 UE +R EV J + \I C o UD \ ! I I L1 11 1 \I I i 15 /} / \I \ Ev-T i 115.+ \ SEE GROUND UTILITHYDRANT s 11 r--__..__- L `- d� NEW CAOUD f0'OANi EV 24 1 / � � 11yM.�vv�� / /// ///•' \ E 7X2'91 / 1� LANDING PR UN RAIN TIE EV-25 UNDOD Prr UNDERDRNNS DE 1 I \\\� \ 0 Tl / I III II Job Number. 04210.0 118'fi 12' MOPE 395. X 39fi.I3 1 INTO 7RACN lMOERDRAIN 7AS INro TRACK UIDERDRNNS AS ( i V , / I I 1 , i / I EV-26 SHOWN. SEE UEINL C2.4 SHOWN. SEE DETAIL C24/6 30 's� 14 I 396.32 0 1 2• TYPE K cowEN Rn rE6 I I I AT .,_'-a-- ----' / »1111 EgV- D ! LINE. SEE DETAILS C22/1 ` \ f r I I I 11 .4 11C _y - X 39 .7// i ( `,�E{E� _ r�I File Name: Bws.mw 1 I VI\ ' A _.-- / EV-28 1 -- 75't fi" HOPE I / j AND C22/2 _ -, _ w ( / , / 1I ,/�` S= OA05 I / EV-32 \ I 396.3 : 1 F 1 / YI 1 / A79 , q I I 97.0 _ 395.4 ^` 5 - - - 'I ^ I % (', S`' Smla 1•MO' ES / I 1 m / / x pxss u osNIE / OF + / x -TD OVSE PR FILL jq7 9 i ,F n ix \ WATER SIlPPLYCNE I 1` r \ J O 1IL HOPE 39&1 Nf - 386.0 II l + - AND X ( MOLD ElEve7N39of 1 Q 397.25 S725--- /L/ -. V �r NEW SLOT DRAIN 1- �, LY-29 I - , ,\ 1 Oeb: March 251 6' PERmRAI® PVC UNDEWRIIN TO 0' PV6 STORIIUN -EY =3 - , + (1YP). SEE DETAIL C26/B /1...-(JD C2.5/3 EV-35 T �D / ~ I UD EV-37 / I I i -_ 396 -1 - •F / / \ „� - 1YP + a 32 (/ T2 '.V ( /-\ 2" Y1�'_-,... .(l-.• EV-33 �„- / HYOtANr / I) � v69- ! / GRASS UNED SALE SLOPE - a010 L LID SEE DETAIL a.v+a I 3ss.32 ---` PROPOSED / ONCE PA 25' SEE \ tx L\A-40 `'T_T- " _ VE C/o / / / / 4 sTIJ 1 ) L j GRADING AND ONCE PATH FASF]EFIL ( Fy �,, � ;� ( I EV-41 i 1 UE�- -IBS't d ,,; 1 /0 1` W� vs� --------J99- �1`�w EV-4 I I s o.00s HOPE n v,67 XF,,`�\` k0� T_'. EV-43 /\ 1 \ 30& £ CD \`\790.6, _VEAL-46 `h•�ID UTILITY PLAN \ \ ) �. 399.E T -� UE- +-. / Tx 3 _ \ - �.. --! w J85.2 �,rl 396:5 / ASPHA! i+. _3f jASPHA� 0,X_.. PA_391.6 \ -i j / -> >h / r t I __ - - t��--------------, - - - ;) urdrl t�ntE'lub I� . ; T 0 / � F,-f3�L UTH BU NG�j C13 I EROSION PREVENTION AND )DIMENT CONTROL NARRATIVE TFE arm W OF VERMONT IS PROPONG TO REPLACE THE PARTIALLY NO PMM OMME PATTERNS SINATEIGIF EROSION CONTROL "UK TY TTE AS PART OF A SEDNW AND EROSION CONTROL PROGRAM. THE STRUCII MEASURE IS INSF410 IN AREAS THAT HAVE SLOPES OF 3:1 OR GREATER AMID DEMOUSHED, DUNG ATHLETIC TRACK IN THE ARCHIE POST MEW THE SEDIMENT AND EROSION CONTROL PRDGRAM WILL BE IMPLEMENIED IN PHASE. CERTAIN TONS FROM OTHER LOCATIONS INDICATED ON THIS PLAIN TO STABILIZE THE SLOPE AND REDUCE THE EROSION COMPLEX. GIIERALLY LOCATED SOUTH OF THE N FIELD T PLACE CONCURRENTLY WITH DOE FROM OTHER PHASES. THE POTENTIAL MI IS TO BE INSTALLED AND STAPLED IN ACCDRDAHCE WI MANUFACTURERt WEST OF SPEAR STREET AND NORTH AND EAST GOWFTUHWERECREATI( WEIKE THEE =CONTRIBUTING AREA TO THE ENGELSBY WATERSHED CONSISTS OF ONE PHASE WILL UKELY OVERLAP OR TAKE PATH ON THE LIVIA ATHLETICS CAMPLEL THE PREVIOUS TRACK SURFACE ATER GENERATED BY THE PROPOSED TRACK IMPROVEMENTS AMID THE TIMING AND USE OF THESE TECHNIQUES 6 FURTHER DEFINED IN THE CONSTRUCTION SEQUENCING FOUND ON SPECIFICATION AND MWAINED UNTIL VEGETATION IS FULLY ESTABUSHEO. WAS SEVERELY WORN AMID NO LONGER AN ADEQUATE SO EXISTING FIELDS 70 THE WEST AND NORTH OF THE TRACK. SHEET C2.0 - EIROSION PREVENTION AND SEDIMENT CONTROL DETAILS AMID NOTES AND ARE INDICATED ON SURFACE FOR THIS PLAIN. TEMPORARY SEDIMENT TRAP. WAS RECIFATIONAL OR ffrU=LLEGIATE USE. THE RERWNDER OF THE TRACK THE TRACK SURFACE WILL BE IMPIERYOUS WITH A SLOT DUN ALONG THE THIS STRUCII MEASURE IS A TEMPORARY EXCAVATION ANI EMBANINENT THAT Is WILL BE DEMOLISHED AS PART OF THIS PROJECT. IN ADDITION TIE EXISTING HEIDE EDGE LL BE SLOPED FROM THE FIELD OF THE TRACK. THE TRACK WI OUTSIDE STAMLEM) OONSTRUCTION ENTWXM CONSTRUCTED ACROSS A DRAINAGE WAY OR AT OTHER SURABLE LOCATIONS TO RITEICIEFT SEDIMENT VARSITY SOFTBALL WILL BE DRUBHED AS PART OF THE PROJECT. TO THE INSIDE, ALLOWING THE SLOT DRAIN TO CDULECT STORM WATER RUNOFF. THIS S11RUTPURAL MEASURE IS A STABUZED PAD OF AGGREGATE UNDERLAN WITH FILTER FABRIC LOCATED AT LADEN RUNOFF AMID TO TRAP AMID RETAIN THE SEDIMENT. TEMPORAN SEDIMENT BASIVIS ARE THE CONVEY IT THROUGH A PROPOSED UNDERGROUND STORM DRAIN SYSTEM AND ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCIII SITE TO OR FROM A PUBUC EFFECTIVE IN INTERCEPTING SEDIMENT LADEN RUNOFF AND REDUCING THE AMOUNT OF SEDIMENT PROPOSED TRACK FACILITY WILL INCLUDE A NINE LANE OVAL RUNNING WILL THEN BE DIRECTED TO AN EXISTING STORM WATER TREATMENT POND WEST FIGHT -OF -WAY, SREET. ALLEY. SIDENI OR PARKING E PURPOSE OF A STABILIZED CONSTRUCTION LEAVING THE DISTURBED AREA PROTECTING DRAINAGE WAYS. PROPERTIES, AND RIGHTS -OF -WAY BELOW TRACK APPRDXIMATELY 600 FEET LONG BY 275 HIT WIDE. BLEACHERS OF THE SITE IN THE ENCESBY WATERSHED. THE DISCHARGE FROM THE POND ENTRANCE 5 M REDUCE OR ELIMINATE THE TRACKING AREA THE ONTO POOLE RIGHTS -OF -WAY OR K THE SMWF BASIN. THESE WILL REMAIN IN PLACE AMID BE MAINTAINED UNTIL THE PROJECT SITE WILL BE INSTI ON THE NORTH SIDE OF THE TRACK (FACING SOUTH) THEN MAKES 9 WAY TO ENGUM BROOK STREETS. THIS WILL ROM IN PLACE AND BE MWANNOEIF) SLENDT11ML TNH THAT CAN ACCOMMODATE UP 10 JUD SPEUT90M THE PROPOSED TRACK E PROJECT SITE HAS BEEN PERMANENTLY HAS BEEN PERMANENTLY STABILIZED. SEE DETAIL C2.0/1 FOR CONSTRUCTION AND MAINTENANCE OF WILL BE DIRECTLY STAMM. ONCE REMOVED. THE IMPACTED AREA SHALL BE SMED 4D MULCHED. SEE DETAIL C2.1/4 FOR THIS SEDIMENT AND EROSION CONTROL TECHNIQUE SOUTH OF THE MEN TOW FIELD. ABOUT 100' FROM THE STORWATER RUNOFF GENERATED BY THE STORAGE BULDING AND OTHER CONSTRUCTION AMID MAINTENANCE OF THIS SEDIMENT AND EROSION AND TECHNIQUE CUM LINE OF SPEAR STREET. WE SURFACES PERIPHERAL TO THE TRACK WILL BE COLLECTED IN THE LIMITS OF DISTURBANCE. WE UNDERGROUND SYSTEM AND OIRECrED SIMILARLY TO THE EXISTING INSIDE THE 1RAMCX THERE WILL BE A STEEPLECHASE WATER PIT, FOUR LONG TREATMENT POND. SF— SKY IMENCIR THE CONTRACTOR SHALL CONTAIN ANY EARTH MOVING ACTIVITIES WRIN THE DESIGNATED LIMITS ON THIS PLAIN. THE ENGINEER SHAILILL REVIEW THE SIDE ED MAKE ANY ADJUSTMENTS ED THE STRU PAL MEASURE IS A TEMPORARY BARRIER OF GEOMEXTUE FABRIC USED TO SHOWN JLNP/TRIP JUMP PITS WITH TWO RUNWAYS, A SHOT PUT PAD, A DISCUS CTU I ACCOUNT I AND SPECIAL AREAS OF NO Aj PERIMETER OF IMPACTED AREAS AMID ALONG THE BASE OF THE FILL SLOPES, SILT PENDING IS RK THROWING LPEAD MIT CAGE, TWO POLE VAULT BOXES WITH ONE ROOMY AND TIME REMN NO AREA CONTRIBUTING TO THE WATERSHED CON%7S OF FLOW INTERCEPT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOIL OF IS INSTALLED KT FOR ENVIRONMENTALLY SENSITIVE AREAS, SPECIMEN TREES TWO JAVELIN RUNWAYS, THERE WILL BE A SMAJ. STORAGE SHED TO THE SHEETING :ROT3 USING IS ATHLETIC IMEDW TO BE DISTURBED AS ADONG THESEDIMENT CONCE EFFECTINTF IN REEKIC G STORMINATER RUNOFF VELOCITIES, ASSET IN THE DEPOSITION or TRANSPORTED — — - — — — — — — WEST OF THE NORTHWEST SVE AREA. PART OF THIS PROJECT). THE IS BE COLLECTED IN EITHER AN EXISTING CATCH SEDIMENT LOAD AND PREVENT EROSION OF SOILS ONTO ADJI AREAS. THESE WILL REMAIN IN PLACE AMID EPSIN NORTHWEST OF TRACK ALONG T14E EXISTING BAD PATH, OR KTO A BE MAINTAINED UNTIL THE PROJECT SIDE HAS BEEN PERVARENDLY STABILIZED. SEE DEEAL C2.1/1 FOR PRO CATCH WIN WEST OF THE TRACK BOTH STRUCTURES DELIVER FIT COWIRUCIIICN AMID MAINTENANCE OF THE SEDIMENT AMID EROSION CONTROL TECHNIQUE THETSWEDING STORMINATER TREATMENT POND. SOILS I THERE IS A SMALL AREA OF THE PROJECT THAT CONTRIBUTESTO THE OMIM=XCF) OR CAN LINKM FDM THE PROJECr AREA IS COMPRISED OF THE FOLLOWING SOTS AS MAPPED BY --tj THIS STRUITIURAL MEASURE IS INSIALUED ALONG THE PERIMETER OF THE PROJECT AREA. IN MANY CASES THE SOIL CONSMA71ON SERVICE THE DELINEATION OF T�E CSMOILOGROHUPS IS CENTENNAL WATERSHED. EARTH DISTURBANCE WITHIN THNSITE CONTRIBUTING THE UMIT OF DISTURBANCE WILL COINCIDE WITH THE FENCING OR INDICATE BUFFER AREAS TO BE INDICATED ON I SHEET. AREA Mi BE UMITED TO THE INSULATION OF UNDERGROUND UTIUMES AMID PROTECMED. THE FENCING IS EFFECTIVE WHEN USED TO SEPARATE THE PROJECT AREA FROM ADJACENT CONSTRUCTOR STAGING AREA. THE OMISDE CONTRIBUTING AREA TO THE C PUBLIC. THESE WILL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE PROJECT SITE X 391.5 CENTENN WATERSHED DISCHARGES TO THE NORTHEAST CORNER OF THE AREAS USED BY THE PU SYMBOL F ERODIBILITY \ , 1'1�11 So 0 LACL HAS BEEN PERMANENTLY STABILIZED. FrCT ATHU" CAMPUS VIA A SERIES OF GRk% LIKED SNALIES AND A CLOSEDrn GI =E A FACIORM STORMNWOER SYSTEM AMID TRAVELS NOFHRLY KONG THE SPEAR STREET Sr -WAY APFROMMATE SOL SPOCKPILIE ATJ& CV COVINGTON 0 - 2X 19.9% 0.49 ROADSIDE DITCH TO A POINT MID BETWEEN THE NORTH AMID SOUTH SILTY CLAY ENTRANCE M THE GUTTEASOM PARKING AREA THIS CULVERT DRAINS EASMY THESE ARE APPROVED LOCATIONS WHERE TOPSOIL AND OTHER SOIL MATERIALS MAY BE STORED. TH UNDER SPEAR STREET AMID THROUGH THE EAST FURNACE DEVELOPMENT. THE STOCKPILES WILL BE PROTEM FROM EROSON BY A NUMBER OF METHODS, INCLUDING INSTALLINCESILT DRAINAGE IS COIJI IN THE CITY OF SOUTH SURUNGTOM COLLECTION FENCM AROUND THE DDWN CUD F THE STOCKPILE AND SEEDING AND MULCHING THE SYSTEM MOM THAN FIVE YEB VERGE NES 2 - 6% 80.1% 0.49 ON EAST TERRACE AND RJOINS TO MAIN STREET THEN TO CENTENNIAL SWIFILE WHEN NOT IN USE FORENI PERINETER 0 DAYS. N, CM BROOK ON THE MOM SIDE OF CATAMOUNT OWL BECAJI OF THE S TO G SLOPING GRADES, THE SOILS ARE ce SM CHEI DW� IIFICIAL TURF IIEL THIS STRUCTURAL MEASURE IS A SMALL TEMPORARY STONE OATH THAT IS CONSTRUCTED ACROSS A DRAINAGE SHALLOW My ARIFICIAL TURF IIEL I 1 1 -4 - I s•\ 39p,B \ \ ` EXPECTED TO HAVE SLIGHT TO MODERATE EROSION POTENTIAL WAY AMID ARE INSTALLED IN LOCATIONS OF CONCENTRATED FLOW OF STORMIANTER RUNOFF. THE STONE N CHECK DAMS ARE EFFECTIVE IN REDUCING THE EROSION POTENTIAL IN A DRAINAGE CHANNEL IN REMOVING SOILS LINE 4 -1 -9- THE VELOCRY OF FLOW IN THE CHANNEL THESE WILL REMAIN IN PLACE AMID BE MAINTAINED UNTIL THE PROW SITE HAS BEEN PERMANENTLY STABILIZED. SEE DETAIL C2,1/2 FOR CONSTRUCTION AND 396.� It CARD MAIRITI-ANCE OF THIS SEDMENT AND EROSION CONTROL TECHNIQUE Ir- APPROWMATE SFAM AND WASTE AREAS. + THESE ARE APPROVED LOCATIONS WHERE NONI NON -ERODIBLE MATERIALS MAY BE STORED. SOILS SHALL NOT BE STORED IN THESE AREAS. I" MlEr PROTECIMML �5.2 0 THE STRUCTURAL MEASURE IS A PERMEABLE BARRIER INSTALLED AROUND INLETS IN THE FORM OF A FENCE, 394.9 BERM, OR EXCAVATION AROUND AN OPENING, THEREBYREDUCING THE SEDIM-1 —1-1 OF —1-1 N� LADEN WATER INLET PROTECTION IS EFFECTIVE IN VENTING SEDIMENT LADEN WATER FROM ENTERING A 39 SET STORM DRAIN SYSTEM THROUGH EXISTING AND PROPOSED CATCH ESE VALL REMAIN IN PLACE ANU BE INININFAINED UNTIL THE PROJECT SITE RAS BEEN PERMANENTLYES�STAMIS11I — — — — — — — - 0' SEE DETAL C2.1/3 FOR CONSTRUCTION AMID MAINTENANCE OF THIS SEDIMENT AMID EROSION CONTROL TECHNIQUE SWPUNC uell 1920ri Ind Records 5"? 1 94SVI5.3 I )A /Z FOR PERMIT SUBMITTAL APRIL 8, 2010 N GRAPHIC SCALE ( IN FM ) I JI - 40 FL VERGENNES CIA 2-111% SLOPES,,- X 0.40 � �..VNGTUI SLN CLAY J 11 EXCAVATED MATERIAL FR TRENCH SAL BE ON USIDE 1T1-.0'rP). NO V"WTTNH500 IFEI a OPDD�-= ONE TIME "). 1 1 E / ------ —(k;OSED CATCH)BASIVIS ED BE INSTALLED AFTER UPMEMIT AREA HAS BEEN PERMANENTLY STABILIZED. DROP INLIT 4, PROTECRON W BE IN57ALIED AT PROPOSED CATCH BASINS UNTIL WATERSHED IS PERMAII STABILIZED (TYI x 39' 8 COVINGTON SILTY CLAY OF- - VMMNB CLAY, 2-611 SLOPES K - 0.49 TST-11 K VI )< 396.7 COVINGWN SILTY cLAY K 0.49 VERGENNES CLAY, 2-6111 SLOPES II I,K 041 U CO r, 3933 ......... 0 GE/ .... . .......... UI N uD— SAM 0 Ej _nON FEN= TO EXITING CMNUP N FOUND "me .0 UD js PROPOSED TOPSOIL e, 2, ---- -- STOCKPILE U) C S R CONSTRUCTION OF THE - PROPOSED TRACK. kkk .4 PHASE 11 v i Sr, 9�� - 396.4 + 397.20 1, _77 x� g1PROPOSED CATCH BASINS TO x — -1 �jAFTER UPGRADIENT AREA �& WIN + PERMANIENDLY TSTAOILIZED R NO +S725-- I BE INST�IrA PROPOSED �7.2� jayb UNIL WAIIhI PENMANID- STABILIZED (W), X 320.4 I. U0 ...... -jo ------ 4.9 tv 16 M 39 x r f 14 0F/-9UK4NGTQ SOUTH BU Bur 381.1 P 9 G 0 S S E N S B A C H M A N ARCHITECTS 85 GraniteShedLane M0, tp I. r. Vermont 05602 _7_ P 802. 229. 1664 F 802.229.4822 ENGINEERING VENTURES INC 20IFb-A—S,LaBahga%Vr05401 lel. 802.863.6225 T fix 802.863.6306 v UFUZE !EXISTING CHAINUNK PENDING AS CONSM=aN FOUND. < OWNER The University A' Of Vermont Imtl 109 South Pro act Street S Burlington, Vermont 05405 Tel: 2-656-3208 8 Fax: 802-656-8895 PROJECT UVM Track 4! I 6 L1,1L I� ISpear Street Burlington, Vermont I Reanm... Job Number. 04210.0 Fib N—: Bue.dwg S.M.: 1' - 40' CKI MI 25.2010 EROSION PREVENTION AND SEDIMENT CONTROL POSED DROP INLET , RECOMPOMN TMO E I PLAN !EXISTING CATCH MIN. FORT E! C1.4 �G,T,Ole I 1 'I i7IF �3 % WIDTH . r REFER TO PLANS SECTION �GDON SEDIMENT TRAP OVERFLOW PROPOSED BFIRM GRADE 12' BELOW TOP OF BERM EYEING DACE PERFORATED RISER WITH HDPE CURET /4' - 1/2- KARNABE I_ CLDM WITHWITHFLIER FABRFABRIC4'-0• IIIL EARTH BER4 - �-' SECRET FASTENED _____ __ 1 n a EXCAVATEDSEDIMENT PROFILE � To'-o�,,- _._ TRAP IPRAP SEDIMENT TRAP SCHEDULE AND NOTES DRAINAGE AREA REQUIRED VOLUME OF TOP RISEN BOTTOM OF TOP O RISER BARREL. TRAP IN ACRES SEDIMENT TRIP EEVAIION O Til POD POND DW.ETER DIAMETER iSI-1 3.01 3G1 a. 10,657 c.l. 0.857 394.5 12' PIPE 3920 J9L0 21' 18' 7SI-2 a. cE. 394.5 12• PIPE 3920 396.0 Is'21' 15' 1. INSPECTION NO REWARD MAINTENANCE SIWL BE PROVIDED WRY (EERI. 7 DAYS) AND WITHIN 24 MOONS VIPER EACH RNA AND REPAIRS MALE AS NECESSARY, 2. SEDIMENT TRAPS SKILL MEET THE VERMONT HANDBOOK FOR SOIL EIO9ON AND SEDIMENT CONTROL GN Calismu TIOH WES. 3, VOLUME O SEDIMENT STORAGE SITYL BE 3.600 O PER ACRE O CWMMWRY DRAINAGE. WHOM VOLUMES AND ODUTIET SIZES FOR EACH TRAP ARE UOLED N THE SEDIMENT TRAP SCHEDULE SHOWN ABOVE 4. SMWENT SANL BE REMOVED AND THE TRAP RSTMM TO OS GROW DIMCIe 5 WHEN THE SDWIDR HAS ACWMUAED 10 ONE-KYE O THE DESIGN DEPTH O THE TRAP. RENEWED SEGMENT SHILL BE DEPOSITED N A SUITABLE AREA AND srauzm. 5 ALL EMBANKMENTS FOR SEDIMENT CUPS SAL NOT EXCEED 5 FEE IN HEIGHT AS MEASURED AT THE LOW POINT O THE ORIGINAL GROUND ALONG THE CENIERUNE O THE DABWWW. L EEBMIOITS SHALL WIVE A W4NUM 4-FOOT-WIDE TOP AND SEE SLOPES O LI OR TATTER. TIE EMBANKMENT SHALL BE COMPACTED BY TRA'THI WITH EOUPIENT WHILE TIES BEING COISIWCIED. 7. ANY EXCAVATED POTION O STBEM TRAP SHALL HAVE 2.1 9.HPES W FUTIEA. 8. EACH TRAP SHAl1 HAVE A PIPE CI TLIET AS NOTED IN SCHEDULE ABOVE ALL PPE CONNECTIONS SHALL BE M Wail NI. 9. AREA UNDER EMBANKMENT 9OL BE CLEARED. GRUBBED, AND SRBPPED O ANY VEGETATION AND ROOK MAT. THE POOL AREA SMALL BE CUEV ED. 10. THE FILL MATERIAL FOR THE EMBANKMENT SMALL BE FREE O ROOTS W OTHER WOOD VEGETATION AS WELL AS OVERSIZED STOE. RODS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBARKMENT SHILL BE ODMPACTED BY TRAMRSNG WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. 11. CONSTRUCTION OPERATIONS BULL BE CARRIED OUT IN SUCH A MANNER THAT ENGSION AND WATER POLLUTION ARE MINIMIZED. 12. THE STRUCTURE SHALL BE FBaO AND AREA BROUGHT TO FINAL GRADE AND STAMZEO MEN THE ORNNAE AREA HAS BEEN PROPOLLY SAABEIifD. I& THE TOP 2/3 Of THE RISEN SHILL BE PERFORATED WITH ONE (1) INCH DWOM HOLES ON BUT$ SPACED SIX (6) INCHES VEROGYLY AND HORIZONTALLY AND PACED N THE OOCAVE PORTION O PIPE NO HOLES ELL BE &LOWED WFHN SIX (5) INCHES O THE HORIZONTAL BARREL 14. THE RISEN SHALL BE WRAPPED WITH M TO M INCH HARDWARE CLOTH WINE THEN MWPED WITH PETER GLOM (HALING AN EuvAENT &EVE SIZE O 4o-sl THE DATER T DIH SHALL TIED SDI (6) INCHES ABOVE THE HIGHEST HOLE AND SIX (6) NOES BELOW THE LOWEST HOE WHERE ENOG O THE FILTER OM ODME TOOErl THEY 9ANL IF OENAPPED, FOLDED AND SAPLf➢ TO PREVENT BYPA65. 15. STRIPS OR CONNECTING 6AIUS SHUN BE USED TO HOLD 111E FILTER CLOTH AND WIRE FABRIC IN PLACE. THEY SHALL BE PULED AT THE TOP AND BOTTOM OF THE CLOTH. 1L FILL MATERIAL ARM= THE PPE SPWLWAY SHALL BE HAND COMPACTED IN FOUR (4) ILO LITERS. A MINIMUM O TWO (2) FEET O HAND WIPACTED BMU SHALL BE PULED 00 THE PPE SPILLWAY BRINE CROSSING T WITH CMETRICWN EQUIPMENT. 17. THE R411 SHALL BE NNDHOED WITH EITHER A CONCRETE BASE W STED. PLATE BASE TO PREVENT FLOTATION. FOR CONCRETE BASED THE DEPTH SALL BE TWELVE ((12) ACHES EH THE AWL EMBEDDED NNE 9) INCHES. A M INCH MIMMUI iHCKNESS STEEL PLATE SAL BE ATTACHED TO THE PoSCON ER BY A OWOUS WELD AROUND TIE TO FORM A WATERTIGHT CONNECTION AND THEN PLACE TWO (2) FEE OF STONE GAVE W TAMPED GRAN ON THE PALE TEMPORARY SEDIMENT TRAP DETAIL n SCALE NONE MATS/BUNKERS SMg1LD BE INSTALLED VERTICALLY DONHSLOPE EROSION CONTROL WRING N016: sncxs AND cross. wTs/ MAMKEIs swY1 •KwE CM SOL CONTACT. 2. APPLY POW" SEW REM RACING MANITTS 3. LAY RA KETS LOOSELY AN STAKE O STAPLE TO MAINTAIN DIRECT CUNFACT WITH THE SDIL W NOT STRETCH Y TAMP NORM LING ET GRE 579BC LIVING n I2' SfAPIES� � 1 1/2' t2• 12• BERM EROSION CONTROL MATTING SCALE: NONE 2 CONSTRUCTION DOTES AND SEQUENCING GENERAL HDSION CONTROL, NOES S�E2M•JEL 10. AREAS THAT HAVE SLOPES OF 3:1 OR GREATER OR AS INDICATED ON SHEET C1.46, SHLL HAVE EROSION CONTROL MOVING EAAS 1. BROWN CONTROL MORES SEALL BE WNDUCIED N ,ACCORDANCE KM THE IATEIF VERSION OF 'THE VERMONT STANDARDS W TIE FOLLOIWNG IS AN ANTCIPAIED CONSTRUCTION TIMETABLE. THE OUTLINED CONSIR,XGECN i1METABOE IS SUBJECT TO CHANGE WE TO A MSTNLEB TO STABILIZE THE SLOPE AND REDUCE THE ERSON POIETUL MATTING SHALL BE WXWDANE WTIH A 12 MONTH SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL' AND THE CURRENT CONSTRUCTION GENERAL PERIOD 3-9020. NUMBER Of FACTORS THAT CANNOT BE CONTROLLED. HOWEVER. IF ITIS NECESSARY TO ADJUST THE CONSTRUCTION TIMETABLE, THE LONGEVITY, S150ON AS MANUACII/RD BY NORM AMERICAN GREEN OR APPROVED EQUIVALENT. WALL MATTING OVER MULCHED SLOPES 2. EXCESS MATERIAL FROM THE SITE WILL BE DISPOSED OF AT A PERMITTED LOCATION AS DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL STABILIZE THE AREA BERG WORKED PRIOR TO MOVING M A DIFFERENT AREA OF THE SITE. IF WORK MUST EXTENDRR 50 THAT ALL PAARE IN CONTACT WITH THE SOIL MA MULCH. MN MATTING WITH WKCROeLE STAPLES 3 FEET O.C. TO ENSURE NU 3. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE DISTURBED AT ANY ONE TIME DURING DEVELOPMENT. WHEN LAND IS DISTURBED, BEYOND THE UNITS OF CONSTRUCTION, AS OUFrUHED ON THE PLANS, THE CONTRACTOR SHALL AMQLD THE PERMIT BUM ANY WORK BONDING WITH SOIL SURFACE THE SLOPE SURFACES SHOULD BE LEFT SEX,WTLY ROUGHENED AND NOT SMOOTH. IF LARGE AMOUNTS OF THE DISTURBANCE SHALL BE KEPT TO THE SHORTEST PRACTICAL DURATION AS APPROVED BY THE ENGINEER. COMMENCES. OFFSDE WATER WILL qWN MR THESE SLOPES, TEMPORARY DIVERSION STPES SHALL BE INSTALLED UP SLOPE UNTIL THE SLOPE 4, EROSION CONTROL MEASURES SHALL BE CONDUCTED N ACCORDANCE WITH THE 'VERMONT HANDBOOK FOR SOL EROSION AND VEGETATION SIABEIZES SEDIMENT CONTROL ON CONSIRUCU STES THE CONTRACTOR 9iLLL BE RESPONSIBLE FOR ESTABLISHING AMC MAINTAINING ALL EROSION CONTROL MEASURES ON THE PINT' 5. OUST SILL BE Ol14 WITH AUDIR Bf A 1RUCN-MOUNTED SPIUY 84R GLCAIM CHLORITE (M9rt0 Y 144) OR OF CONSTRUCTION. THE CONTRACTOR 'QUID TO WE ION. THE MEASURES THAT ORE NECESWC/ TO QUANTIZE EROSION THRYEE ATH H DUBS OF THEON FIg9011 OONIBIOL THE .1 BE USED SODIUM CHLORIDE (AA9R0 Y 143) 9NLL BE USED M DIRECTED W THE ENGINEER. WM E EIRONAL L TIMES SHLL HAVE LIMOSION CONTROL MATERIALS AND INSIMUTION EQUPMENT ON STE AT All RYES. L ROL CDORpt BY THE UNAND TH OF VERMONTOFBU PRIOR TO SWAT O I. THE ON. TH EROSION CONTROL COTIFY THE SHALL BE NATURAL RESOURCES AND THE CITY OF DPW ENTIRE CONSTRUCTION. THE SLAT NOTIFY THE AGENCY O S. THE CONTACTOR SELL LIAR SOIL DISTURBANCE AND SEEDING APPLICATION DATES BETWEEN MAY I AND SEPTEMBER 15, ALLOWING CnDN R THIS ESPONGTON THIS INDIVIDUAL SHALL BE PRESENT ON -SIRE FROM DAY-TO-DAY, FROM 1NAT AND 9W1 BE RESPONSIBLE FOR TES, ONE MONTH FOR SEED GERMINATION AND SOIL STABILIZATIONPRIOR TO OCIOBER 15. IF ANY SOILS WILL BE DISTURBED OR REMAIN O LEAST ONE WEEK PROP TO THE STAR O CONSTRUCTIONTHE 1. APRE -CONSTRUCTION CONFERENCE SHALL AT HELD 1. A OSO R S RES RE ARERING AND SEDIMENT CONTROL PUN, DETAILS AND NOTES, ARE N COAT SEDIMENT THE EROSION CONDOM MEASURES REWIRED BY THE EROSION THEAPPEROSION UNS'TABILIZED �IWEEN OCTOBEL 15 AND MAY 1, A ENTER EROSION PREVENTION AND SEDIMENT CONTROL PUN MUST BE APROVED BY THE STATE OF VERMONT AGENCY OF NATURAL RESOURCES, WHICH WILL INCLUDE SPECIFIC WWB CONSTRUCTION EROSION CONMOI T RESOURCES, TER CONTRACTOR OENDt, ENGINEER AND A REPRESENTATIVE OF THE STATE OF YEe1lMT, AGENCY O NATURAL RESOURCES, WATER QUALITY OWS.ENGINEER AN PER ALL PLANS, DENTS A PUN CLANS AD SHALL KEEP A PROPERLY AND . DETAILS NOIRES THE OPY MFulKES. 7. HAY OR SIRAN MULCH IS SUBJECT TO WIND ACTION. MULCH MAY REQUIRE ANCHORING AS THE WEATHER CON TONS WARRANT. DIVISION. PIEPNBMG THE SIZE FOR COIISIRICIIOI CORD OF OF WRITTEN RECORD OF INSPECTIONS AND IWNIEIANCE OP EROSION CONTROL FEATURES. A COPY O THESE PLANS AND INSPECTORS NCE OF L 2. THE ON -SITE PLE RECW05 SHALL BE KEPT SIBS AT ALL TIES. 1. THE ON -SIZE RAN IDDRUUTOR S RESPONSIBLE FOR NOTIFYING THE MENI.Y OF NATURAL RESOURCES DEPARTMENT IN 24 � L ANY DISTURBED AREAS WHICH ARE ROUGTI GRADED AND AWAITING TOFSOL OR HAND SURFACES O WHICH WILL BE�RMED LITER WRING CONSTRUCTION, SHALL BE MULCHED AND SEEDED WITH WINTER RYE GRASS TO PRVEM EROSION WITHIN 7 DAYS. HAY O STRAW 1. NO DISTURBANCE OF ANY AREA ON THE PROJECT SITE SHALL COMMENCE VIEW THE COMPLETION O ALL ACTIVITIES USLED HERE. HOURS B< PHONE AND 7 DAYS IN NRTNG) OF ANT EVLEDE OF IEA9IRARE NKKNR O SEDIMENT OR !SEDIMENT LADEN WATER LEAVING MULCH SMALL BE APPLIED TO ALL FRESHLY SEEDED AREAS AT THE RATE O 2 TONS PER ACRE EYES SHALL BE UNSPOILED, NR DRIED, 2 THE CONTRACTOR SALL MARK THE LIIWIS OF OISIURBANCE WITH FLAGGING IN AGCOIDANCE WITH SWEET C1.4A 2. THE ENGINEER SHALL REVIEW AR THE PROPOSED LIMITS OF CED15WITHFLA AND MANE mfADJwjf E1T5 TO ACCOUNT FOR ENNRONLIENTAIY PROPOSEDR EINNC SHALL BEES ITH THE CONSTRUCTION SITE OR ANY NSBIE DISCOLCNTON O SURFACE WATERS (INCLUDING WEIIANDS), AND TAKING IMMEDIATE ACTION TO AND FREE FROM WEED, SEEDS AND ANY COMM MATERAL THE CONTRACTOR MAY CHOOSE TO APPLY A DIFFERENT EROSION CONTROL METHOD, SUCH AR HD1 RD SEEDING. THESE AREAS. ANY BE APPROVED B1' THE ENDIRmA. RE -SEEDING AEG4 SR AND sPROPO OF CONCERN. THE CONTRACTOR SIANl CONTAIN ANY FNTM ACTIVITIES SECT THE DISCHARGE. J. ALL EROSION AND SMRMwTER CONTROL SYSTEMS SHALL BE INSPECTED WEEKLY AND AS SOON AS POSSIBLE AFTER RARFALL EVENTS VEGETATED, TH S AREAS HALLL E THESE AREAS SHALL BE MAINTAINED ON A REGULAR B195 UNTIL THE SLULL DONE UNR All AREARE ER WIHN THE DESIGLATm 11MliS. 4. INSTALL THE STABILIZED CONSTRUCTION ENTRANCE/ET TO THE NORTHEAST OF THE PROJECT AREA OF OF DAVIS ROM, HEADING (WITHIN 24 HOURS). NEEDED REPAIRS SHALL BE TAME IMMEDIATELY. SEDIMENT DEPOSITS SHILL BE REN)YED AS THEY ACCUMULATE AND PERMANENT EROSION CONTROL 4FASURf5 E SION ONROL ALL T OF TOPSOIL AND SOUTH ALONG THE ESTING CHAIN UK FENCE PARALLEL TO SPEAR ST. AS OEPL4m ON SHEET C1.M PLACED N AREAS WERE FURTHER EROSION 6 UNLIKELY. NEW 9. AL IVIES OF OISR1R&NCE 11JST HAVE TEMPORARY OR PEAIWEM STABILIZATION WITHIN 7 DAYS OF RILE NTHAL OBRFBNJCE. 9. DISTURBANCE 5. INSTALL CHAIN LINK FENCING AS DEPKTEO ON CIAA AND GENERALLY ALONG THE LIMITS O DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EY51 WORN GAY. THE FOIDWWRG EXCEPTIONS 6. INSTAL SILT FENCING AS DEPICTED ON SHEET C1.4A IF NO INDICATED ON SHEET CIAA. AT FENCES SHALL BE NSTNIED DO EDOM/DNMM ENTK S UKW OEA W BWEJDY IEPORINC• AND RECORD DEBUG APPLY: GENERALLY ID FEET FROM IHE BASES OF THE PROPOSED CUT OR FELL SLOPES. THESE SHALL REMAIN IN PLACE UNTIL iFE PROJECT STE IN ADDITION TO THE INSPECTIONS REQUIRED BY THE ON -SITE PUN COORDINATOR, THE UNIVERSITY OF VERMONT SMALL DESIMTE AN A) STMIIWTION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24 HOURS AND THEE IS NO His BEEN STABILIZED. SEDIMENT SHALL BE REEVED FROM BEHIND THE SILT FENCE WHEN T BECOMES 6 PLANES BELP AT 111E FENCE EWCNEER/EMRONYENTK SPECIALIST WID WILL BE RESPONSIBLE FOR PRRmRWNG ENVIRONMENTAL INSPECTIONS THROUGHOUT TIE PROJECT PRECIPITATION FOREGSTEO FOR THE NEXT 24 HOURS. TIE SILT PENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A PROPER SEDIMENT WRIER. CONFIRMING WATER RESOURCES PROTECTION THROUGHOUT THE PROJECT. AND FOR RELATED RECORD KEEPING. THE UNIVERSIY SHALL NOTIFY B) SABLGA110N IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTNNEO EGWITDN (iw. NO DORM WITH A DEPTH 7 INSTALL INLET PROTFCIKIN ON THE EXISTING CATCH BASINS LOCATED WITHIN THE UNITS OF DISTURBANCE OR AS INDICATED ON SKEET THE AGENCY OF NATURAL RESOURCES O THE APPOINTED PERSON. OF 2 FEET O TREATER (I¢ HOUSE FOUNDATION EXCAVATION. UTILITY TRNCHES).' CIAA. PROTECTIONSHALL REMAN UHL ALL THE CATCH BASINS ARE REMOVED OR THE DISTURBED AREAS ARE STABLIZED. SEDIMENT 10. THE SMALLEST PRACTICAL AREA OF LAND SIWl BE DISTURBED AT ANY ONE TIME DURING DEVELOPMENT. MEN LAND S DISTURBED, SHALL BE RTMOVfD FROM DROP NLFT PROTECTION WHEN THE STORAGE CAPACITY HAS BEEN APPROMMATB.Y 50 M FILED. GRAVEL WALL BE THE ENGMEER/EWIMWWAL SPEOAM7 SHALL DETERMINE, CONFIRM. AND REPORT WHETHER THE EROSION PENETION TURD SEDIMENT THE DISTURBANCE SHALL BE KEPT TO THE SHORTEST PRACTICAL DURATION. CLEAVED OR REPLACED WHEN IT NO LONGER DRAINS PROPERLY. CONFIRM PUN 15 BEING FOLLOWED AND THAT APPROPIOTE PENSIONS ARE BEING MADE TO THE EROSION PREVENTION AND SEDIMENT 11. OUST SHALL BE CONTROLLED WITH WATER p51RBOED BY TRLION�IWNEO SPLAY BAR CALCIUM CHLORIDE (IASMO M 1")OR8. INSTAL CHECK CANS N EXISNG CRASS-UNED SWAES AS MDICATED ON SHEET CIAA TO PREVENT SILT FROM WASHING INTO THE CONTROL fIAR WERE THE EROSION PREVENTION AND SEDIMENT WNIROL PLAN PROVES NHEl11M1E N MDIIIOX, THE SODIUM CHLORIDE (MSHTO M 14J) MAY ALSO BE USED. DRAINAGE SYSTEM DOWNS CONSTRICTION. SEDIMENT SHALL BE REMOVED FROM BEANO THE CHECK DAMS WHEN IT BECOMES 5 INCHES ENGINEER/ENVIRONMENT( SPECIALIST SHALL. IN CDNJUNCTON WITH THE O-SITE PUN COONONAMR, BEAR THE RESPONSIBILITY O 12. SILT FENCE SITYLL BE INSTALLED GENERALLY 10 FEET FROM THE EASE OF THE FILL SLOPES, MONO AS SOWN ON THE PLANS DEEP, CHICK DAMS SHV I BE REMOVED WHEN VEGETATION IS ESTAHISHED. BREWING THE SITE TO MORE COLPL"E WITH THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL PLAN AND TO MODIFY THE THESE SHALL REYNN N PLACE UNTIL THE PROJECT SITE HAS BEEN STABILIZED. SEDIMENT SHALL BE REMOVED FROM BEND TIE SLT EROSION PREVENTION AND SEDIMENT CONTROL PLAN TO PREVENT DISCHARGES W IDENTIFY AREAS WHERE THE PLAN IS INSUFFICIENT. FENCE WHEN T BECOMES 6 INCHES DEEP AT THE FENCE THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A PROPER CONSTRUCTION of RE PROPOSED TRICK SEDIMENT EAMER 13. EXCAVATED MATERIAL FROM EARTH ECPMTION AND MD OGING Sl BE PLACID M97 IN A LOCATION TO BE APPROVED OF BY PHNE I 1. CONSTRUCT THE TEMPORARY STABILIZED CONSTRUCTION ENRRANGE AS SHOWN ON SHEET CIAA. THE EDNEER/EMTRONMEMK SPECIALIST SHALL HOP THE CONTRACTOR WHEN CHARGES IN PRACTICE ARE NECSWTY TO COMPLY WITH ME EROSION PREVENTION AND SEDIMENT CONTROL PUN AND THE MM AND CONDITIONS O THE INDIVIDUAL DISCHARGE PEAR FOR THE OWNER AND/OR THE ENGINEER W USED FOR PROJECT FILL MATERIAL E DETERMINED SURADIE BY THE OWNER'S REPRESENTATIVE. 2. INSTALL ALL EROSION PREVEMKKN AND SEDIMENT CONTROL BMP•S SOOWN WITHIN THE PHAg I UNITS SHOWN ON CI.IA SIORMNAIER RUNOFF FROM CONSTRUCTION SITES, THE ENGINEER/E3MRONAENTAL SPEIGAJST SAL BE RESPONSIBLE FOR INSPECTIONS, 14. STOCKPILED MATERIAL (TORBORROW. ETC.) SHALL HAVE SILT FENCE INSTALLED AROUND THE PERIMETER. THE STOCKPILED SO, J. CONSTRUCT FILL AREA LOCATED TO THE SCUM AND EAST OF THE PROPOSED RAGA( LOCATED WIIFWII THE PEASE I LIMITS. COPACT PHOTO DOCUMENTATION. AND RECORD KEEPING ANDSKI L BIWEEKLY DURING PROJECT CONSTRUCTION, FILE WITHIH E DEPARTMENT OF MATERIAL SHALL BE SEEDED AND MULCHED AS SOON AS POSSIBLE TO PREVENT SOIL EROSION AND SEDIMENTATION OFF SITE LOCATE FILL TO FINAL GRADES. EMARONMENIK CONSERVATION, WATER QUALITY DIVISION, STORMWATER SECTION A REPOT OURNING: STOCKPILES ON THE UPHILL SIDE OF DISTURBED AREAS. IF POSSIBLE. DURING WINO CONDITIONS, STOCKPILED MATEWL SHALL BE 4. INSTALL SEEDING, MULCHING AND EROSION CONTROL WAITING. COVETED W WATERED APPROPRIATELY TO PREVENT WIND EROSION. 5. REMOVE TEMPOMY EPSC EMPS ONCE FINAL STABILIZATION HAS OCCURRED. ONSR UCTION ENTRANCE, STAGING AND PARKING AREA I. CONSTRUCTION STATUS. 15. SDPIES 3:1 AND GREATER SMALL HAVE EROSION CONTROL NETTING INSTALLED TO STABILIZE THE SUPE AND REDUCE THE EROSION AND ACCESS TO THE PHASE II AREA SHILL REMA14 UNTIL THE END O THE PROJECT. 2. W90N CONTROL MEASURES N PAGE AT THE TIME OFTHE REPORT. POTODAL- NETTING SHALL BE BIOOEGROAM WITH A 12 MONTH LODEWIY, S15M AS WNNUFK7AD ORAPPROVED EQUIVALENT. 3.NEWMEASURESUNDERTAKENSUBSEQUENT TO THE PARR R1PORr. WALL NETTING OVER MULCHED MOPES SO THAT ALL PARTS ARE IN CONTACT WITH THE SOIL AND MULCH. PIN NETTING WITH NEE PHASE 1 4. EROSION PROBEE !ENCOUNTERED AND HOW AND WHEN RESOLVED (RIME 6 OF THE ESSENCE) (NMOWAPHS REOURED). SINPLES J FEET O.C. TO ENSURE FULL BONDING WITH SOIL SURFACE. THE SLOE SURFACES SHOULD BE LEFT SLIGHTLY ROUGHENED AND 1. INSTAL NL EDSDN PREVRNTON AID SEOIYENT CONRO BYP'S SFIOWN WIMPL TIE PWL4 II IIMIR SIDWN ON C1.4A 5. STATUSOF THE PROJECT IN 7tAM5 OF CONSISTENCY WITH RILE PUNNED CONSTRUCTION SEQUENCE. NOT SMOOTH. IF URGE AMOUNTS O OFFSITE WATER WALL DRAW OVER THESE SLOPES, TEMPORARY DNFRSION SWILES W SLOPE DRAMS 2. DEMOLISH AND REMOVE THE REMAINING PORTION OF THE EXISTING SOFTBALL FIELD AND TRACK, THE EXISTING IRRICATION SYSTEM AND 6: GENERAL DESCRIPTION AND QUANTIFICATION OF AREAS DISTURBED AT THE TIME OF THE INSPECTION. SHALL BE INSTALLED UP SLOPE UNTIL THE SLOPE VEGETATION S'TABUZES. MISCELLANEOUS STRUCTURES IN THE AREA OF THE PROPOSED TRACK AR INDICATED ON SHEET CLI - DENOUTDN PLAN. THE CONTRACTOR 7. AREAS TEMPORARILYO PEIMANENRY STABILIZED SINCE RILE LAST INSPECTION RECORD. 10. RAY W SARAN MULCH IS SUBJECT TO WAND ACTION. MULCH MAY REQUIRE ANCHORING AS THE WEATHER CONDITIONS WARRANT. SHALL UNIT THE SOIL DISTURBANCE TO AN AREA THAT IS SUFFICIENT TO CONSTRUCT THE TRACIL B. CHANCES IN THE EROSION PREVENTION AND SEOIETET CONTROL PLAN THAT ARE REQUIRED (WCLUOING SUBMISSION FOR 17, THE SEQUENCE OF CONSTRUCTION ACTIVITIES SHALL BE PLANNED SUCH THAT DISTURBED SOL CAN BE PROTECTED AND STABILIZED AS 3. ALL CO SMUM N DEMOLITION OEROS 91 LL BE PROMPTLY REEVED FROM THE SITE AND DISPOSED OF O RECYCLED IN AN ANTHOFUATION FROM THE DEPADMENT, WHEN NECESSARY). SOON AS POSSIBLE EMPHASIS SMALL BE PLACED ON PROMPT (GENERALLY WAIN 48 HOURS) SEEDING AND MULCHING OF gSNRBED APPROVED MANNER. 9. WHEN BEWATMM IS UIDEROY, DHS011.3510N AND/O PHOTOGRAPHS O MEASURES BEING UTLIZED FOR TIEATMENT, AND SOTS. 4. SEED AND MUCH ALL RESULTING UNVECETATED AREAS THAT NO WORK S ANI CPATED I MIN 48 HOURS. E{ECTWEIES O THOSE MEASURES. 5. THE CONTRACTOR SMALL STRP TOP901L FRDM THE TRAP( ARA AND STOCKPILE THE SOL N THE DESIGNATED AREA DONATED ON PRAMANENT EROSION IDNOOL YFMWES SHEET CIAIL THE STOCKPILE SHAL BE LOCATED ON THE UPHILL SIDE O DISTURBED AREA IF POSSIBLE, REPORTS SHALL BE SUBMITTED BY THE WEDNESDAY FUUGHNG THE END OF THE BIWEEKLY PERIOD. REPOTS SHALL BE FILED WITH: 1. THE INSTALLATION OF HARD SURFACES SHALL BE CONSIDERED PERMANENT STABILPATION. PLEASE REFER TO THE SURFACE 6. THE CONTRACTOR SHALL INSTAL SILT FENCING AROUND THE DOWN GRADIENT PERIMETER OF THE TOPSOIL growl DOING WINDY STABILIZATION SCHEDULE FOR PROPOSED HARD SURFACE LOCATIONS THE REMAINING AREAS SHALL BE CONSIDERED LAWN AREAS AND CONDITIONS, STOCKPILED MATERIAL SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT END EROSION. DEPARTMENT OF ENVIRONMENTAL CONSERVATION SHALL BE TOP SOILED AND SEEDED IN ACCORDANCE WITH FOLLOWING PROCEDURES 7. ANY TOPSOIL STOCKPILE WHICH IS TO KWM IN PACE FOR GREATS THAN 5 DAYS SHALL BE TEMPORARILY SEEDED WITH WINTER WATER OIAYITY DIVISION, STOP WATER SECTION 2. FOLLOWING THE COMPLETION OF THE INSTALLATION O ALL UTILRES, SURFACE FLARKS AND HARD SURFACES AND MOMENT ROUGH RYE TO PRESERVE THE NTEOR'Y AND MINMIZE THE EROSION OFTHE SOIL CONSTITUENT'S AND RELEASE OF SOLUBLE NUTRIENTS. INSTAL 103 SOUTH MAN STREET, BUILDING 1ON GRADING, THE CONTRACTOR $ME RACE THE TWSOL INA WOUM THICKNESS OF 4* TO MSER WISH GRADE E PERORM BASIAR NG REQUIREDTO PROPOSED UTILITIES WATERBURY. VT D5671-D408 3. THE OWRACTITR SHALL MAKE EVERY EFFORT TO MPLIMIZE THE MOVEMENT OF THE RATED TOPSOIL WTTIN FEE PROJECT SIZE 15. INSTAL THE TRACK IRRIGATION SY'SIEM. 4. PERMANENT THROWN CONTROL MEASURES SEO L BE IMPIEMEED WWITHINWITHIN48 HOURS INSTALL FIELD UNDERDRAN NE7W'ORK EACH INSPECTION REPORT SHALL BE PREPARED IN CONSULTATION RAN WITH THE ON -SITE COORDINATOR, SIYL INCLUDE A REVIEW OF THE TOPSOIL 5. THE PREPARATION OF THE TOIL FOR SEEDING INCWDES SMOOTHING AND REMOVAL OF SMALL STONES. THIS WOK SKILL OCCUR 17. INSTALL WATER SERVICE LINE AND WATER SEMECES COORDINATOR'S RECENT INSPECTION REPORTS, VINO SHILL BE SIGNED BY THE ENCNEEA/EMRONMFNTK SPEClWST. IMIEONIELY PRIG TO SEEDING TO AVOID EXPOSURE TO POSSIBLE EROSION DAMAGE AND TO REDUCE THE AMOUNT OF ANSI GENERATED IBC POWER COAMUNIGIDNS, AND DATA CODUFIS AND ONES. AS PART OF THE PROCESS. INSTAL 10. NSTALL PROPOSED CATCH BASINS AND DFAINME PIPES AND CONNECT THE EISW DRAINAGE SYSTEM. N11E1 QUALITY MOMTOISIC PUN 6. SEEDING SHALL OCCUR IMMEDIATELY, WITHIN 48 HOURS, AFTER TOPSDL PREPARATION AND FINISHED GRADES HAVE BEEN ACHIEVED. 11. INSTALL INLET PROTECTION ON PROPOSED CATCH BASINS AS INDICATED ON SETT CIAB, PROTECTION SWLL RO" UNTIL ALL WATER OMLTY SAMPLING SAL BE AN INTEGRAL PART OF INS EROSION PREVENTION NO SEDIMENT CONTROL RAN. STARING WILL BE SPECIAL CAUTION 94A1 BE GIVEN TO UPCOMING STORM EVENTS THAT MAY DISPLACE THE SEED. DSTURBD AREAS ARE PERMANENTLY STRIPED. SEDIMENT SHALL BE REMOVED FROM DROP INSET PROTECTION WHEN THE STORAGE FOCLUSED ON THE TURBOIY DE RE SIOWMTER RUNOF FROM THE PROJECT SITE MEASUREMENT O THE TUMN O THE SIMUTER 7. WM AREAS SHALL BE SEEM, MULCHED AND FERTILIZED IN AOARdYKCE WITH THE SIDING SCHEDULE ON FEES 9M. CAPACTY HAS BEEN APPROXIMATELY 50 R FILLED. GRAVEL WILL BE CLEARED W REPLACED WEN D NO LONGER RAINS PROPERLY. LEAVING THE SITE IS A GODD METHOD OFMOTDIBNG THE EFFECTIVENESS OF THE TECHNIQUES OU LINED IN THE EROSION PREYENIION AND S. THE SEEDED AREAS SALL BE WATERED REGUALY ED PROTECT THE NEW PLANTS, BUR 00 NOT OVER WATER THESE AREAS SO AS TO 12. PERFORM CUTS AND FILLS OF SOL MATERIALS AS REQUIRED TO ACHIM ROUGH WADE OF THE SIATGADF. SEtIM E T CO M PUN. WATER GUALUTY SAMPLING AND TESTING SHALL BE PERFORMED ITT THE ENGINEER/EMARONMETK SPECIALIST, CAUSE EXCESS RUNOFF ANEROSION. BLARES OF 1J. AREAS TINT HAVE BLAOF 3:1 OR GREATER AND AS INDICATED ON SHEET C1.4B, SHALL HAVEERO&ON CONTROL. MATTING 9. GRASS UNED SARES SHALL BE UNED NTH S75 CHANNEL LINING AS MANUFACTURED BY NORM AMERCAN GREEN OR APPROVED EOUNALENT. AREAS WHICH EXHIBIT SIGNS OF EROSION SHALL BE RE -SEEDED IMMEDIATELY AND MAINTAINED UNTIL PERMANENT VEGETATION INSTALLED TO STABILIZE THE SLOPE AND REDUCE THE EROSION POTENTIAL MATTING SHALL BE BIODEGRADABLE WITH A 12 MONTH LONGEVITY. 515OBN AS MANUFACTURED BY NORTH AMERICAN GREEN OR APPROVED EOIVALENT. INSILL MATTING OVER WRITERS SLOPES THERE WILL BE THREE SAMPLING LOCATIONS FOR THE PROJECT SITE SAMPLING LOCATION A WILL BE AT THE OUTLET OF THE EXISTING 15' NORTHWEST HAS STABILIZED. SO THAT ALI PARTS ARE W CONTACT ETH THE SOIL AND MUCH. PIN MATTING WITH OMWNNRE STARES 3 FEET ON CENTER TO PIPE LOCATED O THE SOFTBALL FIELD. SAMPLING LOCATION B WILL BE LOCATED AT THE IRV OF THE SWMFASTERN MOST D09WO CATCH BASIN ALONG SPFAL STREET. SAMPLING LOCATION C WILL BE AT THE INLET OF THE EXISTING CATCH BASIN AT 10. RE -SEEDING SHALL BE DOE UNTIL ALL AREAS ARE COMPLETELY COVERED WM A MATURE STAND O GRASS. AN AREA SHALL BE ENSURE FULL BONDING WITH SOL SURFACE. THE SLOPE SURFACES SHOULD BE LEFT SIDNTLY ROUGHENED AND Nor SWOOM. IF LARGE LOCATED THE NORTHEAST CORNER ORE PROJECT AREA AL OF THESE LOCATIONS ARE IDENTIFIED ON 9EM C1.48. CONSIDERED COVERED WHEN THE OM SURFACE CONTAINS A VERDUROUS STAND OF GRASS. AREAS THAT, IN THE OPINION O THE AMOUNTS O ORSIE WATER WILL DAN OVER THESE SLOPES, TEMPORARY DIVERS OI SWLIES SHALL BE NbTKIID UP SLOPE UNIIL THE ENGINEER, ARE PREDOMINATELY WEEDS SFYLL BE PLUMED UP, FINE GRACED, RE -SIDED. ERIL® AND NOCIED N THE AlIH1ER SPECKED PREVIOUSLY, EXERCISING CAUTION NOT TO CAUSE 0.WAGE ro NEW O EmTNG PIINR MATERIAL SLOPE VECEATDN SFABLIZFS TALC INSTALL DECK TANS IN NEWLY CONSTRUCTED GRA55-UNIT SWAES 50 FEE O CENTER, W AS IIDIGIID ON SITED C1.4B 10 SAMPLING SIILl BE CONE MAMY11Y AT FAUN IAGTXIN DURING ALL STORM EVENS O WHEN TARE 6 AN ASSESSABLE FLOW OF 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL DISTURBED AREAS. INCLUDING WATERING UNTIL PREVENT SET FROM WASHING INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION. SEDIMENT SHALL BE REMOVED FROM BEHIND TFE CHECK STOPMWAIER RUNOFF. SAMPLES SHALL BE COLLECTED EDAM 45 MINUTES OF THE START O RAINFALL ILCUMIUTION, AND THEN TESTED FOR TURNERY. THE TESTING EOUPAENT SHALL EC PLOW 45 CORRECTLY CALIBRATED. THE ALLACCFOLLOWING ARE WI. AND T EN FOR THE AREA 15 INSPECTED AND ACCEPTED BY THE OWNER OR ENGINEER. DAMS WHEN T BECOMES 6 INCHES DEEP. CHECK DAMS SHALL BE REMOVED WHEN PERMANENT VEGETATION IS ESTABLISHED. OBTAINING A SAMPLE FOR TURBIDITY TESTN0. 12. AFTER THE SITE IS PERMANENTLY STABILIZED, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY MEASURES. 15. INSTALL THE STONE BASE FOR NNW THE TRACK, SLOT DRAIN AND COETE PERIMETER CURB 18. INSTAL THEMRECNASE PT, LONG JUNP/ TRIPLEJJWP PIS AND BOARDS AND POLE VAULT BOPS. 17. NsTA1 ASPHALT MOMENT BET SLOT ORAN AND THE CONCRETE PERIMETER CURB. I. SAMPLE SW11 BE TAKEN FROM THE VFRIICIL A/0 HORIZONTAL CENTERS OF THE FLOW N THE CIIANNEBETWEENTHE 91§MKMLZagmm 1E INSTAL TE 1RAO( SUEACID AND RFPIACE THE TOPSOIL OVEN THE INTEND M 1GCORDANCE ERI TIE PROCEDURE FOR REPLACING 2. FACE THE MOUTH OF THE SAMPLING BORRE UPSTRFAM. J. MAID FLOATING OEBRS. THE FKXIOENG IS AN ANTICIPATED CON57RUCIDN TMENBIE THE DUNNED (XlNS7RIICRDN TIMETABLE 6 SI18EGT ro cLlwcE DUE ro A NUMBER OF FACTORS TIMT CVNOT BE DOTROLLED. HOWEVER, IF T IS NECESSARY TO ADJUST THE CONSRDCTION TIMETABLE, THE 7}E TOPSOL AND IXSINi1NG PERMANENT EROSION CONTROL. MEASURES DINNED BELOW. 19, INSTALL THE PROPOSED STORAGE BUILDING, BLEACHERS, PAVED WALKWAY AND OTHER SITE AMEHTES. 4. AVOID SIPPING BOTTOM SEDIMENT (IF BOTTOM SEDIMENT IS DISTURBED, MOVE USTIF/M). CONTRACTOR SHALL STABLIZE THE AREA BEING WORKED PRIOR TO MOVING TO A DIFFERENT AREA OF THE SITE IF wow MUST EXTEND 20. ANY STOCKPILED MATERIAL (BORROW. ETC.) WILL HAVE SUE FENCING CONSTRUCTED AROUND THE DOWN GRADIENT PERIMETER O THE 5. LABEL THE CONTAINERS PRIOR TO COLLECTION TO RDUCE THE RISK OF SAMPLE MIX-UPS. BEYOND THE UNITS OF CONSTRUCTION, AS OLJRINED ON THE PLANS, THE CONTRACTOR SHALL AMEND THE PERMIT BEFORE ANY WORN COMMENCES. STOCKPILE. THE STOCKPILE SHALL BE LOCATED IN THE DESIGNATED AREA INDICATED ON SHEET C1.4 - EROSION PREVENTION AND SEDIMENT INFORMATION FOR EACH SAMPLE SHALL BE COLLECTED AND SUIINR2ED N A WATER QUALITY SAMPLING LDG. THE LOG SHALL INCLUDE THE CONTROL PLAN. THE STOCKPILE SHALL BE LOCATED ON THE UPHILL SIDE OF DISTURBED AREA. IF POSSIBLE GRID ENDY CONDITIONS, INFORMATION: TIE CONTRACTOR SHALL BE RESPONSIBLE FOR ESOASNIC AND 4NNTNNING ILL EROSION CONTROL MEASURES DELINEATED ON THE PLANS STOCKPILED MATERIAL SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT END BROSION, ANY STOCKPILE WHICH S TO REMAINFOLLOENC IN RACE FOR GREATER TIAI 5 DAYS SHALL BE TFTPOARILY SEEDIED WEIR WANNER RYE TO PREVENT THE LOSS O SOL TO ADJACENT AND ANY ADDITIONAL MEASURES THAT ARE NECESSARY TO MINIM EROSION THROUGH ALL STAGES O CAISTKN.mON. THE CONTRACTOR AREAS 1. NAME OF THE PERSON TAKING THE SAMPLE SHALL RAVE EROSION CONTROL MATERIALS AND INSWNUTDN EWPMENT ON SITE AT ALL TIMES. 21. AT THE COMPLETION OF EARTH DISTURBING WORK, ALL DISTURBED TAGS SHALL BE PFRMNDI STABILIZED IN ACCORDANCE WITH 2' THE DATE AND TK TI OT THE SAMPLE WAS TAKEN. 3' SWPLE LOCATION' THE PROCEDURE FOR REPLACING THE TOPSOIL AND INSRAWNG PERMANENT EROSION CONTROL MEASURES OUTLINED BELOW. 4. WEATHER CONDITIONS. INCLUDING A DESCRIPTION OF THE RAINFALL EVENT. SIARr TIME OF THE EVENT AND EXPECTED DURATION. SEEDING SPECIFICATION PROJECT CLOSE Oft N1D TRANS OF 1. THE CONTRACTOR SALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE O ALL UMRBM AREAS, INCLUDING WAIEeNG, UNTIL 5. VISUAL DESCRIPTIONMMWER OF THE STORRUNOFF FROM THE SITE, INCLUDING THE COLORATION, DEPTH AND WON OF FLOW WHERE THE SAMPLE WAS BE TAKEN FROM. THE AREA 6 INSPECED AND ACCEPTED BY THE OWNR AND ENGINEER. THE SITE WILL NOT BE ACCEPTED UNTIL ALL DW N M AREAS 6 TURBIDITYRESULIS IN REVS 7. EQUIPMENTI1SED IN THE SMPUNG, NCLUONG TYKE AND MODEL HYDRO SEED SPECIFICATIONS: 2. BEEN PERMANENTLY SINILIDD. 2 ALTER THE SITE IS AAEPIID BY THE OWNER AND ENGINEER. BUT PRO TO IRANSER O RESP01®UIY, THE TEMPORARY 001ON A FERTILIZER: I9-19-19 50 LDS PER 1000 GALLONS OF WATER CONTROL MEASURES SHALLD BE REMOVED AANY ACULNULA10 SEDIMENT PROPERLY DISPOSED O. J. DATER THE SITE IS ACCEPTED BY THE OWNER AND ENGINEER AND THE TEMPORARY EROSION CONTROL MEASURES HAVE BEEN THE WATER COMMIT SAMPLING LOG SHALL 8E INCLUDED IN THE BI-WEEKLY REPORT THAT 6 PREPARED AND SUBMITTED BY THE ENGINEER/ENWRONMENTK SPECIALIST. E UML 100 LDS PER 1D00 (ALLOWS OF WATER C. SEED: ALL ATHLETIC FIELD NFA6 AND ADJACENT AREAS WITHIN ATHEFIC COMPLEX FMM(BOTH GRASSED AND SOD REMOVED, IT SHALL BE THE OWNERS RESP RISIBILITY TO PREVENT EROSION AND MAINTAIN THE PERMANENT EROSION CONTROL DEVICES FOR THE PROJECT SITE IF THE SIDRMWATER DISCHARGE FROM THE PROJECT SITE EXCEEDS 10 NTU•S THE EGINEERANVRONMENTAL SPEARA ISF SHALL MODIFY THE A EAS)ATNLEIIC FIELD SUB MIX, APPLY 6 LES PER TODD SUWE FEE (75 IRS / 1000 GALLONS O WATER) O-SIRE PLAN COORDINATOR THAT ALL EROSION PREVENTION AND SE31MENT CONTROL PRACTICES MUST BE INSPECTED AND IMMEDIATE 40% (98/85) KENTUCKY SAEGASS 7BIPDRNT SIWVACE SAUIYA7MN CORRECTIVE ACTION TAKEN TO REDUCE THE TUBIOIY O THE ObCAACE. INCLUDING HILRNG O BMW ODISTRJCTDN AGONIES AS 20% TOUDODN KENNCKY BLUEGRASS 1. ANY DISTURBED AREAS WHICH ARE ROUGH GRIM AND AWAITING TOPSAIL W HAND SURFACES OR WHICH WILL BE RE -GRADED LATER NECESSARY UNTIL THE DISONARCE AND/W THE CONOIO 5 FULLY CORECEED. 20% FAMOUS AMERICA KENTUCKY RIIENM 20% AURA 3000 PERENNIAL RYECRASS DURING COSTRUOO, SHALL BE MULCHED AND SEEDED WITH VANER RYE GRAM 10 PREVENT EROSION WAIN 7 DAYS. SHOW MULCH ONLY (NO HAY) SNYL BE APPLIED TO ALL FRESHLY SEEDED TAGS AT THE RATE OF 2 TONS PER ACRE. BYES SHALL BE UNSPOILED, AIR THE EIDPLEER/EMVIRONMENFAL SPECIALIST SHALL REPORT THE CRIFCTNE ACTION TAKEN AND THE SUCCESS O THE ACTION IN THE ALL OTHER AREAS : ORED. AND FREE FROM WEED. SEEDS AND ANY COARSE LATERAL. THE CONTRACTOR MAY CHOOSE TO APPLY A DIFFERENT EROSIN BI-WEEKLY REPOT. LAM SEED MX i1 CONFROL METHOD, SUCH AS HYDRO SEEING. TO THESE AREAS. ANY PROPOSED METHOD SWILL BE APPROVED BY THE ENGINEER. 71.46% AN FUTURA 3000 PER RYE GRASS RE-SEENG SHALL BE DOE UNTIL ALL AREAS ARE ADEQUATELY VEGETATED. THESE AREAS SHALL BE MNNrMC ON A REGULAR BASIS DEWIGEm PLAIN 14.61% MN DYNASTY TALL FESCUE UNTIL THE PLACEMENT O TOPSOIL AND PERMANENT EROSION CONOOL MEASURES WATER PUMPED FROM ECAVATED AREAS FOR THE CONSTRICTION OF THE PRDECR SMALL BE DISCHARGE) THRMW A TITER BAG PRO TO THE RELEASE FROM RE THE HEAVY 9.7 4I 4M CREEPING RFD FESCUE 9.74% WIN CR E PROCEDURE FORIEPEADDNG 6 THE TOPSOIL AND ROM PERMANENT OWN CONTROL M MIRES SIZE WILY OPTING 55 FILTER ERG, MODEL D85515M15, AS MANUFACTURED BY ACE ENVIRONMENTAL SHALL BE USED TO TREAT ALL PUMPED WATER FROM THE EXCAVATED AREAS. 1.MAX INERT 81 INSTALLATION OF HARD SURFACES SHA.L BE CONSIDERED PERMANENT STABILIZATION. PLEASE REFER TO THE SURFACE SIMULATION 0.052 MAX WEED SCHEDULE FOR PROPOSED HAND SURFACE LOCATIONS. THE REDLINING AREAS SHALL BE CONSIDERED LAWN AREAS S AND BE TOP SOILED AND SCHEDULE INSTALL THE DIRFILTER BAG ON A VEGETATED SLOPE WITHIN THE PROJECT SIZE 90 THAT INCOMING WATER ROWS DOWNHILL THROUGH D. MULCH: 3MA LWE PER 1000 GALLONS OF WATER SEEDED IN ,ACCORDANCE WITH FOLLOWANG PROCEDURES. THE DRnM FILTER BM IWTHOUT CREATING MORE EROSION. SWAP THE NECK OF THE DIRTEAG FILTER BAD, TTCHTLY TO THE DISCHARGE E TACIFER 5 LBS PER 1000 GALLONS OF WATER 1. FOLLOWING THE COMPLETION O THE INSEA LATION OF NL UFFLUM SRFACE FEATURES AND HARD SURFACES AND SUBGRADE HOUGH HOSE TO INCREASE THE EFFICIENCY OF FLTRATION, PLACE THE BAG ON AN AGGIEGATE BED DO MAXIM WATER FLOW THROUGH THE WANING, THECONTACTOR STALL PUCE THE TOPSOIL N A MINIMUM THICKNESS O ♦• TO DESIGN FINISH MADE SURFACE AREA O THE BAG. MANUFACTURES TAG SHALL BE GMEN TO THE PHYSICAL PLANES WOOD MANAGER PRIOR TO SEMM FOR APPROVAL 2. THE CONTRACTOR SHALL MALE EVERY EFFORT TO MINIMIZE THE MOVEMENT OF THE PACED TOPSOIL WHIM THE PROJECT SITE. 3. PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED WITHIN 5 DAIS O THE PLACEMENT OF TORSO. THE DMW TITER BM IS FULL WHEN I NO LONGER CAR EFFICII FILTER SEDIMENT O PASS WATER AT A RFASONYRE RATE, III SEEDED AND MULCHED APES TO HAVE STRAW ONLY, NO RAY MULCH. ALL STRAW NEEDS TO BE ANCHORED WITH NETTING. 4. THE PREPARATION OF THE TOPSOIL FOR SEEDING INCLUDES SWOGMING AND REMOVAL O SMALL STONES THIS WORK SHALL OCCUR RILE DWM FILTER BAG 6 F1IJ. DISCONTINUE PUMPING ACTIVITIES UNRIL THE FILTER BAG CAN BE RPLACED. USE OF ECESSNE FLOW EROSION CONTROL MATTING SHALL BE USED N PLACE OF STRAW ON SLOES EXCEEDING 3:1. IMMEDIATELY PRIOR TO SEEDING TO AVOID EXPOSURE TO POSSIBLE EROSION Di AND TO REDUCE THE AMOUNT OF WSI GENERATED AS PART OF THE PROCESS. RATES O OVERFIWNG THE DI TBAG FILTER BM WITH SEDIMENT ELL CAUSE RUPIL ES OF THE BAGS O FAILURE OF THE HOSE ATTACHMENT snAPS. SEEDING SHALL OCCUR IMMEDIATELY, WITHIN 48 HOURS, DATER TOPSOIL PREPARATION AND FNISFED LADES HAYS BEEN ACHIEVED. MULCH APPt1CAT10N MATE 2 TORSI SPECIAL CAUTION SHALL BE GM 31 TO WCOL24G STORY EVENTS THAT MAY DISPLACE THE SEED. SPECIAL ONCE FULL, ALLOW THE DNIBAG TITER BAG TO DM SO THE COM MS HAVE A FIRM TEXTURE CUT OPEN THE DIRMC AND PLACE THE 6. LAWN AREAS SANL BE SEEDED, MULCHED AND FERTILIZED IN ACCORDYDE WIN THE SEEDING SPECIFICATION SHOWN ON SHEET C2D. CONTETS IN AN AREA THAT IS NOT SUSCEPTIBLE TO ER06DH SEED AND MULCH THE PLACED MATERIAL IMM DATELY, WON 24 HOURS. ALL SEEIWIG MUST OCCUR PRIOR TO SEPDMBER 15. 7. THE SEEDED AREAS SHALL BE WATERED REWUALY TO PROTECT THE NEW DAMS, BUT DO NOT OVER WATER THESE AREAS SO AS DISPOSE OF THE FILTER BAD IN AMOTDYDE WITH LOCAL SLATE AND FEDERAL REGULATIONS CONTACTOR TO CONTACT ROSE LELAND GROLMDS MANAGER: 656-2186 WITH QUESTIONS. 8 CRUISE EXCESS RUNOFF AND EROSION. B. GRASS UNED SUES SFWl BE LINED WITH S75 CHANNEL UWNG AS MANUFACTURED BY WITH AMERICAN QUEEN O APPROVED THE ON -SIDE PLAN OOORDMTO SHALL BE RESPONSIBLE FOR IMPLEMENTING THE DEWATERING RAN AND COMPLETING THE ACIMIY LOG. EQUIVALENT. AREAS WHICH EXHIBIT SIGNS OF EROSION SHALL BE RE -SEEDED IMMEDIATELY AND MAINTAINED UNTIL PERMANENT VEGETATION THIS LOG SHALL BE PART OF THE WRITTEN RECORDS OF INSPECTIONS AND MAINTENANCE OF ALL EROSION CONTROL FEATURES. ALAS STABILIZED, 9. RE -SEEDING SITYL BE DOE UNTIL ALL AREAS ARE COPLEIELY COVERED WrH A MATURE STRAND OF CRAM. AN AREA SINLL BE OUTING ALL PUMPING ACTIVITIES, THE ENGNEERNG/ENVIRONMENTAL SPECIWST SHALL MONITOR THE DISCHARGE FROM THE SITE FOR CONSIDERED COVERED WHEN THE ENTIRE SURFACE CONTAINS A VERDUROUS STAR OF GRASS. AREAS THAT, N REOPINION OF TUIBDTY LEVELS, A WATER QUALITY STAPLING LOG SHALL BE CIIPLERD FOR EACH DAY OF KNOWING, FOR PERMIT SUBMITTAL DCMEER, AM PREOOIINVALY WEEDS SHALL BE PLOWD UP, FINE GROW, RE -SEEDED. FERTILIZED AND WULGNm N THE WAVER SPECKED PREVIOUSLY. EXERCISING CAUTION NO TO CARE DAMAGE M NEW O EXISTING PLANT MATERIAL APRIL 8, 2010 IG O S S E N S B A C H M A N ARCHITECTS 85 C ite Shed Len. M o ntPelier, V.nmoni 05602 P 002, 229, III" F 102229, 021 ENGINEERING VENTURES INC 708 FTy=Av S&2ABWEX,MVT05401 ml. 802.863.6225 fl- 802.9 3.6306 IFIF. vBl I OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-651l Fan: 802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Revisions: 2. Generel Revisions, Mey 2005 Job Number: 02116.1 Fit. Namx Basle: AS NOTED Date: MAIL 25, 2010 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND NOTES C2,0 MRAFI AEON FILTER FABRIC POST BAGmu pr FLOW �4'flAOE EMBED 18' MIN. 11 1-"L SECMN A -A A -a I, WOVEN CORE FENCE (14 Ea MIN.) NIS MIRAEI 14ON FILTER FA13RI OR APPROVED EQUIVALENT FENCE POST q GRADE SET FENCE IOFE3 1. SET FENCE SHALL BE PRE -FABRICATED EROSION CONTROL FENCE BY MR41 OR APPROVED EQUIVALENT, OR CONSTRUCTED IN PLACE AS SPECIFIED HERSIL 2. CONSIRUCITED IN PLACE SILT FENCE A WOVEN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WEE TES OR STARES, B. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES SPACED EVERY 24' AT TOP OF MIT SECTION. C. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE WENAPPFD BY 5'. FOLDED AND STAPLED. 3. INSPECTION AND NEEDED MANENIANCE S1WL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HOURS AFTER EACH RAN. 4. REMOVE SEDIMENT WHEN A DEPTH O SIX INCHES 6 REACHED. SILT FENCE DETAIL n SCALE NONE CB THINE AND GRATE SEE NOTE 2. HARD SURFACE FINISHED GRADE MORTAR (FOR CEr IN PAVED AREA) MORTAR (FOR CBI NOT N PAVED AREA) NON -SHRINK GROUT PRECAST 1 COVER SEE NOTE 1 FOR C.B. " Y1. GIOTE'R THAN 7' IN DEPTH 0PEHf0 PRECAST CONCRETE RISER SECTION FLEXIBLE BIRLLASTC SEA ENT. ALL JOINTS, SINGLE LAYER 1 1/4' WIDTH ff FLEXIBLE MANHOLE SLEEVE, BY LOCK JOINT OR EQUAL IN OM PRE INV. ELEV. AS I GRANULAR BACKFILL TO MEETING REQUIREMENTS OF SHOWN ON PLANS K' EARRMORK SPECLICKTI NS B• 36' I.D. MIN. or AS NOTED ON PLAN PRECAST M0N0MIC CONCRETE BASE e CNOSTHRITO MATERIAL wall No NORM 1. E DEPTH OF CATCH BASIN S 7 FEET OR LESS FROM RIM TO CEWRIBNE INVEST THEN A MT TOP WILL QU INSTALLED. IF DEPTH OF CATCH BASIN FROM RIM TO CENTERUNE INVERT IS MORE THAN 7 FEET THEN A CONICAL TOP WILL BE INSTALLED. 2. PROMISE A MARCH 211"24' TYPE E OR EQUAL, 3 FLANGE GATE AND FRAME NEXT 70 CURBS AND 4 FIANCE ORATE AND FRAIE AT ALL OTHER LOCAn0NS. 3. CATCH BASIN AND GRATE SHALL. BE DESIGNED FOR H2O LOADING. 4. CATCH BASIN SHALL BE PRECAST CONCRETE AS MANUFACTURED BY S.T. GRSMDN • CO., INC. OR APPROVED EQUAL CATCH BASIN DETAIL 5 SCALE NONE SPACING VARIES DEPENDING--_ i ON CIAMNEL SLOPE SEE PLAN TOE SALE ELEVATION PROFILE �s�`s-s st at sf m4''�r FILTER c �iIG� P: FABRIC OR A ], EDUMALIENT �Lwo 1. TYPE 1 STONE FILL WILL BE PLACED ON A FILTER FABRIC FOUNDATION AT THE GRADES AND LOCATIONS AS DESCRIBED HEREIN, AND TO MEET THE ABOVE DETAIL N AREAS SHOWN ON PLANS 2, SET SPRING OF CHECK DAMS ED ASSUME THAT TIRE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM S AT THE SAME ELVMTKN OF THE TOE OF THE UPSTREAM DAM FOR A MINIMUM OF ADO' DOWNSIRLAM OF DSIRUBED EARTH. 3, EXTEND THE SIDNE A MINIMUM OF 1.5 FEET SEIM THE DTCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST DATA FROM SCOUR AND EROSION WITH STONE OR UNER AS APPROPRIATE 5. INSPECTION AND NEEDED WINIEN4NCE SHOAL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HORS AFTER EACH FU1l 5. REMOVE SEDIMENT COLLECTED BEHIND EACH DAM WHEN DEPTH OF SEDIMENT IS ONE HALF THE HEIGHT OF THE DAM. STONE CHECK DAM DETAIL n SFAII NONE 1 ' WEARING COURSE 2' BINDER COURSE �J. FINE CRUSHED TRAVEL I IAII.,,I ` I 11 •II. IIII NOX FILTER FABRIC I R �:EFJREIED SOIL OR compAmo FILL (95% STANDARD) ■ . ■. i?bi y /� b'iY5' S'%%�i@iiy4ii: ,SryQ] _ %'tii• 4H j4ifH�. p .+y kris/ MN FRAME & SOLID COVER �PF WERT D SLOPE All HARD SURFACE ARM, MORTAR III AFINISHED A A]A • 'S.`%ti. A� A� EXCAVATED AREA (AS REOLWED) 510E SLOPE 2:1 - -- ill -I � I, i EXCAVATED DEl•FH. V WE HONES YE 1' -YAM. 2' _ _ BELOW TOP OF INLET DEIWATEHING GRAVEL - SUPPORTED BY HARDWARE CLOTH TO ALLDW DRAINAGE AND RESTRICT SEDIMENT MOVEMENT C0FSIIiyen ItlIIB16 I. CLEAR THE AREA OF ALL DEEPoS THAT WILL HINDER EXCAVATION. CHADE APPROACH TO THE NO UNIFORMLY AROUND THE RASNN AND PROTECT WE HBO WITH GRAVEL 2. INSPECTION AND NEEDED MANIQIARCE 901L BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HOURS AFTER EACH RAN. 3. UPON WAJZATNN OF CONRDDMNG DRAMAS AREA SEAL WEEP HOLES, FILL AROUND INLET WITH STABLE SOIL TO FINAL GRADE, COMPACT I PROPERLY AND STABILU WITH PERMANENT SEEDING. TEMPORARY INLET PROTECTION n SCALE NONE 18' CLEVDLIF RING AID COVER LEMADN No. LA0S,0 LABELED 'CLEAN -OUT• 6' SOD PVC CAP _ THREADED COlIPl1N' -� 6' PERFORATED PVC DRNH PEACE N VERTICAL 6' SCUD 18' OF CRUSHED STONE WRAP IN PVC PIPE (TAD.) MIRAFI I N FILTER FABRIC OR APPROVED EWNNALFNT. REFER TO SITE PLAN FOR OUTLET LOCATION AND DETAILS. PROVIDE CLEAN CUTS AS INDICATED ON PLAN Y' PERF0HAlE0 PVC g• �• BEAD 0PE1AA7 PRECAST CONICAL TOP. SEE NOTE 2 n -� AV LESS THEN -IWUMASTIC WOMAN CIFANDIR NOTES 6' PVC 45 WIT, THROUGH BRANCH AND Y IN OFPIH. SEVfNT. ALL 1. REFER TO APPLICABLE TRENCH DETAIL FOR SPECIFIC WOE WA4Di SHALL BE Il USE AN JOINTS, SINGLE 84CKFLL AND PIPE INSTALLATION INFORMATION. ELBOW AT POINT OF TE7IMIRATLN. MANHOLE STEPS LAYER 1 1/4' WIDTH GRAN" BACKFLL MEET REQUIREMENTS EARFHIM AR'I.D. MN OR IM:FCATIM AS NOTED ON PAILS PRECAST CONIC. FLEXIBLE MANHOLE RISER SECTION SLEEVE, BY LOCK JOINT OR EQUAL 5' MN Q _-OUT IN 4' MIN THICK CONCRETE q INVENT AND SHELF PRECAST MONOLITHIC 1 CONCRETE E VSE o I r 3/4' CRUSHED STORE1 UNDISTURBED MATEAW MEETING THE REQUREMENTS OF THE EWTWMK SPECIFICATIONS . EXTEND STORE 12' ON ALL SIDES STORY YM•DIE NOTES OF THE SMLICFURE 1. PROVIDE SMOOTH SWEEPING TRANSITIONS BETWEEN INVERTS OF INTERSECTING PIPE 2. IF DEPTH OF MARHOE 15 7 N. OR LESS FROM RIM TO CENTERLINE NVETFT, THEN A FLAT TOP WILL BE OWAtLFD. IF OEM OF MARHOE FROM RIM TO CENTERIINE INVENT IS MORE THAN 7 IF, THEN A CONICAL TOP WILL BE INSTALLED. 3. MANHOLE AND COVER 91AL BE DESIGNED FOR H2O LOADING 4. PROVIDE A IEBARON NO. LC 268 OR EQUAL, CAST THE WORD STDRIE IN TOP COVER 5. MANOE SHALL BE PRECAST CONCRETE AS MVAEACIURED BY S.T. GISW0LD h CD., INC. OR APPROVED EQUAL MANHOLE DETAIL SCALE NNE UNDERDRAIN AND CLEANOUT DETAIL n SOLE NONE PAYED UNPAVED (PAWFNENT, SIDEWALS) 1RENCH SURFACE WIDTH SNVL NT KEPT AS NARROW AS PRACTICAL REFER ro APRICABE DETAIL i0p MOMENT AND PAVEMENT SUB-BASE� LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MDI& M 1' LOAM, SEED • MULCH OVERFILL FOR SETTLE1bR COMPACTED N 8' TRFNGI NAM. LILTS TO 95.5 STANDARD 0PI4LY DENSITY UNDISTURBED EARTH i BACKFlLL SUITABLE NAME \ i- COMPACTED IN 12' LIFTS TO MATERIAL FREE y 90% STANDARD OPTIMUM FROM ORGANICS i DENSITY AND VALE SINES INRML SAND BLANKET MEETING REQUIREMENTS OF BVCNFlLL SPRING NE FNOHWORK SPECIFICATIONS HAUNCHING o:; oeo _ PIPE BEDDING AND MUNCHING TO BE 3/4- Java • CRUSHED STONE MEETING REQUIREMENTS OF EARWRRK SPECIFICATIONS REFER TO PLANS FOR PIPE Siff, O.D. + 24' E INSURABLE MATERIAL S REMOVED, REPLACE WWTLI ML, INVERT, AND SLOPE WITH MATERIAL REVIEWED BY ENQNEER. DORY TRENCH MBAs 1. UNLESS OTHERWISE NOTED, ASSUME CLASS 'C' SDLS. PERFORM ALL EXCAVATIONS TO OSHA REQUIREMEA'IS. 2. BIDDING TO PROVIDE A FRY. STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PRE 3. WHEN APPLICABLE INSTALL PPE WITH BELL ENDS DOWN SLOPE PREVENT SEDIMENT FROM ENTERING NEW STORM BRAN SYSTEM WRING CONSTRUCTION. 4. NO MECHANICAL TAMPERS SHAH BE USED DIRECTLY OVER PIPE TO INSURE PIPE S NOT DMIMGEO. 5. PROVIDE 6' OF COVER OVER PIPE N PAVED AREAS AND 5' OF COVER OYU RIPE M UNPAVED AREAS. RfER TO INSULATION DETAIL FOR AREAS WHERE PROPER COVER CAN NOT BE ACHEVFD. TYPICAL STORM DRAIN TRENCH DETAIL SCALE NONE MOUNTABLE BE ` EXISTING ROAIWNT 50' NNIMUN ' 2% MINN. EXISTING GROUND YNAI 500K FILTER FABRIC PROFILE OR APPROVED EQUIVA£I 4 E1O511NG RDAOWAY PLAN VIEW -,,A. b sL7a�D coHSIRINeFON BDRMHDE NOTES 1. STABILIZED CONSTRUCTION ENTRANCE FOR THE PROJECT TO BE LDCATED AT BASE OF AWN ACCESS DRIVE. 2. STONE SIZE: USE 2' CRUSHED STONE. 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHILL BE PIPED ACROSS THE ENTRANCE 4. THE ENTRANCE SHALL BE MAINTAINED IN A ODNOTON WHICH WILL PREVENT TRICKING DR FLOWING OF SEDIMENT DNTO PUBLIC RGHT-01 WAYS. THE MAY REQUIRE PEIBUDIC TOP 0RESSING WITH ADDMONAL STONE AS CONDITIONS DEMAND. REPAIR AND/OR CLEANOUT ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPITTED, DROPPED, WASHED, OR TRICKED ONO PUBLIC RIGHT-OF-WAYS MUST BE REMOVED IMMEDIATELY. 5. INSPECTION AND NEEDED MAINTENANCE SIMLL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HOLES ,AFTER EACH RAN. 5. WHEELS SAL BE CLEANED TO WMDVE YID PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WENT WAS)" S REQUIRED, T SHALL BE DONE ON AN AREA STABILIZED WITH STDNE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE STABILIZED CONSTRUCTION ENTRANCE n SCALE NOW EXISTING GROUND G O S S E N S BA C H M A N ARCHITECTS B5 Granite Shed Lane Montpelier, Vermont 05602 P 802, 229.1664 F 802.229.4822 ENGINEERING VENTURESINC 2MElym AAa:ue Suc2A,Buhpg VT0SX01 .1. 802.863.6225 f 802.863,6306 L'ngirccdggYwln[c].com • tiThe University Of Vermont rl,]Ir.,I,,,, 109 South Prospect Street Fax: 802-656-8895 �aMZ:PROJECT UVM I A Vm •a REFERLAP ALL SEAMS. TO APPUCABLE Track TABLE FOR YAM AND THICKNESS 147 Spear Street TIM NM Burlington, Verritiont 1. REFER 10 APPLICABLE FRENCH DETAL FOR SPECIFIC SACKFUL AND INSTALLATION INFORMATION. �i���n�_r:���►������;may:ra����������;r_�i�■�»r_m 8 SCALE: NOE FOR PERMIT SUBMITTAL APRIL 8, 2010 BERM AS NECESSARY PROVIDE 6' TOPSOIL OEMVARIES, TO DEPTH AND SLOPE / AND CRASS COVER SEE RAN .. AS SHOWN ON PLANS MAY. ORIGINAL GROUND MAINTAIN SWALE INVERT SLOPE TO DRAIN WITH MIN. OF 0.01 FT./Ff. AND MAX. OF 0.0E FT./FT. OM WEL LINING Gill =) SIMILE NOT@ I. PROVIDE CHANNEL UNING S75 BY NORM CAR AMERGREEN AS REQUIRED TO STABl7YF NEW VEGETATED SWAES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. GRASSED DRAINAGE SWALE DETAIL G SOLE NONE Jab N-1- 04210.0 File Name: Scale: -- AS NOTED I Mach 25, 2010 STORMWATER AND EROSION PREVENTION AND SEDIMENT CONTROL DETAILS C201 WATER NOTES EARTHWORK SPECIFICATIONS i TNENCH SURFACE WIDTH SHALL RE KEPT AS NARROW AS PRACTICAL LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. METALLIC WARNING TAPE � I / � LOAN, SEE° AND MULCH IINDICATING NEW WATERLINE OVERFILL FOR SETTLEMENT MIH SUITABLE NATIVE MATERIAL \ INIT4LL BACKFILL l BEDDING \ 12• /%o a€"'°^° °'`'° °"°^ °"°"") , INITIAL &FlLL CKAND FIRST 12' OF PIPE COVER ` `^`^" .o."°\ SAND MEETING REQUIREMENTS OF EARTHWORK SPECIFICATION; PIPE BEDDINGD MUNCHING '°°'� SAND MEETING REQUIREMENTS OF EARTHWORK SPECIFICATION', 6' PIPE IF UNSUITABLE MATERIAL IS REMOVED, REPLACE WITH MATERIAL REVIEWED BY ENGINEER. Do + 24' 1. BEDDINC TO PROVIDE A FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 2. REFER TO INSULATION OVER SHIAII WATERLINE DETAIL FOR WATERLINES INSTALLED WITH LESS THAN 6'-0" OF PPE COVER N PAVED AREAS AND 5'-6" OF PPE COVER IN UNPAVED AREAS. 3. INSTALL WATER PPE IN ACCORDANCE WITH AWWA STANDARD GOOD. TYPICAL WATERLINE TRENCH DETAIL SMILE NONE PAVED APFAS: < 4'-6" LOWER PPE 4'-6' TO 6'-T NSUL U1 AS SHOWN COORDINATE WITH ENGINEER > 6' NO INSULATION REQUIRE V AREAS: LOWER PPE O 5'-6' INSULATE AS SHOWN COORDINATE WITH ENGINEER > 5-6" NO INSULATION REQUIRED Y THU BY 4'-0' WIDE RIGID INSULATION (EXTRUDED POLYSTYRENE) LAP ALL SEAMS. TRENCH MOM: 1. REFER TO APPLICABLE TRENCH DETAIL FOR SPECIFIC EACKERT AND INSTALLATION INFORMATION. INSULATION OVER SHALLOW WATERLINE DETAIL SCALE: NONE i���/�A/�� UNDISTURBED PLACE 4 MIL POLY BETWEEN �� M' THE FITTING AND THE PWflE\/�� HACK CRUSHED N°Dm STONE THRUST BLOCK o EARTH 6' MECHANICAL JOIN WITH ME6PLUG FOR IN L .._.., =.: .. , .'�. CONCRETE THRUST BLOCK V NYLON COATS SERVICE CJDDLE POURED AGAINST UNDSTURBED WITH 2' TM AND STAINLESS STEM EARTH. PROM A MINIMUM SOAPS, STYLE 202N BY ROMAC OF RI SOIREE FEET 6 INDUSTRIES, INC OR APPROVED UNDISTURBED AREA ARTH THE EQNVAIW.. CONNECT 2' CUK TO UNDISTURBED EARTH SADDLE WITH COMPRESSION STYLE 4' D.I. CONNECTIONS TO STORAGE BLOG TO TRACK D 2' CUK 0 EDGE OF .G.(IYP.) MJ RS DATE MADE NIGH 8' DIPCL MEGWIGS DOWN STREAM SIDE 2' WRB SRTP WRFI O VALVE AND BOX TO COW" STYLE SUFFICE COMNECIIC. PROVIDE ACCESS TO FNISIED GRADE THROUGH A VALVE BOX W11H THE WAR MARKED HATER' END OF MW/SFRNCE TAPS TIOMS. 1. REFER TO APPUCABIE TRENCH DETAIL FOR SPECIFIC RACKFILL AND INSTALLATION INFORMATION. 2. ALL MATERIALS AND INSTALLATION PROCEDURES BALL CONFORM TO CITY OF BIRLINGTON TECHNICAL SPECIFICATIONS WATER MAINS 1. PERFORM A HYDROSTATIC AND LEAKAGE TEST ACCORDING TO AWWA C600(IATEST REVISION) ON EACH PIPE UNE 2. THE ENGINEER SHALL BE GIVEN AT LEAST 72 HOURS NOTICE BEFORE THE TEST 15 CONDUCTED. TEST MUST BE WITNESSED BY THE ENGINEER 3. SPECIFIED TEST PRESSURE IS 200 PSL AND PRESSURE IXJFW TEST SHALL NOT WARY BY MORE THAN 5 PSI. EXISTING Laws1. LOCATION OF UTLTTY INSTALLATIONS AND UNDERGROUND STRUCTURES ARE SHOWN AS APPROXIMATE ON THE CONTRACT DOCUMENTS. 2. All UTIUES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. 3. EXISTING UTUTIES SHALL BE PROTECTED AND SUPPORTED DURING CONSTRUCTION. 4. ALL WATER, CAS, CABLE. TELEPHONE, ELECTRIC, SEWER, AND OTHER UTILITIES FOUND TO INTERFERE WITH THE PROPOSED CONSTRUCTION SMALL BE RELOCATED IN A MANNER ACCEPTABLE TO THE ENGINEER. TRENCH MATERIALS 1. INITIAL BACKFILL AND FIRST 12' CF PIPE COVER SHALL BE SAND MEETING REQUIREMENTS OF EARTHWORK SPECIFICATIONS, 2. PIPE BEDDING AND MUNCHING SHALL BE SAND MEETING REQUIREMENTS OF EARTHWORK SPECIFICATIONS. 3. TRENCH FINAL 84CKFILL MATERIAL - MATERIAL WILL EXCLUDE PIECES OF PAVEMENT. ORGANIC TER MATTOPSOIL ALL WET OR SOFT MUCK, PEAT, CLAY, LARGE ROCKS(If DIMENSION), OR ANY MATERIAL DETERMINED BY THE ENGINEER THAT WILL NOT BE SUITABLE. DUCTILE IRON PIPE AWWA C151 1. FIRINGS: DUCTILE IRON, STANDARD THICKNESS, 3W psi PRESSURE RATING. (AWWA C110, C153. C105, ANSI A21.10), 2. FTTIINGS CAST IRON, 250 psi PRESSURE RATING (ANSI A21.10). 3. JOINTS: MECHANICAL, PUSH -ON AND FANGED (AWWA C111, C115). 4, GASKETS A MECHANICAL AND PUSH -ON JOINTS, ANSI A21.11. B. RANGED JOINTS: }' THICK RING OR FULL FACED RUBBER, ANSI A21.15. 5. BOLTS/NUTS- A. MECHANICAL JOINT: ANSI A21.11. B. FLANGED ,DINT: ANSI A21.15. 6. NECHANCAL JOINT GLANDS SHALL BE 'MEGA -LAC" RETAINER GLANDS. 7. LNINGS AND UNING REPAIR TO AWWA/ANSI C1DC A INTERIOR - CEMENT UNTO, DOUBLE THICKNESS BITUMINOUS SEAL B. EXTERIOR - BITUMINOUS CARTING APPROXIMATELY 2 MILS THICK, ANSI A21.15, ANSI A21.15, AND ANSI A21.10. C. FLANGE MACHINED FACE COATING: INS A21.15. COPPER TUBING 1. TYPE-K, ANNEALED, ASTM BBB 2. PITINGS: ASME 816.18, CAST COPPER, OR ASME 816.22, WROUGHT COPPER. 3. JOINTS; COMPRESSION CONNECTION OR AWS AS.B, BCUP SILVER BRAZE CHLORINATION OF DOMESTIC WATER LINES 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS IN ADVANCE OF BEGINNING ART' DISINFECTION OF WATER MAINS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR BACTERIOLOGICAL TESTING AS REWIRED BY THIS SPECIFICATION AND REFERENCE STANDARDS MENTIONED. 3. DISINFECT ALL NEW PIPEUNE SYSTEMS IN ACCORDANCE WITH AWWA Cl INCLUDING: A METHOD OF CHLORINE APPLICATION. USE CONTINUOUS FEED METHW OR SLUG METHOD. (TABLET METHOD 15 HOT ACCEPTABLE). B. FORM OF CHLORINE UTILIZED. C. FNAL FLUSBNC. 0. BACTERIOLOGICAL TESTING E REPETITION OF PROCEDURE CONCRETE 1. CLASS B CONCRETE SHALL HAVE: A MIN. COMPRESSIVE STRENGTH OF 300D PSI AT 2B DAYS B. AIR ENT AINMEM OF 4% TO SITBY VOLUME. C. WATER CEMENT RATIO OF 0.49 UBS. WATER/CEMENT. D. SLUMP OF 2 TO 4 INCHES, 2. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELDW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DECREES FAHRENHEIT. 3. NO CONCRETE SHALL BE DROPPED MORE TEAM SIX FEET INSIDE A FORM. 4. MAINTAIN TEMPERATURE OF CONCRETE SURFACE AT MINIMUM 50 DEGREES FAHRENHEIT FOR 72 HOURS AFTER PLACING CONCRETE PREHEAT ALL ENCLOSURES FOR A MINIMUM OF 2 HOURS TO PROVIDE A MIN. SURFACE TEMPERATURE OF 45 DEGREES FAHRENHEIT. 5. ALLOW TO SET AND HARE ALL THRUST BLOCKS, CONCRETE SUPPORTS, AND ANCHORS A MINIMUM OF 24 HOURS BEFORE BACKFIWNG. 8. COMPLETELY CURE AND SET CONCRETE BEFORE ANY HYDROSTATIC OR LEAKAGE TESTING OF PIPELINE SYSTEMS. MS. NONSHRINK GROUT SHALL BE HALO TRADEMARK, AS MANUFACTURED BY LEHN @ FINK INDUSTRIAL PRODUCTS. B. DTI NO PLACE ANY MORTAR OR GROUT WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHER. 9. MORTAR FOR MANHOLES SHALL CONSIST OF THE FOLLOWING: A CEMENT -TYPE II, ASTM C1SO. EL HYDRATED LME-TYPE N, ASTM C207. C. SAND- ASTM C 33. FINE AGGREGATES FOR CONCRETE. D. WATER -CLEW, SUITABLE FOR DRINKING. 10. MIX (BY VOLUME): 1 PART CEMENT, 1/2 PART LINE, 4 1/2 PARR SAND. GENERAL I. 'AS BUILT' DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AT THE TIME OF COMPLETION OF THE SYSTEM. 1. PRIOR TO THE START OF THE WORK, A PRE -CONSTRUCTION MEETING WILL BE HELD WITH THE CONTRACTOR, OWNER, AND PROJECT ENGINEER TO REVIEW PROCEDURES, IDENTIFY RFSPONSIBLRIES, UNLESS STATED OTHERMSE. ALL MATERIALS AND METHODS SIMLL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE APPLICABLE STATE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2. CLEARING AND GRUBBING- SITE TO BE RESTORED TO PRE-OOMSTRUCTON CONDITIONS, INCLUDING DRIVEWAYS, STONE WALLS, AND GRASS ARM THE DRIVEWAY BASE MATERIAL SMALL EXTEND ONE FOOT EIX: BEYOND THE E OF PAVING. 3. BASE COURSE- REFER TO MANUFACTURERS SPECWA110NS FOR FIELD BASE COARSE. 4. COMPACTION OF ALL MAT04ALS SHALL. BE PERFORMED USING VIBRATORY ROLLERS AND WATER IN UFIS OF NO GREATER THAN TWELVE INCHES. COMPACTION SHALL BE PERFORMED UNTIL THE REWIRED DENSITY IS ACHIEVE. DENSITY SHALL BE DETERMINED BY AAS TO T238 METHOD AND SHALL NOT BE LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY DETERMINED IN ACCORDANCE WTH AAWTO 799 FOR PAVED ARM; 85 PERCENT IN GRASSES PEAS.. 5. COMPACTION TESTING SHWA BE PERFORMED FOR EVERY LAYER OF MATERIAL PLACED AND FOR EVERY 10DO SQUARE FEET OF AREA. 6. PAVEMENT 51*1 MEET APPLICABLE STATE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION REQUIREMENTS, IN ADDITION TO APPLICABLE TOWN ROAD STANDARDS, 7. PAVEMENT SHALL NOT BE INSTALLED WHEN THE OUTSIDE AR TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT, NOR WHEN THE ROAD BASE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT. PAVEMENT SHALL MDT FALL BELOW 185 DEGREES FAHRENHEIT PRIOR TO THE COMPLETION OF ROLLING. PAVEMENT SHAl. NOT BE INSTATED WHEN THE SUBGRADE 6 FROZEN OR THE GRADES ARE INCORRECT. S. ALL REMAINING DISTURBED AREAS WITHIN THE RIM OF WAY SALL BE FER°LZED AND SEEDED IN ACCORDANCE WITH APPLICABLE STATE SPECIFICATIONS. 9. THE SEEDING OF 10% OR GREATER SLOPES SHALL REWIRE THE USE OF EROSION CONTROL MATTING. 10. COST OF ININL TESTING SHALL BE PAD FOR BY THE OWNER. SUBSEQUENT TESTING OF FAILED TESTS SMALL BE PAD FOR BY THE CONTRACTOR. 11. ALL EARTRIORK MATERIALS SHALL BE OBTAINED FROM APPROVED SOURCES, THEY SHALL CONSIST OF SATISFACTORILY GRADED, FREE MANNING MATERIAL, REASONABLY FREE FROM LOW, SILT, CLAY AND ORGANIC MATERIAL EARTHWORK MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING TABLES: A SAND BLANXET: SIEVE DESIGNATION PERCENT EY WEIGHT PASSING SQUARE MESH SIEVES 2 INCHES 100 1-t/2 INCHES 90 - 100 1/2 INCH 70 - 100 N0. 4 60 - 100 N01DU 0 - 20 RE 200 0 - B B. 3/4' CRUSHED STONE SIEVE DESIGNATION PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES 1 INCH 1DO 3/4 INCHES 90 - 100 3/8 NCH 20 - 55 140. 4 0 - 10 No' 8 0-5 C. t}' CRUSHED STONE: SIEVE DESIGNATION PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES 1 3/41NCHES 100 1 3/8 INCHES 90 - too 1 INCH 20 - 55 3/4 INCH 0 - 15 3BINOR 0-5 D. GRAVEL SUB -BASE SI DESIGNATION PERCENT BY WECJIT PASSING SQLVRE MESH SIEVES NO. 4 20 - 60 NO. 100 0 - 12 NO. 200 0 - 6 E. FINE CRUSHED GRAVEL SIEVE DESIGNATION PERCENT OY WEIGHT PASSING SQUARE MESH SIEVES 2 INCHES 100 1-1/2 INCHES 90 - 100 N0. 4 30 - 60 NO' Too 0 - 12 No. 200 0 - 6 F. GRANULAR BACKFILL: SIEVE DESIGNATION PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES 3 INCHES 1CO N0. 4 45 - 75 N0. 100 0 - 12 NO. 200 0 - 6 G. TOPSOIL SMALL THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONTRACT DOCUMENTS; I. THE pH OF THE MATERIAL SHALL BE BETWEEN 5.5 AND 7.6. 2. THE ORGANIC CONTENT SMALL BE NOT LESS THAN 2% NOR MORE THAN 20%. 3. GRADATION: SIEVE DESIGNATION PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES 2 INCHES 100 1 INCH 65 - 100 1/4 INCH 85 - 100 N0. 200 20 - BO THE CONTACTOR MAY WEND NATURAL TOPSOIL WITH APPROVED MATERIALS AND BY APPROVED METHODS TO MEET THE ABOVE SPECIFICATIONS G O S S E N S B AC H M A N ARCHITECTS 85 Granite Shed Lane Montpelier, Vermont 05602 P 802. 229. 1664 F 802. 229. 4822 7ENGINEERING VENTURES INC 2NFNy A-Swa:ADmlivMVTOS401 tot. 8U2.863.6225 f 802.863.6306 EeymrermlVmtme,.w r OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Revisions: Job Number 04210.0 File Name: Scale: AS NOTED Date: March 26, 2010 WATER DETAILS AND NOTES END OF MAIN/SERVICE TAPS DETAIL n FOR PERMIT SUBMITTAL SCALE: NONE APRIL 8, 2010) I C202 THE THROWING AREA INSIDE METAL RING SHA L BE SET BELOW THE AREA INSIDE F TIE METAL RING. 2' WOE SECTOR LANES EXTENDING OUT INTO THROWING AREA 7, 0 SHOT PUT" THRowlrvc 85.5 FOR SHOT PUT 6o.B FaR Dlscus A OSCUj/SHOT PUT PAD 1610'6' THICK CONCRETE PAD. SEE DEUJL C3.0/4. SET PAD LEVEL -METAL RING SET INTO CONCRETE PAD. 7'-0' INSIDE dia. FOR SHOT 4}. PUT AND 8'-2}' FOR EXTEND SIA-&SE y_ • SED TOE BOARD FOR Bscus. BEYOND EDGE AT CONCRETE a -z mscus / SHOT PUT ONLY, SEE LINE l' PAINTED LIMP NOTE 3. EXTENDING EDGE FINISHED OF METAL IUNG R GRADE 6' EDGE OF CONCRETE. 18, ETAL RING SET INTO -RAISED TOE BOARD FOR CONCRETE PAD. 1'A1' MIN. SHOT PUT ONLY, SEE DIMENSIONS. NOTE 3. OWUS&IQF PUT FWD MOVES 1. THE CONIRACTOR SHAD. BE RESPONSIBLE FOR CONFIRMING ALL FINAL DIMENSIONS OF THE UNININSITY OF VERMONT ATHLETIC DEPARTMENT. 2. THIS DETAIL REFLECTS DIMENSIONS CONTAINED IN THE -2005 NCAA TRACK AND FIELD/CROSS COUNTRY MEN'S AND WOMEN'S RULES' AR OF DECEMBER 21104. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS WITH THE LATEST COPY OF THE RULES POOR TD CONSTUCTION. 3, RAISED TOE BOARD CAN BE CONSTRUCTED OF CONCRETE FIBERGLASS, METH. WOOD OR OTHER HARD -SURFACED MATERIAL IN THE SHAPE OF AN ARC, SO THAT THE INNER EDGE COINCIDES WITH THE INNER EDGE OF THE CIRCLE AND IT SHALL BE FIRMLY FIXED N THIS POSITION, IT SHALL BE 4 FELT IN LENGTH ALONG THE INSIDE SURFACE, 4 INCHES IN HEIGHT ABOVE THE THROWING AREA SURFACE AND 4 1/2' IN WIDTH. 4. THE CONCRETE SURFACE SHALL BE ROU9HENED TO MINIMIZE SUPPING, 1/64 NCH ROUGHNESS RECOMMENDED. 5, THE DISCUS PAD REQUIRES A DISCUS CAGE. REFER TO DISCUS CAGE DETAIL 8.0' 203.2mm 13mm [1/21 "MCC OR TRACK SURF - �--,/8' ALUMINUM �3/4' WHITE PANTED MARINE PLYWOOD HD. SCREW TRACK SURFACE 6• 1/4-20 r 1 1/4' FIT SS. MACHINE WITH LOCH NUT TRIPLE JUMP TAKE -OFF BOARD DETAIL (7) SCALE NONE DISC US/HAM MER/SHOTPUT PAD DETAIL SCALE. NONE 85.3' -__(OA). 14.5' (OA) 64.4' (OA) 18.2 (OA) 25.4' 89.2' EXTERIOR TRAY DIMENSION LONG JUMP TAKE -OFF BOARD DETAIL SCALE NONE 6' X 16' REINFORCED CONCRETE FOUL MARKER PERIMETER CURB, OR PRE FABRICATED SEE MOLE 9 SAND PIT FORM WITH COVER, PANTED LANE -PANTO TAKE OFF A SEE NOTES 6 AND 7 7 3' LANDING PIT 0.1% MAXIMUMy 6' X IS' REINFORCED CONCRETE - -WASHED SAND LEVL1. REFER TO TRACK PERIMETER CURB OR PRE FABMTED TH. TE P17UME EEL CRAB PARTIAL PLAN FOR SAND PR FORM WITH CONK. RUNWAY LENGTH FINISHED GRADE - REFER TO LAYOUT _6 } NOTES 6 AND 27 ---" -THE FOUL LINE IS THE EDGE OF THE TAKE -OFF 1 BOARD NEAREST THE LANDING PT. /IBPL @Ao PIF AND RUNWAY NOTES: 1. THE CONTRACTOR SHOAL RE RESPONSIBE FOR CONFIRMING ALL FINAL DIMENSIONS WIM THE UNV95YIY OF VERMONT ATHLETIC DEPARTMENT, 2. THIS DETAIL REF= DIMENSIONS CONTAINED IN THE 2005 NOAA Ma AND FIELD/CROSS COUNTRY MEN'S AND WOMEN'S RILES AS OF DECEMBER 2004. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS WITH THE LATEST COPE OF THE RULES PRIOR TO CONSTRUCTION. 3. THE END OF THE RUNWAY AND THE SURFACE OF THE LANDING PE SHALL BE AT THE SAME ELEVATION. 4. ALL LINES PAINTED ON THE SYNTHETIC SURFACE SHALL CONFORM TO THE REWREMENTS AND RECOMMENDATIONS MADE BY THE SURFACE MANUFACTURER. 5. THE SYNTHETIC RUNWAY SURFACE SHALL BE THE SAME MI THICKNESS AND COLOR AS THE TRACK SURFACE 6. THERE SHALL BE TWO B' WADE PANTED TAKE -OFF BOARS ON THE LONG JUMP RUNWAY, ONE FOR THE MEN AND ONE FOR THE WOMEN. THE MEN'S TAFE-OFF BOARD IS LOCATED 12 FEET FROM THE NEARER EDGE OF THE LANDING PIT AND THE WOMEN'S TAKE -OFF BOARD IS LOCATED 8 FEET FROM THE NEARER EDGE OF THE WINDING PT. BOTH TAKE -OFF BOARDS SHALL BE THE FULL WIDTH OF THE RUNWAY AND SHAUL BE PANTED IN CONTRASTING COLORS TO EACH OTHER AND THE RUNWAY, 7, THERE SHALL BE TWO 8' WIDE PAINED TAKE -OFF BOARDS ON THE TRIPLE JUMP RUNWAY, ONE FOR THE MEN AND ONE FOR THE WOMEN. THE MIENS TAKE -OFF BOARD IS LOCATED 41 FEET FROM THE NEARER EDGE OF THE LANDING PT AND THE WOMEN'S TAKE -OFF BOARD IS LOCATED 36 FEET FROM THE NEARER EDGE OF THE LANDING PIT, BOTH SCRATCH UN6 SHALL BE THE FULL WIDTH OF THE RUNWAY AND SHALL BE PAINTED WHITE. S. THE RUNWAY INCLINATION IN THE APPROACH SHALL BE UNTIED TO 1:100 (IX) LATERALLY AND 1:I,ODO (DIX) IN THE JUMPING DIRECTION. THE CONTRACTOR SHALL TAKE GREAT CARE IN MEETING THESE TOLERANCES. F THESE TOLERANCES ARE EXCEEDED, THE FACILITY MAY LOSE THE ABILITY TO HAVE A RECORD APPROVED OFFICIALLY. 9. THE FOUL MAKER SHALL BE A TRAY 4' IN WIDTH, 0.54" DEEP AND BE THE FULL WIDTH OF THE RUNWAY, LOCATED IMMEDIATELY BEYOND THE FOUL LINE THE TRAY SHALL BE FILLED WITH PLASTICENE OR OTHER SUITABLE MATERIAL THE PLASTICENE OR OTHER SUITABLE MATERIAL USED SHAL BE AT A CONTRASTING COLOR M. AND LEVEL WITHIN, THE TAKE -OFF BOARD. A ' ADO SYSTEM 2000 SLOTTED ACO SYSTEM 2000 SLOTTED SYNTHETIC SURFACE POLYMER CONCRETE DRAIN CHANNEL POLYMER CONCRETE DRAIN CHANNEL NON -POROUS DETAIL ONLY SYNTHETIC SURFACE 6" 10' ASPHALT TOP COURSE NATURAL NON -POROUS DETAIL ONLY ASPHALT BINDER ASPHALTWEARING COURSE CONCRETEASPHALT ESE COURSETOP SolCOMPACTED 4-.. STONE BASE CONCRETE COMPACTED STONE BASE COMPACTED SUBGRADE SUBCRADE sm oRwN NDTB: 1. THE SURFACE DRVNAGE SYSTEM SHALL BE SYSTEM 2D00 AS MANUFACTURED BY AGO POLYMER PRODUCTS, INC., CHNRDON, ON. 2. CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE 3. THE SYSTEM SHALL BE 4 INCHES (100MM) NOMINAL INSIDE WIDTH WITH A 6.1 N. (155MM) OVERALL WIDTH, THE EVEN TOP CHANNEL SHALL BE 9.8 IN.(249MU) IN OVERALL DEPTH; 10.3 N. (261MM) FOR UNEVEN TOP. THE MINIMUM SLOT DIMENSION SHALL BE 0.625 IN. (15MM). 4. ALL CHANNELS SHALL BE INTERLOCKING WITH A MLLE/FFMALE JOINT. 5. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY MA POLYMER PRODUCTS, INC. ANY DEVUTION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. 6. POLYMER CONCRETE SHAU. EVE MATERIAL PROPERTIES OF: COMPRESSIVE STRENGTH RANGE BETWEEN 14,D00-14,500 PSI; FLEXURAL STRENGTH BETWEEN 3600-4500 PSI; TENSILE STRENGTH OF 1500 PSI. THE MATERIAL WATER ABSORPTION RATE SHALL NOT EXCEED 0.1% BY WEIGHT MID SIOLL BE RESISTANT TO PROLONGED SALT EXPOSURE AND REPETITIVE FROST CYCLES. 7. THE SYSTEM SEAL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PER EARTHWORK RSECWI MA1gNS 1110.0 mm (43.7") PLAN VIEW 12,7 ,p[n 0.501 t i 1D1.6 mm - 223.5 mm (4.0� (B801 1001.1 mm (39.41� SIDE VIEW WASHED SAND PERM EARTHWORK SPECLFIDATIONS 6' 6' 6' `6 DRAIN TILE WITH SOCK SECTION A -A LANDING PIT SLOT DRAIN DETAIL SCALE NONE Pair MIT MOTE@ 1. THE CUB1RA&7OR SHALL BE RESPONSIBLE FOR CONFIRMING All FINAL DIMENSIONS WITH THE UNIVERSITY OF VERMONT ATHLETIC DEPARTMENT'S OUSTING LANDING PADS OW NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE DIMENSIONS SHOWN ON THIS DETAIL AND THE ACTUAL DIMENSIONS OF THE LANDING PAD OWNED BY THE UNIVERSITY OF VERMONT ATHLETIC DEPARTMENT, ANY EXPOSED CONCRETE BEYOND THE LANDING PAD MUST BE PADDED OR CUSHIONED WITH A MINIMUM OF 2 INCHES OF DENSE FOAM OR OTHER SUITABLE ^ MATERIAL. 2. THIS DETAIL REFLECTS DIMEN51OS CONTAINED IN THE '2005 NCAA TRACK AND FIELD/CROSS COUNTRY MEN'S AND WOMEN'S RULES' AS OF DECEMBER 2004. THE COTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS WHH THE LATEST COPY OF THE RULES PRIOR TO CONSIRU9gN. 3. THE CENIERUME OF THE CONCRETE PAD, THE END OF THE RUNWAY AND TOP OF THE POLE VAULT BOX SHALL BE AT THE SAME ELEVATION. A. ALL ONES PAINTED ON THE SYNTHETC SURFACE SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS MADE BY THE SURFACE MANUFACTURER. 5. THE SYNTHETIC RUNWAY SURFACE SHALL BE THE SAME MATERML, THICKNESS AND COLOR AS THE TRACK SURFACE 6. THE RUNWAY INCLINATION IN TIE APPROACH SHALL BE TOTTED TO 1:100 (ITT) LATERALLY ANO 1:1,D00 (0.19) N THE JUMPING DIRECTION THE CONTRACTOR SHALL TAKE GREAT CARE IN MEETING THESE TOLERANCES. IF THESE TOLERANCES ARE EXCEEDED, THE FACILITY MAY LOSE THE ABILITY TO HAVE A RECORD APPROVED OFFICIALLY. REBAR - CONTINUOUS TOP AND BOTTOM ODE 3' COVER ON ALL SIDES OF REBAR. COMPACT SUBGRAOE TO 95X MODFED PROCTOR MIRAR 14ON FILTER FABRIC OR APPROVED EOUWAJ34T SECTION B-B RUNWAY LONG/TRIPLE JUMP PIT DETAIL 6 SCALE: NONE POLE VAULT BOX DETAIL SCALE: NONE 4.0'(102mm) 14QOY3556mm 066.ALM 1828.BMM [42.01 (72.01 I I 2' X 5' ALUMINUM TUBE PIfASE JOG IN OUTSIDE LANES PLEASE JOG IN OUTSIDE LANES 35' X 3.5' SCHEDULE 40 ALUMINUM PIPE i GROUND SLEEVE 5'-O' CONCRETE DEPTH 2' X 5' ALUMINUM TUBE GROUND LEVEL (TRACK SURFACE) FOR PERMIT SUBMITTAL APRIL 8. 2010 LANE GATE DETAIL 7 SCALE NONE G O S S E N S BA C H M A N ARCHITECTS 15 Gran i la Shed Lane Mon, yeller, Vermont 05602 P 802. 229.1664 F 802.129.4822 ENGINEERING VENTURES INC 2G8F1pmAv Sua2J Bwli.",VT6W1 .1. 802.863.6225 Dix 802.963.6306 Fn mi .gYmam _ CWL'7RX� The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel 802-656-3208 Fax:8O2-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Revislons: JobN bar: 09906.00 File Name' Stale: AS NOTED Date: March 25, 2010 TRACK DETAILS CAmd 94 1 DISCUS CAE NOTES: 1. CAGE SHAG BE OF PERMANENT INSTAUATIN. R IS RECOMMENDED TWO THE CAGE BE CONSTRUCTED OF HEAVY NVLDN NETTING OR OTHER MATEMAL THAT WILL ABSORB THE ENERGY OF THE DISCUS TO PREVENT BOUNCE BACK. 2. FENCE HI WILL BE 11-0•. 3, —1E]AOVN (27• X FPK (1/2• IT (3/1 3/4 (22 (1/2• R 5A3• ON 'S REMOVABLE FLOOR DECK (1/2 X�K].� X IS deep) ( TERYI/SURFNF BY OTHERS) • _ _ 1M.2S' � LORM (FTIFIER SBE) COVER ASSEMBLY PLAN VIEW HAMMER/DISCUS CAGE DETAIL SCARE: NONE E FLOOR DEC( 2'-3.75• X III dW) (TYP OF 1) ECIION OF FLOOR DECK BEVELED AT THIS PROFKE ICK WTIIM4/SURFAFE RF OTHERS) er E FLOOR DECK REINFORIC NG X 12'-3.75• X R5• d.P) (FAN OF 4) GUSSET ICK MATERK/9EEME BY OTHERS) 36.175- FLU D-FTH - (VARES ALONG SDES) 13mm MACK MATERML (BY TRACK CONTRACTOR) 4 r• �1 COhR LEDGE FlLLER (1YR) i0 04 RDM MCIl)CODES 7) OTHERS WATER SLOP O" 1�0 B• CONCRETE (Of ORM) SIDE WALL SECTION CM CAGE POLE TALL SAFELY M If TALL BARRE CBNCRIE FOO DONICRETE FOOn BARRIER NET CUP 7' BARRIER NET 'FIGI TT -DOWN CLEAT r: own REEVE DI.1L CAGE NOTES, I. CAGE SHALL BE OF PERMANENT INSTNUTION. R IS RECOMMENDED THAT THE CAGE BE CONSWJCIED OF HEAVY NYLON NEfHIG OR OTHER MATERML THAT WILL ABSORB THE ENERGY OF THE DISCUS TO PREVENT BOUNCE RACK. 2. FENCE HEIGHT WEL BE 12'-0•. GERM NOTES: -MAN NET SUE - 14' X 66' -OPTIONAL BACKUP NET - 7' X 74' -MAIN UPRIGHT POLES (8) - 4• SCHEDULE 40 ALUMINUM -SLEEVES FOR MAN UPRIGHTS INCLUDED -SEE INSTALURON INSTRUCTIONS FOR PROPER ALIGNMENT HAMMER/DISCUS CAGE DETAIL SCARE NOW RED SIEEAE ///,,�----444SSSvvvnnn SLEEVE / OOan SLEEVE / � BOLT (IYP) LEDGE COVER LFDOE FILLER I I III I I I III I '. • of I I ,.; : • CONCRETE FLOOR � YAOERSIOP � II. OILVN �2231•-y STEEPLE CHASE PIT FOR PERMIT SUBMITTAL APRIL 8, 2010 STEEPLECHASE PIT DETAIL SCALE: NONE G O S S E N S B A C H M A N ARCHITECTS 85 Gran l to Shad Lane Mon. Pe lie r, Vermanl 05602 P 802, 229. 1664 F 802. 229. 4822 ENGINEERING VENTURES INC Zoe rim A— Sui22A,liw giak Vr 05401 tat. 802.863.6225 f 802.863.6306 Bvgioe¢mgV.bn .— OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel 802-656-3208 Fax: 802.656.8895 PROJECT UVM Track 147 Speer Street Burlington, Vermont Revle A: Job Nurnber. OB906.00 File Neme: Sole: AS NOTED Data: March 25, 2010 TRACK DETAILS C205 II I I I //44 l 1 / I I _ ':, 1 � V ✓ � j r �__ --- , � ✓-,r^�,rc r - II I 1 11 I 41P.. {' \ 1 Sy % ✓ Illillll I II 1 III / /!I I - aay/r AstAtr ,r�LE ., 'rv1. IIIII I 1 \ I I I I',I � i I I 1 I , \} _. _.._ . _ _ / ir" i .-- � 7 � c tir _s;-s-� �-' .%%"•+'a; %� �� �.. , t I,�. I x 1137 \ I I I t I I 1 I I l 1 GRASS ,ti" � IIII 11 Gw)ss 1 r I 'I I \, II,1/ I t 1 ��� Y x c �\!% // / i III x aa, 'i" / / 1 11 1 \ \ I I /t! _ �, / /,� 1 . / / III 1 I / I 1 \ �. '`"- _ p /) -% s \ \\ d• G' \ = 35s s 9 '°° x ' --\r a N a H'.I R„ 5 - �, d° � I / I % 1��°� 0 -\- /"t396 / -- --�� _P. /y// /l I - - -----\ \I 11 ^ \X✓ 18`' MAP 1 i _ ..! x 401.:/ =I� - - i/ / / /%/ /\_i /�..�`- ."......, -- \ I 1i I x ves .4 �\\ \ \ J ` J �'} `I�, w. aR.3a }r 1 ( 1' \ t M1f `�• I '4i 1 ,I // u \ 3s6.5 _x 367.5i I T .� `C i „� Wit° i � ...- � 1 \ s ✓` i 'i � I 1 I \ PERMIIIED TURF ATHLETIC FIELO J \ ` .'--+r. ' _ l IJ / J /(r E l \\\ 4 \WITH CONCRETE EDGE.- - i I, x asa `\I I II AR'(IP1CUil. 'fURP flF7D�� I "✓ r V 1 "JIMAP�E /. �_ �' i x vas i � Pf✓pPOSm PAVED PATH. � l \ I \ m. \\\CRASS �\ vs3Eii ^^x i�II S 396.5� ��'V✓h� hLk 111IIM , I �+ I III L A AV 1 i39 D I✓ V , I 1+ �ss 11 �,Ns .:x 1 r I � 3I4J9 A II MAPL� - 1^ I ,, ,to I • `II )x. 4 Ol S 9 t J90. 1 I 1 I , �\ M.}jAI'LE `. 1 0 F I I I \. I 1 I k I a 1 t Aw" , 1 1 d. 1 _ 7 / x r�� � Its I IMAPI Try ,"9t.0 k 1\ \ \ 1 300�SPER A SEATING 1 ` I I R.O, . 3 6.30 1\ I /' /\,, / i '�.. I ` �. 1\ 1 �\ I f".• 10 I ( \ K XX I li "MAPIF \ 1 liI III ✓ V I ` PROPOSED w_wt 1 t t \,� Ise7� University of Vermont Parcel 4 - "Buell 1921 TFh J J I , --- - j -- - " - 5 1 } �- Vol. 148, Pg. 248 Bu mgton Land Records :. - / /.\I �� GDA FTE ,'fir."- . 1 y I , v , v 1 --- ✓�/ V I J ..,,� /! PROPOS D STORAGE BIDG ' A\ / , ass I /a✓1 I4 I. s v _ �Il < // � S i+.:.I � t t -�" "�. -� I -- sees _.-- --'k. _ -ta � \ • I I `� — 60' z 2 � X I, l f EN'S AND WOMEN'S LONG MP i�: I ty I 1 ✓r /,"V / �.; /I Imo,_,= AND TRIPLE JUMP RUNWAYSID PITS i` I\\ 1\ \\) j. �JI ✓��✓✓ /'// 1\ sv /� __:-�19bt' _ V I �IIIUROiYE�I11��1 tl�l 1 `. _ I I . i P\INE� . ,� / / DkN:yr„ I"Ri:?E ✓✓ �I ei� f / / J x / \ II- 1 \ j '+o'' x A 1'' 1 / i ! 5 9i I / f](ISIIN /WVAMER THROW II �" ✓.r" '/ / / � I ,. 1 WRH iWOLI RUNWAYS, /✓,'".*"� �i V I 11 -. �,, 11. m PAD °- _.....u. / \ I APLE loop I 9E -- --se__ 100 SF r/ g si _ _ -- -- � - A I v � vas •�V�^,-�--_ � ="` ---= '"'-� � i / ✓ I,.i � _��.. ✓ �' i �,� r/ HIGH JJIpP PAD AFA ✓III\\`_ -- ._ _. +KrY ✓ -�./ r' f`. '' X 7AA bas ylo'ArPROACH `� -'--- r ..z---t...-=--7'f--h" ---�e. ✓_ .. - /I' is �iJ i4£� .•., :_ t ..�_ — r f--BULIPVGTO 1' Ck�l 0 UTH BU �JGTOfd lu \ _._, - - /� ` Bur�'r� ry-C-jWgt ktub IRa. �- GiiY 0 \ ° t 4-1 �, - > 1- BURLINGTON ZONING NOTES: x _\\\\ H SO UT BURLINGTON ZONING NOTES: ,, OWNER: UNMRSIIY OF VERNONi i ,� ,>Z�y\'\ _- X 335a ,-j',--�JJi,' ; L_l ; 1. 2. ZONE: X401_..4 UNIVERSITY CAMPUS - UC ,.. ( \>x's\. / I x !x n` Ivoo `x I \ \ / Oar/ X 1\ � - 11 \\ \ r'" OWNER: 2 ZOrE ONI I NMrNSm OF ND AGRICULTURAL GRI INSBIUrI0N4L AND AGRICU WRAL - U 3. AREA CONRGUOUS UVM LAND IN BURLINCrON: SEE SOUTH BURUNGION LONNG NOTE 3 '•, \I x ri-1; 'yt -"' i / 3. AEA OF CONTIGUOUS UVM LAND IN SOUTH BURLINGTON: 4. AREA OF NEW IMPERVIOUS SURFACE IN BURLINGTON; 75,103 SF x 4. AEA OF NEW MPERVIOUS SURFACE IN SOUTH BURLINGTON: 16,778 V N GRAPHIC SCALE FOR PERMIT SUBMITTAL 1 IN FMr, APRIL 6, 2010 1 Inch = 50 fL G O S S E N S B A C H M A N ARCHITECTS 85 Granite Shed Lane Montpelier, Vermont 05602 P 602. 229.1604 F OD2.229.4B22 7ENGINEERING JJ VENTURES INC 208Fb.A—S.ik2+,&6%1, .VT05401 tal. 802.863.6225 f 802.863.6306 1 ,.� — OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel:802.656-3208 Fax :802-656-8895 ��:iaa1SH� UVM Track Improvements 147 Spear Street Burlington, Vermont Ray.ion.'. Job Number. 09906 File Name Scale 1-50' Data: --- mach 25, 2010 PROPOSED SITE PLAN SPI Jra 0vEPAW � wewu0 M a \ �j 0wEDE10 0YONfA0 aooa wM I � ' LOOR PLAN a 4f i t/n ,, EAST ELEVATION L eras ,u•. rn MEo AmwlALP eaL STEEL w PRU wNRJS ,Eo wll 67 C 10 3 ,, WEST ELEVATION scut tw•-ra 4 NORTH ELEVATION UVM Athletics Burlington, Vermont Ravisioae. Jab Number. 0000-00 File Name: Storage Building Sala: As Noted Data: April B, 2010 BUILDING PLANS Al DEVELOPMENT REVIEW BOARD 6 APRIL 2010 PAGE 4 said it is fairly congested as it is. Mr. Belair said there could be no condition regarding access now and then deal with it when there is a plan for a building on that lot. Mr. Pollack noted there is also a statement that lot #3 will likely not see any further development. He said this is not true. Mr. Wamsganz said there is plenty of room for development. Ms. LaRose noted that the Rec Path Committee is OK with the plan at this point. Ms Quimby moved to approve Preliminary & Final Plat Application #SD-10-09 of Burlington Properties Limited Partnership subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Sketch Plan Application 4SD-10-13 of University of Vermont to construct a 275' x 600' track (only a portion of which is located in South Burlington, 147 Spear Street: Ms. Ravin said they were permitted for this 4-5 years ago, but it was never built and the permit has expired. The plan is the same except that storm water has been routed into the City of Burlington. Mr. Belair said staff has no issues. 9. Final Plat Application #SD-10-07 of Bullrock Corporation to amend a previously approved planned unit development consisting of five multi -family dwellings for a total of 160 units and a 40-unit congregate housing facility. L The amendment consists of constructing a 100-unit assisted living facility, 250 Quarry Hill Road: - Ms. LaRose distributed comments from the Public Works and Fire Departments and a traffic memorandum. Mr. Thomas reviewed the history of the project. He noted that one of the main issues still open was landscaping. He said they now show adherence to the landscaping regulations. Ms. Henderson -King gave members the revised landscaping plan. She noted that in the previous plan they didn't meet requirements for plantings. She also noted that there are restrictions against tall trees. She also noted that the parking lot is landscaped as well as they can get it. They have added the following: 1. Increased shrubbery on the north side 2. More trees on the east side 3. Increased size of some plantings C/Ty OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \d rb\su b\uvm\track_reapprova1. doc Agenda # 8 DEPARTMENT OF PLANNING & ZONING Report preparation date: March 31, 2010 Plans received: March 29, 2010 UVM Athletic Track - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-10-12 Meeting Date: April 6, 2010 Owner/Applicant Architect University of Vermont Gossens Bachman Architects c/o Linda Seavey, Campus Planning Services 85 Granite Shed Lane 109 South Prospect Street Montpelier, VT 05602 Burlington, VT 05405 Property Information Tax Parcel 1810 00000 N IA-N District ±14.43 acres (in South Burlington) CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\sketch srp doc The University of Vermont, hereafter referred to as the applicant, is seeking sketch plan review of a proposal to construct a 600' x 275' athletic track, a portion of which is located in South Burlington, 147 Spear Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 29, 2010 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Reauirements IA-N Zoning District Required >'; Proposed Min. Lot Size 10 acres ±14.43 acres Max. BuildingCoverage 20% 9.46% Max. Overall Coverage 40% 38.09% Min. Front Setback 75 ft. >75 ft. Min. Side Setback 50 ft. >50 ft. Min. Rear Setback 50 ft. >50 ft. zoning compliance Section 3.06(H) of the South Burlington Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right- of-way and the balance of the lot. The proposed athletic track project will not affect front yard coverage. Institutional & Agricultural District Section 7.01(F)(1) of the South Burlington Land Development Regulations requires properties in the IA District west of Spear Street and north of Quarry Hill Road to maintain an undeveloped area for a minimum of 65 ft. between the boundary of an adjacent residential district and any new non- residential structure. The plans show that the proposed athletic track will be further than 65 ft. from the zoning district boundary, which occurs at the center of the Spear Street right-of-way. The proposed track is 100 ft. from the Spear Street center line. An existing line of trees along the easterly property boundary provides suitable screening in accordance with Section .3.06 of the South Burlington Land Development Regulations, offering a buffer from residential uses. PLANNED UNIT DEVELOPMENT STANDARDS CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\sketch sro doc Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. No water or wastewater services will be required for the new athletic field. Section 15.13(F) of the South Burlington Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. The applicant has indicated that stormwater will be treated through an existing stormwater pond in the City of Burlington. This pond meets the Vermont stormwater management standards. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted acceptable details of erosion control measures to be used during and after construction. The proposed project adheres to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan meets 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. According to the applicant, the track will be used daily for practice in the fall and spring, with general recreational use available at other times. The track will host 3-5 intercollegiate meets per year. The applicant also estimates that approximately 250 spectators may attend each meet. The applicant has indicated that additional parking will not be necessary for the increased use of the athletic complex. The current parking facility is adequate to support spectators at ice hockey games and basketball games simultaneously in the winter, which is the peak season for the complex. It is not anticipated that the demand for the proposed athletic track will surpass the current capacity of the parking facility. 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. No wetlands, streams, wildlife habitat, or unique natural features are known to be present on the site. 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. Section 7.01(A) of the South Burlington Land Development Regulations indicates that University - related uses should be integrated "into the City's overall land use pattern through the use of appropriate site planning techniques that promote a beneficial pattern of access, circulation, landscaping, and pedestrian connections between University properties and adjacent CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\sketch srp doc neighborhoods." The subject site has long contained a track and athletic fields. A slight increased use of the area is anticipated. However, an established tree line along the easterly property boundary provides appropriate screening from adjacent residential uses. Staff believes that the project is compatible with existing development in the area. 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 proposed track will replace a previously existing track. The effects on the open space character of the athletic fields will be minimal. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not believe that the proposed changes to the athletic fields on the site require review by the South Burlington Fire Department. Fire Chief Doug Brent has previously noted that the City of Burlington has jurisdiction for emergency response to the subject property. 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. An existing recreation path runs along the easterly property line. No new landscaping is proposed. The applicant has indicated that no new lighting is proposed. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 1. Any newly installed 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). The project is consistent with the goals and objectives of the Comprehensive Plan. Sidewalks & Recreation Paths Section 15.13(M)(1) of the South Burlington Land Development Regulations requires sidewalks and/or recreation paths on both sides of arterial streets at locations to be determined by the Development Review Board. Staff notes that there is an existing recreation path along the easterly property boundary. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\sketch srp doc The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposal does not directly involve structures or parking facilities. Adequate pedestrian facilities and landscaping exist on the site. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposal does not directly involve parking facilities. 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. No buildings are proposed. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that utilities 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 proposal does not involve any buildings. 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. Staff feels that the proposed project meets this criterion In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington 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 subject site is part of a larger site containing multiple university offices and facilities. The applicant is currently completing construction of an expanded parking facility on the subject parcel. 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. Staff has already noted that utilities lines, services and service modifications shall be underground CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\sketch.sr .doc 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). No solid waste facilities are shown. Staff notes that dumpster-sized solid waste containers are not necessary for the proposed athletic track. Parking The proposal does not directly involve parking facilities. Staff has already indicated that the current parking lots and garages will be adequate to support the proposed track. While the South Burlington Land Development Regulations do not require bicycle racks for such uses, staff respectfully suggests that the plans include a bicycle rack. The proposed track is adjacent to an existing bike path and the nature of the use of the track would warrant such an item. Staff recommends that applicant proceed to the next level of development review, subject to the numbered items above. Respectfully submitted, ��iathyan LaRose, AICP, Associate Planner Copy to: Lani Ravin, UVM Campus Planning Services The UNIVERSITY of VERMONT CAMPUS PLANNING SERVICES http://www.uvm.edu/—plan/ March 29, 2010 Raymond J. Belair, Administrative Officer, South Burlington Planning & Zoning Department 575 Dorset Street South Burlington, VT 05403 Re: Re -Submittal of Permit for University of Vermont Athletic Track, 147 Soear Street Dear Ray, The University is submitting this Application for Subdivision Sketch Plan Review to replace the partially dismantled athletic track in the Archie Post Field on the Athletic Campus. This project is located in both the cities of South Burlington and Burlington. You may recall that in 2005-6 we received all permits for construction of an outdoor athletic track at the Archie Post Field Complex, located south of the Gutterson Field House on the UVM Athletic Campus. We were not able to actually construct the track at the time, due to budgetary issues. As a result, all permits lapsed. At this time, we have secure funding for this project, so we are coming back to you to re - permit the project. The track is in the exact same location as was earlier permitted. The scope of work is somewhat smaller, as we are not planning to rebuild the existing softball field and storm water will be routed into the existing Southwest Stormwater Pond in Burlington. However due to the new storm water routing, the University has determined that a certain amount of blasting will be necessary. All of the blasting for this project will be within the boundaries of the City of Burlington but there are a few homes in the City of South Burlington on Spear Street within a 500' radius of the blasting. The State of Vermont mandates pre -blast surveys and notification within the 500' radius. The University policy is to notify all neighbors within a 1,000' radius, which would include many of the residents on Spear Street and East Terrace. We will include all residents on Spear Street (north of Quarry Hill) and East Terrace for notifications. For this project we will extend the notification beyond the 1000' line to include all residents on East Terrace and Spear Street, north of Quarry Hill Road. The University utilized blasting in the construction of the nearby Southwest Stormwater Pond in 2006. All City, State and Federal regulations were followed. The University also instituted some additional monitoring procedures and notification initiatives, and the process went very well. 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 Equal Opportunity / Affirmative Action Employer 2 As a Planned Unit Development (PUD), the University has interpreted the subdivision boundaries to be UVM owned contiguous lands. The subdivision boundaries are bounded by Burlington Country Club to the south, Spear Street to the east, UVM owned property in Burlington to the west, and Main Street to the north. The description of the project is as follows: Project Description: The University of Vermont is proposing to replace the partially demolished existing athletic track in the Archie Post Field Complex, located south of the Gutterson Field House on the UVM Athletics Campus. The previous track surface was severely worn and was no longer an adequate surface for recreational or intercollegiate use. The improved track will meet NCAA specifications and will ensure that UVM athletes are no longer at a disadvantage while training and racing against conference and regional competitors. Currently there is no acceptable outdoor track facility on campus and UVM Track athletes are required to travel to local high schools or Middlebury College to practice on an adequate surface. The improved track will also provide the campus with a much needed facility for recreational running and jogging. This is part of the University's long-term plan to improve the Archie Post Field Complex. As you know, we started by constructing an artificial turf field which necessitated the dismantling of the existing running track. Now we are proposing to replace the old track with a new one which will include: ♦ An improved nine lane oval running track approximately 600 x 275 feet, areas within the oval for specific activities and a storage shed for a total of 89,340 s.f. of impervious surface. Of this total, 16,778 s.f. or —18% will be within the City of South Burlington. The proposed track will be directly south of the turf field, 100' away from the center line of Spear Street. ♦ Inside the track there will be a steeplechase water pit, four long jump/triple jump pits with two runways, a shot put pad, a discus throwing pad and cage, two pole vault boxes with one runway and two javelin runways. There will be a storage shed to the west of the northwest side "runoff' area. Of these, only the steeplechase and the shot put/discus throwing pad and cage will be located within the City of South Burlington. ♦ The track surface will be full pour polyurethane with a slot drain along the inside edge of the track. The track will be sloped from the outside to the inside towards the slot drain. The slot drain will collect stormwater from the impervious track surface, which will be directed to the existing Southwest Stormwater facility to the west, in Burlington. ♦ A storage shed, 60' x 32', will be located west of the northwest "runoff' area. This will replace the existing shed which will be removed. The shed is not within South Burlington. ♦ Installation of bleachers on the north side of the track (facing south) that can accommodate up to 300 spectators. The bleachers are not within South Burlington. ♦ No lighting for the track is planned. ♦ There will be three blue lights on the walkways, in Burlington. ♦ All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. As a result of this project we will need to remove the existing softball field. Use: ♦ The track will be used daily for practice in the fall (September — November) and spring (March — May), similar to the past. At other times of the year, the track will be used for general recreation. We will host 3-5 meets per year which we did not do on the old track, at least not in the past decade. The average number of spectators for meets will be 250. We may use a portable public address system for meets. ♦ Use of the infield will be for campus recreation and intramurals which is similar to what has been happening in the space in years past. All activities will be held during the day. ♦ A portable public address system will be "aimed" at the bleacher areas. This will be directed away from neighbors. ♦ The track and the turf field would not be used concurrently for events, although there could be one event (i.e. with an audience) and practice held at the same time. Fencing: ♦ The fence between the recreation path and the track is to be four feet high. This fence will tie into the existing fence. ♦ A four foot chain link fence will be installed south of the existing practice soccer field, and on the west side of the track. Utilities: ♦ Electric, water, and firefighting services will be provided by the City of Burlington. There will be minimal water and electrical needs. ♦ The University will provide primary police services and stormwater treatment. ♦ No sewer or gas services will be needed. There will be no increase in parking requirements. Construction: At present, half of the existing track was demolished for the turf field and the other half is still on site; obviously unusable. The first part of this project will be to remove the rest of the existing track. The procedures recommended by the Vermont Handbook for Soil and Sediment Control on Construction Sites will be followed. Recommended procedures will be followed to control dust, minimize impact on neighbors, including the use of water. The construction of the project will not generate smoke. 0 We expect that construction activity will start over the summer and be completed by spring 2011. Lot Coverage: At present the lot coverage for the South Burlington section of the parcel is 35.64%. Upon completion of this project lot coverage will be 38.09%. Stormwater Treatment: In keeping with the objectives of the University Stormwater Master Plan, the Athletic Department is proposing Stormwater Best Management Practices to mitigate impacts from the proposed track. The project is constructing more than one acre of impervious surfaces so it is required to obtain an Operational State Stormwater Discharge Permit. The University is proposing to route the stormwater from the new facilities via underground pipes to the Southwest Stormwater facility, in Burlington. This facility is designed to meet or exceed the 2002 State Stormwater Regulations. Cost: The total cost of the project (located in both cities) is estimated to be $1,850,000. Eighteen percent of the project is located in South Burlington for a cost of $333,000. Enclosed please find a check for a sketch plan application fee of $125. Please let me know if you have any questions or need any further clarification to proceed to review this application. Sincerely, Lani Ravin, Associate Planner Campus Planning Services Cc: Linda Seavey, Director, UVM Campus Planning Services Bob Vaughan, Director, UVM Capital Planning & Management Jeff Schulman, Associate Director, UVM Athletics Todd Merchant, Project Manager, UVM Facilities Design & Construction Gregg Gossens, Gossens Bachman Architects Kevin Worden, Engineering Ventures Inc. Bill Nedde, Krebs & Lansing Engineers Shirley Fortier, Assistant Planner, UVM Campus Planning Services Attachments: Application for Subdivision Sketch Plan Review; Personal check #1392 from Todd Merchant and Linda Merchant in the amount of $125; Orthophoto; List of all Abutters and Mailing addresses in South Burlington; Blasting Radii: South Burlington; Plans: CO.1 Cover Sheet; SP1 Proposed Site Plan; C1.0 Existing Conditions & Overview Plan; C1.1 Demolition Plan; C1.2 Proposed Layout Plan; C1.3 Proposed Grading and Utility Plan; C1.4 EPSC; C2.0 EPSC Details; C2.1 SW & EPSC Details; C2.2 Water Details & Notes; C2.4 Track Details; C2.5 Track Details; Al Building Plans. I I r it6BwSON. PMMt11AY ... !. wre '.....__ I., 500 FT BLASTING RADIUS - FROM SOIL BORING EV-43 �c hs r i TO , r �Y v Ism, I � 1,000 FT BLASTING RADIUS 7,6 FROM SOIL BORING EV-43 ���� �� ✓� ��, 0 250' 500' 1000' Job` SCALE: 1 " = 500' ®� i BLASTING RADIUS ENGINEERING Checked By: Scale: KW 1 "=500' BURLINGTON 7VENTURES PC Drawn By. Project No.: 208FlynnAvenue, Suite 2A Burlington, V7 05401 ST 09906.00 UVM TRACK fe1.802.863.6225•fax 802.863.6306 65 Mechanic Street, Suite 350A, Lebanon, NH 03766 Date: Drawing No.: te1. 603.442.9333 • fax 603.442.9331 www,engineeringventures.com 3/25/10 BPI No Text VIj I I ML?AAA N BUJRLINGTON C •, � Ff 4.� ,Yr ar � ,. Fay. AaSA ECi SITE f � r � Y 1 N D 500' ,ODD' zoos SOILS MAP N SCALE t' - 1D00' ff) SCALE: 1" = 1000' SOILS N PROJECT VICINITY: SOIL INFORMATION PROVIDED BY THE UNITED STATES CV - COVINGTON SILTY CLAY. D-2R SLOPES DEPARTMENT OF AGRICULTURE -SOIL CONSERVATION FuC - FARMINGTON EXTREMELY ROCKY LOW, 5-TOK SLOPES SERVICE FOR CHRTENOEN CD_Am. VERMONT. VeB = VERGENNES CLAY, 2-6% SLOPES Fu Fill LAND GENERAL NOTES 1, THE CONTRACTOR SHALE BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTDR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED -LIP AS -&JILT PANS FOR ALL UTILITIES SHOVING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT PLANS SHIALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED. 2. UNDERGROUND UTETES ARE SHOWN FROM FELD LOCATION F POSSIBLE. OTHERS ARE SHOWN FROM RECORD DATA TIER EXACT LOCATION MAY DIFFER FROM THAT AS SHOWN, AND OTHERS MAY EXIST. 3. THE PUNS SHOW SOME KNOWN SUBSURFACE FACE SIRUC URES. ABOVE-GROUNO STRUCTURES AND/DR UTILITIES BELIEVED TO EXIST R THE WORKING AREA EXACr LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR. THE CONTRACTOR S WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AD/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CAVE R EXECUTING ANY WORK. CALL DO SAFE 48 HIM PRIOR TO DIGGING, DRUM OR BLASTING. 4, THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SMALL NOT VARY FROMTHE PLANS WITHOUT THE EXPRESSED APPROVAL FROM THE ENGINEER. 5. THE CONTRACTOR S INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE WRING THE PERFORMANCE OF THIS CONTRACT. 6. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS CULVERTS, CULVS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY WAGED OR REMOVED TO AT LEASE AS GOOD OF CONDITION AS BEFORE D6NRWD AS DETERMINED BY THE ENGINEER. ANY DUWAD TREES, SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 7, THE CONTRACTOR SHALL COMPLY WITH ALL REOLIRED PERMITS. 8, THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REWIRED PERMITS, NSPECOOHS, CERTIFICATES, ETC. 9. THE CONTRACTOR WILL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUIENTATKN DISTURBED OR DESTROYED, AS JUDGED BY THE ENGNEER OR OWNER SIRE BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A VERMONT STATE LICENSED LAND SURVEYOR. 10, IT IS THE CONTRACTOR'S RESPO/SBUN TO EXAMINE ALL PAN SHEETS AND SPECIFUTONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY TEST PITS AS MAY BE RECURRED TO DETERMINE UNDERGROUND CONVIONS. 12. ALL TRENCH EXCAVATION AND ANY REWIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST OSHA REGULATIONS FOR CONSTRUCTION, 11 CONTRACTOR SIRE BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DUIBNG THE COURSE OF WORK, 14. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL LE COORDINATED WITH THE ENGINEER AND THE UTLTY OWNER NOTIFY THE ENGINEER NO THE UTILITY OWNER 24 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS 5 MONDE. 15. MAINTAIN ROW FOR ALL EXISTING UTILITIES. 16, BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UOLTES, VERIFY EXISTING UTILITY INVERTS AND NOTIFY ENGINEER F ANY VARIATION FROM THE PLANS 5 RECURRED. 17. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 18. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE. LEGEND I ` 1 7r, 1 1 F I I 1 ' k r r +, MGT 91E� � Jc u LIT • i ``A ( IMuhnWtah � - R' tr k ":r 0 K5 Ili, � OVERALL SITE LOCATION " ITW LAV .A APPROXIMATE SCALE 1' = 2000' SCALE: 1" - 2� MAP INFORMATION FROM THE UNITED STATES DEPARTMENT OF THE H BURLNTON QUADRANGLE INTERIOR GEOLOGICAL SURVEY. VERMONT-CHETEMOEN W. BURLNGTON, VERMONT MAPPED, EDITED AND PUBLISHED BY THE GEOLOGICAL SURVEY. na TOPOGRAPHY BY PHOTOGPAMMETRK: METHODS FROM AERIAL omN.xca urfaW PHOTOGRAPHS TAKEN 1947. FIELD CHECKED 1948. PNmORENSED 1987 CONTOUR INTERVAL 20' NATIONAL GEODETIC VERTICAL DATUM OF 1929 EXISIING FEATURES PROPOSED FEATURES EXISTING FEATURES PROPOSED FEATUIES 15 - SURVEY POINT 4' TO 6' FENCE TYPES EA 41 SPRINKLER HEAD 4' j MANHOLE 0 - - -- PROPERTY LINE I , "/u CLEAN OUT 0 C/O - - ROOF -OF -WAY LINE WI CATCH BASIN ■ - - - - - - - - - - EASEMENT LINE - - -- - - CULVERT CONTOUR CD STORM MANHOLE ® ._. _ - - SWINE — SILT FENCE Si I:D FUMED END SECTION m ..-SIT STOMA LIE SF C,Q ® WATER VALVE DQ --W WATER LINE W V H DRN —LIE— UNDERGROUND ELECTRIC � 0 UTILITY POLE C-- CHUIR LINES �r LEGGE PROBE OR TEST PR -- HW -- HOT WATER LICE +100.5 SPOT ELEVATION + 100.5 UD— UNDER DRAIN i o'C TREE , ��oo EDGE ET WOODS � mar>�Y WALL WALL CONCRETE EDGE OF PAVEMENT/CONCRETE DRAWING LIST ODA COVER SHEET K CI.O CIOSRNG CONDITIONS AND MUM PUN g CAA DEMOUTION PUN C11 PROPOSED LAYOUT P/N C1.3 PROPOSED GRADING AND UTILITY PUN C1.4 EROSION PREVENTION AM SEDIMENT CONTROL PLAN C2.0 EROSION PREVENRON AND SEDIMENT CONTROL DETAILS AND NOTES C2.1 STORMINATER AND EROSION PREVENTION AND SEDIMENT CONTROL DETAILS C22 WATER DETAILS AND NOTES C2.3 TRACK DETAILS C2.4 TRUCK DETAILS City C23 TRACK DETAILS ` S.1 SITE PLAN S2 WE PLAN S.3 EXISTING CONDFONS DA DETAILS D2 DETAILS L1 LANDSCAPE PUN El .0ELECTRICAL SITE PUN E2.0 ELECIINGGLL DETAILS STANDARD ABBREVIATIONS EXISTING EK MONITORING WELL WIN TYPICAL TYP EWE OF PAVEMENT EOP MINIMUM MIN HIGH DEWWY POLYETHYLENE HOPE MAX" MAX REINFORCED CONCRETE PIPE RCP CATCH BASIN CB CORROGATED METAL PIPE CMP FIELD INLLT H POLYVINYL CHLORIDE PVC HEADWALL HW DUCTILE RON D STORM MANHOLE DMH CAST IRON Cl INVERT INV RADULS R= ELEVATOR ELEV LENGTH L= SANITARY SAN CENTERLINE E SANITARY MANHOLE SMH TEST PR TP CLEAN OUT C/o COPPER CLA DISTRIBUTION BOX D-DOX VERIFY IN FIELD ME SEPTIC TANK ST ELECTRIC ELEC HYDRANT HYD NOT TO SCALE NTS WATER VALVE WV SLOPE S- G O S S E N S BA C H M A N ARCHITECTS 85 Granite Shed Lane Montpelier Vermont 05602 P 802.229. 1664 F 802. 229.4822 ENGINEERING VENTURESINC :08 Elmo Avenue Swe 2A IM I.B. VT 05401 1c1. 802 863.6225 Tex 802 863 6306 Png—gVmlmncom OWNER The University Of Vermont 109 South Prospect Street Burlinggton, Vermont 05405 Tel: 802-656-3208 Fax: 802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont C E D V IE/, TAR 2 9 2010 f So. Burlington Revisions: Job Numbe, 09906 Fie Name: Base.Ap Scab: As Noted Date: February 2010 COVER SHEET - ,� `�y♦` ...♦It —.L5O mt-- MAARTIFICIAL TURF ��►����♦�����s;��FC". �� `I I II fpyj AI 396.6, WIN 1% KIM W. IF i i / I �► PROPDSt;D STORAGE BLDG I 1 I\ 1 / rAND WOMEN'S LONG JWP /JID TRIPLE JUMP RUNAWAYS 'ITu.D PETS 66,993 SF I 1 11 ,MVEUN pee DENNV TREES i / II �` // / x // 1 I / (-1 / x E%5071'H4MMER THROW CAGE 1 I '� / J VAULT RIINIIY$ — — — WrtN TWo BDlffx � qB� _------�"--_ 100 SF ASPHALT BIKE PAVH — / "IN - _ _ _ ADS~ p Bur CtSian#r� Stub IRc.: / ---'� OF �UR� GT 1 ` 0 EI rrw BURI 1 IF Tab— BURLINGTON ZONING NOTES: _ _ `\ I _ _ ' `i i — — ` _ ` SOUTH BURLINGTON ZONING NOTES: LadS / / / �1 _ � � \ 1. OWNER: UNIVERSITY OF VERMONT ' L4 / \ j X / 7 ':�� I I I x ae7 / ��(\17�\\ \�\ \\ �\ !�/xll—� tau I\1�� x air —� \ r T ormcR. txaaERvrr a VERMorrt 2. Zpk. IWWrERSTIY CAIPUS - UC ( \ \� f - l - 1 2. ZONE: NSTrtUIDNAL AND AGRICULTURAL - M \ i��--/ .i>� �� \ \ ` y i 1 1 1 \ \ ��— it a 1l� 3. AREA OF CONTIGUOUS UVM LAND N BIIRLNGTON: SEE SOUTH BURU1GTON ZONNG NOTE J ` I \ ut� i / --/� I / _ 1 \ I I 1 \ / / / / / 3. AREA OF CONTWOUS IM1 LAND IN SOUTH BURLINGTON: 4. AREA OF NEW MPERJIWs SURFACE N BURLNGTDN: 72,562 SF J \ \ (^ — / / 1 \ I \ / / / / _ ais j l l / ! ! A [ AREA OF NEW !IMPERVIOUS SURFACE IN soUM BURLINGTON: 16,77e AT iCREEN r ° N GRAPHIC SCALE FOR PERMIT SUBMITTAL a nm I MARCH 29, 2010 leoe . 50 ft G O S S E N S B A C H M A N ARCHITECTS 65 Granite Shed Lane Montpelier, Vermont 05602 P 802. 229. 1664 F 802. 229.4822 ENGINEERING VENTURESINC 2N Fhm A— i..2A R.t.pm VTON01 tel. 802.863.6225 Fax 802.863.6306 Fnginan�T'rnwrts.can OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 m9daA1SH— UVM Track Improvements 147 Spear Street Burlington, Vermont IR-1.1 e: Joo Nunlher: 09806 File Neme: Scale: 1' • 60 Date: Manic 25, 2010 PROPOSED SITE PLAN SPI II,II4 11 III ' I, A C- I js�- Illll I I 1 \ I I I I I I I I, p11 1 1 GRASS1 Ili 1 I I I I 1 GRASS �- /1111 , , 1 r\ X uAi \ , I I / 1 1 0 --_ ^ _ �'/�/1 \ I;II / �I II 1 x 401, EX RIM / It I \\� 1`- / 1I- I,' All \\ s/ I•+�1 4tH! \---�__'� `( _., x /'' \�\\1�, /' /' / 1 '/ \ � \\ �\1 (, 1, I 396.5 +kill \WITH CONCRETE EDGE. I v III \ I ' I � ' III; X NOW I GRASS PRNOSED PAVED PA1H. Vill a SPHALi \ S — 0t 1 1 X 1 \ CB ill 394.O'2 ; `\ SOC),ER FIELD 391.03 \ \ BIfIGIfR VATING FOR 300 SPECTATW -\ 'Buell / cuss PROPOSED University of Vermont Parcel 4 - 1921 Vol. 148, Pg. 248 Burlington Land Rec // I / D S ds - /^I .E 1 / PROPOSED STORAGE BIDG \ 1(r% `ISTIN� SOFTBALL TO BEIREMOVFD. �,�-• I � DENS/7REES / II i6 / / x / SOFTBALL GktS 1 / \ I EXIST1/HAMMER THROW CAGE 1 $' / 1 HIGH AF MID APPRMCH- o J rA DENSE TREES i \� I I x\ 40e1 N 395.0. 38B 7- 1 l / 1 WIN 1W0 t I ASPHILT __ ='�,\ ou \ 1 1 x 1\ \ 1 X =7 1 I1 ARiIFICW. Tl1kI QELD X` 71ait +396.61 o I i1 X 01f.7 I I I 1 I I '1 I ~ \ 6.30 - 1 610 p.l , \ o 1 1 0 _-- = 1 640 0184 1 \ } 061 `� 2 R 4DS r 0 BRUSH 6 r (?6Untr� E tub Ir`j�' .-'� OF-B1J4AGTON'. 6, 0 SOUTH BU I \ _/ p / \ - 413 0 233 _; I \ I^\ �11 1 '3t X still —�.� X saD siS l//ll / 1 -�\ \� 1 �, -2 p I R / Rozend°°I I 11 \ \ / /X11�\ Vc su I ._.\ / I�/ NHGPORTgN URIRIli ' ( \ `\ .' ' x1^ `\ \ ��� II J ` s7: �\ I Btik /� TWCKTaeE D I / ' I/ // I I I\ x i' x 1 \1 I X A, GREEN ; ' ,' / ° 1 -- /' i i ;� / / / i \�,I A \ 1 640 ` I 1 0237 N GRAPHIC SCALE m FOR PERMIT SUBMITTAL I a mar > MARCH 29, 2010 1 inch - 50 tL G O S S E N S B A C H M A N ARCHITECTS 85 Granite Shed Lane Mon,Peller, Vermont 05602 P 802. 229. 1664 F 802.229.4822 ENGINEERING VENTURESINC 208 Fhm Aveeue Sw¢ EA Bwii%-YF0W1 tcl. 802.863.6225 f— 802.863.6306 EnginannBA'rnm2s.— OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 PROJECT UVM Track Improvements 147 Spear Street Burlington, Vermont Revisions: Job Number: 09906 File Name: 1'=Sa Data: March 26, 2070 EXISTING CONDITIONS AND OVERVIEW PLAN C 1 '00 - DEMOLITION NOTES: GRAPHIC SCALE_ 1' FOR PERMIT SUBMITTAL 1. NO DEMOLITION SHILL COMMENCE UNTIL THE 511E IS PROPERLY PREPARED FOR 10. SEED AND MULCH ALL RESULTING UNVEGETATED AREAS IN ACCORDANCE WITH THE EROSION .� � � � � /� � i' - - - N \ CONSTRUCTION AS OUTLINED IN THE EROSION PREVENTION AND SEDIMENT CONTROL NARRATIVE, PREVENTION AND SEDIMENT CONTROL PUN WHERE ND WORK IS ANTICIPATED WITHIN 48 HOURS. eo % / / /�� -%- CG\ - -- I- �\ ' 8- M E a- o - MARCH 29� I1 01 O STAGE i T PREPARING THE SITE FOR CONSTRUCTION. REFER TO SHEET C1.2 - EROSION i'; / O PREVENTION AND SEDIMENT CONTROL PUN. 11. THE FOLLOWING ITEMS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE, UNLESS OTHERWISE NOTED: ( IN FZET) ' 1' 86. \ 2. ALL DEMOLITION ITEMS FROM THE DEMOLITION, UNLESS NOTED BY THE OWNER TO BE STORED I Inch = 40 tL OR REUSED, BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE. SOIL DISPOSAL SHALL BE AS DIRECTED BY THE OWNER. O EXISTING TRACK 3. ALL ADJACENT FAGUTIES AND STRUCTURES NOT INDICATED AS INCLUDED IN THE SCOPE OF O \ I WORK %U BE PROTECTED FROM DAM40E WRING CONSTRUCTION. ALL ADJACENT FACILITIES OR 2 BUILDINGS AND DUGOUTS \ - \ \ \ \ 4 1 1 I STRUCTURES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IMMEDIATELY TO J89.4 xI( i PRE -CONSTRUCTION CONDITION OR BETTER O BUILDINGS AND DUGOUTS F \\ \ \ / I -` \ I II .B .3✓j- 4. TAKE All PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORN AREA DURING DEMOLITION ✓ PROCEDURES O IRRIGATION LINES, VALVES AND SPRINKLER HEADS \ 396.6 \ 1 8 P 1---- 5. PRIOR TO O DEMOLITION, HAIR EXCAVATE ANY UNDERGROUND UTIS XUTIES. NOTIFY THE OWNER IF i 3 X 393.8 - _ _ _ I ANY OTHER UTILITIES NOT NDTED ON THE DRAWINGS ARE FOUND. 5 MISCELLANEOUS ST-R C iI - - - \ \ \\ \ � \I I 1 11 I = 307.1 1 4 1 6. CARE SHALL BE TAKEN NOT TO BWIAGE OR DISTURB ANY TREES AND SITE LIGHTING NOT \ T - - DEMOLITION, SOFTBALL CONTRACTOR S INCLUDING SCOREBOARD, POSTS AND CONCRETE FOOTINGS. PRIOR TO JIB" M CALLED OUT FOR REMOVAL WRING CONSTRUCTION. O I XIS11N ION, THE CONTRACTOR D INC CONFIRM WITH THE OWNER THAT AND THE UNIVCONCRSITYETE HAS NO FURTHER £ 1 - - ` - - - - - - - - - - \ 1 1 I / / •• �" USE FOR THE SCOREDWRD. � T 1 \ G O S S E N S 7. PROPOSED FEATURES ARE SHOWN ON 1Fp5 DRAWING FOR REFERENCE ONLY. I X J94.3 1 1 I 1 / \ Fr-- 396.5 + >" W. 96.30 / \A11\ - , I :� \ 1 B A C H M A N B. ALL EXISTING UTILITIES AND FENCING SHOWN WITH CROSS HATCHING (--) TO BE 7 EXISTING CHAIN UNK FENCING, BACKSTOP AND SOFTBALL FIELD FENCING. THE E%ISRNG WIND SCREEN % ' ---- ,.' 1 /'�REMOVED (MH. CB, PIPE. ETC). AND FENCE TOPPER AT THE SOFTBALL FIELD SHALL BE REMOVED AND REUSED ON THE NEW SOFTBALL- i l I \ / O .4�8`.5 1 A R C H I T E C T S FIELD FENCING. 9. ALL CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND gSPOSEO OF _ 8 5 G r a n I t e Shed Lan e DR RECYCLED IN AN APPROVED MANNER. D RELOCATE EXISTING PORTABLE BLEACHERS. THE CONTRACTOR SHALL COORDINATE THE NEW LOCATION OF \ \ X 391.5 1 1 \ I / Mont P e I i e r, V e r m o n t 0 5602 THE EXISTING BLEACHERS WITH THE OWNER I \ 1 1 1 I P 802. 229. 1664 F 802. 229. 4822 O ' I � � \\ -�\\ i I I I I 38 3 .% 1 O DUSTING FENCE. REMOVE AND REUSE IF POSSIBLE. \ \ \ \ I „� / \ �/� T I ,I \\I -- M PL I / I ENGINEERING \� 6.6 \ II ' ..,j' \ L I 1.368 VENTURES INC I / 4� 9� £ 1 1�1 A GRASS \ 1 1 I \\ * \ A ' _ 208 Fl)*n.1. 802.86 612225 Vi05901 I / JA1 ��O 3 7. L I g II1 a \ _ _ _ �- E 8oz.vb3.6306 bre w6 0 „396.8 \ .396.8 1 , ARTIFICIAL TURF FIELD I PI m \ 1 y oL�a!moq 1 % IIII �\\ I .397.9 .397.6 I A9 \ R 395.1' III I X \ 396.E r l 1 5 I I " O \ .385.5 IIII \ \ 396.5 3 I\ GRASS 1 IRV. 388.7' /) d i 396. I '0 1 II I \ \\ \\ .396.5 11 „395 • 3/4 s 1 I L III I I \ G(2ASS �^ c 3 6 0 IIII '- 1 1 .396.8 \ I I I I 38 1 OWNER 111 3 III " M PL X I� I The University � ¢- \ 3� . � I I 1 I III � \\ \ �, .397.3 \ 1 � 394.9 III 1 I I I .396.7 \\ .3 7. \\ I yq 394.9 - 11 393A 1 1 �l JBO'2 Of Vermont -------- �\ I11 �( 1 I _ _ - -�1 1 1 I \ I I 11 I 1 i� Bud noton, Veruth mont 05405 I I ect Street .397.6 .396.5 I i III 1 gg /IIII I .395,6 1 I 1 X 39 .4 1 t' I I/ 0 3 X 396.7 1 1 I 1 1 \I \ �� .386.5 Tel: 802-656-3208 IIII 1 i .397.6 \ I IIII 1 I A I Fax:802-656-8895 I I I I I I 1 \0JA2 396.4 1 I\ £ 1 \ UMIIS OF �d.a,Y I, �" G I i 95.6� �(II/�/1 �I� I \I \\ �j 73 .3971p 1 ,396.5 J I 11 11 !1 392.5 I \\ 1 P A L I PROJECT n �' \ 11 s s 3 1 I 111 x I 1 R1 394.0't Ej CS11 \\ SOCQER FIELD \\ ; I it 11 I 11 \I 39 . 1 11 I 1 1 \ „397.6 .39T5 1 m 1 I 1 1 1 =' UVM 11 IN 391.0't \ \ \ I I \ 1 � I o 0 3 6.30 \ 1 I I 1 \ 8 \ � g 1 � M L \\ I Track III \ .39T4 X. CB 95.l. , ,^ , I .0 3 5.9 I \ \ 147 Spear Street GLASS / J IM 395.0 � \ 1 396. I � 4 Burlington, Vermont . 391.0' CAP ENDS I I I OA7 FPROPOSED RACKDUSIKWNGRASS 4 AND tuTER t9T _O 3 y CO REF- �9 O�fv { 0 .394.3*V93.3 I J FT�SJ11 395.5 C -- "' 1 I. 93.6 x 393s i 11 I\ 1.397.5 I` 3 1 I 1 I I I I Nk P 86 9 .398.3 5 , 4^ 3 11 r.. 39.fi Ir / .396.5 1 1 7 4./ L _EX. CEI _., `- I 1 11 1 1 111 1�InM/ 395.6' IIII 1 \ 393. .393.4 I 1 1\ 1 W >f B ` 'I" II I I Revone: 2 ' t' ... I ''•• 391.6' EX. MH q I \ / I , 6 74 r RAS .I .3.7 /1I 95.7 GRASS 395.10 \\i, I1 O ,386.7 .397.6 Job Number. 04210.0 .395. 1 \ „396.7 0Al2 I I II .4 X 39.7 ( > F.3981 ' 2 I \ 11396.5 1I II \•I File Name: Bae.dw0 'I 1 SOFTB,?JL F LD _ - - I E/ `ES i " ILL ' /__ / / x 39ze oF1 GRASS X _ - - \ JA / / 1 I \ \ sale: 1- 40• II m nn /Y 0JA6 1 7 1 / I \_ _ -_ / III �- /� 1 I Dale' March 25, 2010 / .395.5- - - / l l l Q• - - / / I \ -. a 1 1 / 398.5 T(P.) 1 I 0J 1 r \ .395.9 - - -' 39 .4 _ �C I I 0 0JA4 �98.6 2. �1 .397.6 I R N \ ��/! I 1' -SBO --'' i' I n LSE 399.1 \ I \ ABANDO D W .3 SJ n .395.8 / , I i I I RIM 390.84" .398.9 \\\ \ 11 \\\ y /// �M' \ / l I TI 10" AG (W>(i 1 8 39---,--/i - 1 • _ \.396.5 I 7 r 4 - _ BERM)N-(1� l 85,48' --- --' j 1 0 / n 398., `\ �T 3 �, 13 \ i/ /�f-'-3A ,' \\ LE 381.5 N DEMOLITION 3 / �i 1�' �' /7 / o ,� I -GRASS / LAN \ \ .399.3 .V98.3 / .44 - - - - - - -1 - - �7�-I 401- - /'' 31T5.2 �/- \ .3828 bSPHAJ, / / ASPHALT ME PA .399. /-' -' ;-GftY OF-$l�f�UNGT0 0 dUTH BU c DENSE - _- - 3 BRUSH Bur -kW-r 'lub I �. I \ 1 1 11 �_ _ \ Iy1,,n�f1� �n �l � / _ -- ------� i ,I/I / -711x dS11NiBANCE \1\1 i II i'y- " /�i- I j 5� 1 233 �1 \ / / / GRAD.. SCALE N Me �� \ \ ' _`\\\ \ / \� p10AU , w \ , I p VIS r` 1 ASPHALT / _ �� 1,1 1 I I I II Not. 1 \ 3 inch DI MT) M _ / / !��/ 8• M E° I I I I I I I I I II GRASS 403.1 Will .• TOPSOIL ANo— I zl ow 1 AIII II11 r3gt•.1 .I I x39" \ \ / / X 3/S.6 \ - \ \ I \\ 1 I 31p.1 I 4 Ir ----------`\ \, \I 1 I\ v \ 1i0 IM \ 1 150� �-►• - " G O S S E N S x 3 w 1 1 11 I I\ / b— B A C H M A N \ 1 , ° r 1 ARCHITECTS Montpelier, Vermont 05602 !� \°j1V B5 Granite Shad Lana X 9t3 1 I I �,1 ,\ i / J r P 802.229.1664 F 002.229.4822 .7 7 VENTURES INC GRAS�.. \ me rr. Am 80.863.225 vroswl 1 a / th. 802.863.6306 / 1 x 395.7 111 \ ` - _ _ A �. I I \ \ � fex R02.86JbJOfi J1 III X 3NA I I I 1 ARTIFICIAL TURF ,FIELD 1 f X. co , 1 e 1\ 1 11 I \ I \ 1 III \ I GRASS RIM 395.0' 1 II I X \ s95.f 1 I 11 o \\ IRV. 388.1' 1 V 1 I\ _ \ 1 ' - - - - - L I \ 1 IIII \ \ \ \ 11111 \ \\ \ 1 \ ' `f 1 / 1 i. 111 1' M \ ( 1 1 I II II 1 '1 OWNER GRASS I I -,IIII \ \ \ I 1 _ 1X4.91' ; '\ I ' • // \ The University I-/ 1Jui, + \\\ \\\ 1\\ I '=� III M.g( \ , =2 I°° Of Vermont 109 South Prospect Street / I \ I I I I o ND5 10• = Atf W I�1 1'lll 1 I / Burlington, Vermont 05405 I I I III \ I I I SEE Kim Val x 4 I I I X 311.7 i 111111 I I I \ A E Fax: 802-856-8895 It ,II 1 I 11 \\ 1 \ I\ \ a¢ Wit 11 11 11 I \ I'1 \, 'I 1 I I 1 1 x,5 I \\'ll 2 L. PROJECT 1 I 1 I 1 111 \ 1 I E>I 39 I \\ SOCaER FIELD \ �, I 1 I I I I 1 I t o N UVM RNV1 391.0'3 I \I I 1 v y�,7 1 \ 1 ND R SEATING FOR 1 I x � \ ! 1 I , \ \ \ 2,11F,0 SWSIDPPER 1 \ I I o Illlp4 I 1 I J00 SPECTATORS (NOTE 2) \ 1 I '• M L \\ Track 47 Spear Street j I 1 \\ I 1Spear. Vrmont 1! I/ II GRASS I o GRASS CO REl 0 11 C °L✓r1 II M X 1.9 X J0.1/ i 31 I 1 / ` �L � � I 1 ■ I rti �. '' .. 1 1' 11 \i I / II I I 1 (32 ■ r \\ 1 0l AND MMIEN'S LONG JUMP I I I I \ O \ L ( , AND TRIPLE JUMP RUNWAYS AND Pn5✓ D9D18 P1D AND �\ 1 � / / / � / � I \ m 1Na _ / , � I 1 •• 1 Joe Number: 09906.00 'X4 1 ( /' r/ \\ I / 1ELIN II'1 e: / /I I .�, \•. Id Fie Nam04210C12 I i� 1 I III — r 11 /TREES , I II m ,,' x397.8 // \\ I 1�-=, 395Ax \ 111 -- / 1 \ ' \ Scab: 1-MY 5 �\ 1 Gate: Merdt 25. 2010 I / 4' HCH CRMW( I LMom / r J VAULT RUNNAYS MrH -PROPOSED 9 LANE TRACT( /I X 310.4 I I 0 (NOTE-310 'DO&E c�u(?' IFN�S) I i j 11 M6mcEs 'NEST ENOD D SECTgN DN I %OTPUT PAD _1141 j3937 �„ ,- 111 LE N PROPOSED -'/J /� ` I' \I 1iN ,N1F•PAD AREA '1 ', 1 1BIG116 ( ' tIOWCRAIN p / _ / ° ,,O e LAYOUT '------� -- I ;AIDMPBGWH _ , ,;:-- r PLAN 3116.5 '\ x — — 1 319A / y. TH \ / DENSE — — — — /ASPHALT BIKE PA _ _' — ) e 12 \_ ' ' ' � -,�iiY OF-BI�L�GT 0 dUTH BU T • — _ �—�,y� %� — � FOR PERMIT S BMITT L BU ; Cs/ rr�c ry fub I� 233 �, MARCH 29, 2010 2 A \ 1 UTILITY NOTES: STORM STRUCTURE SCHEDULE: I ' �i5; R1096' ! '; L� E SCHEDULE A LEDGE SCHED� B 1. DEPENDING ON EXISTING LEDGE CONOIrDNS, THE CONTRACTOR MAY REMOVE ALL SOX TO TES! PR LEDGE PROBE LEDGE AND REDUCE WITH GRANULAR BACKFILL PER THE EATEMORK SPECIFDATDNS OR INSTALL Sn NEW 4' D STORM CB S15 NEW 5' D STORM CB O NEW SLOT DRAM CO NEW SLOT DRAIN CB �- -- i / _ - DESIGNATION 1 BB B• ltlAT14N (YiA(�e APPROX. LEDGE F1FY. UNDER DRAINS AS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL COORDINATE WITH ENGINEER - 395.38' RIM = 395.65' RIM - 396.0 RIM - J96.0' �� ��.-�� /�� F JAI LEDGE AT 28' 39C6 EV-1 ALL TO 7.0' - PRIOR TO THE START OF EARTHWORK. (SE) 10' PVC N (FROM ST14) - 392.45' (U 30- HOPE N (FROM ST4) = 387.70• 6• RC OUT = 394A7' 6' P;G OUT = 394.17' / / i i _ �.prT%t _ II - JAT CLAY AT 30' - EV-2 KL TO 7.0' - (W) 12' HOPE OUT (TO 512) . J92.35 (W) JO' HOPE OUf(TO „V) - 357.60' BOTTOM OF BASIN = 394.05' BOTTOM OF BASH . 394.08' •� �� /� _ _ _ - JAT CLAY AT 30' - EV-3 NU_ TO 7.0' - 2. ALL WATER PIPES AND SRV7CE CONNECTORS SHALL BE INSTALLED WITH A MINIMUM COVER OF SUMP - 391.35' SUMP = 386.60' CONNECT OUTLET TO IV PVC PIPE CONNECT OUTLET TO TV PYC PIPE i � � � �i-'----- JA1 CLAY AT 24• - EV-1 LEDGE AT SS' 390.4 5'-6' OVER THE PIPE ALL HOSE BIBS AND GROUND HYDRANTS SHALL BE SELF DRAINING TO A DISCHARGING TO ST15 DISCHARGING TO STt AT 392.35' JA5 CLAY AT 25' - EY-5 LEDGE AT 2.5' 394.E 5'-6' DEPTH, WINE VACUUM BREMER ATTACHMENTS AND BE LOCKABLE. S72 NEW 4' ID STORM CB Sf6 NEW SLOT DRAIN CS -- -_-- JA6 LEDGE AT 23• 396.5 EV-6 ILL TO 7.0' - RIM - 395.35 RIM - 3960' NEW SOT DRAIN CB t NEW !' D CB JA7 CLAY AT 32EV-7 LEDGE AT 5.7' 390.3 3. PROVIDE ONE NDN-FREEZE YARD HYDRANT WITH AN EXPOSED HEAD AND A 3/4' HOSE (E) 12' HOPE N (FROM STl) - 391.41' (NW) 6- PVC OUT (TO ST14) - 394.17' RN . 396.0' ® RIM - 395,50' JA8 SILTY SAND AT W - EV-8 RL TO 7.0' - CONNECTION AT EACH DO WT AND TRACK STORAGE BUILDING, CAMPBELL MANUFACTURING MODEL (W) 18' HOPE Our (TO ST3) - 391.31' BOTTOM OF BASIN - 394.08' 6' PVC OUT = 394,17' (SE) 6' HOPE IN (FROM ST6) = 392.50' \ I JA9 LEDGE AT 30' 394.3 EV-9 LEDGE AT 4.1' 392.0 YH-6 OR APPROVED EQUIVALENT. CONNECT EACH YARD KYDRMT TOW NEW 2' TYPE K COPPER SUMP - 389.95, CONNECT OUTLET TO 6' PVC PIPE BOTTOM OF BASIN = 394,08' (S) 12• HOPE IN (FROM ST15) - 392.50' J7(K 3NMA `1 JA10 CLAY AT 3V - EV-10 LEDGE AT 6.5' 390.2 SOME LINE AS SKIM. THE FINAL LOCATION OF EACH HYDRANT SHALL B: COORDINATED WITH DISCHARGING TO ST14 AT 30345 CONNECT OUTLET TO 10' PVC PIPE (NW) 12' VIDPE OUT (TO ST4) - 39240' S.9 JA11 CLAY AT 36• - EV-11 LEDGE AT 6.3' 390.9 THE OWNER. S7J NEW 4' D STORM CB DISCHARGING TO ST3 AT 389.75' JAt2 LEDGE AT 32' 393.8 RIM - 395.6' SAID - 391.40' EV-12 LEDGE AT 43' 393.3 4. PROVIDE WE NON -FREEZE (Xtp1ND HYDRANT WfM A 2' HOSE CONNECTION, ZIMN YODEL O NEW SLOT DRAIN CB JA17 CLAY AT 42' - _ (E) IS• HOPE IN (FROM Srz) _ �0.39' RN - 3%.0' NEW SOT DRAIN CB EV-13 ILL TO 7.0' Z-1365 OR APPROVED ECIMALENT. TIE H )RANT SHALL BE TOUTED ADJACENT TO THE CONCRETE (S) 12- HOPE N (FROM STD, STtO, ST12) - 390.39' 6- PVC OUT- 304.17 ST1 UM - 386.0' ®j NEW 1' D CB LEDGE PROBE _ PERIMETER CURB N TIE GRASS NFlEID AS SHOWN. THE TOP OF THE BOX SHALL BE FLASH WITH EY-11 ILL TO 7.0' (w) 2!' HOPE our (TO S4) - ]90.29' BOTTOM OF BASIN = 394.08' 6' PC OUT - 394.17' RN - 395.50' \ - Ev-1s LEDGE a s9' JBB.2 FINISHED GRADE. \ ,a LEDGE AT 36• 394.5 % Frcx FIN EV-16 N.L. TO 7.0' - SUMP - 389.29' CONNECT OUTLET TO 10' PVT, PIPE BOfrgl a BASIN - 394.08' (S) 12• HOPE IN (FROM ST7, S9, ST11) - 392.60' 6. AL PTROPOSED UIDRES SV11 H INSTALED UMDERGAOMD. \V-17 LEDGER 6.8' 389.7 DISCHARGING TO ST15 AT ??? CONNECT NG TO 71 10' FVC PIPE (E) P -HOPE OUT (TO Sn4) = 392.50' \ ` <E> B N.L. TO 48•IV-SI ' S' D STORM CB INCREASE LINE SIZE TO 12' AT ANCIDN DISCHARGING TO S15 ww = 391.50' \ \ _W C ALL 70 IB' - EV-19 KLSTO 7.0' J943 O RIM - 3WC E D LEDGE AT 12' 396.5 tv_z0 x.L To 7.0• - G O S S E N S GRADING NOTES: (E) 2C HOPE IN (FROM ST3) - 389.01' NEW SLOT DRAIN CB 1 1 E NL TO 48' - - (S) 12' HOPE N (FROM S14) - 359.0,' TUB NEW SOT DRAIN CB I I F LEDGE AT 4Y 395.5 EV-21 KLTO7AT .0 395.8 B A C H M A N RN=396.0• _ ARCHITECTS (RA) JO' TOPE OUT (TO SUS) - 3B8.91' 6' PVC OUT - 394.17' RIY - 386.0' / \ \ /� _ _ _ _ G ILL AT 8'' 3936 EV-23 NL TO 7.0' 1. ROUGH GRADING AND FINISH GRADING OF AD TRACK SHALL BE LASER GRADED WITH THE USE SUMP - 386.95' 6' fM; OUT - 394.17' \ \ \ / -' H N.L. lb 48• - _ BONNE OF BASIN - 10' PVC c EV-21 KL TO 7.0' OF A DUAL AXIS LASER AND USER GLIDED GRADER TO PLUS OR MINUS 1/8' OF DESIGN lXW0E5 CONNECT OUTLET TO 10' PVC PIPE BOTTOM OF fl451N - 394.OB' , \ \ - I N.L. TO 48' - 8 5 Granite Shad Lane AND SDPES. 1 _ EV-2S LEDGE AT 37' 392.6 CONECT OUTLET TO 10' PVC PIPE \ \ J NU_ 70 48' EV-25 LEDGE AT 6.0' JBO.D DISCHARGINGCREASELINE TO ST3 AT 2' AT DISCHARGING TO ST3 AT 389.75' ` \ O X 39" K LEDGE AT 18' 394.7 P 802. 229.I7861 Vermont F 80222954822 602 INCREASE UHE SIZE TO 12' AT JUNCTION EV-27 LEDGE AT 3.2' J91.5 \ \ L LEDGE AT 2V J9J.3 \ \ M KL TO 48' _ EV-28 LEDGE AT 2.0' 396.3 \ \ \ N LEDGE AT 15' 3943 EV-29 LEDGE AT 0.7' 396S C SCALE V I I ,I �)` \ \ s N.L. 1LEDGE 0 4e' 3937 EV- NL io io - VEIN ENGINEERING TURES INC \ P `1 EV_32 NL TO 7.0 Yon mer Sak2A,Brl'e Vr0wI \ T LEDGE AT 3W 30.8 2aa FI A ~ ~ M 2 C v ! EV-54 KL TO 7A' J�.7 tel. 802.863.622�s \ I N I 1 ; ` I 1 \ \ I ' V\ { EV-35 KL TO 7.0• - f 802.863.6306 EV-36 ILL TO 7.0' Engioeaiogvemum.cmm 1 \ A 1 EV-37 ILL TO 7.0' I l I ( �) I ARTIFICIAL TURF FIELD I '\ / _ _ _ y,40 CB ' I < £ 1 /' 1 11 1 / \ EV-39 LEDGE AT 3AT 6.6' 392.11 I \ i <E> I \ lill ` I GRASS , RIAI 395.0' tl \ I I \ I I X 386. I WC-4 D p EV-40 N.L TO 7.0' b ill `\ a \\ (\ IN;. 388.1' 1 •= 1 a cKlggH,RRR<nnApRRR < > 396. I - N1 1 ,- - - - -11 A\ 1 `' V-42 LEDGE AT 9 3.1' 3nB IT M PL 1-` EV-43 LEDGE AT 2.5' 396.5 \ EV-44 LEDGE AT 4.W 397.0 '��S I N ; 3 0 ' EV-45 ILL TO 7D' - OWNER %�'-+�I;ii \ \\ r \\ I �!. f X 2 �C III i .$ �• EEV-447 LEDGE AT 26' JB24 The Universit`, 394-9 II 1 I 1 / EV-48 KL TO 7.0' J REMOVE EXISTING THRUST BE= AND GP I I 393.g \ 1 M P -G x`END 6' WATER LANE TO NORTH I X 1 'I 3�' Of Vermont \ I Y SOE d PROPOSED 7RACN BLEACHERS 109 South Prospect Street FOR PERMIT SUBMITTAL Burin ton, Vermont 05405 gg N a I I I I I I Tel: 802-- M-8 9 1 1 x " I \ o X 39a. s• WCIILE IRIN WATER MAN I I I \I MARCH 29, 2010 Fax: 802-656-8895 I I I 1 I\ SEE DETAILS C2 �/1 AND C2.2/2 III O 1 I PI 1 'l11 E THRUSTBLOCK I0 GAP. WITH I i H • I I \ ,I \ I i` I I 2' TAP FOR WATER SERVICE LINE 1 73 1 6- X 4- TEE FOR 4- DS FIRE LIE 11 I \ F I I \ 1 PROJECT 4' DUCRI N011 FIRE HE ,• �' ' I I SEE DETAIL C2.2/0 n LtLIIG To R14 394.0t I \\ SOCQER FIELD SEE DILS 62.2/1 AND C1.2/2 c"i Q,V � ( I 1 UE UVM INIA 391,0'3 1\ \\ 1\ °° I I j -Uc j I I , \ 1 Ip W I GRASS LINED WALE fENERED OVER , I 1 I , \ Track PIPE BETWEEN CATCH BASINS I I L \\ 1 I I I I H \ , 1 SLOPE - 0.010. SEE �EUX 147 Spear Street 4' PVC IRRIGATOR 1W. CONNECT �0 I i i / 1 G�ASS EXISTING IRRIGATION AT SOUTH595T t4 I 12 HOPE 396 1 DB I Burlington, Vermont CORNERS OF\ s< a. 1 I 242'3 30',DPE / FIEND (16 RNDICIOiD. \� \ st 3 1B' I 3 sr2 - / GRASS 1 S• 0.005 /••- f I _ / 1 I 1S 3 &' HOPE FRWE BIB J 1 I 1�,p,� - ` ST4 16.32 ill T1 I 196.32 j 1 li I \\ 11 � 396 - 6.3 -cylI I � � Ev- ,66'3 ID' tX t45'3 ,D' we I 1 t50'3 10' PVC , W �E s• 0 L 10 s= o.IK2s -- -- B_1 s- 0.005 I I I Sr 96.32 �396.E II 396. 1 I 43'1 12' PVC .196.1� / - IX III I 11 III I\ Liti10Pr'tRcy 396.32 ST8 If EV-, s o.os 1 6.t8�,z + 1 I tx I I n / 5 \ -z 396118 1 Ev-18 + ,x SEE DETAIL PERFORATED 26/6 �D / I I ; 11�� HP.Izl��s: / I JE3* 9 1 0� 1 fV-22 /UE/ I t1T + - I UD .0 ''15 EV-2 1 'I \11X UD \ II 1 1 II , I L /-1i 1 NEW GROUND HYDRANT EV-24 1 I Ev_2\ 1 I � SE E unLTn NOTE s. 1 I I 1 � /o/ I I \ W 11K31239 395 ' fa\ i- / \_ LANDING PD�TE EV-25 I I '\ o- Tl / I 1 Job Number: 042100 CHIDING PR UNDERDRAIN6 TIE 1 \4 \ I I 1 / I �� INro TRACT( SEE DETAIL yA5 > Nro TRACK urDERDIRAXAS I I ] 1 - / 55 A 0.005 1 / 396.32 y7X I EV-26 SHOW K COPPER SEIMCE` C SHOWN. SEE DETAIL C2A/6 11 (39D.4 1- x y -30X 7/, I Fie Name: Base.dwg 75'3 6' HOPE 1 SINE SEE DETAl1S C2.2/I ( I I \ 66EV-28 1 ,� 5= O.ODS 1 / AD C2.2/2 ` a EV-32 1 + 1 I - - �� 396.3 Y / / ]97.8 / P I f NEW SOT DRUM j1YP) V. 97.0 \ 398.4 •- ,/319 z5 I / - _ I / ES , m / / X uAAIRItSS LINED SWALE , x CQ1WCT/1• WATER SUPPL �\' - I \ \ scale: ,'-40• SLOPE - 0.010 HOLD ELEVAWOH (E I j I + \ / + - - i0 STEEPLECHASE PIT 11 \ j� X .6 J / DRAIN - 396.0 \ AND PIT 1 _ EV-20 DETNt C2.t/t I I_,�Z2S _ _ _ - I 397.25 6' PEIBWGTED PVC CIDETDRAN PVG 5ORNIN _EY- b 2V �,� I�'3 12' HDPE 39R�1 + vI .32 r + (lYP). SE DETAIL C2.6/6 '()7) C2.5/3 / X 390.4 - EV-3s - I p Date: Marts 25. 2010 5• lD5 EV-33 I-390 -7 / FyNp, \ �\ I / I A�UD /III / •Jr"' UD-"P E��1{W'DROUD MpW�f EV-37 ) I , I 1 1xall,- // GRASS LINED I \\ I C UD EV-36 � Y` UR1rY NDI��• - r / / /p - ROPE - Ott UD �SEE DETAIL.DETAIL.cz1/N EXWNG25'WIDE \ 1 \ 39s.32 , ,,,, , - , \ PROPOSED 11L EV-40 BIKE PATH EASEMENT. I I -�-UE C/� / / / / / STI1 - - ) 18" LE p Ev-a 95. S 1 I I tiiJ uE 9 '396.3 \ ___ _-399 �EV-4 1 X ,__ d9s; i GRADING AND \ VEV-43 \ I . J965. 149•i ,2•N�E X 165'310'1M: ,%� 1 •�. UTILITY PLAN \ �yv`' 47 s2. = 396. / E \ \- ]99A 397 785.2-Y-- ' X /39t.6 PHL11bINE p IASPHAI�\ / �-- 1 ASPHALT BIKE PA / OF-B�URLAGTO 0 LATH BU C13DENSE BRUSH `Bur�fr(�rj,-CZil�r�tt� .C'fub Ir��� C .RtnN I _ EROSION PREVENTION AND SEDIMENT CONTROL NARRATIVE THFROM DESCRIPTION E UNIVERSITY OF VERMONT IS PROPOSING TO REPLACE THE PARTIALLY DEMOLISHED, EXISTING ATHLETIC TRACK IN THE ARCHIE POST FIELD COMPLEX. GENERALLY LOCATED SOUTH OF THE GUITER50N FIELD HOUSE, WEST OF SPENT STREET AND NORM AND EAST OF THE RECREATIONAL BIKE PATH ON THE UNM ATHEIICS CAMPUS. THE PREVIOUS TRACK RJRFACE WAS SEVERELY WORN AND WAS NO LONGER AN ADEOIATE SURFACE FOR RECREATIONAL OR INTERCOLLEGIATE USE THE REMAINDER OF THE TRACK WILL BE DEMOLISHED AS PARR O THIS PROJECT N AONIION THE EXISTING VARSITY SOFTBNL FIELD WILL BE DEMOLISHED AS PAW O THIS PROJECT. THE PROPOSED TRACK FACILITY WILL INCLUDE A NEE LANE OVAL RLM" TRACK APPROXIMATELY 500 FEET LONG BY 275 FEET WIDE. BLEACHERS WILL BE INSTALLED ON THE NORM SIDE OF THE TRACT( (FACING SOUTH) THAT CAN ACCOYIDMTE UP TO 300 SPECTATORS. THE PROPOSED TRACK WILL BE DIRECTLY SOUTH OF THE NEAR TURF FIELD, AMA 100' FROM THE CENTER LINE OF SPENT STREET. WIDE THE TRACK THERE WILL BE A STEEPLECHASE WATER PR, FOUR LONG JUP/TRPLE JUMP PITS WITH TWO RUNWAYS, A SHOT PUT PAD, A DISCUS THRONING PAD AND CITE, TWO POE VALT BOXES WIM ONE RUNWAY AND TWO ,MVELIN RUNWAYS. THERE WILL BE A SMALL STORAGE SHED TO THE WEST OF THE NoRrTNI'EST SIDE R1 i*Wr AREA SOILS 11FDR11110011 THE PROJECT AREA IS COMPRISED OF THE FOLLOWING SOILS AS MAPPED BY THE SOIL CONSERVATION SERVICE. THE DELINEATION O THE SOIL GROUPS 6 INDICATED ON THE SOILS MAR INCLUDED ON SHEET CD - CODER SHEET. SYMBOL:OLE SLOPE % O PROJECT ERODRLUTY ROUP RANGE ARU FACTOREKI CV COVNGTON 0 - 2% 31.3% 0.49 SILTY CLAY YEE VERGENNES 2 - 6% 661% 0.49 CLAY FAC FARMINGTON 5 - 201E 1.4% 0.32 IXTRBIELY ROOKY LOW FU FILL WD -- 0.5% -- BECAUSE O THE SHALLOW TO GENTLY SLOPING GRADES. THE SOILS ARE EXPECTED TO AWE SLIGHT TO MODERIIE EROSION POTENTIAL. EXISTING me PROPOSED DRWAGE PITIIERMS -� THE ONSITE CONTRIBUTING AREA TO THE ENGETSBY WATERSHED CONSISTS OF THE SrORMWATER GENERATED BY THE PROPOSED TRACK IMPROVEMENTS AND THE EXISTING FIELDS TO THE WEST AND NORTH OF THE TRACK. THE TRACK SUEACE WILL BE IMPERVIOUS WITH A SLOT DRAIN ALONG THE INSIDE EDDE OF THE TRICK THE TWO TILL BE SLOPED FROM THE MT90E TO THE INSIDE. ALONG THE SLOT OWN TO COLLECT STORM WATER RUNOFF, CONVEY IT T11DI1GH A PROPOSED UNDERGROUND STORY DRAM SYSTEM AND WILL DEN BE DIRECTED TO AN EXISTING STORM WATER TREATMENT POND WEST O THE SITE N THE ENCELSBr WATERSHED. THE DISC1WiCE FROM THE POND THEN MAKES IT WAY TO ENGEISBY BROOK. STORMWATER RUNOFF GENERATED BY THE STORAGE BUILDING AND OTHER IMPERAOUS SURFACES PERIPHERAL TO THE TRACK WILL BE COLLECTED N THE SAFE UNDERGROUND SYSTEM AND DIRECTED SI MAARLY TO THE IXbTNG TREATMENT POND. ThE REMAINING AREA CONrwunNG 10 THE WATERSHED CONSISTS OF ROW SHEETING ACROSS EXISTNG GRASS ATHLETIC FELDS(NOT TO BE MUM AS PART O T16 PROJECT) . THIS 6 BE COLLECTED N EATER AN EXISTING CATCH WIN NOTHWESI O TRACK LONG THE EXISTING BIKE PATH. OR INTO A PROPOSED CATCH WIN WEST O THE TRACK, BOTH SIRUC71JRES DELVER TO THE EXISTING STORMWATER TREATMENT POND. THERE 6 A SMALL AREA O THE PROJECT THAT CDNTRIBIRES TO THE CENTENNIAL WATERSHED. EARTH D6IUREMN,E WITHIN THE ONSFIE CONTRIBUTING. AREA WILL BE LIMITED TO THE INSTALLATION O UNDERGROUND URUTIES AND THE CONSTRUCTION STAGING AREA THE ONSTE CONTRIBUTING AREA TO THE CENTENNIAL WATERSHED DISCHARGES TO THE NORI EAST CORNER O THE ATHEIX CAMPUS VA A SERIES O GRASS UNED SWAES AND A CLOSED STORMWATER SYSTEM AND TRAVELS NORTHERLY ALONG THE SPEAR STREET ROADSIDE DITCH TO A POINT MID -WAY BETWEEN THE NORM AND SOUTH ENTRANCES TO THE WTERSON PARING AREA THIS CULVERT ON6 EASTERLY UNDER SPEAR STREET AND THROUGH THE EAST TERRACE DEVELOPMENT. THE DRANGE 5 COLLECTED N THE CITY OF SOUTH B RIMON CO LECDON SYSTEM ON EAST TERIKE AND ROWS TO MAN STREET THEN 10 CENTENNIAL BOOK ON THE NORTH SIDE O CATAMOUNT DIM. THE FOLLOWING TECHNIOUES WILL BE UTILIZED AS PART OF A SEDIMENT AND EROSION CONTROL - APPROO ADE SIIL■IG AD WSIE AREAS /�'- THESE ARE APPROVED LOCATIONS WHERE NON -SOIL, NON-EROORE MATERIALS MAY BE PROGRAM THE SEDIMENT MID EROSION CONTROL PROGRAM WILL DE WPEMENTED IN RINSES. 'STORED. SOILS SHALL NOT BE STORED N THESE AREAS. '- CERTAIN ITEMS FROM ONE PILBE WILL 11KLLY OVERLAP OR TARE PLACE CONCURRENTLY WITH �� /OOP RFIIS FROM OTHER PHASES 1HETWIG MID USE OF THESE TECHNIQUES 6 FURTHER DEFINED �� 'i; i NIET PROIEICII01l ., � IN THE CONSTRUCTION SEQUENCING FOUR ON SHEET C2.0 - EROSION PIEVENTXN AND THE STRUCTURAL MEASURE 6 A PERMEABLE BARRIER NSU/LED AROUND NETS IN THE \ SEDIMENT CONTROL DETAILS AND NOTES AND ARE INDICATED ON TH6 PAN. FORA OF A FENCE, BEI01. OR EXCAVATION AROUND AN OPENING, THEREBY REWCNG TIE }C9 381.4 SEDIMENT CONTENT SEDIMENT LADENWATER MET PROTECTION 5 EFFECIVE N 5 SiI�IIID 0016IRICIION EEIRWL% THIS STRUCTM MEASURE 6 A STABILIZED PAD O AGGREGATE LaIDERU N WITH TITER FABRIC PREV04M SEDIMENT LADEN WAGER FROM ENTERING A STOW GRAN SYSTEM THOW EXISTING AND PROPOSED CATCH BASINS. TIER WILL RERAN N PUCE AND BE MAINTAINED LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE UNTIL THEPROJECT SITE HAS BEEN PERMANENTLY STABILIZED. SEE DETAIL C2.1/3 FOR TO OR FROM A PUBIC RGHT-OF-WAY. STREET. ALLEY, SIDEWALK. OR PARKING AREA THE CONSTRUCTION AND MAINTENANCE OF T16 SEDIMENT AND EROSION CONTROL TECHNIQUE. \ PURPOSE O A STABILIZED COISiRJCDON ENTRANCE 6 TO REDUCE OR BYATE THETRUCKING OF SEDIMENT ONTO PUBLIC IN RACE1'DyL AND BE MAINTAINED UNTIL M PROJECT -INS BEEN PERYANENTLY6SUBIWILLVED. ONRE"CE IS IN AREAS THAT PAVESLOPES GREATER THAN I{� 11 I IIIIII IIIttOOp � SRU � REMOVED, THE IMPACTED AREA SHALL BE SEEDED AND MULCHED. SEE DETAIL C2.1/4 FOR llff##WW INDICATEDONWALLEDb PLAN TO 3 CONSTRUCTION AND MAINTENAKL O THIS SEDIMENT AND EROSION CONTROL TECHNIQUE THE EROSION POTENTIAL THE NETTING 6 TYPICALLY IMPREG"DED WITH GRASS SEED AND SOMETIMES STARED TO THE EXPOSED SOIL. THESE WILL REMAIN N PAGE AND BE AT FFIIpIC. MAINTAINED UNTIL THE PROJECT SITE HAS BEEN PERMANENTLY STABILIZED. THIS STRUCTURAL MEASURE 6 A TEMPORARY BARRIER O GEOTEXTEF FABRIC USED TO TEIPOIMBF SMUM TRW. --_ SIED■OR LADEN RUNOFF FROM SEAL LEAS O pSTIE SOIL R 6 116 STRUCTURAL MEASURE b A 1ELP(X+Mf IXGVATXN AND/OR EMBVMIIENT THAT 6 WALLSINTERCEPT AREAS AND OF ISTALIID ALONG THE PERIMETER O IMPACTED AREAS AND ALONG THE BASE O THE FILL CONSTRUCTED ACROSS A DRAINAGE WAY OR AT OTHER SUITABLE LOCATIONS TO NRERCEPT \ 387.1 9 G O S S E N S j BA C H M A N ARCHITECTS 1 ,^ O J 85 Granite SNeO Lena / O _ MantPeller, Vermont 05802 P 802 229 1664 F 802 229 1822 SLOPES. SILT FENCING 6 EFFECTIVE N RrtDUM STOFNWATER RUNOFF VELOCITIES, ASSIST N THE OEPOSMON O 1RANSPOtTFD SEDIFNT LOAD AND PREVENT EROSION O SOILS ONTO ADJACENT AREAS. THESE WILL RERAN N PLACE AND BE MNNTANED UIRIIL THE PROJECT SINE IU6 BEEN PERMANENTLY STABILIZED. SEE DETAIL C2.1/1 FOR CONSTRUCTION AND MANTIDWa OF THIS SEDIMENT AND EROSION CONTROL TECHBQIE. C0161RICIOW(CF) OR CHAIN UNKA FENDING. 8 SEgYEM LADEN RUNOFF ND TO TRW AND RERAN THE SEDIMENT. TEMPORARt! SEDIMENT BESIS ARE EFFECTIVE N INTERCEPTING SED16M LADEN RUNOFF AND REDKNG THE AMOUNT ES SEDIMENT TUNING THE BELOW AREA PROTECTING CRANMF WAYS,.7 THE N PACE AND E M RIOTS -OF -WAY BELOW THE SEDIMENT BASIN. THESE WILL STABIEMAINLIZED. PLACE AND O MAINTAINED UNTIL THE PROJECT SITE HAS BEEN PERMANENTLY SiAIWIZED. SEE DETAIL C2.0/1 FOR CONSTRUCTION AND MAINTENANCE O THIS SEDIMENT AND EROSION CONTROL TECHNIM. X 3113 \\ I \ \ \ � I \ . M PL - 1 ENGINEERING VENTURES INC 7N Avmpe3AiN 2A, BuRw FMa g1.,VT05MI THIS STRUCTURAL MEASURE 6 M79LED ALONG THE PERNEIER O THE PROTECT AREA N MANY I J ENA 802.863.6225 CASES THE LIMIT O DISTURBANCE WILL COINCIDE WITH THE FENCING OR INDICATE BUPER AREAS LHTS O 0671,NBAACE Ee V TO BE PROIECU THE FENCING 6 EFFECTIVE WHEN USED TO SEPARATE THE PROJECT AREA FROM ADJACENT AREAS USED BY THE PUBLIC THESE WILE RERAN IN RACE PAND BE MAINTAINED THE CONTRACTOR SHALL CONTAIN ANY EARTH MOVING ACTIVITIES WHIN THE DES== LIMITS SILO IN ON THIS PUN. THE ENGINEER SHALLL REVIEW THE SITE TO MAKE ANY UNTIL THE PROJECT SITE HAS BEEN PERIWENTLY STABILIZED, ADASMM TO ACCOUNT FOR ENVIRONMENTALLY SENSITIVE AREAS. SPECIMEN TREES AND WPRODMITE SOIL SFODM LEAS SPECK AREAS O CONCERN. •� r^ y� \ 11 l n ,1 7C 1 / L`^ s THESE ARE APPROVED LOCATIONS INHERE TOPSOIL AND OTHER SOIL MATERIALS MAY BE STORED. THESE STOCKPILES WILL B PROECIED FROM EROTHE DOWN GRNISION BY A NUMBER OFO METHODS, NNDING WALLING WALLING9LT FENCING AROUND ENT PERIMETER O THE STOCKPILE AND ` I \ O SEEDING AND MULCHING THE STOCKPILE WHEN NOT N USE FOR MORE THAN FIVE DAYS. Is CNIMS, `F f > T -�T I //^ _---\ 1\ 11\II". M L \\ 1 \\ OWNER THIS STRUCTURAL 11FASUIE 6 A SYAL IEYPoRNN' STONE DAM THAT 6 CONSTRUCTED ACROSS A I J I 1' The University q p q DRAINAGE NAY AND ARE INSTALLED N LOCAT06 O CONCENTRATED ROW O STORMW TERRUNOTTI DMIS ARE DOM PHRNRIW/ 1 3 ° THE STONEBY DRAINAGE CHANNEL �TRICCTNG THE VELOCITY OF OF MAN M THE pWWE- THESE m ). N PACE AND BE MAINTAINED UNTIL THE PROJECT SITE HAS BEEN PERMAEKLY STABILIZED. SEE 1 �5.2 1 I 1 \ ■ Of Vermont DETAIL C2.1/2 FOR CONSTRUCTOR AND MWERAICE ODES SEDIM M AND EROSION CONTROL TECHl011E. ,I y- I 394.9 I I \ I 19 \ 1 I M P • \ 109 South Prospect Street i \I 1\ �� Burlinnggton, Vermont 05405 < \ I - Tel:802�56-3208 1 1 \ I 1 { Fax:802-656-8895 I X 3994 X 396.7 z3 1 11 III i I1\ 1 \` 1 � PROJECT X3911 1 \\ XwbdiS I \1 11 L UVM Ej CB 1 WATER����// 1 1 \\ SOC4ER FIELD \ W' igg 1 I 1 0E11 ( 1 I 1 RIND 394.0�1 UE-� I I ' I 31V 1 , X Track TO EX671L CCHAI FENCING II 1 11 1 I \ O 147 Spear Street I 1' { M L \ I I Burlington, Vermont I \ I \\ 1 11 r5.9 111 I P G s / uell 1921 Tot = SEEE�EROSION/ ER EU J \��_ Ind Recofds - _/ A'ID fT coNrltOl I I / CONNECT COSTRUMM FENCING GIPS$ FOR OMNAGE I I / / YO EXISTING CHIANC NK FENCING , 1 I 393.9 / DESCRPIION I \ �i� / l a T I .r- - • 6.32 1 1 96.32 1 % 11` I I` `1 See I I 1 P J \� . 395.1I / � � / -� 96.32 396.+ I 1 A 396 39611 ReNsbns: SURFACE STABILIZATION �' I ,' `� 396.1 L_ 396.3z `\\ y E 3 618 L +11 Ill I Y III 1 I 1 396* \ \\ I MUM TRACK MACE I I / / \ \ \ 96.32UE I I / I \ 1 3 j6.3 '1 1 •w:/A1,;�l4. r.r I AT / / »E 1 IL �/ J f I I I I , I I \ .../. COILTFIE PADS FOR BLEACHER SYSTEMS I / �� `^;,;•.. I / / /., / Job NumGar. 04210.0 I PROPOSED TOPSOIL MID SOIL II I I \\ �\ w X 396.3 File Name: Baee.dWg i / 1 I I STOCKPILE ON OF THE F I / I l J 1 THE REMAINING AREAS %A11 B CONSIDERED LAWN , I /' / / 306.32 11 U II CONSTPQD �oF rHE f I I 1 j .1 x 39 7 / AREAS AND BE TO SOLED AND SEEDED N , I , / \ '� / w! xr 1 ACCORDANCE WIND THE EROSION PREVENTION AND / , / / \ '4• 1 / 1 \ + 1 / - 396.3 y E 1 Sf•Ak: i•.1O X \ -' ""'H + X I I 1 /T/,F Date: March 25, 2010 SEDIMENT CONTROL NARRATIVE / � 397.8 / 397.25 +39-L2S / 4 / \\ // 1 7.2 X310.4 / z• (TAP.) / + F 396.32 ��� -390 FOR PERMIT SUBMITTAL I I /'/ YtP)^�� zP) �\ / l i - - ul I I� q (F / 1 ,� MARCH 29, 2010 3 A9 / / ° EROSION 1 \ P \\ 1 PREVENTION X 395.E ,,,, / 596,32 " X� AND SEDIMENT _-------399 \\\ I X i. CONTROL 396.3 96.32 �56 396:3 _ E ___- • � ' PLAN GRAPHIC SCALE - a o a N 499.2 399.8 T ,y \ JB51 1 a1- _-- -- /ASPHALTX0IK TN --DE - --- C 1 4 X N4.s X /J91A ,f00TPATH AT THE " b ( DI �) - -" - _ /ASPHALT BIKE PA _ - _ 1 I-h - 40 h - �- O TO - = O L - _ Air� / � //_- BRUSH \ ,Mp BUf�r�c�q,�C�l,>r�ti�,.OtUi) If1Gi / -�� � III ND � F -B�L-+PSG 0 F�UTH BU I ..A A --.111 211 V 8� 151- SECTION 12a z TO 4" CRUSHED STONE SEDIMENT TRAP OVERFLOW 12' BELOW TOP OF BERM DOSING GRADE EARTH BERM pn�. 12' OF 2- TO 4' CRUSHED STONE ___ ____ ___ ''a - EXGVAFD AREA FOR SEDIMENT TRAP PROFILE SMNW TRAP SCHEDULE AP NOTES TRW MAXIMUM! AREA illAM VOLUME OF SEDIMENT TRW HEIGHT OF OUTLET OUTLETBOTTOM OF POND TOP OF POND ST-1 9.2 a. I 16,680 0. B 12' PP I 383.D I 393.5 ST-2 1.7 m I MINT cl. Y 12' PPE 1 390.5 1 392.5 1. INSPECTION AND REQUIRED WMTEILWCE SHALL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HOURS AFTER EACH PALM 2. SEDIMENT TRAPS SHALL MEET THE VERMONT HANDBOOK FOR SOL E31351011 AM SENEI7T CONTROL ON CONSTRUCTION SITES. 3. MNMN VOLUMES AND WHET SIZES FOR EACH TRAP ARE LISTED N THE SEDIMENT TRW SCHEDULE SHOWN ABOVE 4. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS 016GINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO OE -HALF OF ME DESIGN DEPTH OF TIE TRAP. 5. SEDIMENT REMOVED FROM TIME TRW CALL BE DEPOSITED N A SUITABLE AREA SO AS TO NOT CHASE EROSION. 6. ALL EMBANKMENTS FOR SEDIMENT TRAPS $TALL NOT EXCEED 5 FEET N HEOR AS MEASURED AT THE LOW POINT OF THE ORIGINAL GROUND ALONG THE CENIFAUE OF THE EMRANKMER. 7. EMBWKMENIS SHALL HAVE A MINIMUM 4-FOa-WDE TOP AND SIDE SLOPS OF 2.1 OR FLATTER. THE EMBAIRMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT MULE IT'S BEING CDI SimicaD. 8. ALL EXCAVATION OPERATIONS SHALL BE CARRIED OUT N SUCH A MANNER THAT EROSION AND WATER MOTION SHALL BE MINIMAL 9. ANY EXCAVATED PORTION OF SEDIMENT TRW SHALL HAVE 2:1 SLOPES DR FLATTER. 10. EACH TRW SHALL HAVE A PIPE OUTLET AS NOTED IN SCHEDULE RAVE. 11. AREA UNDER EMBANKMENT SMALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROUT MAT. THE POOL AREA SHALL BE CLEARED. 12. THE FILL MATERIAL FOR THE EMBANKMENT SHN1 BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONE, ROCKS, ORONO MATERIAL OR OTHER OBECnOWL MUERAL THE EM6WIMENT SHALL BE COMPACTED W TRAVERSING WITH EOBMENT WHILE IT 6 BEN COSFRUOED. 13. CONSTRUCTION OPERATIONS SHALL BE CARRIED OLD N SUCH A MAKER THAT EROSON AND WATER POLLUTION ARE NAMED. 14. INSTALL A 12' WTETER PERFWTED RHT ON THE END a THE 12' PVC STORINATER POD OUTLET PIPE FOR SEDIMENT TRAP ST-1. SURROUND THE RISER PPE WITH 3/4' CLEAN WANED GRAVEL, PRQDE ENOUGH STOLE TO FEVER THE PASSAGE OF SEDIMENT MO THE TAR PIPE. THE POSER RIM 4A1L BE SET TO AN ELLVAON THAT WILL PROVIDE THE RECORD TRAP VOLUME SHOWN N THE SCHEDULE ABOVE. THE RISER PIPE SHALL BE REMOVED AND THE TRASH PACK 004M WHEN ALL CONTRIBUTING DRAINAGE AREAS ARE PERMANENTLY STABILIZED. 15. WALL A 11' DIETER OUTLET PIPE N SEDIMENT TRAP ST-2 AND CONNECT TO THE STDRM PPE RUNNING BETWEEN ST-4 AND ST-5. FLOWS FROM SI-6. ST-15 AND 57-16 SHALL BE DIVERTED TO SEDIMENT TRIP ST-2. TIE DIVERSION AND TRW SHALL BE REMOVED AND TURN ILL CONIRBUMNG DRAINAGE AREAS ARE PERMANENTLY STABILIZED. TEMPORARY SEDIMENT TRAP DETAIL n SEEDING SPECIFICATION HYDRO SEED SPECIFICATIONS: A FERTILIZER 19-12-19 50 LBS PER 1D00 GALLONS OF WATER B. LIME: 100 LEIS PER 1000 GALLONS OF WATER C. SEED ALL ATHLETIC FIELD AREAS AND ALAACENT AREAS WTDN A74FIC COMPLEX FENCIOBOTH GRASSED AND SOD ARFAS)ATHETC FIELD SEED MIX, APPLY 6 IDS PER 10DD SOARE FEE (75 lB5 / 1D00 GALLONS OF WATER) 4OX (98/85) KENTUCKY BLUEGRASS 2OX TOUCHDOWN KENTUCKY BLUEGRASS 2011 FAMOUSAM94CA KENTUCKY BLUEGRASS 20% AURA 3000 PERENNIAL RYEGRASS ALL OTTER ANUS LAM SEED MIX i1 71.46% MIN FUTUPA 3000 PER RYE GRASS UALX MIN DYNASTY TALL FESCUE 9.74% MIN CREEPING RED FESCUE 2.3211 MAKCRDP 1.61 MAX INERT 0.06X MAX WEED D. MULCH: 300 LBS PER 1000 GALLONS OF WATER E. TACIFER 5 LBS PER 1000 GALLONS OF WATER MANUFACTURERS TAG SHALL BE GIVEN 70 THE PHYSICAL PUN'S GROUND MANAGER PRIOR TO SEEDING FOR APPROVAL. SEEDED AND MULCHED ACAS TO HAVE STRAW ONLY. NO RAY MULCH. ALL STRAW REDS TO BE ANCHORED WITH NETTING. CONTRACTOR TO CONTACT ROSE LELAND GROUNDS MANAGER: 656-2186 WITH QUESTIONS. FOR PERMIT SUBMITTAL MARCH 29, 2010 CONSTRUCTION SE6 ,-NCING I TIE FOLLOWING 6 AN ANTX:IPATED CONSTRUCTION TIMETABLE. THE OUTLINED CONSTRUCTION TIMETABLE 6 SUBJECT TO CHANGE WE TO A PHASE 4 - CONSRCCTION OF THE RBAOOED SOFTBALL FEUD (CONTIMM) THE ENGINEER/ENVRONIMENTAL SPECIALIST SHALL NOTIFY THE CONTRACTOR WHEN CHANGES IN PRACTICE ARE NECESSARY TO COMPLY WITH NUMBER OF FACTORS THAT CANNOT BE CONTROLLED. HOWEVER, E IT IS NECESSARY TO ADJUST THE CONARUCTIDN TIMETABLE, THE 23. ANY DISTURBED AREAS THAT WILL NOT BE PART OF ANY FUTURE WORT( SHALL BE PERMANENCY STABILIZED IN ACCORDANCE WITH THE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN AND THE TE 46 AND CONDITIONS OF THE INDIVIDUAL DISCHARGE PERMIT FOR CONTRACTOR SHALL STABILIZE THE AREA BEING WORKED PROP TO MOVING TO A DIFFERENT AREA OF THE SITE. IF WORK MUST EXTEND PROCEDURE FOR REPLACING THE TOPSOIL AND INSTALLING PERMANENT EROSION CONTROL MEASURES CONNED BELOW. STORMWATER RUNOFF FROM CONSTRUCTION SITES. THE ENGINEER/EM9RONMENTAL SPECIALIST SHALL BE RESPONSIBLE FOR INSPECTIONS, BEYOND THE LIMITS OF CONSTRUCTION, AS OUTLINED ON THE PLANS, THE CONTRACTOR STALL AMEND THE PERMIT BEFORE ANY WORK 24. ANY DISTURBED AREAS WHICH ARE ROUGH GRADED AND AWAITING TOPSOIL OR HARD SURFACES OR WHICH WILL BE RE-GRWFD LATER PHOTO DOCUMENTATION, AND RECORD KEEPING AND SHALL, BIWEEKLY DURING PROJECT CONSTRUCTION, FILE WIIH THE DEPARTMENT OF COMMENCES. WRING CONSTROOTION, SHALL TEMPORARILY STABILIZED IN ACCORDANCE WITH THE PROCEDURES OUTLINE IN THE TEMPORARY SURFACE ENVIRONMENTAL CONSERVATION. WATER QUALITYpNSION, STORMMATER SECTION A REPORT OURINING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL EROSION CONTROL MEASURES DELINEATED ON THE PLATS STABILIZATION SECTION a THIS NARRATIVE I CONSTRUCTION STATUS AND ANY ADDITIONAL MEASURES THAT ARE NECESSARY TO MINIMIZE EROSION THROUGH ALL STAGES OF CONSTRUCTION. THE CONTRACTOR PHASE 5 - CONSTRUCTION OF THE PROPOSED TRACK 2. EROSION CONTROL MEASURES IN PLACE AT THE TIME OF THE REPORT. SHALL HAVE EROSION CONTROL MATERIALS AND INSTALLATION EQUIPMENT ON SITE AT ALL TIMES. 1. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO UTILIZE HALL ROADS USED IN THE PINSFS 2 AND 4 TO FOR THE MOVEMENT OF 3. NEW MEASURES UNDERTAKEN SUBSEQUENT TO THE PRIOR REPORT. PRE-CON6DIUCI ON C��CE MATER41. 1. THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE REMAINING PORTION OF THE EXISTING SOFTBALL FIELD AND TRACK, THE EX19ING 4. EROSION PROBLEMS ENCOUNTERED AND HOW AND WHEN RESOLVED (TRUE S OF THE ESSENCE) (PHOTOGRAPHS REQUIRED). 5. STATUS OF THE PROJECT IN TERMS OF CONSISTENCY WITH THE PLANNED CONSTRUCTION SEQUENCE. 1_ A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD AT LEAST ONE WEEK PRIOR TO THE START OF CONSRCnON WITH THE IRRIGATIONSYSTEM AND MISCELLANEOUS STRUCTURES IN THE AREA OF THE PROPOSED TRACK AS INDICATED ON SHEET CIA - DEMOLITION 6. GENERAL DESCRIPTION AND OLANTIFICATKN OF AREAS DISTURBED AT THE TIME OF THE INSPECTION,CONTRACTOR OWNER. ENGINEER AND A REPRESENTATIVE OF THE STATE OF VERMONT. AGENCY OF NATURAL RESOURCES, WATER QUALITY PLAN. THE CONTACTOR SHALL UNIT THE SOIL DISTURBANCE TO AN AREA THAT 6 SUFFICIENT TO CONSTRUCT THE TRACK. 7. AREAS TEMPORARILY OR PERMANENTLY STABILIZED SINCE THE LAST INSPECTION RECORD. DIVISION. 2. ALL CONSTRUCTION DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED OF DR RECYCLED IN AN 8. CHANGES IN THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN THAT ARE REINED (INCLUDING SUOM65ON FOR PHASE I - PROW" THE SITE FOR CONSTRUCTION APPROVED MANNER 3. SEED AND MULCH ALL RESULTING UNVEGErATED AREAS THAT NO WOOL 6 ANTOPATED WRUN 48 HOJT6. AUFFHORIZATION FROM THE DEPARTMENT, WHEN NECESSARY). NO DISTURBANCE OF ANY AREA ON THE PROJECT SITE SHALL COMMENCE WITHOUT THE COMPLETION OF ALL ACDATFS IN PHASE 1. 5, THE CONTRACTOR SHALL STRIP TOPSOIL FROM THE TRACK AREA AND STOCKPILE THE SOIL N THE DESIGNATED AREA NDICTED ON 9. MEN DEINATERING 6 UNDERWAY, DISCUS90N AND/DR PHOTOGRAPHS OF MEASURES BEING UTILIZED FOR TREATMENT, AND 1. THE CONTRACTOR SHALL WALK THE UWrIS OF DISTURBANCE WITH FLAGGING N ACCORDANCE WITH SHEET CI.4 - EROSION PREVENTION SHEET CIA - EROSION PREVENTION AND SEDIMENT CONTROL PLAN. THE STOCKPILE 9ALPHI L BE LOCATED ON THE LL SIDE OF EFFECTIVENESS OF INDSE MEASURES. AND SEDIMENT CONTROL PUN. DISTURBED AREA F 2. THE ENGINEER SHALL RENEW THE PROPOSED LOURS AND WILE ADJUSTMENTS COS TO FOR D6RN. 6, THE CONTRACTOR 9NLL OR SHALLSCOT FENCING AROUND DOWN GRADIENT PERIMETER OF THE TOPSOIL STOCKPILE. DIVING wHOY REPORTS SHALL BE SUBMITTED BY THE WEDNESDAY FOLLOWAO TIE END OF THE WEEKLY PERIOD. REPORTS SHALL BE FILED WTM: THE NYEAACCOUNT SENSITIVE AREAS, SPECIMEN TREES AND SPECIAL AREAS a CONCERN. Tf CONTRACTOR SHALL CONTAIN ANY EARTH MOVING ALTMTIR C LNG ACMVITTES ALWALLSHALL WA ERE CONDITIONS STOCKPILED W1ERAL SIAL1 BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION. WITHIN TIE DESIGNATED 11YR5 7. AM' TOPSOIL STOCKPILE WHCHI 6 TO HEUM IN PUCE FOR GREATER THAN 5 DAYS SHALL AS TEYPOR SEEDED WITH WRIER DEPARTMENT OF ENVIRONMENTAL CONSERVATION 3. INSTAL Tit STABILIZED CONSTRUCTION ENTRANCE/IXR SOUTH a llf SWTH/IEST GORIER a 71E GUTIER5011 NRDA OFF a GY6 BY RYE TO PRESERVE THE NEGRIIY AND MNWME THE EROSION a TFE SOLE CONSRRIIES NO RLFASE a SOLl1BLE RRRENTS. WATER QUALITY DIVISION. STORMWATEfl SECTOR ROAD. HEADING SOUTH ALONG THE EXISTING CHAIN LIMA FENCE ALONG THE WESTERN SIDE OF THE EXISTING SOCCER FEUD. AS DEPICTED ON 8. PERFORM CUTS AND FILLS OF SOIL MATERIALS AS REGARD TO ACHIEVE ROUGH GRADE OF THE SIBGRAOE. 103 SOUTH YW STREET. BLINDING CON 103 SO TH BUILDING SHEET CIA - EROSION PREVENTION AND SEDIMENT CONTROL PLAN. 9. PERFORM BASTING AS REQUIRED TO INSTALL PROPOSED UTILITIES. VT 0567EET. 4. INSTALL CHAIR LNK FENCING AS DEPICU ON CIA - EROSION PREVENTION AND SEDIMENT CONTROL PLAN AND GENERALLY ALONG 10. INSTALL FIELD UNDUORAIN NETWORK . THE LIMITS OF DISTURBANCE. 11. INSTAL WATER SERVICE LINE AND WATER SERVICES. EACH INSPECTION REPORT SHALLBE PREPARED CONSULTATION WITH THE ON -SITE PUN COORDINATOR, SFWl INCLUDE A REVIEWa THE 5. INSTALL SILT FENCING AS DEPICTED ON SHEET CIA - EROSION PREVENTION AND SEDIMENT CONTROL PLAN. IFNOT POUTED ON 12. INSTALL PROPOSED CATCH BASINS AND DRAINAGE PIPES AND CONTACT THE DRAINAGE SYSTEM CONSTRUCTED IN PRISES 2 AND 3. COORDINATOR'S RECENT INSPECTION REPORTS, AND SHALL BE SOO BY THE ENGINEER/ENVIRORIENTAL SPECIALIST.SHEET CIA, SIT FENCES SHALL BE INSTALLED GENERALLY iD FEET FROM THE BASES OF THE PROPOSED CUT OR FILL SLOPES. THESE 13. INSTALL POWER, COMMUNICATIONS AND DATA CONDUITS AND LINES. SHALL RE" N PUCE UNTIL THE PROJECT SITE HAS BEEN STABILIZED. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE 14. INSTALL THE STONE BASE FOR THE TRACK, SLOT DRAIN AND CONCRETE PERIMETER CURB. WATER OUNM MONITORING PLAN WHEN IT BECOMES 6 INCHES DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A PROPER SEDIMENT 15. INSTALL THE STEEPLECHASE PIT, LDNG AWP/ TRIPLE JUMP PITS AND BOARDS AND POLE VAULT BOXES. WAS OAM SAMPNG SHALL BE AN INTEGRAL PART OF THIS D OSON PREVENTION AND SEDIMENT CONTROL PLAN. SAMPING WILL BE BARMER. 16. INSTALL ASPHALT PAVEMENT BETWEEN THE SLOT DRAIN AND THE CONCRETE PERIMETER CURB. FOCUSED ON THE TURBIDITY OF THE STOBMIYATER RUNOFF FROM THE PROJECT SITE. MEASUREMENT OF THE TURBIDITY a THE STORPWATER 6. INSTALL INLET PROTECTION ON THE EXISTING CATCH BASINS LOCATED WITHIN THE EXISTING TRACK AREA AND THE EX67M CATCH LT. INSTALL THE INFIELD IRRIGATION SYSTEM. LEAVING THE SITE IS A GOOD METHOD OF MOMFORING THE EFFECTIVENESS OF THE TECHMOUES CORNED N THE EROSION PREVENTION AND LOCATED NORM WEST OF THE PROPOSED SOFTBALL FIELD OR AS POUTED ON SHEET CIA - EROSION PREVENTION AND SEDIMENT 18. INSTALL THE TRACK SURFACING AND REPLACE THE TOPSOIL OVER THE INFIELD N ACCORDANCE WITH THE PROCEDURE FOR REPLACING SEGMENT CONTROL PLAN. WATER DUALITY SAMPLING AND TESTING SHALL BE PERFORMED THE ENGINEER/ENARONMEMAL SPECIALIST. CONTROL PAN. PROTECTION SHALL REMAIN UNTIL ALL THE CATCH OWNS ARE REMOVED OR THE DISTURBED AREAS NE STABILIZED. THE TOPSOIL AND WILLING PERMANENT EROSION CONTROL MEASURES OUTLINED BELOW. SEDIMENT SHALL BE REMOVED FROM DROP INLET PROTECTION WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 % FILLED. 19. INSTALL THE PROPOSED STORAGE BUILDING, BLEACHERS AND OTHER SITE AMENITIES. THERE HALL BE THREE SAMPLING LOCATIONS FOR THE PROJECT SITE. SAMPLING LOCATION A WILL BE LOCATED AT THE OUTLE OF THE GRAVEL WILL BE CLEANED OR REPLACED WHEN IT NO LONGER DRAINS PROPERLY. 20. ANY STOCKPIIFD MATERAL (BORROW, ETLJ WILL HAVE SILT FENCING CONSTRUCTED AROUND THE DOWN GRADIENT PERIMETER OF 1HE SOUTHERN MOST 15' CULVERT INSIALLED ALONG SPEAR STREET. SAMPLING LOCATION B WILL BE AT THE OUTLET OF THE NEW 18' PIPE 7. INSTAL CHECK DAMS IN EXISTING GRASS -LINED SWALES 50 FEET ON CENTER, OR AS POUTED ON SHEET C1.4 - EROSON STOCKPILE. THE STOCKPILE SHALL BE LOCATED N THE DESIGNATED AREA INDICATED ON SHEET CIA - EROSION PREVENTION AND SEDIMENT LOCATED AT THE SOUTHEAST CORNER OF THE POST FIELD COMPLEX. SAMPLING LOCATION C WILL BE AT THE WHET OF THE EXISTING 15' PREVENTION AND SEDIMENT CONTROL PLAN, TO PREVENT SILT FROM WASHING INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION. SEDIMENT CONTROL PAN. THE STOCKPILE SHIN BE LOCATED ON THE UPHILL SIDE a DISTURBED AREA F POSSIBLE. DIEING wRDr CONDITIONS. PIPE LOCATED NORTHWEST OF THE PROPOSED SOFTBALL FIELD. ALL OF THESE LOCATIONS ARE IDENTIFIED ON SHEETS CIA - EROSION SHILL BE REM(NEO FROM BEHIND THE CHECK DAIS WHEN R BECOMES 6 INCHES DEEP. CHECK DAYS SKI BE REMOVED WHEN STOCKPILED MATERAL SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION. ANY STOCKPILE WHICH 6 TO REMAIN PREVENTION AND SEDIMENT CONTROL PUN AND S2 - SITE PLAN. VEGETATION S ESTABLIS ED. IN PUCE FOR GREATER THAN 5 DAYS SHALL BE TEMPORARILY SEEDED WITH WINTER RYE TO PREVENT THE LOSS OF SOIL TO ADJACENT PIMA 2 - OOWUrMCMN OF THE SIOMMM TREATMENT FACILITY THE PROPOSED STORMWATER POND WILL BE USED AS A TEMPORARY SEDIMENT TRW DURING CONSTRUCTION. THE POND MUST BE CONSTRUCTED AND STABILIZED PRIOR TO MOVING TO A DIFFERENT AREA OF THE SITE. CONSTRUCTION WI N OF THE POLL REQUITE THE CONSTRCONSTRUCTIONCTRUN OF TEMPORARY HULL ROADS FOR THE MOVEMENT OF MATERIALTHE CONTRACTOR SHALL LOCATE THE HAUL ROWS AWAY FROM DR0I4GE COLLECTION NETS WHEN POSSIBLE. I. THE CONTRACTOR SHALL PERFORM ALL SHALE IMPROVEMENTS ALONG SPEAR STREET PRIOR TO CONSTRUCTION OF THE STOBWATER TREATMENT POND. THIS NCl1WES YWM TOPSOIL EXCAVATION, ROUGH GRADING, FM GRWING, INSTALLATION OF NEW MURKY CULVERTS AND RP RAP. REPLACING TOPSOIL MD STABILIZING THE SWINE WITH NORM AMERICAN GREEN SC150 EROSION FOX. ONCE THE AREA ALONG SPEAR STREET ISPERMANENTLY STABILIZED, WORK MAY START ON THE STDRMIIATER TREATMENT FACILITY. 2. THE CONTRACTOR SHALL REMOVE AND SALVAGE THE EXISTING 4 FOOT HIGH CHAIN TUN( FENCING AS SHOWN ON SHEET C1.1 - DDIOLfl IN PLAN. 3. THE CONTRACTOR SHALL STRIP TOPSOIL FROM THE POND AREA AND STOCKPILE THE SOL N TIE DESIGNATED AREA INDICATED ON SHEET CIA - EROSION PREYDff10N AND SEDIMENT CONTROL PLAN. THE STOCKPILE SHALL BE LOCATED ON TIE UPHILL SITE OF DISTURBED A IF POSSIBLE. 4. THE aWWOR SHALL INSTALL SIT FENCING AROUND Tit DOWN GRADIENT PERIMETER OF THE TOPSOIL STOCKPILE. DURING WPDI' CONDITIONS. STOCKPILED MATERIAL SHALL BE COVERED KN WATERED APPROPRIATELY TO PREVENT WIND EROSION. 5. ANY TOPSOIL STOCKPILE WHICH IS TO REMAIN IN PLACE FOR GREATER THAN 5 DAYS SHALL BE TEMPORIRLY SEEDED WITH WINTER RYE TO PRESERVE THE INTEGRITY AND MINIMIZE THE EROSION OF THE SOIL COMMUTES AND RELEASE OF SOLUBLE NUTRIENTS, 6. EXCAVATE AND ROUGH GRADE THE PROPOSED SIORMWATER TREATMENT POND AS SHOWN ON SHEET S.I - SITE PLAN. THE PROPOSED POND WILL BE USED AS A TEMPORARY SEDIMENT TRAP WRING CONSTRUCTION. SEE DETAIL C2.0/1 FOR REWRED VOLUME OF TRW, OUNET CONFIGURATION AND CONSTRUCTION AND MAINTENANCE NOTES. 1. INSTALL DRAINAGE PIPE AND STRUCTURES N AND AROUND THE POND AEA NUUDING OR TRACK-1, CB TRACK-2, OUTLET STRUCTURE TRACK-OUT1, CB TRACK-3 AND ALL ASSOCIATED PIPING, END SECTIONS AND RIP RAP AS SIOWN ON SHEETS S.1 - SHE PUN AND S.2 - SITE PLAN. 8. INSTALL INLET PROLECIION ON PROPOSED CATCH BINS AS INDICATED ON SHEET CIA - EROSION PREVENTION AND SEDIMENT CONTROL PLAN. PROTECTION SHALL PEW UNTIL ALL DISTURBED ACAS ARE STABILIZED. SEDIMENT SHALL BE REMOVED FROM DROP INLET PROTECTION WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 X FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN IT NO LONGER OWNS PROPERLY. 9. ANY DISTURBED AREAS THAT WILL Na BE PART OF ANY FUTURE WORK SHALL BE PERMANENTLY STABILIZED N ACCORDANCE WITH THE PROCEDURE FOR REPLACING THE TOPSOIL AND INSTALLING PERMANENT EROSION CONTROL MEASURES OUTLINED BELOW. 10. ANY DISTURBEDAREAS WHICH ARE ROUGH GRADED AND AWAITING TOPSOIL OR HARD SURFACES OR WHICH WILL BE RE -GRADED LATER DURING CONSTRUCTION ' ONSIRUCTI N, SHALL TEMPORABLY STABILIZED N ACCORDANCE WITH THE PROCEDURES OUTLINE IN THE TEMPORARY SUFACE STABILIZATION SECTION OF THIS NAWATNE. PHASE 3 - EXIF16d OF IIILLIES 1. EXTEND THE 6' WATER MAN TO THE PROJECT SITE AND THE WATER SERVICE LINE TO Tit NORTHEAST CORNER OF THE PROPOSED SOFTBALL FIELD AS SOWN ON SHEET CI.3 - PROPOSED GRADING AND UTILITY PUN. 2. INSTALL POWER. COMMUNICATORS, AND CATA CONDUITS AND ONES TO THE PROJECT SITE 3. WALL STORMWATER DRAINAGE PIPE AND CATCH BASINS FROM THE STORIMTER TREATMENT POND, WEST TO THE NORTHEAST CORER OF THE PROPOSED SOEJBAU. FEND AS SHOWN ON SLEET C1.3 - PROPOSED GRADING AND UNITY PLAN 4. ANY DISTURBED AREAS THAT WILL NO BE PART OF ANY FUTURE WORN SHALL BE PERMANENTLY STABILIZED N ACCORDANCE WITH THE PROCEDURE FOR REPLACING THE TOPSOIL AND INSTATING PERMANENT EROSION CONTROL MEASURES WTUMEO BLLDW. 5. ANY DISTURBED AREAS WHICH ARE BOUGHT GRADED AND AWING TOPSOIL OR HARD SURFACES OR WHICH WILL BE RE -GRADED LATER BUMMING COISMUCTIDN, SNAIL TEMPORARILY STABILIZED N ACCORDANCE WITH THE PROCEDURES OUTLINE IN TIE TEMPORARY SURFACE STABILIZATION SECTION OF THIS NARRATIVE. PAW 4 - OONSIRUCION OF THE RELOCATED SOFTBALL FE3D CONSTRUCTION OF THE SOFTBALL FIELD WILL REWIRE THE CONSTRUCTION OF TEMPORARY HAUL ROADS FOR THE MOVEMENT OF MATERIAL THE CONTRACTOR SHALL LOCATE THE HAUL ROADS AWAY FROM DRAINAGE COLLECTON INLETS WHEN POSSIBLE. 1. THE CONTRACTOR SHALL DEMOLISH AND REMOVE A POTION OF THE EXISTING SOFTBALL FIELD. THE EXISTING IRRIGATION SYSTEM AND MISCELLANEOUS STRUCTURES IN THE AREA OF THE PROPOSED SOFTBALL FIELD AS INDICTED ON SHEET CIA- DEMOTION PLAN THE CONTRACTOR SHALL LIMIT THE SOIL DISTURBANCE TO AN AREA THAT 6 SUFFICIEM CONSTRUCT TO CORICT THE FIELD 2. ALL CONSTRUCTION DEMOTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED OF OR RECYCLED IN AN APPROVED MAKER. 3. SEED AND MULCH ALL RESULTING UNVEGETATED AREAS THAT NO WORK 6 ANTICIPATED WTIWN 48 HOURS. C THE SOFTBALL INFIELD AND WARNING TRACK WILL BE STABILIZED WITH HILLTOPPER INFIELD MIX. 5, THE CONTRACTOR SHALL STRIP TOPSOIL FROM THE FIELD AREA AND STOCKPILE THE SOIL IN THE DESIGNATED AREA INDICATED ON SHEET CIA - EROSION PREVENTION AND SEDIMENT CONTROL PLAN. THE STOCKPILE SHALL BE LOCATED ON THE UPHILL SIDE OF DISTURBED AREA F POSSIBLE. 6. THE CONTRACTOR SHALL INSTALL SILT FENCING AROUND THE DOWN GRADIENT PERIMETER OF THE TOPSOIL STOCKPILE, DURING WINDYCOLDITKNS, STOCKPILED MATERIAL SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION, ANY TOPSOIL STOCKPILE WHICH 6 TO REIN IN PIKE FOR GRATER THAN 5 DAYS SHALL BE TEMPORARILY SEEDED WITH WINTER RYE TO PRESERVE THE INECRTY AND MINIMIZE THE EROSION OF THE SOIL CONSUMES AND RELEASE OF SOLUBLE NUTRIENTS. 6. PERFORM CUTS AND FILLS OF SOIL MAT044LS AS REQUIRED TO ACHIEVE ROUGH GRADE OF THE SUBGRADE. 9. PERFORM BUSTING AS REGURD TO INSTAL PROPOSED UIILITIR 10. WALL FEUD ULDERORAN NETWORK. It. INSTALL WATER SERVICE UNE AND WATER SERVICES. 12. INSTALL PROPOSED CATCH BASINS AND DRAINAGE PIPES AND CONNECT TO THE DRAINAGE SYSTEM CO STRUCIED N PHASES 2 AND 3. 13, INSTALL POWER, CONMUMGTDLS, AND DATA COMM AND LNES 14. INSTALL THE DUFFED RRICATION SYSTEM. 15. INSTALL THE SKINNED INFIELD, WARNING TRACK ,HAD BULLPENS FROM THE STOCKPILED MATERIAL FROM THE EXISTING SOFTBALL FIELD AND AMEND AS NEEDED. 16. INSTALL SOD IN THE DUFFEUD AS INDICATED ON SHEEP C1.2 - PROPOSED LAYOUT PUN. 17. INSTAL THE HIOMPRUN FENCE, FOUL POLES AND THE BACKSTOP. I8. INSTALL THE DUGOUTS, BLEACHERS, BATTING CAGES AND OTHER SITE AMENITIES 19. ANY STOCKPILED MATERIAL (BORROW, ETC.) WILL HAVE SILT FENCING CONSTRUCTED MOUND THE DOWN GRADIENT PERIMETER OF THE STOCKPILE, THE STOCKPILE SHALL BE LOCATED R THE DESIGNATED AREA INDICATED ON SHEET CIA - EROSION PREVENTION AND SEDIMENT CONTROL PLAN. THE STOCKPILE SHALL BE LOCATED ON THE UPHILL SLUE OF DISTURBED AREA IF POSSIBLE. DUNK WINDY CONDITIONS, STOCKPILED WATER& SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION. ANY STOCKPILE WHICH S TO REMAIN N PUCE FOR GREATER THAN 5 DAYS WALL BE TEMPORARILY SEEDED WITH WINTER RYE TO PREVENT THE LOSS OF SOIL TO ADJACENT AREAS 20. AREAS THAT HAVE SLOPES GREATER THAN 3.1, DR AS INDICATED ON SHEET C1.3 - PROPOSED GRADING AND UTILITY PLAN, SHALL HAVE EROSION CONTROL NETTING INSTALLED TO STABILIZE THE SLOPE AND REDUCE THE EROSION POTENTAL NETTING SHALL BE BIODEGRADABLE WITH A 12 MONTH LONGEVITY, S150ON AS MANUFACTURED BY NORTH AMERICAN GREEN OR APPROVED EOUNAEMT. INSTALL NETTING OVEN MULCHED SLOPES SO THAT ALL PARTS ARE IN CONTACT WITH THE SOIL AND MULCH. PIN BETTING WITH BO DEGRAO/BE STARES 3 FEET ON CENTER TO ENSURE FULL BONDING WITH SOIL SURFACE THE SLOP: SURFACES SHOULD BE LEFT SLIGHTLY ROUGHENED AND NOT SMOOTH. F WOE AMOUNTSa aFSITE WATER WILL DRAIN OAR THESE SLOPES, TEMPORARY DIVERSION SHALES SHALL BE INSTALLED UP SLOPE UNTIL TR SLOPE VEGETATION STABILIZES 21. INSTAL CHECK DAMS IN NEWLY CONSTRUCTED GRASS-UNED SWALES 50 FEET ON CENTER OR AS POUTED ON SHEET CIA - EROSON PREVENTION AND SEDIMENT CONTROL PAN, TO PREVENT SILT FROM WASHING INTO THE DRAIAGE SYSTEM DURING CONSTRUCTION. SEDIMENT SHALL BE REMOVED FROM BEHIND THE CHECK DONS WHEN IT BECOMES 6 INCHES DEEP. DECK DAMS SHALL BE REMOVED WHEN PERM AEM VEGETATON 6 ESTABLISHED. 22. INSTALL INLET PROTECTION ON PROPOSED CATCH BASIS AS POUTED ON SHEET CIA - EROSION PREVENTION AND SEDIMENT CONTROL PIM PROTECTION SHALL RMAN UNTIL. ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. SEDIMENT SHALL BE REMOVED FROM DROP NET PROTECTION WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 % FLUID. GAVEL WILL BE CLEANED OR REPLACED WHEN 0 NO LONGER GRAM PROPERLY. AREAS. SWPUNG SHALL BE DONE MOAWLY AT BOTH LOCATIONS DURING AL STORM EVENTS OR WHEN THERE 6 AN ASSESSABLE FLOW OF 21. AREAS THAT HAVE SLOPES GREATER THAN 3:1. OR AS NOGTED ON SHEET CI.3 - PROPOSED GRADING AND UTILITY PUN. SILL STORMWATER RUNOFF. SAMPLES SHALL BE COLLECTED WITHIN 45 MINUTES OF THE START OF RAINFALL ACCUMULATION, AND THEN TESTED HAVE EROSION CONTROL NETTING INSTALLED TO STABILIZE THE SLOPE AND REDUCE THE EROSION POTENIUL. NETTING SHALL BE FOR TURBIDITY. THE TESTING EQUIPMENT SHALL BE RELIABLE AND CORRECTLY CALIBRATED. THE FOLLOWING ARE GUIDELINES FOR BIODEGRADABLE WITH A 12 MONTH LONGEVITY, SI5OBN AS MANUFACTURED BY NORM AMERICAN GREEN OR APPROVED EQUIVALENT. WALL OBTAINING A SAMPLE FOR TURBIDITY TESTING. NETTED OVER MULCHED SLOPES SO THAT ALL PARIS ARE N CONTACT WITH THE SOIL AND MULCH. PIN NETTING WITH BIODEGRADABLE STAPLES 3 FEET ON CENTER TO ENS I R FULL BONDING WITH SOIL SURFACE THE SLOPE SURFACES SHOULD BE LEFT SLIGHTLY ROUGHENED 1. SAMPLE SHALL BE TAKEN FROM THE VERTICAL AND HORIZONTAL CENTERS OF THE FLOW IN THE CHANNEL. AND NO SMOOTH F LARGE AMOUNTS OF OFTSITE WATER WLL DRAIN OVER THESE SLOPES, TRW~ DIVERSION SWALES SHALL BE 2. FACE THE MOUTH OF THE SAMPLING BOTTLE UPSTREAM. INSTALLED UP SLOPE UNTIL THE SLOPE VEGETATION STABILIZES 3. AVOID FLOATING DEBRIS. 22. INSTALL CHECK DAIS IN CONSTRUCTED GRASS-UED MI ES 50 FEET ON CENTER OR AS INDICATED ON SHEET CIA - 4. AVOID STRRNG BOTTOM SEDIMENT (IF BOTTOM SEDIMENT 6 DISTURBED. MOVE UPSTREAM). EROSION PREVENTION AND SEDIMENT CONTROL PLAN, TO PREVENT SILT FROM WASHING INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION. 5. LABEL THE CONTAINERS PRIOR TO COLLECTION TO REDUCE THE RISK OF SAMPLE MIX-UPS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE CHECK DAMS WHEN IT BECOMES 6 INCHES DEEP. CHECK DIMS SMALL BE REMOVED WHEN PERMANENT VEGETAON 6 ESTABLISHED INFORMATION FOR EACH SAMPLE SHALL BE COLLECTED AND SUMMARIZED IN A WRIER QUALITY SAMPLING LOG. TIE TAG STALL IIIGIlOE THE 23. INSTAL NUT PROTECTION ED CGATCH BASINS AS IDICATED ON SHET CIA - EROSION PREVETON AND SEDIMET N ON PROPOSED FOLLOWING INFORMATION: CONTROL PAW. PROTECTION SHALL REMAIN OWL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED, SEDIMENT SHALL L BE REMOVED FROM DROP INLET PROTECTION WHEN THE STORAGE CAPACITY HAS BEEN APPFIOXIWTELY 50 % FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN IT NO LONGER DRAINS PROPERLY. 24. AT THE COMPLETION a EARTH DISTURBING WORN, ALL DISTURBED AREAS 9*1 BE PERWM31TLY STABILIZED N ACCORDANCE WITH THE PROCEDURE FOR REPUCNG THE TOPSOIL AND WALLING PERMANENT EROSION CONTROL MEASURES OUTLINED BELOW. PHASE 6 - PROJECT CLOSE Our AND TRANSFER OF FESPOIMM 1. THE CONTRACTOR S44U BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL DISTURBED AREAS, INCLUDING WATERING, UNTIL THE AREA IS INSPECTED AND ACCEPTED BY THE OWNER AND ENGINEER. THE SITE WILL NOT BE ACCEPTED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. 2. ALTER THE 511E 6 ACCEPTED BY THE OWNER AND ENGINEER, BUT PRIOR TO TRANSFER OF RESP(PSIBIUIY, THE TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AND ANY ACCUMULATED SEDIMENT PROPERLY DISPOSED OF. 3. AFTER THE SITE 6 ACCEPTED BY THE OWNER AND ENGINEER AND THE TEMPORARY EROSION CONTROL MEASURES HAVE BEEN REMOVED, IT SHALL BE THE OWNEWS RESPO61BUTY TO PREVENT EROSION AND MAINTAIN THE PERMANENT EROSION CONROL DEVICES FOR THE PROJECT SITE. 70POW SURFACE STABILIZATION 1. ANY DISTURBED AREAS WHICH ARE ROUGH GRADED AND AWAITING TOPSOIL OR INRD SURFACES OR WITCH WILL BE RE -CRIED LATER DINING CONSTRUCTION. SHALL BE MULCHED AND SEEDED WITH WINTER RYE GRASS TO PREVENT EROSION WITHIN 15 DAYS. STRAW MUCH ONLY(NO HAY) 9*1 BE APPLIED TO ALL "ONLY SEEDED AREAS AT THE RATE OF 2 TONS PER ACRE BALES 9*1 BE UNSPOILED, AIR DRIED, AND FREE FROM WEED. SEEDS AND ANY COARSE MATERIAL THE CONTRACTOR MAY CHOOSE TO APPLY A DIFFERENT EROSION CONTROL METHOD. SUCH AS WORD SEEDING , TO THESE AREAS. ANY PROPOSED METHOD SHALL BE APPROVED BY THE ENGINEER RE -SEEDING SHALL IT ALL BE DONE UNTIL AREAS ADEQUATELY VEGETATED. THESE AREAS SHALL BE KWA0ED ON A FED" EASE UNTIL THE PLACEMENT OF TOPSOIL AND PERMANENT EROSION COMM MEASURES PROCEDURE FOR AEAAptT 1. NONE a THE PERSON TANG THE SAMPLE. 2. THE DATE AND TIME THAT Tit SAMPLE WAS TAKEN. 3. SAMPLE LOCATION. 4. WEATHER CONDITIONS !CUEING A DESCRIPTION OF THE RAINFALL EVENT, STAR TIME OF THE EVENT AND EXPECTED DIIAROH 5. VISUAL DESCRIPTION OF THE STORMYATER RUNOFF FROM THE SITE. INCLUDING THE COORATIN, DEPTH AND WIDTH OF ROW MERE THE SAMPLE WAS BE TAKEN FROM. 6. TURBIDITY RESULTS INNTU'S 7. EQUIPMENT USED IN THE SAMPLING, INCLUDING MAKE AND MODEL THE WATER OHAIRY SAMPLING LOG SHALL BE INCLUDED IN THE 81-WEEKLY REPORT THAT 6 PREPARED AND SUBMITTED BY THE MW ENGINEER/ENVRONMENTAL SPECST. IF THE SFORMWATER DISCHARGE FROM THE PROJECT SITE EXCEEDS 10 RAYS, THE ENGINEER/ENVIRONMENTAL SPECIALIST 9*1 NOTIFY THE ON -SITE PLAN COORDINATOR THAT ALL EROSION PREVENTION AND SEDIMENT CONTROL PRACTICES MUST BE INSPECTED PECTED AIMMEDIATE CORRECTIVE ACTIN TAKEN TO REDUCE THE TURBWY a THE DISCHARGE. INCLUDING FALLING OR REDUCING CONSTRUCTION ACTIVITIES AS NECESSARY UNTIL THE DISCHARGE AND/OR THE CONDIION IS FULLY CORRECTED, THE ENGNER/ENVIRONMENTAL SPECIALIST SHALL REPORT THE CORRECTIVE ACTIN TAKEN AND THE SUCCESS a THE ACTIN IN THE BI-WEEKLY REPORT. DERMUM RAN WATER RAPED FROM EXCAVATED AREAS FOR ME CONSTRUMI N OF THE PROJECT SHALL BE DISCHARGED THROUGH A TITER BAG PRIOR TO THE RELEASE FROM THE SIZE THE HEAVY DUTY UFTBAG 55 FILTER BAG, MODEL DB5515X15, AS WMFACIUED BY ACT ENVIRONMENTAL �COM SMALL BE USED TO TREAT ALL PORED WATER FROM THE EXCAVATED AREAS 7NE TOPSOIL ND NSALLINC PElU1lAEM ER06ON CONTROL MEKUEES THE INSTALLATION Or HARD SURFACES SHALL BE CONSIDERED PERMANENT STABILIZATION. PLEASE ROTOR TO THE SURFACE STABWATNN WALL THE DRTWG TITER BAG ON A VEGETATED SLOPE WITHIN THE PROJECT SUIT SO THAT HOMING WATER FLOWS DOWMHI L THROFiH SCHEDULE FOR PROPOSED HAD SURFACE LOCATORS. THE REMAINING AREAS SHALL BE CONSIDERED LAWN AREAS AND BE TOP SOLED AND THE ORTaC TITER BAG VFW CREATN MORE EROSION. STAR THE NECK OF TIE DIUM TITER BAG TIGRLY TO THE DISCHARGE SEEDED N ACCORDANCE WITH FOLIDWNG PROCEDURES. HOSE TO INCREASE THE EFFKENCf a FILTRATION' PLACE THE BAG ON AN AGGREGATE BED TO MAXIMIZE WATER FLOW THROUGH TR I. FOLLOWING THE CDWIREION OF THE INSTALLATION OF ALL URLITES, SURFACE FUTURES AND HOARD SURFACES AND SI W40X ROUGH NOSE T AREA A THE BAG. GRIN, THE CONTRACTOR SHALL PLACE THE TOPSOIL N A MINIMUM THICKNESS OF 4• TO DESIGN FLASH GRADE. 2. THE CONTRACTOR SHALL MAKE EVER EFFORT TO MINIMIZE THE MOVEMENT OF THE PLACED TOPSOIL WITHIN THE PROJECT SITE. THE DPW TITER BAG 6 FULL WHEN R NO LONGER CAN EFFICIENTLY FILTER SEDIMENT OR 3. PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED WITHIN 5 DAYS OF THE PLACEMENT OF TOPSOIL PASS WATER AT A REASONABLE RATE WHEN THE DIRIBAG TITER BAG 6 FULL, DISCONTINUE PUMPING ACHIM UNTIL ME TITER BAG 4. THE PREPARATION OF THE TOPSOIL FOR SEEDING INCLUDES SMOOTHING AND REMOVAL OF SMALL STONES. THIS WOOL SHALL OCCUR CAN BE REPLACED. USE OF EXCESSIVE FLOW RATES OR OVERRUN THE DIUM FILTER BAG WITH SEDIMENT WILL CAUSE RuPtim OF IMMEDIATELY PRIOR TO SEEDING TO AVOID EXPOSURE TO POSSIBLE EROSION DAMAGE AND TO REDUCE THE ARUM OF DUST GENERATED AS THE By5 OR FAILURE OF THE HOSE ATIACHMENT SIWPS. PART OF THE PROCESS. 5. SEEDING SHALL OCCUR IMMEDIATELY, WITHIN 48 HOURS, AFTER TOPSOIL PREPARATION AND FINISHED GRADES RAVE BEEN ACHIEVED. ONCE FULL, ALLOW THE DIRIBAG FILTER BAG TO DRY SO TR CONTENTS HAVE A FIRM TEXTURE. CUM OPEN THE DIRTBAG AND PLACE THE SPECAL CWTION SHALL BE GIVEN TO UPCOMING STORY EVENTS THAT MAY DISPLACE THE SEED. CONTENTS INAN AREA THAT IS NOT SUSGEPTIBLE TO EROSION. SEED AND MULCH THE ARCED MATERIAL IMMEDIATELY. WITHIN 24 FDIBS. 6. LAWN AREAS SHALL BE SEEDED, MULCHED AMID FERTILIZED IN ACCORDANCE WITH THE SEEDING SCHEDULE SHOWN ON SHEET C2.0 - DISPOSE a THE TITER BAG IN ACCORDANCE WITH LOCAL, SORE AND FEDERAL REGULATIONSEROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND NOTES. 7. THE SEEDED AREAS SHALL BE WATERED REGULARLY TO PROTECT THE NEW PLAITS, BUT DO NOT OVER WATER THESE AREAS 50 AS TIME ON -SITE PUN COORDINATOR SHALL BE RESPONBLE FOR IMPLEMENTING THE DEWATERNG PLAN AND COMPETING THE ACTMTY LOG. TO CAUSE EXCESS RUNOFT AND EROSION. THIS LOG SHALL BE PATE OF THE WRITTEN RECORDS OF INSPECTORS AND MAINTENANCE OF ALL EROSION CONTROL FUTURES 8, GRASS LINED SWAES SHALE BE LINED WITH S75 CHANNEL URNG AS MANUFACTURED BY NORTH AMERICAN GREEN OR APPROVED EQUIVALENT. ACAS WHICH EXHIBIT SIGNS OF EROSION SHALL BE RE -SEEDED IMMEDIATELY AND MAINTAINED UNO PERMANENT VEGETATION DURING ALL PUMPING ACTIVITIES, THE ENGNERN/RNNONIFNTAL SPECIALIST SHALL MONITOR THE DISCHARGE FROM THE SITE FOR HAS STABILIZED. TURBIDITY LEVELS A WATER QUALITY SAMPLING LOG SHALL BE COMPLETED FOR EACH DAY OF PUIPRG. 9. RE -SEEDING SHALL BE DONE UNTIL ALL AREAS ARE COMPLETELY COVERED WITH A WARE STRAND OF GRASS. AN AREA SHALL BE CONSIDERED COVERED WHEN THE ENURE SURFACE CONTAINS A VERDUROUS STAND OF GRASS. AREAS THAT, N THE OPNON OF THE GENERAL 00" CONTROL NOTES ENGINEER ARE PREDOMINATELY WEEDS SHALL BE PUDWED UP, FINE GRADED, RE -SEEDED, FERFLQED AND MULCHED INTHE MANNER I. REFER TO SHEET C2.0 - EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND GENERAL NOTES FOR EROSION CONTROL SPECIFIED PREVIOUSLY. EXERCISING CAUTION NOT TO CAUSE AGE TO NEW OR EXISTPLANT WTERAL DETAILS AND ADDITIONAL EROSION CONTROL NOTES. 10. AREAS THAT RAVE SLOPES GREATER THAN 3:1. AS INDICATED ON SHEET C1.3 - PROPOSED GRADN AND URIFY PALM SHALL HAVE 2. THE SYAIEST PRALTICAL AREA OF LAND SFAIl BE DISTURBED AT ANY DIME TIME DURING DEVELOPMENT. WHEN LORD 6 DISTURBEDEROSION CONTROL NETT INGW94UD TO STABILIZE THESLOPE AND REDUCE THE EROSION POTENTIAL NETTING SHALL BE BODECRADIBF WITH A 12 MONTH LONGEVITY. S1508M AS IANUFACFUFIED BY NORM AMERICAN GREEN OR APPROVED EQUIVALENT. WALL NETTING OVER THE STALL BE KEPT TO TE SHORTEST PRACTICAL DURATION AS APPROVED BY THE ENGINEER MULCHED SLOPS SO THAT ALL PARR ARE N CONTACT WITH THE SOIL AND MACH. PIN METTN WITH BIODEGRADABLE STAPLES 3 FEE O.C. 3. EROSON CONTROL MEASURES SHAM BE CONDUCTED IN ACCORDANCE WITH THE 1ERIM HANDBOOK FOR SOIL EROSION AND TO ENSURE FULL BONDING WITH SOIL SURFACE. THE SLOPE SURFACES SHOULD BE LEFT SLIGHTLY ROUGHENED AND NOT SMOOTH, IF SEaENT CONTROL ON CONSTRUCTION SITES. R LARGE AMOUNTS OF DR -WE WATER WILL DRAIN OVER THESE SLOPES. TEMPORARY DIVERSION SAYS SMALL BE WALLED UP SLOPE UNTIL 4, DUST SMALL BE CONTROLLED WITH RATER DISTRIBUTED BY A TRICK -MOOTED SPRAY BAN. CALCIUM CHLORIDE (AWTO M 144) O THE SLOPE VEGETATION STABILIZES SODIUM CHLORIDE (AASHTO M 143) SHALL BE USED AS DIRECTED BY THE ENGINEER 5. THE CONTRACTOR SHALL UNIT SOIL 061DRRANCE AND SEEDING APPLICATION DATES BETWEEN MAY 1 AND SEPTEMBER 15, ALLOWING DIMES OF THE DEN -SITE PLAN COORNMTON 1. THE OM -SCE PLAN COORDINATOR SHALL BE SELECTED BY THE UNIVERSITY OF VERMONT PRIOR TO THE STINT OF CONSTRUCTION. THE UAERSIIY SMALL NOTIFY THE AGENCY OF NATURAL RESOURCES OF THE APPOINTED PERSON. THIS INDIVIDUAL SHALL BE PRESENT ON -SITE FROM DAY -TODAY, AND SHALL BE RESPONSIBLE FOR ENSURING THAT THE EROSION CONTROL MEASURES REWIRED BY THE EROSION PREVENTION AND SEDIMENT CONTROL PUN, DETAILS AND NOTES, ARE PROPERLY INSTALLED AND MAINTAINED PER DETAILS AND NOTES PROVIDED ON SHEET C2.0 - EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND GENERAL NOTES, THE ON-STTE PLAN COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS AND MAINTENANCE OF EROSION CONTROL FUTURES. A COPY OF THESE PLANS AND INSPECTION/MAINTENANCE RECORDS SHALL BE KEPT ONSITE AT ALL TIMES 2, THE ON -SITE PLAN COORDINATOR S RESPONSIBLE FOR NOTIFYING THE AGENCY OF NATURAL RESOURCES DEPARTMENT (WITHIN 24 HOURS BY PHONE AND 7 DAYS IN WRITING)!OF ANY EVIDENCE OF MEASURABLE AMOUNTS OF SEDIMENT OR SEDIMENT LADEN WATER LEAVING THE CONSTRUCTOR SITE OR ANY VISIBLE DISCOLORATION OF SURFACE WATERS (INCLUDING WETLANDS), AND TAKING IMMEDIATE ACTION TO CORRECT THE DISCHARGE. 3. ALL EROSION AND STORMWATER CONTROL SYSTEMS SMALL BE INSPECTED WEEKLY AND AS SOON AS POSSIBLE AFTER RAINFALL EVENTS (WITHIN 24 HOURS). NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED AS THEY ACCUMULATE AND PLACED N AREAS WHERE FURTHER EROSION S UNLIKELY. DUIMK/DNIO &Mk SPECIALIST OVERSIGHT MVCXY ROWING, AND RECORD KEEPING IN ADDITION TO THE INSPECTIONS REWIRED BY THE ON -SITE PLAN COORDINATOR, THE UNIVERSITY OF VERMONT SHALL DESIGNATE AN ENGINEER/ENVIRCINENTAL SPECIALIST NANO WILL BE RESPONSIBLE FOR PERFORMING ENVIRONMENTAL INSPECTIONS THROUGHOUT THE PROJECT; CDNFlRMAG WATER RESOURCES PROTECTION THROUGHOUT THE PROJECT, AND FOR RELATED RECORD KEEPING. THE UNIVERSITY SHALL NOTIFY THE AGENCY OF NATURAL RESOURCES OF THE APPOINTED PERSON. THE ENGINEER/EWROMENIAL SPECIALIST SHALL DETERMINE, CONFIRM, AND REPORT WHETHER THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN S BEN FOLLOWED AND THAT APPROPRIATE WVISGNS ARE BCC' MADE TO THE EROSION PREVENTION AND SEDIMENT CONTROL PAN WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN PROVES INADEQUATE. N ADDITION. THE ENGNEER/EAMRDNMENTAL SPECIALIST SHAU, N L'ONJI ACTION WITH THE DN-SITE PUNK COORDINATOR, BEAR Tit RESPONSIBILITY OF REVIEWING THE SITE TO ENSURE COMPLIANCE IAMB THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL PUN AND TO MODIFY THE EROSION PREVENTON AMID SEDIMENT CONTROL PLAN TO PREVENT DISCHARGES OR ODNTIP AREAS WHERE Tit PLAN 15 K6UFFICIENT, ONE MONTH FOR SEED GERMINATION AND SOL STABLQATON PRIOR TO OCTOBER 15. F ANY SOILS WILL BE DISTURBED OR REMAIN USTABILQED BETWEEN OCTOBER 15 AND MAY 1, A WINTER EROSION PREVENTION AND SEDIMENT CONTROL PLAN MUST BE APPROVED BY THE STATE OF VERMONT AGENCY OF NATURAL RESOURCES, WITCH WILL INCLUDE SPECIFIC WINTER CONSTRICTION EROSION CONTROL MEASURES. 6. WY OR STRAW MULCH S SUBJECT TO WIND ACTION. MULCH MAY REWIRE ANCHORING AS THE WEATHER CDDITDNS WARRANT. G O S S E N S B A C H M A N ARCHITECTS 85 Granite Shed Lane Montpelier, Vermont 05602 P 802. M. 166E F 802. 229. 4822 ENGINEERING VENTURES INC 208PI1nn AVm,Sa 2AB,rlingtm,VT05QI tel. 802.863.6225 lax 802.863.6306 hgi-gVcnares OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Revisions: 2, General Revisions, May 2005 Job Number. 02116.1 File Name: , Scale: AS NOTED Date: Mauch 25, 2010 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND NOTES C2,0 DIMES OF THE DEN -SITE PLAN COORNMTON 1. THE OM -SCE PLAN COORDINATOR SHALL BE SELECTED BY THE UNIVERSITY OF VERMONT PRIOR TO THE STINT OF CONSTRUCTION. THE UAERSIIY SMALL NOTIFY THE AGENCY OF NATURAL RESOURCES OF THE APPOINTED PERSON. THIS INDIVIDUAL SHALL BE PRESENT ON -SITE FROM DAY -TODAY, AND SHALL BE RESPONSIBLE FOR ENSURING THAT THE EROSION CONTROL MEASURES REWIRED BY THE EROSION PREVENTION AND SEDIMENT CONTROL PUN, DETAILS AND NOTES, ARE PROPERLY INSTALLED AND MAINTAINED PER DETAILS AND NOTES PROVIDED ON SHEET C2.0 - EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND GENERAL NOTES, THE ON-STTE PLAN COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS AND MAINTENANCE OF EROSION CONTROL FUTURES. A COPY OF THESE PLANS AND INSPECTION/MAINTENANCE RECORDS SHALL BE KEPT ONSITE AT ALL TIMES 2, THE ON -SITE PLAN COORDINATOR S RESPONSIBLE FOR NOTIFYING THE AGENCY OF NATURAL RESOURCES DEPARTMENT (WITHIN 24 HOURS BY PHONE AND 7 DAYS IN WRITING)!OF ANY EVIDENCE OF MEASURABLE AMOUNTS OF SEDIMENT OR SEDIMENT LADEN WATER LEAVING THE CONSTRUCTOR SITE OR ANY VISIBLE DISCOLORATION OF SURFACE WATERS (INCLUDING WETLANDS), AND TAKING IMMEDIATE ACTION TO CORRECT THE DISCHARGE. 3. ALL EROSION AND STORMWATER CONTROL SYSTEMS SMALL BE INSPECTED WEEKLY AND AS SOON AS POSSIBLE AFTER RAINFALL EVENTS (WITHIN 24 HOURS). NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED AS THEY ACCUMULATE AND PLACED N AREAS WHERE FURTHER EROSION S UNLIKELY. DUIMK/DNIO &Mk SPECIALIST OVERSIGHT MVCXY ROWING, AND RECORD KEEPING IN ADDITION TO THE INSPECTIONS REWIRED BY THE ON -SITE PLAN COORDINATOR, THE UNIVERSITY OF VERMONT SHALL DESIGNATE AN ENGINEER/ENVIRCINENTAL SPECIALIST NANO WILL BE RESPONSIBLE FOR PERFORMING ENVIRONMENTAL INSPECTIONS THROUGHOUT THE PROJECT; CDNFlRMAG WATER RESOURCES PROTECTION THROUGHOUT THE PROJECT, AND FOR RELATED RECORD KEEPING. THE UNIVERSITY SHALL NOTIFY THE AGENCY OF NATURAL RESOURCES OF THE APPOINTED PERSON. THE ENGINEER/EWROMENIAL SPECIALIST SHALL DETERMINE, CONFIRM, AND REPORT WHETHER THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN S BEN FOLLOWED AND THAT APPROPRIATE WVISGNS ARE BCC' MADE TO THE EROSION PREVENTION AND SEDIMENT CONTROL PAN WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN PROVES INADEQUATE. N ADDITION. THE ENGNEER/EAMRDNMENTAL SPECIALIST SHAU, N L'ONJI ACTION WITH THE DN-SITE PUNK COORDINATOR, BEAR Tit RESPONSIBILITY OF REVIEWING THE SITE TO ENSURE COMPLIANCE IAMB THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL PUN AND TO MODIFY THE EROSION PREVENTON AMID SEDIMENT CONTROL PLAN TO PREVENT DISCHARGES OR ODNTIP AREAS WHERE Tit PLAN 15 K6UFFICIENT, ONE MONTH FOR SEED GERMINATION AND SOL STABLQATON PRIOR TO OCTOBER 15. F ANY SOILS WILL BE DISTURBED OR REMAIN USTABILQED BETWEEN OCTOBER 15 AND MAY 1, A WINTER EROSION PREVENTION AND SEDIMENT CONTROL PLAN MUST BE APPROVED BY THE STATE OF VERMONT AGENCY OF NATURAL RESOURCES, WITCH WILL INCLUDE SPECIFIC WINTER CONSTRICTION EROSION CONTROL MEASURES. 6. WY OR STRAW MULCH S SUBJECT TO WIND ACTION. MULCH MAY REWIRE ANCHORING AS THE WEATHER CDDITDNS WARRANT. G O S S E N S B A C H M A N ARCHITECTS 85 Granite Shed Lane Montpelier, Vermont 05602 P 802. M. 166E F 802. 229. 4822 ENGINEERING VENTURES INC 208PI1nn AVm,Sa 2AB,rlingtm,VT05QI tel. 802.863.6225 lax 802.863.6306 hgi-gVcnares OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Revisions: 2, General Revisions, May 2005 Job Number. 02116.1 File Name: , Scale: AS NOTED Date: Mauch 25, 2010 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND NOTES C2,0 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS AND NOTES C2,0 INNAFl TALON FILTER FABRIC POST BACIOILL FLOW GRADE EMBED 18' MIN. L 6'H6' WOVEN WINE FENCE IN.) SECTION A -A A -A / (14 GA M NTS/MIRAFI 140E FILTERUBIW �OR APPROVED EQUIVALENT POST 10'-0' MAX. SILT FENCE NOFIFTE: I. SILT FENCE SHALL BE PRE -FABRICATED EROSION CONTROL FENCE BY MRAn OR APPROVED EQNVALENT, DR CONSTRUCTED N PLACE AS SPECIFIED HEREIN. 2. CONSTRUCTED IN RACE SILT FENCE: A WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPIn B. FILTER FABRIC TO BE BE SECURELY TO WOVEN WIRE FENCE TIES SPACED EVERY 24' AT TOP OF YID SECTION. C. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6', FDLDED AND STARED. 3. INSPECTION AND NEEDED MAINTENANCE SHALL BE PRONGED WEEKLY (EVERY 7 DAYS) AND WAIN 24 HOURS AFTER EACH RAN. 4. REMOVE SEDIMENT WHEN A DEPTH OF SIX INCHES IS REACHED. SILT FENCE DETAIL SCALE: NONE HARD SURFACE � FlN N MORTAR (FOR CB's IN PAVED AREA) NDN-SHRINK GRIT jAV� OPENING I FLEXIBLE WHOLE SLEEVE, BY LOCK - JOINT OR EQUAL LING CHNESANNEL DEPENDING IG ON CANNEL ROPE SEE PLAN TOE SAME ELEVATION I. 1- 1 blunt tat WILL N. 11IAC ll UN A nLIEN FARING FOUNDATION AT THE GRADES AND LOCATIONS AS DESCRIBED HEREIN, AND TO MEET THE ABOVE DETAIL N AREAS SNDWN W PLAINS 2. SET SPACING OF CHECK DAYS TO ASSUME THAT THE ELEVATDNS OF THE CREST OF THE DDIYNSTREAM DAY IS AT THE SINE ELEVATION OF THE TOE OF THE UPSTREAM DAM FOR A MINIMUM OF ADD' DOWNSTREAM OF DISTRUBED EARTH. 3. EXTEND THE STONE A MNNUM OF 1.5 FEET BEYOND THE DDCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST DAM FROM SCION AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HDUS AFTER EACH RAN. 5. REMOVE SEDIMENT COLLECTED BEHIND EACH DAM WHEN DEPTH OF SEDNENT S WE HALF THE HEIGHT OF THE DAM. STONE CHECK DAM DETAIL SCALE: NONE 1 ' WEARING COURSE / 2- BINDER COURSE CRUSHED GRAVEL VEIL SUB -BASE ° -IRM1 50OX FILTER FABRIC NDISTURBD SOIL OR COMPACTED FILL (95% STANDARD) CS ERAYE AND GRATE ASPHALT PATH n SEE NOTE 2. F MORTAR (FOR CB'. NOT IN PAVED AREA) PRECAST MT COVER SEE NOTE 1 FOR C.B. GREATER THAN 7' IN DEPTH PRECAST CONCRETE RISER SECTION FLEXIBLE BITUMASDC SEAENT. ALL JOINTS, SHIM LAYER 1 1/4' NDTH IN OUT IYfGRANULAR BACIOTLL TO NG REQUIREMENTS OF g W'ORK SPECIFICATIONS 36' I.D. YIN. a AS NOTED ON PLAN PRECAST MONOLITHIC CONCRETE BASE UNDISTURBED MATERIAL CARE BASIN NOES 1. IF DEPTH OF CATCH BASIN IS 7 FEET OR LESS FROM RIM TO CENTERLINE INVERT THEN A FLAT TOP WILL BE INSTALLED. R DEPTH OF CATCH BASIN FROM RM TO CENTERUNE INVERT IS MORE THAN 7 FEET THEN A CONICAL TOP WILL BE INSTALLED. 2. PROVIDE A LEBARON 245124' TYPE E OR EQUAL.3 FIANCE GRATE AND FRAME NEXT TO CURBS AND 4 FIAGA GRATE AND FRAME AT ALL OTHER LOCATIONS. 3. CATCH BASIN AND GRATE SIMIL BE DESIGNED FOR H2O LOADING. 4. CATCH BASIN SHALL BE PRECIS CONCRETE AS MANUFACTURED BY ST. GRSNOD W CO., INC. OR APPROVED EQUAL CATCH BASIN DETAIL SCALE: NONE I EXCAVATED AREA (AS REWIRED) SIDE SLOPE 2:1 -I-I 11= III-� =1I IIIIIIIIIIII- EXGWATED DEPTH. - I ANEW HOLES III -I 1- MN 1' - MAX 2' FOR I -III -I BELOW TOP OF NO -III ;: DEWATERNGGRAVEL - SUPPORTED BY I 1=1 1= HARONARE CLOTH TO MtaW DRAINAGE AND RESTRICT SEDIMENT MOVEMENT ODMOM CM SPF.'CFIGUIDFS 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BRAN AND PROTECT WEEP HOLES WITH GRAVEL 2. NSPECIION AND NEEDED MAINTENANCE STALL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HOURS AFTER EACH RAIN. 3. UPON STABILIZATION OF CONTRIBUTING OWIAM AREA SAL WEEP HOLES, FILL AROUND INLET WITH STABLE SOL TO FINAL GRADE, COMPACT IT PROPERLY AND STABILIZE WITH PVWIMENF SEEDING. TEMPORARY INLET PROTECTION SCALE NONE 18' CLFANDUT RAID AND COVER LEBABON No. LAD910 LABELED 'CLEAN-OUr V SOLD PVC CAP THREADED COUPLING 6' PERFORATED PVC DRUM. PUCE N VERTICAL 6' SOLID 18' OF 1' CRUSHED STONE. WRAP IN PVC PIPE (1YP.) YWLT 14ON R7ER FABRIC OR APPROVED EWNALENT. REFER TO SITE PLAN FOR OUTLET LOCATION AND DETAILS. PROVIDE CLEAN OUTS AS INDICATED W PUN 6' PEfFOMED PVC, jS 6' 45' BEND COVER t HAND SURFACE SEE NOTE 4. FINISHED VINCE MORTAR (FOR IKi'V PAVED AREAS) NDN-SHRWK GROUT NOT INtoWA OPENNVG ULESS _FLEXIBLE c _XIBLESFALENT. ALL JOWRS SINGLE MAN O E SIEPS LAYER WIOTH I I/e FLEXIBLE MANHOLE SLEEVE, BY LOCK, JOINT OR EQUAL 5' MIN. Px a.3 our IN C MIN THICK CONCRETE w INVERT AND SHELF PRECAST MONOUHIC CONCRETE BASE GRANULAR BATKFILL TO MEET REQUIREMENTS 01 EARTTWORK SPECIFICATIONS - PRECAST CDNC. RISER SECTION 3/4' CRUSHED STONE UNDISTURBED MATERIAL MEETING THE REQUIREMENTS OF THE EARTHWORM SPECRICADONS. EXTEND STONE 12' ON ALL SOB SIM W*W NOTES OF THE STRUCTURE 1. PROVIDE SMOOTH SWEEPING TRANSITIONS BETWEEN INVERTS OF INTERSECTING PPE. 2. IF DEPTH OF MANHOLE IS 7 1L OR LESS FROM RIM TO CENTERLINE INVERT, THEN A MT TOP WILL BE INSTALLED. IF DEPTH OF MANHOLE FROM RIM TO CENERUNE INVENT 6 MORE THAN 7 ft., THEN A CONICAL TOP WALL BE INSTALLED. 3. MANHOLE AND COVER SHALL BE DESIGNED FOR H2O LOADING. 4. PROVIDE A LEBARON NO. LC 268 OR EQUAL EAST THE WORD 'STORM! N TOP COVER 5. MANHOLE SHALL BE PRECAST CONCRETE AS MANUFACTURED BY S.T. GRISWOLD W CO. INC. OR APPROVED EQUAL MANHOLE DETAIL n SCALE: NONE 6' SOLID PVC PIPE UDERORAIN CLFAIDUF NOTES 6' PVC IS' AYE, THROUGH BRANCH AND 1. REFER TO APPLICABLE TRENCH DETAIL FOR SPECIFIC BACKFILL AND PIPE INSTALLATION INFORMATION. N1•E 1V AT P NT OF BE 6'. USE AN ELBOW AT PENT Di TERMMATXN. UNDERDRAIN AND CLEANOUT DETAIL (7) SCALE: NONE PAVED UNPAVED UNPAVED (PAVEIENT, SIDEWALKS) SURFACE WIDTH SHALL BE KEPT AS HARROW AS PRACTICAL. REFER TO APPLICABLE DETAIL FOR LENGTH OF OPEN TRENCH SHALL BE KEPT TO A YIi. PAVEMENT AND PAVEMENT SUB -BASE M 4' LOAM, SEEDD & MULCH OVERFILL FOR SETREYENT ..i HA111 MONO:, �i;�:SUITABLE UNDISTURBED EARTH DENSITY MAT COMPACTED IN 12' LIFTS TO `�ii�'7ie%4i° MATERIAL FREEFROM �i�i ri���i i�VAND ORGANICS DENSITY LARGE STO A --- __' - '-..�--, EARTHWORK SPECIFICATIONS FDR REFER TO PLANSPPE SIZE, IF UNSUITABLE MATERIAL IS REMOVED, REPLACE MATERIAL, INVERT, AND SLOPE O.D. 24' WITH MATERIAL REVIEWED BY ENGINEER. SIDRI woo NOBS 1. UNLESS OTHERWISE NOTED, ASSUME CLASS 'C' SOILS. PERFORM ALL EXCAVATIONS TO OSHA REQUIREMENTS 2. BEDDING TO PROVIDE A FIRM. SABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 3. WHEN APPl1CABLE INSTALL PIPE WITH BELL ENDS DDWN SLOPE. PREVENT SEDIMENT FROM ENTERING NEW STORM DRAIN SYSTEM DURING CONSTRUCTION. 4. NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PPE IS NOT DAMNED. 5. PROVIDE 6' OF COVER OVER PPE IN PAVED AREAS AND 5' OF COVER OVER PIPE IN UNPAVED AREAS. REFER TO INSULATION DETAE FOR AREAS WHERE PROPER COVER CAN NOT BE ACHIEVED. TYPICAL STORM DRAIN TRENCH DETAIL n SCALE: NONE YOUNTABLL BERM E4 .AWAY W MINIMUM 3'-0' 2% MIN. EXSTNG GROUND ,o°O°o°o° MRAFI 50OX FILTER FABRIC PROFILE OR APPROVED EQ 1NABR� 4 EXISTING ROADWAY EXISTING GROUND PLAN VIEW SABL® CONSTRUCTION EMIWWCE N01ES 1. STABILIZED CONSTRUCTION ENTRANCE FOR THE PROJECT TO BE LOCATED AT BASE OF MAIN ACCESS DRIVE. 2. STONE SIZE: USE 2' CRUSHED STONE 3. ALL SURFACE WATER FLOWING OR DNERIED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED ACROSS THE ENTRANCE 4. THE ENTRWE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING DR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -Of WAYS. THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND. REPAIR MID/OR CLENNOIIT ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAYS MUST BE REMOVED IMMEDIATELY. 5. INSPECTION AND NEEDED MkWENWCE SHALL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HOURS AFTER EACH RAIN. 6. WHEELS SHAL BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING 6 REWIRED, IT SHLL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. STABILIZED CONSTRUCTION ENTRANCE n SCALE NONE NSUATION IN MAKAS.COVER NSUL WIDT0'-3' LON3'-4' 6'-0'4'-W 4'-0.> 6'I LS G O S S E N S BA C H M A N ARCHITECTS 85 Granite Shed Lane Montpelier. Vermont 05602 P 802.229.1664 F 802. 229.4822 ENGINEERING VENTURESINC 208 Flynn Am,, Sidle 2A, Rnlinglwy VI' 05401 tel. 802.863.6225 f- 802.863.6306 Engic"i.gVrnmre .. OWNER The University Of Vermont NSUATDN N UNPAVED AREAS: 109 South Prospect Street COVER NSIA. WIDTH li THICKNESS Burlington, Vermont 05405 0'-2' LOWER DRAIN Tel: 802-656-3208 2'-3' 6'-0' 3' Fax: 802-656-8895 3'-5' 4'-0' 2' > 5' Np REOURED INSIA. L PROJECT UVM ` RIGID MUTATION (EXTRUDED POL)STYRENE) LAP ALL SEWS. REFER TO APPLICABLE Track TABLE FOR WIODi AND THICKNESS 147 Spear Street Burlington, Vermont 1. REFER TO APPLICABLE TRENCH DETAIL FOR SPECIFIC BACKFILL AND NSTMUTIW INFORMATION. INSULATION OVER SHALLOW DRAIN DETAIL n SCALE: NONE FOR PERMIT SUBMITTAL MARCH 29, 2010 BERM AS NECESSARY PROVIDE 6' TOPSOIL DEPTH VARIES, TO DEPTH AND SLOPE AND GRASS COVER SEE PUN .° AS SHOWN ON PUNS MAX. MAINTAIN SWA E INVERT SLOPE TO DRAIN WITH MN. OF 0.01 FT./R. AND MAX. OF 0.04 FT./FT. CHANNEL LNING 1. PROVIDE CHANNEL UHING S75 BY NORTH AMERICAN GREEN AS REWIRED TO STABILIZE NEW VEGETATED SWAIES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. GRASSED DRAINAGE SWALE DETAIL n SCALE: NONE IRevlslons: Job Number. 04210.0 FYe Name: Scale: AS NOTED Date: March 25, 2010 STORMWATER AND EROSION PREVENTION AND SEDIMENT CONTROL DETAILS C201 WATER NOTES: EARTHWORK SPECIFICATIONS WENDI SURFACE WIDTH SILL BE KEPT AS NARROW AS PRACTICAL LENGTH OF WEN TRENCH 9AL BE KEPT TO A MINIMUM. METALLIC WARNING UK LOAN, SEED AND MACH MGM on WORK � � OVERFILL FOR SETTLLMENT UNDISTURBED EARTH SUITABLE NATIVE MATERIAL INITIAL .s - INITIAL BACKFILL AND FIRST 12' W PIPE COVER BACI(FLL ;I;Id: • •• ITTil:O.• SAND MEETING REQUIREMENTS W EARTHWORK SPEDFICATM HAUMCHING r• PIPE eNc AND HAUNCNNc Ir SAND MEETN; REOAREWINTS OR EAKFHWORK SPECIFICATION! PPE E UNSUITABLE MATERIAL 6 REMOVED, REPLACE WITH MATERIAL REVIEWED BY ENGINEER. WODLIE TRENCH NOTES: 1. BEDDING TO PROVIDE A FIRM, STABLE. CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH W PIP. 2, REFER TO INSULATION OVER SHALLOW WATERLINE DETAIL FOR WATERUMES WALED WITH LESS TIAN 6'-0• OF PIPE COVER N PAVED AREAS AND 5•-6* OF PIP COVER IN UNPAVED AREAS, 3. INSTALL WATER PIP N ACCORDANCE WITH AWWA STANDARD C600. TYPICAL WATERLINE TRENCH DETAIL n PAVED AREAS: K 4'-6• COMER PPE 4'-6• TOM IN .. AS SHOWN ,� COORDWrE WITH ENGINEER > 6' NO INSULATION REQUIRED SCALE: NONE 3• THICK BY 4'-0• VIDE RIM INSULATION (EXTRUDED POLYSTYRENE) UN ALL SEAMS. TRIDIC H NDO : 1. REPR 70 APPLICABLE FRENCH DETAIL FOR SPECIFIC BACNOILL AND INSTALLATION INFORMATION, INSULATION OVER SHALLOW WATERLINE DETAIL SALE NONE / / �/ •� UNDISTURBED PLACE 1 MILA POLY BEOURED\pO 1N FTTIIIG AND POURED \ 0 0 / CRUISED STONE IINbT BIDDY THRUST oo °o� o0 o o °o° o°o°e°o BACK( TO 1MD61IRBED 00 /\ EARTH 6' MECHANICAL JOINT WITH MOV.UG FOR DIPCL CONCRETE THRUST BLOCK V NYLON COATED SERVICESAME POURED AGAM IFD611RIBED EARTH. PROVIDE A MINIMUM WITH 2• TAP AND STAINLESS STEEL OF 5 SQUARE FEET OF STRAPS, STYLE 202N BY ROAC BEARING AREA AGAINST THE INDUSTRIES. NC OR APPROVED UNDISTURBED EARTH EQUIVALENT CONNECT TO SAW WITH I S SADOF H COMPRESSION STYLE 4• p,E CONNECTIONS ro SHDMME aDG TO TRACK 2• CuK ® 2• CuK EDGE W TRENCH (TY9.) W RS LATE VALVE WITH MrVNIIGS DOWN'X TO SIDE C CURB SON WITH L�Wll SU FAAF AND BOX TO COYPRESSON SMf SURFACE. GONECDDNS. PROVIDE ACCESS TO FINSHED GRADE 7HR011T,H A VALYi BOX WITH THE COVER MYMED 'WATER' DD W MA►IISIO E TAPS M TIES: 1. REFER TO APPLICABLE TRENCH DETAIL FOR SPECIFIC BACKFILL AND INSTALLATION INFORMATION. 2. ALL MATERIALS AND INSTALLATION PROCEDURES SMALL CONFORM TO CITY W BURLINGTON TECHNICAL SPECIFICATIONS WATER MANS 1. PERFORM A HYDROSTATIC AND LEAKAGE TEST ACCORDING TO AM C600(LATEST REASION) ON EACH PPE LIE 2, TN ENGINEER SHAM BE GIVEN AT LEAST 72 HOURS NONCE BEFORE THE TEST 5 CONIDXTEO. TEST MUST BE WITNESSED BY THE ENGINEER. 3. SPECIFIED TEST PRESSURE 6 200 PSI, AND PRESSURE DORM TEST SHALL NOT VARY BY YOKE THAN 5 PST. EXISTING UTILITIES 1. LOCATION OR UTILITY WSTIllAT10N5 AND UNDERGROUND STRUCTURES ARE SHOWN AS APPROXIMATE ON THE CONTRACT DOCIM 2. ALL UTILITIES SHUL BE LOCATED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. 3. EXISTING UTILITIES SHALE BE PROTECTED AND SUPPORTED DUWMG CONSTRUCTION. 4. ALL WATER GAS, CABLE, TFIIDHONE, ELECTRIC, SEWER, AND OTHER UILRES FOUND TO INTERFERE WITH THE PDPOSM CONSTRICTION SHALL BE RELOCATED N A MANNER ACCEPTABLE TO THE ENG6EER. TRENCH INTERIMS I. INUA SACKFILL AND FIRST 12• W PPE COVER SHALL BE SAND MEETING REQUIREMENTS W EIRRINDRK SPECIFICATIONS, 2. PIPE BEDDING AND RALINCHNG SHALL BE SAND MEETING REQUIREMENTS W EARIHWORK SPECFICATONS 3. TRENCH FINAL BACKFILL MITERA - MATERIAL WILL D(CLUE PIECES W PAVEMENT, ORGANIC MATTER TOPSOIL. ALL WET OR SOFT M.", RAT, CLAY, URGE ROCKS(12• DIMENSION), OR ANY MATERIAL DETFRANED BY THE DGWER THAT WILL NOT BE SUITABLE. DUCTILE NON PIPE: AWWA 051 1. FRITHS: DUCTILE RON. STANDARD THICKNESS, 360 Fail PRESSURE RATING. (AWWA CIIO. C153. C105. ANSI A21.10). 2. FfrI G& CAST APµ 250 Pei PRESSURE RATING (ASK A21.10). 3. JOINTS: MECHANICAL, PL29FOR AND FLANGED (CNN CIII, C115). 4, GASKETS: A MECIAWAL AND PUSH -ON JOINTS. VLSI A21.11. B. FLANGED JOINTS: i• TACK RING OR FULL FACED RUBBER. N61 A21.15, 5. BDLTS/EMS: A MECHANICAL JOINT: NISI A21.11. B. FLANGED JOINT: NISI A21A5, 6. MECHANICAL JOINT GLANDS SHALL BE 'MEGA -LUG- RETAINER GLANDS. 7. LININGS AND LINING REPAIR TO AWWA/ANSI C104, A INTERIOR - CEMENT UNED, DOUBLE MCKNSS BITUMINOUS SEAL B. EXTERIOR - BITUMINOUS COATING APPROMMIELY 2 MILS THICK, ANSI ADDS. ANSI ANTS. AD ANSI A21.10. C. FIANCE MACHINED FACE COATING: ANSI A21.15. COPPER TUBING 1. TYPE-K, ANNEALED, ASTM Bat 2. FITTINGS : ASME BI6.18, GIST COPPER, OR ASK 816.22, WROUGHT COPPER 3. JDI05: COMPRESSION CONECION OR AWS A5.8, BCUP AVER BRAZE CHLORINATION W DOMESTIC WATER LINES 1. THE CONTRACTOR SHILL NOTIFY TN ENGINEER AT LEAST 72 HOURS N ADVANCE W BEGINNING ANY DLSIiECT10N W WATER MANS. 2. CONTRACTOR STALL BE RESPONSIBLE FOR BACTERIOLOGICAL TESTING AS REGURD BY THIS SPECIFICATION AND REFERENCE STANDARDS MENTIONED. 3. DISINFECT AL NEW PIPELINE SYSTEMS N ACCORDANCE MINT AWWA C651, INCLUDING: A METHOD W CNIXRE APPLICATION. USE WNINANS FEED METHOD OR SLING METHOD. (TABLET METHOD IS NOT ACCEPTABLE). B. FORM OF CHLORINE UTILIZED. C. FINAL RU9ING. D. BACTERIOLOGICAL TESTING E. REPETITION W PROCEDURE CONCRETE 1, CLASS B CONCRETE SHALL HAVE: A MIN. COMPRESSIVE STRENGTH Or3DCO PSI AT 28 DAYS 8, AR ENTRNNMENT W 070 6% BY VOLUME. C. WATER CEMENT RATIO W 0.49 LBS. WATER/CEMENT. D. SLUMP W 2 TD 4 AGES 2. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE 6 BELOW 40 DEGREES FARUMU OR MORE THAN 90 DEGREES FAREN EIT, 3 NO CONDEIE SMALL BE DROPPED MORE THAN S0 FEET WOE A FORM. 4. MANTAII TEMDANRE W CONCRETE SURFACE AT MINIMUM 50 DEGREES FNRENEIT FOR 72 HOURS AFTER PLACING CONCRETE. PREHEAT ALL ENCLOSURES FOR A MNMUM W 2 HONE TO PROVIDE A MN SURFACE TEMPERATURE W 45 DEGREES FAHRENEIT 5. ALLOW TO SET AND CURE ALL TRUST BLOCKS, CONCRETE SUPPORTS, AND ANCHORS A MINIMUM W 24 HORS BEFORE BACNFNLING. 6. COEIPLETELY CURE AND SET CONCRETE BEFORE ANY HYDROSTATIC OR LEAKAGE TESTING W PIPELINE SYSTEMS, 7. NONSHMNK GROUT SHALL BE IWCO TRADEMARK, AS MNAFACTURD BY LENT 8 FINK INDUSTRIAL PRODUCTS, B DO NOT PLACE NY MORTAR OR GROUT WHEN AMBIENT TEMPERATURE6 BELOW 40 DEGREES FNRDLEIT. 9. MORTAR FOR MW40LES SEAL CONSIST OF THE FOLLOWING: A CEMENT -TYPE 1, ASTM C150. B. HYDRATED LIME -TYPE N. ASTM C207. AD C. S- ASTM FI C 33, N AGGREGATES FOR CONCFEIE. D. WATER -CLEAR, SUITABLE FOR DRINKING. 10. MIX (BY WLUMQ 1 PART CEMENT, 1/2 PART LIME, 4 1/2 PARTS SAND - GENERAL 1. 'AS BUST• DRAWINGS SNAIL BE PREPARED BY THE CONTRACTOR AT THE TIME W COMPLETION OF THE SYSTEM. 1. PRAM TO THE START W THE WORK, A PRE -CONSTRUCTION MEETING WILL BE HELD WITH THE CONIPACTOIE OWNER, AND PROJECT ENGINEER TO REVIEW PROCEDURES, IDENTIFY RESPOIISBUTFS UNLESS STATED OTHERWISE. ALL WTERVS AND METHODS SHALL BE N ACCORDANCE WITH TIE MOST RECENT VERSION W THE APPLICABLE STATE STANDARD SPECIFICATIONS FOR READ AND BRIDGE CONSTRUCTION. 2. CLEARING AND GRUBBNG- SIZE TO BE RESTORED TO PRE -CONSTRUCTION CONDITIONS, WIUDM DRIVEWAYS, STONE WALLS, AND CRASS AR15. THE DRNEWAY RISE MATERA SMALL EXTEND ONE FOOT BEYOND THE EDGE W PAYING. 3. BASE COURSE- R TER 10 MANUFACTURERS SPECIFICATIONS FOR FIELD BASE COARSE. C COMPACTOR W All KuOuNAS SHAM BE PERFORMED USING VIBRATORY ROLLERS AND WATER IN LETS W NO GRATER THAN TWELVE NOES. COMPACTION SMALL BE PERFORMED LNIL THE ROUTED DENSITY IS ACHIEVED. DENSITY SAL BE DETERRED BY AISHOO T238 METHOD AND SHALL NOT BE LESS THAN 95 PERCENT W THE NATDIIN DENSITY DETERRED N ACCORDANCE WITH MSTTO T99 FOR PAVED AREAS, 05 PERCENT N GRASSES AREAS. 5. COMPACTION TESTING SHALL BE PERFORMED FOR EVERY LAYER W MATERIAL PLACED AND FOR EVER' 1000 SQUARE FEET W AREA 6, PAVEMENT SHALL MEET APPLICABLE STATE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTOR REOUIREMENTS, N ADD010N TO APPLICABLE TOWN ROAD STANDARDS, 7. PAVEMENT SIALL NOT BE INSTALLED WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW 40 DEGREES FAWNEIT, NOR WHEN THE ROAD BASE TEMPERATURE IS BELOW 40 DEGREES FARENIEIT. PAVEMENT SAE NOT FALL BELOW 185 DEGREES FAREMEF PRIOR TO THE COMPLETION W WEEK. PAVEMENT SHALL NOT BE WALLED *0 THE SUBDRADE IS FROZEN OR THE WADES ARE INCORRECT. 8. AL REMAINING DISTURBED ALAS WITHIN BE REDO W WAY SMALL BE FERTILIZED AND SEEDED N ACCORDANCE WITH APPLICABLE STATE SPEOFICTONS. 9. THE SEEDING W 10% OR GREATER SLOPES SHALL REQUIRE THE USE W EROSION CONTROL MATING. 10. COST W INITIAL TESING SHALL BE PAD FOR BY THE OWNER. SUBSEUA OR SALE TESTFAILED TESTS ALE BE PAD FOR BY THE CONTWOP 11. ALL EARTHWORK MATERIALS SHALE BE OBTAINED FROM APPROVED SOURCES. THEY SHALL CONSIST W SATISFACTORILY GADED. FREE DRVMNG MATERIAL, REASONABLY FREE FROM LOW, SIT. CLAY AND ORGANIC MATERIAL. EARTFIMVRX MATERIALS SHALL MET TIE REQUIREMQ4T5 W THE FOLLOWING TABLES: A SHAD BLANKET: SIEVE DESIGNATION PERCENT BY WOW PASSING SOLNRE MESH SIEVES 2 INCHES 100 1-1/2 ACHES 90 - ADO 1/2 NOR 70 - TOR NO 4 60 - 100 No. 100 0 - 20 N0. 200 0 - 8 B. 3/4• CRUSHED SIDN: SIEVE DESIGNATION PERCENT Bf WEIGHT PASSING SOARE MESH SIEVES Ito 1CO 3/4 INCHES 90 - 100 3/8 NCH 20 - 55 NO. 4 0 - 10 N0.6 0-5 C. 1}• CRUSHED STONE: SIEVE DESICNA7MN PERCENT N WEXRIT PASSING SQUARE YESN SIEVES 1 3/4 INCHES IOD 1 3/8 INCHES 90 - 100 1 INCH 20 - 55 3/4 INCH0 - 15 3/B INCH 0 - 5 D. GRAVEL 91B-BASE. AYE DESIGNATION PERCENT BY WEIGM PASSING SOAR MESH SIEVES NO. 4 20 - 60 NI. too 0 - 12 NO, 200 0 - 6 E FINE MrH M GRAVEL: SEW DE9 IM PERCENT BY W GHT PASSING SQUARE MESH SIEVES 2 INCHES 100 1-1/2 INCHES 90 - 10D N0. 4 30 - 60 N0. 100 0 - 12 NO. 20D 0 - 6 F. GRANULAR BACKRL. SEA DESIGNATION PERCENT BY WEIGHT PASSING SUWE MESH SIEVES 3 INCHES 100 N0. 4 45 - 75 NO. too 0 - 12 NO. 200 0 - 6 G. TOPSOIL SALE MET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE SPECIFICALLY STATED N THE CONTRACT DOCUIENIS: 1. THE PH OFTN MATERIALSALL BEND BETWEEN 5.5 A7.6. 2. THE ORGANIC CONTENT 9A1 BE NOT LESS THAN 2R NOR MORE THAN20%. 3. GRADATION: SIEVE DESIG ATON PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES 2 NOBS 100 1 NCH 85 - 100 1/4 NCH 65 - 100 MD. 200 20 - 80 THE CONTRACTOR MAY NEED NATURAL TOPSOIL WITH APPRCATD MAT04U AND BY APPROVED METHODS TO MEET THE ABOVE SPECIFICATIONS. G O S S E N S B A C H M A N ARCHITECTS 85 Grande Shed Lane Monlpeller, Vermont 05602 802, M. 1664 F 802. 229. 41W ENGINEERING VENTURESINC .t4 FT1 AM. Srk 2A, Bw11I9ao, VT 05a01 to[. 802.863.6225 fax 802.863.6306 Eq-,TVmtura.ow OWNER The University Of Vermont 109 South Prospect Street BuAingLon, Vermont 05405 Tel: 802-G56.3208 Fax:802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont ReAslons: Job Number. 04210.0 Fla Name: Srab: AS NOTED Data: Match 25, 2010 WATER DETAILS AND NOTES END OF MAIN/SERVICE TAPS DETAIL n FOR PERMIT SUBMITTAL MARCH 29, 2010 C2,2 SCALE: NONE ) I THE THROWING AREA THE---,,,,A7 0110,6• THICK CONCRETE METAL WIG SHALL BE PAD. SEE DEAL C3.D/4. BELOW THE AREA INSIDE 7. SET PAD LEVEL THE META RING •v '. AL RING SET INFO ••. ' CONCRETE PAD. 7'-0• . NNDE d'w. FOR SNIT 41' J' 0• SNIDT PUT PUT AND 8'-2}• FOR MM SIR -BASE 6• _ • TOE BOARD FOR 10'-0• grT} Cis BEYOND EDGE AT CONCRETE g-p D�US SHOE PUT ONLY, SEE v : • 2• PAINTED LINE FINISHED NOTE 3. D(IENDING FROM EDGE Y GRADE 2• WIDE SECTOR LINES OF META TRIO TO EDGE OF CONCRETE. DTENDING OUT INTO A RING SET INTO THROWING AREA THROWING TOE BOARD FOR CONCRETE PAD. 1•,1• MIK SHOT RUT ONLY, SEE DIMENSIONS 55.5' FOR SHOT PUT NOTE 3. 60.0 FOR DISCUS A --1 QISCUSA L$Q_P60 SECTION A -A DISCUS/SHOT PUT PAD D978/9DE PIT PAD 1111111 1. THE CONTRACTOR SHALL BE RESPNSIBIE FOR CONFIRMING ALL FINAL DIMENSIONS OF THE UNIVERSITY OF VERMONT ATHLETIC DEPARTMENT. 2. THIS DETAIL REFLECTS DIMENSIONS CONTAINED N CM THE •ZOOS NTRACK AND FEND/CROSS COUNTY MEN'S AND WOMEN'S RUES' AS OF DECE B ER 2004. THE CONTRACTOR IS RESPONSIBLE FOR CONIRNNG ALL DIMENSIONS WITH THE LATEST COPY OF THE RUES PRIOR TO CNSRiUCTION. 3. RAISED TOE BOARD CAN BE CONSTRICTED OF CONCRETE, FIBERGLASS, METAL. WOOD ON OTHER HARD-SUSACED MATERIAL N THE SHIPS OF IT ARC, 50 THAT ET I INNER EDGE COINCIDES SDE THE TIER EDGES THE HEIGHT AND T SHALL WI FIRMLY FORD IN THIS DISCUS /HAMMER/ S H 0 T P U T PAD DETAIL n POSITII N. R SHAM BE 4 FLEE N LENGTH ALONG THE INSIDE SURFACE, 4 NICHES IN FIEIOFIT ABOVE THE THROWING AREA SURFACE AND 4 1/2• IN wDTH. 4. THE CONCRETE SURFACE SHALL BE ROUGHENED TO MNMIZE SLIPPING, 1/64 NCH ROUCNESS RECOAOIENDED. 5. THE DISCUS PAD REQUIRES A DISCUS CAGE. REFER TO DISCUS CAGE DETAIL SCALE: NONE &0 201.2mm "'m [1/21 SYNTHETIC OR TRACK SONS 1/8• ALUMINUM 3/4• WHITE PANTED MARINE PLYWOOD 1/4-20 , 1 1/4• FLT. HD. S.S. MACHINE SCREW TRICK SURFACE WITH LOCI( NO f ,r TRIPLE JUMP TAKE -OFF BOARD DETAIL SCALE: NONE 8• K IC REINFORCED CONCRETE PWEIER CURB, OR PRE FABRRCAED SAID PIT FORM WTH COVER A .s 85.3' (OA)� 14.5' (IBA) 84.4' 25.4' 89.2 RAIN TRAY DIMENSION LONG JUMP TAKE -OFF BOARD DETAIL G) SCALE: NONE FALL MARKM SEE WE 9 PANTED LIE PARTED TARO. -OFF BOARD SEE NOTES 6 AND 7 NOTES 6 AND 0.1% MAXIMUM V K 18' REINFORCED CONCRETE REFER TO TRACK PERIMETER CURB. DR PRE FABRICATED PARTIAL PLAN FOR SAND PR FORM WITH COVER. RUNWAY LENGTH FINISHED GRADE - REFER TO LAYOUT PLAN (_ 27 -THE FOUL LIE IS THE EDGE OF THE TAKE -OFF BOARD NEAREST THE LANDING PT. UWANU Aw M AD RIIWUY Wrin 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL FINAL DIMENSIONS WITH THE IMNDSITY OF VERMONT ATHLETIC DEPARTMENT. 2. THIS DETAIL REFLECTS DIMENSIONS CONTAINED N THE 2OD5 NCM TRAP( AND FIELD/CROSS COUNTIES MEN'S AND WOMENS RULES AS OF DECLARER 2004. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS WITH THE LATEST COPY OF THE RULES PRIOR TO CONSTRUCTION. 3. THE END OF THE RUNWAY AND THE SURFACE OF THE LADING PIT SHA1 BE AT THE SAME ELEVATION. 4. ALL UNES PAINTED ON THE SYNTHETIC SURFACE SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS MADE BY THE SURFACE MANUFACTURER. 5. THE SYNTHETIC RUNWAY SURFACE SHALL RE THE SAVE MATERIAL, THICKNESS AND COLOR AS THE TRACK SURFACE. 6. THERE SHAM BE TWO B• WIDE PANTED TAKE -OFF BOARDS ON IKE LONG JUMP RUNWAY, ONE FOR THE MEN AND ONE FOR THE WOMEN. THE MEN'S TAFE-OFF BOARD IS LOCATED 12 FEET FROM THE NEARER EDGE OF THE LANDING PR AND THE WOMEN'S TAKE -OFF BOARD S LOCATED 8 FEET FROM THE NEARER EDGE OF THE LANDING PT. BOTH TAKE -OFF BOLDS SHALT RE THE FULL WIDTH OF THE RUNWAY AND SHAM BE PANTED N CONTRASTING COLORS TO EACH OTHER AND THE RUNWAY. 7. THERE SIWL BE TWO B• WIDE PANTED TAKE -OFF 9011N06 ON THE TRITE JUMP RUNNY, ONE FOR THE MEN AND ONE FOR THE WOMEN. THE MEWS TAKE -OFF BOARD 6 LOCATED 41 FEET FROM THE NFAtER EDGE OF THE LANDING PT AND THE WOMEN'S TAKE -OFF BOND IS LOCATED 36 FEET FROM THE NEARER EDGE OF THE LANDING PT. BOTH SCRATCH LINES SHALL BE THE FULL WIDTH OF THE RUMMY AND SHALL BE PANTED COME. B. THE RUNWAY INCLIHATION N THE APPROACH SHALL BE LINED TO 1:100 (I1) LATERALLY AD 1:1,ODO (0.1%) N THE JUMPING DIRECTION. THE CONTRACTOR SHALL TAKE GFAT CAE N MEETING THESE TOLERANCES. F THESE TOLERANCES ARE EXCEEDED. Tit FACILITY MAY LOSE THE ABILITY TO HAVE A RECORD APPROVED OFFICIALLY. 9. THE FOUL MARKER SHALL BE A TRAY 4• N WIDTH, 0.54• DEEP AND BE THE FULL WIDTH OF THE RUMMY, LOCATED IMMEDIATELY BEYOND THE FOUL LIE THE TRAY SH41 BE FLIED WITH PIASTICENE OR OTHER SUITABLE MATERIAL. THE PLAS7KXNE OR OILER SUITABLE MATERIAL USED SHALL BE AT A CONIPASTNG COLOR TO, AND IEVU WITHIN. THE TAKE -OFF BOARD. ADD SYSTEM 20DO S LOTTED SYNTHETIC SURFACE POLYMER CONCRETE CHANNEL POLYMER CONCRETE DRAIN CHANIN NON -POROUS DETAIL SYWHEIX SURFACE ASPHALT TOP COURSE NATURAL NON-PORDUS DETAL ONLY ,-ASPINALT WEARING COURSE BASE COURSE 7JOJ0.CONCRETE TOP .Y 1_1_ASPHALT •• • �•�•� i /JV� CONCRETE STONE BASE • k tr \,,-ODMPAM .\.\A.\.\ \.Q.Q.\.\.\ \.\.\.QR. .. .. Rt 61 t WWRIC S0-111111111LMM 1. THE SURFACE DRAINAGE MANUFACTURED BY SYSTEM SHALL BE SYSTEM 2D00 AS MANUFACTBY ACT) POLYMER PRODUCES. INC., CLLNDON. OR 2. CHANNELS SHALL BE WMIFACTURFD FROM POLYESTER RESIN POLYMER CONCRETE. 3. THE SYSTEM SHALL BE 4 INCHES (100W) NOMIWIL 96M WIDTH WITH A 6.1 N. (155W) O/DRNL WIDTR THE EVEN TOP CHANNEL SHALL BE 9.8 N.(249MN) N OVERALL DEPTH; 10.3 N (261MM) FOR UN -EVEN TOP. THE MINIMUM SLOT DIWDGM SHALL BE 0.625 IN. (15W. 4. ALL CHANNELS SHILL BE NEERIDCKNAE/ G WITH A MFEM LE JOKE. 5. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ADD POLYMER PRODUCTS, INC. ANY DEVIATION OR PAIRAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ADD POLYMER PRODUCTS, INC. 6. POLYMER CONCRETE SHALL HAVE MATERIAL PROPERRES OF: COMPRESSIVE STRENGTH RANGE BETWEEN 14,ODO-14,500 P$ FTDNRAL STRENGTH BETWEEN 3600-45DD PSI: TENSILE STRENGTH OF IWO PSI. THE M47ERA1 WATER ABSORPTION RATE SHALL NOT EXCEED 0.1% BY WEDHP AND SMALL BE RESISTANT TO PROLONGED SALT EXPOSURE, AND REMIRIVE FROST CYCLES. 7. THE SYSTEM STALL BE INSTALLED N ACCORDANCE WITH THE MANUFACTURER'S INSIRUCDOIIS AND RECOMMENDATIONS. 6- - I- CRUSHED SIONE EWD WORK SPECIFICATIONS PER 1110.0 mm (437-) I mm. 4�mm (23.621 i _ =I (1&101 4T70 PLAN VIEW I 4 167 mm �D.sD� 101.E mm Z23.5 mm 1QU1.1 mm (J9A1� SIDE VIEW WASHED SAID PER 1 CEARDIWWK SPECIFICATIONS 6• 6• 6•-6 DRAN IRE WITH SOCK SECIIN MA lANOIIO PR SLOT DRAIN DETAIL n SCALE- NONE POLE Will TRIES 1. THE CONTRACTOR SHALL LE RESPONSIBLE FOR CONFIRMING ALL FINAL DIMENSIONS WITH THE U IVERSIP OF VERMONT ATHLETIC DEPARTMENT'S EXISTING LANDING PADS. NODFY THE ENGINEER OF ANY DISCREPANCIES N THE DIMENSIONS SHOWN ON THIS DETAIL AND THE ACTUAL DIMENSIONS OF THE UNDID PAD OWNED BY THE IRIVERSRIY OF VERMONT ATHLETIC DEPARTMENT. ANY EXPOSED CONCRETE BEYOND THE LANDING PAD MUST BE PADDED OR CUSHIONED WITH A MINIMUM OF 2 INCHES OF DENSE FOAM OR OTHER SUITABLE IAATERIAL 2. THIS DETAIL REFLECTS DIMENSIONS CONTAINED N THE •2005 ALCM TRACK AND FIELD/CROSS COUNTRY MEN'S AND WOMEN'S RIVES• AS OF DECEMBER 2(D4. THE CONTRACTOR 6 RESPONSIBLE FOR CONFMND IMALL DIMENSIONS WITH THE LATEST COPY OF THE RUES PRIOR TO CONSTRUCTION. 3. THE CENTERLINE OF THE CONCRETE PAD. THE END OF THE RUNWAY AND TOP OF THE POLE VAULT BOX SHALL BE AT THE SNIT ELEVATION. 4. ALL LINES PANTED ON THE SYNTHETIC SURFACE 94ALL CONFORM TO THE REOt11REYENTS AND RECOMMENDATIONS MADE BY THE SURFACE MANUFACTURER. 5. THE SYNTHETIC RUNWAY SURFACE 91ALL BE THE SAME MATERIAL. THICKNESS AND COLOR AS THE TRACK SURFACE. 6. THE RUNWAY NCUAIDN N TIE APPROACH SHALL BE WIRED 10 1:100 (11LD ) LATERALLY A1:1.000 (0.1%) N THE JUMPING DIRECTION IWl THE CONTRACTOR STHE GREAT CARE N MEE7NC THESE TOLERANCES, F THESE TOLERANCES ARE EXCEEDED, THE FACILITY MAY LOSE THE ABILITY TO HAVE A RECORD APPROVED OFFICIALLY. REBAR - CONTINUOUS TOP AND BORN VIDE 3• COVER ON ALL SIDES OF REFER. COMPACT SIRGRADE TO 95T MODIFIED PROCTOR SECTION B-B RUNWAY LONG/TRIPLE JUMP PIT DETAIL 6 SCALE NNE 7 10S6.BYM 18I&BIY [42.01 [72.01 15• K 15. SCHEDULE 40 ALUMINUM PPE 5'-0• CONCRETE DEPTH POLE VAULT BOX DETAIL SCALE: NONE 2• X 5• ALUMINUM TUBE 2• A 5• ALUNUM TUBE GROLND LEVEL (TRACK SURFACE) FOR PERMIT SUBMITTAL MARCH 29, 2010 LANE GATE DETAIL 7 SCALE: NONE G O S S E N S BAC H M A N ARCHITECTS 85 Granite Shed Lane 10-tpeller, Vermont 05602 P 802,229.1664 F 802.229.4822 ENGINEERING VENTURESINC 208 Flynn Av Suit 2A. Bmlingm, VT OW tel. 802.863.6225 fax 802.863.6306 EnliaeedngVmtures.cmn OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax: 802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont ReAsions: Job Number: 09906.00 File Name: Scale: AS NOTED Date: March 25, 2010 TRACK DETAILS C2.4 DISCUS GATE NOTES 1. CAGE SMALL BE OF PERMANENT NSINLATIDN. R IS RECOMMENDED THAT THE CADE BE COMSIRUCIED OF HEAVY NYLON NETONG OR OILER MATERIAL THAT WILL ABSORB THE FNERf.1' OF THE D6GS To PREVENT BOUNCE BACK. 2. FENCE HEGHI KILL BE 12'—V. DUN MwN (27' x . FINAL (1/2' T REMOVN (22 3/4 (1/2- TI 2 WOMEN'S REMOVABLE FLOOR DECK (18' x 12'-3.75' x 6.5' deep) (1/2' TRACT( MATERUL/6U FACE BY OTHERS) 5.85' 'sx 144.25' I 165.00' (FRIER SIDE) COVER ASSEMBLY PLAN VIEW HAMMER/DISCUS CAGE DETAIL n SCALE: NONE E FLOOR DECK 2'-3.75' x 6S" deep•) (TYP OF 1) ;ECTIENN OF n.ODR DECK BEVELED AT THIS PROFILE NCR INTERI"UE�) E FLOOR DECK REINFORCING K 12'-3.75' K 6.5' deep) (TYP OF 4) GUSSET kCK MATERIAL/SURFACE BY OTHERS) 36.125' FUU (VARIES ALGA "1 TRACK MATERIAL (BY TRACK CDNTRAGTOR) ER LEDGE FILLLER(1YP) REIN.("Na CODES B ER STOP 4 8' CONCRETE (BY OTHERS) SIDE WALL SECTION 09 CAGE POLE TALL SAFETY ME 7' TALL BANE . CONCRETE FOE CONCRETE FOOT BARRIER NET CUP 7' BARRIER NET 'RIGHT DOWN CLEAT P S.IOL r - r GROUND SIEEVE DISCUS CAGE NDTES: I. CAGE SHALL BE OF PERMANENT INSTALLATION. IT IS RECOMMENDED THAT THE CAGE BE CONSIRUCIED OF HEAVY NYLON NETTING OR OTHER MATERIAL THAT WILL ABSORB THE ENDO OF THE DISCUS TO PREVENT BOUNCE BACK. 2. FENCE PEW WILL BE 12'-0'. -MAIN NET SQE - 14' K 6V -OPTIONAL BACKUP NET - 7' K 74' -MAIN UPRIGHT POLES (8) - 4' SCHEDULE 40 ALUI@UM -SLEEWS FOR MAN UPRIGHTS IMMUDED -SEE INSTALLATION INSTRUCTIONS FOR PROPER AUGNAIDO HAMMER/DISCUS CAGE DETAIL 2 SCALE: NONE �Dcm SLEEVE STEEPLE CHASE PIT JQ FOR PERMIT SUBMITTAL MARCH 29, 2010 STEEPLECHASE PIT DETAIL n SCALE: NONE G O S S E N S BA C H M A N ARCHITECTS 85 Granite Shed Lane Montpelier, Vermont 05602 P 802.229.1664 F 802.229.4822 ENGINEERING wNTURES INC 208 Flynn Avenue Suite 2A, ft hqw, VT 05QI ter. 802.863.6225 fan 802.863.6306 Engin<enegVrneen.can OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax: 802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont IRevisions: Job Number. 09906.00 Flo Name: Scale: AS NOTED Date: March 25, 2010 TRACK DETAILS I C2*5 32'-G' 91NGLE WHUIEAD Mx, — GROUNDS MAINTENANCE GARAGE JQ I I ss EelPoa uc�mre SERVILE CLOSET Ft — Firm NICK ANP PIT IIIIII 00�8 TRIPLE STACK IIIIII JQ0RB g HIGH D0 J I I I I I Ian_ (Inun iA TRACK STORAGE I I IIIIII IIIIII IIIIII llllll GARAGE I POLEVAUTPIT DOEwaLt sTAOan u•DEEv oRAGE W-W HIGH OVERHEAD OVERHEAD SINGLE DOOR DOOR ` sa-,7'4. al��DOOR vr. rd _ — 0 1 4J ,� EAST ELEVATION � ebut t/s• • t'4 PREP COa91(/�TPD4ET/ e1AUONRI 3 WEST ELEVATION 4 NORTH ELEVATION Hinieucs Burlington, Vermont ReAslaw: .lob Number: 0000-M File Name: 91prage suyang scale: As NOW Date: MARCH'16.Z0'10 BUILDING PLANS A 1 gON PARKMu► - � / t - 1-� � It ,. , it h ri 1 f, 11t 5� f i 500 FT BLASTING RADIUS - FROM SOIL BORING EV-43 v I � 1,000 FT BLASTING RADIUS E C Ccc ' i FROM SOIL BORING EV-43 ��� � 0 250' 500' 1 000' MAR 2010 City of SO. 1311rlin 9to,, SCALE: 1 " = 500' 1 BLASTING RADIUS 7ENGINEERING Checked By: Scale: KW 1 "=500' BURLINGTON VENTURES Pc Drawn By: Project No.: `/ 208 Flynn Avenue, Suite 2A Burlington, Vf 05401 ST 09906.00 telU Y M TRACKMechanic hank treet,Suite3 0A,le anon,06 85 Mechanic5treet, Suite 350A, Lebanon, NH 03766 Date: Drawing No.: tel. 603.442.9333 • fax 603.442.9331 www.engineeringventures.com 3/25/10 BP1 N 0_..r. 5 J(S \ ROBINSaN PARKWAY � t }`?,,� �: I �t�°t S• pro o-, C nm mawmxu 1,000 FT BLASTING RADIUS FROM SOIL BORING JA-12 500 FT BLASTING RADIUS - FROM SOIL BORING JA-12 0 250' 500' 1000' SCALE: 1 " = 500' BLASTING RADIUS SOUTH BURLINGTON UVM TRACK Rpm [i 11 ENGINEERING VENTURES Pc Checked By: Kw Scale: 1'=500' Drawn By: ST Project No.: 09906.00 208 Flynn Avenue, Suite 2A Burlington, Vf 05401 tel. 802.863.6225 • fax 802.863.6306 85 Mechanic Street, Suite 350A, Lebanon, NH 03766 tel. 503.442.9333 • fax 603.442.9331 www.engineertigventum.com Date: 3/25/10 Drawing No.: B B 2 south urington PLANNING & ZONING March 29, 2010 Re: UVM Track Dear Property Owner: On the back of this letter is a copy of the draft agenda for the April 6, 2010 South Burlington Development Review Board meeting. The agenda includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall.,' consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Tana 7BeagIey Planning & Zoning Assistant 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com o ,0 southburrangton PLANNING & ZONING AGENDA South Burlington Development Review Board Tuesday, April 6, 2010 7:30pm Regular Meeting City Hall Conference Room, 575 Dorset Street, South Burlington, VT 1. Other business/announcements 2. Minutes of March 2 and March 16, 2010. 3. Continued preliminary plat application #SD-09-51 of Pizzagalli Properties, LLC for a planned unit development to construct a 50,000 sq. ft. office building, 119 Tilley Drive. 4. Continued final plat application #SD-10-03 of Robert L. Provost for a planned unit development on a 0.57 acre parcel developed with a single family dwelling. The proposal consists of: 1) adding an accessory residential unit to the existing single family dwelling, and 2) adding a second single family dwelling, 27 Birch Street. 5. Site plan application #SP-10-19 of City of Burlington/Burlington International Airport to implement the following improvements: 1) resurface runway 15-33, 2) reconstruct taxiway "H", and 3) improve the intersection of runways 15-33 and 1-19, 1200 Airport Drive. 6. Sketch plan application #SD-10-06 of Peter, David and Jesusa Krag to subdivide a 10,357 sq. ft. lot developed with a single family dwelling and detached accessory residential unit into two (2) lots of 12,100 sq. ft. (lot #1) and 10,357 sq. ft. (lot #2), 250 Spear Street. 7. Preliminary and final plat application #SD-10-09 of Burlington Properties Limited Partnership to subdivide a 77.6 acre parcel developed with a light manufacturing facility into four (4) lots ranging in size from 4.93 acres to 38.55 acres, 85 Meadowland Drive. 8. Sketch plan application #SD-10-12 of the University of Vermont to construct a 275'x600' track (only a portion of which is located in South Burlington) 147 Spear Street. 9. Final plat application #SD-10-07 of Bullrock Corporation to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility 250 Quarry Hill Road. 10. Continued sketch plan application #SD-09-42 of Gary Farrell et al for a planned unit development on a 26.1 acre parcel developed with two (2) single family dwellings. The proposal consists of: 1) razing one (1) single family dwelling, 2) constructing 29 single family dwellings, and 3) constructing 22 two (2) family dwellings, 1302, 1340, and 1350 Spear Street. 11. Sketch plan application #SD-10-08 of F+M Development Co, LLC for a planned unit development consisting of: 1) razing and existing health club, 2) constructing a 20,400 sq. ft. medical office building, and 2) constructing a 40 unit multi -family dwelling, 78 Eastwood Drive. Respectfully Submitted, Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Permit Number SD-- / 91'� 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 #) University of Vermont & State Agricultural College (c/o Campus Planning Services, Linda Seavey, Director) 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 2) LOCATION OF LAST RECORDED DEED (Book and page #) Within this subdivision lot there are three records of deeds: • Northern portion: Mary Fletcher Hospital Tract, 1891: o Volume 31, OPage 168 in the City of Burlington — June 3, 1891 o Volume 3, Pages 165-166 in the City of South Burlington — June 23, 1891 • Middle portion: Buell Tract, 1921: o Volume_74, Page 549 in the City of Burlington — July 6, 1921 • Southern Portion: Brownell Tract, 1923 • Volume 83, Page 570 in City of Burlington — October 24, 1923 3) APPLICANT (Name, mailing address, phone and fax #) University of Vermont & State Agricultural College (c/o Campus Planning Services, Linda Seavey, Director) 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) The Athletic Campus is University -owned land. 5) CONTACT PERSON (Name, mailing address, phone and fax #) Lani Ravin, Associate Planner, Campus Planning Services 109 South Prospect Street Burlington, VT 05405 (802) 656-3217 (802) 656-8895 FAX Email: Lan i.Ravin(a)-uvm.edu 6) PROJECT STREET ADDRESS: 147 Spear Street 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1810-OOOOON and 1810-00799N 8) PROJECT DESCRIPTION Replacement of Athletic Track to meet NCAA specifications. See Project Description in cover letter to Ray Belair. a) Existing Uses on Property (including description and size of each separate use) Existing fields are used for UVM physical education and athletic training programs, team practice and competitions, general recreational and intramural activity and community events. The artificial turf field is 236' x 404', partially within the City of South Burlington. The existing track is partially demolished. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) The partially existing athletic track will be replaced by an improved 600' x 275' track that will meet NCAA specifications. The proposed uses will be the same as for the Previously existing track in addition to 3-5 meets per year. The average number of spectators for meets will be 250. We may use a portable public address system for meets. The existing storage shed will be replaced with a larger storage shed. Neither shed is within the City of South Burlington. As part of this project, we will remove the existing softball field (in Burlington). Stormwater will be routed into the existing Southwest Stormwater Pond in Burlington. c) Total building square footage on property (proposed buildings and existing buildings to remain) There will be no new building within the City of South Burlington. 16,778 square feet of the track (-18% of total) will be located in the City of South Burlington. d) Proposed height of building (if applicable): Not Applicable. e) Number of residential units (if applicable, new units and existing units to remain) Not Applicable. f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) All utilities and public services such as electric, water, stormwater treatment, fire and police services will be provided by the City of Burlington and the University. All electric and water lines will be underground. No additional parking is required or provided for this project. 9) LOT COVERAGE (on South Burlington UVM parcel) a) Building: Existing 9.46 % Proposed No Change % b) Overall (building, parking, outside storage, etc) Existing 35.64% Proposed 38.09% c) Front yard (along each street) Existing _% Proposed % No Change 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) There is a license agreement with the City of South Burlington for the recreation path. No changes are proposed. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) No changes are proposed. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) See separate attached sheet. 13) ESTIMATED PROJECT COMPLETION DATE: Spring 2011 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 (l 1 " x 17") of the plans must be submitted. A sketch subdivision application fee is $125. 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 APPLI ANT Linda Seavey, for the University of Vermont, Director, Campus Planning Services 3• �'� 1 d SIGNATURE OF PROPERTY ER Linda Seavey, for the University of Vermont, Director, Campus Planning Services Do not write below this line DATE OF SUBMISSION: �/ /J I have reviewed this sketch plan application and find it to be: Complete ❑ Incomplete �v Director of Planning & Zoning or Designee Date 4 {® �40 so thburlinoon PLANNING & ZONING March 25, 2010 Lani Ravin, Associate Planner, Campus Planning Services 109 South Prospect Street Burlington, VT 05405 Re: Athletic Field Improvements Dear Ms. Ravin: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on March 25, 2010 (effective 3/25/10). 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. Sincerely, Jana Beagley Planning and Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 4 11 i 1 Site Plan Application Permit Number SP- - Y� N 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. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): Universitv of Vermont & State Agricultural Colleee (c/o Campus PlanninLy Services, Linda Seavev. Directorl 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 2. LOCATION OF LAST RECORDED DEED (Book and page #): Brownell Tract, 1923 Volume 83, Page 570 in City of Burlington - October 24, 1923 3. APPLICANT (Name, mailing address, phone and fax #) University of Vermont & State Agricultural Colleee (c/o Campus Planning Services, Linda Seavev. Directorl 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Lani Ravin, Associate Planner, Campus Planning Services 109 South Prospect Street Burlington, VT 05405 (802) 656-3217 (802) 656-8895 FAX a. Contact e-mail address: Lani.Ravin@uvm.edu 5. PROJECT STREET ADDRESS: 147 Spear Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1810-00000 N 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Site Plan Application This proposal is for a small 12' x 20' game operations booth at the existing turf field that will be used to call games, operate the scoreboard and statistics. This is a National Collegiate Athletic Association (NCAA) requirement. The proposal includes an 8' deck in front so game callers can be outside in good weather. The booth includes a small storage area for game related items. There will be no heat, no electricity or insulation in the shed. There will be a hole in the wall to run a wire from the nearby existing electric panel for internet and an existing PA system. This wire will be removed at the end of every game. A portable ramp will be installed when necessary for accessibility. The booth and deck will be wood on concrete piers. The deck and floor level will be two feet above the existing concrete apron (see plans). b. Existing Uses on Property (including description and size of each separate use): The existing parcel in South Burlington includes part of the Moulton Winder Turf Field, part of the Gutterson Garage part of the Marsh -Austin -Tupper dormitory complex and parts of the associated parking lots. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses will remain: the small Game Operations Booth will enable the turf field to function as per NCAA requirements. d. Total building square footage on property (proposed buildings and existing buildings to remain): Total buildings, parking, roads, walkways etc, including turf field concrete apron: 6.099 acres. This project will add 240 square feet of new impervious surface. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The new building will be 12'3" in height. starting 2' above ground level, for a total of 14'3". f. Number of residential units (if applicable, new units and existing units to remain): Not applicable: No change from existing. g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): No change from existing situation. The booth will be used by existing employees and students. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The project is located within the IA -North District. 8. LOT COVERAGE Total Parcel Size: 15.692 acres. a. Building: Existing_ 9.42% / 64,413 sq. ft. Proposed_9.46% / 64,653 sq. ft. (240 s.f new impervious surface). b. Overall impervious coverage (building, parking, outside storage, etc) Existing 38.87%/ 6.099 acres Proposed_38.90% / 6.104 acres c. Front yard (along each street) Existing N/A % / sq. ft. Proposed N/A % sq. ft. d. Total area to be disturbed during construction (sq. ft.) 3520 s.f. * 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): $ 9,000 b. Landscaping: $270 c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): No Change b. A.M. Peak hour for entire property (in and out) -..No Change c. P.M. Peak hour for entire property (In and out): No Change 11. PEAK HOURS OF OPERATION: When game is in session: 12:00-5:00 pm 3 Site Plan Application 12. PEAK DAYS OF OPERATION: The majors of games will occur on weekends. Saturdays & Sundays. September -November and March -MU. 13. ESTIMATED PROJECT COMPLETION DATE: Project can be completed within one month of permit approval. 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) The University has interpreted the boundaries of this project to be the parcel boundary within the City of South Burlington. The parcel boundaries are bounded by Burlington Country Club to the south, Spear Street to the east, UVM owned property in Burlington to the west and Main Street to the north. See separate sheet for abutter list. 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 4 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Ic Linda Seavey, Director, Campus Planning Services WUY4tQ14x_ For the University of Vermont & State Agricultural Colle E SIGNATURE OF P OPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: P REVIEW AUTHORITY: Development Review Board ZAdministrative Officer I have reviewed this site plan application and find it to be: Complete ❑ Inc gplete Direlctor of Planning-& Zoning or Designee 5 The UNIVERSITY of VERMONT CAMPUS PLANNING SERVICES http://www.uvm.edu/—plan/ Raymond J. Belair, Administrative Officer South Burlington Planning & Zoning Department 575 Dorset Street South Burlington, VT 05403 March 22, 2010 Re: University of Vermont Game Operations Booth at the Moulton -Winder Field, 147 Spear Street, Athletic Campus Dear Ray, The University of Vermont is submitting an application for administrative site plan review of a small game operations booth to be located on the east side of the existing Moulton -Winder Field, completely within the City of South Burlington, within the University's Athletic Campus. This 12' x 20' structure will be used to call games, operate the scoreboard and statistics. This is a National Collegiate Athletic Association (NCAA) requirement. The proposal includes an 8' deck in front so game callers can be outside in good weather. The proposed booth will include a small storage area for game related items. There will be no heat, no electricity or insulation in the booth. There will be a hole in the wall to run a wire from the nearby existing electric panel for internet and an existing PA system. This wire will be removed at the end of every game. A portable ramp will be installed when necessary for accessibility. The booth and deck will be wood on concrete piers. The deck and floor level will be two feet above the existing concrete apron (see plans). The structure will be in use during games, which are held primarily on weekends, between the hours of 12 noon to 5:00 PM. Games are generally held from September - November and March - May. The existing portable public address system is and will continue to be "aimed" at the bleacher areas, directed away from the surrounding neighborhood. 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 Equal Opportunity / Affirmative Action Employer — 2 — March 22, 2010 Water quality treatment will be attained by filtering through vegetative terrain on the gentle easterly down slope. The new impervious surface (240 s.f.) will have a de minimus impact on existing conditions. All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. At completion the entire site will be stabilized with grass and the required landscaping. Construction can begin as soon as we get all the necessary permits, and should take up to a month to complete. The total cost of the project is estimated to be about $9,000. Enclosed please find check # 1151599 for an application fee of $88. We understand this application can be reviewed administratively. Please let me know if you have any questions or need any further clarification. Thank you for your attention to this matter. Sincerely, Lani Ravin, Associate Planner Campus Planning Services Cc: Linda Seavey, Director of Campus Planning Services Todd Merchant, Facilities Design & Construction Joseph Fischer, Athletics Department Attachments: Application for Site Plan Review Check # 1151599 for $88 List of Abutters and Mailing Addresses Abutters Location Map Plans: C-0 Overall Site Plan & Location Map C-1 Site Plan with landscaping A101 A102 A103 A104 A105 H:\My Documents\Athletic_Campus\2010_02_26_SB_Turf_Operations_Bldg_cover.docx UVM Athletic Track Replacement List of all Abutters and Mailing Addresses University owned properties to the north and west of this parcel. The following list represents all abutters to the Archie Post Field Complex, including all privately owned Spear Street residential neighbors. Source: 2009 South Burlington Grand List Pamela Storey & James Thompson Marcella Peden, Trustee Cornelius J. Carr 74 Spear Street 82 Spear Street 88 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Gerald & Patricia Divincenzo Joann P. Nielson Garth & Clara Peterson 96 Spear Street 100 Spear Street 106 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Peter & Sylvia Tousley Mark Chaffee Sophie Quest 112 Spear Street 126 Spear Street 134 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Walter & Nancy Antos, Trustees Ronald & Radetta Nemcosky John Lucas Hauman 140 Spear Street 148 Spear Street 156 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Tommy & Monica Devino Hilary A. & Carl Davis Terrence E. Granahan 168 Spear Street 170 Spear Street 184 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Frederick & Patricia Cianci Rebecca Blodgett George Passage , Jr. 188 Spear Street 210 Spear Street 220 Spear Street South Burlington VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Dieter Gump, Trustee Mary & Jan Rozendaal Elizabeth Orr 226 Spear Street 233 Spear Street 234 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Christopher J. & Leigh P. Cole City of South Burlington Burlington Country Club 238 Spear Street 160 Spear Street 568 South Prospect Street South Burlington, VT 05403 South Burlington VT 05403 Burlington, VT 05401 .I ► GUTTERSON FIELD HOUSE , JI / , g id I DAVIS ROAD 0 1 C' l ,2 s. Im of I • 1 I 1 I I 1 1 I 1 1 1 I I I 1 I Exlsting Turf Field 1 1 I 1 I 1 I I I I I 1 1 I 1 1 to to 0 1, I� 1 1 a Proposed Game Operations Booth Tree I T Stor Fa 1 , \1 tore I 1 1 1 I 1 1 I 1 1; I >� 1 1 1 1 �I 1 I 1 1 I 1 1 0 I 1 1 1 1 I 1 1 I 1 1 pitted I rack , mwater , I cility Not !rutted 1 I 1 �JbU �' _J (Ielvh°hgrx UNIVE nY R= 1 VERAIONT E o $ akao It lJ 10 BURLINOTON a cat e`"�p' i.•`\ '� ' , lei �j. 4 1 1 1 1 1 1 I 1 1 1 1 0 I 1 1 1 1 I n 1 _ 1 I J 1 -- 1 I 1 I a Locotion Moo Kfs The "77-:77 UNIVERSITY of VERMONT UVM University of Vermont FACILITIES DESIGN k CONSTRUCTION MARSH HALL, SUITE 10 31 SPEAR STREET BURLINGTON, VERMONT 05405 (802) 656-3291 CIVIL ENGINEER No 6105 �0 'c'WnFr,S��m fix• [`�J FOR REVIEW ONLY Fg P NOTES Project: 1. The tepogrophic features shown on this plan are based Moulton Winder on ortho photographic topography provided by the t, iversily of ✓ermont. Field 7 The property lines shown on this plan ore opprorimote Game Operations only Booth Project No. 09224 Scale 1' = 30' Drawn by DMR Checked by Date Jonuurr 14, 2010 Revisions No. Date Drawing Title Overall Site Plan 0. M.60. /}a' IM, Drawing No. BAR SCALE l = ao, C-O 09I2�\OmMi-curenle.g See Architectural Plans �l for a// design related 395 V information for Go o and associated building infrastructure. 2 1 /2" PVC WATER _ f?e%ate existing yard and ground =� 7 0ra�s, Wives and ossociated piping PVC WATER to location outside the structure 395.65 / footprint. Coordinate with UVM. New ame telecom junction Ex. sprinkler head box Existing bon/ands — — — — (1) — 3/4" POWER Ya ----- (2) - — T-- ----- - hyor - _ /4" COPPER WATER d a ,I, AIRLINr' ez4. cprlPrete d ; �. •. 4�. < ..•I. .Y 4. ° d • d . 4 •. •d: ., w.4 '±�r— New steps. See—1 11 W Architectural Plans n I O ex. synthetic turf field NOTES• 1. n- C-1-for old/ be respansA/s / rspokhq W C'sluibed -sos bock fo o"gha/ eandi'/inn. hekidhg but not 'knitw 1. pe-enl, to dscgoiiq, sin. lighli a Neclikd, and etc. T A. uMffkre to be aband se'pall ed aieody cut [roped wo(wl/gh/, and let h-pbce unless he 'emo.oi of lone abawaned ulAty fs repukw two&Ms uib•% i R� m hterruprip ony a191A -AInn with 0- y 9w -liar Or prey y and may be obondmed J AN news AX slanms root and oin- weal. -atonal k the e�cbs/w prepwly of the CmHxfr and rnW be removed Rom UM -Mar/y ond dlseosed of h a St./. uWO-s' dnpase, / mat e. Can/roc/- snob be raspt knpo,mq /gnSad as regaled to conp/efe Ins a%set C rrocrr snort rest `W'a' op""" by M. awlw and rnghee, 5 is Contract- shut comply .hh the erosion pr.wnt/ i oral s,aknenf rmfrd permit repuiemants and in. pr-ebires -I,.- h fne Lo. R'rk Si/. Hanabook lar f o i- P -I/- and Soo ,-J C-frd The ii giros nn me Maims=' c_"' a �se�sllhYiRo,m a an the �9 c'n"Oos al,of 6 the Conliacf- .hall coaadhol. the /Wo.inq —11.114x1 reoled phashg ;ogwnanf, d sepuonchp issuer aim aceef mr -iar nano ant dirhg on rructinn. Sequ o/ eonrfrue/fon• ; f d 'lock Ae sos' -!?"aft- so et, banks" frolic. pbrs _d pwer/Tian p - roufhg; noise [-[espy locd -dhonam troll/• antra, one my l/rm snot ex be mohlofned by Me Pn d pYanf Dp bnenl a/fr construction. 7 the Contract- shall be rerpansd,/e for mahldnh9 Sale pedestrian and vM Jar Iroff/ sound Ine ean't'_Ab r In, os necessary. 6 Any dpnage to me sdslhg cancrore apron, caused dWr q-.1-Cfkn, sn.# be 14-ked by Me conlroc/w to nfsfang of better cmd7kn .1 no cost fa Ine awn-. 9. No conslrucfian wnk/e Iraf/k, mofaid +/dope, a o/nr cmrfrucfim 'e/ofw ocf/Mly snail — on the ).mefk Iva/ lied 'a A f-por/ stobdfrw crosfnx:fi- mrrmce not, be hsto/Iw in, canfrruclian v kles on/e-hq ant _;song Ine a Islhq pored rood. n It osfhk 48 pours It %rid plodhq be exposed sW must be sewed and mulched or covww .fth wosiar contra mdtmg in a--abn- with the panI b'fim Of the Store o1 Vwmanl La. Risk site Nmobook Erosi- Prswntbn and sed-ant C /rot FF = 398.0' Ground fence prior to any earth disturbance. ph soca/rus 20i4610 9' of. / Uil�int I,'r Relocate ex. sprinkler head an associated water piping to location outside the structure —footprint, Coordinate with UVM. — —� — — — —" 3 PPVC WATT ER-------------- — 395.65 CONTROL WIRE Ex. x 395.7 sprinkler Ex. sprinkler head head (1�=3/4_POWER — — — — _ = 2, P��WATE� (2) 3/4' TELCOM d s Tad M 4 G 4 •d d WZT t8a' < ' .i d .° e" 4 corm n .. d a New Deck. See Architectural Plans. st - 6" PERF. PVC UNDERDRAIN 4 Soil and Seeding Notes I. ropsa and! be '-'sped one :hop haw a nhhwm e' dM,th odes: aInVional o pfh is specified an the R/ans Weal snob be 001-ak 1e-lie, bbb/e sod rep'esentoffw Of bad proalrclfw sod and / of day I-P. s/ones subxW ar olds- faa;gn molly, nor wor- or muddA AcfmTy range PH 5-7 no/ /er. In- IMee (3) preen! humus. Somp/ .M be '.puled fa tpprows! AN /wing costs ea be paid by C-Marl-. T Crnmrcid frlhir Non be a c piers p-f food canfohhg nif'ognn (SOX organic) phosohork acid and polo Sod tests eM hdcole co pasflion requred J "*. seedkrq is Ins eel 'w p /C. /- /-/ esfodisnment. SpeNT sung are fwfairr: 19-If- 19 75 ins pw 1,000 gobans of eater Line, 100 ins Pw 1,0109 gabma d ealw Seed, UVM /1 m& 6 Ibs pr t 000 'bide feet 11. e6R Mon.- Mob Per Ry. rrosi Germ: 90l le. ell Non. Dwos/y IW Fescue Grm: SOT 974X Mon. &eg,ing Red f s-e Germ: sox T. 32T Max. bap 161.E Mo. her/ 0.. 05X Mor. egad U.", 300 lb. pw 1.000 gWans of baler. r-ifS /bs pw 1..000 wows of baler AI -I 1- 1, log snW be given to P ,Wcof Pans apundr Manager briar 1. eedit /- app' . e. the g-os. and m % be q,pied by nand method al a role a/ 616s par 1,000 sq. ft. 5 A— h.M g sW eanpaclian as o rear!/ o/ --- (m fkn SAW be rofo-/Med pig- /o seeding 6 It nand serdhg, m/y ./r.. malts / 1. Be urw and .mow by netts g ether o-gan/ a m-panic I/ h-gonk is area it —1 be removed balmy. the 1ksr m h'g. 7 Sla iw / fbirer snas be qWi d of the n-mui rote or the tone of seadhg. Fr1g; r opp/kofhn .d/ not be Wowed h sansh/w oreos and adbconl to &.Hoge e N as delennhw by the fngher. 6 Motring is to be done by The C tract- to maktoin prgow 9molh C tractor .shW s ppty the wofw and W ppoiof- essY to apply the wotw (L& hoses sprhk/ws, etc.). 9 Slokng of all fgosWw -eos la smarm / I M.M. .M be rsq knot Aecep/able '!Wong motwids wM be WOO& stokes and twhe or string eth Rogghq otloMw / of aiif' C-I,-I- is responsible 1. mohloh snores Inr..0-1 Ine e-rm/y'rind /a A qu-an/ee through the /dal 9 o. q season a repined with any sp-se - bare areas /doer than I rq. fL to be red-,, It me cmr'-far snW test rgosW to dehrmhe pr0nr oppticohm role of lime and 1W?Xw Submit lasts to Enghew f- approve✓. !T Sewing is pennWO f barn Nay 13 - .one IS and August 15 - Sep/ember /5 other '.why is possible of other tines with psi- wprovd tom the Physical Plant Groin'' Manage. • d . .ors'. .d e ,. dt- 14 P .. <. a , d . .. d d. a •� w d . 0 7uRF EDGE ' New steps. See Architectural Plans. 18" Polyethylene Storm Pipe ex. synthetic turf field Aepcan/ nose:cope - Crisfing ground-1 Profile Provide opprcp We Irmsilan beleson, 5lon111rcd consna<lim rnfrmtt and odkcenl nordscope occ 40 ng !2' min. I' minus Adpc-t ground trashed slope hadscope I IO' min. rod Plon p O de ant at W -war kn mhanns Mohloh os 'equsso' fo pewnf 1'-khq o/ sedhrenf. Note. - Canlr la, ~ be 'e pmsdNe /- in, hslodoffm ainr . a _n,l Of. W A, construclim entronat of 1.1h twnsliuclian -!rants t the probvt. Me Cmsbuclbn StW4red fn/ronn and its canfhued moklena- andl be o mhhwm measure to ,re 1 frockhg of 5e.9nenl ol/-sire - C lroct- to use Mori SIX& maw Mane far ( y con 1-14n roar - slaMI-o' conrbueHan _barites shut be repufrw when wMs -e 8Oi R/w .fin se,Onmf. f/goak N.W hch ds oddng odoilimd e' mhos crisped slant. Temporory Mobilized Construction Entrance .I' Q0577NG COMMONS NOTES. 1. Lnderground uthlties ore based on AufoCAD Riving. provided by EngWberth Construction Inc. as part of the UNIT Turf Field proriec't and not worronted to be exact ar complete Dig Safe shall be centocted prior to any excavation. 2. The fnpogrophie cand'tions shown an this plan are based an survey shots provided by Engelberth Construction Ire. os part of the UNIT Turf Field proiiect. Elevations ore based " the datum used for the Turf Field proylect. J The North arrow shown on this plan is based on the UVM coordinate systen. Legend M, Poway pole -� 1T Surroy Cant-1 Panl 0 E isti g light pots Existing hymant v sign Existing .sprinkler head Exaffng underground power/�elcom —�— Existing Water Line/CV st Existing storm Line UD - Ex/strng under&okn pipe 13e --' E !'tong C tour ExAMbg contras. --� ♦ - New temporory sot lens —� NOTE.• Mointenonce shall be prfamed as needed and -atrial removed when Mood stokes mien m sedinnent reaches half of fabric height. doen Mope side o/ i ce Mkoa too, We` lob/[ Mfrop I(p We, ibbrk attached to Srep/e fob/ 1. woad W. A 'fetes an 'slope side. srW F_ 5' froncn by look h 1 boll- Boer ./fn m-s/te motrk. pre salts! ape. 15W.II 16nYnh. II I it I U J If sit kris' is Ii I u IJ hom mn ge G Sec ion A -A ie ^ Bran. pa.e a se d bonoaf -It be A Sdf lance 'poring chart used sat /San slmh 31< fa la[ 30 !f. ar bsa laf !e 7L4[ T3 n. or > TLti /5 A w less T Ica/ Temaorgry Si/t Fence ALS 0' S' 10• 20• .30' Bar Scale I. = 5' EU' The UNIVERSITY of VERMONT UVM University of Vermont FACILITIES DESIGN & CONSTRUCTION MARSH HALL, SUITE 10 31 SPEAR STREET BURLINGTON, VERMONT 05405 (802) 656-3291 CIVIL ENGINEER `�Pe����uE.yR41 • € W, rrr g5'�ONAI _,G"p I ImI FOR REVIEW ONLY Project: Moulton Winder Field Game Operations Booth Project No. 09224 Scale I' - 20' Drown by DMR Checked by Date Dec. 18. 2009 Revisions No. Date Drawing Title Site Plan Drawing No. C-1 1 FLOOR PLAN o 48. - - -- Scale: 10 Moulton Winder Field Game Operations Booth University of Vermont Athletic Department No. Description Date PLAN 1 PERMIT APPLICATION 11-19-09 Project namner _aT/f`tf�^`lLAnni" Date.. Drawn by Checked by November 5, 2009 1. Al 01 AK 1 /d" = 1'-0" wivUm- i c riEn I I I _J _ I f- 1.-_.. I I--_1 1 WEST ELEVATION o 41 8' Scale:1/4" 1'-0" --- Moulton Winder Field Game Operations Booth University of Vermont Athletic Department No. IT- Description Date WEST ELEVATION PERMIT APPLICATION 11 19-09 Project number re'~?.. j- KOM 17,' 5' oq - Date November 5, 2009 l 02 Drawn by AK checked by AK Scale �1 ROOF EDGE 396'-0" +/- EAST ELEVATION o __ 143-10 Scale: 1/4" = 1'-Ul _ 4- WOOD DECK AND STRUCI-URE Moulton Winder Fuld Game Operations Booth University of Vermont Athletic Department ASPIIALI' SHINGLES RAFTERS WOOD SIDINC/TRIM EXISTING 11- 11 ITS/ WIRE PANEL I I 130-FTOM OF STRUCTURE/ I I I 1 RASE TRIM CONCRETE PIERS No. Description Date EAST ELEVATION 1 R PEMIT APPLICATION 11-19-09 Project number --- �. _. Date November 5, 2009 03 Drawn I)y AK Checked by AK Scale 1 /4" = 1'-0" ROOF EDGE 410--3" / fiAFTERS 41 I.OUVER/FAN Siff SEE EI-EVATION 1 FOR = — TYPICAL NOTES i- WOOD DOOR W/ WINDOW + WOOD TRIM / WOOD RAII.ING WOOD SIDING WITH WIRE - - PANELS EXIS I-ING _ rl E` UTILITY PANEL - I FLOOR LEVEL I I 398'-0" +/ EX. CONCRETE APRON - -- - - WOOD BASE TRIM EDGE OF EXISTING RAMP WIRE PANEL 1 r i CONCRETE APRON 6WOe�4—(Lr✓�O ' WOOD DECK CONCRETE AND STRUCTURE F L--;_, 1--_t _ 1__��__-1 PIER -1 F__�-.;_, IL L- - J L - -- 1 ---- 1 L.._----.1 -- 1 L--- -1 ELEVATION o 4 g SOUTH ELEVATION 08 DNORTH Scale: 1/4' — 1 0" Moulton Winder Field Game Operations Booth University of Vermont Athletic Department No. Description Date NORTH AND SOUTH ELEVATIONS 1 PERMIT APPLICATION 11-19-09 Project number - - 2 .. _� Pta'j��--- -- (,2 fo��o� Date November 5, 2009 Al ®4 Drawn by AK Checked by AK Scala 1/4" = F-0' A EOOFED4CE I /IU--- —-------------------- — -- ------ ---- ROOF TYPE: -ASPRALT SHINGLE -ICE AND WATER SHIELD (ENTIRE SURFACE) -METAL DRIP EDGE 314' COX PLYWOOD SHEATHING -2XI2 NOM. FRAMING JOISTS 16, O.G 1122 �Y -WO0nR4fTERTAIL52'-lY F -- 2%6t00K0UTO.C. 41 �� IHTER-0RWAtl: -I12' CDX PLYWOOD SHEATHING -2X6 FRAMING IF O.C. I .1/r COX PLYWOOD SHEATHING ig m� EXTERIOR WAIL• -WOOD CLAPB0AR0(3' EXP) •CEDAR BREATHER (OR EQUAL -BUILDING PAPER -112' COX FLYWD0DSHEATHING -2X6IFAMING 16' QC. -1/2' COX PLYWOOD SHEATHING RMEL FLOOR STRUCTURE: -314' PLYWOOD -lr NOMINAL FRAMING DEPTH-- -METAL101ST HANGARS AVOOD BLOCKING GROUPED COVER: -GEOTEXTILE -PEASTONE PIER: -8' CONCRETE -IAETAL I'MANG ANCHOR r Section Ster:A'+'r1�e' n GENERALNOTES -SECTI0N DRAIVING IS NOT FOR CONSTRUCTION -PER AGREEMENT, NO ARCHITECTURAL DETAILS HAVE BEEN PROVIDED. UVAI TO COORDINATE ALL CONSTRUCTION DETAILS, INCLUDING WEATHER RELATED DETAILS EXTERIOR VJALL- AT WINDOWS, ROOFING, WEATHER BARRIERS AND GENERAL ARCHITECTURAL DETAILS AND SPEOnCATKONS -WOOD CLAPBOARD WEXP.)-STRLICTURAL SYSTEMS. STRUCTURAL FASTENING, AND ASSOCIATED DIMENVONS SHOWN -CEDAR BREATHER (OR EQUAL) ARE FOR PREUMIYARYSCHEMAHCDESIGN PURPOSES ONLY FBI PERMIT APPLICATION BUILDING PAPER AMA TO COORDINATE All STRIKIURAL SYSTEMS 1V[TH REGISTERED STRUCIURAL ENGINEER, INCLUDING: -Ilr COX PLYWOOD SHEATHING AVALLFRALIING -2X6 FRAMING IW O.C. -ROOF FRALI;NG -LATERALFRAIAINGSUP70RT -FL00R,WALL AND ROOF BEAMS -HEADERS ABOVE OPENINGS -DIAGONAL BRACING REQUIRMENTS -COHCREIE PIERS -SUPPORTS BEARING ON EXISTING CONCRETE APRON -FASTENERS AND HANGERS -ASSOCIATED D.MEN"% ANIA TO COORDINATE ALL BUILDING CODE AND ADA REQUIREMENTS + -WAN TO COORDINATE W114 ALL CITY OF SOUTH BURLINGTON 20NI,'Cs REQURRMENTS -TMA TO FIELD VERIFY LOCATION OF STRUCTURE WITH EXISTING WMER CANON TMEJA a ANDADOACEITTIRRIGATION SYSTEM RAIUN'G: U. -2X WOODVERTICAI SUPPORTS ---- IX6 DECKING RAIL 1X3 DECKING TOP AND BOTTOM OF W.RE PANELS SNOOD DECK: -WIRE PANEL(4' OPENING MAX.) -i %6 NOSI. WOOD DECKEPlG _ -Ir NOM. DEPIH CA411LEWRED FRAMING, x No. Description Date ,WOOD BLOCKING - -JOIST HANGAR dX STUBWALL W/ PT BOTTOM PLATE — g -SPIRE PANEL IiINOT FOR CONSTRUCTION C University of Vermont Athletic Department Moulton Window Field Game Operations Booth Section Project number. Date. 19 November, 2009 Drawn by: AC Checked by: AK Project Phase: Al 05 D Scale: 3/4' .110 1 12 13 4 5 6 N Abutters Location Map w E� 0 115 230 460 Feet Game Operations Booth S University of Vermont Campus Planning Services 2/26/2010 S:\cps\PLANNING\PROJECTS\PLANNING WORK\South_Burlington.mxd l SBanknorth Vermont 111 Main Street P.O. Box 409 Burlington, VT 05402 TDBanknorth.com IRREVOCABLE STANDBY LETTER OF CREDIT BENEFICIARY City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Beneficiary, Gentlemen: Date of Issue: April 25, 2006 Date of Expiry: April 30, 2009 Letter of Credit Number 0049833-0002 CUSTOMER University of Vermont and State Agricultural College 109 South Prospect Street Burlington, VT 05405 TD Banknorth N.A. hereby establishes its Irrevocable Letter of Credit No. 00498833-0002 in your favor for the account of our Customer, University of Vermont and State Agricultural College, in the amount of Forty Thousand and 00/100 US Dollars ($40,000.00) (the "Stated Amount"). We hereby irrevocably authorize you to draw upon us, in accordance with the terms and conditions hereinafter set forth, by sight draft, an amount not to exceed the Stated Amount. Any number of partial draws is permitted hereunder, up to the Stated Amount. Signed draft(s) drawn on ourselves must be accompanied by: The original Irrevocable Standby Letter of Credit No. 0049833-0002 and any amendments thereto, if any. The original instrument will be endorsed and returned to the beneficiary on all partial payments. 2. A statement signed by a purportedly authorized representative of the Beneficiary, certifying that, the Customer, University of Vermont and State Agricultural College, has failed to pay billings in the amount drawn and a letter advising Bank of uncured notice of violation. 3. Notice of violation. 4. Copies of unpaid billings. The Stated Amount shall be permanently reduced by all drafts honored by the Bank hereunder. A division of TD Banknorth, N.A. Paf,,e 2 of Irrevocable Standby Letter of'Credit No. 0049833-002 The effective date of this Irrevocable Standby Letter of Credit shall be April 25, 2006. This Irrevocable Standby Letter of Credit shall expire at the close of business local time on April 30, 2009. Demand for payment under this Irrevocable Standby Letter of Credit may be made prior to its expiration at any time during the Bank's business hours, on a day on which the Bank's main office is open to the public for the purpose of carrying on substantially all of its banking functions (a "Business Day"). Any demand for payment and all other communications to the Bank relative to this Irrevocable Standby Letter of Credit shall be in writing and addressed and presented to the International Letter of Credit Dept., TD Banknorth, N.A., 7 New England Executive Park, Tenth Floor, Burlington, MA 01803 (the "Bank Location") and shall make specific reference to this Irrevocable Standby Letter of Credit by number and identification of the Customer. If demand for payment is made and presented by you hereunder at or before 12:00 p.m. local time at the Bank Location on a Business Day, and provided that such demand for payment conforms to the terms and conditions hereof, payment of the amount demanded shall be made to you in immediately available funds on or before the close of business on the third Business Day after the Business Day on which demand for payment and presentation of all necessary documents is made. If demand for payment is made and presented by you hereunder after 12:00 p.m. local time at the Bank Location on a Business Day, and provided that such demand for payment conforms to the terms and conditions hereof, payment shall be made to you of the amount demanded in immediately available funds on or before the close of business of the fourth Business Day following the Business Day on which demand for payment and presentation of all necessary documents is made. Any draft presented must bear the words "Drawn under TD-Banknorth, N.A. Irrevocable Standby Letter of Credit No.0049833-0002 dated April 25, 2006". We hereby agree with drawers and endorsers and bona fide holders of drafts negotiated under this Irrevocable Standby Letter of Credit that the same shall be duly honored upon presentation and delivery of the all documents specified above, in person, by mail or by an express delivery service during our business hours on a business day on or before the expiry date at our office at TD Banknorth, N.A. 7 New England Executive Park, Tenth Floor, Burlington, MA 01803 Attn: International Department. Except as otherwise expressly stated herein this credit is subject to the Uniform Customs and Practice of Documentary Credits (1993 Revision) International Chamber of Commerce, Publication 500 (UCP 500)., and any subsequent revisions thereof approved by the matters not governed by the Uniform Customs and as to the obligations of TD Banknorth, N.A., upon presentation of sight draft, be governed by and construed in accordance with the laws of State of Vermont. This Irrevocable Standby Letter of Credit sets forth in full the terms of our undertaking and this undertaking shall not in any way be modified, amended or amplified by reference to any documents or instrument referred to herein (except UCP500) or in which this Irrevocable Standby Letter of Credit is referred to, or to which this Irrevocable Standby Letter of Credit relates, and any such reference shall not be deemed to incorporate herein by reference any such document or instrument. Page 3 oflrrevocable Standby Latter o%'Credit 0049833-0002 This Letter of Credit is not transferable or assignable. Sincerely, TD Bankno , By: H. Ellery erkinson Its: Vice President Please address all inquires related to this item to the above address, Attn: International Banking, Standby Letter of Credit Dept., or by calling: Tom Maslin @ (781) 229-5464 or Mila Kaminsky @ (781) 229-5456. Our Fax # (781) 229-5663 SITE PLAN LETTER OF CREDIT AGREEMENT THIS AGREEMENT is executed in triplicate by and among the UNIVERSITY OF VERMONT AND STATE AGRICULTURAL COLLEGE (hereinafter referred to as "UVM"), the CITY OF SOUTH BURLINGTON (hereinafter referred to as "MUNICIPALITY"), and TD BANKNORTH, N.A. (hereinafter referred to as "BANK") WITNESSETH: WHEREAS, UVM has received site plan approval from the MUNICIPALITY'S Development Review Board for the development of an athletic track located at 147 Spear Street in South Burlington, Vermont, as depicted on a site plan entitled "UVM Track, 147 Spear Street, Burlington, Vermont", dated July 22, 2005, last revised March 8, 2006, and as depicted on a plan entitled "Proposed Layout Plan, UVM Track, 147 Spear Street, Burlington, Vermont," dated April 2006, prepared by Gossens Bachman Architects (together the "Site Plan"); and WHEREAS, UVM is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish a Letter of Credit to secure the obligations of UVM as set forth in the MUNICIPALITY'S approval; and WHEREAS, the BANK executes this Agreement solely in the capacity of Letter Credit provider. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. UVM will, at its own expense, complete the approved landscaping described in Final Plat Application #SD-05-84 in accordance with the specifications set forth in said Site Plan and related documents, subject to the terms and conditions of South Burlington Development Review Board approval dated November 3, 2005. 2. UVM shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement, "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to UVM that the construction is complete. 3. For the guarantee of UVM'S performance of all requirements hereunder set forth, UVM has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to UVM's copy of this Agreement. During the term of this Agreement, UVM shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of UVM to deliver evidence of such renewal to the MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 4. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, UVM is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If UVM shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 3 above, the MUNICIPALITY shall notify UVM by certified mail of said default. UVM shall then within three (3) business days provide the MUNICIPALITY with evidence of said renewal of the Letter of Credit or the MUNICIPALITY may notify the BANK of such default and request payment under said Letter of Credit. 5. UVM and the MUNICIPALITY hereby agree that the sum of Forty Thousand Dollars ($40,000.00) shall be sufficient to secure UVM's obligations under this Agreement but shall not relieve UVM from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 6. The MUNICIPALITY will promptly submit to UVM a copy of any draft it submits to the BANK. The consent of UVM to payment of said draft by the BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 7. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to UVM, by certified mail, setting forth its intention to do so. 8. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 9. If payments are drawn on the BANK by the MUNICIPALITY 2 pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to UVM. 10. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the three-year warranty period as described in the above Paragraph 2. If the MUNICIPALITY has not delivered any written notice to UVM of any defective or improper work or materials in the construction of the improvements within the thirty-six (36) month period, or if notice has been given and the defective work or materials have been corrected by UVM, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both UVM and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 11. Upon request of UVM, but only at the sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said Letter of Credit required hereunder if the MUNICIPALITY believes that the full amount of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of the Letter of Credit. 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. UVM hereby agrees to indemnify and hold the BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as the BANK follows the terms and conditions outlined in said Letter of Credit. 14. As between UVM and the BANK, UVM assumes all risks of the acts and omissions of, or misuse of the Letter of Credit, by the MUNICIPALITY. The BANK's obligation to the MUNICIPALITY is as set forth in the Letter of Credit and the BANK shall have no financial liability to the MUNICIPALITY beyond that expressly set forth in the Letter of Credit. r Dated at Burlington, Vermont, this ay of Q � , 2006. 61 IN THE PRESENCE OF: UNIVERSITY OF VERMONT AND STATE A RICUL URAL COLLEGE By: is duly authorized agent I Dated at South Burlington, Vermont, this ?`" ? day of 2006. IN THE PRESENCE OF: CITY OF SOUTH BURLINGTON By:_:�.. W tness Its duly authorized agent jZ. ittZne;ss Dated at J>0 ��-�c fir' , Vermont, this Z'A day of A 2006. IN THE PRESENCE OF: TD BANKNO TH, N. �- By: Witness Its duly authorized agent tness M K E 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: 4027-INDS PUBLIC COMMENT PERIOD: February 27, 2006 — March 29, 2006 PERMITTEE INFORMATION PERMITTEE NAME: University of Vermont PERMITTEE ADDRESS:. 109 South Prospect Street Burlington, VT 05405 PERMIT NUMBER: 4027-INDS PROJECT ID NUMBER: EJ74-0001 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Unnamed tributary of Potash Brook; Engelsby Brook EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to for the discharge of stormwater runoff from a track and athletic facilities project on the University of Vermont campus located in Burlington, Vermont to an unnamed tributary of Potash Brook and to Engelsby Brook. The means of treatment includes overland flow to a micropool extended detention pond (to Potash Brook) and treatment via discomlection of roof -top and non - rooftop runoff (to Engelsby Brook). TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vennont permit have been made by the State of Vennont 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) March 29, 2006 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. 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.vennontiudiciM.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Jeffrey Wennberg, Commissioner Department of Environmental Conservation E SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 December 7, 2005 University of Vermont Campus Planning log South Prospect St. Burlington, VT 05401 Re: Minutes — 147 Spear Street To Whom It May Concern: For your records, enclosed is a copy of the approved minutes from the November 1, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, W Y� Betsy M ough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 1 NOVEMBER 2005 Ms Quimby moved to approve the Consent Agenda as presented. Mr. Farley seconded. Motion passed unanimously. 4. Public Hearing: Final Plat Application #SD-05-82 of 0132, LLC to amend a Previously approved planned unit development consisting of. 1) a 3000 sq. ft. restaurant, 2) a 12,500 sq. ft. nightclub, 3) a 1620 sq. ft. personal service use, 4) a 1500 sq. ft. general office, 5) a 2408 sq. ft. short-order restaurant, and 6) a 1880 sq. ft. short-order restaurant. The amendment consists of. 1) site modifications, and 2) eliminating the need for off -site parking by reducing maximum occupancy to 639, 1214 Williston Road: Mr. Statesir noted that they had planted trees and shrubs. They also got a larger dumpster. They have been open for almost a year, and have decided they want to make 2 changes to their approval. They want to open the smaller room on Sunday for brunch. Mr. Belair noted the approval motion would allow them to open at noon on weekends. Mr. Statesir said they are very excited to be in S. Burlington, and their customers feel it is much more convenient to come to this location. The Department of Labor and Industry set a maximum capacity at 639. They had originally based their parking need on a much higher figure (772 were approved). If there is a sellout in the ballroom, they will not have an event in the smaller room. They are currently showing 266 parking spaces. Mr. Belair agreed with this number and noted it represents a 25% parking waiver. There have been no parking issues to date. Mr. Belair did advise that there have been some noise issues. Mr. Statesir said they are trying to be a good neighbor and are working on addressing noise issues. Ms Quimby asked if there will ever be a "WALK" sign near Al's as her son and other young people walk to this facility, and crossing Williston Road is very dangerous. Mr. Belair said there are long-range plans during City Center construction. He suggested asking Bruce Hoar about specifics and making him aware of concerns. Mr. Kupferman noted that getting out of the building after a concert was difficult as something was being given out at the door. Mr. Statesir said that was a rainy night, and they didn't want to get the free posters wet. Ms. Quimby moved to approve Final Plat Application #SD-05-82 of OB2, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. Public Hearing: Preliminary Plat Application #SD-05-83 and Final Plat Application #SD-05-84 of the University of Vermont to construct a 600' x 275' athletic track,14,930 sq. ft. located in South Burlington, 147 Spear Street: -2- DEVELOPMENT REVIEW BOARD 1 NOVEMBER 2005 Ms. Ravin the request is to partly replace an athletic track. They have applied for State permits and will be applying for Act 250 soon. Ms. Ravin noted that Bruce Hoar had requested some changes. Mr. Nedde explained that there are some swales that are being enhanced. Mr. Hoar wants them shifted slightly to the west. There is also a culvert near the second residence to the south which Mr. Hoar wants removed. Finally, the limit of the planned improvements was the second house, and Mr. Hoar has asked for another 30 feet. A stipulation was added to the draft motion as follows: The plans shall be changed to conform with the requests of the Public Works Director. Ms. Ravin noted they will also put in a bike rack. Mr. Belair advised there is a stipulation for a $40,000 landscape bond. Ms. Quimby moved to approve Preliminary Plat Application #SD-05-83 and Final Plat Application #SD-05-84 of the University of Vermont subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 6. Continued sketch plan application #SD-05-52 of Allen Road Land Co. to amend a previously approved planned unit development consisting of four two-family dwellings and one existing single family dwelling. The amendment consists of. 1) constructing a four story, 33 unit multi -family dwelling, and 2) eliminating four two-family dwellings, 725 Hinesburg Road: Mr. O'Leary said the warning should be for a 3-story building as they have made that change. The building will be 39 feet high, so no height waiver will be required. The building will also be 40 feet longer. They have shown a future 80-foot right-of-way for a future circ highway ramp. Mr. Dinklage noted this is on the TIP at the MPO. Mr. O'Leary said they have shown an alternate plan and a third plan which is not popular with anyone. There is an easement that goes around the condos and would allow access from the rear (there are lots of wetlands, etc. there). As shown, the project would require a 6-space parking waiver. Mr. O'Leary said they will not allow RV parking or storage. Members questioned keeping the existing single family house next to this huge building. Mr. Larkin said the State will probably take it out with the road project, so why should he pay to demolish it. It is also providing rental income. Ms. Carlson asked about a buffer for the existing homes. Mr. Dinklage said the Board will pay a lot of attention to screening at preliminary and final plat hearings. Ms. Carlson also questioned parking lot lights keeping their yards bright at night. Mr. Dinklage said -3- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 3, 2005 University of Vermont Campus Planning Attn: Lani Ravin log S. Prospect Street Burlington, VT 05401 Re: UVM Track Dear Lani: 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 November 1, 2005 (effective 11/3/05). 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 May 2, 20o6) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough, Plannin & Zoning Assistant Encl. CERTIFIED MAIL 7005 1820 0004 9293 8277 MEETING DATE: I I C �Nl c `kr)o— SIGN IN SHEET "�e�ielolU,��-r-w,��� axK� 05- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 27, 2005 University of Vermont Campus Planning Attn: Lani Ravin log S. Prospect Street Burlington, VT 05401 Re: Track Dear Lani: 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, November 1, 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 McDonough Planning & Zoning Assistant Encl. linter Spinnet, in good , You move. $400. 802- LANDOLIN: $75/OBO. student or beginner. 015. 3C-77 GUITAR AMP: 2-10" speakers, excel - sound w/chorus and st the thing for jazz keyboard. With cover in very good condi- unctions work perfectly. !-482-4612. DEAN MARKLEY:.RM- watt guitar combo inelswitching, superb -877-3893. do instruct. [TAR LESSONS w/Aram . ALL levels welcome! eaching experience. one band, Concentric, vance Guitar Summit mvenient Pine St. Loca- -598-8861, www. rsian.com. 0 LESSONS for all erienced teacher of nd adults. Versatile Deep Love of music. ierance, 310-6042. Berklee graduate with iackground offers les- iitar, theory and ear individualized, step-by- )ach. I enjoy teaching tyles/leveLs. Call Rick 64-7195. NSTRUCTION: All ets. Emphasis on devel- mg technique, thor, icianship, personal L AsbeLL (Unknown d, Kilimanjaro, Jazz Band, etc.), www.pautasbeLt.com. iSSONS w/trained rumentalist (keyboards, 130/hour, free consul - you are interested in 3 true musicianship, t 802-951-1966 and essage. !ID/OR IMPROVISA- sons in theory, harmo- provisation for all talists and vocalists. 3eginning through concepts taught with . i patience. Questions? Hardiman, 279-8859, hipkeys@lycos.com. NE LESSONS: All :cially for beginners ced beginners. Tailored ividual, combination of and fun. After school L Emily Ryan, 802- ;ic services [ILL project recording -years experience. Moretown. 496-3166. CE, LOTUS ENTER- T. More info, email nailup.net or call 802- Catering to all musi- oraa Tor more inro, bUZ-699-C14L. LOOKING TO START A ROCK punk -rock band in the style Green Day and Sum 41. Uncle, the age of 28. Needed are: 2 guitarists, bass player and drum- mer who are capable of back -Lip vocals and writing original music. If interested, call Kyle at 802-485-6429. PIGPEN LOOKING FOR Jerrys, Phils, Billys, Brents and more for winter jamming and to expand the Blues for Breakfast musician List. Horns too! 802-434-4947. WANTED LEAD SINGER for rock band. Classic and newer rock. Influence: Three Doors Down; Stone Temple Pilot and much more. 802-288-1528. ► pets BEAUTIFUL, LOVING, 3-year old female St. Bernard up for adoption. Spayed, all shots up to date, 113 lbs. and very pretty! 802-496-7475. MINIATURE HORSES: Pretty, red and white Pinto filly w/two blue eyes. Born 5/25/05. AMHA/AMHR. Very sweet and mellow. $1300/OBO. Bay colt w/star. Born 6/7/05. AMHR. Loves people. Leads and. cross - ties. Witt make a great driving or companion horse. $950/OBO. 802-893-2690. PUPPY.COM: Thousands of pure- bred puppies avail. for shipment nationwide. Browse hundreds of AKC-recognized breed profiles with photos to find the perfect puppy. (AAN CAN) SIBERIAN HUSKY: Energetic 4- year-old male pure-bred Siberian needs a good home w/Lots of love to give. Gets along well w/other dogs and older children but not other animals. $150 w/accoutrements. Serious inquires only. Please call Ashley, 802-734-8053 and leave a message. TURTLE: Rio Grande red -eared slider. Healthy and cheerful. 20 gal. tank, filter, heater, habitat, food. Going to college; so he needs a good home. $100/OBO. 802-443-3774, leave message. ► photography. ASPIRING FEMALE MODELS' WANTED to work w/fashion photographer in exchange for portfolio, experience. Contact David, 373-1912, email rusWp@juno.com or visit www.rustdp.com. Great opportu- nity for beginners. ► tutoring MATH TUTORING For bright, unconventional thinkers. Under- stand it your own way! Expe- rienced tutor, especiaLly'skilled w/graphing, will help you w/ algebra, geometry or calculus: $35/hour. Call Doug, 802-;. 734-1721. TUTOR AVAIL. for AP Biology, Biology, Chemistry. Experienced, refs. If your child needs help or needs to be challenged, call 802-482-3086: vacant tsuiwing uroinance fees and charges for the fiscal year(s) 1999, 2002, 2003, 2004 and 2005 remain, either in whole or in part, unpaid and delinquent on the following described lands and premises in the City of Burlington, to wit: Owner of Record: Craig S. Lesage. Property Address: 33-35 Lafountain St. Tax Account/Map Lot Number: # 044-1-207-000. Deed recorded at: Vol. 597, pg. 69, on July 23, 1998. Reference may be had to said deed for a more particu- lar description of said lands and premises, as the same appears in the Land Records of the City of Burlington. And so much of the lands will be sold at public auction Conference Room 12, City Hall, 149 Church St., Burlington, Vermont 05401 on October 31, 2005 at 1:00 o'clock in the afternoon, as shall be requisite to discharge said taxes, fees and costs together with costs and other fees allowed by law, unless the same be previously paid or oth- erwise resolved. Dated at the City of Burlington in the County of Chittenden and State of Vermont this 23rd day of September, 2005. Brendan Keleher Chief Administrative Officer Burlington, Vermont 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, November 1, 2005, at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-05-83 and final plat applica- tion #SD-05-84 of the University of Vermont to construct a 600' x 275' athletic track, 14,930 sq. ft. located in South Burlington, 147 Spear Street. Copies of the application are available for public inspection at the South Burlington City Hatt. John Dinklage, Chairman South Burlington Development Review Board October 12, 2005 PUBLIC NOTICE Vermont Agency of Natural Resources Department of Environmental Conservation Solid Waste Management Program Notice of Application and Issuance of Draft Recertification Saputo Cheese USA, Inc. VEnITIUM IntwumItt otnun . *:Seruicat proFeee!onal heri:8aptianng small ro airs guard work ' painting+ InterlorOGNtOrldr Public notice is hereby provided that on March 9, 2005, an appli- cation for recertification has been received by the Agency of Natural Resources Residuals Management Program ("Agency") -and has been determined to con- form with the Vermont Solid Waste Management Rules (effec- tive October 15, 2004) ("Rules"). The Facility includes a storage tank and lined lagoon used to store the biosolids and use of a •.contactor to dewater the biosolids using a mobile dewa- tering unit. 'The application was processed in accordance with 10 V.S.A. Sections 6601 et seq., and the Mules. In accordance with Section 6-305(b)(3) of the Rules, notice is hereby provided that: (A) the Secretary has reviewed the application in accordance with the provisions of Section 6- 305(b) and has determined that the application complies with the rules; (B) a draft certification based on the application has been devel- oped; and (C) a final certification is intended to be issued on Oct. 26, 2005 without convening a public informational meeting unless a written request for a public informational meeting and ,extension of the public comment period, signed by at Least twenty five (25) residents from the Town of Hinesburg, by the Hinesburg Select Board or Hinesburg Planning Commission, by the Chittenden Solid Waste District, or the Chittenden County Regional Planning Commission, or by an adjoining landowner or resident, is received by the Secretary no Later than fourteen (14) days after the date of the latest newspaper publication. GREENVIEW BUILDING SERVICES Design/Build/Remodel/ Project Management Certified Greenbuilder Safe, sustainable products. Certified Building Performance (with Energy StarTm) Contractor Creating beautiful, more comfortable and efficient homes. High Quality For A Fair Price. 802.316.2316 www.greenviewbuilders.com Copies of the application for Certification, a summary Fact Sheet and the Draft Certification are available for public inspec- tion during normal business hours at the offices of the Hinesburg Town Clerk and the Vermont Residuals Management_ Program (802-241-3831). Written public comments regard- ing the Fad Sheet and Draft Certification are being solicited by the Agency and must be received by 4:30 pm on Oct. 26, 2005. The Agency will hold a public informational meeting if a written request is received dur- ing the public comment period from the.individuals or public bodies listed in paragraph C. Questions or written comments should be addressed to: Cathy Jamieson, Vermont Residuals Management Program, 103 South Main Street, Waterbury, Vermont05671-0405 (Telephone: 241-3831), or send by Facsimile to ($02)241-2596, or by e-mail to cathyjamieson@state.vt.us. ► support groups DON'T SEE A SUPPORT group here that meets your needs? Call Vermont 211, a program of United Ways of Vermont. Within Vermont, 866-652-4636 (toll- free)n or from outside of Vermont, 802-652-4636. Monday -Friday, 8:30 a.m. 4:30 p.m. OCD SUPPORT GROUP/THERA- PY GROUP: Come share your experience, get support from those who have been there, Learn about Obsessive Compulsive Disorder and how to reduce its symptoms. Therapist facilitated:' Weekly meetings, 802-343-8114. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET UN SOUTH BURLINGTON, VT 05403 (802)846-4io6 October 12, 2005 Linda Seavey Lani Ravin University of Vermont Planning log South Prospect Street Burlington, VT 05401 Dear Property Owner: 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, 1 Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 October 12, 2005 Pamela Storey James Thompson 74 Spear Street 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 846-41o6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy cD nough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\uvm\track_preIim_fina1.doc nda # 5 DEPARTMENT OF PLANNING & ZONING Report preparation date: October 17, 2005 Plans received: October 4, 2005 UVM Athletic Track - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT PLAN APPLICATION #SD-05-83 FINAL PLAT PLAN APPLICATION #SD-05-84 Meeting Date: November 1, 2005 Owner/Applicant Architect University of Vermont Gossens Bachman Architects c/o Linda Seavey, Campus Planning Services 85 Granite Shed Lane 109 South Prospect Street Montpelier, VT 05602 Burlington, VT 05405 Property Information Tax Parcel 1810 00000 N IA-N District ±14.43 acres (in South Burlington) CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \d rb\sub\uvm\track\sketch. sro. doc The University of Vermont, hereafter referred to as the applicant, is seeking preliminary and final plat plan approval for a proposal to construct a 600' x 275' athletic track, 14930 sq. ft. located in South Burlington, 147 Spear Street. A sketch plan hearing was held on July 19, 2005 (minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 4, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements IA-N Zonin D_ istrict Re uiredF -Proposed Min. Lot Size 10 acres ±14.43 acres _ Max. Building Coverage 20% <20% �l Max. Overall Coverage 40% 37.5% Min. Front Setback 75 ft. >75 ft. �l Min. Side Setback 50 ft. >50 ft. �l Min. Rear Setback 50 ft. zoning compliance Section 3.06(H) of the South Burlington Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right- of-way and the balance of the lot. The proposed athletic track project will not affect front yard coverage. Institutional & Agricultural District Section 7.01(F)(1) of the South Burlington Land Development Regulations requires properties in the IA District west of Spear Street and north of Quarry Hill Road to maintain an undeveloped area for a minimum of 65 ft. between the boundary of an adjacent residential district and any new non- residential structure. The plans show that the proposed athletic track will be further than 65 ft. from the zoning district boundary, which occurs at the center of the Spear Street right-of-way. The proposed track is 100 ft. from the Spear Street center line. An existing line of trees along the easterly property boundary provides suitable screening in accordance with Section 3.06 of the South Burlington Land Development Regulations, offering a buffer from residential uses. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\sketch.srp.doc PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. No water or wastewater services will be required for the new athletic field. Section 15.13(F) of the South Burlington Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. The applicant has indicated that they will build a new stormwater treatment pond east of the new track that will be designed to have capacity for all future development on the athletic complex. This pond will meet the Vermont stormwater management standards. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted acceptable details of erosion control measures to be used during and after construction. The proposed project adheres to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan meets 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. According to the applicant, the track will be used daily for practice in the fall and spring, with general recreational use available at other times. The track will host 3-5 intercollegiate meets per year. The applicant also estimates that approximately 250 spectators may attend each meet. The applicant has indicated that additional parking will not be necessary for the increased use of the athletic complex. The current parking facility is adequate to support spectators at ice hockey games and basketball games simultaneously in the winter, which is the peak season for the complex. It is not anticipated that the demand for the proposed athletic track will surpass the current capacity of the parking facility. 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. No wetlands, streams, wildlife habitat, or unique natural features are known to be present on the site. 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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \d rb\sub\uvm\track\sketch. sro. doc Section 7.01(A) of the South Burlington Land Development Regulations indicates that University - related uses should be integrated "into the City's overall land use pattern through the use of appropriate site planning techniques that promote a beneficial pattern of access, circulation, landscaping, and pedestrian connections between University properties and adjacent neighborhoods." The subject site has long contained a track and athletic fields. A slight increased use of the area is anticipated. However, an established tree line along the easterly property boundary provides appropriate screening from adjacent residential uses. Staff believes that the project is compatible with existing development in the area. 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 proposed track will replace a previously existing track. The effects on the open space character of the athletic fields will be minimal. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not believe that the proposed changes to the athletic fields on the site require review by the South Burlington Fire Department. Fire Chief Doug Brent has previously noted that the City of Burlington has jurisdiction for emergency response to the subject property. 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. An existing recreation path runs along the easterly property line. No new landscaping is proposed. The stormwater and utility plans, as depicted on the plans, appear compatible with stormwater management and utilities on adjacent properties. The applicant has indicated that no new lighting is proposed. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 1. Any newly installed 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). The project is consistent with the goals and objectives of the Comprehensive Plan. Sidewalks & Recreation Paths Section 15.13(M)(1) of the South Burlington Land Development Regulations requires sidewalks and/or recreation paths on both sides of arterial streets at locations to be determined by the Development Review Board. Staff notes that there is an existing recreation path along the easterly property boundary. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \d rb\sub\uvm\track\sketch. srr). doc SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposal does not directly involve structures or parking facilities. Adequate pedestrian facilities and landscaping exist on the site. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposal does not directly involve parking facilities. 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. No buildings are proposed. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that utilities 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 proposal does not involve any buildings. 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. Staff feels that the proposed project meets this criterion. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington 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 subject site is part of a larger site containing multiple university offices and facilities. The applicant is currently completing construction of an expanded parking facility on the subject parcel. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\track\sketch.srp.doc 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. Staff has already noted that utilities 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). No solid waste facilities are shown. Staff notes that dumpster-sized solid waste containers are not necessary for the proposed athletic track. Parking The proposal does not directly involve parking facilities. Staff has already indicated that the current parking lots and garages will be adequate to support the proposed track. While the South Burlington Land Development Regulations do not require bicycle racks for such uses, staff respectfully suggests that the plans include a bicycle rack. The proposed track is adjacent to an existing bike path and the nature of the use of the track would warrant such an item. Landscaping Pursuant to Section 13.06(A) of the South Burlington Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review, and street tree plantings shall be required for all public streets in a PUD. Section 13.06(C) of the South Burlington Land Development Regulations requires landscaping and/or screening whenever two adjacent uses are dissimilar. Furthermore, Section 13.06(C)(3) of the South Burlington Land Development Regulations require landscaping to be designed to minimize erosion and stormwater runoff. While no minimum landscaping is required, the applicant is proposing $40,000 in landscaping surrounding the stormwater retention basin, entirely within the City of South Burlington. The plans also show an established line of street trees along the easterly property line. RECOMMENDATION Staff recommends that the Development Review Board approve preliminary plat application #SD- 05-83 and final plat application #SD-05-84, subject to the numbered items above. Respectfully submitted, CathyAn n LaRose, Associate Planner Copy to: Linda Seavey, Director of Campus Planning Services ST p,V1S ROAD RIPR P is sT��_ ® �— - ■# 16 P 1 _ ry � \ -'- WATER UN� • \ is ABAW�� J . N gia G ig DO O 5 \ 0 1� \ 1 18" M PL r• f ' / ' 1 I 0 1 G O S S E N S 20" M PL \ 1B A C H M A N o GRASS I e ARCHITECTS 85 6ranito Shad LeMo ns U0 G I i1[ 10 1 �J0�, ! P 802. 4s. , r, a F o n t22 4822 6 ASTROTURF FIELD W 18" L r - ��� 1 r- 1 G 0) O EX. CB— "1 _ S '0 I ENGINEERING GRASS j Rrry 3 5.88 0' G 1 np 1 1y. VENTURES INC I .. ♦ 1 G I Ga 1�8" M L 1 -. �, fax 802� G 613�V,a„01 let. 802.863.6225 II 1 GRASS 1 � � 1 Enelerr�v�neW.�m � 1 22 M PL co I ' � G ' 1 ryt • OWNER 83 A E 1 I The University it- Of Vermont 4 24" A L 109 South Prospect Street E%. CB I NYLON NETTi21' HIGH 1pVABlE BN15T0PPER ®-- 1 1 Burlington, Vermont 05405 RIM 394.0'1 — SOCCER FIELD G u o Tel: 802 85Cr3208 INV. 391.0'1 11 Fax: 802.656-8895 i uI r �' " ..- ® � cO ' ' LEACHER SEATING FOR �- -7'�''�' O O G 0 3D0 SPECTATORS ( 18"I M PL I 1 v 0 O PROJECT GRASS GRASS 1 GO RE< - - ,25.3' CAOC/0 _ -osi UVM I I D — — J a C`—— o Track ST ... r. _„^ 1 _ 147 Spear Street BUI G 4 g+ t�•o- + _ Z� L 1_ N Burlington, Vermont HAMMER PAD AND CAGE 239.7' I No 6' TO 8' HIGH CHAIN LINK 4' HIGH CHAIN LINK ■ SCUS PAD AND &ACE l J EN'S AND WOMEN'S LONG JUMP 1 %j 100. I o FENCE WITH FENCE TOPPER FENCING /i �; L AND TRIPLE JUMP RUNWAYS AND PITS AND WINDSCREEN 1 C EEPLECHASEPfiAN �/ I p T HIGH JUMP PAD AREA I H RDLE /� N t AND APPROACH i / , o •,Vfswom: - [ (�/of I � SKINNED INFIELD AND JAVELMI � � � r rl I 28' ,..p . I m I ■ = WARRING TRACK RELOCATEDit IAVELIN- .� dAVEUN w -1 �IJ�Ij�. SOFTBALL 1 O4J/7 I i FIELD ■ LE VAULT RUNWAYS ED 9 LANE TRACK 1 O Joe Number. 04210.0 I - TWO BOXES WTLH FM1ED D SECTION ON 1 a 18" LE $-0-� 1 70' 1 WEST END � Pile Na— Beae.dag A PAD ,a Seale: 50, = N W I_ _------- - 1 1 LE N Date: May 2005 4' HIGH CHAIN LINK 0 + FENCING n � \ -.•tom:):.". . �`i- �._ Ir ..•j;;.�;,- GOIJf 1 150� 4' HIGH CHAWLINK — \ 'b- BATTING CAGE FENCING — — — DLISnNG 25' WIDE — — PROPOSED E PATH EASEMENT ` \ \ BACK5TOP ASPHALT BIKE PATH 0 9L ASPHALT \ ASPHALT BLAYOUT .NSE IKE PATH BRBSH CITY OF BURLINGTO 0 OUTH BU NGT9 N PLAN \---------------- 1 1 233 O O urlington Country Club Inc. � N BLEACHER SEATING FOR GRAPHIC SCE E N N 300 SPECTATORS WtLH rI° PRESS BOX i i i N F 1 a 1 REVIEW EON Y 1 .1 Roze�dool ' 1 L IN FEET) SEPTEMBER 22, 2005 ' C162 T�..�I 1Pch 7 40 )L I UT ILI U,lu BURLINGTON a I \ AnN y > rN Yc e A AOA VeQ reF - I �C .e`4. N PRIDE SITE YA 7 r / n 4 � C•I / SOILS MAP N 0 500' 1000' 200 SCALE t• = low (�) SCALE: 1" = 1000' SOTS N PROJECT VICINITY: SOIL INFORMATION PROVIDED By THE UNITED STATES O - COVINGTON SILTY CLAY, 0-2R SLOPES DEPARTMENT DF AGRICULTURE-SDL CONSERVATION FaC - FARMINGTON EXOtEMELY ROCKY LOAM, 5-20X SLOPES SERVICE FOR CHITTENDEN COUNTY, VERMONT. NAB - VERGENNES CLAY, 2-611 SLOPES Fe FILL LAND GENERAL NOTES 1. THE C09MCIOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT, THE CONTRACTOR SMALL TAKE TIES U S TD ALL CONNECTIONS AND PROVIDE MARRED-W AS -BUILT PLANS FOR ALL UIERES SHOWING TIES TD CONNECTIONS, BENDS, VALVES, LENGTHS O LIES AND INVERTS. AS -BUILT PANS SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED, 2. UNDERGROUND UHIITIES ARE SHOWN FROM FIELD LOCATION IF POSSIBLE. OTHERS ARE SHOWN FROM RECORD DATA THEIR EXACT LOCATION MAY OFFER FROM THAT AS SHOWN, AND OTHERS MAY EXIST. 3. THE PLUS SODW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE -GROUND STRUCTURES AND/OR URLOES BELIEVED TO EXIST N THE WORKING AREA EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR. THE CONTRACTOR S WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES. SUBSURFACE STRUCTURES AND/DR UTILITIES N TIE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND 9 SHALL BE HIS RESPONSIBLTIY TO PROCEED WITH GREAT CARE N EXECUTING ANY WORK. CALL DIG SAFE 48 HIM PRIOR TO DIGGING, DRILLING DR MASIING. 4, THE ENGINEER SKI BE NOTIFIED N WRITING OF ANY COWODNS THAT VAR' FROM THOSE SHOWNON THE PLANS. TIE CONTRACTOR'S WORK SWll NOT THAT FROM THF PLANSWITHOUT EXPRESSED APPROVAL FROM THE ENGINEER. 5, THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 6, THE CONTACTOR SHALL RESTORE LAWNS. DRIVEWAYS, CULVERTS, SINS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED DR REMOVED TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS AND/DR HEDGES STALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 7. THE CONTACTOR SHUT. COMPLY WITH ALL REQUIRED PERMITS. B. THE CONTRACTOR SHALL O RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST O ALL REWIRED PERMITS, INSPECTIONS, CERTIFICATES. ETC. Q. THE CONTRACTOR WALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONA,ENTATKTN DISTURBED OR DESTROYED. AS JUDGED BY THE ENGINEER OR OWNER STALL BE REPLACED AT THE CONIRM,TOR'S EXPENSE UNDER THE SUPERVISION OF A VERMDNT STATE LICENSED LAND SURVEYOR. 10 IT S THE CONTRACTOR'S RESPONSIBILITY To EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR TIE SITE 11, THE CONTRACTOR SEAL BE RESPONSIBLE To CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED TO DETERMINE UNDERGROUND CONDITIONS. 12, ALL TRENCH EXCAVATION AND ANY REWIRED SHEETING AND SFDRMD SHALL BE DONE IN ACCORDANCE WITH THE LATEST OSHA REGULATIONS FOR CONSTRICTION. 13. CONTRACTOR SHALL HL RESPONSIBLE FOR DEWATERNG AND THE MAINTENANCE O SURFACE DRAINAGE DURING. THE COURSE OF WORK. 14, ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WON THE ENGINEER AND THE UTILITY OWNER NOTIFY THE ENGINEER AND THE UTLRY OWNER 24 HDURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS S MADE 15. MAINTAIN FLOW FOR ALL EXISTING UTILITIES 16, BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES, VERIFY EXISTING UTILITY I VERTS AND NOTIFY ENGINEER IF ANY VARIATION FROM THE PARS S REQUIRED. 17. ALL SITE FILL SHALL MEET SELECTED RLL STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 18, CONTRACTOR TO GRADE ALL AREAS ON THE SITE 10 PROVIDE POSITIVE DRAINAGE. LEGEND i � a •. �:- krvA1VY . : f.. o- . a- 1 7 Rurllr rlwgt glUn"'• S 1 'r '1 i' YY a r 07 I R OVERALL SITE LOCATION N 0• 1000' 2000 4001 APPROXIMATE SCALE V . 20DW T SCALE: 1" = 2000' MVP NFORLATIDN FROM THE UNITED STATES DEPARTMENT OF THE (n f BURUNION QUADRANGLE INTERIOR GEOLOGICAL SURVEY. I VERMDNT-CHNIEFAEN CO. 1� U BURLJNGTDN. VERMDNI MAPPED, EDITED AND PUBLISHED BY THE GEDLDGICAL SIBYEY. TOPOGRAPHY BY PHOTOGRAMIMETRIC METHODS FROM AERIAL auN•xur •" PHDTW4APHS TAKEN 1947. FIELD CHECKED 1948. PHDTORCVISED 1987 CONTOUR INTERVAL 20' NATIONAL GEODETIC VERTICAL DATUM OF 1929 EXISTING FEATURES PROPOSED FEATURES EXISTING FEATURES PROPOSED FEATURES 15 - SURVEY POIN1 4' TO 6' FENCE TYPES 0 SPRINKLER HEAD 4' ® MANHOLE ® — — �"— PROPERTY LINE CLEAN OUT 0 C/o — — RIGHT-DF-WAY LINE CATCH BASIN ■ ---------- EASEMENT LINE HOD CULVERT CONTOUR STORM MANIDIE ® _... _. SWINE SILT FENCE v - FLARED END SECTION STORM UNE SF IXI VARIER VALVE DAL HYDRANT WATER LINE V UNDERGROUND ELECTRIC u UTILITY POE CHILLER LASS �r LEDGE PROBE DR TEST PIT MOT WATER LANE +100.5 SPOT ELEVATION +100.5 UNDER DRAJN TREE EDGE OU WOODS CONCRETE WALL EDGE O PAVEMENT/CONCRETE DRAWING LIST Co.I COVER SHEET CTo EXISTING CONDITIONS AND DVERAEW PUN CI.1 DEMOINON PLAN C1.2 PROPOSED LAYOUT PLAN C1.3 PROPOSED GRADING AND UILITY PUN CIA EROSION PREVENTION AND SEDIMENT CONTROL PUN 51 SITE PLAN 52 SITE PLAN S3 EXISTING CONDffM L1 LANDSCAPE PLAN STANDARD ABBREVIATIONS EXISTING EX MONITORING WELL MM TYPICAL TYP EDGE OF PAVEMENT EDP YNMUM MN HGH DENSITY POLYETHYLENE HOPE MAXIMUM MAX REINFORCED CONCRETE PIPE RCP CATCH BASIN CR CORROGATED METAL PIPE CARP FIELD INLET A POLYVINYL CHLORIDE PVC HEADWALL HW DUCTILE RON DI STORM MANHOLL DMH CAST PON CI INVERT NV RAM R= ELEVATION ELEV LENGTH L= SANITARY SAN CENTERLINE f SANITARY MANHOLE SMH TEST PR TP CLEAN OUT C/o COPPER C"K DISTRIBUTION BOX D-BOX VERIFY IN FELD VIF SEPTIC TANK ST ELECTRIC EJEC HYDRANT HYD NOT TO SCALE NTS WATER VALVE WV SLOPE S. FOR PERMIT REVIEW ONLY SEPTEMBER 22, 2005 G O S S E NIS BA C H M A N ARCHITECTS 85 Granite Shed Lane Nlonlpeller, Vermont 05802 P 802 229. 1664 F 802. 229.4922 ENGINEERING VENTURES INC 208Ryon Aee SdM2ABwImp VT05401 ,at. 802 863 6225 fiu 802.863.6306 EOAIcemx8varN — OWNER The University Of Vermont I D9 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax: 802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Revisions: Job Number: 04210 File Name--- - Base,dwg Scale: As Noted Date: May 2005 COVER SHEET 4 • '," I III ,1 �11 II `� .4126 .a1s.6 Illtlll� I Y .4123�_— j _-_----- �v.402 h III I 4ot. 1 111 f l 1 I GRASS I I 1 III GRASS /lll� I at .4124 11V 1 II I11 II ° / .403.1 _tffi 30e3 _/ l \• _ -ems` .4123 3 /--�-4t 3-, IRIPP �Il ljll l �Ihy\ I p Av,S RO D _ c-�� ,- �I I, /I . _ 1 III I .40a/ 39� N . ---- 139 I I / 1 T .413 ttP. .7 \r .410.} 3s _ 1 ,3967 11 fi I 396,5 Ott 39, —s V 1 1 I 1 � � - = -�_ -� i � I �•, r ��, / r , � �A A ��� .397 5 A c I I I! I I ' ' 1 / r �i✓ .397 ED TUNE AT WITH HLETIC FIEID WITH CONCRETE EDGE _ / �.,,L.aPERMITTED BIKE PACK,! ' . 94 4 / /- -- .Y '-- ` �� .401.4 0 - I / I " "8 i96.8 0 1 -. i ��• -, - 402.b \ t I I II II I 1 GRASS aov MN i I I l l l I J� s96 5 197.6 E 1 VV0.'l7-.t .390 394�1. ASPHAT I (I I I I i J97S GRAS�I f, �-- I I I I 396.7 .401 T- 1 I I II \ 1 .i9]6 \ I III .}97a ; -- - - __ If 1 � I / 1 n 1 1 � � � ty. �• � o f 1 .396 5 m I 1 SDcCIR Flu0 4DO 7" .}989 /// /�� i / / EX. CB 1 _-__ , of Vermont Parcel 4 — "Buell ' % //i it i � y. 39TD �. `` l /___ / Tract" Vol. 148, Pg. 248 '_— _ "� /,;/. , , �' I C 'RELOCATED sIJFletu cRAss I `' �---- MALL Irlington Land Records J P O,IA3 i ��i' ���/. l`P 1 / III r� 3984 / I F sore L k \ ENSE TRtLE, D -.- 1 CRAS _ I - L, CA } v 1 39 t I PROJECT UN0 I \ 0 EXISTING 25' WIDE -- - BKE PAIN F/6C1ENI :G \\ 40141 4im8 , .3982 r ,! _ .��� tSPHALT B1KC_ ATM -_ 14001 i _,/ DF NSF _ OADJ BURLINGTON ZONING NOTES: I / -p I II 1. OWNER UNIVERSm OF VERMONT 03.I3 .4014 4�B , - \ I 2. ZONE: UNIVERSITY CAMPUS - UC `4... 41yit1 SAND. UtA�'r 3. AREA OF CDNTIGUOUS INN LAND N MMUNG ON SEE 50LITH BURLINGTON ZONING NOTE 3 1 4. AREA OF PROPOSED IMPERVIOUS SERFAGE N BIIRLWON 63ASD SF �� o .401-6 .401 } I I r 14 1 wwNe 101111111111111111 OF I=19 KROM I PROPOSED STDRNWATER POND - urlington Country Club Inc. 11 j WU 10,4 All SOUTH BURLINGTON ZONING NOTES: 1. OWNER DIVERSITY OF VERNONT 2. ZONE: NSTRUTDIW AND AGRICULTURAL - A 3, AREA OF CONTIGUOUS LYN LAND N SOUTH NNDNGTON: L__._1 4. AREA OF PROPOSED TRACK N SOUTH BURLINGTON. 14,930 e1 N GRAPHIC SCALE ( IN FEET ) I inch - 50 It FOR PERMIT REVIEW ONLY SEPTEMBER 22, 2005 G O S S E N S BA C H M A N ARCHITECTS 85 Grande Shad Lane Montpelier, Vermont 05602 P 802.229 1664 F 802.229.4822 ENGINEERING VENTURES INC 2%Wyse A—Sma 2A, Beingnq VT DWI let. 802.863.6225 fu 802.863.6306 Eapn.ngV.m — OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax: 802-656-8895 PROJECT UVM Track Improvements 147 Burlingtngto rygonl Chi Of ` Revisions: }./ Job Number: 04210 File Name Base.dwg Scalat 1' = 50' Data May 7, 2004 EXISTING CONDITIONS AND OVERVIEW PLAN C 1 0 0 DEMOLITION NOTES: GRAPHIC SCALE N �I I I -FOR-E�RM1T 1. NO DEMDL91DN SHALL COMMENCE UNTIL THE SITE 6 PROPERLY PREPARED FOR 10, SEED AND MILCH ALL RESULTING UN+EGEFA7ED AREAS N ACCORDANCE WITH THE EROSNXN a '� 'I I REVIEW 0�11Y� CONSTRUCTION AS OUTLINED N THE EROSION PREVENTION AND SEDIMENT CONTROL NARRATIVE. PREVENTION AND SEDIMENT CONTROL PLAN WHERE NO WORK 6 ANTICIPATED WTIHIN 48 HOURS I �' STAGE 1 - PREPARING THE SUE FOR CPEIRUCTON. REFER TO SHEET CI - EROSION u m w so s.9 `' \ \ 1 1 v5_ --'- -- -- SEPTEMBER 2 , 2005 PREVENTION AND SEDMENT CONTROL PUN I I. M IERW FROM THE EXISTING SOFTBALL INFIELD AND WARNING TRACK SHALL BE SALVAGED o AND REUSED N THE CONSTRUCTION O THE NEW SOFTBALL INFIELD AND WARNING TRACK. THE O IN �gT ) 9 III \ - 2. All DEMOLITION YENS FROM THE DEMDLRDN, UNLESS NOTED BY THE OWNER TO BE STORED OWNER SMALL REVIEW THE SALVAGED MATERIAL FOR SUrTABtHY. REFER TO SHEET C1.2 - 1 Inca - 40 TL OR REUSED. BECOME THE PROPERTY OF THE CONTRACTOR AND SIWL BE PROMPTLY REMOVED EROSION PREVENTION AND SEDIMENT CONTROL PUN FOR STOCKPILE LOCATION AND EROSION - r3B7 1 FROM THE SITE. SOIL DISPOSAL SMALL BE IS DIRECTED BY THE OWNER. PREVENTION METHODS AND PRACTICES. SOFTBALL INFIELD AND WARNING TRACT( MATERIAL SHOWN ON THIS SHEET AS: / ,� I s. ALL ADJACENT FACILITIES AND STRUCTURES NOT INDICATED AS INCLUDED W THE SCOPE OF.. �_. _ 1 WORK SHALL BE PROTECTED FROM WAGE DURING CONSTRUCTON. All ADJACENT FACILITIES OR STRUCTURES DAMAGED DURK CONSTRUCTION SMALL BE REPAIRED OR REPLACED IMMEDIATELY TO PE -CONSTRUCTION CONDITION OR BETTER. 12, THE FOLLOWING ITEMS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE, UNLESS I _ OTHERWISE NOTED --� 4. TAKE ALL PRECAUTIONS NECESSARY TO PROVIDE AWE WORK AREA DURING DEMOLITION ' % EXISTING SOFTBALL SCOREBOARD INCLUDING SCOREBOARD, POSTS AND CONCRETE FOOTINGS. PRIOR TO PROCEDURES O EXISTING TRACK ® O DEMOLITION, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER THAT THE UNVERSIIY HAS NO FURTHER Ll 1 I U _6 385 5 1 , 5. PRIORI TO DEMOLITION. NAND EXCAVATE ANY UNDERGROUND VUXS. NOTARY THE OWNER IF USE FOR THE SCORF9QARD. ANY OTHER MUTES NOT NOTED ON THE DRAWINGS ARE FOUND. O BUILDINGS AND DUGOUTS CING. BACKSTOP AND FIELD FENCING. THE EXISTING WIND SCREEN 6. CARE SMALL BE TAKEN NOT 1D DAMAGE STRL OR DISTURB /VfY TREES AND SITE LCHOD NOT EXISTING IRRIGATION SYSTEM NCLUDNG SPRINKLER HEADERS. LATERALS AND HEADS. O MILD FENCE TOPPER MENTHE SOFTBALL FIELD S LREMOVED AND REUSED ON 11E FEW SOFTBALL 1 I \ �_ / ... I I GYlID OI/I FOR RDAO/AL OARMD C016IRUCTION. OALL REMOVED SPRINKLER READS SHALL BE SALVAGED AND RETURNED ID THE OWNER. FIELD FENCING. G O .S .S E N 6 7. PROPOSED FEATURES ARE SHOWN ON THIS DRAINING FOR REFERENCE ONLY. O srDRM STRUCTURES AND ASSOCWTED PING O RElOCA1F CDSTNc POInABLE BLEACERS 11E CONTRACTOR SMALL WORDHITE THE MEW LOCIION OF \ K4 F>L �1 !\ .3ftft o ... _ I B A C H M A N B. ALL EXISTING UTILITIES AND FENCING SHOWN WITH CROSS MATCHING ( ) TO BE THE EXISTING BLEACHERS WI THE OWNER. - - 1 I I I �'� I -- ARCHITECTS REMOVED (MHI, C& PIPE, ETC). OS MISCELLANEOUS STRUCTURES 1 - I I _ R5 Granite Shed Lane 9. ALL CONSTRUCTION DEBRIS 9*1 BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED O I 1 ( I 1 1 - Montpelier. Vermont 05002 OR RECYCLED N AN APPROVED MAKER. RF FIELD 1 1 ' ' "•1 M L 1 - - �- _ 1 P 802. 229. 1664 F II 229.4822 1 1 aft I ,, 1 IL JA9 Rnn s4s 0' 1 �VENIURESIrINC GRASS 0 - - I I 1 1 IJV �ftft7' � --t ' 1 mettymA.�sowzw,Mrl.pawr¢wol .3.5 •395 �396.6 � 3941 * 1 I I tel. sot R63.6225 96 I 1 I 1 f R02.863.6306 3 0 I 1 1 eeprcmeeva �u mm i t J I 1 it OWNER 0JA2 The University I� \ ► I 3. 1 LIMITS OF DISTURBANCE I G vG 1 „�, , I.. I 1 Of Vermont 109 South Prospect Street I PROPOSED I I Burlington, Vermont 0540PROPOSED SOFTBALL FIED SHOWN ON MS NG \ I ;o FOR REFERENCE Oar_ I _ s 1 1 1 I �� 7e1: 802-6563208 Fax:802-656-8895 .36.30 \d 1 I 8 1 1 I 0 Ion c 4 95 0 3 5.9 1 IM 395.0' PROJECT A •4 396. - §9 l_ � ,�._ _ _ MlplUDIm SOWN ON THIS DRAWING 0 391.0' I �, CAP 1 3 _ CID RET _ 0 C/0 I 1 - i I �X H _ � MOM ONLY, GRADS - t I _ 1 _ - 196.30 9 _ 0S _ �- - - UVM GRASS ' - T► �, S TBAL 5 ' ILA 906 1I Track � 1 147 Spear Street j Burlington, Vemmont o I 8 I. I 1 I 3 y l 398.5 2 5. 1 345.E 4- � !I I I .-•-•-^ �� i ~I .396.5 \ L>i I I ♦ 1 �r� 1 _ - - //'�� 1 3984 4.EX CB 4 g1 MH CX. ' T II RIM 395, 6' li IIII 95 ♦\ II 1 ` , O/! i I y li INV. 391.6' I 41 ` I I J .--7.4 I .396 S I II I �' RASSV 1 /♦� I /, 7 I -951( ' 39E 6 I w l 391.E 2 I CRASS t I I F'"'"�� I 1 City .395. _ �1A�2 I spy III 3 1 1� I � � II I I I I I � RO.W -... F W8 3 ► i 396 i I I "B S9_ I i� SOUL F LD GRASS 0JA1 i96 ` I / 4j 1 r > \\ .395.9 1 _ 1 Job Number 042100 ' or� 395.Fi (Tip-) I - - 1 I r"4 R , i98 6 2" (11F.) 2 . (3 , 1�.6 i 4 ED' WA R�L •- �-'}� I 1 ,IM �90.84" 1 -� 1 File Name_ Base ew I IMP.) Do 7 i T3 I �> 1- O S9 I A �ABP 1 3 5 LLL �,I a' AC SE -INV. 39 - 1 s�� --,. 40, - 3 fW INV. 385 I 1 \v 7) I - _ _ 'A IN (N) NW 65.48' 1 - - J 1 t I\ \ _ _ _ - O - l }Qb I II O3 ♦\\ 13 4 II/�' 1 I Date May 2005 t 3 \ ♦�\ ( \ 6 O CS + 1 1 0. 11 4 _ _ --� -- __-----T _ _ _DEMOLITION - - - - - - - - - - - - - - - ___--- PLAN - - - - - - - _ CITY OF BURLINGTON 0 SOUTH BURLINGTON I UNITS OF DVLRMWE jGITY Burlington Country Club Inc.- 4 1 N/F 1 1 1 I 1 0' Rozendool I I I 403.8 403 40: .101.4 --, Iao��, I1 Cl.l kx CB- p,VIS ` 'O \ s -� N6ANp0^lEG W41WR C,Nt r a$ C CIO CRASS __,I I —4 1—_ — I I 1 G O S S E N S B A C H M A N p" M PL �/ `� �r ■ —GRASS AR 1 �— ARCHITECTS I 85 Granite Shad Lane Montpelier, Vermont 05802 ASTROTURf FIELD I I I„ ,E P 802.728. 168K F 802. 229. 4822 G O IX. iB - - 1 *I I a ENGINEERING GRASS 1 v HIMHIM;y` LI' 1 1 \\VENTURES INC ' I i �gy i udv 38B F G 1 I� M FL 1 oe tpn Area See M&d po,vT"I tel. 802. 863.6225 e I fux 802.8 63.6306 GRASS t._--i----- I I I° 1 1 II I ercv�m�,.�rn I 1 1 • OWNER I�I. �, r F CIO I I i� II The University t 1 ° I I 1 I I 1p 1 Of Vermont 109 South Prospect Street _ I 21' HIGH REMOUABIE BALISTOPPER = _ 1 I J I Burlington, Vermont 05405 NTLON NETTIIC Tel:B 2-656-3208 Fax:802-656-8895 j Nv 91 U1 ] BLEACHER SEATING FOR I t, ( I 1 1 300 SPECTATORS 1 PROJECT 1 T _ -- 25.3' 1 -0 UVM I I 1 __ _ ■ r I PROPOSfO - - o Track UI G — %� 1 11 I 1 - 147 Spear Street I I 1 _ I (( Burlington, Vermont HAMMER PAD AM GAGE � �^ -" 239.i _ 1 I I Ari I _�--- ■ 32tj . I v CUS PAD AND dAK I , I 4' HIGH CHAIN LINK , MEWS AND WOMEN'S LONG JUMP 100.0 I o y J 6' TO 6' HICH CHAIN LINK �,� FENCING I L J + I FENCE WITH FENCE TOPPER 1 AND TRIPLE JUMP RUNWAYS AND PITS AND WINDSCREEN I I, II 1 I OCT EEPLECHASE PIT 1 HIGH JUMP PAD AREA- I H RDLE 61 AND APPROACH R. 0. W ((tyevisl SKINNED INFIELD AND-'A�� I + Off WARNING TRACK \xo I I 1 S�' B J E RELOCATED - VELIN MVELIN It II .Y I SOFTBALL 1 I I 1 i '\ I JOSED Joh NO�Mer: 0,121... i J - - - - - - FIELD ° ■ 1 Two XT RUNWIWS WITH FILLED D SECTION ON i I II -- - - - --- WEST END 1 1�� — Fie Name Base.dwg I I 1 •- �- I /-SHOTPUT PAD 4' HIGH CHAIN LINK1 Date May 2005 FMIIG ; 1 "• 4' HIGH CHWNUNK 11 — — i FENCING — PROPOSED sATTI1c CAGE - -- — - �--- 1 EXISTING 25' WIDE \ BACKSTOP _ — — — — — — tly �1 SOBIKE PATH EASEMEEASEMENT\ 1 I LAYOUT NSL----_ ----- ASP" -- CITY OF BURLINGTON 0UTH BU I i PLAN M� \_ —_--- ____ -- — l 1 1 233 Burlington Country Club Inc. I 1 .................... L BLEACHER SEATING FOR GRAPHIC SCALE 9 } 300 SPECTATORS WITH �I� tt 1 R� d��� C102 PRESS Box l "° FOR PERMIT I I 1 i I REVIEW ONLY I I La �� SEPTEMBER 22, 2005 I ' 1 1 I - "i`tleon - 40 n 1 UTILITY NOTES: STORM STRUCTURE SCHEDULE: I. OFFENDING ON EXISTING LEDGE CBNDIRONS, THE HE EARCIOR MAY REMOVE ALL OR S LEDGE AIR) REFUGE WAIN ON PER THE EAI RK OR INSTALL REFER TO DRAWINGS PREPARED BY Sit KREBS AND LASING CONSULTTING ENONEERS O NEW 4' ID STORM CB ST5 ® NRW SLOT CB I ® NEW SLOT6DPNN CB I UNDER DRAINS SHORN THSJt AN.BACTHEFILL TITS PUN. THE CONTRACTOR SHALL COORDINATE WTIH ENGINEER SHAD DREW TE WITH FOR ST1 INVERT AND RN INFORMATION RN 3VC 6DRAIN PRIOR TO THE START OF UJ2IFIA'ORK. START AR O NEW 6' ID STORM CB 6 I � 6' PVC IN (FROM SBF UD) = 392.8' (E) 15' HOPE OUT (TO SLR) = 392.7' 6' PVC OUT = 394.17' BOTION O BASIN - 394.DB' 6' PVC OUT - 394.17' BOTTOM OF BASIN - 394.00' 2. ALL WATER PPES AND SERVICE CONNECTONS SHA L BE INSTAIIID WITH A MINNUM COVER OF RN - 395,38' SUMP - 391.7' CONNECT OUTLET TO 10' PVC PPE CONNECT OUTLET 1D 12' PVC PPE 5' -6' OVER THE PIPE. ALL HOSE BIBS AND GROUND HYDRANTS SHALL BE SELF DRAINING TO A (W) 24- HOPE IN (FROM ST3) = 390AD' DISCHARGING 7O STI AT 391.90 DSCHARGNG TO Sit AT 390.40' 5'-6' DEPTH (5) 12' PVC IN (FROM ST13-ST9) = 390.10' $TES NEW 4' ID STONY CB 3. PROVIDE ONE NON -FREEZE YARD HYDRANT WITH AN EXPOSED AND A 3/4' HOSE (E) 30' HOPE OUT (TO ST1) - .T9(T.00' RIM - 395.65' OUT (TO ST16) - J93.65' NEW SID7 DRAIN CB 1 RN NEW 4' ID CB CONNECTION AT EACH DUGOUT, CANPBEll MANUFACTURING MI)OFL YH-6 OR APPROVED DEL H-6 SUMP - 389.DD' -HOPE SUMP SUMP - 392.65' V 396UTO 6' PVC OUT = 384.17' RN . 395.65' (s) 12' HOPE IN (FROM Sib) = 393.20' EQUIVALENT . CONNECT EACH YARD HYDRANT TOTHE NEW 2' TYPE K COPPER SERVICE UNE AS 9MK THE FINAL LOCATION Or EACH HYDRANT SHALL BE COORDINATED WITH THE OWNER. �y NEW 5' ID STORM CB RN - 395.38 O NEW SLOT DRAIN CB $R BOTTOM O BASIN - 394.08' CONNECT OUTLET TO 10' PVC PIPE (E) Iz' HOPE IN (FROM 5T7) = 393.20' (W) 24' HOPE N FROMSTS) - RIM - 396.0' DISCIARDNG TO ST2 AT 391.2 (N) 12- HOPE OUT (TO ST17) = 393.10- 4. PROVIDE ONE GROUND HYDRANT A Y HOSE CONNECTION, YODEL OR 90.900' (E) 21' HOPE (TO SE2) - 39D.90' (W) 6" PVC OUT (TO $T16) - 394.17' SUMP - 392.10' APPROVED EOUNAINS7 THE TOP OF THEWIT TFDI BOX SHALL DE FLUSH FINISHED TE. FLASHED GRADE LOCATE OL L 0' SUP = 389.90' BOTTOM Or BASIN - 394.08' NEW SLOT DRAIN CB T THE HYDRANT AGAlNSi THE BACKSTOP DIRECTLY BEHIND HOME PUTS. L CONNECT OUTLET TO 8' PVC PIPE DSCEMRGNG TO ST16 AT 303.45 � RN . 396.0' ®� 4' D CB 1 HYDRANT WITH A 2- NOSE ZURN YODEL 5. PROVIDE ONE NONOFREEZE GROENT. O NEW 5' D STORM CS 5T4 RW = 395.6' 6' PVC OUT - 394.17' RN - 395.65' THE Z-1385 OR APPROVED EQUIVALENT. THE HYDRANT SFMl1 BE LOCATED AI)JICENE 10 THE CONCRETE ED ADJACENT (W) 15' HOPE IN (FROM ST5) = 391.90' SIB NEW S1OT DRAIN CB BOTTOM OF BASIN - 394.DR (S) 12' HOPE IN (FROM ST16) = 392.60' (E) 12- HOPE OUT PERIMETER CURB IN TIE CRASS NF1ElD AS $ATONAL THE TWO THE BO% $All BE F1LSN WITH FINISHED GRADE (SW) 12' HOPE N (FROM 5117) - 391.9' RIM = 386.0' CONNECT OUTLET TO 10' PVC PIPE DISCHARGING TO SE1 A7 391.10 SUMP = 391.50' UTILITY NOTES: (E) 24' HDPE OUT TO ST3) - 391SO' � - M0.80 6' PVC OUT= 394.17' CONNECT OUTLET TO 1D" WC, PIPE INCREASE UNE SIZE TO 12' AT JUNCTION ® HE 4 DISCHARGING TO SET AT 392.75 SLOT DRAM CB 394SB I. ROUGH GRADING AND FINISH GRADING W THE SOFTBALL FEND RIMMING O REIN SLOT DRAM CB ®HEW 1 RY - 3960 8' PVC OUT - 394.17' (N) 15- HOPE OUT (TO EX CO) - 3925' SUMP - 397.5' LENTIREAXIS GRACE SFWl BE USER CRMm WITH THE USE W A DUAL AXIS USER AND LASER GUIDED GRADER TO RN . 396.D' BOROY or BASIN = 394.OB' PLUS OR MINUS 1/B' OF DESIGN GRADES AND SLOPES. 6' PVC OUT - 394.17' CONNECT OIIILET iO 1r PVC PIPE REFER M DRAWINGS PREPARED BY 2. ALL PROPOSED URINES SHALL BE INSTATED UNDERGROUND. BORON OF BASIN = 394.08' OUTLET TO 10' PVC PIPE DSCEARDNG TO ST2 AT 390.35 INCREASE LINE SIZE TO 12' AT JUNCTON 1 ® KREBS AND LASING CONSULITNG ENGINEERS FOR ST1B INERT, RN INFORMATION LOCATION DISCHARGING TO ST2 AT 392.0 AND INLET AND OUTLET PIPE SIZES l GRASS ► t �� 1 1 FIELD I 1 N GRAPHIC SCALE FOR PERMIT REVIEW ONLY ( IN Beer) SEPTEMBER 22, 2005 1 inch - 40 ft. AT 396.6_ -"- 3 1 �•39B.8 1 �3 D REFER TO 51I A ( TREATMENT FDRAWINGS FOR GRADING 1ANDNFRASTRUCIUREWRNM � LM9TS AS PREPAREDZ BY KRBY SULTI AND UNERSCONSUnNG ENONEERS�� NG THRUST BL WATER LINE OK AND CAPNORM SIDE OF PROPOSED BLEACHER$ GRASS 11HED CENTERED OBIKE PG 25' AIDE SEE DETW�S 1/1 AND 1/2 SBETWEEN CAI LWE = 0.0BWE PATH EASEMENT. ZLK. C8 ; TERMINATE 6' WATER LIKE WITH ASEE DETAIL L c„rrfI o sliEou AND CM. PROVIDE I,�);W.4 i-N'(FWW-M7)-392.5-1 (An - - 151'1 16' HOPE I- 5-0.010 GRASS 1 / .397 ' PEAFTKNATED DCRDRNNS (TYP.) AI GRASS UNED SWAIL VARYING SLOPE , BOTTOM WIDTH - Y a'^,... SEE DETAIL C22/8 _O11, , NEW YARD HYDRANT - SEE UTILITY NOTE 3. sL xL� I 40 2 1 .4058 40. 5 403.3 NEW GROW SEE UTILITY I 2' COPPER SEMACE UNE- . TO SOFTBALL FIELD - SEENIIDTZ - GRASS - l5 -- 1 �-d SOW PVC�1 WURFT �\- 156'1 15' HOPE z 395..r I= 39 95 396 96.3? r - 1 SEED AIL 2/6 1X s- 0.005 _ 3 .1 + 396.3 W& 12' NIM j "99 S- 0.005 1 .Up NEW LOT DRAM -- ELEVATION -1 RN • 396.01 D I/D 1 11 SP + J 1 1 45'! 8' go - 15 S. 0A05 11 UD 1. GRASS LINED SWAE S- 0. DP SLOPE c' 1 S 1 396.32 DETAIL C2.2/6 11Lj f'l� � / 1 I I � I L- * .5 " - - - ASPHALT BIKF-PATH TYPE K YAPPER SERVICE LINE SLOPE - 0.0125 SEE UTILITY NOTE & TO SOFTBALL FIELD BOTTOM WIDTH - 5'-0' SEE DETAILS C2.1/1 AND C2.1/2 SEE DETAIL C2.2/6 401A Apf. TWO 2 TAPS FOR WATER SERVICE LINES 7e'! 30Ia 1 SEE DETAILS C2.1/4 AND C21/3 5= 0.005 1 6.30 GRASS LINED SNAE I CENTERED OVER PIPE \ BEWE ETWEEN C-010 ATCH BASINS 1 7, i 39 15B4 24' HOPEE96.32 1651d ID, PVC 5- O.ODS S= 0,005 LVNONG PR UNDERDRUNS TIE I TRAGIC UNDERDRANS AS SHOWN SEE DETAIL C2.4/6 NEW GROUND HYDRA SEE UTILITY NOTE 5. 159'1 24" HOPE S- D.OBS �..-,65'1 TO- PVC If S- D.00s s' PERFORATED PVC UNDERDRNN SEE DETAIL C2.2/8 LANDING PIT UNDERDRANS TIE INTO 1 TRACK UNDERDRANS AS SHOWN SEE DETAIL C2.4/6 1�II e 2' TYPE K COPPER SERVICE LINE SEE DETAILS C2.1/1 AND C2,1/2 6' PERFORATED PVC UNDERDRAN OW) SEE DETAIL C2.2/8 -FEW' GROUND tWDRNO SEE UTITA'NOTE 5. 165'1 to' PLC 1X''. PIIL.32 I L � J A - i �1 1 1 II G O S S E N S I E'. 1 B A C H M A N RAssy I I ARCHITECTS 85 (31 n11e SNeA Lane Mont" Ter, Verm onl 05802 1 P 802. 229. 1e64 F 802. 229. 4822 '1 '�S 3B 1 i �Ir� '� 1 VENTURES NINC IA 2D8Nym A-SmN2AB.Ia9ac,VTO5R1 w I 1 I 1 lel. 802 863.6225 ,12 I 1 fax 802.863.6306 BYma�m I OWNER The University \ I I I Of Vermont 109South ProspectStreet I 1 I TBeL1802-656-3 08 t 05405 Fax 802-656-8895 58 5 1. 19 I I 1 I PROJECT UVM �1 I - Track 1X� 43'1 12' PVC \ 6. SOLDI �) 1 147 Spear Street S= O.ODS PYC I I Burl t V t 1 1X� I 165'1 10 PVC C S. 0.005 BUD COMIECT 2' WATER SUPPLY UNE TO STEEPLECHASE "' F91 VAVE AND CONNECT STEEPLECHASE PR OPNN 12' PVC IORMUNE A7� SEE DIET C2.5/i- -W I I 145'1 12' PVC 1 S= 0.005 4 1651 10, PVC 1% + -SOOM" �. )) s- D.00s 396. 6.32 X� ST8 396.32 C/o 396.3 - - n;PHALT -------_ ATH CITY- OF BURLINGTOfd; Buriington Country Club 1 I UNDERDRAIN ur Ing on, ermon OUTLET V J 396. 148'1 12' PVC ODDS Vol A)_01 tX _ i� ri 1 -�-- 396.3 * I 1 I 1�1 1 - ,4 ► I I R.O.W. I 0C Re bns �y �..,P 396.3 1 I ( I.. / NumOer: 04210.0 F11. % Basa.dwg 1 l 396.32 I I y 1 �} sib: Tao' . I REFER SzIDRYWA R 7RFAIMENT ITY 1 DRAWINGSFOR Dare: June 2005 _ 1CONTINUATKN OF SI M 1 IDMPARFDB,IINI(RFBS AND Nc CONSULTING 1 NGINEERS. --=--- 1 ► PROPOSED 1 i I GRADING AND 70,SOUTH BU NGTON`-I 1 I I UTILITY PLAN _---- N,F III 1 C13 Rozendool ( EROSION PREVENTION AND SEDIMENT CONTROL NARRATIVE PROJECT THE UN RIADM IS PROPOSING 70 REPLACE THE PARTIALLY DEMOLISHED, EXISTING A7HIf71C TRACK IN THE ARCHE POST FIELD COMPLEX, GENERALLY LOCATED SOUTH a THE GUTERSW �-�� APPROXIMATE STAGING AND WASTE AREAS THE PROTECT AREA 6 COMPRISED OF THE FDLLOYING SOILS AS MAPPED BY THE SOIL CONSERVATION TIE FOLLOWING TECHMWES WILL BE MLIZED AS PART OF A SEDIMENT AND EROSION CONTROL THESE ARE APPROVED LOCATIONS WHERE NDN-SOU NON -ERODE MATERIALS MAY BE STORED. FIELD HOUSE. WEST OF SPEAR STREET AND NORTH AND FAST OF TIE RECREATIONAL BIKE PATH ON THE INM ATHU70 CAMPUS. THE PREVIOUS TRACK SURFACE WAS SEVERELY WORN AND WAS NO SERVICE. THE AREA IS CO OF THE F T GROUPS 6 SOILED ON THE SOBS MAP INCLUDED RV SHFE7 PROGRAM. THE SEDIMENT AND EROSION CONTROL PROGRAM WILL BE IMPLEMENTED N PHASES. ARG SOUS SHALL NOT BE STORED N THESE AREAS LONGER AN ADEQUATE SURFACE FOR RECRUTOWV. OR INTERCOLLEGIATE USE iFE REMAINDER OF 1K TRACK WILL BE DEMOLISHED AS PART OF T1S PROJECT. COt - COVER SHEEI. CERTAIN ITEMS FROM ONE PRASE WILL LIKELY OVERLAP OR TAKE PLACE CONCURRENTLY WITH THE PROPOSED TRACK FACILOY WILL INCLUDE A NNE LAME OVAL RUNNING TRACT( APPROXIMATELY 600 FEET LONG BY 275 FELT WIDE. BLEACHERS WLL BE INSTALLED ON THE NORTH SIDE or THE TRACKREVS FROM OTHER PHASES. THE TIMING AID USED 72.5E TECHNIQUES IS FURTHER DEFINED DROP HE FACING SOUTH THAT CAN ACCON110DATE UP TO 300 SPECTATORS. THE PROPOSED TRACK WILL BE DIRECTLY SOUTH OF THE NEW TURF FIELD. ABOUT IOD• FROM THE CENTER UN E OF SPEAR STREET. �� SOIL GROW SLOPE RANGE PERCENT OF PROJECT AREA ERODIBUTY IN THE CONSTRUCTION SEQUENCING FOUND ON SHEEP C2.0 -EROSION PREVENTION AND 1FA5 STRUCTURAL MEASURE 6 A PERMEABLE EARNER INSTALLED AROUND THE IN THE FORM OF A ( ) FACTOR(K) SEDIMENT CONTROL DETAILS AND NOTES AND ARE INDICATED ON THIS PLAN, FENCE. BERM. OR EXCAVATED MOUND IO OPENING, THEREBY REDUCNG THC SEDIMENT CONTENT OF INSIDE THE TRACK THERE WILL BE A STEEPLECHASE WAITER PR, FOUR LONG JUYP/7RIPlE JUMP PITS WITH 7W0 RUNWAYS, A SHOT Plli PhD, A DISCUS THROWING PAD AND CAGE. 1W0 POLE VAL.IL7 OL, COANCTON SILTY CLAY D TO 2 PERCENT 31.3W 0.49 SEDIMENT LADEN WATER. INLET PROTECTION 6 EFFECIAE IN PREVENTING SEDIMENT LADEN WATER BOXES WITH ONE RUNWAY AND TWO JAVELIN RUNWAYS. THERE WILL BE A SMALL STORAGE SHED TO THE WEST OF TIE NORTHWEST SIDE •RUNDI AREA A HAMMER/DISCUS PAD AND CAGE WILL ALSO VEB VFRGEINES CUY 2 70 6 PERCENT 66.87: 0.49 SgBIIIIED COISIRIIC110N F]TRAIDE FROM ENTERING A STORM DRAIN SYSTEM THROUGH EXISTING AND PROPOSED CATCH BASINS. THEE BE LOCATED OUTSIDE OF THE TRACK NORTHWEST OF THE PROPOSED TRACK. A NEW STORMWATER TREATMENT FACILITY WITHIN THE POTASH WATERSHED WILL BE CONSTRUCTED AND WILL HAVE CAPACITY FAC FARMINGTON EXIZEMELY 5 TO 20 PERCENT 1.4% 0.32 • THIS STRUCTURAL MEASURE IS A STABILIZED PAD OF AGGREGATE IAAERINN WITH FILTER FABRIC WILL REMAIN IN PUCE MD BE MAINTAINED UN111 THE PROJECT SIZE HMS BEEN PERMANENTLY FOR ALL FUTURE DEVELOPMENT ON THE ARCHE POST FIELD COMPLEX. ROCKY LOAM - LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE STABILIZED. SEE DETAIL C2.1/3 FOR CONSTRUCTION AND MAINTENANCE OF TH6 SEDIMENT AND __ __ 70 OR FROM A PUBLIC Roof -OF -WAY, STREET, ALLEY. SIDEWALK. 0R PARKING MFA THE EROSION CONTROL TECHNIQUE. AS A RESULT OF THIS PROJECT THE EXISTING SI)FTHdl FIELD WILL NEED TO BE RELOGTEO iR(III ITS PRESENT LOCATED TO THE SOUTHWEST CORNER O THE ARCHE POST FIELD COMPLEX. wxY OF N FILL LAND 0,59 PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE 6 TD REDUCE OR ELIMINATE THE THE SAME FEATURES OF THE EXISTING FIELD WILL BE RECONSTRUCTED AT THE NEW LOCATgH ADDITIONAL SEATING WILL BE PROVIDED 10 ACCOMMODATE UP TO 300 SPECTATORS, THE SITE CONSISTS OF BECAUSE O THE SHALLOW TO GENTLY SLOPING WADES. THE SOILS ME EXPECTED TO HAVE SLIGHT TO TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY OR STREETS. TH6 WILL REMAIN IN PLACE EROSION DOOM NETTING, MODERATE EROSION POTENTIAL AND BE MAINTAINED UNTIL THE PROJECT SITE HAS BEEN PERMANENTLY STABILIZED. ONCE THIS STRUCTURAL MEASURE 6 INSTALLED IN ARM THAT HAVE SLOPES GREATER 1" 3:1 AND O !� D REMOVED, THE IMPACTED AREA SHALL BE SEEDED AND MULCHED. SEE DETAIL C2.1/4 FOR OTHER LOCATIONS INDICATED ON THIS PLAN 70 STABILIZE THE SLOPE AND REDUCE THE EROSION ',., O I'\ ..,.•_ CONSTRUCTM AND MAINTENANCE OF THIS SEDIMENT AND EROSION CONTROL TECHMM POTENTIAL THE NETTING 6 TYPICALLY IMPREGNATED WITH GRASS SEED AND SOMETIMES STAPLED TO — - THE TRACK SURFACE WILL BE IMPERVIOUS WITH A SLOT OPWN ALONG THE INSIDE EDGE a THE TRACK. 7K EXPOSED SOB THESE WILL REMAIN N PLACE AND BE MAWTTANED UNTIL THE PROTECT SIZE PAS SHALLOW TO GENRE SLOPES WITH GRASS AS 1H: DOMINANT VEGETATIVE COVEN. SURFACE STABILIZATION AV�S 1 - "� THE TRACK WILL BE SLOPED FROM THE OUTSIDE 1O THE INSIDE TOWARDS THE SLOT DRAIN. THE SLOT BEEN PERMANENTLY STABILIZED. 1'r \ Jam/ - DAWN WILL COLLECI STORMWATER FROM THE IMPERVIOUS 1RACN SURFACE, WHICH WILL BE DIRECTED TO SILT STRUCTTOMURAL RUNNING TRACK SURFACE / t - - TIE PROPOSED STORMWATER TREATMENT FACULTY THROUGH A CLOSED STORMWATER SYSTEM. THE INTERCEPT SEDUM T LADENASURE 6 A 1EMPORMf BARRIER OF E AREAS FABRIC USED W TEMPORARY STRUCTURAL URAL MSEDIMER TRAP. > NTERCERT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF D6NRBED SOIL. IT 6 THIS STRUCTURAL MEASURE 6 A lE1POTWRI' EXCAVATION MD/OR EMBANKMENT THAT 6 CONSTRUCTED THE SOFTBALL FIELD WILL BE CONSTRUCTED WITH PERVIOUS MATERIALS WITH M EXCEPTION OF THE NSTALLED ALONG THE PERIMETER OF IMPACTED AREAS AND ALONG THE BASE CE THE FILL ACROSS A DRAINAGE WAY OR AT DOER SUITABLE LOCATIONS TO INTERCEPT SEDIMENT LADEN RUNDFF „4L74 - I OU g1CO111S MD THE CONCRETE PADS FOR THE PROPOSED BLEACHERS THE SOFTBALL FIELD WILL SLOPES. SILT FENCING IS EFFECTIVE N REDUCING STCPWWATER RUNOF VELO(ITIES, ASSIST IN AND TO TRAP AND RETAIN THE SEDIMENT. TEMPORARY SEDIMENT BASNS ARE EFFECTIVE IN CONCRETE PADS FOR BLEACHER SYSTEMS / �! ! I W CONTRIBUTE TO TWO WATERSHEDS, FOR THE AND POTASH THE WESTERN PORTION a THE SOFTBALL THE DEPOSODN Or TRANSPORTED SEDIMENT LOAD AND PREVENT EROSION OF SOILS ONTO ST-2 INTERCEPTING SEGMENT LADEN RUNDFT AND REDUCING THE MOUJT OF SEDIMENT LEAVING THE ADJACENT AREAS. THESE WILL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE PROJECT SITE DISTURBED AREA PROTECTING DRAINAGE WAYS, PROPERTIES, AND RGTS-DF-WAY BELOW THE / / /• / / -� -_� WELD WILL DISCHARGE TO THE ENGELSBY WATERSHED. THE EASTERN PORTION OL THE SOFTBALL WELD BEEN PERMANENTLY STABILIZED. SEE DETAIL C2.1 1 FOR CONSTRUCTION AND MAINTENANCE OF SEDIMENT BASIN. THESE WILL REMAIN N PLACE AND BE MAINTAINED UNR THE PROJECT STTE HAS -�-• / WILL DISCHARGE TO TIE PROPOSED SiDRMNATER TREATMENT FACILITY THROUGH A CLOSED STDRMWATER / TAMS SEDIMENT AND EROSION CONTROL TECHNIQUE BEEN PERMANENTLY STABILIZED. SEE DETAIL C2.0 1 FOR CONSTRUCTION AND MJWEMANCE or THIS SOFl&LL INFIELD AND WARNING TRACK SURFACE �I / / i W SSIEY. / MAINTAIN OPENINGS N SEDIMENT NA EROSION CONTROL TECHNIQUE. 1 CONSTRUCTION FENCING TO THE NEW STORMWATER TREATMENT FACILITY WILL BE CONSTRUCTED WITHIN THE POTASH WATERSHED; THE WMSMUCTDN(CB) OR CHAIN LMK(X) FENCING THE REMAININGTOPS AREAS STALL BE CONSIDERED LAWN AREAS / / / / ^ -i9 ALLOW FOR USE a EXISTING POND WILL BE LOCATED EAST Of THE NEW TRACK NEAR SPEAR STREET SEE SHEET C1.3 - PROPOSED INS 51RUCRAAL MEASURE 6 INSTALLED ALONG THE PERIMETER OF THE PROJECT AREA IN MANY LIMITS OF DIST1R&NCE AND BE TOP SDIED AND SEEDED IN ACCORDANCE MATH LIE / I r_ FOOTPATH, ( CASES TIE LIMIT OF DISTURBMICE WILL CONCH WITH THE FENCING OR INDICATE BUFFER AREAS THE CONTRACTOR SHAM! CONTAIN ANY TWIN MOVING AL'1M71ES WITHIN THE DESIGNATED UMITS SHOWN EROSION PREVENTION AND SEDIMENT CONTROL NARRATIVE .• / // r/ / I ii GRADING AND UTILITY PUN AND SHEET S. -SITE PLAN). THIS STORMWIATER FACILITY WILL BE DESIGNED TO BE PROTECTED. THE FENCING 6 EPEC7NE WHEN USED TO SEPARATE THE PROJECT AREA ON THS PLAN, THE ENGINEER SHALLL REVIEW THE SITE TO MAKE ANY ADJUSTMENTS TO ACCOUNT FOR 70 MEET OR EXCEED THE ROOT STALE O VERMDNT S70RMWA7ER REGULATIONS. THIS FACILITY WILL HAVE FROM ADJACENT AREAS USED BY THE PUBLIC. THESE WILL ROMAN N RACE AND BE MAINTAINED ENVIRONMENTALLY SENSITIVE AREAS, SPECIMEN TREES AND SPECIAL AREAS OF CONCERN PUSED RIOR TD DISCHARGE. THE WICAPACITY FOR ALL FUTURE LT MPOFNT ON THE ARCHIE POST THE POND_UTWILL DISCINRI•,EEDD 7FR:NTE%6TNG ROADSIDE DRCCOMPLEX. THE POND WILL OH THE RE UNTIL THE PROJECT SITE HAS BEEN PERMANENTLY STABILIZED. APPROXIMATE SDIL EDGE OF .397,5 ROADSIDE DITCH WILL BEOCATED ALONG IMPROVED AS A PART OF TH6 PROJECT, PEASE SEE SHEETS S.1 STTEPIAN ,SOLI STOCKPILE TESE STOCKPILES WINTLL BOVED E�PROTECTED FRaI EROSXN Bf A NUMBER O METHODS, INCLUDING .40� Ltl _ •� / / / / '- Q' n AND S.1L STEMN. IMPROVED ATHE S 711E SPEAR SKEET ROADSIDE DRCH IN SOUTHERLIMATELY 55D FEET OF Y SOIL INSTALLING KPILTHESE ARE EILT SNWILL BE PROTECTED CTE DOWN GEROTIONS WHERE TOPSOIL IO PERIMETERNUMBER Of ND OTHER SOIL MfOCK S, AND S MAY 81 D / ti4+ DIRECTION FOR APPROXIMATELY 1500 FEEL. THE RUNOFF TEN ENTERS A CLOSED STORNWATER SYSTEM SEEDING AND MULCHING THE STOCKPILE WHEN NOT N USE FOR MORE THAN FIVE LAYS. AND DISCHARGES TO TRIBUTARY j3 JUST SOUTH OF THE DRIVEWAY TO THE BgRESEARCH FACILITY. •3 7.9 1 �I( • ?"'�---�,",/" I ��-�' I .396.E INS THE ONSFIE CONTRIBUTING AREA 70 THE ENG05W WATERSHED DISCHARGES STORMWATER TO THE ITPECK DAMS' p�p1 HIS STRUCTUAL MEASURE 6 A SMALL TEMPORARY STONE DAM TIM7 6 CONSTRUCTED ACROSS A EXISTING CATCH BASIN TAI B LOCATED ALONG THE EASTERN EDGE OF THE EXISTING BIKE PATH, NORTH DFMINAGE WAY AND ME INSTALLED N LOCATIONS OF CONCENTRATED FLOW OF STOtIM'A7ER' �d C I I I I E THE PROPOSED SOT7BALL FEUD. THE CATCH BASIN TIE POND WEST 70 ES ITWANG ENGEIAIER RUNOFF. THE STONE CHECK DAMS ARE EFFECTIVE IN REDUCING THE EROSION POTENTIAL N A POND 1NDIICH A 15„ CULVERT. THE DISCHARGE iR011 TIE POND TEN MAKES IT WAY TO ENCELSBY ? DRAINAGE CHdNEI BY RESTRICTING THE VELOCITY OF ROW N THE CHANNEL THESE WILL REMAIN „3 ¢ BROOK, N PLACE ARID BE MANIAINED UNTIL THE PROJECT SITE HAS BEEN PERMANENCY STABILIZED. SEE i..Q !I I 1 I .396.5 t•, GRASS pK T DETAIL C2.1/2 FOR CONSTRUCTION AND MAINTENANCE OF THIS SEDIMENT AND EROSKN CONTROL I U DERGROUANCWST E WNLTES. THN THE E ECOWINEITING DNSITE CONTRIBUTING AREA TO THE CENIENI WATERSHED DISCHARGES - WILL BE LIMITED To THE INSTALLATION or �I II I I I I 70 THE ROUND 51 CORNER OF THE ATHLETIC CAMPUS VA A SERIES O GRASS LINED SWALES AND A THERE 6 A SMALL AREA a THE PROJECT THAT CONTRIBUTES TD THE CENTENWAL WATERSHED. EARTH TECHNIQUE. NORT ASPHALT I — / CLOSED STDRMMATER SYSTEM MO TRAVELS NORTHERLY ALONG THE S STREET ROADSIDE DITCH 7D .401.7 '4p7 ! I T POINT ND -WAY BETWEEN THE NORTH AND SOWN ENTRANCES TO THE GUITERSON PARKING AREA THIS of CULVERT DAWNS EASTERLY UNDER SPEAR STREET AND THROUGH THE EAST TERRACE DEVELOPMENT. IK DRAINAGE 6 COLIECTED IN THE CITY OF SOUTH BURLINGTON COLLECTION SYSTEM W CAST TERRACE AND I I I Y I „3 1 WOWS 10 MAINSTREET THEN To CENTENNIAL BROOK ON THE NORTH SIDE OF CATAMOUNT DRIVE. LJ I 1 III II II 1 _ „396.5 t\� £ i'TI p m _._-._. • uI I — II I jl II 1 .4 1.8 11 1 I I I K iTf 8 ,491. I�1 I 1 I I I -PROPOSED TOPSOIL AND SOL STOCKPILE LOCATIONS FOR CONSTRUCTION SOF THE ME DwAl E PROPOSED SOFTBALL FIELD. 1 a 17.4 A'L. , I I Ex Ch n ovsa WWA❑7�GR QUALITY W A SOCCER FIELD INV 3� g CONNECT CONSTRUCTION FE.NC 399.5 r I / �i/� / :, �I 397.4 95.7" �a 3 6.3D TO EXISTINGaNMIMK FENDING i m 1 1 10 CNGELSBf WATERSHED � I ) / SEE MD EROSIONSEDEEM PREVECONTROLNTION - i NARRATIVE FOR DRAINAGE i PATTERN DESCRIPTION �lp I I / I / I Li I� I 17 II II I/ I .. .I 11 •� Ott tt V �t �I „395. t tl ii /1i iII t1 / IV DENSE TREES I I N I.395.2/' L � �1 FOR PERMIT REVIEW ONLY \ SEPTEMBER 22, 2005 \ GRAPHIC SCALE cae \ v� �o a ( IN PEST ) 1 lnoh = 40 1t. •' POSSIBLE„ Jr Fi Ir ' 'Y TOUT �� _�V,� .� 'A�/^ • 'j I _ ING CHWWJNXN Y ' WIN � r IRIL ,A'I�WWWWWWWWW a.,'Tar , r t � KREBS AND / 1NRw W ENGINEERING ENGINEERS S • A W�� VENIRES _s -- — BILE AlH� _ .-..-�•�-�-�' / I -RE-ESTABLISH FOOTPATH ATTHE COMPLETION OF THE PROJECT. REFER i0 �1 CITY,' GTON DRAWING 521I OF $URLINGT CITY 0 SOUTH BURL -IN j G O S S E N S B A C H M A N ARC HITECT S 85 Granite Shed Lane Montpelier, Vermont 05602 P 802. 220. 1664 F 802. 229.4822 ENGINEERING VENTURES INC YIk HI 1 Suc?\Bmlmgwn YTUVNI z1t 1 8 2.863.6225 . 802.863.6306 L R •rin,Veth— OWNER The University Of Vermont 109 South Prospect Street 3urlington, Vermont 05405 111802-656-3208 =ax: 802-656-8895 PROJECT UVM Track 147 Speer Street Bllflington, Vermont dot Nu1Mer: 04210.0 File Name. Basedwg SmIe: 1" = 40' Date: June 2005 EROSION PREVENTION AND SEDIMENT CONTROL PLAN C104 co CO is a f. COVer Legend - - Appmx. Property Line -W— — — B4-'W- F Wk, A rter Lhe/gate Y/ Exbthq bee /ire —S— — —s-�- Exbthq Sewer Lhe/monhde alsthq Mxtriead/tadephane -.s— — -yt--0- Exbthq Storm Lhe/rotch bosh .ST—ST-o— Proposed Strom Lhe/rntch bosh ��- Exbthq Contour Pkyosed cmtoar -OHP-- OKVheod POWer Specr Street -- ° ° 24" ... moexhx r«Kv o -------------s0.1-_ _ s►s--- _ _ - -' ' Vas 'See- _�'�-'v+P _ /�'_--'az------_ u — — — — ems- - •367.5 __ -T.a -Jee Voter 0 s PZCpL))i► 1I Isea .MICRO.I 1 / I 11I i I i 1 i 1 I I FOREBAY �,-_/y,/ / sOZsNew HIGH MARSH &W 8881SJ \ _-__ p �- LOW MARSH (8� DEEP) --___ (18' DEEP) seas � �'----' .spas seas 30' PVC \ I SDR33 AbW CO 7RAOl'-I cT �" rbn 3S3.S a-0.006 I (t0' Wide xr15 I -x 36' ,ws.s aA0 P) --�------- Inv. 389.5 __ - - - - - - - - - - concre ver OYent ipe ,6a ' conduits Water pipe 06 ipe Nr.G Limit ofProject I Power P.& SLrvey cmt-1 Poht Exlsthq hydvnt Cmorete monument P/M 0r°.hoge flow FiblM grode spot ehrwthn Now End SectbnW 0 rAlsNs 2 - !Y' PLC Inv. 392.0 (See detail) Aeyads 9_ /hed JnWri aW MOW *MRW � pqry w_ nSorJkler ro motdh ex*lbµ P►orfde 4' kpd and seed PYWW6b Akw* Anirkan pro =150.rom101 ,bErt ---------- - ple 24" Maple —N7/7LET 57RGC77A8E 7R.�QP-QV77 Rim XM5 / 'Inv n 33v.OjT� PVC) Inv ouDK9(18'PV)) s-J%/IB hch WN" h I PH; CW Inv. 35&0 (See detallextrash rock) See Hamby Engineering Ventures for proposed grading and infastructure in this area. •+6 RECEI ocrQ 4 ? City ofs�'. O 20' 40' 80' 120' ear Scole 2a NO 5703 Is E PERMIT REVIEW ONLY 11 G O S S E N S B A C H M A N ARCHITECTS 55 11-11, Sn.d Len. Mon r p.l 1. r, V.rmont 05502 P SM. 229. 1554 F BOY. 229. 487Y CREBS AND LANSING 164 MAIN STREET COLCHESTER, VT 05446 P: 802-878-0375 F: 802-878-9618 Confect BIII Nedde PE OWNER The University Of Vermont 109 South Prospect Street Burlington VerniDrlt 05405 88 Tel: 2i58-3208 Farc 8024858-0895 PROJECT UVM Track 147 Spear Street Burlington. Vemant Job Nonbr. 04151.01 Fie Nonm bedA5AWe SCOW. 11-8P Deb: 7/t?l06 YU:8VW \. Sol Abw End SeN N07 g IIIYIe;q Ma1A befwP i hK JV20 4 11Pe I r4 \ (Reno-) bitJIM& Ab88 Arww�Aror drP Ri man J7as /nv h J79.J9 (6) lnv ovl 3r919 - - ' ex. 11 P ---- —— — — — — — — — — -- ------- ' 4P t - _ .73o-Radrood--71 _ _ 30 Pine `"� .-. ette 6"16 exvet n 16" y pts I wood Posts 0 o sx. droi�/N tanw o -_ � � I' \ �arr�er and padM�,, ♦ \ O C Abe co iRAOM rhn JS0.1 iSel Yrvt J&%0 b� 14 ventures for grading and tyre !n this area. Catch Basin \ R. J.. [ W ee� � .h Je11s 49 _ — — — J TMgvhme Pde /6 � GYP Pee TWI 1264 OHP- rates eeOb as Mena APmbb 4- ow PhowbirA1xM an Anwk ar rewrlabrrot aoed wvd seeuew .Wbthg A76de aandtAWrw ar t(M" _jm6 12" CUP er. my J786 b—J76J712 _77e--------- j_37a —a.-- bK J7AJ Ex. -Wh — — hvh J7159(1071) y -Int _ J7dl ur.n 17164 (105) - - 42' Poplar /nv out J7164 (la [J .. ,7 -bK Jvas "Ptlar to to � J IMS Oypovew asa- to nbrs or 10 � B�bAKir � and ars AlptMr SYy dour .0 yaSB.bd sorer. I I � I N/F RazesdAau Simmons / I _ I I I I I of � I I I and Paved Bike Path -66"r—N U no— t� rwwbo- Pd. r9 •• •• ••�om,U7Y S eon , treet a/o6 1J' SAMPLING POINT A 51 to v=J75 BO 15' CUP telephone Pole 19A Woods -- - - - Rai Me as COVat I r*km o M 11' aMw•GI I I I I I I v I I I I I I I I I CITY OF SOUTH SURLINGTON CITY OF SURLINGTON 7 -- N *fig; NO3TOS 0 PERMIT RENEW ONLY G O S S EN S BA C H M A N ARCHITECTS 80 Granite Shed Lane Me n Speller• Vermont 00002 P SK M. 1004 F ON. M. 4882 (REBS AND LANSING 164 MAN STREET COLCHEBTER.VT05W P. 802-871&W5 F. 8024178.0818 Co"kmt BII Fladde PE OWNER The University Of Vermont 109 South Prospect Sheet Burlhl0ion, Vermont 05405 Tel: 8 2-058-3208 Fax 802-656.8895 PROJECT UVM Track 147 Spear Street Burlington, Vamlont .lob Nurlbw: 04151.01 Legend File Names: Yadv00.dw8 - - AAPro - Prgoerty the •n, F.- Pot. SaYK I%W -w- - - A-w- Extathg Note, Ltne/gate valve -11 ,Sv y Control Point ExLsthq free the Ex/sthg hydrant Dow 7!l2A0 -5- - -5�-- Exbth9 Sewer Lhe/monhcl. Existhg deetrknt/teJeohone r 0 Concrete monument / Ptpe alsmg Storm Lhe/antch bosh r Oro/nog. flow Sr—sr-0- ProDwed Storm Lhe/CotCh bo91n x317.5 F/rllsh grade spot e/ewtim I —7.70 y-- Exls&g Cmtoar - ,pyn oc - - - - - - ----- PmPosed Contour 0-*dod r D ?Op5 Po..r City ©f S � B w.� rlin 0, 20' 40' t10• 120• to, Bar Scale I' m 2a S62 1 o �8 0 00 .� :5 PERMIT RENEW ONLY 1 G O S S E N S BA C H M A N ARCHITECTS \ ,a \9 ww— 85 Granite Shad Lane Montpelier, Vermont 05602 - P 802. 229- 1854 F 802. 729. 4872 Spear , — na• 15'O P ^^� a. KREBS AND LANSING $beet - r ^— . ,.. rwwh— PWe 19A 164 MAIN STREErSpear TER COLCHES Vi 05148 6; _ —• P: 802478-0375 sa+ s✓n p / F: 802- B0 18 Cartlect � Nedtle PE e IT' ftilw n �w'Nw e w .• Pow .anp a•m --�,—. '�� s va+'.auw a^^+,��/ 1Q... $ / i�� / t .rr..a Legend ------- Approx Property Lk,. •n Powe-Ode Exbthg Water Lb a/gate ,dw _i 12 Surwy Contrd Point Exbthg tires the Exbthg h>lt*mt —.s-- — — — -t —0- Exlsthg Sewer Lhe/monhole a Connate mar -t Extsthg Mectried/tNgvhona O bar, pips yr— — — — •h Exbthg Storm Lhe/rntch bash — Oralnage flow —Sr---- %Fr—ci-- Proposed St— Lme%tch basin .337.5 rhlsh grade spot alo-Ma7 -- jj, Exbthg C—tour — 5197 ------- 338 '----_- Phwo"d Contour O,ahsod powe.- 07 777777MM/7/� ' I EZI OWNER AwW /AW The University Of Vermont 4zt 109 South Prospect street Burlinrggton, Vermont 05405 Tel: 802-656-3208 Fax: 802-656-8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Powd Bihe Pafh N/FBurlington Country Club Job Number. 04151A1 FNe Me— lndus0.dep sale: U.": Tam EXISTING CONDITIONS BAR SCALE City 4 J$ 0 SO RIVERBIRCH(11) DAYLILIES (300) 99 WINTERSERRY (45) SIBERWN DOGWOOD (46) Spear Street JAB Ex 221' Marilee IF REAM ti� s 3 >>��1 ���.I�ir� ► tr, r.r �„�j''�n �i�jliq+7•%•••+• rAwelk p��� Oki "i���!,.�.' �'�=�,�Z%`r� ;!i�,i� Zit •' !r�>♦ ,,,,� ,,, S,.I q�` A. 14:.. �: NI—OIIO`�G� i � • � i!�a'i�t~ i�i�.r'� ��rj�rr��raOpO40 Pam! .,��,�'#+�,�T� `� {,�l� kt�vl �,•-•,•.;, • ��j a•�.i�.®gyp ''.�fie gill 'dU►r ...F ::t ■ SHORN SEED MIXTURE OLIVER SEED BLEND OR EOUAL SEED RAZE %OFMKNRE MINIMUM GERMINATION HARD FFSCIIE 251L35% 65% LOWGROWPERENNIAL RYE 15%35% 80% ALPINE KENTUCKY BLUE 3D%150% 85% INERTMATER IESSTHAN 3% WEED SEEDS IESSTNANO..1% ENDOPHYTE ENHANCED FOR INSECT AND DISEASE RESISTANCE APPLICATION RATE IS 15 POUNDS PER ACRE PLUS ADDITIONAL 50 POUNDS PER ACRE OF TRANSST OR ANNUAL RYEGFASS E,. OEL 24" Maple RIVERBIRCH (15) 4W HIGH VINYL COATED FENCING POSTS, AND FITTINGS. ALL BIACk CONNECT TO EXISTR166B'(CE. RUBY SPICE SUM EBtSWEET (56) ism LETTER COMMON NAME SCIENTIFIC NAME MINIMUMS2E COMMENTS OAMNDIY p AFTERGLOW WINTERSERRY IVM ■ JBI BMWWNTERBERRY Ir veIGACA'J'im E MOTFORSWS INATION II QB RMOl9RDOOWDOD C—.1.w WRe 3S 9ITON CENTER STAGGERED 45 C SIELLADMDAYIRES HIno=bU16QOTe_ IGALLON WONXBNTER BOB D NEIBTAGE RA9lBRCII BMI]MBNIMRIIA° 10MULTISIEM 15 MM1B0.C. EIBMLN38FM6 MDII]B f 'v.J� © E SIBENNl DOG'NOOD CaR 061114Ix6 j SOON CENTER STAGGEM a ® F INK BERRY will aaaw N' fOON CENTER STA(.riBI M D RX.IE.VER Gm waahaiiii apotpe— 30131.011 300NCENIER 144 O H AFWWMOODVSURWM Milb—drYWlo ]S SOON CENTER STAGGERED _ 48 h I AUTUMN BRILUANCESENVICESERRY AIIIIY%hlea]Mw 10CLGP PLACE— 8 E IMAIY]STEMS Jew' OJ RUBY SPICE $UMIERSWEET CkBlaetiMillBgSRIe' N' RVON CB41Bt STAGGERED 56 K MM ZONE 25AOUATIC PLANTS TWEE SQUARE BULL RUSH QYAT RANDOM ITON CENTER 150 NORTHERN AIBiOMEPD MPAT PLANTIN ZDEWTBIENORMAL 1■ RNTR BULL RUSH OWRT WATERIEVEL ISI'-17DEEP. 150 HP SWAAMR OWT 150 AM GRASS QMRT 1611 iw,'z1loan,;.,,z7Tw.=.,.-.,O—,,......"E',,,,,...O'M'PD_, AND. ..__.._, 301LA4EtaMENi'. REMOVE STDE, LDO�NSOILT024', PLACE C OF QTMPOSi, ANDTILL INTOTOP 170E EXISTING SGL ® Ex 24" Maple 0 G O S S EN S B A C H M A N ARCH IT E C T S 85 Granite Shed Lane Montpeller, Vermont 05602 P 802 229.1664 F 802. 2294822 UVM Athletics Burlington, Vermont Revleipna: Jab Number D0OD4)0 File Name NaImAWG Date. July 25,2005 Re APE ®C N ✓SPa City of S ®Govan Bachm®. Inc. Attachment I University of Vermont Athletic Track Project Description: The University of Vermont is proposing to replace the partially demolished existing athletic track in the Archie Post Field Complex, located south of the Gutterson Field House on the UVM Athletics Campus. The previous track surface was severely worn and was no longer an adequate surface for recreational or intercollegiate use. The improved track will meet NCAA specifications and will ensure that UVM athletes are no longer at a disadvantage while training and racing against conference and regional competitors. Currently there is no acceptable outdoor track facility on campus and UVM Track athletes are required to travel to local high schools or Middlebury College to practice on an adequate surface. The improved track will also provide the campus with a much needed facility for recreational running and jogging. This is part of the University's long term plan to improve the Archie Post Field Complex. We have started to do this by constructing an artificial turf field which necessitated the dismantling of the existing running track. Now we are proposing to replace the old track with a new one which will include: ♦ An improved nine lane oval running track approximately 600 x 275 feet for a total of 78,780 s.f. of paved surface. Of this total, 63,850 s.f. or 81 % will be within the City of Burlington; 14,930 s.f. or 19% will be within the City of South Burlington. The proposed field will be directly south of the turf field under construction, about 130' away from the center line of Spear St. ♦ Inside the track there will be a steeplechase water pit, four long jump/triple jump pits with two runways, a shot put pad, a discus throwing pad and cage, two pole vault boxes with one runway and two javelin runways. A hammer/discuss pad and cage will also be located outside of the track northwest of the proposed track. ♦ The track surface will be full pour polyurethane or Mondo (depending on funding; both are impervious surfaces) with a slot drain along the inside edge of the track. The track will be sloped from the outside to the inside towards the slot drain. The slot drain will collect stormwater from the impervious track surface, which will be directed to the proposed stormwater facility. ♦ There will be a small storage shed, 30' x 32', to the west of the northwest "runoff" area. This will replace the existing shed which will be removed. ♦ Installation of bleachers on the north side of the track (facing south) that can accommodate up to 300 spectators. ♦ No new lighting for the track is planned. ♦ A new stormwater treatment facility in the Potash Watershed, located east of the new track near Spear St., completely within the City of South Burlington. This stormwater facility is designed to meet or exceed the 2002 State Stormwater Regulations. ♦ A sediment analysis determined that the construction of the project, including the stormwater facility, will decrease the sediment discharge rates from the project area, compared to existing conditions. ♦ All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. As a result of this project we will also need to relocate the existing softball field from its present location to the southwest corner of the Archie Post Field. Existing dugouts will be replaced and new portable bleachers that can seat up to 300 spectators will be installed in back of home plate. The existing scoreboard will be replaced. Use: ♦ The track will be used daily for practice in the fall (September — November) and spring (March — May), similar to the past. At other times of the year, the track will be used for general recreation. We will host 3-5 meets per year which we did not do on the old track, at least not in the past several years. The average number of spectators for meets will be 250. We may use a portable public address system for meets. ♦ Use of the infield will be for campus recreation and intramurals which is similar to what has been happening in the space for the past several years. All activities will be held during the day. ♦ The softball field will continue to be used in the same manner and frequency as today. We may use a portable public address system for certain games. ♦ Both portable public address systems will be "aimed" at the bleacher areas. This will have them directed away from the surrounding neighborhoods. ♦ The softball field and the track would not be used concurrently for events. Fencinq: ♦ The fence around the stormwater pond will be 4 feet high, black vinyl coated, chain link. The existing fence between the Spear St. rec. path and track/stormwater pond site is to remain "as is". ♦ The fencing between the softball field/track sites and the rec. path on the south side of the site will be six to eight feet high, vinyl coated, black, chain link. ♦ A twenty one foot high "ball stopper" (a removable netting system with aluminum poles) will be installed at the south end of the (existing) practice soccer field to keep balls off the track. Utilities: ♦ Electric, water, and firefighting services will be provided by the City of Burlington. There will be minimal water and electrical needs. ♦ The University will provide primary police services and stormwater treatment. ♦ No sewer or gas services will be needed. There will be no increase in parking requirements. Construction: At present, half of the existing track has been demolished for the turf field (recently completed) and the other half is still on site; obviously unusable. The first part of this project will be to remove the rest of the existing track. The procedures recommended by the Vermont Handbook for Soil and Sediment Control on Construction Sites will be followed Recommended procedures will be followed to control dust, minimize impact on neighbors, including the use of water or calcium chloride. The construction of the project will not generate smoke. All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. At completion the entire site will be stabilized with grass and other vegetation. We expect that construction activity will begin next spring; construction should be completed by fall 2006. Lot Coverage: At present the lot coverage for the Athletic Campus in both cities is 36.67%. Upon completion of this project lot coverage will be 38.80%. Stormwater Treatment: In keeping with the objectives of the University Stormwater Master Plan, the University is proposing Stormwater Best Management Practices to mitigate impacts from the proposed track. The Athletic Campus Master Plan project is unique in that it drains to three different waterways; Centennial, Engelsby and Potash. The Centennial watershed is generally on the northeast portion of the project; the Engelsby watershed is located to the westerly portion of the project and the Potash watershed is located in the southeast portion of the project. The University is proposing to construct a new stormwater treatment facility in the Potash Watershed. We anticipate obtaining a State Stormwater Permit for this facility which is designed to meet or exceed the 2002 State Stormwater Regulations. In addition to the above referenced Stormwater facility, we have completed a sediment analysis comparing existing conditions. Sediment is one of the leading causes of impairment in urban watersheds. It was determined that the construction of the project including the new stormwater facility will decrease the sediment discharge rates from the project area. Cost: The hard construction costs of the project (located in both cities) are estimated to be $1,687,503. 01 UVM Athletic Track Replacement List of all Abutters and Mailing Addresses University owned properties to the north, west and south of this subdivision. The following list represents all abutters, including all privately owned Spear Street residential neighbors: Pamela Storey & James Thompson Marcella Peden , Trustee Cornelius J. Carr 74 Spear Street 82 Spear Street 88 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Gerald & Patricia Divincenzo 96 Spear Street South Burlington, VT 05403 Peter & Sylvia Tousley 112 Spear Street South Burlington, VT 05403 Current Resident 140 Spear Street South Burlington, VT 05403 Joann P. Nielson 100 Spear Street South Burlington, VT 05403 Albert & Ruth Reynolds 126 Spear Street South Burlington, VT 05403 Ronald & Radetta Nemcosky 148 Spear Street South Burlington, VT 05403 Garth & Clara Peterson 106 Spear Street South Burlington, VT 05403 Sophie Quest 134 Spear Street South Burlington, VT 05403 John Lucas Hauman 156 Spear Street South Burlington, VT 05403 Tommy & Monica Devino Charles Trefry , owner of 170 Spear Current Resident Street 168 Spear Street StrStr Viscaya Blvd 185 Spear Street South Burlington, VT 05403 724 Saint Augustine, FL 32086 South Burlington, VT 05403 Frederick & Patricia Cianci , owner of 188 Spear Street Rebecca Blodgett George Passage , Jr. 1478 Eagles Nest Lane 210 Spear Street 220 Spear Street Gilroy, CA 95020Nest South Burlington, VT 05403 South Burlington, VT 05403 Dieter Gump, Trustee 226 Spear Street South Burlington, VT 05403 Mary & Jan Rozendaal 233 Spear Street South Burlington, VT 05403 Current Resident Burlington Country Club 238 Spear Street 568 South Prospect Street South Burlington, VT 05403 Burlington, VT 05401 Elizabeth Orr 234 Spear Street South Burlington, VT 05403 G O S S E N S B A C H M A N ARCHITECTS MEMORANDUM Date: September 20, 2005 Re: UVM track To: Lani Ravin From: Gregg Gossens Lani, The landscaping plan for the UVM Track project was developed by my office in conjunction with Terry Krinski of TK Landscape Design. Terry and I ave estimated that the installed cost for the landscaping is $40,00� Gre ens AI gg A 85 Granite Shed Lane • Montpelier, Vermont 05602 • T802.229.1664 • F802.229.4822 • contact CdGBArchitecture.com The UNIVERSITY of VERMONT CAMPUS PLANNING SERVICES http://www.uvm.edu/—plan/ Raymond J. Belair, Administrative Officer South Burlington Planning & Zoning Department 575 Dorset Street South Burlington, VT 05403 September 28, 2005 Re: University of Vermont Athletic Track Project, 147 Spear Street Dear Ray, The University of Vermont is submitting two applications, one for Preliminary Subdivision Plat Review and one for Final Subdivision Plat Review to replace the athletic track in the Archie Post Field on the Athletic Campus. This project is located in both the cities of South Burlington and Burlington. As you know, we presented the sketch plan for this project on July 19, 2005, to the South Burlington Development Review Board. We have incorporated all staff comments and the DRB members' comments into this final plan. Enclosed please find a check for an application fee of $1,020. Please let me know if you have any questions or need any further clarification to proceed to review this application. Sincer9ely, Lani Ravin, Associate Planner Campus Planning Services Cc: Linda Seavey, Director of Campus Planning Services Attachments: Application for Preliminary Plat Review Application for Final Plat Review Site Plans — existing and proposed List of all Abutters and Mailing Addresses in South Burlington 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 Equal Opportunity / Affirmative Action Employer Permit Number 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, nailing address, phone and lax #) University of Vermont 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 Fax 2) LOCATION OF LAST RECORDED DEED (Book and page #) Within this subdivision lot there are three records of deeds: 1. Northern portion -- Mary Fletcher Hospital Tract, 1891 * Volume 31, Page 168 in City of Burlington -- June 3, 1891 * Volume 3, Pages 165-166 in City of South Burlington -- June 23, 1891 2. Middle portion -- Buell Tract, 1921: * Volume 74, Page 549 in City of Burlington -- July 6, 1921 3. Southern portion -- Brownell Tract, 1923: * Volume 83, Page 570 in City of Burlington -- October 24, 1923 3) APPLICANT (Name, mailing address, phone and fax #) University of Vermont 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 Fax 4) CONTACT PERSON (Name, mailing address, phone and lax #) Linda Seavey, UVM Director, Campus Planning Services (802) 656-3208, or Lani Ravin, associate Planer, Campus Planning Services (802) 656-3217 109 South Prospect Street Burlington, VT 05405 Fax: (802) 656-8895 5) PROJECT STREET ADDRESS: 147 Spear Street 6) TAX PARCEL 11) # (can be obtained at Assessor's Office) Number 1810-00000 N & Number 1810-00799 N 7) PRO,IFC"I- DESCRIPTION Please refer to Attachment 1: University of Vermont Athletic Track Project Description a) Existing Uses on Property (including description and sire of each separate use) The Archie Post Field Complex includes a softball field, a soccer field, an almost completed turf field and a partially dismantled track. b) Proposed Uses on property (inclu(le description and size of each new use and existing uses to remain) The (partially) existing athletic track will be replaced by an improved 600' x 275' track that will meet NCAA specifications. The proposed uses will be the same as the previously existing track in addition to 3-5 meets per year. The average number of spectators for meets will be 250. We may use a portable public address system for meets. As a result of the track replacement we will need to relocate the existing softball field from its present location to the southwest corner of the Archie Post Field, within the City of Burlington. A new stormwater treatment facility will be constructed, within the Potash Watershed, east of the new turf field, within South Burlington. This is designed to meet or exceed the 2002 State Stormwater Regulations. c) Total building square footage on property (proposed buildings and existing buildings to remain) There will be no new building within the City of South Burlington. 14,930 square feet of the track (19% of total) will be located in the City of South Burlington d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Not Applicable. e) Number ofresidential units (ifapplicable, new units and etistin(T units to remain) Not Applicable. t) Number ofemployees & company vehicles (existing and proposed, note ol'lice versus non - office employees): No change from existing situation. �) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): All utilities and public services such as electric, water, fire and police services will be provided by the City of Burlington and the University. All electric, storm water and any other necessary utility lines will be underground. The stormwater treatment facility will be fenced. A bike rack will be located near the track. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None. 8) LOT C'OV[,'RA(;E a) Building: 11;xisting 9.24 '% Proposed no change `%, b) Overall (building, parking, outside storage, etc) Existing 35.35 % Proposed 37.54 % c) Front yard (along each street) Existing n/a % Proposed n/a % 9) COST ESTIMATES a) Building (including interior renovations): $ n/a b) Landscaping: $ 40,000 c) Other site improvements (please list with cost): $280,626 portion of track and stormwater pond costs within the City of South Burlington. 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): no change b) A.M. Peak hour for entire property (in and out): no change c) P.M. Peak hour for entire property (In and out): no change 11) PEAK HOURS OF OPERATION: 3:00 — 6:00 PM, M — F; 11:00 AM — 4:00 PM, Sat/Sun 12) PEAK DAYS OF OPERATION: Late August through November and late March through early May. 13) ESTIMATED PROJECT COMPLETION DATE: Fall 2006 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. SEE ATTACHED SHEET 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I 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 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. A - Do not write below this line DATE OF SUBMISSION:_ !U V16 I have reviewed this preliminary plat aplilicWtion and find it to be: xomplete I I li I Incomplete Ir 944-% to irector of Planning & Zoning or Designee Wir�►►�/ n Permit Number CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All infonnation requested on this application must be completed in full. Failure to provide the requested intonnation either on this application form or on the plans will result in your application being rciected 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 #) University of Vermont 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 Fax 2) LOCATION OF LAST RECORDED DEED (Book and page #) Within this subdivision lot there are three records of deeds: 1. Northern portion -- Mary Fletcher Hospital Tract, 1891 * Volume 31, Page 168 in City of Burlington -- June 3, 1891 * Volume 3, Pages 165-166 in City of South Burlington -- June 23, 1891 2. Middle portion -- Buell Tract, 1921: * Volume 74, Page 549 in City of Burlington -- July 6, 1921 3. Southern portion -- Brownell Tract, 1923: * Volume 83, Page 570 in City of Burlington -- October 24, 1923 3) APPLICANT (Name, mailing address, phone and fax #) University of Vermont 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 Fax 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Linda Seavev, UVM Director, Campus Plannina Services (802) 656-3208. or Lani Ravin, associate Planer, Campus Plannina Services (8021 656-3217 109 South Prospect Street Burlington, VT 05405 Fax: (802) 656-8895 5) PROJECT STREET ADDRESS: 147 Spear Street 6) TAX PARCEL ID # (can be obtained at Assessor's Office) Number 1810-00000 N & Number 1810-00799 N 7) DE'TAILED PROJECT DESCRIPTION Please refer to Attachment I: University of Vermont Athletic Track Project Description a) Existing uses on Property (includino description and size of each separate use) The Archie Post Field Complex includes a softball field, a soccer field, an almost completed turf field and a partially dismantled track. b) Proposed uses on property (include description and size of each new use and existing uses to remain) The (partially) existing athletic track will be replaced by an improved 600' x 275' track that will meet NCAA specifications. The proposed uses will be the same as the previously existing track in addition to 3-5 meets per year. The average number of spectators for meets will be 250. We may use a portable public address system for meets. As a result of the track replacement we will need to relocate the existing softball field from its present location to the southwest corner of the Archie Post Field, within the City of Burlington. A new stormwater treatment facility will be constructed, within the Potash Watershed east of the new turf field, within South Burlington. This is designed to meet or exceed the 2002 State Stormwater Regulations. c) Total building square lootage on property (proposed buildings and existing buildings to remain) There will be no new building within the City of South Burlington. 14,930 square feet of the track (19% of total) will be located in the City of South Burlington. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Not Applicable. c) Number of residential units (if applicable, new units and existing units to remain): Not Applicable. 1) Number of employees & company vehicles (existing and proposed, note oil -ice versus non -off ice employees): No change from existing situation. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): All utilities and public services such as electric, water, fire and police services will be provided by the City of Burlington and the University. All electric storm water and any other necessary utility lines will be underground. The stormwater treatment facility will be fenced. A bike rack will be located near the track. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, 11, or 111) on the subject property:' No, but a new stormwater treatment facility will be constructed, within the Potash Watershed east of the new turf field, within South Burlington. h) Ifycs, is the proposed development encroaching into any of these wetlands or their associated 50' hullers'' Not Applicable. 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: 15.7048 acres in SB (acres /sq. ft.) b) Building Coverage in SB: Existing 63,236 square feet 9.24% `%o Proposed no change square feet no change % c) Overall Coverage (building, parking, outside storage, etc) in SB: Existing 241,849 square feet 35.35 % Proposed 256,779 square feet 37.54 % d) Front Yard Coverage(s) (commercial projects only): Existing n/a square feet n/a % Proposed n/a square feet n/a % 10) AREA DISTURBED DURING CONSTRUCTION:107,132 square feet (2.46 acres) in SB* *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. This project will follow all City specifications for erosion control as per Article 16 of the Land Development Regulations. We will acquire all necessary permits from the DEC. 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 none 12) COST ESTIMATES a) Building (including interior renovations) S n/a b) Landscaping (see Section 13.06(G) of the Land Development Regulations) S _40,000 c) Other site improvements (please list with cost) $280,626 portion of track and stormwater Pond costs within the City of South Burlington. 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) no change b) A.M. Peak hour for entire property (in and out) no change c) P.M. Peak hour for entire property (In and out) no change 14) PEAK HOURS OF OPERATION 3:00 — 6:00 PM, M — F; 11:00 AM — 4:00 PM, Sat./Sun. 15) PEAK DAYS OF OPERATION Late August through November and late March through early May. 16) ESTIMATED PROJECT COMPLETION DA'11.' Fall, 2006 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. SEE ATTACHED SHEET 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. I �WAI raml6kvwalJ�?� l SIG�UR OF A PLIC�ANT� Ittga- SIGNATURE 6F PROPEI#fY OWNER Do not write below this line DATE OF SUBMISSION: lU y oI I have reviewed this preliminary plat applicati n and find it to be: omplete �� Incomplete ctor of Planni /o /_" oning or Designee Date 4 � r Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4io6 CITY ENGINEER'S COMMENTS UVM Track Spear Street 10/20/05 1. New driveway culverts of Spear Street properties shall be long enough for full driveway width plus a 2 foot gravel shoulder on each side. 2. The 12 inch culvert at the Simmons property should be replaced with a 15 inch pipe unless owner requests it removed. Vermont Agency of Natural Resources Department of Environmental Conservation PUBLIC NOTICE OF APPLICATION RECEIVED FOR University of Vermont The Water Quality Division of the Vermont Department of Environmental Conservation (the Department) has reviewed an application for a permit to discharge stormwater runoff from construction sites from the University of Vermont. The project consists of. a. Construction of a new athletic running track b. Construction of associated amenities c. Relocation of an existing softball field The applicant submitted the application August 8, 2005. The project would affect Potash Brook, Engelsby Brook, and Centennial Brook. The Department's tentative determination is to issue an individual discharge permit with conditions to control, prevent, and mitigate impacts on water quality. Written comments will be accepted at the address below until the close of the public comment period on Monday, November 7, 2005. All comments must be received by the Department no later than 4:30 p.m. on that date. For information on the application, access to related documents, or copies of the Water Quality Standards, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division 103 South Main Street, 10 North Waterbury, VT 05671-0408 Telephone: 802-241-3770 A copy of the draft discharge permit will be available by mail or on the Water Quality Division website (www.vtwaterquality.org/announcements.htm) after October 12, 2005. JA 'tear'— y l\ `l-f,.- — Wallace McLean, Director Water Quality Division for Jeffrey Wennberg, Commissioner Department of Environmental Conservation October 5, 2005 The Vermont Department of Environmental Conservation is an equal opportunity agency and offers all persons the benefits of participating in each of its programs and competing in all areas of employment regardless of race, color, religion, sex, national origin, age, disability, or other nonmerit factors. CITY Off' SOUTH BURLING".Y.'O DE AR,TIWENT OF lPLANNE14G & ZONINi,' 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101. August 18, 2005 Lani Ravin UVM Campus Planning 109 South Prospect Street Burlington, VT 05401 Re: Minutes Dear Lani: For your records, enclosed is a copy of the minutes from the July 19, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 19 JULY 1005 Mr. Dinklage noted that in the original plan, the building was as far from the single family homes as possible. He felt this plan seemed pretty offensive. Mr. O'Leary showed a representation of the building. Mr. Dinklage asked if either configuration would complicate the building of the new Interstate Interchange. Mr. Belair said the existing house might be taken for the interstate ramp. Mr. Bolton felt the view of an interstate ramp would decrease the value of the proposed units. Mr. Dinklage noted that parking would end up next to the neighbors if the Interchange is built. He felt the applicant should have a discussion with the neighbors about this. He felt the new proposal holds out `false hopes.' Mr. Dinklage also felt he couldn't support 4 stories closer to Hinesburg Road. The original plan had a lower building and was more appealing. Mr. Bolton felt the building near the road would be overpowering. Mr. Kupferman preferred this plan as it provided more open space. Mr. Dinklage said that would be lost with the interchange. Mr. Kupferman felt the Board shouldn't encumber the applicant on speculation about the interchange happening. Mr. Behr said he had concern with the height especially with respect to the single family homes. Members felt it would be prudent to have a sketch plan discussion with neighbors so they hear the implications of the interchange. Ms. Quimby moved to continue the Sketch Plan hearing until 16 August. Mr. Bolton seconded. Motion passed unanimously. 4)Sketch Man Application #SD-05-53 of the University of Vermont to construct a 00'x275' athletic track, 14,930 sq. 1°t. located in South BuriingtoHn, 147 Spear Street: Ms. Ravin showed the path and noted there is landscaping along the bank. They are also proposing additional plantings. She gave members a preliminary landscape concept. -5- DEVELOPMENT REVIEW BOARD 19 JUL V 2005 Mr. Goss said they are trying to create a model of storm water management with landscaping. He showed the location of a retention pond. There will be no artificial structures. The pool will be 3-4 feet deep and can come up 3-4 feel more in a storm incident. It is built to accommodate a 100-year storm. Mr. Dinklage asked about safety for passers by. Mr. Goss said the planting will be dense enough so you don't blunder into it. Mr. Gordon showed the location of existing fencing as well. The applicant asked to combine preliminary and final plats. Mr. Dinklage said this would be at their own risk. 10. Public Hearing-, Application #CU-05-12 of Beverly Amblo for Conditional Use Approval sander Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. The request is for permission to add a 474 sq. ft. accessary residential a nit, 23 Butler Drive: Mr. Belair said an additional parking space will have to be shown. Ms. Amblo said she had spoken to neighbors who have no objections. Mr. Dinklage reminded the applicant there can be no home business in the accessory unit. Ms. Quimby moved to approve Application CU-05-12 of Beverly Amblo subject to the stipulations in the draft motion. Mr. Kupferman seconded. Motion passed unanimously. II. Miseellaneous Application #MS-05-02 of James Benson, Jr., to add 35 cubic yards of fill, 320 Spear Street: Mr. Dinklage noted the fill has already been put it. Mr. Benson said he wasn't aware of the regulation. Mr. Belair said this is a city right-of-way and it will have to be shown as such. The city could remove the fill if necessary. If the plants in the area die, the city is not responsible. Mr. Dinklage asked why the fill was put in. Mr. Benson said for privacy, sound control and aesthetics. He said the highest point is 42 inches. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: July 14, 2005 \drb\sub\uvm\track_sketch.doc Plans received: June 16, 2005 UVM Athletic Track - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-05-53 Meeting Date: July 19, 2005 Agenda #10 Owner/Applicant Architect University of Vermont Gossens Bachman Architects c/o Linda Seavey, Campus Planning Services 85 Granite Shed Lane 109 South Prospect Street Montpelier, VT 05602 Burlington, VT 05405 Property Information Tax Parcel 1810 00000 N Volume 3, Page 165 IA-N District ±14.43 acres in South Burlington) Location Map -1 M1 ' t' i Astfvarf :• 1 'A�proxirnate proposed location of track P` CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch. srp.doc The University of Vermont, hereafter referred to as the applicant, is seeking sketch plan review for a proposal to construct a 600' x 275' athletic track, 14930 sq. ft. located in South Burlington, 147 Spear Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on June 16, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements IA-N Zoning District Required_ Proposed 4 Min. Lot Size 10 acres t14.43 acres 4 Max. Building Coverage 20% <20% � Max. Overall Coverage 40% 37.5% � Min. Front Setback 75 ft. >75 ft. 4 Min. Side Setback 50 ft. >50 ft. Min. Rear Setback 50 ft. >50 ft. zoning compliance Section 3.06(H) of the South Burlington Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right- of-way and the balance of the lot. The proposed athletic track project will not affect front yard coverage. Institutional & Agricultural District Section 7.01(F)(1) of the South Burlington Land Development Regulations requires properties in the IA District west of Spear Street and north of Quarry Hill Road to maintain an undeveloped area for a minimum of 65 ft. between the boundary of an adjacent residential district and any new non- residential structure. The plans show that the proposed athletic track will be further than 65 ft. from the zoning district boundary, which occurs at the center of the Spear Street right-of-way. The proposed track is 100 ft. from the Spear Street center line. An existing line of trees along the easterly property boundary provides suitable screening in accordance with Section 3.06 of the South Burlington Land Development Regulations, offering a buffer from residential uses. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \d rb\sub\uvm\ath leticfields\sketch. srD. doc PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the followina standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. No water or wastewater services will be required for the new athletic field. Section 15.13(F) of the South Burlington Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. The applicant has indicated that they will build a new stormwater treatment pond east of the new track that will be designed to have capacity for all future development on the athletic complex. This pond will meet the Vermont stormwater management standards. 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 plans must include acceptable details of erosion control measures to be used during and after construction. 1. The applicant shall submit a grading and erosion control plan prior to submittal of preliminary plat. 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. According to the applicant, the track will be used daily for practice in the fall and spring, with general recreational use available at other times_ The track will host 3-5 intercollegiate meets per year. The applicant also estimates that approximately 250 spectators may attend each meet. The applicant has indicated that additional parking will not be necessary for the increased use of the athletic complex. The current parking facility is adequate to support spectators at ice hockey games and basketball games simultaneously in the winter, which is the peak season for the complex. It is not anticipated that the demand for the proposed athletic track will surpass the current capacity of the parking facility. 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. No wetlands, streams, wildlife habitat, or unique natural features are known to be present on the site. 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 districts) in which it is located. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc Section 7.01(A) of the South Burlington Land Development Regulations indicates that University - related uses should be integrated "into the City's overall land use pattern through the use of appropriate site planning techniques that promote a beneficial pattern of access, circulation, landscaping, and pedestrian connections between University properties and adjacent neighborhoods." The subject site has long contained a track and athletic fields. A slight increased use of the area is anticipated. However, an established tree line along the easterly property boundary provides appropriate screening from adjacent residential uses. Staff believes that the project is compatible with existing development in the area. 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 proposed track will replace a previously existing track. The effects on the open space character of the athletic fields will be minimal. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not believe that the proposed changes to the athletic fields on the site require review by the South Burlington Fire Department. Fire Chief Doug Brent has previously noted that the City of Burlington has jurisdiction for emergency response to the subject property. 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. An existing recreation path runs along the easterly property line. No new landscaping is proposed. The stormwater and utility plans, as depicted on the plans, appear compatible with stormwater management and utilities on adjacent properties. The applicant has indicated that no new lighting is proposed. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 2. Any newly installed 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). The project is consistent with the goals and objectives of the Comprehensive Plan. Sidewalks & Recreation Paths Section 15.13(M)(1) of the South Burlington Land Development Regulations requires sidewalks and/or recreation paths on both sides of arterial streets at locations to be determined by the Development Review Board. Staff notes that there is an existing recreation path along the easterly property boundary. CITY OF SOUTH BURLINGTON 5 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING &ZONING ldrb\subluvmlathleticfieldslsketch.sr .doc SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03 A 6 of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposal does not directly involve structures or parking facilities. Adequate pedestrian facilities and landscaping exist on the site. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposal does not directly involve parking facilities. 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. No buildings are proposed. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that utilities 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 proposal does not involve any buildings. 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. Staff feels that the proposed project meets this criterion. �V41�L tlic auuve eneral review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington 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 subject site is part of a larger site containing multiple university offices and facilities. The applicant is currently completing construction of an expanded parking facility on the subject parcel. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc 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. Staff has already noted that utilities 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). No solid waste facilities are shown. Staff notes that dumpster-sized solid waste containers are not necessary for the proposed athletic track. Parking The proposal does not directly involve parking facilities. Staff has already indicated that the current parking lots and garages will be adequate to support the proposed track. While the South Burlington Land Development Regulations do not require bicycle racks for such uses, staff respectfully suggests that the plans include a bicycle rack. The proposed track is adjacent to an existing bike path and the nature of the use of the track would warrant such an item. Landscaping Pursuant to Section 13.06(A) of the South Burlington Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review, and street tree plantings shall be required for all public streets in a PUD. Section 13.06(C) of the South Burlington Land Development Regulations requires landscaping and/or screening whenever two adjacent uses are dissimilar. Furthermore, Section 13.06(C)(3) of the South Burlington Land Development Regulations requires landscaping to be designed to minimize erosion and stormwater runoff. No new landscaping is proposed; however, the plans show an established line of street trees along the easterly property line. The Development Review Board will need to determine whether existing landscaping at the site is sufficient to provide the required screening. RECOMMENDATION Staff recommends that the applicant address the numbered items above before submitting a preliminary plat application. Respectfully submitted, Cathy nn LaRose, Associate Planner Copy to: Linda Seavey, Director of Campus Planning Services BURLING TON t + A d 51 * r : rr...-•.• { { ,� . �+ PROECT SITE \�r yyy AEA . r 7 \ SOILS MAP 0 500' 1000' 200 N SCALE 1' - low () SCALE: 1" = 1000' SOILS N PROJECT VICINITY. SOIL INFORMATION PROVIDED BY THE UNITED STATES Cv = WANGTON SILTY CLAY, 0-21 SLOPES DEPARTMENT OF ACRCULTURE-SOIL CONSERVATION FaC = FARMINGTON EKIREMELY ROCKY LOW 5-20% SLOPES SERVICE FOR CHITIFDDEN COUNTY. VERMONT. VeB VERCE]S1ES CLAY, 2-6% SLOPES GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR STALL TAKE TES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED -UP AS -BUILT PLANS FOR ALL UTILITIES SHOWING TES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT PLANS SHALL BE RENEWED BY THE OWNER AND HS REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED. 2, UNDERGROUND UTILITIES ARE SHOWN FROM FIELD LOCATION IF POSSIBLE OTHERS ARE SHOWN FROM RECORD DATA THOR EXACT LOCATION MAY DIFFER FROM THAT AS SHOWN, AND OTHERS MAY DATA. 3. THE PUNS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE-GROI9O STRUCTURES AND/OR U TIUBE5 BELIEVED TO DST N THE WORKING AREA EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS MUTED. N PARTICULAR THE CONTRACTOR S WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES N THE AREA MAY BE SHOWN OR MAY Nm BE SHOWN: AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. CALL DIG SAFE 48 HOURS PRIOR TO MGM, DRILLING OR BLASTING. 4. THE ENCNEFR SHALL BE NOTIFIED N WRUNG OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS THE CONTRACTOR'S WORK SHALL No[ VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL FROM THE ENGINEER. 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DIIRRIG THE PERFORMANCE OF THIS CONTRACT. 6. THE CONTRACTOR SHAL RESTORE WINS. DRIVEWAYS, CULVERTS. SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS BED E DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQURED PERMITS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST O ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. 9. THE CONTRACTOR WILL PROTECT EXSTNG PROPERTY LINE MOAIMENTATION. ANY HONUMENTATI N DMINED OR DESTROYED, AS JUDGED BY THE ENGNEER OR OWNER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION O A VERMONF STATE LICENSED LAND SURVEYOR. 10. R S THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY TEST PITS AS MAY WE BECUIRED TO DETEWINE UNDERGROUND CONDITIONS. 12. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE N ACCORDANCE WITH THE LATEST OSHA REGULATIONS FOR CONSTRUCTION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVIAIERING AND THE MAINTENANCE OF SURFACE DRAINAGE WRING THE COURSE OF WORK. 14. ALL UTILITY WORK INVOLVING CDNNECIDMS 70 EXISTING SYSTEMS SHALL BE COORDINATED WITH THE ENGINEER AND THE UTILITY MOt NOTIFY THE ENGINEER AND THE UTILITY OWNER 24 HORS BEFORE EACH AND EVERT CONNECTION TO EXISTING SYSTEMS S MADE. 15. MAINTAIN FLOW FOR ALL EXISTING UTNIIES, 16. BEFORE CONSTRUCTING LINES TO CONNECT TD EXSONG UTILITIES, VERIFY DKSTING UILIIY WORTS AND NOTIFY ENGINEER R ANY VARLATKN FROM THE PLANS S REQUIRED. 17. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS LN ESS NOTED OTHERWISE ON THE DRAWINGS 18. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE. LEGEND � I r ;tom ,t South �+ L '... Burllnrlt;I6 'tr. 1 ,A i 1� 1 .^ OVERALL SITE LOCATION '� 2000400 N APPROXIMATE SCALE 1' = 2000• SCALE: 1" = 2000' MAP IFOIMA1101 FROM TIE UNITED STATES DEPARTMENT OF TIE n BURUNrON QUADRANGLE INTERIOR GEOLOGICAL SUM. VERNONT-CHITIEHDEN CO. BURLINGTON� TAPPED, EDITED AND PUBLISHED THE ICELL SURVEY. TOPOGRAPHY BY PHIOTOGRAIMEIRIC METHODSN00S FROMFROM AERIALWvaAaMX �� I PHOTOGRAPHS TAKEN 1947, FIELD CHECKED 1948. PHOTOREVSED 1987 CONTOUR INTERVAL 20' NATIONAL GEODETIC VERTICAL DATUM OF 1929 EXISTING FEATURES PROPOSED FEATURES EXISTING FEATURES PROPOSED FEATURES SURVEY POINT FENCE. _ _ =� BOUNDRY PIN — — PROPERTY LINE — — ® MANHOLE 9 - — — RIGHT-OF-WAY LINE o C/o CLEAN OUT p C/O ---_ CONTOUR 100 ■ CATCH BASIN • SWAIE • ' ' ' — _ — CULVERT SEnm O STORM MANHOLE ® SILT FENCE SI, m FLARED END SECTION m SA TIARA SEWER LINE S pd ® WATER VALVE pd .. STORM LINE ST YY HYDRANT WATER LINE V UNDERGROUND ELECTRIC UE WATER SHUT OFF P UBUTY LINE 1II ® WELL ® I -- UNDERGROUND TELEPHONE UT } L1CH POE XX G -- UNDERGROUND GAS LINE G C UTILITY POWER POE `d U➢ - UNDER BRAN —LID n UTILITY POLE rYY'Y YW' EDGE O WOODS LEDGE PROBE 1 a ...... x> m�.rx...�.. STONE WALL I ...,... SPOT ELEVATION +100S -..-_-. EDGE OF PAVEMENT/CONCRETE TREE DRAWING LIST COA COVER SHEET CID EXSOD CDNDITIDNS AND OVERVIEW PUN C.1 PROPOSED LAYOUT PLAN C1.2 PROPOSED GRADING AND UTILITY PUN RECEIVED JUL 11 ";35 City of So. Burlington STANDARD ABBREVIATIONS EXISTING EX MONITORING WELL MAN TYPICAL TYP EDGE Of PAVE" EDP MINIMUM MIN HIGH DENSITY POLYETHYLENE HOPE MAXIMUM MAX REINFORCED CONCRETE PIPE RCP CATCH BASIN CB CORROGATED METAL PIPE CMP FIELD INLET FI POLYVINYL CHLORIDE PVC HEADWALL HW DUCTILE ION DI STORM MANHOLE DMH CAST ION Cl INVERT INV RADU6 R= ELEVATION ELEV LENGTH L= SINRAR( SAN CENTERLINE (:- SANITARY MANHOLE E SMH TEST PR TP CLEAN OUT C/O PERC TEST PT DISTRIBUTION BOX D-BOX VERIFY IN FIELD VIE SEPTIC TANK ST ELECTRIC EIEC HYDRANT HYD HOT TO SANE NTS WATER VALVE WV SLOPE S-- FOR PERMIT REVIEW ONLY JULY 12, 2005 G O S S E N S B A C H M A N AR C H I T E CT S 85 Oren le Shed Lane M 01 1pe". Vermont 05 B02 P 802.229 1664 F 802 22iL 4822 ENGINEERING VENTURES INC 2M/ Fb=A. 6Wb2A,9WA%bk VTN4N .1. 802.963.6225 fax 802.863.6306 NW—"VatuYaoam OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax: 802-656.8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Jeb Number: Flle Name. 04210 Base dwg Scale: As Not.d Dal.: May 2005 COVER SHEET Cool I III IIII 1 1 .4126- I1lvlll .419.E III II I A I I//I I I 11 0 '--p_�--- 111111111 I I ` , / I l l I; 11 �_o _`• III{�II I I III I II II II I I 1 -_ - o a z / I 1I ,02 IIII I I 11 1�. / 11 I 1 I 401_ - / 29 4629 GRASS 111 11 I I I I I I 1 �� GRASS .4124 403.1 .402.6 I I I MN a-408' - - _� _ .128 I 1 11 1 \V .40 -- c=" '" .� .412.7 i I \_. ``RIPRAP'SWN i.: }33 lit -- //-413, ttP. 12 AID a" I 1 111\ 1„ W _ 3967 3965 - 11 \ l 4112-_.I Y .409.211111 \\ \ ._--- _ .... .. // \ 1 \ I I �+ y 1 / Ill \ - 401.7 / / / .39RED 7,5 PERYTURF ATHLERC °' e IIII _. - I 7 _ p M7TH CONCRETEEDGE. j •I a. / - at / f_-....� .40tq II � .37.9 � IEI /(_ A 1 0 I / 1 .396�8 I .396.8 1 .4025 MN Ex. cq/1. '`/ I I / l I I y .498.'i 1\\ GRASS -5979 ,397.6 \ �rNY MIA .a027 I " _ I 1 1� 1 W. 88 7 " M - ASPHALT 1 I 1 / 1 394' To� _r ppVIS R .402.8 .4024I ASPHALT, 1 I __.. -. 4026 / y1 G I 0E• .4017 .4019_ i 1 \ .3968 �, .397.3 \ \V 2 II I \ ■9 .398.7 / .3 7 3 \ 395. ,II _.. .4013-IAV // .397.6 .396.5 „401. III I I It III I I .595.E 1 / .397.6 \ I I 6 _�p .401.E _- -_ � I I I I 4 *2 I .396.4 f/ ( loop 95 III I I1 I V A c ,397.4 ar Ex, 39a 01I I SOCCER FIELD01M INV. 391.0 t\ EX CB lV. 391 3.0 \ l r Z RI:ATED SOFIBNl EWI / J 25 w slt Vermont 398 4 4" Pane1l 4 "Buell 1 Trgctn Vol. 148,'Pg.,/?48 i ' ; E3u�liMgton Land Recorgs N I r I \ � -' -.3821 /// / \ \ 1 I / I / 1 1 ( / SOFTBALL I 1 ,381.9 3 7 /l // 1 I ! A / OLNSE TREES i �" GRAS F .395,2 r PROJECT UYR- I I EXISTING 25' WIDE.�� k I BIKE PATH FASEYEKT � 1 L 4DI 41 4008 .398.2 II / /1a / // �/A14001 /` / DENSE `^....n..,.,,ti,,. �.- _ - _ - - - -. =--scr 5 I / a0� o - 1 _ Burli c . - ,aoDP BURUNGTON ZOt� K NOTES: a,D � loft \I 96.3 ,. OWNER : UNIVERSITY OF VERIgNT .403.3 40 ' I\ 1I .401.4 �� ap�tt, •\ ,\ r / \ 4028 2. ZONE UNIVERSITY CAMPUS - UC Y \ l ,401.2 \ " \ ,,��� / \ \ ^".' \\I Rim NG TO BE REM ED IX611NG \ , \40j SAND 3. AREA OF CONTIGUOUS 9VM LAND IN BURLINGTON SEE SOUTH BURLINGTON ZONING NOTE 3 r� 4. AREA OF PROPOSED TRACK IN BURLINGTON: 63,850 SF `. \ `...4028"M I .4013 / /EREEN A,00 I A;IRO'URE FILI.0 I uL PROPOSED STORMWATER I I II I ii .' ■ d '•'� 1640 ii 120.: :.. J It] 3 2005 . of So. i 1 I/ ill'I� (I� fik r i 1► I r Wa s • ��1 I O►®1, rt�� maz IMININ-0 it Country Club I I nc./ tP OF BURLINGTON ICITY 0 SOUTH BUIRLINGTON 1. OWNER. UNIVERSITY OF VERMONT 2ZONE INSTITUTIONAL AND AGRICULTURAL - A 3. AREA OF CONTIGUOUS UVM LAND IN SOUTH BURLINGTON: 4. AREA Of PROPOSED TRACK IN SOUTH BURLINGTON: 14,930 It N GRAPHIC SCALE FOR PERMIT REVIEW ONLY E 1N FEET > JULY 12, 2005 T Inch = 50 ft. G O S S E N S B A C H M A N AR CHIT ECTS 86 Bran l to Shed Lana V. P.l I." Varm ont 05802 P 802. 229. 1664 F W2 220. 4822 ENGINEERING VENTURES INC 279R,. A- %%2A, I I VT OW I Oel. 802.863.6225 f-. 802 863.6306 8vpmir4VUNa.00m OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel: 802-656-3208 Fax: 802-656-8895 PROJECT UVM Track Improvements 147 Spear Street Burlington, Vermont R.W.1-. Job Number: 04210 File Name: B-.dry Swle: 1" =1. Dale: May 7, 2004 EXISTING CONDITIONS AND OVERVIEW PLAN Cleo N University of Vermont Parcel 4 - "Buell 1921 Tract" Vol. 148, Pg. 248 , Burlington Land Records D HOUSE -- �� 1 5 6 1 �I 1 001 r0 — — h DAMS RbAD I,• M lLo h4U 611 0002 f? 1 I�_- ---- GRASS — — 1 G O S S E N S B A C H M A N ® 1 ARCHITE CT S I _ _ I', — _ �•— 85 Grande Shed Lone Montpelier Vermont 05502 i ' P 802,229 1554 F 502. 229. 4822 R E C E I E f ENGINEENG VENTURIRES INC '1 J U L 13 20 5 2Nn.N�rr2w wr�vre« 1------- ' 1 CIf e#�cr BU—di 1 x 1 -� 188 OWNER IM PNE_- A�� 1 The University l _- � D� Of Vermont 109 Sggottomn Prospect Street Tel::802.656-3208 Vermont 05405 Fax802-656-8895 1 1 , A L�.r 06 PROJECT 1 Stwrw rox •,' II P 1 �,1'. 1 1 1 30Ds UVM 1 � "�� �Cf," _ _ Track 1 �+ 2s35I "O 1 —rf 147 Spear Street M I Burlington, Vermont 1 D i 64 0 � 00220 x I I 11 ,• HCH aw, uVc • ll + _ 'S NO WOMM LONG SAW Dacus PAD ND — - 10 s MDM orr uK + Nn 1RRE JUF xu,lxrs No wrs I Ma Vial row TOPPER s�CON PO no � 1 , � � : 1 16 4 (J t ND Mb6CNFfM I,fi, Jllli PID NiFA I �NL�IL 615 RO. w_ 1 _ Revioiono: ND /APROALII 0401ELIN 1 lim ND + I g woos rlaac RELOCATED - iffiem MAMMY 1 1 1 SOFTBALL L J e IAME 1RAa 1 ' -----, v FIELD >b 5Dar RUNAAK WOND s DM 1 1 — — _ _ _ JobNumbe 1 I�1 -�W PAD Fib Name'. 1 1 1 4' HIM DM LINK Scele. �I ° �PCMa1c Data FoalsElam 2V ME — aa Am 140M — — —__— _ — — _ ---— 042, 0.0 Beae.dep 1-50. May 2005 1 — _- - CITY OF BURLINGTON CITY 0, SOUTH BURLINGTON 1 - PROPOSED PR= LW�` ..--- Burlington Country Club Inc. '.1 —I - LAYOUT Vft ► rr1 PLAN &fMO SEM NO SPEWATd6 151H PRFSS BDY I N GRAPHIC SCALE FOR PERMIT 1 • REVIEW ONLY t IN FEET > JULY 12, 2005C 1 I Inch - 50 It STORM STRUCTURE SCHEDULE: UTILITY NOTES: ONEW 1' ID STORM CB ® NEW SLOT DRAM CB NEW SLOT DRAM CB I. IIFORWTION RECJRDNG THE LOCATION O EYJSTNG 11NDERGROUND UIl1TES 6 A COMPILATION STt NEW 6' D STORY CB 1 RN - 396D• RM - 396.0' OF THAT FOUND IN THE FIELD AND THAT SHOWN ON PREVIOUS PLANS, AND SHALL NOT BE PoY = 393.Y Sty RN - �.6' 6" PVC OUT - 394.1Y COISDERED AN AS -BOLT PLAN. CONTRACTOR SHALL SE RESPONSIBLE FOR FIELD YEPoFYNG (W) 3O" HOPE M (FROM SQ) - 389.6 (W) 6" P.0 N (FROM SOF L) - 3921' 6" PVC OUT = 394.1Y BOTTOM OF BASH = 394.08' URIfY LOCATIONS PRIOR TO COMMENCING WORK. NOTIFY ENGINEER OF ANY DISCREPANCY (5) 12• PrC N (FROM 518-5T74)-389.6' (E) 15• HOPE OUT (TO ST4) = 392.7' CONNECT OUTLET ro 130 DB' PPE CONNECT OUTLET TO 12" PVC PPE PEIYIEPN UTILITIES AS SHOWN AND AS FOUID. CONTRACTOR SNAIL NOTIFY DDSNE PRIOR TO (N) 30' HOPE OUT (ST15) - 389.5' SUMP - 391.Y ANY DXCAVATDN. SUMP = 388.5' DISCHARGING TO SIT AT 39190 DSDNRGRC TO SOL AT 390.40' 516 NPYI 4' ID S10PoM CB 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 11E DESIGN AND INSTAIUIDN OF THE WRIER NEW 6' D STORY CB O RIM - 305.65' NEW SLOT DARN CB Woe D CB CVNON IRPoGATION S15TF11. THE FOLLO WD DRYS• INCH ARE SHOWN ON INS DRAWING, ARE OPoY = 395.38' (N) 12- HOPE OUT (TO STIG) - 39165' RN - 396.D' RN - 392AY ASSUME➢ TO BE PART O 7H5 SYSTEM AND FALL UNDER 1HE OESIO! OF 1K SYSTEM: THE 6" (� 24" HOPE N (FROM ST3) - 39D.10' SUP = 392.65' 6" TALC OUT - 394.1Y (N) 30• HOPE N (FROM ST1) - 3B7.58' WATER IMAM LOOPING AROUND THE FIELD. THE WATER CANNON CHAMBERS WITH WATER CANNONS (S) 12• FNC N (FROM ST13-SI9) - 390.10' NEW �T DPNN CB BOTTOM OF BASIN - 304.08' (♦) 30" HDPE OUT (TO OR. POND) - 387.50' (6 LDGTONS, 4 CORNERS AND 2 MID -FIELD POINTS) AND EMERGENCY MFTURED SHUTOFF OPTION O CONNECT OUTLET TO 10' PVC PPE BOTTOM OF BASIN - 386.50' AS MIANUFACIUROC ED BY LOGIC MAIM INC. (WWW.LDRRWNTDN.COM), BOOSTER PUMP (E) 30 HOPE OUT (TO ST1) = 390.00' RN - 396.0' WCHNRGING TO ST2 AT 391.2 CHAMBER WITH BOOSTER MAP, CONTROLS AND DOUBLE CFEDK VALVE. ITEMS THAT ARE NOT SUMP - 389,00' (W) 6" pvc OUT (TO ST16) = 394.17' NEW 4IO CB SHOWN ON THIS DRAWING, BUT MAY BE NCLIIDED N THE SYSTEM ARE: AR COMPRESSOR. O NEW 5' ID STORY CB BOTTOM OF BASH = 394.08' NEW SLOT DRAM CB � RN - 395,65' COMPRESSED AIR LINE LOOPING THE FILED AND CONECNNG TO EACH CHAMBER. VALVE PITS FOR . 395.E CONVECT DUVET TO 6" PVC PPE RN = 396.0' (S) tY HOPE M (FROM ST6) - 393.20' POOR WATER CANNON W Al 7NMF CHAMBERDESIGN ACONTROL UMLS�. To THE PRS. CONTACT LOGIC IRRIGATION (W)RIM 24" HOPE N (FROM ST4) = 391.00' DSCIARCINC TO ST16 AT 393.45 6" PVC OUT . 394,17' (1) 1Y HOPE IN (FROM SF7) - 393.20' (E) 24" HDPE OUT (TO S12) - 390.90' BOTTOM OF BASIN - 394D8' (N) 12" HOPE OUT 00 ST17) = 393.10' 3. DEPODNG ON EK511NG LEDGE CONOODNS. THE 18' PROFITED PERIETER DRAIN AND SUMP - 3B910' ST6 NEW SLOT DRAW CB CONNECT OUTLET TO 10• PVC PIPE SUMP - 392AO' RN - 306.0' DISCHARGING TO STl AT 391.10 BET NETION TRElCHFS MAY NEED ro BE RASED IN ELEVATION. AND/OR SOME LODGE WITHREMOVALENGINEER W 5<4 NEW 5' D STORM CB 6" PYC our- 394.17' INCREASE LINE SIZE TO 12' AT JLNCIION ® NEW 4' ID CB P6 ION OF STORM TO MANHOLEDETERMWS LEDGE LET STRUCTURE. AND COOIONATE WITH EN(9NEER I PRIOR TO FABRICATION OF STORY YANHIOLES AND OUTLET SOI1C11BE. ION - 395.0 CONNECT OUTLET TO 10" WC, PPE RN - 395.65' (W) 15' MORE N (FROM ST5) - 391.90' DSCINRGNG TO Sri Al 392.75 NEW SLOT DRAM CB (5) 12" HOPE IN (FROM SIT 6) - 392.60' 4. DEPENDING ON D%SONG LEDGE CONDITLONS, THE CONTRACTOR MAY R9gME ALL SOIL TO (SW) 12- MOPE N (FROM S117) - 191.9' PoY - 3%.0' (E) 12- HDPE OUT (TO ST4) - 392.5D' LEDGE AND REPLACE WITH STONE OR STRUCUTRAL FEE PER EARTHWORK SPUMTIOHS OR (E) 24' HOPE OUT 00 S13) - 39110' O NEW SLOT DRAIN CB 6" PVC OUT - 394.17' SUMP - 391.50' INSTALL UNDER DRAWS AS SHOWN N DETAIL C2.3/7. COORDINATE WITH tWM1IEEt PRIOR TO SUMP - 39DA0' PoY - 396.6 BOTTOM OF BASH - 394.08' START OF EARNNORK. 6' PVC OUT - 394.17' CONNECT OUTLET TO 131 PVC PPE ®j NEW ID CB BOTTOM or BASIN; 394.08' OSONRIJD ro ST2 AT 390..15 FUN - 394.5' s. ALL WATER SERVICE CONECWNS SHALL BE SELF DRAINING. CONNECT OUT to" PVC PIPE INCREASE LINE SIZE TO 12• AT .INCTION (N) IS" HOPE OUT RD EX CB) - ]B23' DISCHARGING TO SR AT 392.0 SUMP 391 5' ` Ltd 1. \ 1 `i 1 1\ .413.2 2 �" ') I l 1 o --s-< ` W ,395 I I 1 1 \ 11 12. _ 1 / /// / r I!+.S'J." r - e� .596 7 1 1 +' W 9630 I I 396.5 f I \ \p \ \ f 1 .79 .39A.: \ \ 1 IIta .397.2 \I .396.6 1 II II�( £ I .401 .4025 GRASS .397.9 402 of _ .. -IM 7 .4019- , _ d .4015 _ 7�_ __ III I q 1976 -' .401.2_-.- b I I O'IA2 rII BNE PATH EASEMENT. 4 i ' 594.0LI .400 1 4.."" ram".'^" I Cv,-i 391 0'i\ RASS I I Vermaif #arcel 4'� "$uell ' 1 ;4irgct Vol. 148, Pg.,1248,- , tirlih, tpn Lapp �eFor4s �JJ .395.2 / ! I / / /F t I *or4 too t l,•P 1, / l / '� %--` I. II /// ll/✓ ,I //,�\l .3981 /A14001- l/.404, .4038 .403.3 4 I 1 .401.4 A r0 N GRAPHIC SCALE ( IN FEET ) I iech = 50 it FOR PERMIT REVIEW ONLY JULY 12, 2005 M RECEIVED J U L 13 2Q""j- City of So. Burlington A G O S S E N S B A C H M A N ARCHITECTS 85 Granite Shed Lene Montpelier, Vermont 05002 P 802.221). 16M F 802. 220. 4= ENGINEERING VENTURES INC 201P%Pa Are♦ 8We LA BeIgWa VTOW] wL 802.863.6225 9a 802.863.6306 IbWisviWVardw.aae OWNER The University Of Vermont 109 South Prospect Street Burlinggton, Vermont 05405 Tel: 802-656-3208 Fax:802-656.8895 PROJECT UVM Track 147 Spear Street Burlington, Vermont Rewerore: Job Number: 04210.0 File Name: B-,dr g Scale: - 1'=50' May 2005 (PROPOSED GRADING AND UTILITY PLAN C102 The LTNNERSITY O✓ VERMONT CAMPUS PLANNING SERVICES To: Raymond J. Belair, Administrative Officer South Burlington Planning & Zoning Department 575 Dorset Street South Burlington, VT 05403 June 15, 2005 Re. University of Vermont Athletic Track Project 147 Spear Street Dear Ray, The University of Vermont is submitting an "Application for Subdivision Sketch Plan Review" to replace the athletic track in the Archie Post Field on the Athletic Campus. This project is located in both the cities of South Burlington and Burlington. As a Planned Unit Development (PUD), the University has interpreted the subdivision boundaries to be UVM owned contiguous lands. The subdivision boundaries are bounded by Burlington Country Club to the south, Spear Street to the east, UVM owned property in Burlington to the west, and Main Street to the north. The description of the project is as follows: Protect Description: The University of Vermont is proposing to replace the partially demolished existing athletic track in the Archie Post Field Complex, located south of the Gutterson Field House on the UVM Athletics Campus. The previous track surface was severely worn and was no longer an adequate surface for recreational or intercollegiate use. The improved track will meet NCAA specifications and will ensure that UVM athletes are no longer at a disadvantage while training and racing against conference and regional competitors. Currently there is no acceptable outdoor track facility on campus and UVM Track athletes are required to travel to local high schools or Middlebury College to practice on an adequate surface. The improved track will also provide the campus with a much needed facility for recreational running and jogging. This is part of the University's long term plan to improve the Archie Post Field Complex. As you know, we have started to do this by constructing an artificial turf field which necessitated the dismantling of the existing running track. Now we are proposing to replace the old track with a new one which will include: ♦ An improved nine lane oval running track approximately 600 x 275 feet for a total of 78,780 s.f. of paved surface. Of this total, 12,640 s.f. or 16% will be within the City of South Burlington. The proposed field will be directly south of 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-1208, Fax (802) 656-8895 Equal OE,F, munit / Al tmimow I nlE>ko the turf field under construction, about 130' away from the center line of Spear Street. ♦ Inside the track there will be a steeplechase water pit, four long jump/triple jump pits with two runways, a shot put pad, a discus throwing pad and cage, two pole vault boxes with one runway and two javelin runways. There will be a small storage shed to the west of the northwest side "runoff' area. A hammer/discuss pad and cage will also be located outside of the track northwest of the proposed track. Of these, only the steeplechase and the shot put/discus throwing pad and cage will be located within the City of South Burlington. ♦ The track surface will be full pour polyurethane or Mondo (depending on funding; both are impervious surfaces) with a slot drain along the inside edge of the track. The track will be sloped from the outside to the inside towards the slot drain. The slot drain will collect stormwater from the impervious track surface, which will be directed to the proposed stormwater facility. ♦ A small storage shed, 30' x 32', to the west of the northwest "runoff" area. This will replace the existing shed which will be removed (not within South Burlington). ♦ Installation of bleachers on the north side of the track (facing south) that can accommodate up to 300 spectators (not within South Burlington). ♦ No new lighting for the track is planned. ♦ A new stormwater treatment facility in the Potash Watershed, located east of the new track near Spear St., completely within the City of South Burlington. This stormwater facility is designed to meet or exceed the 2002 State Stormwater Regulations, and will have capacity for all future development on the Archie Post Field Complex. ♦ A sediment analysis determined that the construction of the project will decrease the sediment discharge rates from the project area, compared to existing conditions. ♦ All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. As a result of this project we will also need to relocate the existing softball field from its present location to the southwest corner of the Archie Post Field. Existing dugouts will be replaced and new portable bleachers that can seat up to 300 spectators will be installed in back of home plate. The existing scoreboard will be replaced (all within the city of Burlington). Use: ♦ The track will be used daily for practice in the fall (September — November) and spring (March — May), similar to the past. At other times of the year, the track will be used for general recreation. We will host 3-5 meets per year which we did not do on the old track, at least not in the past several years. The average number of spectators for meets will be 250. We may use a portable public address system for meets. ♦ Use of the infield will be for campus recreation and intramurals which is similar to what has been happening in the space for the past several years. All activities will be held during the day. ♦ The softball field will continue to be used in the same manner and frequency as today. We may use a portable public address system for certain games. ♦ Both portable public address systems will be "aimed" at the bleacher areas. This will have them directed away from the surrounding neighborhoods. ♦ The baseball field and the track would not be used concurrently for events. Fencing: ♦ The fence between the recreation path and the track is to be four feet high. This fence will tie into the existing fence. ♦ A six to eight foot high fence will surround the softball field limits. ♦ A twenty one foot high "ball stopper" (a removable netting system with aluminum poles) will be installed at the south end of the (existing) practice soccer field to keep balls off the track. Utilities: ♦ Electric, water, and firefighting services will be provided by the City of Burlington. There will be minimal water and electrical needs. ♦ The University will provide primary police services and stormwater treatment. ♦ No sewer or gas services will be needed. There will be no increase in parking requirements. Construction: At present, half of the existing track has been demolished for the turf field (still under construction) and the other half is still on site; obviously unusable. The first part of this project will be to remove the rest of the existing track. The procedures recommended by the Vermont Handbook for Soil and Sediment Control on Construction Sites will be followed. Recommended procedures will be followed to control dust, minimize impact on neighbors, including the use of water or calcium chloride. The construction of the project will not generate smoke. All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. At completion the entire site will be stabilized with grass and other vegetation. We expect that some construction activity will begin late this summer or early fall and then the site will be capped for winter; construction should be completed the following spring in 2006. Lot Coverage: At present the lot coverage for the Athletic Campus in both cities is 36.67%. Upon completion of this project lot coverage will be 38.80%. Stormwater Treatment: In keeping with the objectives of the University Stormwater Master Plan, the Athletic Department is proposing Stormwater Best Management Practices to mitigate impacts from the proposed track. The Athletic Campus Master Plan project is unique in that it drains to three different waterways; Centennial, Engelsby and Potash. The Centennial watershed is generally on the northeast portion of the project; the Engelsby watershed is located to the westerly portion of the project and the Potash watershed is located in the southeast portion of the project. The project is constructing more than one acre of impervious surfaces and, therefore, is required to obtain a State Stormwater Permit. The Athletic Department is proposing to construct a new stormwater treatment facility in the Potash Watershed (see drawing C1.4). This stormwater facility is designed to meet or exceed the 2002 State Stormwater Regulations. This facility will have capacity for all future development on the Archie Post Field Complex. In addition to the above referenced stormwater facility, we have completed a sediment analysis comparing existing conditions. Sediment is one of the leading causes of impairment in urban watersheds. It was determined that the construction of the project will decrease the sediment discharge rates from the project area. Cost: The total cost of the project (located in both cities) is estimated to be $1,687,503. Sixteen percent of the project is located in Burlington for a cost of $ 270,000. Enclosed please find a check for an application fee of $125. Please let me know if you have any questions or need any further clarification to proceed to review this application. Sinc rely, Lani Ravin, Associate Planner Campus Planning Services Cc: Linda Seavey, Director of Campus Planning Services Attachments: Zoning Permit Application Site Plans — existing and proposed Orthophoto List of all Abutters and Mailing Addresses in South Burlington Check for $125 O• O U U NIt MF . tpi { t ; t1M.L1• �t { U � t tlert: �;tttEc , �i .. ��f Cti rftt�l-Itafc.EW' Lktf •1 ( IWl � �eFtttO{ fNiFCi a:. i - y VJ � � r At.,,. a� W ik PON 00 UJ rZ 4 x L,� i► ,, r tc�ryy.Ly F itipt FNYA pit^ LltltY ply;<o t� •vy f: I,�" �� Iwo:kilt., (10 W Z fl) Ito t _ City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 FAX (802)846-4101 Pcrmit Number SD C'�) 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 #) University of Vermont 109 South Prospect Street Burlington, VT 05405 , Tel: (802) 656-3208; (802) 656-8895 FAX 2) LOCATION OF LAST RECORDED DEED (Book and page #) Within this subdivision lot there are three records of deeds: ♦ Northern portion: Mary Fletcher Hospital Tract, 1891: o Volume 31, Page 168 in the City of Burlington — June 3, 1891 o Volume 3, Pages 165 — 166 in the City of South Burlington — June 23, 1891 ♦ Middle portion: Buell Tract, 1921: o Volume 74, Page 549 in the City of Burlington —July 6, 1921 ♦ Southern portion: Brownell Tract, 1923: o Volume 83, Page 570 in the City of Burlington — October 24, 1923 3) APPLICANT (Name, mailing address, phone and fax #) University of Vermont 109 South Prospect Street Burlington, VT 05405 Tel: (802) 656-3208; (802) 656-8895 FAX 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc) The athletic campus is University -owned land. 5) CONTACT PERSON (Name, mailing address, phone and fax #) Linda Seavey, UVM Director, Campus Planning Services (802) 656-3208 or Lani Ravin, Associate Planner, Campus Planning Services (802) 656-3217 109 South Prospect Street Burlington, VT 05405 Fax: (802) 656-8895 City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 /n/1 \ nA/ AAni (oUL) 04D-4 IUD FAX (802)846-4101 6) PROJECT STREET ADDRESS: 147 Spear Street 7) TAX PARCEL ID # (can be obtained at Assessor's Office): Number 1810-00000 N and Number 1810-00799 N 8) PROJECT DESCRIPTION: Please see project description in cover letter to Ray Belair. a) Existing Uses on Property (including description and size of each separate use) Existing fields are used for UVM physical education and athletic training programs, team practice and competitions, general recreational and intramural activity and community events. The turf field is under construction and the existing track has been partially dismantled. The soccer and softball fields are currently in use. b) Proposed Uses on property (include description and size of each new use and existing uses to remain): The (partially) existing athletic track will be replaced by an improved 600' x 275' track that will meet NCAA specifications. The proposed uses will be the same as for the previously existing track in addition to 3-5 meets per year. The average number of spectators for meets will be 250. We may use a portable public address system for meets. As a result of the track replacement we will also need to relocate the existing softball field from its present location to the southwest corner of the Archie Post Field, within the City of Burlington. A new stormwater treatment facility will be constructed, within the Potash Watershed, east of the new turf field, within South Burlington. This is designed to meet or exceed the 2002 State Stormwater Regulations, and will have capacity for all future development on the Archie Post Field Complex. c) Total building square footage on property (proposed buildings and existing buildings to remain) There will be no new building within the City of South Burlington. 12,640 square feet of the track (16% of total) will be located in the City of South Burlington. d) Proposed height of building (if applicable): Not Applicable. e) Number of residential units (if applicable, new units and existing units to remain): Not Applicable. f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): All utilities and public services such as electric, water, stormwater treatment, fire and police services will be provided by the City of Burlington and the University. All electric and water lines will be underground. No additional parking is required or provided for this project. City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802) 846-4 106 FAX (802)846-4101 9) LOT COVERAGE While the subdivision boundaries for the purposes of this application are all contiguously owned University lands, we have traditionally calculated the lot coverage for the athletic facilities according to the boundaries of "Athletic District" i.e. the Patrick-Forbush-Gutterson building complex, the sports fields to the west and south of the building complex, and the Gutterson Garage and parking lot to the east of the buildings. The Athletic District is located mostly in Burlington but also includes a narrow strip to the east that is within South Burlington. The following lot coverages for the Athletic District are: a) Building: Existing 18.85 % Proposed No Chen-,e % b) Overall (building, parking, outside storage, etc) Existing 36.67% Proposed 38.80% c) Front yard (along each street) Existing _% Proposed % No change, however the stormwater pond will be located within this strip, alongside Spear St. 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) There is a license agreement with the City of South Burlington for the recreation path. No changes are proposed. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) No changes are proposed. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet.) See separate attached sheet. 13) ESTIMATED PROJECT COMPLETION DATE: Sprint; 2006 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 $125. 4 J City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 FAX (802)846-4101 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. LW 11YJA SIGN UR O WPLICANT Wd�A SIGNATURE OF PROiiff6ry OWNER (); Do not write below this line , 6 DATE OF SUBMISSION: I I I I have reviewed this sketch plan application and find it to be: Complete ❑ Incomplete FLA,jy— i p� ldi L Director P or De ignee Date 4 TRANSMITTAL UNIVERSITY OF VERMONT Campus Planning Services Linda Seavey, Director 109 South Prospect Street Burlington, VT 05405-0016 (802) 656-3208 (802) 656-8895 FAX E-Mail: linda.seavey@uvm.edu TO: City of South Burlington Planning and Zoning RE: UVM Athletic Track project WE ARE SENDING YOU: # Fa es Dated Uescri tion 1 set 1 set plans dated 7/12/05 11x17 5 set 5 full size set plans dated 7/12/05 THESE ARE TRANSMITTED: ❑ For your approval ❑ For review and comment ❑ Per your request ✓ For your use/ ❑ For return REMARKS DATE: July 13, 2005 Attached please find updated site plans for the UVM Athletic Track project. Please destroy plans sent to your office previously. These plans reflect slight changes in the project that can be outlined as follows: The track has been moved easterly by approximately 30 feet. The total of 78,780 square feet of impervious surface has not changed. However, with these new plans, 63,850 square feet (81 % of impervious surface) is now located within the City of Burlington and 14,930 square feet (19%of impervious surface) is now located in the City of South Burlington. The placement of the stormwater pond has moved slightly as well. The �nE�►� UNIVERSITY O/ VERMONT CAMPUS PLANNING SERVICES To: Raymond J. Belair, Administrative Officer South Burlington Planning & Zoning Department 575 Dorset Street South Burlington, VT 05403 June 15, 2005 Re: University of Vermont Athletic Track Project, 147 Spear Street Dear Ray, The University of Vermont is submitting an "Application for Subdivision Sketch Plan Review" to replace the athletic track in the Archie Post Field on the Athletic Campus. This project is located in both the cities of South Burlington and Burlington. As a Planned Unit Development (PUD), the University has interpreted the subdivision boundaries to be UVM owned contiguous lands. The subdivision boundaries are bounded by Burlington Country Club to the south, Spear Street to the east, UVM owned property in Burlington to the west, and Main Street to the north. The description of the project is as follows: Project Description: The University of Vermont is proposing to replace the partially demolished existing athletic track in the Archie Post Field Complex, located south of the Gutterson Field House on the UVM Athletics Campus. The previous track surface was severely worn and was no longer an adequate surface for recreational or intercollegiate use. The improved track will meet NCAA specifications and will ensure that UVM athletes are no longer at a disadvantage while training and racing against conference and regional competitors. Currently there is no acceptable outdoor track facility on campus and UVM Track athletes are required to travel to local high schools or Middlebury College to practice on an adequate surface. The improved track will also provide the campus with a much needed facility for recreational running and jogging. This is part of the University's long term plan to improve the Archie Post Field Complex. As you know, we have started to do this by constructing an artificial turf field which necessitated the dismantling of the existing running track. Now we are proposing to replace the old track with a new one which will include: An improved nine lane oval running track approximately 600 x 275 feet for a total of 78,780 s.f. of paved surface. Of this total, 12,640 s.f. or 16% will be within the City of South Burlington. The proposed field will be directly south of 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3►208, Fax (802) 656-8895 the turf field under construction, about 130' away from the center line of Spear Street. ♦ Inside the track there will be a steeplechase water pit, four long jump/triple jump pits with two runways, a shot put pad, a discus throwing pad and cage, two pole vault boxes with one runway and two javelin runways. There will be a small storage shed to the west of the northwest side "runoff' area. A hammer/discuss pad and cage will also be located outside of the track northwest of the proposed track. Of these, only the steeplechase and the shot put/discus throwing pad and cage will be located within the City of South Burlington. ♦ The track surface will be full pour polyurethane or Mondo (depending on funding; both are impervious surfaces) with a slot drain along the inside edge of the track. The track will be sloped from the outside to the inside towards the slot drain. The slot drain will collect stormwater from the impervious track surface, which will be directed to the proposed stormwater facility. ♦ A small storage shed, 30' x 32', to the west of the northwest "runoff' area. This will replace the existing shed which will be removed (not within South Burlington). ♦ Installation of bleachers on the north side of the track (facing south) that can accommodate up to 300 spectators (not within South Burlington). ♦ No new lighting for the track is planned. ♦ A new stormwater treatment facility in the Potash Watershed, located east of the new track near Spear St., completely within the City of South Burlington. This stormwater facility is designed to meet or exceed the 2002 State Stormwater Regulations, and will have capacity for all future development on the Archie Post Field Complex. ♦ A sediment analysis determined that the construction of the project will decrease the sediment discharge rates from the project area, compared to existing conditions. ♦ All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. As a result of this project we will also need to relocate the existing softball field from its present location to the southwest corner of the Archie Post Field. Existing dugouts will be replaced and new portable bleachers that can seat up to 300 spectators will be installed in back of home plate. The existing scoreboard will be replaced (all within the city of Burlington). 2 Use: ♦ The track will be used daily for practice in the fall (September — November) and spring (March — May), similar to the past. At other times of the year, the track will be used for general recreation. We will host 3-5 meets per year which we did not do on the old track, at least not in the past several years. The average number of spectators for meets will be 250. We may use a portable public address system for meets. ♦ Use of the infield will be for campus recreation and intramurals which is similar to what has been happening in the space for the past several years. All activities will be held during the day. ♦ The softball field will continue to be used in the same manner and frequency as today. We may use a portable public address system for certain games. ♦ Both portable public address systems will be "aimed" at the bleacher areas. This will have them directed away from the surrounding neighborhoods. ♦ The baseball field and the track would not be used concurrently for events. Fencing: ♦ The fence between the recreation path and the track is to be four feet high. This fence will tie into the existing fence. ♦ A six to eight foot high fence will surround the softball field limits. ♦ A twenty one foot high "ball stopper" (a removable netting system with aluminum poles) will be installed at the south end of the (existing) practice soccer field to keep balls off the track. Utilities: ♦ Electric, water, and firefighting services will be provided by the City of Burlington. There will be minimal water and electrical needs. ♦ The University will provide primary police services and stormwater treatment. ♦ No sewer or gas services will be needed. There will be no increase in parking requirements. Construction: At present, half of the existing track has been demolished for the turf field (still under construction) and the other half is still on site; obviously unusable. The first part of this project will be to remove the rest of the existing track. The procedures recommended by the Vermont Handbook for Soil and Sediment Control on Construction Sites will be followed. Recommended procedures will be followed to control dust, minimize impact on neighbors, including the use of water or calcium chloride. The construction of the project will not generate smoke. All recommended procedures to prevent erosion during construction will be followed, including the University's Erosion Prevention and Sediment Control Policy. At completion the entire site will be stabilized with grass and other vegetation. We expect that some construction activity will begin late this summer or early fall and then the site will be capped for winter; construction should be completed the following spring in 2006. Lot Coverage: At present the lot coverage for the Athletic Campus in both cities is 36.67%. Upon completion of this project lot coverage will be 38.80%. Stormwater Treatment: In keeping with the objectives of the University Stormwater Master Plan, the Athletic Department is proposing Stormwater Best Management Practices to mitigate impacts from the proposed track. The Athletic Campus Master Plan project is unique in that it drains to three different waterways; Centennial, Engelsby and Potash. The Centennial watershed is generally on the northeast portion of the project; the Engelsby watershed is located to the westerly portion of the project and the Potash watershed is located in the southeast portion of the project. The project is constructing more than one acre of impervious surfaces and, therefore, is required to obtain a State Stormwater Permit. The Athletic Department is proposing to construct a new stormwater treatment facility in the Potash Watershed (see drawing C1.4). This stormwater facility is designed to meet or exceed the 2002 State Stormwater Regulations. This facility will have capacity for all future development on the Archie Post Field Complex. In addition to the above referenced stormwater facility, we have completed a sediment analysis comparing existing conditions. Sediment is one of the leading causes of impairment in urban watersheds. It was determined that the construction of the project will decrease the sediment discharge rates from the project area. Cost: The total cost of the project (located in both cities) is estimated to be $1,687,503. Sixteen percent of the project is located in Burlington for a cost of $ 270,000. 4 Enclosed please find a check for an application fee of $125. Please let me know if you have any questions or need any further clarification to proceed to review this application. Sincere y, ani Ravin, Associate Planner Campus Planning Services Cc: Linda Seavey, Director of Campus Planning Services Attachments: Zoning Permit Application Site Plans — existing and proposed Orthophoto List of all Abutters and Mailing Addresses in South Burlington Check for $125 UNIVERSITY OF VERMONT AND STATE AGRICULTURAL COLLEGE ACCOUNTS PAYABLE BURLINGTON. VERMONT 05405-0160 (807I Rya.41a) INVOICE DATE INVOICE NO. PURCHASE ORDER VOUCHER INVOICE AMOUNT DISCOUNT AMOUNT AMOUNT PAID 06/13/05 6/13/05ZONING 3319200 125.00 125.00 C ELECTRONIC FORM 11001/REV 3 12 5. 0 0 125.00 VENDOR NO. P0000299670 CHECK DATE 06/13/05 CHECK NO. 08-478918 DETACH HERE AND KEEP FOR YOUR RECORDS I , r VERIFY THE AUTHENTICITY OF THIS MULTI TONE SECURITY DOCUMENT CHECK BACKGROUND AREA CHANGES COLOR GRADUALLY FROM TOP TO BOTTOM. -- UNIVERSITY 4R1VIbNT 0�, °4789 ie63 WAND STATE AGRICULTURAL. EQLLEE CI HE No.. . - = Burlington; "Vermont 05405 �ONLY �CHECK DATE AMOUNT 06/13/05 ********$125.00 TO THE CITY OF SOUTH BURLINGTON ORDER OF PLANNING & ZONING 575 DORSET ST SOUTH BURLINGTON VT 05403 BANKNORTH VERMONT BURLINGTON. VT 05402 Vice President for Finance & Administration VOID OVER $125.00 And University Treasurer IIm04789 LBIIm 1:0 L L6000331: 1119 OIL 493 Slim THE ORIGINAL DOCUMENT HAS A WHITE REFLECTIVE WATERMARK ON THE BACK. HOLD AT AN ANGLE TO SEE THE MARK WHEN CHECKING THE ENDORSEMENT UNIVERSITY OF VERMONT 221 WATERMAN BUILDING 85 SOUTH PROSPECT STREET BURLINGTON, VT 05405-0160 RETURN SERVICE REQUESTED CITY OF SOUTH BURLINGTON PLANNING & ZONING 575 DORSET ST SOUTH BURLINGTON VT 05403 UVM Athletic Track Replacement List of all Abutters and Mailing Addresses University owned properties to the north, west and south of this subdivision. The following list represents all abutters, including all privately owned Spear Street residential neighbors: Pamela Storey & James Thompson Marcella Peden, Trustee Cornelius J. Carr 74 Spear Street 82 Spear Street 88 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Gerald & Patricia Divincenzo 96 Spear Street South Burlington, VT 05403 Peter & Sylvia Tousley 112 Spear Street South Burlington, VT 05403 Current Resident 140 Spear Street South Burlington, VT 05403 Joann P. Nielson 100 Spear Street South Burlington, VT 05403 Albert & Ruth Reynolds 126 Spear Street South Burlington, VT 05403 Ronald & Radetta Nemcosky 148 Spear Street South Burlington, VT 05403 Garth & Clara Peterson 106 Spear Street South Burlington, VT 05403 Sophie Quest 134 Spear Street South Burlington, VT 05403 John Lucas Hauman 156 Spear Street South Burlington, VT 05403 Tommy & Monica Devino Charles Trefry ,owner of 170 Spear Current Resident Street 168 Spear Street 185 Spear Street South Burlington, VT 05403 Saint t Auguscaya Blvd South Burlington, VT 05403 Saint Augustine, FL 32086 Frederick & Patricia Cianci , owner of 188 Spear Street Rebecca Blodgett George Passage, Jr. 1478 Eagles Nest Lane 210 Spear Street 220 Spear Street Gilroy, CA Nest South Burlington, VT 05403 South Burlington, VT 05403 Dieter Gump, Trustee 226 Spear Street South Burlington, VT 05403 Current Resident 238 Spear Street South Burlington, VT 05403 Mary & Jan Rozendaal 233 Spear Street South Burlington, VT 05403 Burlington Country Club 568 South Prospect Street South Burlington, VT 05403 Elizabeth Orr 234 Spear Street South Burlington, VT 05403. CITY OF SOUTH BURLINGTO DEPARTMENT Off' PLAI�T0TG & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 1.4, 2005 Lani Ravin UVM Campus Planning log South Prospect Street Burlington, VT 05401 Re: New Track Dear Lani: 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, July 19, 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 N�c onough Planni Zoning Assitant Encl. I l l l / ENGINEERING VEN URES INC Offices in Vermont & Maine 208 Flynn Avenue, Suite 2A ■ Burlington, VT 05401 ■ tel. 802.863.6225 ■ fax 802.863.6306 May 13, 2005 Ms. Kim Greenwood Water Quality Division, VT DEC 103 South Main Street, Building 10 North Waterbury, Vermont 05671-0408 Re: University of Vermont Athletic Field Improvements EV project # 02116.1 Dear Kim: As you know, the proposed artificial turf field located at the University of Vermont's Post Field Complex has been under construction since September of 2004. It has been brought to our attention that a Stormwater Construction Permit is now required by your office. Construction of the field has moved along smoothly. Standard erosion prevention and sediment control practices have been utilized to minimize erosion potential. These practices included installation of silt fence, drop inlet protection, a construction entrance, hydro seeding, etc. Our office has prepared an application for coverage under General Permit 3-9001 (2003) on behalf of the University of Vermont. It is the University's desire to receive coverage under this permit as an amendment to the Gutterson Garage General Permit, NOI #3546-9001, as discussed in conversations with your office. The content of the application, in many ways, is a summary of the practices, methods and sequencing of the project that have been implemented to this point. Although the plans indicate a starting point in the sequencing prior to the start of construction, the project is currently at the beginning of Stage 5 — Installation of Surface Features, Hard Surfaces and Utilities Within Stabilized Gravel Areas. The attached narrative and drawing (C 1.4) includes a plan and list of the stages which have been sequenced to minimize open areas and limit earthwork. Please find enclosed the following application materials: • An application fee of $300.00, check #4144. • Completed Notice of Intent to Discharge Stormwater Runoff from a Construction Site subject to General Permit No. 3-9001 (2003) • Erosion Prevention and Sediment Control Narrative • Erosion Prevention and Sediment Control Plan Checklist (with drawing numbers indicating where specific information can be found) • Erosion Prevention and Sediment Control Inspection Checklist for the University of Vermont Athletic Field. • C0.1 Cover Sheet, dated May 13, 2005 (11"xl7" and 24"x36") • C 1.0 Existing Conditions Plan, dated May 13, 2005 (11 "x 17" and 24"x36") • C 1.3 Proposed Grading and Utility Plan, dated May 13, 2005 (11 "x 17" and 24"x36") • CIA Erosion Prevention and Sediment Control Plan, dated May 13, 2005 (11 "x 17" and 24"x36") • C2.2 Erosion Prevention and Sediment Control Details and General Notes, dated May 13, 2005 (11"x17" and 24"x36") We have also prepared an Individual Discharge Permit for Stormwater Runoff from Construction Sites for the Athletic Field. The University prefers to receive coverage under the Gutterson Garage General Permit, but have included the individual permit application as a precaution to further delay. The University would like to have construction of the field completed by August 15, 2005. The recent determination that a Stormwater Construction Permit is needed has the potential to delay the completion of the project. In consideration that the practices, methods and sequencing applicable to the permitting requirements have been in place and were being followed without a Stormwater Construction Permit, we request that your office review the application as soon as reasonably possible. Sincerely, Engineering Ventures, Inc. %kuj kw�a� Michael Dussault, P.E. Project Civil Engineer Enclosures cc: Carl Holzschuh and Ralph Olberg, UVM Architectural and Engineering Services Linda Seavey, UVM Campus Planning Services Bill Nedde, Krebs & Lansing Consulting Engineers Jeff Shulman, UVM Athletic Department Gregg Gossens, Gossens Bachman Architects Doug Marek, Engelberth Construction, Inc. City of Burlington (Public Notice Only) City of South Burlington (Public Notice Only) - 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): The University of Vermont Attn. Linda Seavey Legal Entity: ❑ Private ❑ State 11 Municipal X Other: Corporation 2. Address of Applicant: 109 South Prospect Street Telephone: (802) 656-3208 Burlington, Vermont 05405 e-mail: Linda.Seavey uvm.edu Fax: (802) 656-8895 3. Name of Project: UVM Athletic Field Improvements Act 250 Permit No., if one: Description: The proiect includes the construction of a new artificial turf field with variable height fencing, a concrete walkway around the perimeter of the field and a four foot high free standing concrete wall. Utility improvements include the construction stormwater runoff collection and subsurface attenuation, subsoil underdrains and water, electrical and communication services to the field. Southeast of Gutterson Field House. Wetland CUD No., if one: FCWA Section 404 Permit No., if one: 4. Location of Construction Site (include map): 147 Spear Street Lat: 44-28-14 Long: 73-11-35 Burlington, Vermont 05405 lease see attached vicinity ma 5. Name of Receiving Water(s) (include map): Centennial Brook (Tributary of the Winooski River, after leaving UVM East Campus Stormwater Ponds and Collection area) and Potash Brook (discharges to tributary #3 via 1500 feet of roadside ditch aloniz Spear Street and a closed stormwater s stem 6 Estimated Area to be Disturbed (Acres): 4.90 acres 7. Estimated Start Date: 9/13/2004 Estimated End Date: 8/15/2005 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 Was the document "Winter Construction and the Vermont Construction General Permit" used as a guide? Yes No 8. On -Site Plan Coordinator: Eric Palmer — Engelberth Construction, Inc. Telephone: (802) 316-1018 463 Mountain View Drive Colchester Vermont 05446 Fax: 802 655-4882 9. Application fee enclosed: $300 Date of Application: 5/13/2005 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.B). 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: �� LU& Title: Proiect Engineer P.E. No., if one: 8193 Print or Type Name: Michael H. Dussault CPESC No., if one: Company: Engineering Ventures, Inc. Telephone: (802) 863-6225 208 Flynn Avenue, Suite 2A, Burlington Vermont, 05401 Fax: (802) 863-6306 a ) ) 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-pennittee 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/Notice of Intent with the Department of Environmental Conservation, I have also filed copy of this Public Notice/Notice of Intent with the municipal clerk in the municipality(ies) in which the discharge(s) will occur. Signature of Applicant or Authorized Representative:`'�'V� Title: �,� �Y� li�, 4�/ l C�' GtiC/ �(.�� D�►� i lit C%i Print or Type Name: U For Department Use Onlv: 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 -9001 Dated at Waterbury, Vermont this day of , 20 Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Wallace McLean, Director Water Quality Division E 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). 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. APPEALS 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.vermontjudici,iry.org. The address for the Environmental Court is 225 North Main Street, Suite 1, Barre, VT 05641 (Tel. # 802-479-4487) 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.vtwaterguality.org. 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 The UNIVERSITY °f' VERMONT CAMPUS PLANNING SERVICES October 28, 2003 Raymond J. Belair City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: UVM Athletics Field Improvement Project — Final Plat Plan for Recording Dear Ray: Enclosed for recording in the City of South Burlington Land Records is the University of Vermont's Final Plat Plan (C1.2 dated 5/5/03). Also enclosed is a University check for the recording fee of $11.00. Please return the recorded documents to my attention at Campus Planning Services, 109 South Prospect Street, Burlington, VT 05405. Thank you for your assistance. Sincerely, Linda Seavey, Director Campus Planning Services LS/dv Enclosures Athleticsfinalplatrecordingfee. doc 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 kgwd Opportuniry ! Ailinnttil°c A tion Empl-,,-cr l� CITY ENGINEER'S COMMENTS UVM ATHLETIC FIELD Spear Street 9/11/03 1. Field improvement plans prepared by Gossens-Bachman Architects dated 05-05- 203 are acceptable. "idle, auum o yea,a um, August30,2113 has silver chain color, September 3, 2003 found on Duxbury Road Nursing or social work PUBLIC HEARING 1802) 343-4935 packground desired. rHngt30 Health & SOUTH BURLINGTON FOUND DOG miniature Rehab,Pearl01 DEVELOPMENT breed, female; .black with VT 0ator REVIEW BOARD white markings. Found AttAdBurlington, Attn: Administrator on Shelburne Rd. near The South Burlington 'Flynn Ave. Berlingtion. Let Classifieds work Development Review Call to identify (802)878- for you. Call 658.3321 Board will hold a public 3020 or (802)660-1816 After -School Assistants hearing at the South Bur- FOUND DOG, Older For YMCA after -school lington City Hall, Confer- male. Probable yellow programs 15.20 hours ence Room, 575 Dorset lab/shepherd mix in Bur-, /week . M u s t have Street, South Burlington, lington on 8/23. Call experience with school - Vermont on Tuesday, (802)985-2248. age children. Excellent September 16, 2003 at Sell your stuff CFREE! benefits and training hef Find out following: P.M. to consider how opportunities. Call Julie the fat (802) 862-9622. 1. Preliminary plat Free Press AIRCRAFT DETAILERS application #SD•03-54 Classifieds Burlington airport. PT and final plat application 650.3321 evenings. $10.051 hr. #SD-03-55 of University Call (518) 10.05/ 2 of Vermont for a planned FOUND DOVE, white unit development con- with band, in South Bur- AREA DIRECTOR sisting of improvements lington. 8/26 (802) 863- Full time position w/ the to an athletic field result- 9138 United States Depart- Ing in 81,400 sq. It of ar- tificial FOUND GROCERIES, 3 merit of Agriculture turf, 15400 sq. ,ft. bags, left in a cart in the (USDA) Rural Develop - of which is located in So. parking jot at Price ment (RD) in Montpelier, Burlington, Spear St. Chopper. Cereal, bags of VT. Supervises an Area. 2. Preliminary plat chips, corn on the cob, Office. Serves as application #SD-03-56 of etc. (802) member of management, John Larkin for a planned participating in planning, .; unit development con- FOUND KITTEN- lower development and imple- sisting of constructing Pearl St. vicinity, great mentation of 'rural deve- two (2) 32 unit mind-fam- with stripes, small, has lopment financial and ily dwellings on a 3.62 collar, female. Call to technical assistance acre lot, Quarry Hill Rd. . identify collar, leave programs. Works closely 3. Final plat appll- message if not home. with Federal, State, local " cation #SD-03-57 of Ro• (802)864-8014 bert & Marjorie Skiff to government, non -profits 1 FOUND W O M A N S and private sector to de- ame,nd a previously, ap• FLEECE JACKET. at Oak velop and deliver com- proved three (3) lot sub• Ledge ppark. Call to Iden• m u n i t y and economic division. The amend- tify. (802) 879-1951 keep development opportuni- merit consists of a trying ties for rural communi- boundary line adjustment ties -Must be a U.S. CI - between lots #1 and 2, LOST BLACK MALE CAT- tizen to apply. Contact S rin house Road. funny looking cauliflower P 9 Susan Boucher at 4. Final plat appli- ears, small white patch (802)828-6044 to request cation #SD-03-58 of F &. on chest. Dorset Street a Job announcement. M Development Compa- Shelburne area Thrs Also available a the nyy, LLC to emend a 8/21. Answers to Char- tanned unit develop- ky.(802)985-9523 us AJOBS web site et p P www.uaajobs.opm.gov. ment consisting of: 1) a LOST- CANON CAMERA Vacancy identification 95 room hotel, 2) 160 re- AEI at the East Middle- Number (V I N) Is UK sidential units in four (4) bury Falls on August 14. 178215RD-VS. Deadilnet buildings, 3) a 130 unit REWARD No Questions September 18,2003r congregate housing facil- asked. Call • (302) 378- Assistants ity, 4) subdividing two (2) 1193 or (302) 286.3971 parcels of 24.458 acres LOST CAT• gray and $16 base-appt. Into eight (8) lots. 5) a white short hair neutered 35+o eningS. 90,000 sq. ft.' buildingg male, Very talkative, Customer Sales/Service. which will include 11,000 Cosmo. (802) 863-6864. Flex. FT/PT hours. syy. ft. of retail, 150 seat Fun Environment. 7500 sq. ft. restaurant, 01, Conditions Apply. 70,000 5q.ft. of general CALL NOWWll11 office, 2500 sq.ft. drive- (802) 985-4985 in -bank, and ten (10) re- www.earnparttime.com sidential units, 6) a 7200 xv}ztkkzt* ft addition to an inI%ub . . door recreational facilityy, and 7) am existing 162 sq. ft. television studio LOST CAT and office building. The long hair, black male, amendment consists of : neutered. Gold eyes. replacing the proposed Lost in Catherine Street 95 room hotel with a four area. Name is Little (4) story 60 unit multi- Bear. Please Call family dwelling, 409 Far- (802) 8643132. rell St, LOST CAT, Ion g haired, 5. A p p 1 j c a t i o n gray, female, Name is #CU-03-15 of Chittenden -Philly" lost on Skunk Solid Waste District to Hollow Rd in Jericho. amend a previously ap- last seen, approx. 8/15 -6,� proved plan for a 5,3 5 (802)899-1426. 4. Y foot asteuare collection facility LOST CAT The amendment cons- 15year old Siamese, ists of adding two (2) lost in Butler Farms area, mow„ 8'z40' metal storage - 8/28 Please Call (802) containers, 1011 Airport 863-3976 Parkway. ,4 Copies of the applica- tions are available for public inspection at the South Burlington City Hell. John Dinklage, Chairman South Burlington Deve- lopment Review Board. August 30, 2003 PUBLIC MEETINGS TRANSPORTATION IMPROVEMENTS There will be five public meetinas conducted for LOST DOG, Male Beagle, not neutered, red collar, no tags, last seen at Piney Woods Rd, Monkton. Beloved family pet. Please call anytime. (802) 453-8433 or (802) 233-1815 LOST DOG 12 pound black and tan female Dachshund/Chihuahua mix. In Centennial Woods area on 8/25. Wearing red leather collar with silver accents. No tags. Very Missed) ��(802) 524-4401 JOLLEY ASSOCIATES HIRING DAY Thurs., 9/4 9am - 5pm 1830 Shelburne Rd We have the following openings: Managers Manager trainees Assistant Managers Cashiers Deli Personnel To set up an interview or if you are unable to at- tend, please call Kevin at 1-866-527-3275,xl1. Auto Mechanic Minimum 7 yrs experi- ence. Excellent pay for a qualified candidate. Apply in person or call Countryside Motors (802) 878- 3806 *AUTOMOTIVE RECONDITIONING x Immediate opening for energetic, self -motivated individual for full time employment. Must be at least 18 yrs old with VT driver's license. Apply in person Goss Dodge 1485 Shelburne Rd 6AHTENUINU ,GMVVL OF NEW ENGLAND Certification/Training Job Assistance 1-888.4DRINKS www.bartendi6gschool.com ivo unurcn oi. BOOKKEEPER we for dynamic non I gdisabilityy/civil rights Iierizatlon n Or Comp. we great atmosphere, benefit package. now at (802) 229- for more information. BURLINtiTON WARE HOUSE SALE Over Stock of quali- ty items. Saturday August 30th, 8-1, Restaurant Equip- ment, Chairs, furni- ture, clocks, fine rugs, and accesso- ries. South End of Battery Street, Load- Ing Dock #1. CARPENTERS Expe- rienced Great earning po- tential, interior work, own tools, transportation. Willing to travel in & out of state (802) 864-5243 CASHIER 5am-lpm M-F Willisly tonatRd, GSo.1eBurl13gg3 ton or call Tony at 862- 1253. SIMON'S STORES Chimney Corners • Store Manager with some experience. • Deli Assistant - M-F 10 am- 6 pm. ;A I t St re or call Essex • Cashier- • Deli Assistant Apply _ at Gracie's, 1333 Williston Road. Milton • Cashier - Fri -Mon, evening hours. Apppply in person or call 893- 4906 Shelburne • Cashier- PT, Sat- Tues, 2 pm- midnight. Apply at Simons, 974 Shelburne Rd. 862-8081. CDL A DRIVERS Springfield. Food service Corporation- -Come grow with us_ as we expand Into Northern, VT. ` We have immediate open- ings for resident/ CDL A drivers. Excellent start- Ing pay rate between 45 & 60. No weekends, home every night. We of- fer excellent benefits incl: medical, dental, life insurance, 401K; stock purchase plans. $1,000 sign on bonus. Fax re- sume to (413) 736-6388 Or email to: dszaban@ pfgspringfield.com A1114.1SA" NEW STATE OF THE ART CHILDCARE CENTER IS GROWINGH We have openings in all preschool age groups. Education & experience preferred. Call Tamra at 828-0728. EOE CHILD CARE CENTER in Essex looking for FT Toddler teacher. Exper preferred. Call 872-8501 CHILDCARE • Immediate tion. Attention to V detail and te^ Ter, Bene- fits. Fl m(802) 863-6677, dyne@ champlaindentallab-corn No phone calls. MUST HAVE DRIVERS Our busy season has just started & we need more drivers. We are looking for FT/PT taxi or van drivers. Serious ap- pplicants only. Apply at Belnway, 666 Riverside Ave. in Burlington. DRIVERS Needed Immediately for FT, positions. For Positions to start on Tues... 9/2.Competitive wage and benefit pack- age, looking for prof, ag- gressive people who an - joy a fast paced envi- ronment. Solid organiza- tional skills, clean driving record., Apply in person at 391 Boyer Circle, Wil- - liston, VT, Interviewing Friday, 9-5, and Monday, Labor Day,12-6 DRIVER WANTED, For dedicated run to NY and NJ area. Class A CDL and clean driver's record required. Good pay and benefits. Call (800) 287- 6586 or fax resume: (802)849-6101. DYBOIS & KING,, INC. is seeking the following full-time employees to complement its present staff in our Williston and Randolph, Vermont, offices: • Project Manager/ Engineer- Civil/Site & Land Development • Project Engineer - Structural • Project Manager- Civil/Highway/ Transportation • Design Engineer- Civil/Highway/ Transportation • Environmental Documentation Specialist • Survey Technician • Analytical Chemist' For more information about these and other employment opportuni- ties at DuBois & King, Inc., please visit our web site at: http://www.dubois- king.corn Send Resumes to: Human Resources DuBois & King, Inc. P.O. Box 339 Randolph, VT 05060 802-728-4930- Fax Human.Resources@ dubols-king.com EDE HEALTH CLUB CUSTOMER SERVICE The Olympiad Health & Racquet Club is looking for friendly, motivated and energetic people to greet & assist members. PART-TIME EARLY morning opening shifts available. Earn competitive wages and a free mem- bership. Apply in person only at The Olympiad, 70 Farrell St., So. Burlington. Ask for Mike or Lori. Sheet Metal Fabrication and Delivery/Driver Warehouse Person. No CDL req'd Apply in person: 280 Commerce St. Willistion, Vt 05495 or Call1-888-945-2080 for more info NURSES AIDE Help Needed lam-1 lam weekends. Please call Katy at Pillsbury Manor, 802-863-7897 Ophthalmology office seeks COT/COA for patient oriented private practice. Call 802) 652- 0717 or Fax: 652-0798 Pillsbury Manor Maintenance & Housekeeping positions available FT with bene- fits. Weekend rotation. Call Pillsbury Manor at 863-7897. Christophe's . Vergennes. VT's for rated French restau rant. "Utterly amaz- ingg° Fodor's Guide 2001.2-3 Eve's /wk. Closed Sun. & Mon. Upscale very prof. work environment. Applicant must have some college & knowledge/interest ii food/wine. Must have flexible sche- dule, be poised, quick thinkingg & a team player. French language a plus. Wil tram, but wait staff exper. helpful. High Earnings. ApplIyy in person.(3:30 - 5:D0 p.m. Tues- Sat.) 5 No. Green St. (802)877.3413 SAFETY/SECURIT Guardsmark has opportunities for han PRESSERS WANTED FOR working, flexible inch duals possessing str( BUSY DRY CLEANER public relations skills. Must be dependable and & PT available in Burlk a ...in player. Call for ton. We offer compe details (802) 864-7381 tive wages and excelk RECEPTIONIST/ASSISTA benefits. Must be 21 NT• Immediate opening older, have clean poli record, HS diploma ( at Heritage Flight, for a personable Individual GED and pass druc capable of multi -tasking, screening. Call Elise the position involves an- M-F at 802.863-1580 swering phones, coordi- nating Flight School, air fax resume to: 802-863-1265. EOE craft rentals, and per- www.guardsmark.co forming various office Burlington, VT administration functions. Spare Route Please forward resume Sales Associat to Larryy- Abrams at PO Box' 2366, So. Burling- Delivery, Travel & ton, VT, 05407 or e-mail vice. Full Time & LarryA@heritageflgt.com fits (company paid Make your ad health). Ability to ba PICTURE PERFECT start work between with a photo am. Acceptable r vehicle records & H Free Press ploma or GED. EOE. Classifieds To apply call toll -free 658-3321 anytime:l•888.447-3i RECEPTIONIST for dental office. Customer service & computer exper. a must. Great salary plus benefits. To apply Send resume: Burlington Free Press P.O. Box 10 Bur- lington VT 05402 Attn: Free Press Box #302 Restaurant ASSISTANT MANAGER, We are looking for a high- ly motivated and . energet- ic individual to join our management team. Ap- ply in person or send re- sume to: Deborah at Bur- lington ' Bay, 125 Battery CODY'S is now hiring experienced LINE & PREP COOKS, HOSTS, SERVERS, BAR TENDERS,& DISHWASHERS for both locations. Please send resume with references to: 4 Carmichael St, Suite 106 Essex 05452 or apply in person at our Essex or Milton Locations. Restaurant _SIRLOIN_ $WON. CURRENTLY SEEKING EXPERIENCED: Grill Cooks Servers nav Pron i CITY OF SOUTH BURLINGTO1; DEPARTMENT OF IPLANNENG & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 1, 2003 Linda Seavey UVM Director, Campus Planning Services 109 South Prospect Street Burlington, VT 05405 Re: Preliminary Plat Application #SD-03-54 & Final Plat Application #SD-03-55: UVM Dear Ms. Seavey: 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 9/16/03 (effective 9/25/03). Please note the conditions of approval, including that the final plat plans must be recorded in the land records within 90 days of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Brian Robertson, Associate planner Encl. DEVELOPMENT REVIEW BOARD 16 SEPTEMBER 2003 - 5 - to meet city standards. Mr. Kochman asked if there is a redesign of the Aoutlet@ to alleviate the burden on the intersection. Mr. Rabideau said an analysis of the corridor is being done and a plan will be developed. Traffic generators will pay a share of that plan. Ms. Dooley said neighbors are concerned with high density housing because of the proximity to UVM. They fear there will be property deterioration due to transience and ,suggested the possibility of elder housing rather than student rentals. Mr. Rabideau said they will try to sell the units. If they can=t, they will rent. fie said these will be high quality units, $160,000-170,000 range. He also noted they can=t discriminate against students but stressed they are not building Astudent housing.@ Ms. Dooley said the Comprehensive Plan speaks to the need for Aaffordable@ housing. Ms. Quimby asked how the Fire Dept. will get to the backs of the buildings. Mr. Rabideau said the will have automatic sprinklers. Ms. Quimby stressed that sprinklers don=t fight fires but only slow down a fire until firefighters can arrive. Ms. Dooley asked the criteria for the additional height. Mr. Belair read the requirements and noted the buildings will not be blocking significant views from highways. Mr. Rabideau said they are in a context of larger buildings. There will be a 150 ft. buffer with ponds, and landscaping. He felt this is the one place on the site for taller buildings. Ms. Azin asked if the buildings would block their view of the mountains. Mr. Rabideau said their view would be impacted but the buildings toward the back will not be as tall. Mr. Bolton said he would like to see a plan for the whole site because of the nature of the East Terrace connection. He was concerned there will be too much Ahuman impact@ on a small piece of land. Mr. Boucher noted the city increased the density by a zoning change. Mr. Bolton said he was afraid they would make a mistake if they do this incrementally. Mr. Rabideau agreed to provide neighbors with a plan 2 weeks prior to the next hearing. Mr. Kupferman then moved to continue the applitation to 18 November. Ms. Quimby seconded. Motion passed unanimously. 5. Public Hearing: Preliminary Plat Application #SD-03-54 and final plat application #SD-03-55 of University of Vermont for a planned unit development consisting of improvements to an athletic field resulting in 81,400 sq. ft. of artificial turf, 15,400 sq. ft. of which is located in South Burlington, Spear Street: Mr. Penniman noted that about 25% of the project is in South Burlington. UVM DEVELOPMENT REVIEW BOARD 16 SEPTEMBER 2003 - 6 - has submitted an application to Burlington as well and have an administrative approval. There is no Act 250 permit required. Mr. Penniman noted that exterior lights have been removed. All utilities are being provided by UVM or the City of Burlington. The upgrade is being done to meet NCAA standards. It is anticipated that there will be an additional 5-10 games on the field each year. Mr. Kupferman noted a track is being removed which was an impervious surface. He added that the soils there are generally not very permeable. The Board was shown a sample of the proposed astroturf. There will be pipes to collect water which then goes north to Spear St. and then to Williston Rd. Existing landscaping was reviewed. Mr. Belair said staff has no problem with the landscape waiver. Stipulation #7 was added to the approval motion as follows: The Development Review Board grants a credit of $10,080 for existing landscaping. Ms. Quimby then moved to approve Preliminary Plat Application #SD-03-54 and Final Plat Application #SD-03-55 of the University of Vermont subject to the stipulations in the draft motion as amended above. Mr. Bolton seconded. Motion passed unanimously. 6. Public Hearing: Final Plat Application #SD-03-57 of Robert & Marjorie Skiff to amend a previously approved three lot subdivision. The amendment consists of a boundary line adjustment between lots #1 and 2, Springhouse Road: Mr. Rowe noted the subdivision was approved on 18 September 2001. He showed the change which will result in lots 1 and 2 being almost equal in size. Lot #3 will not be changed. Mr. Rowe also indicated the restricted area on the property. Lot #1 goes from 7.5 to 5.3 acres. Lot #2 goes from 2.1 acres to 5.3 acres. No issues were raised. Ms. Quimby moved to approve Final Plat Application #SD-03-57 of Robert & Marjorie Skiff subject to the stipulations in the draft motion as amended to require submission of a survey plat in digital format prior to recording. Ms. Kupersmith seconded. Motion passed unanimously. 09f 1612003 14: 47 9026568895 CAMPUS PLANNIP3 SEP.S PAGE 02 of VEINIONT CAMPUS PLNNNING SEP,7,7C.ES July 17, 2003 .Ray Eclair City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: UVM Athletic Field Improvement Project - UVM Athletic Camp -us 147 Spear Streetf..Uudscapio.g requirements Dear hay: This request is being filed in connection with the application filed by the University of V'e7nont to upgrade a portion of the Archie Post Field Complex located southeast of the Gutterson. Field Douse and the Gucciardi Fitness Center. Section. 1.3.06 (G) (3) of the City of South Burlington Land Development Regulations provides the landscaping budget requirements for projects and also permits a credit for. existing trees, "so long as the objectives of this section are not reduced." In connection with this project, the required landscaping budget in accordance with the .regulations and Table 13-9 is $10,0 79.70 (based on total project cost in. South Euriington of $:378,985). As reflected in the attached schedules, the current plantings in the vicinity of the project (as depicted on the attached plan) have estiniatcdvalues which. are far in excess of the min;'murn planting costs. The university, therefore, requests a credit for the Cull amount of the required landscaping budget in connection with. this Project. Thank you for your consideration in this matter. Sincerely, WjA.--� Linda Seavey, Director Campus TPla.nning Services LS/dv Enclosures CC; Chuckrafter 109 SOU71-1 Prospect Street, Bu.r..l.i..rtgton. err 0405•001.6 Telephr,,ne (302) 656-32081 Fix (80Z) 656-8895 Equnl Oppvrnw� /!1PfieMati�z.ierivnL•mplw�r 09f16!2003 14:47 8026563695 CAMPUS PLAW NG SEP,S PAGE 03 iTVM Landscayiw x € YM North Lot: 1..) 3 Maple Trees:** 3 trees @ 52,400 cacr: = 37,200 2.) 3 Large Shrubs:*** 3 shrubs @ S1.20 each = $360 3.) 1 Medium Shrub:*** 11 shrub @ $80 each = $80 4.) 2 Edge Shrubs:'"* 2 shrubs S60 each = $120 $7,760 Spear North Lot: 1.'} 8 Oak Trees:** 8 trees @ $2,500 each S20,000 2.) 8 Maple Trees:** 8 trees (cz $2,400 cacti — $1914 3.) 1 Largo Hedge: 1 hedge ;a_�. $120 each _ $120 4.) 1 1'iedium Hedge: i hedge @ $$0 each,- $80 5.) 2 Large Shrubs:*** 2 shrubs @ S120 each = S240 6.) 1 Medi na Shrub: 1 Shrub L S 80 each = $80 7..; 2 Flowers: 2 flowers @; $15 each = $30 S39,750 Lr M South Lot: 1.) 11 Maple Trees:** I I trees @ S2,400 each = $26.40f) 2.) 1 Pine Tree:** 1 tree @ $2,400 each = $2,400 3.2 4 Shrubs:*** 4 shrubs § $80 each $320 $29,120 Spear South Lot 1.) 5 Maple Trees::"* 5 trees A&, $2,400 eactt = $12,000 TOTAL: $88,630 09/16/2003 14:47 80265h8835 C41PUS PLAM :N% SEFS P96E 04 1 1 * Priccs prui ided by 4 Seasons and North Country .Landscaping. Prices are retail_ * ` According to 4 Seasons, shrubs and hedges range in price from $20 for a'I gallon to $i.2-0 for a 3.3 gallon balled and burlapped shrub. "' According to ?North Country Landscaping, a tree 61' in diameter Costs approximately $2,400. Price varies by size and type of the tree. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 9, 2003 \drb\sub\uvm\athleticfields\final.doc Plans received: July 9, 2003 UVM ATHLETIC FIELD - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT PLAN APPLICATION #SD-03-54 FINAL PLAT PLAN APPLICATION #SD-03-55 Meeting Date: September 16, 2003 Owner/Applicant Architect University of Vermont Gossens Bachman Architects c/o Linda Seavey, Campus Planning Services 85 Granite Shed Lane 109 South Prospect Street Montpelier, VT 05602 Burlington, VT 05405 Engineer Property Information Engineering Ventures, Inc. Tax Parcel 1810 00000 N 208 Flynn Avenue, Suite 2A Volume 3, Page 165 Burlington, VT 05401 IA-N District ±14.43 acres (in South Burlington) Location Map .L 14 o use Gutterson Field H _ M v a ey « d n 1 7i CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc The University of Vermont, hereafter referred to as the applicant, is requesting preliminary plat and final plat plan approval for a Planned Unit Development (PUD) consisting of a proposed 81,400 sq. ft. athletic field with artificial turf, 15,400 sq. ft. of which falls within the City of South Burlington. The subject property contains approximately 14.43 acres located in South Burlington. The South Burlington portions of the property are located in the Institutional and Agricultural -North (IA-N) District. The sketch plan was reviewed by the Development Review Board on April 1, 2003 (minutes enclosed). Associate Planner Brian Robertson, referred to herein as Staff, has reviewed the plans submitted on February 20, 2003 and has the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements IA-N Zoning District CRequired Proposed Min. Lot Size 10 acres ±14.43 acres Max. Building Covera e 20% <20% Max. Overall Coverage 40% <40% �l Min. Front Setback 75 ft. >75 ft. Min. Side Setback 50 ft. >50 ft. �l Min. Rear Setback 50 ft. >50 ft. J zoning compliance Section 3.06(H) of the South Burlington Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right- of-way and the balance of the lot. The proposed athletic field project will not affect front yard coverage or landscaping. Staff notes that the applicant's proposal for an adjacent parking facility will need to address the front yard setback issues. Institutional & Agricultural District Section 7.01(F)(1) of the South Burlington Land Development Regulations requires properties in the IA District west of Spear Street and north of Quarry Hill Road to maintain an undeveloped area for a minimum of 65 ft. between the boundary of an adjacent residential district and any new non- residential structure. The plans show that the proposed artificial turf athletic field will be further than 65 ft. from the zoning district boundary, which occurs at the center of the Spear Street right-of-way. The proposed field is 92 ft. from the Spear Street center line. An existing line of trees along the easterly property boundary provides suitable screening in accordance with Section 3.06 of the South Burlington Land Development Regulations, offering a buffer from residential uses. CITY OF SOUTH BURLING JN 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\ath leticfields\sketch. srp. doc PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. No water or wastewater services will be required for the new athletic field. Section 15.13(F) of the South Burlington Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. The applicant has indicated that the installation of the new field and the removal of the existing track will result in a net increase of 27,770 sq. ft. of artificial surface within the athletic field area. The applicant has indicated that any increase in stormwater flows will comply with the Vermont Stormwater Management Manual. Stormwater details are discussed in the UVM Athletic Field Improvement Project Description submitted by the applicant (see attached). Stormwater details are also depicted on Sheet C1.3 of the plans, Proposed Grading and Utility Plan. 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 plans must include acceptable details of erosion control measures to be used during and after construction. The applicant has submitted a grading plan, which is depicted on Sheet C1.3 of the Plans, Proposed Grading and Utility Plan. 1. 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. According to the applicant, currently 8 to 10 intercollegiate games are played on the existing field each year. The applicant has indicated that there will be between 15 and 20 intercollegiate games played on the new field each year. This is an increase of 7 to 10 games per year. The applicant also estimates that between 150 and 500 spectators may attend each game. The applicant has indicated that additional parking will not be necessary for the increased use of the athletic complex. The current parking facility is adequate to support spectators at ice hockey games and basketball games simultaneously in the winter, which is the peak season for the complex. It is not anticipated that the demand for the proposed athletic complex will surpass the current capacity of the parking facility. 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. No wetlands, streams, wildlife habitat, or unique natural features are known to be present on the site. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING _ \drb\sub\uvm\athleticfields\sketch.srp.doc 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. Section 7.01(A) of the South Burlington Land Development Regulations indicates that University - related uses should be integrated "into the City's overall land use pattern through the use of appropriate site planning techniques that promote a beneficial pattern of access, circulation, landscaping, and pedestrian connections between University properties and adjacent neighborhoods." The subject site has long contained a track and athletic fields. An increased use of the area is anticipated, however, an established tree line along the easterly property boundary provides appropriate screening from adjacent residential uses. Staff believes that the project is compatible with existing development in the area. 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. Some natural ground cover will be replaced with a permeable artificial turf surface. The effects on the open space character of the athletic fields will be minimal. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not believe that the proposed changes to the athletic fields on the site require review by the South Burlington Fire Department. Fire Chief Doug Brent has noted that the City of Burlington has jurisdiction for emergency response to the subject property. 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. An existing recreation path runs along the easterly property line. No new landscaping is proposed. The stormwater and utility plans, as depicted on Sheet C1.3 of the plans, seem compatible with stormwater management and utilities on adjacent properties. Lighting is not proposed at this time, but it is anticipated that lighting will be proposed for the athletic complex once sufficient funding is available. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 2. Newly installed utility lines, services, and service modifications shall be underground. 3. If the applicant proposes lighting for the athletic complex in the future, the lighting plan must comply with Section 13.07 of the South Burlington Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The project appears to be consistent with the goals and objectives of the Comprehensive Plan. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athieticfields\sketch. srr). doc Sidewalks & Recreation Paths Section 15.13(M)(1) of the South Burlington Land Development Regulations requires sidewalks and/or recreation paths on both sides of arterial streets at locations to be determined by the Development Review Board. Staff notes that there is an existing recreation path along the easterly property boundary. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposal does not directly involve structures or parking facilities. Adequate pedestrian facilities and landscaping exist on the site. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposal does not directly involve parking facilities. Staff has indicated that the applicant will be providing a traffic analysis of the adjacent proposed parking facility, which should address the needs of the improved athletic field. 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. No buildings are proposed. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that utilities 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 proposal does not involve any buildings. 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 existing track will be removed and the site will be extensively regraded to offer a flatter surface for the new athletic field. No changes to existing buildings or roads are proposed. CITY OF SOUTH BURLINL JN 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch. srp. 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 South Burlington 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 subject site is part of a much larger site containing multiple university offices and facilities. The applicant is currently pursuing approval of an expanded parking facility on the subject parcel. Existing Spear Street curb cuts will be retained and University Heights will be upgraded to provide access onto Main Street in Burlington. Interior connections to Prospect Street in Burlington will also be provided. 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. Staff has already noted that utilities lines, services and service modifications shall be underground. The City Engineer has reviewed and approved the proposed plans. 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). No solid waste facilities are shown. Staff notes that dumpster-sized solid waste containers are not necessary for the proposed athletic field. Parking The proposal does not directly involve parking facilities. Staff has indicated that the applicant will be providing a traffic analysis of the adjacent proposed parking facility, which should address the needs of the improved athletic field. A bicycle rack is depicted on the proposed plans. Landscaping Pursuant to Section 13.06(A) of the South Burlington Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review, and street tree plantings shall be required for all public streets in a PUD. Section 13.06(C) of the South Burlington Land Development Regulations requires landscaping and/or screening whenever two adjacent uses are dissimilar. Furthermore, Section 13.06(C)(3) of the South Burlington Land Development Regulations requires landscaping to be designed to minimize erosion and stormwater runoff. No new landscaping is proposed; however, the plans show an established line of street trees along the easterly property line. The Development Review Board will need to determine whether existing landscaping at the site is sufficient to provide the required screening. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\uvm\athleticfields\sketch srp doc The applicant has indicated that they have requested a waiver to eliminate the landscaping requirement. If this waiver is not granted, the plans will need to be revised to show a landscaping plan totaling $10,080, as determined by Table 13-9 of the South Burlington Land Development Regulations. In addition, pursuant to Section 13.06(G)(3) of the South Burlington Land Development Regulations, the applicant will need to submit a landscaping budget to ensure the landscaping requirement is met. 4. If landscaping waiver is not granted, the plans will need to be revised to show a landscaping plan totaling $10,080, as determined by Table 13-9 of the South Burlington Land Development Regulations. 5. Pursuant to Section 13.06(G)(3) of the South Burlington Land Development Regulations, the applicant will need to submit a landscaping budget to ensure the landscaping requirement is met. Staff recommends that the South Burlington Development Review Board approve preliminary plat application #SD-03-54 and final plat application #SD-03-55 conditional upon the applicant addressing the numbered items in the above "Comments Section" of this document. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Linda Seavey, Director of Campus Planning Services to I LEGEND E)OSIBIG FEATURES PROPOSED FEATURES ..................................... FENCE e0' UIRJTY POIEAKS ey 0 SEYER YANHO11 G + FINE HYDRANT CATCH RASH MEAN OUT . 100.5' SPOT ELEVATION x lODS' PROPERTY LIE — — 1D0— — — CONTOUR t00 SHALE . . RECEIVED JUL 0 9 2003 — — City of So. P-urlington N GRAPHIC SCALE FOR PERMIT REVIEW ONLY IN FEET I JUL- ^, 2003 I Inch = 50 " 3) I G O S S E N S BA C H M A N ARCHITECTS 85 Gra ni to Snetl "ne M onl Pell a r, Vermont 05602 P Rol. 229.1664 F 802. 229. 4822 �V ENGINEERING ENTURESINC '11B Flynn Awm Suit 2A, Buninylon. VTO54 1 tal. 802.863.6221 fox 802. 863. fi306 Enyutnrinylbnmres. OWNER The University Of Vermont 109 South Prospect Street Burlington, Vermont 05405 Tel:802-656-3208 Fax:802-656-8895 PROJECT UVM Athletic Field Improvements 147 Spear Street Burlington, Vermont Reviaions. Jab Number: 02116.1 File Na Base.tlwg Scale: 1"=50' Data: May 5, 2003 PROPOSED LAYOUT PLAN C 12 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number — SD4) -r? APPLICATION FOR PRELIMINARY/FINAL SUBDIVISION PLAT REVIEW ATHLETIC FIELD IMPROVEMENT 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 #): UNIVERSITY of VERMONT 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 2) LOCATION OF LAST RECORDED DEED (Book and page #): Within this subdivison lot there are three records of deeds: • Northern portion — Mary Fletcher Hospital Tract, 1891: • Volume 31, Page 168 in City of Burlington — June 3, 1891 • Volume 3, Pages 165-166 in City of South Burlington — June 23, 1891 • Middle portion — Buell Tract, 1921: • Volume 74, Page 549 in City of Burlington — July 6, 1921 • Southern portion — Brownell Tract, 1923: • Volume 83, Page 570 in City of Burlington — October 24, 1923 3) APPLICANT (Name, mailing address, phone and fax#) UNIVERSITY of VERMONT 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 4) CONTACT PERSON (Name, mailing address, phone and fax#) Linda Seavev. UVM Director. Campus Plannina Services 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 5) PROJECT STREET ADDRESS: 147 Spear Street 6) TAX PARCEL ID# (can be obtained at Assessor's Office): ): Number 1810-00000 N and Number 1810-00799 N 7) PROJECT DESCRIPTION: Refer to Attachment I: UVM — Athletic Field Improvement Project Description for further details. a) Existing Uses on property (include description and size of each separate use): Existing fields used by UVM varsity team practice and competitions, general recreational and intramural activity, and community events. b) Proposed Uses on property (include description and size of each new use and existing uses to remain): Same athletic uses with additional NCAA sanctioned competitions. c) Total building square footage on property (proposed buildings and existing buildings to remain): Building square footage does not change by this project. Existing building footprint square footage is 7,248 within the boundaries of this subdivision. d) Proposed height of building (if applicable): Not applicable to this project. e) Number of residential units (if applicable, new units and existing units to remain): Not applicable to this project. f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Not applicable to this protect. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): All utilities and public services such as, electric, water, sewer, storm water, fire and police services will be provided by the City of Burlington and the University. All electric and storm water utility lines will be underground. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE a) Building: Existing 1.18 % Proposed 1.18 % For this project, there is no new "building", therefore, there is no building lot coverage change. b) Overall (building, parking, outside storage, etc.): Existing 37.21 % Proposed 38.08 % Changed by covered Pathway around the perimeter of the field (5,373 GSF in South Burlington). c) Front yard (along each street): Existing % Proposed % - There is no change to the buffer preen belt between Spear Street for the length of the subdivision (eastside of the lot abutting Spear Street) for either protect. 9) COST ESTIMATES — Estimated total cost of project (cities of Burlington and South Burlington) is $2.7M. The split between the municipalities is based on the ratio of new manmade surfaces in Burlington versus South Burlington (72/25 ratio). a) Building (including interior renovations): $ -0- b) Landscaping: $ -0- No landscaping required - waiver request will be delivered early next week d) Other site improvements (please list with cost): Athletic Field Improvement Budget 75.0%- 25.0% Burlington South Burlington TOTAL General Topsoil removal, grading $56,250 $18,750 $75,000 Playing Field Artificial Turf and E-layer $625,695 $208,565 $834,260 Field sub -base 18" crushed $75,000 $25,000 $100,000 Enca drain $3,750 $1,250 $5,000 Liner $26,250 $8,750 $35,000 Perimeter Sub -base 18" crushed $15,000 $5,000 $20,000 Cast -in -place concrete $60,000 $20,000 $80,000 Drainage Field under drains $75,000 $25,000 $100,000 Perimeter drains $30,000 $10,000 $40,000 Storm drainage/retention $37,500 $12,500 $50,000 Water/plumbing General plumbing $11,250 $3,750 $15,000 "Wetting Field" Automatic Sprinkler System $37,500 $12,500 $50,000 Fencing/Barriers 15' high end -line fences $7,500 $2,500 $10,000 4' high fence to Spear Street $1,260 $420 $1,680 Brick retaining wall and footing $75,000 $25,000 $100,000 TOTAL CONSTRUCTION BUDGET $jjZLW $$1,515,940 10) ESTIMATED TRAFFIC - No change to existing conditions. This proiect's purpose is to improve the field from current conditions. providing a field that meets NCAA competition specifications. The number of spectators at any given practice or game is not expected to increase from current activities. However, it is expected that there will be an additional 7 - 10 sanctioned games held at this field. The University current capacity for spectator events is significantly larger than the demand for this field. For example, the University has capacity to meet the demand for both ice hockey and basketball in the winter months. The use of this field will be in the fall and spring so for the activities at this field, the existing transportation infrastructure has capacity to meet the needs. Therefore, this field improvement should not impact or create an increase to traffic or conqestion in this area. a) Average daily traffic for entire property (in and out): Not Applicable b) A.M. Peak hour for entire property (in and out): Not Applicable c) P.M. Peak hour for entire property (in and out): Not Applicable I i) PEAK HOURS OF OPERATION. 3:00 AM - 7:00 PM weekdays 11:00 AM - 6:00 PM weekends Peak hours of operation will remain as existing conditions. 12) PEAK DAYS OF OPERATION: Mid August through early November — possible 7 days a week Mid February through early May — possible 7 days a week Summer use will be limited — possible 7 days a week 13) ESTIMATED PROJECT COMPLETION DATE: December 2003 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 (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 A0. 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. SIGk4ATURE OF APPLICAN -e-- lxt" SIGNATURE OF PROPERTY OWN Do not write below this line DATE OF SUBMISSSION: I have reviewed this preliminary subdivision plat application and find it to be: Complete ) r I Incomplete C Di c or of Planning & Zoning or Designee 4at SBurl - Athletic Prelim Plat -no lights#1.doc Attachment I — Preliminary/Final Plat UVM Athletic Field Improvement PROJECT DESCRIPTION The University of Vermont is proposing to improve a portion of the existing conditions of the Archie Post Field Complex within the Athletic Campus. NOTE: The Archie Post Field Complex is defined as University athletic properties south of the Gutterson Field House and Guicciardi Fitness Center. The project team is comprised of University representatives; Gossens Bachman Architects based in Montpelier, VT; Engineering Ventures Inc. based in Burlington, VT; and Krebs & Lansing Consulting Engineers, Inc. based in Colchester. Through the association with Gossens Bachman Architects, the University has incorporated Athletics needs assessment into a comprehensive conceptual plan for the exterior field complex. The completion of all components of the exterior conceptual plan is dependent upon external philanthropy. An anonymous donor has offered to fund the Athletic Field Improvement to the Archie Post Field Complex as specified in this application. The project improvements include an artificial turf field, running north to south, parallel to Spear Street, contiguous to the south entrance to Gutterson Field House. There will be a variable height gated fencing (mostly 4 feet with 15 feet behind goals) around the perimeter of the field, connecting to the existing fencing to keep spectators and balls contained. Multiple fencing materials will be used including vinyl coated dark green chain link and brick wall at the west side by the spectator seating. The proposed field will be approximately 92 feet from the centerline of Spear Street, and have the following dimensions, 236 feet x 404 feet or 95,558 square feet of which 22,849 square feet is within the City of South Burlington. There will be a covered walkway (concrete) around the perimeter of the field, inside the fencing. The playing field will be composed of an artificial turf product called AstroTurf 12-XL. This is a permeable, vertically draining, playing field composed of a knitted nylon playing surface, a protective shock pad made up of 90% recycled tires, a gravel base, and an associated stormwater drainage system (see stormwater information below). Current conditions at the Archie Post Field Complex include a 300-seat portable bleacher system and another 500-seat permanent bleacher system. Under this proposal the 300-seat portable bleachers will be eliminated and the 500-seat bleachers will be permanently turned around to face east located within City of Burlington boundaries at the improved turf field. Upgrades to the existing exterior Archie Post Field public announcement (PA) system is expected to improve the quality of the sound and provide better directional control, an improvement that should benefit the neighbors. Completion of the improved field will include removal of an existing non -permeable track surface from the project site. This running surface is severely worn and is no longer an adequate surface for recreational or intercollegiate use. As part of the removal of the track (located in City of Burlington), and preparation of the site for the improved field, any removed soil shall be relocated to the southeastern corner of Archie Post Field to improve drainage conditions, and to ensure safer recreational, athletic, and intramural activities. This area shall remain natural grass and serve recreational field play. Replacement of the running track is part of future phases of the conceptual plan. As is the case with the current grass field, the upgraded artificial turf field at the Archie Post Field Complex will be used by a diversity of users. The UVM varsity teams use this field area for practice and competition, the general student body, faculty, and staff for recreational and intramural activities, and community groups for such events as the Special Olympics, Burlington International Games, and the Vermont Principals Association (local high school championships). The University anticipates that there will be approximately 15 — 20 intercollegiate games (field hockey, men's and women's lacrosse) played on this field each year, expanding the current uses of 8 — 10 Page 1 intercollegiate field hockey games. Currently these activities average approximately 150 spectators and in some cases have been up to 500 people. Note that with the repositioned bleachers, adequate seating will now be provided. UVM expects that this level of spectators will continue at this field. These contests will typically occur in the fall (between the start of school year and early November) and the spring (between early March and early May). All practices and games will be played during the day at this time although future phases anticipate installation of exterior lighting upon funding availability. The installation of the new permeable turf field (95,558sf) and concrete perimeter edging (12,910sf), and the removal of the existing impermeable track (53,630sf), will result in a reduction of impermeable surface at the site by 40,720sf. Field underdrains and perimeter drains will be installed to prevent frost heaving of the soils below the field. Pre and post development stormwater flows for the site have been evaluated and attenuation will be provided in subsurface pipes and crushed stone along the edges of the field as necessary. For improved athlete safety and playability, artificial turf athletic fields should be wetted prior to playing games on them. A playing field wetting system will be used which includes (6) watering devises located at the (4) corners of the field and at the (2) midpoints of the field, which will apply 2mm of water to the playing surface in 6 minutes. The devises will be recessed when not in use and will pop up when necessary. An infrared safety detection system will be used to automatically shut the devices off if anyone is detected on the field. All utilities and public services such as, electric, water, sewer, stormwater, fire, and police services will be provided by the City of Burlington and the University of Vermont. The procedures recommended by the Vermont Handbook for Soil and Sediment Control on Construction Sites will be followed. The University will require the contractors to control dust during construction by the use of water or calcium chloride. The construction of the project will not generate smoke. Recommended procedures will be followed to control dust, to minimize impact on the South Burlington neighbors. A grading and erosion control plan will be followed. At the completion of the project the entire site will be stabilized with artificial turf and grass. Lot coverage for the Athletic Campus in both cities is 35%. Upon completion of this project, lot coverage will be reduced to 32.71 % primarily due to the removal of the existing track that was an impervious surface and considered covered. In South Burlington there will be a minimal increase in overall lot coverage due to the covered perimeter walkway from 37.21 % to 38.08%. (The track is within the boundaries of Burlington). The existing fifteen feet of vegetative buffer along the eastside of Spear Street (in South Burlington) will remain as is. Key changes to the existing conditions include providing a field meeting NCAA specifications by the installation of artificial turf where natural grass has existed. This is a critical first step in improving the field conditions of a first rate public institution. With this improvement, University athletes will no longer be at a serious disadvantage in their division play since all but a handful of institutions have a synthetic turf to practice and compete on and host play off competitions. Upon successful permitting of the project with the cities of Burlington and South Burlington and the State, it is expected that construction will take between 3 and 4 months with expected completion by December 2003. Campus Planning Services Proj Desc-Turf Field-SBur final plat -no lights.doc — 7/3/03 Page 2 Attachment II UVM Athletic Field Improvement List of all Abutters and Mailing Addresses University owned properties to the north, west, and south of this subdivision. The following list represents all abutters, including all privately owned Spear Street residential neighbors: Pamela Storey & James Thompson 74 Spear Street SouthBurlington, VT 05403 Marcella Peden, Trustee 82 Spear Street South Burlington, VT 05403 Cornelius J. Carr 88 Spear Street South Burlington, VT 05403 Gerald & Patricia Divincenzo 96 Spear Street South Burlington, VT 05403 Joann P. Nielson 100 Spear Street South Burlington, VT 05403 Garth & Clara Peterson, Trustees 106 Spear Street South Burlington, VT 05403 Peter & Sylvia Tousley 112 Spear Street South Burlington, VT 05403 Albert & Ruth Reynolds 126 Spear Street South Burlington, VT 05403 Armin Grams Frederick & Patricia Cianci 134 Spear Street 188 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Walter & Nancy Antos, Trustees Rebecca Blodgett 140 Spear Street 210 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Ronald & Radetta Nemcosky George Passage, Jr. 148 Spear Street 220 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 John Lucas Hauman Dieter Gump, Trustee 156 Spear Street 226 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 City of South Burlington Mary & Jan Rozendaal 160 Spear Street 233 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Tommy & Monica Devino Elizabeth Orr 168 Spear Street 234 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Khoi & Catherine Nguyen Kathie Desautels 170 Spear Street 238 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 Mitchell & Sonja Hinsdale Burlington Country Club 184 Spear Street 568 South Prospect Stree South Burlington, VT 05403 Burlington, VT 05401 t!J II GENERAL NOTES: 1. THE COWRACTDR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALI TAKE TES TO ALL UTCONNECTIONSTCONNECTIONSRR CONNECTIONS AND OIOE MARKED -UP AS -BUILT PLANS FOR ALL UTILITIES SHOWING TES TO CONNECTIONS, BENDS, VALVES.LENGTHS OF LINES AND INVERTS, AS -BUILT PLANS SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED. 2. UNDERGROUND UTILITIES ARE SHOWN FROM FIELD LOCATION IF POSSIBLE. OTHERS ARE SIM FROM RECORD DATA THEIR EXACT LOCATION MAY DIFFER FROM THAT AS SHOWN. AND OTHERS MAY EXIST. 11 1. THE PLANS SHOW SOW KNOWN SUBSURFACE STRUCTURES. ABOVE-GROUNO STRUCTURES IMIOR UTILITIES BELIEVED TO EXIST N THE WORKING AREA, EXALT LOCATION OF WINCH MAY VARY FROM ME LOCATIONS INDICATED. IN PARTICULAR. THE CONTRACTOR 6 WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCA71ON OF SUCH PIPELINES SUBSURFACE STRUCTURES AND/OR UTILITIES N THE AREA MAY BE SHOWN OR MA10 Y NOT BE 4Mh. AND IT SIA L BE HIS RESPONSIBILITYTO PROCEED WITH GREAT CARE W EXECUTING ANY WORK CALL DIG SAFE 48 HIM PRIOR TO DIGGING. DRILLING OR BIA.STING. 4. THE ENGINEER STALL BE NOTIFIED IN WAITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. T1E CONTRACTOR'S WORK SMALL NOT VARY FROM THE PLANS WITHOUT OE EXPRESSED APPROVAL FROM THE ENGINEER. 5. THE CONTRACTOR 5 66TRIIMO TO COOPERATE WITH ANY AND ALL OTHER CONTRACTd6 PERFORMING WORM ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 6. TIE CONTRACTOR SHALL RESTORE LAWNS. ORMWAYS, CULVERTS, SIGNS AND OTHER PUBLIC DR PRIVATE PROPERTY DAWNED OR REMOVED TO AT LEAST AS GOOD OF CONDITION 75 BEFORE DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES SNUBS AND/DR HEDGES SHALL BE REPLACED AT THE CONTRKTOR'S EXPENSE. 7. THE CONTRACTOR SINLL COMPLY WITH ALL REQUIRED PERMITS. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS INSPECTIONS. CERTIFICATES. ETC. 9. THE CONTRACTOR WILL PROTECT EXISTING PROPERTY LINE MONU IENTATION. ANY MONUMENTATION OWURSED DR DESTROYED. AS AWAO BY THE ENGINEER OR OWNER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A VERMONT STATE LICENSED LAND SURVEYOR. 70. IT 6 THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL RAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED TO DETERMINE UNDERGROUND CONDITIONS. 12. ALL TRENCH EXCAVATION AND ANY REINED SHEETING AND S40ROC SHILL BE DONE N ACCORDANCE WITH THE LATEST OSHA REGULATIONS FOR CONSTRUCTION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATENNG AND THE WANTEIWDE OF SURFACE DRAINAGE OURNG THE COURSE OF WONL 14. ALL UTEItY WORK IM VING CONECIONS t0 DZrMC SYSTEMS S ALL BE COOROWTEO WITH NAIL ENGINEER AND THE UTILITY OW/ER. NOTIFY THE ENGINEER AND THE UTLRY OWNER 24 HOUI6 BEFORE EACH AND EVERY CONNECTION TO EX610G SYSTEMS 6 WOE. 15. MAINTAIN FLOW FOR ALL EXISTING UIILITIES 16. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTUTES. VERIFY EXISTING UTIUTY INVERTS AND NOTIFY ENGINEER IF ANY VARIATION FROM THE PLANS 6 RECAPPED. 17. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS UILESS NOTED OTHERWISE ON Tit DRMIrM 18. CONTRACTOR TO GRADE ALL AREAS ON THE STTE TO PROVIDE POSITIVE ORANACE. UTILITY NOTES: t.) INIORMATION REGARDING THE LOCATION OF EXISTING UNDERGROUND UTILITIES 6 A COMRLATIDN OF THAT FOUND IN THE FIELD AND THAT SHOWN ON PREVIOUS BANS AND SHILL NOT BE CONSIDERED AN AS -BUILT PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING UTILITY LOCATKINS PRIOR TO COMMENCING WORK. NOTIFY ENGINEER OF ANY 0ISCREPANCY BETWEEN URUTIES AS SHOWN AND AS FOUND. CONTRACTOR SMALL NOT" DIGSAE PRIOR TO ANY EXCAVATION STORMWATER BASIS OF DESIGN 1. STGLMWATER DESIGN BASED ON TYPE 1 24-HOUR RAW ALL FOR THE 25 YEAR RECURRENCE INTERVAL. 2. ZERO NET INCREASE IN PEAK DISCHARGES FROM THE SITE HAS BEEN M1NTA+ED. 3. 570RUWATER RETENTION WILL BE PROVIDED N THE 187 PERIMETER DRAIN AND N THE 1 1/2' STONE SURROUNDING THE PIPE. TOTAL RETENTION VOLUME TOM TO 10,800 CF. 4. OLTLET STRUCTURE FITTED WITH A 6' LOW FLOW ORIFICE AND OVERFLOW VIEW WILL OJNTROL THE RATE OF 06QARGE FROM THE SITE LEGEND EXISTING FEAIUES PROPOSED FEATURES PENCE 10, U71UTY POLEAKES A' 9 SEWER MANHOLE + FIVE MM"T CATO4 BASH r CLEAM OUT . 100.5' SPOT ELEVATION A ANxi3' PROPERTY LINE CONTOUR —IOD SWALE — .. _.._.._._....._.._ SANITARY SEVER LINE STORM WATER LINE WATERLINE _._____._.......... UNDER DR1N GAS MAN _.._.__._......._.... UNDERGROUND ELECTRIC — UDERFRU,ID CONDUIT —. TREE — N GRAPHIC SCALE t u �( IN FEET 1 inch = 50 rL FOR PERMIT UI 2003 G O S S E N S B A C H M A N ARCHITECTS 85 Granite Sh90 Lane Montpelier, Vermont 05602 a 802.229.1654 F $02.229. 4822 ENGINEERING "VENTURES INC .GX I'lynn:\vmue 6uiN lA, BurlinpNa YT06101 10. 802.863,6225 P 802.963.6306 Ei Wioeer4VANMmA OWNER The University Of Vermont 109 South Prospect Street Burlinggton, Vermont 05405 Tel: 802-6 1B-3208 Fax:802-656-8895 PROJECT UVM Athletic Field Improvements 147 Spear Street Burlington, Vermont ZECEIVED JUL 0 9 2003 Job Numbef. 02116.1 File Name: Base, wg Snle: 1'=50' 'DJ May 5, 2003 PROPOSED GRADING AND UTILITY PLAN C 13 I APLE STREET- _I `L/`'1 y I�1 \ �. ... •�+��= � ran`' }la� `. .�. �. <%/ � I I �, � ?r A�V�VI \ . l•) 1 A4 °I ul�'�-•_r.-<.`ll y `�`1 y r � -rl\ -..% /� J .I }.Y. III. \ II\ }\ . "r/ ,• ,�( r." t.� �. I 14 1 .� �✓/ _11 ���/ 1 t III 1 ltli If 11\\ ��/ - ry , .r?r. ••_,/f � + li=' _ '" .i i i 1 r / `Ilia\}�—.7 }' + -�- ' •S r,dr �/��rr,rJ/\Ij�I •\ i` "`�7)q//'rrr'ir r✓ ��`'i^���-`_�� � lu �' _ ��', t // / / /Jf}I/(I(L .:1 '�••- rglll{'l- Y .. eI 1 e+.< II{ CLIFF STREET ' , � ? /_r -�— I�„ _ \ -Tj � + 11 I. t•I II- \ � j i a 1 `• ::r N I l ,. � -\re5.. ��"", �� ; \}I --Y.. !� ,.1'x"M" ,. - ` I .I '� t oM 11 ,r of, o � 'D 1 rtfl • _.. 2- --- II `' J - `'_ 1 1. ` . � (1 1 t /-i I" r, •-� )JI II !( /�. �. i'. r I � 7 �-c-^�'' I •,.V,`s?%a d t. �I // c/�' ` '� �^'�Y/ � ,�y,l�� �/1 J ' qul, '✓%//6�9f! 1-r r`c--t� \ 2 - � ?l'y/y� � _. - a� ",�•:�' ^_". /• �/i h h-- a -(rA� , f�llp, f � z . !/�i' \ „ . \ \ I �/1' L I n a BURLINGTON ZONING NOTES: 3�<, , r'f sI OWNER: UNIVERSITY of vERNONTMIRUt QDUM CLUB cpp, Q 2. ZONE: UdrERSIIY G1NPUS - Uc J itf'—zn " 3. AREA OF CONTIGUOUS Orel LAND IN EIURLKTON SEE SOUTH BLMIINGTON 20NNG NOTE 3 j. 11) 4. AREA OF TURF FIELD PROPOSED IN DORLNGTON: ®72.709 SFJr/ nl 5. AREA OF CONCRETE EDGE PROPOSED N BURLINGTON, 7.537 IF o Ic 6. AREA OF EXISTING TRACK TO BE REMOVED IN BURUNGi0N6 53,630 SF N 1 0 a � r17 Lri LOCATION MAP SCALE: NTS I / \� r7 ---- u"""""n,x`0 II1RF ATHLETIC FIELD WITH CONCRETE EDGE. ECT LAllTS /R E C EI V E NIG DtACK i0 8E REIOK0 / t (MACK TO 9E RELOCATED IN FUTURE PHASL ENTIRELY LOCATED N ME CITY Or IAARINGTON.) I .J U L 0 9 2003 I ity of So. Burlington i SOUTH BURLINGTON ZONING NOTES: I. OWNER. UNIVERSITY OF VERMONT 2, ZaNl: N$mu1gWL AND AGRICULTURAL - u 3. AREA OF CONTGUIUS UVM LAND IN SOUTH DURUNCTpt MREMVANG IMI Lw0 IN BURLKTON „{ \ 1. AREA OF TURF FIELD PROPOSED IN SOUTHBURUNGTOL �22,849 IF S. AREA OF CONCRETE EDGE PROPOSED N SOUTH BURLINGTOk SX3 IF III, AREA OF EXISTNG TRACK TO RE REI/DVEO N SOUTH BURLINGTON: 0 IF N GRAPHIC SCALE FOR PERMIT RE,' ONLY ' o ( IN FEET) JUd 2003 1 inch = 200 rt IG O S S E N S B A C H M A N ARCHITECTS 35 Grenile Sled Lane Montpelier, Vermont 05602 P .2 229 16U F 802.229.4822 ENGINEERING VENTURESINC I :1I FIy,tA-, I,,1--, Bwq" VT05*I tel. 802.863.6225 Fax 802.863.6306 Eris—nngVee -.. OWNER The University Of Vermont 109 South Prospect Street Burlinggton, Vermont 05405 Tel: 802-656-3208 Fax:802-656-8895 PROJECT UVM Athletic Field Improvements 147 Spear Street Burlington, Vermont Revisiow. Job Number. 02115 File Neme: Bam.dwg Scale: 1• = 200 Dale: February 19, 2DO3 EXISTING CONDITIONS & OVERVIEW PLAN CLO The UNIVERSITY of VERMONT CAMPUS PLANNING SERVICES July 3, 2003 South Burlington Planning Department 575 Dorset Street South Burlington, Vermont 05403 Attn: Juli Beth Hoover, Director, Planning & Zoning Department RE: UVM Athletic Field Improvement Project — UVM Athletic Campus 147 Spear Street Dear Juli Beth: The University of Vermont is following up on the Sketch Plan submittal, dated February 19, 2003. The University has incorporated or further clarified the project in the attached "Application for Preliminary/Final Subdivision Plat Review" submittal. At this juncture, the University has removed the lighting of the field due to budgetary constraints and to expedite the project. The University anticipates that the lighting of the field will be pursued in future phases. As a Planned Unit Development (PUD), the University has interpreted the subdivision boundaries to be UVM owned contiguous lands. The subdivision boundaries are bounded by Burlington Country Club to the south, Spear Street to the east, UVM owned property in Burlington to the west, and Main Street to the north. A brief synopsis of the project follows: UVM Athletic Field Improvement Project — The University is proposing to upgrade a portion of the Archie Post Field Complex located south east of Gutterson Field House and the Guicciardi Fitness Center. The boundaries of the project will be in both the cities of South Burlington and Burlington. The proposed field will be 95,558 square feet of which 22,849 square feet is within the City of South Burlington. The new playing field will meet NCAA specifications and be composed of an artificial turf with relocated bleachers for spectators and an improved public announcement system. All utilities and public services will be provided by the City of Burlington and the University, such as electric, water, sewer, storm water, fire and police services. Refer to Attachment I — UVM Athletic Field Improvement PROJECT DESCRIPTION for a more complete description of the project. PROJECT PURPOSE: To upgrade the playing field to meet NCAA specifications by providing quality facilities and field conditions for competitive team sports. Please find attached the final plat application fee of $1020, the Application for Preliminary/Final Subdivision Plat Review, and site plans. The landscape waiver request will be delivered early next week to go with this application. 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 Fqual t111p01-nuaitp' Affinnativc Al rion Finplom- 0 Upon your receipt and review of the attached materials, please provide a written response that your office considers this application complete. Should you have any outstanding issues not addressed in the attached materials, please let me know as soon as possible. Sincerely, _ MIA Linda Seavey UVM Director, Campus Planning Services Attachments: Application fee — check for $1020.00 Application for preliminary/final plat Review — UVM Athletic Field Improvement Project Attachment I: UVM — Athletic Field Improvement Project Description Attachment II: List of Abutters and Addresses Building & Site Plan Set — 5 sets full size and 1 set 11" x 17" SBurl Athletics Final plat cover-final.doc CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\uvm\athleticfields\sketch.srp.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: March 25, 2003 Plans received: February 19, 2003 UVM ATHLETIC FIELD - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-03-12 Meeting date: April 1, 2003 Owner/Applicant Architect University of Vermont Gossens Bachman Architects c/o Linda Seavey, Campus Planning Services 85 Granite Shed Lane 109 South Prospect Street Montpelier, VT 05602 Burlington, VT 05405 Engineer Property Information Engineering Ventures, Inc. Tax Parcel 1810 00000 N 208 Flynn Avenue, Suite 2A Volume 3, Page 165 Burlington, VT 05401 IA District ±14.43 acres (in South Burlington) Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc The University of Vermont, hereafter referred to as the applicant, is requesting sketch plan approval for a Planned Unit Development (PUD) consisting of a proposed 81,400 sq. ft. athletic field with artificial turf, 15,400 sq. ft. of which falls within the City of South Burlington. The subject property contains approximately 14.43 acres located in South Burlington. The South Burlington portions of the property are located in the Institutional and Agricultural (IA) District. Associate Planner Janet Hurley and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 20, 2003 and have the following comments. Staff has reviewed this sketch plan application according to the proposed Land Development Regulations, which were warned on March 1, 2003, for public hearing on April 7, 2003. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres ±14.43 acres �l Min. Frontage 200 ft. >200 ft. Max. Building Coverage 30% <20% �l Max. Overall Coverage 50% <40% 4 Max. Front Yard Coverage 30% unknown �l Min. Front Setback 20 ft. >20 ft. �l Min. Side Setback 10 ft. >10 ft. 4 Max. Height 1 35 ft. I unknown q zoning compliance A information not provided Section 3.06(H) of the proposed Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right-of-way and the balance of the lot. The proposed athletic field project will not affect front yard coverage or landscaping. Staff notes that the applicant's proposal for an adjacent parking facility will need to address the front yard setback issues. If outdoor lighting exceeds 35 ft. in height, the applicant must obtain conditional use approval from the DRB. Staff notes that the height of the exterior lighting is not indicated. Pursuant to Section 30.7(D) of the Land Development Regulations, the maximum height of any structure (other than a pitched roof structure) shall be 35 ft. Staff notes that any light poles taller than 35 ft. may be approved by the DRB as a conditional use pursuant to Section 3.07(G). CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc Institutional & Agricultural District Section 7(F)(1) requires properties in the IA District west of Spear Street and north of Quarry Hill Road maintain an undeveloped area for a minimum of 65 ft. between the boundary of an adjacent residential district and any new non-residential structure. The plans show that the proposed artificial turf athletic field will be further than 65 ft. from the zoning district boundary, which occurs at the center of the Spear Street right-of-way. The proposed field is 92 ft. from the Spear Street center line. An existing line of trees along the easterly property boundary provides suitable screening in accordance with Section 3.06 offering a buffer from residential uses. PLANNED UNIT DEVELOPMENT STANDARDS 2. The applicant's preliminary plat application shall comply with the requirements for preliminary site plan review pursuant to Section 14.05 of the Land Development Regulations. Section 15.05(B) of the proposed Land Development Regulations advises applicants that preliminary PUD applications must include relevant site plan application requirements pursuant to Section 14.05. Sidewalks & Recreation Paths Section 15.13(M)(1) of the Land Development Regulations requires sidewalks and/or recreation paths on both sides of arterial streets at locations to be determined by the DRB. Staff notes that there is an existing recreation path along the easterly property boundary. 3. The plans must be revised to indicate all electrical lines, which must be underground. No water or wastewater services will be required for the new athletic field. Pursuant to Section 15.13(E) of the Land Development Regulations, all electric and outdoor lighting systems must be underground. The sketch plans do not show electrical utility details, although outdoor lighting of the field is proposed. 4. The preliminary plat application must include stormwater drainage details, which demonstrate compliance with the Vermont Stormwater Management Manual. Section 15.13(F) of the Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. The applicant has indicated that the installation of the new field and the removal of the existing track will result in a net increase of 27,770 sq. ft. of artificial surface within the athletic field area. Stormwater details have not yet been provided, but the applicant has indicated that any increase in stormwater flows will comply with the Vermont Stormwater Management Manual. PUD Review Standards Pursuant to Section 15.18 of the proposed Land Development Regulations, PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc As already indicated water and wastewater services are not proposed. (b) 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. In addition to stormwater drainage details, the plans must include acceptable details of erosion control measures to be used during and after construction. Staff notes that the proposal must adhere to standards for erosion control as set forth in Section 16.03 of the proposed Land Development Regulations. In addition, the grading plan must meet the standards set forth in Section 16.04 of the regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. 5. The applicant's parking analysis for the adjacent parking facility proposal should anticipate the increased use of the athletic field, and the applicant should provide details about how the adjacent parking facility will accommodate parking needs for games. According to the applicant, currently 8 to 10 intercollegiate games are played on the existing field each year. The applicant has indicated that there will be between 15 and 20 intercollegiate games played on the new field each year. This is an increase of 7 to 10 games per year. The applicant also estimates that between 150 and 500 spectators may attend each game. The applicant has also submitted a proposal for a new parking facility adjacent to the athletic fields. Staff notes that the applicant will need to provide an extensive analysis of traffic impacts of the new parking facility. This analysis should anticipate the increased use of the athletic field, and the applicant should provide details about how the adjacent parking facility will accommodate parking needs for games. (d) 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. No wetlands, streams, wildlife habitat, or unique natural features are known to be present on the site. (e) 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. Section 7.01(A) indicates that university related uses should be integrated "into the City's overall land use pattern through the use of appropriate site planning techniques that promote a beneficial pattern of access, circulation, landscaping, and pedestrian connections between University properties and adjacent neighborhoods." The subject site has long contained a track and athletic fields; however, increased use of the area is anticipated. In addition, the applicant has indicated that outdoor lighting will be provided for evening games on the new field, which may occur between 7:00 and 11:00 PM during the spring and fall seasons. An established tree line along the easterly property boundary provides appropriate screening from adjacent residential uses. Provided the proposed lighting complies with City guidelines and regulations, Staff believes that the project is compatible with existing development in the area. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc (f) 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. Some natural ground cover will be replaced with artificial turf, which the applicant has indicated may be underlain by an impermeable turf substrate. The effects on the open space character of the athletic fields will be minimal. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not believe that the proposed changes to the athletic fields on the site require review by the South Burlington Fire Department. Fire Chief Doug Brent has noted that the City of Burlington has jurisdiction for emergency response to the subject property. (h) 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. An existing recreation path runs along the easterly property line. Stormwater and electrical utility plans are not yet provided. No new landscaping is proposed. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 6. The applicant must provide exterior lighting details, which demonstrate compliance with Section 13.07 of the Land Development Regulations. Utility and lighting plans have not yet been provided. The applicant has indicated that exterior lighting will provide an illumination level of 30 foot-candles and a uniformity ratio of 2.0. The applicant also indicates that fixtures will be designed to minimize light spillage and glare. Lighting details, including a point by point illumination analysis, should be submitted concurrent with preliminary plat application. The lighting plan should be prepared by a qualified lighting design engineer and should document the need for the level of lighting provided. The lighting plan must comply with Section 13.07 of the Land Development Regulations. Q) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The project appears to be consistent with the goals and objectives of the 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: (a) 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. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc The proposal does not directly involve structures or parking facilities. Adequate pedestrian facilities and landscaping are existing on the site. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposal does not directly involve or parking facilities. Staff has indicated that the applicant will be providing a traffic analysis of the adjacent proposed parking facility, which should address the needs of the improved athletic field. (c) 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. No buildings are proposed. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that the plans must be revised to include utility details, and that utilities must be underground. (e) 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 proposal does not involve any buildings. (f) 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 existing track will be removed and the site will be extensively regraded to offer a flatter surface for the new athletic field. No changes to existing buildings or roads are proposed. 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: (a) 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 subject site is part of a much larger site containing multiple university offices and facilities. The applicant is currently pursuing approval of an expanded parking facility on the subject parcel. Existing Spear Street curb cuts will be retained and University Heights will be upgraded to provide access onto Main Street in Burlington. Interior connections to Prospect Street in Burlington will also be provided. CITY OF SOUTH BURLINGTON 7 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\sub\uvmlathleticfields\sketch srp doc (b) 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. Staff has already indicated that details on utility services to the new field need to be provided. (c) 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). No solid waste facilities are shown. Staff notes that dumpster sized solid waste containers are not necessary for the proposed athletic field. Parking 7. The plans should be revised to indicate bicycle parking facilities associated with the site. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The plans should be revised to indicate bicycle parking facilities associated with the site. 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, and street tree plantings shall be required for all public streets in a PUD. Section 13.06(C) requires landscaping and/or screening whenever two adjacent uses are dissimilar. Furthermore, Section 13.06(C)(3) requires landscaping to be designed to minimize erosion and stormwater runoff. No new landscaping is proposed; however, the plans show an established line of street trees along the easterly property line. As indicated already, details of stormwater and erosion control plans have not yet been provided. The DRB will need to determine whether existing landscaping at the site is sufficient to provide the required screening. 8. The applicant must submit a proposed landscape budget in accordance with Section 13.06(G)(2) of the Land Development Regulations. Alternatively, the applicant must submit a request for a waiver from landscape cost requirements. Pursuant to Section 13.06(G)(2), a landscaping budget shall be prepared by a landscape architect or professional landscape designer. Required costs are based on construction costs. Accordingly, the applicant must submit a proposed landscape budget. If the applicant desires a waiver from landscape cost requirements, a request for a waiver should be submitted. CITY OF SOUTH BURLINGTON 8 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\sub\uvm\athleticfields\sketch srp doc Staff recommends that the applicant address the numbered items in the "Comments" Section of this report to the satisfaction of Staff prior to submission of a preliminary plat application. Respectfully submitted, q&OA*- JaKet M. H rley, Ass late Planner Copy to: Linda Seavey, Director of Campus Planning Services Attachment I UVM Athletic Field Improvement PROJECT DESCRIPTION The University of Vermont is proposing to improve a portion of the existing conditions of the Archie Post Field Complex within the Athletic Campus. NOTE: The Archie Post Field Complex is defined as University athletic properties south of the Gutterson Field House and Guicciardi Fitness Center. The project team is comprised of University representatives; Gossens Bachman Architects based in Montpelier, VT; Engineering Ventures Inc. based in Burlington, VT; and Krebs & Lansing Consulting Engineers, Inc. based in Colchester. Through the association with Gossens Bachman Architects, the University has incorporated Athletics needs assessment into a comprehensive conceptual plan for the exterior field complex. The completion of all components of the exterior conceptual plan is dependent upon external philanthropy. An anonymous donor has offered to fund the Athletic Field Improvement to the Archie Post Field Complex as specified in this application. The project improvements include an artificial turf field with exterior lighting, running north to south, parallel to Spear Street, contiguous to the south entrance to Gutterson Field House. The proposed field will be approximately 92 feet from the centerline of Spear Street, and have the following dimensions, 220 feet x 370 feet or 81,400 square feet of which 15,400 square feet is within the City of South Burlington. The playing field will be composed of an artificial turf product called AstroTurf 12-XL. This is a permeable, vertically draining, playing field composed of a knitted nylon playing surface, a protective shock pad made up of 90% recycled tires, a gravel base, and an associated stormwater drainage system (see stormwater narrative below). Current conditions at the Archie Post Field Complex include a 300-seat portable bleacher system and another 500-seat permanent bleacher system. Under this proposal the 300-seat portable bleachers will be eliminated and the 500-seat bleachers will be relocated permanently within City of Burlington boundaries at the improved turf field. Upgrades to the existing exterior Archie Post Field public announcement (PA) system is expected to improve the quality of the sound and provide better directional control, an improvement that should benefit the neighbors. Completion of the improved field will include removal of an existing non -permeable track surface from the project site. This running surface is severely worn and is no longer an adequate surface for recreational or intercollegiate use. As part of the removal of the track (located in City of Burlington), and preparation of the site for the improved field, any removed soil shall be relocated to the southeastern corner of Archie Post Field to improve drainage conditions, and to ensure safer recreational and intramural activities. This area shall remain natural grass and serve recreational field play. Replacement of the running track is part of future phases of the conceptual plan. As is the case with the current grass field, the upgraded artificial turf field at the Archie Post Field Complex will be used by a diversity of users. The UVM varsity teams use this field area for practice and competition, the general student body, faculty, and staff for recreational and intramural activities, and community groups for such events as the Special Olympics, Burlington International Games, and the Vermont Principals Association (local high school championships). The University anticipates that there will be approximately 15 — 20 intercollegiate games (field hockey, men's and women's lacrosse) played on this field each year, expanding the current uses of 8 — 10 field hockey intercollegiate games. Currently these activities average approximately 150 spectators and in some cases have been up to 500 people. Note that with the relocated bleachers, adequate seating will now be provided. UVM expects that this level of spectators will continue at this field. These contests will typically occur in the fall (between the start of school year and early November) and the spring Page 1 (between early March and early May). The majority of games will be played during the day, although selected contests will be scheduled at night. Generally, games will begin 7:00 P.M. or earlier. Practices, intramural, and recreational activities may be scheduled past this time, but the public announcement system will not be used and in all cases the lights will be turned off and activity, including post -event cleanup, will be completed by 11:00 P.M. minimally. Lighting will be installed to meet the Illuminating Engineering Society (IES) guidelines that meet NCAA specifications. The recommended lighting for outdoor NCAA (class ll) events will be energy efficient lighting with light level of 30 foot-candles, uniformity ratio (highest to lowest level light) of 2.0. The lighting fixtures will be metal halide lamps with cut-off louvers that are internal, behind the lens, glare/spill lighting controls to mitigate light spillage and unwanted glare. Preliminary design is for four poles (two will be located in South Burlington), each supporting multiple 1500-watt metal -halide light fixtures surrounding the playing field. The lights will be pre -aimed by the manufacturer for the most efficient light utilization focused only on the playing field itself, allowing minimal light spillage beyond the playing area for spectator lighting. To ensure that the lighting does not disturb the adjacent neighborhood, the improved field has been located close to the existing soccer field, away from Spear Street. This location takes advantage of the existing sloping topography toward Spear Street and the existing mature street trees, which will significantly screen light spillage. Light spillover by the light fixtures is less than '/2 foot-candle at 150 feet from the field. The installation of a new turf field and removal of the existing track will result in a net increase of roughly 27,770 square feet (81,400 SF - 53,630 SF) of manmade surface at the UVM athletic field area. Depending on the turf field substrate (either impermeable asphalt or an alternative permeable surface), there will likely be some increase in the post -development stormwater flows from pre -development conditions. However, the increase is expected to be minimal since the existing soils are predominantly clay and provide little capacity for infiltration of stormwater runoff. Any increase in stormwater flows will be attenuated on site (in surface or subsurface storage) in accordance with the attenuation requirements of the new State Stormwater Procedures and the City of South Burlington. All utilities and public services, such as electric, water, sewer, stormwater, fire, and police services will be provided by the City of Burlington and the University of Vermont. There will be no change in overall lot coverage. The existing fifteen feet of vegetative buffer along the eastside of Spear Street will remain as is. Key changes to the existing conditions include providing a field meeting NCAA specifications by the installation of artificial turf where natural grass has existed and the addition of lighting. This is a critical first step in improving the field conditions of a first rate public institution. With this improvement, University athletes will no longer be at a serious disadvantage in their division play since all but a handful of institutions have a synthetic turf to practice and compete on and host play off competitions. Campus Planning Services Proj Desc - Turf Field-final.doc — 2/19/03 Page 2 � C � I , I C ;�. 4k r Pit, 6 /'_ N'19" _ _ ' • ' ///� '.ice +--.+: � • ram, r4 ---- uAPLE STREET- - • -lL Ll Ili \ _ L ' � \`,\� ) \\�\1v <_'\ � •` '�,/ ♦��I,/; / Jai _l� �il�,���, LOCATION MAP � FAti1tMIAY—� ' .j SCALE NTS ap CLIFF AREA OF CONTIGUOUS UVM LAND IN SOUTH BURLINGTON ZONING DISTRICT: INSTITUTIONAL AND AGRICULTURAL (IA) IMPROVED ATHLETIC FIELD '11 - •• 'a - - - (81,400 SF TOTAL, 15,400 SF IN SOUTH BURLINGTON) t t PROJECT LIMITS EXISTING TRACK TO BE REMOVED �' ce -J �•.:... " - .. c- (53,830 SF TOTAL, 0 SF IN SOUTH BURLINGTON) (TRACK ENTIRELYLOCATED RE PHASES. E REL IN THE CITY OF BULRLINGTON.)FUTU t q i1P. { �+.4 Il I� Lit t • i— {� / // [ BURLINGTON COUNTRY CLUB N OVERVIEW SITEPLAN e 1w zq' 400 SCALE: , • = 200' SCALE: I' —200' ECEIVED FEB e 0 2003 G O S S EN S B A C H M A N ARCHITECTS as Oranllo snr.e Lan• Y onlpsliar Varmonl 05602 P e02.. VD. iW4 F 1102 729. 41$ ENGINEERING VENTURES INC MnlrAv 9s1Aetlyo.VTOW1 tr - 802.963.6225 ra 802.863.6306 FAV .,, � I OWNER The University Of Vermont 109 South Prospect Street BurYrrpton Vemront 05405 T,I 2a56.3208 Fez: 802-656-8895 PROJECT UVM Athletic Field Improvements 147 Spear Street Burington, Verrrortt Jm wrir. emu N— — SCMIL Aft. llnre Drp: FYfrury 19.20M OVERVIEW SITEPLAN C1.0 i g0610 40 _ o L R '1 sa fr1 1610 „r 0160 y 1 - rr 0610 o -- 640 00027I', 68 R R o ' �.= '�F 003 1 1 I 1 R 7 I, t 50• 150• _- 0610 i , 10 0 �r 0 R 1 a 003 _ i / 8 \'1 PROPOSEDr FIELD I H � - I� (4TOTAL) " - 1+ s 00 0610 IMP D _ 33 R._ � -NTH R - c— - �22Q 0) 0! - �,�, 640 -- 0 188� 0610 I _ RELOCATED BLEACHERS - _ - _ ' \ (WO SEATS) ��I I ��- R 00035 t — _ OSI 0610 I �^ 00037 "�t PROPOSED FIELD LIGHTS ' ( TOTAL)'1 � �b 1640 I 0 610 00039 j r 1/0610 I R 0 00041 00220 R _ I - R � I •. G III i � t _-- - 150"_— 0610 0 _ - 0043 R -I 1 40 - I 6 i _ a _ _ ► - R so 1 0610 0 _ 1] _ I i0 R _ L( 7O tso' � -- .- . �---,� 1 0 061 1 - O �0234 � s I -- - r 56 ------------- _ — -- - - �� _ 06 00238 --- ---- o -- 3 150' 233 N NOTES: PROPOSED SITEPLAN 0 2T sr i� J 1. LOT COVERAGE DATA: EXISTING AND PROPOSED LOT COVERAGE = 37.21 % SCALE: 1" = 50' SCALE: I" - 50' 2. UTILITY NOTE: SEE APPLICATION AND PROJECT DESCRIPTION (ATTACHMENT 1) CONCERNING SITE UTILITIES. ALL UTILITIES WILL BE PROVIDED BY THE CITY OF BURLINGTON AND UVM. ECEIVED FE3 2 0 2003 of So. Burlington G O S S E N S B A C H M A N ARCHITECTS es oranil. Snea Lana No nlpelier, Vermonl 05802 P BD2. 719. 1884 F BM. YA.� ENGINEERING VENTURES INC 2KA,..e-1WttLkIh `p.,. Vr1Mi M. fItM M3.6225 f— W2.363.6306 E-F— v— OWNER The University Of Vermont 109 South Prospect Street BuArKiton, Vermont 05405 Tel: 802-6, f 3208 Fax: 802-656-8895 PROJECT UVM Athletic Field Improvements 147 Spear Street Burlington, Veregnt Joe N—Aw 02115 F+e N— liaarleq SC.w Af WIWI D.W. F.Ix—y I%MW PROPOSED SITEPLAN C2.0 The UNIVERSITY °f VERMONT CAMPUS PLANNING SERVICES April 22, 2003 Dear Spear Street Neighbors The University of Vermont is proposing to upgrade a portion of the Archie Post Field located southeast of Gutterson Field House and the Gucciardi Fitness Center for the purpose of meeting NCAA specifications for competitive team sports. We invite you to a meeting scheduled for April 30 at 7:00 p.m. in the Hall of Fame room located in the lower level of the Patrick Gymnasium. This meeting will provide an opportunity for us to discuss the proposal and to receive your comments. Parking is available in the adjoining PFG lot. The project includes replacing the existing athletic field nearest to Spear Street with an artificial turf surface and exterior field lighting, as well as removal of the severely worn running track. The field will continue to support University Athletics and community events, such as Special Olympics, Burlington International Games and the Vermont Principals Association (high school championships). Exterior field lighting will meet NCAA standards for athletic field lighting. The new, energy - efficient light fixtures will be metal halide lamps with cut-off louvers that have internal behind the lens lighting controls to mitigate light spillage and unwanted glare. The lights will be pre -aimed by the manufacturer for the most efficient light utilization to focus only on the playing field itself, allowing minimal light spillage beyond the playing area for spectator lighting. To ensure that the lighting does not disturb the adjacent neighborhood, the improved field has been located close to the existing soccer field, away from Spear Street. Current seating conditions at the Archie Post Field complex include a 300-seat portable bleacher system and another 500-seat permanent bleacher system. Under this proposal the 300-seat portable bleachers will be eliminated and the existing 500-seat bleachers will be repositioned to the west side of the turf field, remaining within the City of Burlington's boundary limits. To orient you, we've enclosed a conceptual site plan for your review and consideration. We look forward to describing the project and to your comments and suggestions that will help to improve the facilities for the University Athletics Department and the community! Sincerely, Linda Seavey, Director V Campus Planning Services Enc. cc: Shirley Fortier, Assistant Planner, Campus Planning Services 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 f qual ( )ppoitunity %Attinnati�c A�uo❑ llmploycr cl.g g '� � � Cu,. a 3 �E• 3�� ,�' 7 S' I'III�III �I a � i 1 PROPOSED ATHLETIC FIELD LIGHT POLE EDGE OF HARDSCAPE EDGE OF ARTIFICIAL 1 WITH LOW FENCE (ARTIFICIAL TURF LENGTH: 386'-0") LIGHT POLE ° 0 '1FAADE �'i UNIVERSITY OF VERMONT- Scale: 1" : 100'-0- #SD-03-13 — University of Vermont Athletic Field PUD Tax Map 15 Cubicle 52 DRB 4/1/03 SKETCH PLAN CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNU4G & -YIONU-IG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 28, 2003 Linda 5eavey UVM Campus Planning 109 South Prospect Street Burlington, Vermont 05405 Re: Gutterson Parking Facility & Athletic Field Dear Ms. 5eavey: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. Please be Sure that Someone is at the meeting on Tuesday, April 1, 2003 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, Ray oJ. Belair Administrative Officer Encl. The UNIVERSITY Of VERMONT CAMPUS PLANNING SERVICES February 19, 2003 South Burlington Planning Department 575 Dorset Street South Burlington, Vermont 05403 Attn: Juli Beth Hoover, Director, Planning & Zoning Department RE: UVM Athletic Field Improvement Project — UVM Athletic Campus 147 Spear Street Dear Juli Beth: The University of Vermont is submitting an "Application for Subdivision Sketch Plan Review" to upgrade a portion of the Archie Post Field on the Athletic Campus. This project is located in both the cities of South Burlington and Burlington. As a Planned Unit Development (PUD), the University has interpreted the subdivision boundaries to be UVM owned contiguous lands. The subdivision boundaries are bounded by Burlington Country Club to the south, Spear Street to the east, UVM owned property in Burlington to the west, and Main Street to the north. A brief synopsis of the project follows.- UVM Athletic Field Improvement Project — The University is proposing to upgrade a portion of the Archie Post Field Complex located south east of Gutterson Field House and the Guicciardi Fitness Center. The boundaries of the project will be in both the cities of South Burlington and Burlington. The proposed field will be 81,400 square feet of which 15,400 square feet is within the City of South Burlington. The new playing field will meet NCAA specifications and be composed of an artificial turf with relocated bleachers for spectators, an improved public announcement system and energy efficient exterior lighting that will provide greater use of the field in outdoor seasons. All utilities and public services will be provided by the City of Burlington and the University, such as electric, water, sewer, storm water, fire and police services. Refer to Attachment I — UVM Athletic Field Improvement PROJECT DESCRIPTION for a more complete description of the project. PROJECT PURPOSE: To upgrade the playing field to meet NCAA specifications by providing quality facilities and field conditions for competitive team sports. Please find attached the Application for Subdivision Sketch Plan Review and site plans with requisite attachments. 109 South Prospect Street, Burlington, VT 05405-0016 Telephone (802) 656-3208, Fax (802) 656-8895 Equal Opportunity 1 Aftlmfmti�, Action Fnyloyer t" Upon your receipt and review of the attached materials, please provide a written response that your office considers this application complete. Should you have any outstanding issues not addressed in the attached materials, please let me know as soon as possible. Sincerely, v Linda Seavey UVM Director, Campus Planning Services Attachments: Application for Sketch Plan Review — UVM Athletic Field Improvement Project Attachment I: UVM — Athletic Field Improvement Project Description Attachment II: List of Abutters and Addresses Building & Site Plan Set, dated 2/19/03 (C1.0- Overview Site Plan and Locator Map, C2.0 Proposed Site Plan) — 5 sets full size and 1 set 11" x 17" Athletics Ph1 Cover-sburl submittal-2-03.doc CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SD- a3 - /Z APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW UVM Athletic Artificial Turf Field Project 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 #): UNIVERSITY of VERMONT 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 2) LOCATION OF LAST RECORDED DEED (Book and page #): Within this subdivison lot there are three records of deeds: • Northern portion — Mary Fletcher Hospital Tract, 1891: • Volume 31, Page 168 in City of Burlington — June 3, 1891 • Volume 3, Pages 165-166 in City of South Burlington — June 23 1891 • Middle portion — Buell Tract, 1921: • Volume 74, Page 549 in City of Burlington — July 6 1921 • Southern portion — Brownell Tract, 1923: • Volume 83, Page 570 in City of Burlington — October 24 1923 3) APPLICANT (Name, mailing address, phone and fax#) UNIVERSITY of VERMONT 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX 4) APPLICANT"S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple — 5) CONTACT PERSON (Name, mailing address, phone and fax#) Linda Seavev, UVM Director. Campus Plannina Services 109 South Prospect Street Burlington, VT 05405 (802) 656-3208 (802) 656-8895 FAX Page 1 6) PROJECT STREET ADDRESS: 147 Spear Street 7) TAX PARCEL ID# (can be obtained at Assessor's Office): Number 1810-00000 N and Number 1810-00799 N 8) PROJECT DESCRIPTION: Refer to Attachment I: UVM — Athletic Field Improvement Project Description for further details. a) Existing Uses on property (include description and size of each separate use): Existing fields used by UVM varsity team practice and competitions, general recreational and intramural activity, and community events. b) Proposed Uses on property (include description and size of each new use and existing uses to remain): Same athletic uses with additional NCAA sanctioned competitions. c) Total building square footage on property (proposed buildings and existing buildings to remain): Building square footage does not change by this project. Existing building footprint square footage is 7,248 within the boundaries of this subdivision. d) Proposed height of building (if applicable): Not applicable. e) Number of residential units (if applicable, new units and existing units to remain): not applicable. f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): All utilities and public services such as , electric, water, sewer, storm water and police and fire will be provided by the City of Burlington and the University. 9) LOT COVERAGE a) Building: Existing 1.18 % Proposed 1.18 % For this proiect, there is no "building", therefore, there is no building lot coverage change. b) Overall (building, parking, outside storage, etc.): Existing 37.21 % Proposed 37.21 % No change. c) Front yard (along each street): Existing % Proposed % - There is no change to the buffer green belt between Spear Street for the length of the subdivision (eastside of the lot abutting Spear Street) for either project. 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.): There are miscellaneous utility easements with the City of Burlington. The following agreements in South Burlington are: • Phase III Recreation Path License Agreement from UVM to the City of South Burlington, dated September 1, 1999 through August 31, 2024; and Page 2 • License Agreement from UVM to Champlain Water District for a 30' wide strip of land for a 12" water line. The license covers land in Burlington and South Burlington. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.): All utilities and public services, such as electric, water, sewer, stormwater, police and fire will be Provided by the City of Burlington and the University of Vermont. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet): See attached list — Attachment II 13) ESTIMATED PROJECT COMPLETION DATE: Projected to be August 15, 2003 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 (11" x 17") of the plans must be submitted. A sketch subdivision application fee is free. 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. IVA SI? MARE OF APPIACANT OUT M&& SIGNATURE OF PROPERTY Do not write below this line DATE OF SUBMISSSION: 1 have reviewed this sketch plan application and find it to be: Complete LJ Incomplete Lo 5 Director nf-PlarYni g & ZoningVor Designee Date SBurl - Athletics Ph 1 Sketch plan-2-03#3.doc Page 3 Attachment II UVM Athletic Field Improvement List of all Abutters and Mailing Addresses University owned properties to the north, west, and south of this subdivision. The following list represents all abutters, including all privately owned Spear Street residential neighbors: Pamela Storey & James Thompson 74 Spear Street SouthBurlington, VT 05403 Marcella Peden, Trustee 82 Spear Street South Burlington, VT 05403 Cornelius J. Carr 88 Spear Street South Burlington, VT 05403 Gerald & Patricia Divincenzo 96 Spear Street South Burlington, VT 05403 Joann P. Nielson 100 Spear Street South Burlington, VT Armin Grams 134 Spear Street South Burlington, VT 05403 Walter & Nancy Antos, Trustees 140 Spear Street South Burlington, VT 05403 Ronald & Radetta Nemcosky 148 Spear Street South Burlington, VT 05403 John Lucas Hauman 156 Spear Street South Burlington, VT 05403 City of South Burlington 160 Spear Street 05403 South Burlington, VT 05403 Garth & Clara Peterson, Trustees 106 Spear Street South Burlington, VT 05403 Peter & Sylvia Tousley 112 Spear Street South Burlington, VT 05403 Tommy & Monica Devino 168 Spear Street South Burlington, VT 05403 Khoi & Catherine Nguyen 170 Spear Street South Burlington, VT 05403 Frederick & Patricia Cianci 188 Spear Street South Burlington, VT 05403 Rebecca Blodgett 210 Spear Street South Burlington, VT 05403 George Passage, Jr. 220 Spear Street South Burlington, VT 05403 Dieter Gump, Trustee 226 Spear Street South Burlington, VT 05403 Mary & Jan Rozendaal 233 Spear Street South Burlington, VT 05403 Elizabeth Orr 234 Spear Street South Burlington, VT 05403 Kathie Desautels 238 Spear Street South Burlington, VT 05403 Albert & Ruth Reynolds Mitchell & Sonja Hinsdale Burlington Country Club 126 Spear Street 184 Spear Street 239 Spear Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403