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HomeMy WebLinkAboutBATCH - Supplemental - 1580 1600 1620 Shelburne RoadN /Ox systans cwp. N far sy9t-. cop. I N/E 1 N/r II Pi-9a0i Propane. LLC 1 GUS Re tf. LLP iI I7 G R E E N M O U N T A I N DR IV E I �\o ' 0 I 1 — — Lek= ure ---------Eaasn.vr Lbs -------- -setaaak OO lrar, Rod F d 0 utwty Pa. ® N.'". ® ca" eo.e, (.quare) f q-.d Cotaft B.— (.quota) G Hyd—t Proposed Light Poo 0 Cafv Yoko �- Sign ® retwh—. ear a.betap Erl.t.,g 0.chwou. N../9,rob S RW—d O.[yd/W9 rr../Slln:b Erl mg P.,e Tr �rW Prepo.rld Evwgrean rreelVwub r-�VYY,.ti�rE.E� rr.etk,./5M1.ab. H—dcW Parknq Bayard Starega ® pmpsfs/lgxyding 5DYH — Rim-475.5 — - - Inv.=46&4 0 1 I 1 1 I I I I I I I I 1 I I I I c7rst—lr pr.yae Parkk,q 1 1 ram\ d 0 v I r, 1 r� �I :I it 1 �I o } O� NIP Des LLP W W, Rob>e 9B" LLC 1 II I s I PaAi mP'a7ev 9 Heritage Group Of6ce/Worehoufi a 30 Green Mountain Drive I I I N/F ox sy.tm, corporation Heritage Collision I Center Ea P°a I I 40 Green MountW7 Drive 1 1 1 Abore pound Fud Station 1 _ I CDOpp a000 I of 1 000� 0 N 1 Z 1 1/01 Portne>y,p Inventory Parting 1—tory Porkkrg 1 1 0 I a Q O 0 0 2' r 25' Eos.nrnt 1� To Pa.n Yovrfos, Pon I � 1 V.I. 487, P9. JOJ I II 0 0 0 0 0 0 0 I1 I 1 ' ®01 1 I Cust— Parking o Heritage Toyota ei N/F a° 1620 5helbume Road I MOT Pwtnershp ® Heritage Ford E O fl 1600 Shelburne Road `T I U .o � IJO' Fron4 Ywd I 94ce Rapt srorkst.0 ng r, P.d..tar a t O O O f {` a✓) Nen Yehide aYna.y Pl—t09 ��fng e.a I 1 a',play Parkk,9 I I Toyota / I — Scion Sign D*ky Par" > Fab Siqn S H E L 6 U R N E ROAD (U. S R 0 U TE 7) `— 10' fide Eant J To VY1ian New En91md Val. 497, Pg. 287 E 0 L—tfon UAdeMed -------N/or- -----� 1 Mtamo a N/oF- w. LLC ` YMicv.rt G L.sh, Trustee f i 1 GRAPHIC SCALE I » ( IN FEET ) I i..h = 50 ft COVERAGE Totes Ar.o 655,647 SF - 15.74 Aoe. lope RdIn atbn Bu9tlfigs: 112,453 SF Erl.tfiq -16.4[ Pore -t: 356.440 5F E.bthy =53.4R +6 SF Proposal =0.00x Cambfied Y par.iau, 478,e93 SF E.ialinq =69.89 +6 5F Aapossl =O.OWG Total knpw iou.: 478,093 SF E.Wing 478,1199 SF Propo..l -69.B'A (iaan.paca. 205.753 SF E.istinq =30.2x 206.748 SF Pmpo.ed -30.2X JBy.Ogg. i, Satbaok. US Rout. 7 (50 Pout) - 41, Oa0 SF PoikYq and OH— I,Z270 g Ewiabng - 300i bees, Yountakr lkire (50 feat) - 4a579 SF Pmkk,g and rArvss fl.060 5F Ev(00hg - 22.B.f Commercial 2 Zoning Di trict 0— of Raeard., Hr to" Auto—b'm Vd. 776, Pg. 264 15.74 A— Z 194, Pq. SJO 8.45 Acre. Iola /94, Pq. 3J7 Vat '99 Pq. ?in 2.98 Ac— Vol. 214, Pq. 451 2.42 A— M. 280, Pg. 04 1.89 Aovs Wnf r NPN/GDO OVERALL SITE PLAN OA7E srrB LA'':9'OIED DFH _ LWAWVG NO NPN/BEG HERITAGE AUTOMOTIVE GROUP Cl BYMMIT iN61N6iF11N0. INC f310 r -Awv"—.R--Lerxb.%—Ar acorlp DFH F9 cl' NO 8102 hMp Tuth Shefbume Road C2 South Burlington, VT 05403 (jam IIAOLMdTAIN DRIVE 31r4CE �•_W Bu.. (am) 658-55M SOUTH BURUNGTON. VT n Legend --- — — _"—PropertrnLD.w Line ---------Ea'emrof Line - - - - - - - - sseeoaa ------------------------- Prop-ed Storm ---------- - wom- ----------- $-------------- — ------------ ----------- Unda-grmnd ELrotric h Td't,- - _-------_c------------ TNroammmication ---------a------------ UndxgrWnd Dl tric Vtic—t ctim Froce ❑ umumrof FWnd 0 1— Ppe FWnd 0' 4m Rod FWnd RJ ufgity Pde 0 uonhda ® catch 8oab (sWaro) 0 Prapoaed C&r t, 8aain ('Ware) Mmifm W, -6 Ny —t O Existing Lot Pd. Proposed Light Pas ® Gofe V.I. ®G cas valor Sign Telephme Box • cu.baroP Cu'tanw- Pocking O&istmq Deciduous Trse/Shrab 'D Proposed D---. r /Shrub { E W' g Prne T ro/Shrun Proposed Evergreen Tree/Shreb rredrne/snrue' p�� /� MmC'cap Parknq • edaro New Pdeemrot Arrow Required Parking ® Snot Srmoge ©j Dumpata �roTdng ® Sedimmr Cmtrol At Cofch Basin E❑ Elecfricd vau/tuns/ er PROPOSED IMPROVEMENTS HERITAGE AUTOMOTIVE GROUP, INC. n m 0 m m v CITY OF SOUTH BURLINGTON COUNTY OF CHITTENDEN STATE OF VERMONT S H E L S U R N E R O A D (U. S R O U T E 7) -------------- �I ,I W OWNER / DEVELOPER HERITAGE AUTOMOTIVE GROUP, INC. 1600 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 802-865-8200 CIVIL ENGINEER / LANDSCAPE AR -HIT .T SUMMIT ENGINEERING INC. 50 JOY DRIVE SOUTH BURLINGTON, VT 05403 802-658-5588 ARCHITECTS SCOTT & PARTNERS 20 MAIN STREET ESSEX JUNCTION, VT 05452 802-879-5153 LIGHTING DESIGN LIGHT SPACE DESIGN P.O. BOX 4064 BURLINGTON, VT 05406 802-862-1901 SITE CIVIL % LANDSCAPE E1 EXISTING CONDITIONS S1 OVERALL SITE PLAN S2 UTILITY/GRADING PLAN WEST S3 UTILITY/GRADING PLAN EAST D7 MISCELLANEOUS DETAILS D2 LANDSCAPING AND DRAINAGE CONTROL DETAILS D3 EROSION CONTROL DETAILS D4 FUELING STATION Li LANDSCAPE PLAN WEST L2 LANDSCAPE PLAN EAST P7 PARKING PLAN P2 PARKING/LANDSCAPING STUDY B1 LIGHTING BOUNDARY SURVEY LT1 LIGHTING PLAN ARCHITECTURE SALES BUILDING: A2.1 FLOOR PLAN A4.1 EXTERIOR ELEVATIONS SERVICE BUILDING: A2.0 MASTER FLOOR PLAN A2.1 ENLARGED GROUND FLOOR PLAN WEST A2.2 ENLARGED GROUND FLOOR PLAN EAST A2.3 ENLARGED SECOND FLOOR PLAN 2.4 ROOF PLAN A4.1 EXTERIOR ELEVATIONS A5.01 BUILDING SECTIONS A5.02 BUILDING SECTIONS StorDuck Pama/o h�GsaW 1, — — — 1 — M N/r ® � �� Pissogdli Propwtiea, ILL N ® 1 \ Piz.Ogdli Pnvs ties. LLC �I GMS Red ; LIP 1 Rabwt Sermon uc 117' I+r ® G RE EN M O U N TA It N D R I V E ® 0 I Are° 1230"_ t1 Easement ® o h N/F t) ( ( PARCEL 13 I lox 5ystwnr Cwp. 0 t.....-r' - 1 Herifo9a Group I Office/Warehouse Is�-rPm�°rowaeiw PARCEL 12 0 j I � i � 3 f g 1 Heritage 1 1 CaN6lan I 1 Center I 1 00 I 1 I � 1, T L ° 1 1 1 I OWood Wdllwar� ®I I I o oo,o 0 0 wO I I N Ia ® IP 1 1 Z 1 MOT Pwtnwaay I _ lox Sy t— Corp. I 1 MAIN Q b a LOT I O �1 ti O 0 0 PARCEL 5 Z 0 0 I I T Gmbh- tom Power 10 1 al V.487, Pg. JOJ 10 I I Z Legend I I O Q iQ 0®Q � d 0 O �® � 9 I L �P,*wty/R.O.W. LMe ---------SerooM i I 1 0 Utility Pa. MonDae I I ® CofM Bosm (sWwe) 1 l _— —�--- �..1• I� IThII 7I I I L_-_ ® cotah Basin (round) I I I �( M-4- Well I 1 I 1 b Hy&wt 0 Cote VI 0 LlWswg Uget Pa. Valve I 0 I I I ®0 Q Goer vow I 1 1 1 I 1 I I lmDone Box ; 1 ® 1 Heritage T.).ta ` ' N/F ep rB' ea°A/sie. CurOstop 11 1 ford SeteocA I PARCEL 3 I I MOT PwtnerMip (D Deciduous rree I I ® Heritage Ford 1 (D I l 1 p Comiwrous Pine Tree I Herito a p to I I 0 5en,e, I I 9 I I I f h ywd i rl��/\ Treeline/SM1ruDs I 1 O I Ss� 6 Nandcap Pa knq 1 I 1 ® Oumpstw--------- ----. J bl G-) (D I a is I 1 I Topyola / I I I Scbn Sip I 1 I I 10' Wide Easamsnf I 1 I 1 if ° �-Fwd Sign To V isan New Englon� I I I Uaad Car 5bn y .. Vd. 19), Pg. 2B] ® XL I I 0 0 Exact Locatan ]'Unde_ed S H E L BUR NE ROAD (U. S. R 0 U TE 7) NIF A/F NIP Antonio B. POmsdew, LLC OBS LLP MHlimt C (.oaA, T etas 1 t GRPy HIC SCALE ( IN FEET I inch - 50 rl Utlity Infwmotion From Surfoce Evidence Or Design Pion, Provided. Evi,ling Landscaping From Field Inapeclion/Invenlory In Summer 20M PARKING Customer, Swdce one Employee J77 51 Sds 127 lnw t Y =129 5 J57 N dices Spaces Total 469 408 Note: Unatrlped'—m' wt/moted frwn owia plrot RF ug s P Px/N 2 Sp pw IWa 5 (inss Flow Area e8,814 SP — 178 Spaces Nandicap Spaces: 4 SpOCe9 pw 100 Customw. Service and Emp/0yee — 8 Spaces Tolnl Men 685.647 SF - 15.74 Acre. Coverage Informnliw Building,: 85.043 SF Evicting -12.45 Pavement: 358.702 SF Evicting —52.3% Combined Impwvious: 443,745 SF Evicting -64.7% Total Impervious 443,745 SF Evicting -64.7% Geenapace: 241.902 SF E.ICUng -35.3% covwaae A 5e1bacra US Route 7 (50 reef) — 4I,000 Sr Pwe/ng and 0,ires I7,000 SF Exirting — 41.4[ G~ M-10t Dn',e (JO roof) — 48.579 SF Pwrnrq and dives 10.J40 5F Existing — 21.JT Coin 6,1 2 Zoning Dictrlct 'ALTA a Plana: ALTA lowly — by Pg, (iraVP m Summit EngM.Isis, Inc. dated /2/5/20 od •Slla Electric — by PlnkNam Enginewing and Asaoclalaa dated 7/7/e6, revised 8/I3/86 This Plan I, Based On A Fisld T°Pogr°PNic Survey In 2010. This Is Not A Bwndwy Survey. TNic Plan May Not Include All Ea.emenlc Or Encumbrance. On Thl, Propwly. O.nt or Recwd Nwitoge Automotiro Group, Inc Tor Moo Refwance: Main lot #1540-01580 k 1600 ✓ .. 776. Pg.. 284 15. 74 Awes Parcel 3h5 /1540-01620 Parcel 12 Parcel 13 �,r0]20-00040 /0720-00030 /ndlwdud ParcMa Vd. 194. Pg. 330 a45 Acme Vd. 194. Pg. 332 ✓ .. 199, Pg, 118 2.98 Acres Vd. 214, Pg, 451 2.42 Acres Va.. 280. Pg 134 B9 I ISA]4 Awes iota PERMIT PLANS NOT FOR CO4SMUCRON N/F IDX Systems Corp. N/F IDX Systems Carp. Lesend — — —Property/Row Line ---------Easement Lme Setback O Iron Roe Found 0 unity Pda Manhae E9 Cafch Basin (sWare) 0 Proposed Catch B°ein (aqurn) Hydrant Proposed Light Pde ® Got• gales ®G Cos Vdw Sign m Tdephanm Box Carbstop OExisting Deciduous Tree/Shmb 'O PrW—f Dm Ai — Tee/Shrub Existing Pm. Tree/Shrub Proposed Evergreen Tme/Shrub Tredine/Shrubs b Handicap Partmg • Balord New Paroment Areas Requkmd Porting ® Snow Storage ® Dumpatx/Recle-g N/P / � � � Pizzagogi Properties, LLC � I NF OBS L[P S H E L B U R N E ROAD (U. S. R 0 U TE 7) To Verizon New England Va. 497, Pg. 287 Exact Location Unes6ne0 N N Antonio B. Pome—. LLC M9licenf G Losh, Tastes 1 1 ( GRAPHIC SCALE ( IN FELr ) 1 inch - 50 rL NIP 1 Z I MDT Portnershy 1 1 /I T —12' x 25' fosanent p Gram fain Power I Vd. I87, Pg. Pq. 303 I I I _I 1 COVERAGE 685.647 SF - 15.74 A, — as, Informatlen Buildings: SF E,isting -12.4x 27.Mo - 1 2],J6SF Proposed -4.Ox I Poroment: 358,702 SF E-Nting -52.3x - I 7.689 SF Proposed -1.12x Combined Impervious: 443.745 SF Esislmg -64.7x 35.049 SF Proposed -5.lx Total Impervoua: 44,745 N 4 SExlelng -64.7x 478 7 MOT Pwtnrsp F Proposed -69.8 rnpace241.902 SF E.Wng -35.3x I 206,853 SF Proposed -30.2x I I rerertge m Selback� US Poufs 7 (50 feet) - 41.000 Se' Parking and LW— 16,970 SF Existing - 41.4x 1 Totd �1 , 70 F Jo ox Creep Mountain Driro (M feet) - 4B,579 Sr Parking and Drives 10,340 SF Existing - 21.Jx I 720 SF Promasee - 1.Sx Tofd 11,060 SF 22.6x 1 I Prooe•-e B�ytinn�H 'o_nty New Service BuOding - 28'-6" New To1°ta Sale, Facade - 25'-3" Com—dd 2 Zoning Dl,t6,t PERMIT PLANS NOT FOR CONSTRUCnGW Owner o/ Recwd: Heritage Automofiro C+ouP, Inc V. 776, Pg. 284 15.74 A— Va. 1A Pg. JJO .. 5 Acas Va. 194, Pg. Va. 1A Pg. IIB Ile 3.98 14 sa Pq. 451 2 4 Al 1.11 Arna Vd. 2B0, Pg. I34 I.B9 Aoea OVERALL SITE PLAN 6' ORAN HERITAGE AUTOMOTIVE GROUP PRO,.f GREEN MOUNTAIN DRIVE O� SOUTH BURLINGTON, VT © CJ 1 I I I Inv. NB.B(12' hut) ........................... ._ NEW NST/ISLA DS TO BE }I I I I I I I I I ►.. I � ( I I I /i I I I I I I I I I � I J� ► �� I W Paged varking I 1 I I I '. I I �ar I�I I., ► I I / LOCATION GF RELOCATED Setbaak I i I I ► I i.. _. f DUNS R WITH ENCLOOSED 35'.10 SURE - L..... DRIVE ISLEPRO II CIS -E-- --Et- - CIS -- I T j I I I PROPOSED TRANSFORMER ANDI 1 I I .ELECTRICAL VAULT I I I I I I I I - I N1.ol 4m1.o � - I � I I t -- ...... � I I W{• �. I � i WPROPOSE W I I TELEPHONE PEDESTAL, CURBING, I, .{{;; I I 1' -► ACCESSIBAN LEVNDICAP I I N DUMPSTER ENCLOSURE, D 15 PARKING (SEE DETAIL) GREENSPACE TO BE REMOVED TO I I I I I FACILITATE NEW BIXIDING ENTRANCE I I I I 1 ' --I ----- 1- - I I•EBrsTL. i- O BO k/Side Ynrd I ► mtbnck I I I PROPOSEDERHEAD I I I I I ---------- -_ DOORS r �4- T—L-` 1.0.. _----T---- II I I I I I PROPOSED NEW t I I I SERVICE` BUILDING I l I PROPOSED NEW yI., LEGEND I r FFE=481.0 461 o I I j I II I I I L- - - - - I I' I ► II ►I �, i..� i i. -SS- Se - - wn 1 ..-UET- -- Unde,gmuntl Elacfrk: k TWepnone l / I I N I I LL------- ;---- I I I / + - - -Tc- - - TWxaamunicoMon I // C' I I Existing Building I --- -- _ -F - - Undsgrand Electnc / Pr ty Lne ar ROW Line I I I I HOISWbitag. me RT.yt - w Exlatng vote, Men a Seri ae I 1620 Shelbume Road Eusfng Elarotion Contour 1 I I ------------- -- ---- _.. _- - __ '- - _ \ I � I I I / ----7°_--1-L- _ Propoxe [mtwr 1 I // Existing Budding 1 \ I I , —....�-.....� Ditch Heritage Ford I \ I I UGA/T— - Underyound Electrw/Telepnme I I 1 -O--I 1\ � I ► i ► � � i l i I OH/E/T wm Deed E1ecfrnc/ep TWhe,e I I 7600 Shelburne Rood 1 0----- Sdt/c- tncfw r__ 1 I 1 C'. - PROPOSED Iwo GALLON PROPOSED VAN FFE 480.45 I I ek SUET HEAVY DUTY GMT/pA ACCESSIBLE HANDICAP I I SEPARATOR PARKING (SEE DETAR) I I I \\ I I///• I ST-��/ I. I SEWER AIJD G.1.S 486] i I ; — —Setback TO BE EX FROM 1 i Cuherf EJaSTMC {E ES `O 1 I I I E SITE. .0 W caresfap I 1 THI I O (IPF) Iron Pqe Found 1 I G FLOOR PROPOSED \ PROPOSED FLSED QQ (lRf) lran Rod Found PAINTED WALK I t I• 1 I Ubvify Poe 5 _ 1 SO, Test Pit Y I I PROPOSED 6' WATER SERVICE I I ♦ BIKE. RACK cano-a Pont Y Exr:fn9 L�r Pde I ► I I PROP°A2o PARKING PnRKc Proposed Light Pa, , Nydrane 1 m twee va.e I Stone Check Oom I I I R.I. K6H PROPOSE AIZO 9PACEARKING ^ Tr[m I i II II I II I:�l 1 I ----- T___ I I I ... oGO I 50' Fot Yar P.- Dispy Pknq Se III, r C;I . *I . IE-..--.. -E- - - OASS ISLAND r E PROPOSED ued Car 7CONCRETE rI _ 7 SIDEWALK SDMH I II I I n I- - - - - E----L-----.--T--E ---- - I _ - _ _>.----_� __ cu¢wTEr-4 Rim-47S5 I ,1 OUT 4r Is nv.- I468.4 I )I - du5S�3 1! 1Nb 24_p --S' ---`i / E.I eiy Gros. cnonrwl L _--+--�- - -- 5'---- - - - - - - - ---' 7 4- -I--: i _ -----®—®�-- -� r-I -- -- -- - -1 _wok ' r' -- - ------------- --- ---- ---� Fvd111114 dnx�at_-- ej ,. ---- --- - --- - -- --- -- ------------ I _ _DISCHARGE POINT A2 - W - ----I---- _ --------- ---W-- ------------------ ---- - 57011CLREp( iTW ---- - -- I R, CREATE I \\ I PRETREATMENT FOREUAr SHEL BURNS ROAD (U. S. ROUTE 7) I \ \ I \ T I _ Own, or Record: GRAPHIC SCALE I s 1620 SOOb i.R� Ina. So. Bldinytm VT 05403 (802) 865-8190 NOTES: PERMIT PLANS P -, Ad&.- (a ' > NOT FOR CONS7RUC77ON ih,1n91- yr o5402-II00 STORMWATER DESIGN 1 i-h - 30 K ,. UMUTY CONNECTIONS SHOWN REPRESENT THOSE TO STORMWATER RUNOFF FROM AREA CONTRIBUTING TO DISCHARGE Desi- qualification CLOSEST KNOWN EXISTING. SORWI PgNT Eq TO BE COVERED BY GENERAL PERMIT }9015 (PENDING). 2. UTI TY CONNECTIONS TO BE COORDINATED WITH AND BE NPN/GDo UTILITY/GRADING PLAN WEST DESIGN IS IN CONFORMANCE YAIH STALE OF VT STORMWAIER mis design nqs even prepared to meet Me sre,dvds and regulotirns of the City of South Budingtan and the Enrfrarme,ta Profs fbo Rules or me Agency or TO THE STANDARDS OF THE RESPECTIVE UTILITY 6/21/11 TREATMENT STANDARD. APRIL 2002. Nltura Resources. No guoront- is made os to the ability Ir this system fo be constructed, v to function - intended, un/ass me sane is constructed Pursuarf PROVIDER. DESAOIPD to plans a/ greats detoN. Furthermore, this design nas bee, prepared fv Me regulotvy Permit process -d may nor-fRcie,dy det.9 00 the items necessy DM AT DISCHARGE POINT /2: fv consfructian. 3. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE CONTRIBUTION AREA - 5.0 ACRES FIELD BY THE CONTRACTOR FOR LOCATION, SIZE, A N IMPERVIOUS AREA - 3.3 ACRES Ore contractor- is to notify dig- & (te.. 1-888-J44-72JJ) 48 hIu prior to any excowtion. NPN //BpEG HERITAGE AUTOMOTIVE GROUP C i WATER OUAUTY VOLUME - 6403 CUBIC FT (0.147 AC.FT.) MATERIAL AND CONDITION PRIOR TO CONNECTION. w SUMMIT ENGINEERING, INC �+` WO - 2.30 CFS me contracts .ens/ be insured fv Me work to be per ed, Ind s be prepved to /umish o ce,tirrcate If insvronce. pFpTp nglnwra •Surveyors •Primers • Laneswpe Arcneecfe O. Ot - 8.63 CFS 1t is noted that n site Isse e,t o/ nazsdous v oma waste mafsias has Dean mode Ind summit DF7'I 02 - 9.75 CFS o ssm englnesing, Inc. Takes no resparsibility /a any matsias 50 JOy Dfive C N a a4ndnians snot may ..ist m mis seuc South BIHm9im, yr D5N3 GREEN MOUNTAIN DRIVE p.( Ord mo - I4.n FS .w - _____ ___ ____ _ ____. ___ StHITH RIIRI INGTf)N. VT ._ O I L ------------ I [ I ti L ) JES JeYSiti!]i( ' — — — —ST— — — St- - — — —1V — — — Nbfx — — — —SS— — — Se- - —UtET— — — LMdxground Et-h Tdsphane —TC— — — Tdxommvnicotion — — — —E— — — Undxground Electric Pn Pwly Lme or NO W. L- -W— — Existing Nbfx Mdn x serwae GRAPHIC SCALE STORMWA a D SET Exi.fmq 171-6on Cmtwr STORMWATER RUNOFF FROM AREA CONTRIBUTING TO DISCHARGE POINT /1 TO BE COVERED BY GENERAL PERMIT 3-9015 (PENDING). Proposed Contwr DESIGN IS IN CONFORMANCE WTH STATE OF VT STORMWATER bQZ ... ... �...—� Ditty TREATMENT STANDARD, APRIL 2002. ( IN I= I I. UTILITY EST KNOW SHOW REPRESENT (NOSE ——UG/E/T— Underyround f/ectric/ldepnme AT DISCHARGE PENT /1: TO CLOSEST KNOWMN EXISTING. I ipCA = 30 ft CONTRIBUTION AREA = 55 ACRES CotchBosin Rkn 503 H Mv. 49B36 OH/E/T OserM1ead ETechic/Tdephone IMPERNWS AREA = 3.2 ACRES 2. URLITY CONNECTIONS TO BE COORDINATED WTH AND WATER OUAUTY VOLUME 4299 CUBIC FT (0.113 AC.FT.) BE TO THE STANDARDS Oc TIIE RESPECTIkE UTILITY PRONDER. 'Y.r l� T eeline WO 1.16 CFS Ol .97 CFS 3 All URfJTY CONNECTIONS SHALL BE VERIFIED /N WE RELD By WE CONTRACTOR OCFS z 6 FOR LOC•1 RO ,, 92E, MATERNAL AND CONDIOOV PRIOR TO CLRNECOOW. — — Setback OTO - 11.2 11.2 CFS c.1—t Dei(pn eadffl-tim Oenx of R—d. Cunbsfa, Hxitoge Aaromotive Gov,, Inc. 0 (lPF) Iron Pipe Found This design has bash psi,—i to meet the standards and re9WaU— IWO-1620 She/bume Rood QQ (TREE Iron Rod F nd of the City of S-th Budingf- and the Envbonmentol Pmfect;m Rules of the Agency of Notwd Resources. No Wu tee ;s mode - to tM1e So. Burlington, VT (801) fM5-8190 05403 f� Utdify Pde abdity of Mis system to be constructed, a is Nncrion os intended. Soil T f Pit Furthsxmhxe, th;sldesi sthost� mursuont to P/one of greatx —A 9^ prepxed fx the regvlotwy Pefmir Mailing Address: P.O. /100 Confrd Point fie site dealgn does not meet the threshold requiring a slate st, ms,t,, dlacharge psrmit. process and may not suKrcient/y detod d/ the items necessary fx crosfrvctian. Budmgtan, VT 05401-I)OD of Y Existmq lot Pd. The site is not within a wotxahed that has been 6npabed by at—t- The cant roctor is to notify dig -soft, (td. I-BBB-344-7233) 48 h— Proposed Light Pda Hydrant The t—U.x moor/ , t, the alit, has been assessed and, duo to the runoff chxoctets, ii it -ll t treated and attenuated In accordance with it Vx5 s S-19, t' Mono9ement Manual, August The peak runoff hen the year prior to any excowtion. The nIIP t shill be insured f t me -W to be pxI e4 and shill De p%ow'ed to /umisn a cxtificots of msuronce. S7yR1£Y NPN/GDO A'9'DF UTILITY/GRADING PLAN EAST OA7E 6/21/11 ® Gate Valve .. dealgn storm ham lha development will not impact any do-natreom atrvcturea or t 1 DfTi ORAll1NC NO o � 5tmt, LTeck Dom drama 9"-ar. It is oared toot no site assessment o/ hazardous x -oafs The told proposed net ImpxNoua aarraae rx eme aubmNelan is Ieaa uan 12,000 ToA y Takes no mA—,b nos been mod, and wmmir engi, rx �� HERITAGE AUTOMOTIVE GROUP S3 th,t reaponandiry any morxids w ewdieions roar may exist an this air.. NPN SUMMIT ENGINEERING, INC B-ssd on a Sal Erosion Risk Ewlvalion ; this site is categorized os o LOW RISK PERM/T PLANS p/('[X-Ep D� Engineers r SurveYon •Planners •Landscape Archhecb 50 Joy Drive PRA.ECT NO PROXCT NOT FOR CONSTRUC77ON scALE South Burlington, VT 05403 GREEN MOUNTAIN DRIVE pq 8 OZ Baa. (802) 658-55M Fa. (8O2) 658-3629 SOUTH BURLINGTON, VT © I 1. All eels, Pipe she be PW 5DR JS gravity sewer ppe man✓locfured n con/ mce with ASM D JOJ4 (4• to I6) old n.tdlelf n colfamolce with ASTM recommended Practice D2321. hats, fittslg; old ocro ml she oleo oenfovm to the ppr n,te p.i! ohms M PW pipe $ize. 2. lnstorr sewer ppe M colfwmoloe with the .gkwl,9 plols old pecir-tAm, and olu/acturr'.s recanm.dofions PVC so-ty solo, ppe Me be AlmiMed n the lolgest n-nnd Lyme aVokold, horn the molubcturer. The pintnq praceWre Mod loll with the molufmtureri r.wnm.datlols os WhIled. Caskets ✓sad n ,lining PW sewer pipe Me colfwm fo the mWiiom.ts of ASTM F47Z J. Ppe Mor be told occurofoly to lime old 9rode. Bedeog in ewth Me be a lFilkn.- of 6" bed.. the Wfside of the pip' bard. Bedding shod extend up to the prnqdne. Moferid o,ound and to a height of 1' oboes the ppe Mar be sold ba ffl/Z.. Bss's'ng wM rend WMicrt Mdr a cwnpmted by lF.Mon sal tomp;ng n I Toot lifts. 4. Pipe she be laid with the sp;gof olds pointing n the dk.tiol of fiow, and ol a dry bedding. Completed pP n- sh. be fro. from of.f. w deviations Fan dine old grade M. exomn.d with lights w minas Visible /eats, brat.ss. et pac., MON be r xNfl Pile Mdd be d.Woof with o wets, tight plug of night - oh. wok is suspended. Sewer Me not be used to c y g-h-ter Fan the tr.ch. The Cmtractw she clean all sod deposits old ofAw debrls Fwn so- of the omrpletron of the work. 5. A tee w r OrolM Mol/ be provis'as' lw oath new n existing arrive, together with 4 inch SOR J5 PVC line suffrcienf to colnect to the b✓ds'ng ser " Colnmtims Mdl be made by the Contraltos. AN odptns, cw/ko,g old n.esso,y collector, Me be proN ld to moth rotisfmt y old leak -proof cmn.tiana. 6. Ahy smite cmnecfion, shin be 4 noh SOR J5 PW and Me be crostmcfIs oro location to be oetsrmned by the Engineer. the smile cmnection Moll be 6' bear exist.g grade unless afhoe hoe ndicoted m the p/ms w oa enacted by Me Engineer. The old .1I be located by two intersecting ties by the Engineer befoe benq bockRlsd old Me be marked with a 2" by 4' bawd tooted with piesrvotiw extending Fan the azn ..I- nwrl to 6" bdow existng gioda old with met. tape - o meta maker suitable fa def.trm with a meta detect-. Z Molhdso Moll be colstructss' oI the IWotiols, to the olswtiona, old in ecoord- with notes -1 oetodr Mown ol the drawngs ..eI Is the stmdard Isles. A m-buses Me be placed ol 0 6" layer of ownpectsd beddng motwid. Me excowfide she be warty desetwed Mile plack beddnq mould old setting the bole w po✓rnq colcrete. Water stops Me be used at the hcri-tof rb;nt of purred-n-place molh.es. B. Inlet old WtW stubs Mott be collected old sealed in -oho- with the olvlocfurri recommended Prcceotrre, old Mown ol Me typkd secfiolr, w cost ku,,odty with the pWlee box. C Bonet sectiols old cm es of Me pprpriefe combinof/an of height, Mel thin be placed usnq mm✓fac -1. re canm.tled procedures her awing the h-a-tol pints, -1 os Mown m the t)picol a.tims. D. A leokege test Moll be mode ol oI eolitry molhols, prior to buiVdnnq molhd, 01- E. The Ram, old caws, she be placed ol the top to prevent occidentd .try of Wth-i"` Persols. Nddr., olNno/s, etc., unto the Cmfrocf- is reody to make fin. ,dpetm.t to grade. F Mmoof- Moe be barA'M/ed evwdy n lays,, with Witable boiARI mofwmf old composted to mh;ew 95X maxnr✓m -.it, G. Colnectiols to ex;rtng molhole, Mall be made so o, not to damage the strlO.. Me p.ngs Mdl be mo,fned IuN mtl wetwtlg4t oho, Me new Ojos it nstdled. Ms of wls Mal be modifies' oe directed to occanmodote fie. ban the new pp.. Heritage Automotive Group, SWWme Road, So. BuAngtm, Vermolt Water end Westerets, Beeie of Dealol March 9. 2011 sienna Water/`✓.w De. an Fla LVT E-ohment Prolsolim Rules. (9/29/07) Toyota Building - 1620 Shelburne Rood - 643 GPD including flow drain (4CM49, PB-4-1289) Ford 8.11ding - 1600 Shdbume Road - 643 CPO - 988 including flan drain (PB-4-0510) forma Mitsubishi - 1550 Shdbum. Rood - 988 GPD - 6 employees X 15 GPD/emw wash plo,N 25 GPD Soo, Colli.im Center - AD Gam MW Wl Drive - 115 GPD = 883 GPD (WW-4-1530-1) - 883 GPD Off1 eZW.,MW,e - 30 Green M.Moin Drive = 25 employees X 15 GPD/employee Totd Employee Useegs - 3004 CAD Car WaM 60 vehicles per day X 25 Gallms per wash - 15W fAO Total Water/Sorer no. - 45G4 GPD Prmee.d Watw/Serer D-im EL2ajVT Environment Protectlol Rule,, (9/29/07) Toyota Soles Building - 30 .mployses X 15 GAD/employee + SO GPD Pow lash Fwd Budding: - 5W GPD - 72 employees X 15 GPD/employee + 100 CID flow loth No. Toyota Se,4- - 1180 GPD - 44 employee, X 15 GPD/employee + 100 GPD Poor cosh Cdliaim Center: - ]60 GPD = 13 employees X 15 GPD/employee + ADO GPD Pon loth ONlce/W"MWse - 295 GPD - 25 employee, X 15 GPD/employee = 3]5 GPD Totd 2012 Employee U... ge - 2760 CAD Espect.d Employee Increase: 25 employee. in 5 years - 375 CPO Coe Wash 60 v idss per day X 6 Gdlms per roM 360 GPO TOW Proposed Water/Sewer Flow = 3845 GPD Net Watr/Serer Design no. = 4504 - 3845 - 659 CAD Flow Do -- INSPECTION AND TESTING SANITARY SEWERS A. Before occepfolcs of the completed sewers, Me ppos wM be msp.fed by Mmmg Fight belle. the mmhdes, and oly Impe,fe tpnr such Is lacks, displaced jolts, obj_ttl.le v mht Fan Ins n grade, w looks shall be rpesl to the sofisfocfiol of the Engnes,. B. The Coetracfar Mar perform and the sews at Poe, a low lasers a test effneaed by the Engross, pno, to mcpfolce It the dew- C. Me low presmre air test shall be po,/ sal Is /allows: 1. AI olds of lofrd stubs she be Witobly copped to w;th,fmd the ntemd test pressures. coos Me be say remowble Tw Allure let- colnecfionr ext.sions. Colnected sees, seiv ss (existing) MoII be plugged at the test tee rah pnwmatic plugs. 2. Af e, a molha'e la manhole recti. of Ire has be. backfrlled old clemM, if Mal be PAIW,d of eoch mmhole girth pnwmotic Plugs. m, design of the pneumatic plugs she be Wch thot they wW hold ag mt Me Ire test IF,- e;Mmt rsquiing erfemd bfo dig or brocng. One of the plugs Moll haw I'- hose cm ectiols. Ak lw -Mahon of the trple cm . There Mall pbe9 h be l ihl thresose hcoll-tim, hen the �wtd rW pons to tfiol the pneumafk pWg. Oro hose Me be used la elfiofron of the plug. The sold hose Moll be used Hw c.tn-oly rsodng the air weswre inthe sealed fine. M Ire ind hwe Me be ✓see for nfroducfng Ioe pressure or nfo the sealed Ire. J. There shod be o J-1/2" a Imgo, diameter, 0-30 Pig gWge -toll ol the col fro pea Tw -ong of the ntemd pressure n the Ina berry tested. Col -lions Fan the 0-to psig rings Mal be n t.ths a pmndo old the 0-10 psig pwbon Mal cover WK of the cwnpdefe aid rolge. 4. Low preswre o,, Moll be introduced into the staled line untd the ntemol an pressure r.ches 4 psig greeter thm the ovo,oge back pressure of my grmndwofo, that may be oar the pas. At leaf two (2) mnutes Me be .loses' l- Me ais wess✓re to stobdae. Aker the rtobilawtim period, the third hose Mel be quickly dismrrnecfes' Rom the cmtNW pole. 5. The p-tiol of the line being tested Mall be accepted if the patio, under test does not lose as,rrate IF a greats, thol 0003 eft per square feet of nppsw t-ol e foce i _ tested of . -We pressure of Jo psig greater fhm oly bock pressure exs,teei by groundsater shot may be over Me ppe It the fin. of the fast. 6. The above requi-elt M.II be accomplished by perfo,mnq the test as fdlows: Ire bole roquned n mnutes !a the pressure to decree. Fool JS to 25 psig (greats, I the ovo,oge back pressure of my gramdwofr fhot may be o the pip,), Moll not be less fhm the time Mown for Me given diameters n the fe-olg fable: PIPE DIA. IN INCHES MB1N{Lff5 4 2.0 6 JO B 4.0 T. An air pressure conectiol is ,quned whe, the prewdnq ground wato, ;s oboes the sewer Ire being fasted Under this ooldifiol, the on fesf pressure must be rased .4JJ psi for . f f the grmnd eats, /awl is above the nvert of the I. The Coltractor is r.Vm 61e Tw defsrmnng the level of grmnd.ote, B. IT the instollatim foils fo mast this requirem.t, the colt -to, Me determn. of his o exp.se the smrce of leakage. He Mall iopon w rsylae aN dele fi mafe id, Bela wwkmmMp. 9. Tight, leak -proof sevens a of the es of this t-1 Testing she be canted Wt os sewers me crost-tede cmTesting Mall be ooh ✓ot.d .-hole o molhole. WATER ONE /NSTALLA DON AND TESTING 1. BEFORE CONSTRUCTION OF ANY URV77ES OR IMPROKMEHM THE CONTRACTOR SHALL NOTIFY THE SOUTH SURLINGTOI WATER DEPARTMENT /N WRITING OF MDR INTENT TO PROCEED AND SHALL ARRANGE FOR A MEETING W 1N THE DEPT., WE ENGINEER, AND TIME CONTRACTOR TO DISCUSS THE PRO.LCT. 2. ALL WATER MAINS nrTINGS APPURTENANCES, AND DRIER MATERIALS AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE AMA. STATE AND TOWN CODES STANDARDS, AND REGULAnONS. IN CASE Or CLNnJCT BETWEEN THESE CONSTRUCTION DETAAS AND SPEC9TCATIONS AND A CODE OR REGULAnCW. THE DECISION OF TIME VERMONT DEPT OF HEAL IN OR THE SOU BGRLINGTON WA TER DEPARTMENT SHALL BE BNQ` ALL WATER LINE AND REU TELL =70 BE PERFORMED IN ACCORDANCE WIN nkCfj BY THE CHAMPLAIN WATER a COLCHESTER FIRE DISTRICT J CONNECTION TO AN EXISTING WATER MAIN SHALL BE DONE BY OR UNDER THE SUPERMSION OF, AND WIN ME APPROVAL Or THE SOUTH BURUNGTQN WATER DEPARTMENT IT IS THE CONTRACTORS RESPONSOUTY TO SECURE ALL NECESSARY PERMITS AND PERWSSION TO MAKE THE CONNECTION AND TO COORDWA TE ALL PARTIES /NVDLWD IN THE PROCESS. THE SOUTH BURLINGTON PUBLIC WORKS DEPARTMENT AND ENGINEER SHALL BE HOMED AT LEAST FORTY-ELCHT (46) HOURS ON ADVANCE OF RR INTENDED CONNECTION TIME. R ALL WATER MAINS SHALL HAW AT LEAST A TEN (ICI) FWT SEPARARON HORIZONTALLY FROM SANITARY SEWERS 5. ALL PUBLIC AND PRIVATE WATER MAINS 1) 4" OR GREATER SHALL BE DUCTILE /RON, MINIMUM CUSS 52, OQUBLE CEMENT LINED, MECHANICAL OR PUSH LW NOWT POPE. 2) LESS THAN 4" IN DIAMETER SHALL BE TYPE K COPPER. 6 ALL WATER LINE FITTINGS SHALL BE DUCTILE IRON, (AWWA C-110) CEMENT -LINED. WATER ONES LESS THAN 4" IN DANETER FITTINGS (OTHER THAN VAL VES). SMALL W BRASS y ALL BUR/ED GATE VALVES SHALL CONFORM TO AWWA C-500 OR C-509 AND SE 150 LB. IRON BODY, BRONZE MOUNTED RESILIENT WEDGE TYPE ALL CATE VAL WS SHALL HAW ADJUSTABLE IRON VALW BOXES EXTENDING TO THE FINISHED GRADE (SEE TYPICAL DETAAS). B. ALL WATER LINES AND APPURTENANCES SHALL BE PRESSURE AND LEAK TESTED BEFORE BEING PLACED INTO SERWCE, ACCORDING TO AWWA STANDARD C-651. THE TEST PRESSURE SHALL BE 200 PS (+/- SPSI), MEASURED AT OR NEAR THE HIGH POINT IN THE POR170V OF THE SYSTEM BEING TESTED, AND THE TEST SHALL BE RUN FOR TWO (2) HOURS THE MUNICIPAL WATER DEPARTMENT AND THE ENGINEER SHALL BE OWN A LEAST FORTY-EIGHT (M) HOURS NOnLE BEFORE THE TEST IS TO BE CONDUCTED. AND THE MUNICIPAL WATER DEPAR WENT PERSONNEL SHALL WITNESS TIE TEST. ALLOWABLE LEAKAGE SHALL BE COMPUTED BY LAVE Or THE FOLLOWING FOP.VULAS, WE CHOICE TO BE MADE BY ME MONOHPAL WATER DEPARTMENT. 1) L - (SsDx41s)/IJJ2W WHERE,, L - NUMBER Or GALS. ALLOWED LEAKAGE PER HOUR, S - LENGTH OF PIPE TESTED IN FEET, D - INCHES OF PIPE DIAMETER, P - AWRAGE TEST PRESSURE (PSI GAUGE). 2) 0 - (NaOvM 700 WHERE,' 0 -NUMBER Or GALS ALLOWED f MAGE /N TWIN (2) HOURS N - NUMBER Or ANTS, D - INCHES Or PIPE DIAMETER, P - TEST PRESSURE (PSI). THE PERSON(S) CUNOUCTNG THE 7f5T(S) SHALL, 11 WRITING, CERnfY THE RESUG 75 TO THE MUNIdPAL WATER DEPARTMENT. 9 ALL WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WIN AWWA C-601, OR AS DIRECTED BY THE SOUTH BURUNGTON WATER DEPARTMENT BEFORE BEING PUT WTO SERNCE. THE CONTRACTOR SHALL INSTALL A I' DIAMETER TAP IN THE WATER MAW FOR CHLORINE /N.ECON. THE TAP SHALL BE LOCATED AS DIRECTED BY ME SOUTH BURLINGTON WATER DEPARTMENT DISINFECTION SHALL BE ACCOMPLISHED BY INTROOUCNG A CONCENTRATION OF 50 PARTS PER MILLION (PPM) OF AVAILABLE CHLLR/NE INTO A RECENTLY FLUSHED PAIN. THE DISINFECTWC SOLUROR, AFTER REMAINING /N ME WATER MAIN FOR 24 HOURS, SHALL HAW A CONCENTRATION OF AT LEAST 25 PPM OF CHLORINE. THE PERSON(s) RESPOVSBLE FOR DI.9NFECON SHALL REPORT IN MIWnNG TO THE SOUTH BURINGTON WATER DEPARTMENT AND VERMONT DEFT OF HEALTH, THAT MIS DISNFECDON PROCEDURE WAS FOLLOWED AND ME REQUIRED MINIMUM RESULTS WERE OUTAINED. ACTUAL SAMPLING SHALL BE PERFORMED BY ME SOUTH BURLINGTO/ WATER DEPARTMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAMPLING AND ANALYSIS COSTS. O'-1" MAX RA55ED AREAS STOP OP L/D 0'-I/,_ MAX 4' - 6" SQUARE S CAMP PRECAST CONCRETE PRODUCTS, INC.W LOA Gr REINFORCED CONCRETE LATCH BASIN OR EQUAL H2O LOADING UM AT 28 IS REWIRED. CONCRETE SHALL E EGAR PSI O. 248- AT 18 DAYS FRAME 8 (IRA lE SMALL BE LEBARON NO. 148-2. OR EQUAL, TYPICAL CATCH BASIN ITS PORTLAND CEMENT CONCRETE CURB SECTION 616.0E CONCRETE SMALL BE 3500 PSI O 28 DAYS IN 6' SECTIONS WITH EXPANSION .XXN7S 20' O.C.. R 1 1/1" BITUMINOUS CONCRETE WEAR / Sf 2' by (SECTION ON TYPE IV) / 1" BITUMNOUS CSECROF p BINDER COURSE (SECTION 106, TYPE N) SHEDGRAVEL (SUBSEC71 704.05. IN' II (.RA tfL (SUBSECRod �- TABLE A. RNE) 10" 704.03. TABLE A COARSE) �.'.- a..'. USE 24" GRAVEL -SPECIAL B' -.�... SECTON W E?v SUBGRADE Is.. deer, Y>IOX PASSWC /100 SEW_ �� REFERENCED S EdFiCATION SECOWS SMALL BE N CONFORMANCE WITH DOPE WRMONT AGENCY OF TRANSPORTAnOV STANDARD SPECIFTCATTON FOR CONSTRUCTION, 1990 ED/RON. PAVEMENT DESIGN TYPICAL N. T S. SET CURB BOX .VST INSIDE R.O.W. FLUSH WIM FINISH GRADE F/NISHEO GRADE I 78 WATER SS MAX ANT SANITARY ONE DEFLECIlLAV SEVER N TYP. _ ERIE CURB BOX SADDLE SHALL BE 6" SELECT FILL PRO4IOED FOR '� AROUND COPPER COVNfCROM TO TUBING / PK PIPE `--TAPE I.- COPPER B" x 18"CONCRETE BLOCK SrRMCE PIPE SIZE x 4" WATER MA/ AS SHOWN ON PLAN PLACED ON UNDISTURBED EARTH 1 J/4" �CCRPORATFON STOP d(Q� A"LLER H-15008 SIZED TO FIT DIAMETER OF SCRAM IAP FOR SERNCE SHOULD BE AT THE J OR 9 O'CLOCK POSITIONS. CORPORATION STOP AND CIIBB BOY N.TS ALTERNATE SECTION WATER L//W SAN/TAR WATER YM£R LINE e MW. SANITARY SEWER TYP. SECTION PLAN VIEW NO1£S, THE CROSSING SMALL BE ARRANGED AS SHOWN SO MAT THE SEWER "HIS ARE AS FAR AS POSSIBLE AND EQUIDISTANT FRAM THE POINT Or INTERSECTION. PR WOE PIPE nMNG RESTRAINTS AND &"ING AS NECESSARY. WATER/SEWER CROSSING TYPICAL N.T.S. CONCRETE CAP ROUNDED SMOOTH 6' DIAMETER STEEL POPE FILLED WHIN CONCRETE W ROADWAY AREAS REPLACE BITUMINOUS PAWMENT AND CRAWL BAY (COMMPAC/ED TO 95K uODIFlEO PROCTOR) TO HATCH IN GREEN AREAS 6" MOUND FINISH GRADE IPROVIDE EXISnNC CONDITIONS UNLESS DIRECTED OTHERWSE ABOW EXISTING GROUND FOR SETTLEMENT BACKnu BAY SUITABLE BACK 9ED SOIL COMPACTED TO 95X MODIFIED PROCTOR //,-SIGNS SHOWING SYMBDL OP ACCESSIBILITY, TYR.. SIDEWALK 8 MW. sc MIN. 5-0 8'-0" FOR VAN ACCESSIBLE 12" NN VARIES p 6' SUITABLE BACKFTLL COMPACTED TO 85X MODIFlED PROCTOR. 2" X 6' RIGID STRUCTURAL POI. YS rMENE INSULA RON WHERE MINIMUM DEPTHS CAN Nor BE MAINTAINED GLASS 0 (SAND) REDDING A BLANKET FOR STORM AND WATER PIPES. ZI" + PIPE DIAL J/4" YNER STONEPIPE . TO BE BEDDED IN NOTES: MAINTAIN MIN. 4' COVER FOR ALL STORM PIPE W PAVED AREAS. dAR MATERIAL (SANOI SHALL COMPLY WITH THEEW fOLLOWIPE CENT PA N REQUIREMENTS USI YEV 9ZESIZE PERCENT PASSING NO. IDo N0. 100 0- 0- N0, 200 0-1212 TRENCH TYPICAL N. T.S. NOTES' BROOM FINISH I.) BITUMINOUS CONCRETE RAMP SHALL MEET TOP OF 5' OR AS SPEC87ED ON PLANS 1�• SIDEWALK CURB. i 4" PER FT -- 2) STALLSP SYMBO SMALL BE CENTERED IN PARKING (NSW P9 PORTLAND I 4• PER FT. JJ HANDICAP RAMP SHALL BE SIR/PED AND TEXTURED 6" 3" .=T .CREW) IN CONFORMANCE WITH VTRANS STD C-JA A CJB 74.) HANDICAP RAMP SLOPE SHALL NOT EXCEED 8.3% 6" 5f/BBASE OF GRAVEL s • P OQ• va. CROSSWALK DBTAIL (6" CONCRETE THICKNESS AT DR/WWAY) HANDICAP (12" SUBBASE A DRIVEWAY) PAVEMENT MARKING DETAIL N.TS. HOIF, CONSTRUCT EXPANSION A CONTRACTION ONTS EVERY 20' WTH DUMMY ANTS EWRY 5'. SIDEWALK TYPICAL N.TS PERMIT PLANS NOT FOR CONS7R()C77ON CRASS OR SOD AS APPROPRIATE B' 15 4 I I PR+ PROVIDE SW WHEN 142CCOY 5 GREATER THAN 5 S SEC OR HIGHLY TERED. E SOILS ARf ENCWN/FFEO. GRABS CHANNEL i TYPICAL N.TS TRUNK FLARE UNCTION: PLANT AT TN WELL DRAINED SOJ" UP TO 4' GRADE IN POORLY DRAINED SOULS MIN. J' BARK (KEEP AWAY, FRRSN GRASS OR SOD AS APPROPRIATE 6, 2 �1 I� 01F. GREATS SOD WHEN WLOCITY IS HIGHLY THAN 5 Fr1SOILS OR HIGHLY ERODA7"RED LE SOILS ARE ENCWNTEREO. GRASS CHANNELS TYPICAL "IS, STONE FlLL MEDIAN STOVE DIAMETER d50 - e' 6' DEEP SAND BED LIP STONE FlLL GE07EXR(£ USE MIRAFI W500 OR COUAL J l� EXISRD GROUND STONE LINED DITCH TYPICAL N. T.S TO BE INSTALLED WHERE GRADES ARE > 5% GRASS OR SOD AS Al, ROPRIA7E 8' 3 4 I� �1 aPRO PRO. lS E SOD WHEN LELC THAN 5 FT/SEC dR GREATEAT OR G H/CHLY RED. E SdtB ARE ENCOUNTERED. GRASS CHANNEL S TYPICAL NTS 8ZQ770aI PORTLAND CEMENT CONCRETE TO BE SOD) PSI O 28 DAYS MINIMUM. STEEL REINFORCEMENT TO BE ASTM A-615-79, GRADE 60, 1' MINIMUM COVER DEVGN LOADING AASHTO HS20-44, SMUCTUW SHALL HALE 2 COATS OF ASPHAL RC SEALANT WATER TABLE m BE 3.5' BELOW FINISH GRADE NiN/YUM. 11000 GAL. GRIT/OIL SEPARATOR "I YSER MIDGE SAT FENCE .00DfNSTOACES Q QQ Q O Q Q Landscaaing Notes: O Q Q Q 1. Landscape architect shall be notified to inspect proposed locations of plant material and Q Q Q Q Q \� condition of plant materials when delivered to site prior to installation. FLIER FABRIC STAPLED Ta STAKE TO BE MIRAR Q Q Q Q r 2. All plant material is to conform to the requirements of ANSI Z60.1 "American Standard for Nursery Stock" for quality, size, genus, species and Variety shown on the planting plan. 10OX OR APPROVED EWAL Q Q Q Q Q Q Q Q Q Q J. Landscape contractor shall be responsible for identifying locations of underground utilities prior to excavation Tor planting. Q Q Q / Q000QQQOQQ Q t'WD::NT TREE TIES PLANT ILA° O RONG GR 1" - 1' ABOVE SURROUNDING GRADEARG. AND EXTENDINTO UNDISTURBED SOIL FOLD BACK TA�El LOOSEN TTOP OF BURLAP. �l2 RK 4- DEEP) EJO RO71 GRADf-j EXISBNG GRACE 24' PLANTING SOIL: FOOTBALL SITALL SIT l0-BO,T TCPSdL FROM EXCAVAFOV DIRECTLY W TOP OF 10-JO,T PEAT MOSS WHH - VNOISTURBEO SdL BONE HEAL 5 LID LBS W.YD. OR 5 LID""-- 20.[ SUPER PHOSPHATE/W. 19. MIX HOLE SHALL BE TWO TO THREE RMES AS WIDE AS ROOT BALL (SEE NOTE BELOW). MIn, SLO°Ep SIDES hat 1. PLANTING HOLE SHALL BE J RMES ROOT BALL DIAMETER W 11/6HLY COMPACTED SOIL 2 RMES ROOT BALL DIAMETER MINIMUM TN ALL OTHERS 2 STAKES AND WY WIRE PLACEMENT SHALL NOT INTERFERE WIN PEDESTRIAN TRAMC. DECMUOUS TREE PLANTING DETAIL N. T S. PLANTING SdL.�L� BACKFHLL WIN TOPS - FROM HIXE I PEA/MO55 WIN - -I - 6LXIrX ROVE MEAL 5-10.UIS./CU YD. ORS _ 5 LBS 20A' SUPER PHOSPHATE/CU MIX I - -I ROOTBALL SHALL SIT DIRECTLY ON TOP OF - UNDISTURBED SDIL I I -II I-I•I I -I I I -I I I I -I HOLE SMALL BE THREE RMES AS WIDE AS ROOIBALL MI RI SLOPED SIDES SHRUB PLANTING TYPICAL N.TS FILTER FABRIC TD BE CUPPED, BACKFAJXD AND TAMPED 6' BELOW GRADE d2ML INSTALL SILT FENCES AT TOES OF UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. CURVE THE ENDS OF THE FENCE UP INTO ME SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE CONTRACTOR SHALL INSTALL SILT FENCES AT THE TOE Or ALL RUED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION. NOT NECESSARILY REFLECTED ON FINAL PLANS. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABRIIED, AND REMAIN THE PROPERTY OF THE CONTRACTOR. SILT/CONSTR;CTION PENCE EROSION CONTROL TYPICAL N. TS PERMIT PLANS — NOT FOR CONSTRUCTION NPN DFH ev NPN )YEp SUMMIT ENGINEERING, INC Enyln- • su.wYo.a • Runners • Landscape Arcnrcecn SM 50 Jay Drive E South Burlington, VT 05403 NITS Bus. (802) 658-5588 Faa (802) 656-M29 LANDSCAPING AND DRAINAGE CONTROL DETAILS OA'7- 6/21/11 ORAHINC NO. HERITAGE AUTOMOTIVE GROUP D2 PRO,.eCT NO 1580-1620 SHELBURNE ROAD SOUTH BURLINGTON. VERMONT © 8102 NORTH AMERICAN GREEN EROSION CONTROL Products Gaarontood SOLUTIONS 14649 HIGHWAY 41 NORTH DANSVILLE, IN 47725 eo0-nz-zoao www.nO9iRWn.wm 1. PREPARE ME BEFORE INSTALLNG ROLLED EROSION CONTROL PRCOUCT (RECAP i). INCLUDING ANY NECESSARY PPLICATON OF LAME, FERTILIZER, AND SEED, NOTE: WIZEN USING CELL-O-SEED 00 NOT SEE) PREPPED AREA. CELL-0-0- ED MUST BE INSTALLED WEER PAPER SIDE DOWN. 2. BEGN AT THE TOP OF SLOPE BY ANCHORING THE RECP'F IN A 6' (15 CM) DEEP X 6" (15 CM) WOE TRENCH WITH APPROXIMATELY 12' (30 OM) OF RE EXTENDED BEYOND ME UP -POPE PORTION OF ME TRENCH. ANCHOR REM. WE A ROW O STPLES/STAKES APPROXIMATELY 12" (30 CM) OF REM, PART IN THE BOTTOM OF ME TRENCH. BACKLL RAND COMPACT ME TRENCH AFTER STPUNG. APPLY SEED TO COMPACTED SOIL AN0 FOLD REMAINING 12• (30 CM) PORr� CM) ^ECP'> BACK PART MR ME D AND N OF �s COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WM OfLES A ROW STAPLES/STAKES SPACED APPROXIMATELY J ROLE ALL REM', MUSTHBERSEGIRELY FASTENED TODOM OR ) SOIL ISURFACE BYYCPLAONG ST PLES/STAPES INAPPROPRIATE LOCATIONS AS SHOWN INROSS ME SLOPE. REM's MILE UNROLL ON APPROPRIATE SIDE A AINST ME STAPLE PATTERNME SOILEGIIDE WHEN USING ME DOT SYSTEM STAPLES/STAKES SHOULD SE PLACED NROU H EACH O ME COLORED DOTS CORRESPONDING TO ME APPROPRIATE STAPLE PATTERN, 4. ME EDGES OF PARALLEL REM', MUST BE STAPLED WM APPROXIMATELY 2" - 5' (SCM - 12.50M) OVERLAP DEPENDING ON REM', TYPE. 5. CONSECUTIVE RECANT SPUCED DOW ME SLOPE MUST BE PLACED DID OVER DID (SHINGLE STYE) WIN AN APPROXIMATE 3' (7.5 CM) OVERLAP. STAPLE THROUGH OVEAUPPED AREA, APPROXIMATELY 12- (30 CM) APART ENTIRE REM'a ECM. NO E: IN LOOSE SOIL ONDITNS. ME USE OF STAPLE OR STAKE LENGTHS GREATER MAN 6" (1' EROSION CONTROL MATTING - SLOPE INSTALLATION �� �� SEC1 NOTE: SED/MEAT SHOULD BE REMOVED FROM BEHIND CHECK DAM WHEN IT HAS OF THE DAM. 70 ONE HALF OF THE ORIGINAL HEIGHT OF THE DAM. OF VAOT 4TYPE / L- THE DISTANCE SUCH THAT POINTS STONE A A AND B ARE OF EQUAL ELEVA77ON C B FLOW 2 1 T f 6" BELOW W75/DE EDGE, 24' MAX. f STONE CHECK DAM TYPICAL N.TS. 18' MIN. RUNOFF WATER GRAVEL (12" MIN. DEPM) WN SEDIMENT SEDIMENT \ LEERED WATER WIRE MESH ATCH BASIN STRUCTURE 1. A WIRE MESH SHALL BE ACED OVER THE DROP INLET OR CURB OPENING SO THAT THE ENTIRE OPENING AND A MINIMUM OF 12 INCHES AROUND ME OPENING ARE COVERED BY THE MESH. THE MESH MAY BE ORDINARY HARDWARE CLOTH OR WIRE MESH WITH OPENINGS UP TO 1/4 INCH. 2. THE WIRE MESH SHALL BE COVERED WN CLEAN COARSE AGGREGATE SUCH AS CRUSHED STONE FOR A MINIMUM DEPTH OF 12 INCHES. CRUSHED STONE SHALL BE BEDDING STONE FOR SEWERS (ASTM STONE SIZE NO. 67). SEE SPECIFICATIONS. 3. THE COARSE AGGREGATE SHALL EXTEND AT LEAST 18 INCHES BEYOND ALL SIDES OF THE CATCH BASIN/DRMN OPENING. 4. THIS SEDIMENTATION CONTROL SHALL BE UTILIZED AT ALL CATCH BASINS THAT WILL RECEIVE RUNOFF FROM DISTURBED AREAS. IMENTATION CONTROL AT CATCH BASIN - OPTION 1 I Ts, AS PER PUN MINIMUM E-1 GROUND PROFILE Px� DE APPROPRIATE MATAD A' AND EN ExI AND STABIURD BA NCE PLAN I. NO STONE SHALL BE 1.5 TO 4 INCHES WM A W ORUM THICKNESS OF 8 INCHES TURN RAID USES STALL BE AS SHOWN N ME APPLICABLE CORSnT1Kil. STAWUOAT. PUN. OPP SHE.. THIS MAY INCE OF C AADOINS WILL STTONE.�/ORTHREWOOY NG �1 � REPU,CING STONE.NT ENT OF APPROVED ALTERNITME ESH FROM EPOR TO EXITING STE IS EICOURAD TOMNWZED REDUMEO MAINOF RE00ANG P�NANKE O STARU2ED ENMARCE. 74�ABRIZED AP ON MOUND BUILDING AS SHOWN N THE PUN. AID WM THE PROVE TSwWN ABOVE. STABILIZED CONTRUCTION ENTRANCE NOT TO SCALE LIMIT -OF -DISTURBANCE CORDON CONSTRUCTION SPECIFICATIONS a THE APPUCARE IN ASE PUN. WITAUAnN OF PRMANFIT SECU.TY PNaxc Is ALSO Accw-.. .-WUM 16-FOOT INTERVALS FENCE SHALL BE WRE OR'2w• TRD TO THE SUPPONT P.M. 4. THE FENCE SHALL BE MANTANED IN A IDRKMAI UKE MANNER. AND SNALL RESMN N GRACE UNTE FINAL SITE STAB -TIN IS ACHIEVED. EROSION PREVENTION AND SEDIMENT CONTROL CONSTRUCTION NOTES: PROJECT MUST ADHERE TO THE TERMS OF GENERAL PERMIT } 20 (2006) AS ARDIDDT FEBRUARY 5. 2006 FOR STGRMWATER RUNOFF FRN CONSTRIICnON SEES. FIRS PROTECT 4.BEEN SCORED AS RODER/.TE RISK PER ME RISK SCg6NG ANALYSE IN APPENDIX A OF I- PERMIT. TO PRESERVE ME DR LI IN ITEMS USTED BFLOw. LANDOWNER/CONmACTOR SUALLANRE. AND NTDER5TAN0 MEP-.- OF GwwA. PERMIT O-SON (2006, REMSED VKB) AND ME FIELD EUOE FOR EROSNIN PIEWAION AID SEGMENT CONTROL (VERMNT DEC. 2008). . NEW LOT OWNERS/CONTRACTORS MUST OBTAIN COAPPU-T STATES ON ME 3-W20 PERMIT OBTAINED FN THIS PROJECT AND COMPLY WN ALL PERMIT REGUREMNTS, TER STABUZAINM OR AFTER 1EUPORART MEASURES ARE NO LOHGw NEEDED. UNLESS OMERWY AU'ZPAF FINK 91E 3 ALL AREAS MUST HAVE TEMPORARY GR PERMANENT STABIUZATN WAIN 14 DAYS O NMA. DISTURBANCE. AFTER THIS THE ANY DISTURBANCE IN ME AREA MUST BE STAMUICD AT ME END EACH WORK DAY. ME FOLLOWING EXCEPN)ME APPLY. - STABXIZADON IS NOT REWIRED F WDBK IS TO CONTNUE IN ME AREA WMIN ME NEAT 24 HOURS AND MERE 5 NO PRECR4ATON FORECAST WTHN ME NEXT 24 HOURS STAEW_b TON IS HOT REOUIRED F THE WORK IS ocwRING IN A SELF-COtTANEG EXCAVATN O. EKE-, UT ETWN I UTY ME DMN O 2 FEET OR GREATER KEG. IOUSE FOUNDATION .T 4. ME NOTDE OF INTENT SHALL BE POSTED N A MSB6E LOCATION AT ME PRDECT ENTRANCE. 5. ALL wo�N CONTROL MEA OEiiO Li ei CONImucnaR -p D REPLACED oR REVMRREEDWASI NE2�RY RJR io vPEliixi NOTI¢ oF�nnrr FOR NSTE -DON OON- O \ \ V / \/ J ) )) \ 4• i PVi EROSION PREVENTION AND SEDIMENT CONTROL ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES MUST BE IMPLEMENTED DURING THE WINTER CONSTRUCTION SEASON IF EARTH STABILZATION NOTES: OS�n1) LL DISTURBANCE IS PLANNED DURING THIS TIME (OCTOBER 15N TO APRIL 15M). / \ \ \ 1. MULCH SHABE APPUEO TO ALL DISTURBED AREAS AT 2 TONS PER ACRE. MULCH CONACTOR/LANDOWNER SHALL READ AND UNDERSTAND THE FOLLOWING NORTH M AMERICAN Y\`Y l E /\ \ SHALL CONSIST OF AIR-DRIED HAY OR S RAW FREE OF SEEDS AND COARSE ITEMS: / �) O MATERIALS. TAnPROTECTOR MUST SwTEMBw AN uVST BE INSTAED AFTER ISM TO BE SOLE Na.UgNG GREEN `\\ r O \ 2. TOPSOIL PILES SHALL BE MULCHED AND RINGED WIN SILT FENCE. woSN ¢CAI.VE SLAN EM Nm/w xE- MULN 1- 3. CONTROL Producta = =- A �-"'� /"\ z. APPLE A uwMw OF I wNEs OF MULCH WM AN eo-RDz GROUND COVER. MULCN SIALL SE MACKED GR (1D Cu) \ \ 3. DISTURBED SOLE TO BE STABIZLED AS FOLLOWS: STABLEED WM METONG N OPEN AREAS wRNERABLE To WIND. GDOmFrfeed SOLUTIONS CHANNEL SLOPE LINING 3. PROMDE ENLMGED ACCESS POINTS TO THE SM STARRED TO PROMDE FOR SNOW STOCK'PILNG. __-____-= / 1 O /(/ 1%TO5% NORTH AMERMAN GREEN $ISO 14649 HIGHWAY 41 NORTH =_........ _ _ _ - _ / dAt'/ `� Y > 5% STONE RIP RAP 4. DW M OF-TURS.E. MOPED N REttwcm TO -CT BGUNDARI OF -TER WORK _ __ __ _ _ 2'-s' / B .. .:...._ ......:: :....:..... n EVANSVILLE, IN 47725 V I M - lzs cx) / / \ \ \ V CATCEVSH NG 5. CIFABED sxOW S ALL BE STaKPREO DO -SLOPE OF ALL AREAS of DEIRSIACE AND OUT of 8W-772 2040 !_.._ �1l` - - \ \ CATCH BASIN 610E SLOPES LINING STONWATER MEAMEHi STRUCTURES www nograen com s \ \ \ �]:1 MulcH 6 A Mu I: J (1:2 MAX.) >•3:1 NORTHAMERICAN GREEN SISOOR EQUAL. MUM 25 FOOT BUFFER SHALL BE MAwTANED N PDBMEIER CNMOLS SUCH AS SILT FORCE. - .. - :.� .... >2:1 NORTH AMERICAN GREEN SC2SO OR EQUAL A OF wATERa00r WTRN 1m FEET, Two Rows a SET FENCE uusiBE EIusA KwAGirNTMioxiol m 4. UME MAY BE APPLIED TO ACHIEVE SOIL PH OF 6.5 FOR AREAS TO BE SEEDED. 1 •M)'.'.'.'. I (1y6RA _ � � BO7TOM - - / REWIRED. 5. APPLY COMMERCIAL FERTILIZER AT 1.0 LBS/1,WOS0. FT OF N20, PS AND K20, IF S. NNxncE sMUH;TUREs M K IA'• SWALE - I I B ti Eli FwAND OTHER PRACTICES MUST BE 1x5TAINSTALLEDOF MEN iw GROND. -....:__...... \ I I % / O O I \ I ) / 10. DISTURBED SOLE MUST BE STABX2E0 AT Mf END O EACH WORK DAY, UNLESS NO PRE TATN IS \ 1 1' AWN./ 6. LAME AND FERTILIZER SHALL BE MIXED THOROUGHLY INTO THE SEEDBED DURING SOIL FORECAST WTNIN 24 HRIRs AND w NLL RESUME WMN 24 HOURS w ME snME DISTURBED AREA. IN _ 1 I- PREPARATION. M ST AT COLLECT AID MEIMN SUCH HOUSEwN RUNOFF AS FOUNDATONE AND UnUTV TRES DAILY I PABUTATN 15 NOT PEGUIRED. 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECAP',). INCLUDING ANY NECESSARY APPLICATION OF UME. FFATIUZER, AND SEED. III -I 7. GRASSED CHANNELS SHALL HAVE A MIN. OF 4" OF TOPSOIL PRIOR TO SEEDING. .PAIN TO STARLDATxM slow AND ICE SHALL eE RPNOVED ro U55 MAN t INN MICKNEss. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPPED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. CROSS-SECTION II 2. BEGIN AT ME TOP OF THE CHANNEL BY ANCHORING THE REM'R IN A 6" (15 CM) DEEP % 6' (15 CM) WIDE TRENCH MN APPROXIMATELY 12' (30 CM) OF RECP'B 8. DISTURBED SOILS SHALL BE SEEDED ACCORDING TO THE FOLLOWING TABLE: 12 USE STONE ro STAIMUS AREAS SUCI As ME PEBNETER OF BIILDNGS UNDER CNSTRUCnN N EXTENDED BEYOND ME UP -SLOPE PORTION OF THE TRENCH. ANCHOR M RECAP a WIN A ROW OF STAPLES/57AKES APPROXIMATELY 12" (30 CM P IN ME MNERE CNSMUKTN VORC NAR MAFOC IS ANTICIPATED. BOTTOM OF ME TRENCH. BICKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND Pow REMAINING 12" (30 CM) PORTION OF SEEDING RATES FOR TEMPORARY STABILLEATION: REM'W BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'a OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12' (M CM) gSDIMENTATION CONTBOL APRIL tS-BEPT.11: RYEGRASS(ANNUAL OR 'ERE. -IL: 20 LBSACRE) ACROSS ME WIDTH OF THE RECP'a. 3. ROLL CENTER REM'. IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RMP'a WILL UNROLL WORM APPROPRIATE SIDE AGAINST ME SOL SURFACE. ALL SEPT. 15-APRILM:WlNTEERYF(120LBSACRE) RECP'a MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN ME STAPLE PAMRN GUIDE. AT CATCH BASIN - OPTION +B WHEN USING THE DOT SYSTEM w, STAPLES/STAI(ES ENDUED BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESFONDING TO THE APPROPRIATE STAPLE PATTERN. NT.S 4. PUCE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WIN A 4' - 6' (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' (10 CM) SEEDING RATES FOR FINAL. TTnBILIZATION: APART AND ♦" (10 CM) ON CENTER TO SECURE RECP'a. 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STPMA LES/STAKES APPROXIMATELY 12- (30 CM) APART IN A 6" (15 CM) CHOOSE FROM: VANIETY LBS.IACRE LBS/IOOO SO. FT. DEEP X 6" (15 CM) WOE TRENCH. BAGKFILL AND COMPACT THE TRENCH AFTER STAPLING. SIROSFOOTTREFOIL EMPIREIPARDEE 5 O.t 6. ADAACEM REM'R MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON REM', TYPE) AND STAPLED. 2' X 2" X W" L OR WOVEN WRE FENCE (14.5 WOVEN WRE FENCE ]. S HIGH ROW CHANNEL PPl1CATD 45 ( STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO HA FOOT (9 M - 12 M) INTEINMS. USE A DOUBLE ROW OF STAPLES OAK POST COMMON WmrtE CLOVER COMMON 6 0.2 STAGGERED 4' END CM) PPRT AID 4 T CM) ON CENTER OVER W OF WIDTH OF THE CHANNEL GA. MIN., MAX. 6 "MESH)) PLUS 8. ME TERWNK END KR THE RECOM MUTT BE ANCHORED R A ROW STAPLES/STAKES APPROXIMATELY 12' 30 CM PART IN A 8' S CM DEEP % 6" 15 CM FILTER FABRIC ( ) (1 ) ( ) bw,O TALL FESCUE KY-]1IREBEL 10 O25 WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. PLUG MINIMUM 6" N IIN LOOSE SOIL CONDITIONS. ME USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. COMPACTED REpTOP COMMON 2 OAS /�I EXIST. OR FILTER FABRIC W EXISTING OR RYEGRASS IPERENNML) PENNFINE/LINN 5 O.t NOTE: GRADE BURIED MP - +jj.++ 1';'•;• FINISHED ACRITMAL POINTS • HORIZONTAL STAPLE SPACING SHOULD BE OLTERED SEE SPECS. ?i„ r yk,'. - �0� GRADE-MICLOVE S.ER ACACH OF EMPIRE AND PARDEE OR 2.S LB6.OR BIRD6FOOT AND 2.S LBS. WHITE �*z CLOVER PER ACRE. B IF NECESSARY1-POLTO ALLOW STAPLES E SECURE ME y . - A. OVERLAPS AND ER SEAMS CRITIG4L POINTS ALONG ME CHANNEL SURFACE. B. PROJECTED WATER LINE `A4:) "%6' MIN. TRENCH C. CHANNEL BOTTOM/SIDE •+ IN LOOSE SUL CONDITIONS, ME USE OF STAPLE 1Jl. SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6' (15 cm) MAY O/ 16' MIN. BE NECESSARY TO PROPERLY ANCHOR ME RECP'a. Fv BURY FLAP OF FILTER FABRIC NOTES FOR SR T FENCE EROSION CONTROL MATTING - CHANNEL INSTALLATION 1. SPACING OF WOW FENCE POSTS NOT TO EXCEED 10'-0'. 2. SILT FENCE SHALL BE INSTALLED BEFORE ANY EARN REMOVAL OR N. TS. E%CAVARON TAKES PLACE. J. WOVEN WRE FENCE TO BE FASTENED SECURELY TO POSTS WN WRE TIES OR STAPLES AT TOP, MIDPOINT AND BOTTOM. 4. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE. ♦ G F CTp / TI 5. OVERLAP BY 6', FOLD AND STAPLE ADJONING SECTIONS OF FILTER FABRIC. PERMIT PLANS - NOT FOR CONS IRUC I ION 6. MAINTENANCE SHALL BE PERFORMED AS NEEDED, AND THE MATERIAL REMOVED WREN "BULGES" DEVELOP. DO NOT DEPOSIT MATERIAL NEAR WETLANDS SURVEY EROSION CONTROL OR WATERCOURSES. Z 7, FILTER FABRIC SHALL BE ENTRENCHED 6' MIN. BELOW EXISTING OR FINISHED GRADE. NPN DETAILS 6/ SILT PENCE DETAIL � DF N.T.S. ORA HERITAGE AUTOMOTIVE GROUP ORA' 3' METAL ROOF DECK ABOVE / ITV SPAN DIRECTION PAINTED TUB STEEL -MAIN FRAME 10-0" EDGE OF ROOF CANOPY - ABOVE 3" METAL ROOF DECK TOP WITH {" PLYWOOD, 30 LB. BUUILDING FELT STANDING SEAM METAL ROOFING. WRAP REINFORCED CONCRETE SLAB PERIMETER WITH METAL TRIM AND CUP $TRIP -, DIESEL .GAS BROOM FINISH PAINTED NB STEEL -MAIN FRAME TUBE STEEL INTERMEDIATE FRAMING 6,000 GALLON 96 DIA. FIREGUARD TANK v REINFORCED CONCRETE SLAB BROOM FINISH 21'-8" 23'-0" FUEL STATION - END ELEVATION FUEL STATION - PLAN 1- 33.1 'METAL ROOF DECK TOP WITH 'PLYWOOD, 30 US. BUUILDING FELT TANDING SEAM METAL ROOFING. WRAP ERIMETER WITH METAL TRIM AND CLIP STRIP PAINTED TUB STEEL - MAIN FRAME REINFORCED CONCRETE SLAB BROOM FINISH .3.43 FUEL STATION - SIDE ELEVATION N.T.S. E 1 -1 r 1 1 1G l i �-( r D A A D F C A A ��a A A 0 J H H 4' INTERSTICE I DOUBLE WAL THIS HEAD ONLY i'Igrg� BLRKNEW �L �ii---_`- -- 4,000 GAL- I GAL _. COMPARTMEM !i1 COMPARTMENT ARE STI SEAL WELDED O w 16'-5" INNER 40, 40- 17' OUTER 1_ LIGHTWEIGHT INSULATION WFHIN INTERSTICE -- T"Y HOLES TYP FITTING LEGEND CAPACRIT : 6000 GALLO.' SPLIT 4,000 2 TYPE FrctE LARDY rn AWEJA4RK OF THE STLa TMX NS R EO. NO. RED. - 1 OPERATING PRESSURE - ATMOSPHERIC TANK WTERAL -MAD CARBON STEEL HCKNFSS - INNER- HEADS: 5116'. SHELL 1/4 E55 -OUTER- HEADS: 5 ta', 0MSHELL: 1/4' MIEL. GAUOE OR THMKNESS PE U.L 25 CONSTRUCTION - INNER -LAP WEND OVISR)EOKL OUTER -LAP WEIR OUTSIDE ONI. TANK TEST - PER UL 2055 TNT. RIM -NONE EXT. FNISH - SP-a BAST, FINISH PLANT WARE EASM- UL 2085 AND FIREGLLViDY PER 90 A 4- FEMALE FG COUPUNG B S' I" FFSO FLANGE PRMANY EMERGENCY YEW USE L. 6' FFSO 1B0f FLANGE THROUGH OUTER SHELL ONLY. MARK ,,TH SPECML WARWW LABEL at1ERSTITIAL WERGENCY YEW USE ONLY SIiP LOOSE (1) B' FLANGE ELEIMICe VENT' (2) 6' FO" DIERO CY VWIS 2' FITTING TMNOUGH OUTER SHELL ONLY WITH CAST D NON Pl - FG Y E 2" MONITOR PIPE WITH HALE NPT ENO F 24, 4 1/4" PLATE TIGHT BOLT WINWAY WITH t/A' TACK 1-CORK GASKET AND 'B" M COVER ON CL FITTBNG WITH MONITOR PIPE WITH CAST IRON PLUG - BULKHEAD MONITOR H 2" FFNALE FG COUPLMG 6 15Of FFSO FANGE PPoMARY EMERGENCY VENT K PDL1P MOUNT 36"r36` GROUNDING IN SADDLE 6,000 GAL 96"0 CYL. FIREGUARD® USTDF£T BEARDSLEY iNC ROJECT, BURLINGTON, VT PERMIT PLANS — NOT FOR CONSTRUCTION w,vorr NPN FUELING STATION OA7F 6/21/11 o�ra DFH SUMMIT ENGINEERING, INC HERITAGE AUTOMOTIVE GROUP ORA{WNO NO. D4 ORAYA• NPN Eng�nes,s • 5'urr yoro • PNmers • lanticcaPe Archh . 50 .lot Drive South Burlington, VT Bua. (802) 658-5588 Fga (802) 2) 658 658-3629 1580-1620 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT LYYf514D SM Rwaccr NO. 8102 scN(E COTS He — p t SClN . 3/31 /11 DacNqu. her 51- Ldh Name C m Nerve AS 36 Z5 3' Acr .xMaram &a Maple 'Green NountoY�' AC 4 8-10' AmelmaNbr canadanb ShoEblw Sw i"bemy CC 13 3-2S' Car . coa bn Amarkan H—b— UA B 9-10' ul— amarbma LB y Am. Elm GREEN MOUNTAIN' DRIVE , , ,. ,x; d q r_1 f_ 1 r•A I. 1Mlaq. Wmt Sd"" 3/31/11 GRAPHIC SCALE o ml— T— K9" QbL Mu l^ef• uo.... Gommm_i!®A EROSION CONTROL FEATURES AS 35 15-3* A—.oWwwn Sugo Yople'peen Meu b, STONE CHECK DAM ( IN FEET ) AC • 5-10' Am krlhA m�aAmal. CC 13 2-2.5- Crpkm evelmi— Stromlo. SrvkeErry Amrkm H—b— 3 inch 30 ft uA 5 9-10" ub— umrkaw I.ertr Amrkm Elm SEDIMENT TRAP AT CATCH BASIN SI.Ml. SILT FENCING Ka 013. MIA Ldh-m®i Cmmmpo_tl®A LIMITS OF DISTURBANCE EF 12 3 9m E—m - fortunN 'Emr rM Gold Euon„nu. 10 15 3 90L ll . glmm 'Compxta' Crnpo " —y do 23 5 9m Amo— ae`te.1. 'see peen' d.�lpr A PERMIT PLANS se 11 3 9e1. Sph— . b—I9a &..a c. M. Mn y ware a Sol— NOT FOR NS7RUC770N K " ft. Edti Mom. "®` 9/RIfY W 200 S— rtemvl.e. Mk- prr.nH. NPN/GDo I. NDSCAPE do EROSION CONTROL PLAN Ny'Y 1. Starbuck, Pomdg R G.nge� _ _ — 1 _ ` N/Y ` ® \ Pizzagpdi Praprties, LLC — I N/Y , N/F 1 ® \ I Pizzogdli Pr wt/es, ac , CMS Rsdty, LLP 1 EB GREEN M 0 U N T A/ N DR IV E , I \� — �y�I ® I � — — — — — — — — — — — — — — Eaarnenti -- ; NIF lOX Syatama Lwp. tillI _ _ .._. ..._... 1 !I ._. ._..._ INVENTORY DISPLAY � 2 HANDICAP SPACES Her%(a a GEOL i I II INVENTORY DISPLAY TO BE DELINEATED IN EKIS PARKING AREA 0",CB a..ADt 3D Green Mountoir N/Y 10X Sol— Corp. Legend — _PropertyyR.O.w. Line ---------Eaxmmf Lne --——————— SetbpA 0 lrm Rod Ewnd D Ofaity Pde ® Mmbde ® Catdr Basm (aquws) 0 Proposed CafM Bosar (square) b Hydrant ' Proposed V hf Pde ® cote vole. ®G Gas Vdw � Sign m T~p Box a.e,tya OEsisting Deciduws Tree/Shrub 'O Proposed Deciduws Tree1S b 0 Esisting Pare Te /Shmb 0 Proposed Eargreen Tree/Shnt, r1.�Yv./Jl Treeline/Shnlbs V Handicap Parking Bdiwd ® Dumpetr/Recycling SDMH — R m-4T5 5 Y/F I Robrf Hermon LLC I o 1 1 I I I I I e I ' 6 Drive I NIT' 1DX Syrtem Cw tw tlm ® I E i it INVEN =Y DISPLAY I 1 Heritage I Collision I I I Center V 1; r 40 Green Mcuntoin Drive III ----- ASSPUPIIMP I i 41 1 I 1 I YOr Port —Mg, 141 1 _ I I I I II I I 0 0 0 I Q I nmo t t INVENTORY DISPLAY INVENTORY dSPUY INVENTORY dSPIAY 1 o Croon Mountain Power I i Vol. 4B1, Pg. 30J II ' DRIVE ISLE AND RILPLANTITO BE BE RELOCATED I I 1 1 1 1131111I _I1.1111J_1_l�_�11 � � j VAN ACCESSIBLE AA HANDICAP PARKING ® ® ; T 1LU ~1 0 INSIDE CAR II II WA EDH PROPOSED NEW HAD SERVICE BUILDING VE— 6 _--__— PROPOSEI , NEW CURB I I 1 ID Heritage Toyota i I N/F Po<i/see 1620 Shelburne Raad a MOr Pwmership I ✓ o se tDock Heritage Ford VAN ACCESSBIE I� 1600 Shelburne Rood HANDICAP PARKING , 5 I Ii I PROPOSED NEW IJO F 0 Yord C. I 1 AESTHETIC FACADE I SetDoukwl PROPOSED ON PADCK /J —------- -----J _� — I I VAN ACCESSIPABLE J 1 HANDICAP `PARKING 1.19 INVENTORY DISPLAY � INVENTORY DISPLAY 1 1 — — — — — — TOYgto / I /! 1 I Scam Sign 1 I 1 3 PROPOgD CURBED ISLAND - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— — — o — I I — — ED SISIDEWALK— �i�o �Fwtl Sign Y Uaed ` o C r Sign., I 1 PROPOSED GRASS u —+ .TREATMENT CHANNEL -- / i9s.--{}' ® h --- 12I7' Es S H E L B U R N E ROAD (U. S. R 0 U TE 7) 10' BTde Easement To Vm'zm New Eng/md Vd. 497,, Pg. 282 Esxt Locatmn Ut, er as ------------------- --------------- oB P _ NyY Anton' B. PomMew. ClC Millicent C Cosh, T etas 1 I GRAPHIC SCALE ( DT FM 1 inch — 50 IL RE001REn LY FR AND EMPLOYEE PA A11 1 Spaces pr I001000 Sr Goss f/ow Area 111,9J4 SF — 124 Spxes Customr k Employee Po Aotg 225 Spaces Hmdiclm SPaces� ] Spaces pr Fat JOO Cuetomr and Employee Required. 9 PraNded I V Accessible Requved, 4 ProNded Handicap Spaces Access A — PERMIT PLANS NOT FOR CON: 0­ et Record Hrifoge Automotive Group, Inc. Vd. 116. Pg 284 15.74 Acres lndlNdud Parades Vd, 194, Pg. JJO 845 A — Vol. 194, Pg. 332 Vd. 199, Pg. tie 2.96 A — Vol. 214, Pg. 451 2.42 Acres Vd. 180. Pg. 134 I.B9 Ac AfIr --.- - Sforbuck, P.mdo : G.or9T� _ _ — 1 _ N/F ® Piirogdli Propwfies, LLC NIT' N , N/F Rd Bwmon LLC I Pizzagdri Properties. LLC , qe5 RMty, CIP I El � tzp9. G R E E N M O U N TA I N D R I V E ® o I 1 gasmen �� o IE o 1 7 INVENTORY DISPLAY 2 HANDICAP SPACES lax Systems Dorf. I I — — Herilo a Group 1 INVENTORY DISPLAY DELINEATED I N EM %IS 6 PARKING AREA Ot/Ce�OfehOUBe IN I 11 I I) >( 30 Green Mountain Drive I N/F ®. I rDx syerem cnrpwotion I 1 I INVENTORY DISPLAY { Hxitoge Collision I 3 1 I I enr r I I V 1 I 40 GreenCMountetoin Drive al GAS Lj I t � 1 it L _ DIESEL PtRB+... 41 'II I I fI I 1 p I A I _- 1 III MT Pwwsny IDx Systems Corp. Y (' I 0 0 I To peon MovntomfPoeer II I INVENTORY DiMAY INK:N iORY DISPLAY INVENTORY DISPI AY Vol. 487, Pg. 303 SAND O +rye 1 1 PLANTINGS LE TO BE RELOCATED I I I I I I Legend I I '' II e 23I ILI..1 .Ll L.�....Llil I I 1 I 1 — ——ProPwfy1ir o.w Lh. ---—---- Eosemenr Lin. ' ' IB A E — —Setback 'I r (''j'"j� + LLj O 4ar Rod Found F1' I� utaity Po'e ® uannd. ® corm Basic (e Bu ) ro.. INSIDE CAR wnsH L - — ■ wopae.d germ ea,in (:m,ore) �' - PROPOSED j— b H,b I I r I PROPOSED NEW — DVERHEAD Proposed Cgne vd. I I SERVICE BUILDING DOORS I 1 6 Got. Verne I " - _ I I NEPRW CURB I I 1 -I oG Goo Vdw II _ I a 4ign 0 Telephone Box CuroetoP I ' 19 — Heritage Toyota 1 N/E I I +D' Bock/S%de 7620 Shelburne Rood 8 I I I .MDT PwIn ip O Evatmg Deciduous Tree1S -& I Yprd 5etbnvw r Heritage Ford _ -- VAN ACCESSIBLE -' Oarppps.d D.aldaaVe rree/sn,I,D I I�+`i I : - _ f 4 &i.hng Pme Tree/5hruD ; Ire I ;. 1600 ShelbU Road _ _ 5 I HANDICAP PARKING 10 � I i wopos•d Evergreen Tree/Shn10 I — r�y ,�� rr..He/snmDs I h I b2 I PROPOSED NEW �m rwe g Handicop Porking ' P I — PROPINK D I I • Bdlwtl II I I = ON PAD I VAN ACCESSIBLE OumpstecKling / HANDICAP PARKING �- ® I III T I INVENTORY DISPLAY /. INVENTORY DISPLAY I I T.�laS Sn I '' 1 31 PROPOSED g1R8ED ISLAND --- — — — — — — — INVENTORY PROPOSED SIDENAI1� � �Fwa sign I JC DISPLAY SDMH ' I 1 Car Sign Rim=471S I I PROPOSED GRASS Inv !68! .TREATMENT CHANNEL 1 ' ® ' -_--- 327- fa29a5—_ to to III SHEL 3 U R N E ROAD (U. S. R 0 U TE 7) To V.rizm Neer Englond Vd. 497, Pg. 287 Exoct Location und.r eel ---------------- ---------— N N� I NNIP- ma MfB. P�Mew, LLC DES LCP Malicant C LaM—, T sloe I I GRAPHIC SCALE ( IN FEET I inch - 50 tL Study A — Area Of Study 322.781 s.f. Area Of L9 al...p I d St dy Area. 72.857 s.f. Pwcentog. of Lc d p t Study Area: 22.6z Study Ar.o Ll9nds Indud•d In Study Area PERMIT PLANS NOT FAR CONS7RUC7101V 0w of Re f, Hwitage Automofim Group, Inc. Vd. 771. Pg. 284 15.74 Acres 1n 194, Perch. 84 fA Pg. 3J0 843 94, P Vd. 199, Pg. 3TB 29 1A Pg. 118 M. Awes 114 Pg. 0.51 Z4 . Acres Ibr. 280. Pg. 134 1.89 Acrcs cranRe ® IDX pavement encroachment onto A//son property I I REFERENCE PLANS: Monumenr I Porce/ 11 I I I (a) Allson pavemon ent-croochment to /DX property 2.24 Acres 1 i J.) IN W . 105R PG. 2771' NA7IQNAL LIFE 3 I N/F j I9 1 INSURANCE COMPANY I 1DX Systems Corp. DX N/F 20' Sewer Easement To City I T I 2.) BY PEA DATED 1127187 T/TLEO `PARKING I Lots A and B Building I 1DX Systems Corp.d. 89, Pg, 12J p' I LOT SITE PLAN -GREEN MOUNTAIN DRIVE - NORDIC FORD/TOYOTA" (LOT 17) I I I Vol. 501, Pg. 518 / I Vol. 501, Pg. 513 I -- � 3.) "UTILITY CLARIFICABON PLAN" BY P.E.A. Portion of F er 70' R.O.W. Met- I DATED 4/1/87 (TOYOTA BUILDING) 'R 1 " -- I 3/4' P' pd. Now Part o/ Lot f 1 Pon. Gl/P F2/01 Vol. 140, Pg. 273 I I -� — m '� 4.) "COMPOS7E SITE PLAN-NORD/L FORD/TOYOTA" I I 25'B.G--- GNP /J -- - - __ --- - �y i uPrr� N 73_42 Z O BY P.E.A. DATED 7123187 5. 'NOROC FORD/TOYOTA MASTER PUN 1 d I Fauntl `r \ — — — — — Pde 50 1/2 —ss— _ _ — — — — — — _ _ — — — — -- _ — _ _ _---- --- — — — --ss— _ NETT P _ p of 126.)B7TTLE Now art of L 10' osemsnt To GMP q1O V 6J. P9 90 _ — — tt UEX GRO ALEXA SUNG Y/NORDIC GROUP/SHELBURNE ROAD" E RVE ---- — — — — — — d;-148; Pg. � _ � -- BY P.E.A. DATED 11/71/91, LAST REVISED 1/13/91. -_ 1" Iron Pipe 0.9, B.G S19'03'41 "W 7) -COMPOSITE PARCEL PLAN HERITAGE GRd/P" G —�— — i, 570.00`r — N1752'46"E 1 Signt Leon I 35.16 BY P.E.A. DATED 8126198,, LAST REVISED 9 7 9 /1/B RECORDED /N MAP VO 430 PG 28 S73'39 49 E 35 13' \ S 17:56'48"W I B.) "BOP REALTY ASSOCIATES" EL I 4 jx4" Concrete � � 4"x4" Conmete Mmumsnt 1A, � 1744' I , L ST EDCONSUL1/1BNG ENGINEERS N MA 1VOL 4,30, LAST REVISED i/18/99 RECORDED /N MAP VOL. 430, PC. 82. (71 m-t I (Ip erwe) a 6;rum,neus ons - CurD Concret � I Bituminous G-1, B.G. 13, ^ g. ) BOP REALTY ASSOCIATES" BY KREBS 9 LANSNG I ✓d. IJ1, Pg. 2 0 Pod Curb + a'�Y / / CONSULTING ENGINEERS DATED 7 JO 8, / RECORDED IN MAP VOL. 4,30, PG. 31. 82' III } h�/ya / / ROUTE 7 10.) VIGHT-O AGENCY OF 7DRAWN I IN \\ I I h / / NO., 83 WAY PLANS DRAW NC NO.s JO AND 31; $HEE75 83 AND 84 L /29. SHEETS hr0 I O Curb inoua O I I Porking l / I rn N Poking `\ M, aTsni \ I MAIN Bifum roue AM- l % Le e LOT Cure !l1 N o l-----ss----Sanitary Sealer aN II PARCEL 12 } l / l -----e----Slam Sewer — rA Paved Po-d Parking Z I / l - - - - -"- - - - Water Line 29' I I / ' a Co. Line 1 -A O I eitum;nous I I canasta T- / - Underground Electric/Telephone I I am I 1 wdk Te/ephone and Computer Lines wr uL Overhead Electric -m- I IBUrro Inoue 11 O I - -—Property/R.O.W. Line - - I �- Swole/Oitch � I OWNER L RECOPO: MAIN PARCEL VOL. 194 PG. J30, 8-31-83 TO ALISON PARTNERSHIP PARCEL 3 VOL. 194 PG. 332, 8-31-83 TO ALISON PARTNERSHIP PARCEL 5 VOL 199 PG. Ila 12-1-83 TO ALISON PARTNERSHIP PARCEL 11 w/South Hoff of F.O.W. VOL, 214 PG 451. 12-10-85 TO ALLSON PARTNERSHIP PARCEL 13 VOL. 280 PG. 134, 6-15-89 TO ALISON PARTNERSHIP I 1 I /40' I 1 1 1 - — — — -Former R.O.W. Line ACREAGE; I I B Bituminous Wood - - - - - - - 4 - MAIN PARCEL "A" AND B" q . a Cancrore Bi moos I am stairs Easement Line 8.45 ACRES Clb I cum )d I I o Monument Found PARCEL 3& 5 /Er�-I I p O I 11 0 Iron Pipe Found 2.98 ACRES I 0 1 �rpr I \ 1 I I O Iron Rod Found PARCEL /2 w/South Half of RO.W (0.23 Ac.) I 52" Curb T abrm- 1 I 2.42 ACRES 1 3, P ( / I I I o Utility Pole 1 VolVd. 11J Pg 451 L. 1 ® Monho/e PARCEL 1J o/ - �' I 1 1.89 ACRES 1 hen Heritage/ � I �' ® Catch Basin (square) cronite I 'I] \\ 85, Passe _ o�Io Collision f 1 f I (round) Monument T ® COiCn Basin /OI/nd Parking MAIN a• N Centel N I I TOTAL ACREAGE - 15.74 ACRES S _ �` I I 0 Monitor Well LOT \ Z ( 1 1 6 Hydrant \ `n 1 0 Calculated Point O Pa etl Podcrote B r per art m zs ` I I 1 0 Light Pole I I Po.kr g _o g\ cap cap a a e fe /� / I I�t I e Gate Valve Heritage Ford Gas Vo/ve I 71' \ ( I F44 I I Sign - 4�_ - L W - \� n ve Telephone Box I Cornstop I O q o Paved O \ F t Bridge 3/4" Ira pip. —I I I I 2 F/;g \\ P-kMg awe w/ E/V Cop I owe) At Grode I I O Pde 6, \,a3' l •- 1 1 1 N9L9s no It is noted Mot no site assessment of hazardous o• oth- waste motriots has I 1 1 w 1 I been mods by S.E.I. and Summit r'9k, ,q, Inc. takes no rospmsibflity to,ony ARCEL 13 I i I mat-/a/s r co erti n Mot may ,It on this site. I a II I arof rnP Cxm° ksee. � 1 I (Y1 i A Oi W I Parking �Paved T 2 I I � GRAPHIC SCALE W �I Cancnf. I Bitm CuD BitmCurb_I 11 gSidwlk Curb I I I 1 1 I.I.{ w • Y I i awe 1 ( IN FBTon.sr ) Foot Bridg _ _ sT� Vol. f Pg. 1J2 TLC I I inch - 50 R I I - --� - _ /_ 1- - - - N705B'19"W - N7058Y9"W 1 W 1 Controls ) I 300.00' 299.24' roI• I 1 I I seewdk c Connate �\ o• I 11 Curb vI I I I o I 1 lo4' ave 8\Hxoyya G oup - - - I I wwr \\ 9\ \0)Rcite/Worehouse I I I i wl P.— PARCEL 3 Heritage Toyota PARCEL 5 I h n l I I I woad 2�Nb- = 9' 04' 92' Stairs rpr Bftum/ncus 1 Z c rb Orb I I I I I -I - -- EEnd-.r. u I l I I 0 \ \ I I 12' x 2s E.—ant Bitum no s I I Fe,"I I 1 1 10' NTde Easement I I I ounn \ \ I Powtl To Green Mountain Powr Curb To V izm New En and Concrete e^\ I I Prki^9 Vol. 487, Pg. 35 # 80' 1 Vd. 497,Pg. 287 � 1 Coro \\ I I e;eaminw.s l I I I Exact L tion I I weefined rransr rp- a,p codcrete - - - 35, I 300.00 ` 299, 24' 200.76' I I I ds j Or, Idea s BARTLETTIs I I - I J I -------------"------ -----------"-----------------•----------"--- -- - ---- BAY ROAD -e6- I----- ----¢---------- --s -D3�F ItIE}L3 Pd��rI3>TI o DI-�-�-/-----=--sr=== - - - - - -------------- a ---- NPN/KRV I - - - - p£zavEv rons - NPN SUMMIT ENGI ERING, AmhRecte A - oy£cWEn Engines • Surve .1­­ Inr FACFMENm TO GREEN MOUNTAIN POKER CORP. VO. 63 PG. 90 Vol 109 PG. 518 VOL I1J PG. 450 I : I23 PG 452 VO. iJl PC. 230 VOL. 136 PG. 132 VOL. 191 PG. 479 TO GREEN MOUNTAIN POKER CORP. & N£T&T VOL. 249 PG 266 TO V7. GAS CORP. VOL. 260 PG 44 VARIOUS GAS ONES POSSIBLE WATER RI Va. JO PG 286 VOL . 11 PC 393 AGENCY OF NATURAL RESOURCES VOL. 201 PG 452 VOL. 215 PG. 20 VOL. 215 PG. 489 VOL. 448 PG. 51 VOL:4' PG. 213 VOL. 449 PG. 330 UNDERGROUND STORAGE TANKS Vol 215 PG. 121 & 122 VOL. 216 PG 506 & 507 ICY. Z54 PG. 479 & l8O ALL UNDERGROUND TANKS ON THESE PARCELS HAW BEEN REMOVED PER CONWRSABON ON 11/26/0/ KITH ROGER BINKERD. ENVIRONMENTAL ENGINEER. PRO°OSED EASEMENTS PER REFERENCED VAOT PLANS OF ROUTE 7 RECOISTRUC77 V 1. A 5' WOE PERMANENT AERIAL EASEMENT ALONG TNE ENITRE RT. ]FRONTAL. 2. TEMPORARY D/T7 FRONTAGE & DRAINAGE V EASEMENTS ALONG THE RT. 7 FRONTAL OF RT. 7 G K10 RT5. J. EVSPAVED G LIGHT ARPOLE BBE RE RT. . AND PAYED PARKING ARE TO 2, REMOVED. SEE NECESSITY PEBBOV YOL. 4B1, PG 310. N/F Starbuck, P.mMo tr Gearge�- - - N/P IOX Syateme Ce . N/T lOX Systeme Carp. Lea_end NIF P/zzogdli Prope-t- LLC I NIP I I ' ` ` I Pizzo dli P B III 9 o -f;es. LLC �) GUS R t LLP RODerf Berman LGC \� I -- 1 I — — — —PARCEL 13 Heritage Group Olfice/Warenouse 1 i II l Y -I s r e a6 $atem C.,P-ian I i i. WY I.. ,MN u 4iVil T4 1 I P EEL IIIIIf! flllr - N/F MDT Pa Mtp Illuminance (Fc) Average 1.51 Maximum 3.7 Minimum = 0.32 Avg/Min Ratio = 5.03 Mox/Min Ratio - 12.33 ___... ... ......... .._..... Lighting Statistic Area .. , U gl J'.'I - - - _ - _— O Property/R W. O.Line Monument Found I , `' o Iron Pipe Found a:. o Iron Rod Found l LB Utility Pole • 6 - o Manhole I ' I I I PROPOSED NEW a6 ® Catch Basin (square) ; SERVICE BUILDING e ® Catch Basin (round) - Monitor Well �I I d Hydrant j i { d �' w ¢ a ♦ Heritage Ford 't° .I -_ - O Existing Light Pole j {•� I 1 - 1 - i I Lightmg Deslgn Provided By Donna J Laban, AIA Based On �- Proposed Light Pole i ' Heritage Toyota 9 yo a I N/F By9• -ng CM1ar-9 •c Gate Valve j I P � PARCEL 3 MOT Pptnarshy sl"1 Thi Plon la FwonTheaOep tim/Of Md Spec,Bcatbna Only And Is Nol To Be Used For OtM1er Ste ®G Gas Valve Sign i I ltI r�, j I And Const-ti- Related Purposes m Telephone Box Ir I ' I yr I j M I 1 I I I I StatAreo Front Lots Illuminance �t Curbstop Parking iI �I � I ' (Fc) AvageHandicap aximum2 34 4.5 (, e Bollard r�-' r { g- F6 I j Minimum 0.5 Avg/Min Ratio = 4.68 e i �'�=''y--• T ,-: - LE9�.4f- _:,.'^CE6' ^l 1 � Ti° _ MaxMax/Min Ratio 9.0 M oMM=v V (D - I I i r r� ,�ia'iliiiiii�ii iiaii 1II i I"IIIiI I r IliiIIII I - - - ___.....� T4 N6 %L I m,_, . - - N&T4 ., ~• � \ _ _ I Omer /Rnc.r 0--Htwit1g,. Autdnotrw 6ouP, Inc. ud. J]6. Pg 284 15.74 — lntliNtlud Pare%p/H o....,.. S H E L BURNS RIOA D (U. S. RO U TE /j Va. 1gy. p9: jg Z.9B Amos I Vd. 214, Pg. 451 242 A— Vd. 280. Pg. 134 1 �° 114 f dAJ pt 15 Acres iota/ PERMIT PLANS --------------------------- NOT FOR CONSMUCRON 085 LLP I Millicent c.NLosh, 7tistee NA Antonio B. P-,,neau. LLC suR¢Fr NPPNN/GDO pp DFH GRAPHIC SCALE ORAxIv NPN SUMMIT ENGINEERING, INC ° C!/Eta1'fD .i. 9 , sury — • I - Land.-- ( IN S) DFH 50 Joy Drive 5C4CF South Burli ngton, VT 05403 t I- � 5o ft je (802) 658-5588 Fo. (802) 658-3629 ILII pace 'Design lao . Oi ear aM'IrJnn,Cnf in a wnOk r,nw Ie±M SERVICE GARAGE SERVICE GARAGE SUPPORT NEW CAR DELIVERY STAFF SUPPORT/OFFICES VEHICLE SALES METAL PAN EL COLUMN METAL PANEL CDLUMN - NEW WINDOW 000R SYSTEM SURROUND � i ' SIAIAWND � I A I �> vaTs l VEHICLE CLSMAY °°° DAVEK 110 MANAGER 000 000 iA4 1104 ISSUES VANA S REPLACE OVHD DOOR WI WIN" S)T,1EM 000 � CLERICAL ALIGNMENT STA IFTOOLS MONK AFF - HENS YlOMENS PRIN�EREAx � ® ® w H CAR WASH i o' 000 f1Rf FfZJINT a t t , ✓ sA� �SALES L L EX NEW CAR CJRTAIK SEIMCF _ � y � ` a ,p DELIVERY q U9T PIED 11sNLS ` D� NnIPGO, FWI I" STORAGE 1 boo Eo j� L0 D Q '� RFiOCATFD ELECTRICAL PANELS WATTING F �i I z N GFEF„L 71 ` III~ R11 'Id r __ s T y Y TOOLS OIL — --* PORTAL j _ _ - _ _ °I, GAS rl H I H' _------------.. __ _- .. _ NEWOVND DDDR I METAL PANEL° WMN RELOCATED DWRLOUN NEW WALL OPENING LOCATION METAL PANEL 10 FOOT WIDTHSHOWN SURROUND NEW WINDOW DOOR SYSTEM SURROUND TELEPHONE PEDESTAL TOTAL BUILDING AREA = 17,735 SF To BE RELOCATE) PROPOSED FIRST FLOOR PLAN - SALES BUILDING 1/8° = 1'-0" HERITAGE TOYOTA SALES BUILDING y� o U + m a R z 0 0 QQ > _ o Z W W S Z W a— S Z:) o DO W Q N > z C o0 _ �o 0 0 � 3 � scale: AS NOTED project no. 10-784 checked by: TMS drawn by: JRP date: 4/D9/2011 file name: date revisions sheet title: PROPOSED FLOOR PLAN sheet no. A2.1 ACM COMPOSITE PANEL WEST ELEVATION L SCALe Il4" = r-p 3 EAST ELEVATION SCALE: 1/4" =1'-0' RIDGE FAVE E-0' CURTAIN WALL SYSTEM — DUSTING BRICK VENEER D9SIBIGAWSTOREROM'- EXIMNGBRIIXVENEER ••••,••••"••••"•,••••• ••"•••,• REMOVED OVIID DOOR LOCATION FXbTING ALU STOREFRONT WINDOWS EXISTING OVHD DOOR - DUSTING SPILT FACE CMU DOTTING METAL ROOF RIDGE FATE 18'-0" Is4r ,mv E,.... WINOOIV I# D.� -WWDDWSRLSILL D-0' Y N FFE NEW OV D DOOR _ IN NEW WALL OPENING ACM COMPOSITE PANEL PORTAL PORTAL - 2T-3' HIGH PARAPET II I I,'-,;yyy'. LOW PARAPET IS-9' WIN I��7I`'�II�I(I(I.��II(II�IjIRIIjIII��IpI� �IIIII .: .jIIIB(I ,-,�i I�pI�II I'�I�(��III(I y� _ _. WINpOV SILL ME 111IIIIIIIIIIIIWIIIIIIIII. 14'-0' r a n WIN DON T 1L D W FIE J NEWII.LPANELIMINGIN -- EXISTINGOVHDDOOR EMISTINGSRITFACE 111 - CURTAIN WALL SYSTEM 915TING BRICKVENEER EXISTING ALL) STOREFRONT - EXISTING BRICK VENEER \- CURTAIN WALLSISTEM REMOVED OVHD DOOR LOCATION NORTH ELEVATION HERITAGE TOYOTA SALES BUILDING e o n A N � m � G b& ¢Q W _ fl T- IL k a H �1! W W IL HO W W Q 0 Z 2 W U � VU scale: AS NOTED project no. 10-784 checked by: TMS drawn by: JRP date: 4/09/2011 file name: dote revisions Sheet title: PROPOSED EXTERIOR ELEVATIONS sheet no. A4.1 I � '• � I II -r{ I- ' I II I M.,� i it u I ""�•`� ---�----- ;a 16 -------------- -- . as it i I---I---'----- I; / D 30o111oaM � I I I I I I I saanca r I . . 1CD) up I ff r�• I� � ,filaca selvca I .wvN:radaofo.. I / � n -iv oxncroe wpraur _... I / IT II IT allo rule sues) IT ._^I ><.�ffaCN 1I ` _ A-1 �.. u¢iz aenvk. it :i \ `: � 4'(j 7 8 9 10 11 12 1 � tu'-10' 25'-7 trz-- _ _--54=312-_,_-- 1T.r _3T-3112' 21e-s la. i L-11 \J -� 10 11 fio= iu F R � cli i a — R a d O C7 W > ~ Z O J O ~ m Q W W C) F w LL LL) % w �z wb'. llifi'�1-0' p'"d m. 167e4 ...k.d by: Clerks draaw�lY JNP dab'. NOB/2011 lib name. �� date revisions sheet title: MASTER FLOOR PLANS sheetnD A2.0 ASAt I I 6 0 WEST HALF FLOOR PLAN ` 1 ENTRY II ill! 14 137 SF o �� 1 �l ) �>o F� a O ry 0 w > CD O z 2 J 0 ~ m Q W ui C) w U w W z L scab' 2tI8'•1'-0' p pd no. 16784 --d ey'. CMCYer tl�avm ey A—, dab: 4/Otil11 IPe name: nele feV1510lIS sheet tine: ENLARGED GROUND FLOOR PLAN - WEST sneel no. A2.1 L- 2 '3 - �11 L NEWAISD OIL _. I I I I I I I I 973 6F t i n nl �,� , H ELEC. COMPRESSOR ROOM 91SF 210SF �GTr I I I I /F\ I I --� - — - — - -- -- _ i � F k x 'I II I I I II it p II SERVICE GARAGE zone$ SF I I I I II I x 13 12 16"' i E / l E _. -. I.. - _ --. -.-. - ---___ - TIRE EQUI� NT + TL 21 - 1 _ ---- L - - - —_ = _ _. qs.u, ---- - -I L _ E�� I it I TOOL ROOM ite�aaAi 1 ...... I - Room I — D-1 I �1J I 2J 3 4 5 6 I 7 I 8� Room 31 48 SF � I I I I 9 OI 11 13 12 16 ® EAST HALF FLOOR PLAN_ - -- Sn_ b a � a 8 � R O elf (D w > � z O O ~ m Q w LL1 U V > Q LL U) LLI LL1 o z arm'. tro• • ra orojea m. ,o-�s� clrcGd by CMG., dravar by, gNnor dam: umtt rim name: date revisions.. sheet title: ENLARGED GROUND FLOOR PLAN - EAST sheet no. A2.2 C8) 160 ® n ,/S" SECOND FLOOR PLAN _ eceb: t,a- -V cMCMetl by'. CMrker by A— Gh: .—II f,W e date revisions sheet title: ENLARGED SECOND FLOOR PLAN sheet no. A2.3 SLOPE yr 1 ro t ASAt i PgagPET .qtu... YAP[ IKI1'C AEAt .MII.Ef YAM x ASA2 '. PgRNET .gE.rEr ®& ROOF PLAN 0 U Y 0 w > F- z 0 0 0 J 0 ~ m Q w w 0 w U w _ w z V 8. e Pmha.o, tape. d e by: gyyq� dad: NOBn l lib name. date revisions sheet title: ROOF PLAN sheet no. A2.4 SMOOTH FACED CMU yWest- Altternate STOREFRONT -- -- WINDOW SYSTEM z. South 1/8- V-0.,--.- _. --- - STOREFRONT WINDOW SYSTEM STOREFRONT WINDOW SYSTEM iflff ACM METAL SMOOTH PANEL FACED CMU Wirth 1 ALU. STOREFRONT WINDOW INSULATED METAL PANEL INSULATED METAL PANEL ilk Fm_ HIGH PAR�A_P�E? 28'_g�1 MID PARARPET 26' - 6" LOW PARAPET n 44'-6' V 1 METAL PANEL )OTH FACED 1 GROUND FLOOR p,-0" STOREFRONT OVERHEAD TOP OF FOOTING 1 j -4' - 0" ENTRY GARAGE DOOR HIGH PARAPET Air 28' - 6" MIDPARARPET aV 26' _ 6" PA RAPET TO STEEL ROUND FLOOR ,mV p•0" TOP OF FOOTING A OVERHEAD GARAGE DOOR LOW PARAPET 24'-6" _ _ TO STEEL n 15- a' V Level 14 -27•0" GROUND FLOOR TOP OF FOOTING - - -� HIGH PARAPET /1 MID PARARPET & 26' - 6" �.- LOW P�A_R_A�PE�T_� 2q'.6" V TO STEEL n .GROUND FLOOR /� p'_0 TOP OF FOOTING I3� V f— F c E «3d < A z z 0 d � �W O > w 0 0 C7 G zz i i J O m Z)cl m F- O ww o >0 Q 0 cr W Q w> O LU 0 [if a W �Z Z ID zow ca = W E o rn c V o tS ewle. 1/8' " t'O' Project 10-784 checked by. A drawn by. TMF date 61012DIl fie name date. revisions sheet title. EXTERIOR ELEVATIONS sheet no. A4.1 I I II II I 1 I I II - BUILDING SECTION AT LOUNGE/ PARTS/ SERVICE - LOOKING SOUTH A-1 A HIGH PARAPET 28' - 6• _ LOW PARAA PETT /V mmmI ��MMM 7mimm m IY � HIGH PARAPET � _MIDPARARPET ----- -LOWPARAPET .na¢e oeor orr I I '.i �� _TO STEEL n 19, i 1 I I i 'I' 1. - SECTION AT SERVICE DROP OFF - VOOKING NORTH GROUND FLOOR WEST RCP _0. " TOP OF FOOTING n wb: 1la• • 1'-0' ' pore �. io-7er cAecYed by: CMdw d.. by A—, ma: amti date 1. revisions sheet llle: BUILDING SECTIONS sheet no. A5.01 -SECTION AT SERVICE/ LOCKERS/ LOUNGE - LOOKING EAST � '11""� HIGH PARAPET n 28' S 0 MID PARARPE_T LOW PARAPET 24' - 8"� TO STEEL 19,_9"v GROUND FLOOR WEST RCP t, 0' - 0' \, _TOP OF FOOTING_ n -l•-0" - SECTION AT SERVICE/LOUNGE - n LOOKING WEST HIGH PARAPET �. �_- 28'T MID PARARPET _...__ _ lu._6, LOW _PAT - 6' TO STE�E�L� � 19 _ p• V GROUND FLOOR WESTRC�P � 0'-0" v _ __ TOP OF FOOTING & -4 0' 7 �r �n 5• 7 n_ �g 0 w � � H 8 a O (7 Lu U ~ Z O o J O � m Q LiJ J C) Q cl� J U) W = LLI E Z ".sn- teas. cMc Ey: cM1..M.r d- by. Aw a.b ...am w. date revisions sheet fide: BUILDING SECTIONS sheet.. A5.02 10 11 12 13 14 15 16 17 A /� — PORTAL- BEYOND _ _PORTAL 29 _6" I 1 I I HIGH PARAPET I LOW PARAPET EXISTING METAL PANEL SIDING Proposed n� P_O��_�RTAL v, _6 — — HIGH PARAPET 21' - 6" ZLOW PARAPET ___-6. — FASCIA - 0" WINDOW 0 _ 0" �>— INFILL TO MATCH ADJACENT Level 1 0'-0" SIGN COLOR - BLACK 12'-0" X V-6" (18 SF) — 17 16 15 14 13 ACM COMPOSITE PANEL 12 11 PORTAL 10 SYSTEM TOYOTA SILVERPORTAT 29 6 SIGN COLOR - RED 10'-6" X T-6- (76.5 SF) I I I IIF I HIGH PARAPET 21' - 6" 1 LOW PARAPET — 9'-6" — — — — —APET 19, -0"S�4'- RI AG 0"I LACM STEM E BRICK Levelp 0 CURTAIN WALL WIN DOW SYSTEM TO REPLACE EXISTIN 4 W est - Proposed z 0 O C� Q Lu > O F- z O W :5 w O z Q 0 _1 W 5 m Q U) W m J W EQ o= c(n n stele: vs• = r-w pAlect m. 10-784 checked by: JRP drawn by: JRP deb: 05/02/2012 fib nerve: date I revisions sheet title: PROPROSED EXTERIOR ELEVATIONS sheet no. A4.1 �. �. n►r s 1 ��7 *-ks Mr. ..fir "7*--Amawhlh a 4" ., 90 _.1 M<T HERITAGE FORD SOUTH BURLINGTON, VT PROPOSED EXTERIOR RENDERING - 08.03.2012 DATE AND REVISIONS REVISIONS DATE FORD LAND Dealership Facility Design No Text Starbuck, N/F IDX Systems Corp. N ADX Systarns Corp. e e T at PizzW.111 Properties, LLC Property/R.O.W. Line _________Easern.nt Line — — — — — — Setback O km Rod Found 0 utlify Pde 0 Manhole ® Cotdr Basin (squ ) 0 Proposed Catch BoeM (equ ) Hydrant Proposed LlOt Pole 0 Got. Vdw 00 Gas Vdw Sign ® TMephme Box Qirbetap OExisting Deciduoua T /Shrub Proposed Deciduous T /Shrub V Existing Pine Trae drub S. s Prgaosed Evergreen T /Shrub Troelk rube V Handicap Poking • Balard New Pawmmt Araos Required Parking ® Sna. Storage � Dump.te �ec}ding N Pizzogdll Properties, LLC S H E L B U R N E N Robert Berman LLC No ffis � 1 e Drive N/F I I System Carporation I I *1 I I I E N Yb Pcrkhg 1 I 1 LU � I 1 I al _ I 1 1II N/FipMDi . Pcrirxx. JJ -l2 x 25' lF.—1 /1 To LYeen M_fon Porer VW. 4H7, Pg. JOJ _I N MDT Portna/shp _ 10' We Easement J To WNzan New Engiand Vol. 497, Pg. 287 Exact Loco Undelmetl _ ___--__—__—______________—___-- NIP I N/F Antmb B. P-rn.decu, LLC GRAPHIC SCALE DBS LLP Mllkmt C. Lash, T etee 1 1 II 11 ( IN FELT ) 1 inch - 50 R COVERAGE Total Area 885,647 SF - 15.74 Acres Buldinq : 112.403 SF Existing -16.Sx 50 SF Proposed -0.01x Pavement: 366,391 SF Existing -53.4% 50 SF Proposed -O.OIx Combined Impervious: 478,794 SF Existing -69.8x 100 SF Proposed -0.02% Total Impervious: 478.794 SF Existing -69.8x 478,894 SF Proposed -69.97 Gr—.p... 206,853 sr Existing -30.2x 206,753 SF Proposed -30AX Co— in Setbadrs US Route 7 (50 teat) - 41,000 SF Parking and Drives 12270 g Existixg - 30.OX Glean Mountain Drive (30 feet) - 46,579 SF Parking and Drives 11,060 SF Existing - 228.T Prggoeed BuI g Heieht. New Fab Fawda - 25'-0' Commerekl 2 Zoning District Omer of Record: H Ytaaggss Autamotiw Group, Inc. Vd. 776. Pp. 284 15.74 Aria Vol. 194, Po. 330 845 Aces V.I. I94, Pg. 332 Vol. 199 Pg. 118 298 A— Vd. 214, Pg. 451 242 A— Vd. 280, Pg. 134 1.B9 Anse ki Lu �0 1 w � fn�Q LLJ U U a Oz � C H 0 J Q IY O w m O u �I< 1Q1.� F -I Lu uj acce AS MM pro1ert no. 6102 checked by: DFH drawn by: BEc data 3/21/13 fle name CC' r date s sheet title OVERALL SITE PLAN FORD BUILDING Ir' sheet no. C 1 l�SE CIF q h OUGLAS r E FFWTT * HEW ® E] _ NO. 7479 ir° I I W5 85� z ■ To a .- Ze a `m'� W fccp Exlethq LEGEND G€ I------T------ ------------- — — —ST— — St— �w I—W — Wrtr — — UET — — Lbdrg—d Dectrk & Tdsphane — —TC — — Tel.canmudcotlon — —_ £_ Underground Dectrlc @ a Pr0pw1y Line or R.O.W. Lhe ° - — — ° ° �— — — — — — p Ion �Y Mbter Mob or S—ke oewDan �n�,r - + + / , I Ditch OH/E/T Overhead oecirk/Tdephare J Tree/he $ , CJ Dumpstr `o ° + + ° o / / awb.top �( (Pi) Man Plod Found ----------- — ------ O ORF)Man RedF Service Building oo /---------------------�— ----- -- 0 UMRy Pl. + _ $ o r/ � 0 Light Pd. � E$ 0 n Heritage Ford Nybmt o: ,,, L + I p° T600 Shelburne Rood , I T Shrubs ' o i °000a and ? LLI I (9 O ExistingNEW Eave AESTHETIC FACADE FOOTING I O ExMtinq a a.d Irane. LL 2 UU W Overhang NEW � wFACADE Z I AESTHETIC � > 1—t n- STHETIC OVERHANG i , O p O FACADENEW FOOTINGS CZ I' I Prapae.d Facade m Q 8 I PrtpoNd F n0. Owhonq — 0 � `L., fn Ice-O O Z = , 4.Ti' Proposed W a O � Ll.. W 3.3' Q 0 ../ O I O O xistin 0.s p I 0 L u Waik Ste s I P PROPOSED WALK I ALL EXISTING PIPES, UTILITY SERVICES, CONCRETE CURBS, PADS, TREES, = N C I o & STRUCTURES WITHIN EMITS OF DISTURBANCE TO BE REMOVED OR ABANDONED troo"SIDEWALK TO BE � ® I REMOVED & REPAIRED i I InM nee been prepo ed to —t the .tondrde old loran, of a. City th BUlington and the En�n/rva protection of we iOdt�.C,,� AS WRM AS NECESSARY FOR I mIof Agency 1be w «w.4 thelty,omr Projwt no. maz I FACADE CONSTRUCTION I , tTQ vve ) to nhto b acon.wae.a> f Merilon W a b —.&.ated panumrt to plans of proof- detM. FuMrrmre, this de.Ign chod(eQ by; DFH N I I hoe been PW~ far the regulatory porMt proven and may not Mlently detof of the it— n—ry Ar conehucton. chow. by EG � w.B. 11 �r' W /13 The contractor to to notify dlq-wf (tr. 1-EEe-3"-72TJ) 48 hours pfW to any excowtan. fl* namc The contract- MM be hgv.d for the cork to be prthn-4 and MM be dds , I p weal to f-4eh a—tiftote of in--. W I I I I It m noted that no site oseevvnent of haunt-. or other vest. materlo4 oe been made oat —it agherhg, ha. Takerw rep —billy fr ony matedd. r candltans tot may exist an this Mte. I— — — — — — — — ---E ----L— ---- t--I--E --- --- I NOTES + I I + I d� MC SITE PLAN FORD +++���yyy''' I — — — — — — ST — � H — — — — — p �VJ — 1. UTILITY CONNECTIONS SHOWN REPRESENT THOSE TO CLOSEST KNOWN T EXISTING. 2. UTILITY CONNECTIONS S I COORDINATED NTH AND BE TO THE STANDARDS OF THE UTILITY PROVIDER. — — — — — TY NE CONNECTIONS HA 3. CALL %NNTRAACCTOOR FOR LOCATION, SIZE, MATEPoLL BE AAND CONDITIIN THE TLDONBPRIOR BUILDING TO CONNECTION. Sidewalk — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --L--1----------------------W---- — — — — — — — — — — — — — — — — - — — — — — — — — — — GRAPHIC SCALE sheet no. +o to a ----------- SHELBURNE ROAD (U. S. R 0U TE 7) C 2 ( IN FEET) 1 inch - 20 rL FUELSTATION EXPANSION PROJECT HERITAGE AUTOMOTIVE GROUP PROJECT LOCATION: 1620 Shelburne Rd South Burlington, VT 05403 Owner Heritage Automotive Group 1620 Shelburne Road South Burlington, VT 05403 phone- (888) 877-0071 Architect Scott + Partners, Inc., Architects 20 Main Street Essex Junction, VT 05452 phone: (802) 879-5153 fax: (802) 872-2764 Civil Engineer Summit Engineering, Inc. 50 Joy Drive So. Burlington, VT 05403 phone: (802) 658-5588 fax: (802) 658-3629 Structural Engineer Artisan Engineering, PC 10 Robin Lane Charlotte, VT 05445 phone: (802) 425-4350 fax: (802) 318-4465 Mechanical /Electrical Engineer: Pearson & Associates PO Box 610 174 Thomas Lane Stowe, VT 05672 phone: (800) 253-8211 fax- (802) 253-9290 Construction Manager Engelberth Construction 463 Mountain View Drive Colchester, VT 05446 phone: (802) 655-0100 Sheet Number AO 0 SITE CIVIL / LANDSCAPE C1 Sheet List Sheet Name COVER SHEET OVERALL SITE PLAN ARCHITECTURAL �•1 PLANS AND CODE REVIEW --- - —.. _ A2•�_ ____--- SECTION AND DETAILS STRUCTURAL S000 CPFr`IAI IAICPGf T1nK1Q S001 GENERAL NOTES AND BASIS OF DESIGN S100 FOUNDATION_ AND FRAMING PLANS S101 !SECTIONS AND DETAILS D A Rc" ._\ -i w L Q aW "5G +� Z o= W m u ch a_ ° 05 C7 c) > a0 ~ w(D o Z :�i Z J O O X m W U _ 0 J - D O X LL U W a scale: AS SHOWN project no. 14-1006 checked by: drawn by: JRP date: 6/25/2014 sheet title: FUEL STATION GYPAK1QlnA1 0 0 -- -- --- T T T PAINTED METAL ROOF DECK ABOVE EXISTING NEW ��i SEE SIR DING S II I - PAINTED TUB STEEL - MAIN FRAME I I �- SEE STR DWGS - ---- / EXIST FUEL STATION EQUIPMENT � - - - -' - - - - - - - � ' L 2'-6' 4'-0m 4'-0' 4'-0' 4'-0' 2 -6 EDGE OF ROOF CANOPY -ABOVE T -.. -. - - � . - - - - - - - - i — _ -- - _. - - - - - T ,•' � '� P6" METAL AINTED CONCRETE FILLED BOLLARDS y�3'-6°-,y- 3'- 0 a FUEL STATION EQUIPMENT BY ' v O O BEARDSLEY BJC ~ [A— GS FLEET r; 4 KEY = T 7 REINFORCED CONCRETE SLAB BROOM FINISH -SEE SfR. DING'S 6,000 GALLON 96 DIA. 1 FIREGUARDTANK r — ------------ - PAINTED TUBE STEEL INTERMEDIATE FRAMING - ABOVE - SEE STR DWGS �- REINF CONIC PIER -SEE STR DWGS _ .._ ..,. zr.a� FUEL STATION - PLAN 21'_8e V ° Q Q ... r a FULL ADHERED MEMBRANE ROOFING ON " PLYWOOD, WRAP EDGE WITH PAINTED METAL -- V NEW--�EXIS IT EXISTING ING 1 FUEL TANK- BEYOND -�\ -- EXIST FUEL TANK -BEYOND FUEL STATION EQUIPMENT BY - 1 - - - - - - - - BEARDSLEY INC- PROVIDE CONDUIT THROUGH SLAB FOR ELECTRICAL AND DATA. �"'-"-� : - EXIST FUEL STATION EQUIPMENT SEE ELECTRICAL SITE DWG'S -- - ----- ELEET _ FIRE EXTINGUISHER - 80:8C — "� ` \ KEY--�--� REINFORCED CONCRETE SLAB ��.. GAS BROOM FINISH - SEE STR DWGS GRADE -0'-6" -- GRADE 4-6° ate ( 1R REINF CONIC PIER -SEE STR DWGS - j -1 REINF CONIC PIER - SEE STR DWGS FUEL STATION - FRONT ELEVATION 0 O Q 15-0" Y FULL ADHERED MEMBRANE ROOFING ON EXISTING--.- NGVY J-" PLYWOOD, WRAP EDGE WITH PAINTED METAL FLASHING :. EXIST FUEL STATION EQUIPMENT - FUEL STATION EQUIPMENT BY BEARDSLEY INC II I ll l 6,000 GALLON 96 DIA. FIREGUARD TANK _ REINFORCED CONCRETE SLAB I BROOM FINISH - SEE STR. DING'S GRADE 4-6" F.F. j•� REINF CONC PIER STR DWGS -SEE _i r rr1 - - i-- - -®-- PARCEL 13 I C SLIDING LOCKING GAT — r —♦ � II FUEL STATION - PARTIAL SITE PLAN SEE CIVIL DRAWINGS FOR FINAL DESIGN INFORMATION. & HIGH MIN. HP FUEL ST�T16N — SDI INGII LOCKING GATE I LL t� - _I � � I� CODE SUMMARY: This project is submitted under the 2006 VT Fire 8 Building Safety Code as adopted on June 15, 2009. including references to the 2008 IBC and the 2DO6 NFPA 1 (chapter 30), and 101 Life Safety Codes. Other applicable codes and regulations: Vermont Access Rules 2007 as adopted May 28,2007, including and referencing The American with DisabilBies Act Acc-sibility, Guidelines (ADAAG) contained in 28 CFR Part 36, revised as of July 1, 1994. NFPA 30 Flammable and Combustible Liquids Code 2000; NFPA 30A Code for Motor Fuel Dispensing Facilities and Repair Garages 2008. This facility is considered a fleet vehicle motor fuel dispensing facility. Note: 1. An emergency electrical disconnect shall be installed no less than 20 feet and no more than 100 feet of the fuel dispensing device. 2. Warning signs are required per NFPA 30V 9.2.5.4. 3. Provide fire extinguiaher Model 80:BC. 4. Maximum allowed fuel storage per NFPA 30A 4.3.2.3, Class I + 11 liquids - 12,000 gallons per tank, 48,000 gallons aggregate. Actual storage amount = 12,000 gallons total, Ii gallons per tank. 6. Physical protection: a. Enclose fuel station in a chain link fence six fast in height minimum. b" Fence location is to be a minimum of 10 feet away from tanks. c. Gate to area is to be secured from unwanted entry. d. Guard poets are to be provided to protect tanks. poets to be a minimum four inch concrete fl11ed tubes spaced at four foot an center maximum spacing, and set in a three foot deep minimum in a 15 inch diameter minimum foo8ng. GENERAL CONSTRUCTION NOTES: 1. REMOVE CONCRETE PAD AND PAVEMENT AS REQUIRED TO ACCOMDATE NEW WORK. 2. RELOCATE CHAIN LINK TO ACCOMMODATE NEW WORK INSTALL AT CODE REQUIRED DISTANCE AWAY FROM TANKS. 3. GRADE SITE AS REQUIRED TO ACCOMMODATE NEW WORK. MODIFY AND REWORK DRAINAGE SWAILS AS REQUIRED. REPLACE GRASS ETC. 4. PROVIDE BOLLARDS (2) AT EACH EXISTING KEY PAD ENTRY LOCATION. 5. ELECTRICAL IS TO BE COORDINATED ON SITE WITH ELECTRICAL ENGINEER. W s +, f oW N /NWJ u 4�4 d. E 05 0 (n 0 X 0 0 V _Z O Z 0 Cf' Q Q m LLI F— U) 0 Q J Z) E i— m N w 0 Cn c d w 2 O n Scale: AS SHOWN project no. 14-1006 checked by: drawn by: JRP date: 6/2512014 sheet title: FUEL STATION EXPANSION PAINTED TUB STEEL - MAIN FRAME SEE STR DWGS V� 5'-6" 6' METAL CONCRETE FILLED BOLLARDS PAINTED / REINFORCED CONCRETE SLAB BROOM FINISH - SEE STR DGWS M - GRADE - 6" BELOW TOP OF SLAB F.F. Q \ 16n DIA CONC PIER. FOR BOLLARD REINF CONC PIER - SEE STR DWGS 5 FUEL STATION - END ELEVATION �J �: ur=r o• PROOF EDGE � SCALE: 1-1/z" = 1•-0• FULLY ADHERED MEMBRANE ROOFING 0 YEAR ON J" EXT PLYWD METAL DRIP EDGE KYNAR FINISH DECK CLOSURE - SEE STR PAINTED METAL DECK SEE STR PAINTED TUBE STEEL FRAME - SEE STR ............. ... . .� . . . ZW .... •5 N. Uu W a u. a a_ CIE O U) i < 0 b O �E w Z Z J O Gif m Q Q w ~_ U)� O Q J � E w O r) ` V LL N W O T a y scale: AS SHOWN project no. 14-1005 checked by: drawn by: JRP date: 612512014 sheet title: FUEL STATI O N FXPANgfnN I1 1 I � � II I ' � II Al lox systems Carp. N tax system. Corp. Legend - Property/R.O.W. Line ---------Easement Line - - - - - -- Setback O Isar Rod F nd 0 Utility Pde 0 Manhole ® Catch Bask, (spuara) 0 Proposed Catch Basin (square) -6 Hydrant Proposed Light Pole e Gets Valve ®G Gas Vole Sign m Telephne Bax C-6.top OExisting Decid-, Tree shrub Proposed Deciduous ree/Sh-b Fisting Pine Tl Proposed Evergreen Tree/Shrub Trseline/Shrubs IS Handicap Parking Bollard ® Snow Sfaage ® aumpster)l \.' GREEN M 0 U N TA DRI VE I � 1 o — --'•;' o I —-- --- — ---- -- mr� L„i' EJrsnt �O a at 1 o— Erl Parkingl�l I O Pyµtn9 H-lit/w Oro I I i O CdnY°n 30 Green MountainI. Drive I _ II Heritage I Collision NEW�A„SO„ OF Employee Parking I OLstemar/Fmployee Parking _ _ Center - FUEL SfATON - 40 Green Mountain Drive r 1 a Aba.e Gra-d 6000 Callon cos r k I �I I I' � ) ° ° � � 000ro o la a-yJ 1 a Invenfory Parking I I 1 _ 1 1 I° I I 1 I\ I t l �� ,L•I�d9I I I I I I I I I I 1 I 1 1 I 1 r 1 I 1 1 ( l 1 I Toyota Service I I 1580 Shelbume Rood I 1 I 10' Baalthill I turd Ssrooak I I 1 1 I 1 1 I 1 1 I 1 1 I I 1 ' III 11 i/✓bll I -- e , r I F I I 1 , I 1 _ I - -s o - -Used oww�•••� 1 0 f USlq SDMH 1 Rim 475 5 I I —� env=468.4 --- *4-----Q- Cancrete Sidewalk N/F OBS LLP 1 1-folly Parking p§ 0 Invntery Parking 0 0 0 0 ICustomer Heritage Toyota O 1620 Shelbume Rood �O r I Charl — Station Pedestal - 4�N Psrenfol Planting Bed I , Dlsploy Parking 1 ---- _ Cep_ S H E L BORNE ROAD (U. S. R 0 U TE 7) __... .. —. 10' Whb Easement NIF Millicent C. Lash, TMStN 'I GRAPHIC SCALE ea ( IN FEET ) I Inch = 50 ft. To Vel New Fnglond Vol. 497, Pg. 287 Exact Location Undefined N/F Antonio B. Pomerieou. LLC Yard 1 NSF 1 ex Sol Cavpaeflm 1 I Lu I �I O ' I Al MOT Porhrash40 _ I � I 2' x T5' Eosemnt h To Oren Montoh Poser I Vol. 487. Pg. JOJ I I I z ill - I _I I I I I N Mar Portnersha I I I I I I I In 1 COVERAGE Total A- 685,e47 SF - 15.74 Acres Cowrags Information Bulldtngr. 112,453 SF Existing -18.44 pavement: 366.140 SF Exleting -53.4R +300 SF Proposed =0.04R Combined Imperdous: 478,593 SF Exleting -89.84 +300 SF Proposed =0.0411 Total Imp".. 478,523 SF Existing -69.87G 478.093 SF Proposed -69.BR Gr-p... 207.053 SF Existing -30.2R 206.753 SF Proposed -30.2x Cararaae In Setback. US Route 7 (50 test) - 41,000 SF Parking and Drives 12,270 SF Existing - JO.Ox Green Mounak; Orie (JO feet) - 48,579 SF Parking and Drims 11,060 ail E I tkig - 2281K Commercial 2 Zoning District Omer of Reeard.• Heritage Autemotfw Group, Inc. Vd. 776, Pg. 284 15.74 A- Indldduol Porch. Vol. 194, Pg' JJO 8.45 A - Vol. 194, Pg. J32 VOL 199, Pg' Ile 2.98 A- Vd. 214, Pg. 451 2.42 A- Vcl. 280. Pg. IJ4 1 89 Acres DA7E 6/13/14 ORAWNG NO SUMMIT ENOINEEPIINO, INC HERITAGE AUTOMOTIVE GROUP C1 Engineer. • Surveyors • Planner. • Lard-pe Archltecfs PRGS.fGT NO. 1233 Shelburne Road C2 GREEN MOUNTAIN DRIVE South Burlington, VT 05403 Q1 02 a... 1-7) 698-5588 SOUTH BURLINGTON, VT (D v OVERALL SITE PLAN 11 C IM, :DCI.I IUIN I1V4.4 ITEM SCOPE INSPECTION FREQUENCY AGENT MIX DESIGN SUBMITTAL REVIEW FOR COMPLIANCE WITH CONTINUOUS STRUCTURAL CONSTRUCTION DOCUMENTS ENGINEER MATERIAL AND ADMIXTURE REVIEW FOR COMPLIANCE WITH CONTINUOUS STRUCTURAL SUBMITTAL CONSTRUCTION DOCUMENTS ENGINEER INSPECTION OF REINFORCING INSPECT SIZE, SPACING, POSITIONING, PERIODIC TESTING STEEL INSTALLATION AND GRADE OF REINFORCING STEEL. AGENCY VERIFY THAT REINFORCING BARS ARE FREE FROM OIL OR OTHER DELETERIOUS MATERIAL. RANDOM OBSERVATION OF CONSTRUCTION PERIODIC STRUCTURAL ENGINEER INSPECTION OF FORM WORK VERIFY FOR CONFORMANCE W/ PERIODIC TESTING GEOMETRY CONSTRUCTION DOCUMENTS AT THE SAME AGENCY TIME REINFORCING 15 VERIFIED. INSPECTION OF CONCRETE VERIFY USE OF REQUIRED DESIGN MIX CONTINUOUS TESTING PLACEMENT AT THE TIME FRESH CONCRETE 15 AGENCY SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. INSPECTION OF ANCHOR RODS VERIFY ANCHOR TYPE, SIZE, LOCATION, CONTINUOUS TESTING CAST IN CONCRETE EMBEDMENT, PROJECTION AGENCY VERIFY CONSOLIDATION AND PLACEMENT OF CONCRETE AROUND RODS INSPECTION OF ANCHORS AND VERIFY ANCHOR TYPE, ANCHOR CONTINUOUS TESTING RENFORCING STEEL INSTALLED IN DIMENSIONS, HOLE DIMENSIONS, HOLE AGENCY HARDENED CONCRETE CLEANING PROCEDURES, ANCHOR SPACING, EDGE D15TANCE5, CONCRETE MINIMUM THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE I. INSPECTION OF FABRICATORS 15 NOT REQUIRED WHERE THE FABRICATOR 15 APPROVED IN ACCORDANCE WITH IBC SECTION 1704.2.2. 2. INSPECTION FREQUENCY: 2.1. CONTINUOUS - ON GOING UNTIL COMPLETION 2.2. PERIODIC INSPECTIONS: ALL PERIODIC INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH T14E'CAST IN PLACE CONCRETE' SPECIFICATION AS FOLLOWS. 2.2.1. IF ALL REQUIREMENTS ARE MET, ONLY ONE INSPECTION 15 REQUIRED. 2.2.2. WHILE CONCRETING OPERATIONS ARE ONGOING, DAILY INSPECTIONS SHALL BE PERFORMED, UNLE55 NOTED OTHERWISE. THIS INSPECTION FREQUENCY MAT BE INCREASED OR DECREASED AT THE SPECIAL INSPECTIONS ADVISOR'S DISCRETION FOR REASONS SUCH AS PLACEMENT SCHEDULE OR QUALITY OF WORK OBSERVED. 3. TESTING AGENCY INSPECTOR SHALL HAVE MINIMUM OF 5 YEARS EXPERIENCE IN THE INSPECTION OF CONCRETE. IBC SECTION 1704.3 ITEM SCOPE INSPECTION FREQUENCY AGENT MATERIAL VERIFICATION OF HIGH REVIEW MATERIAL MARKINGS AND PERIODIC TESTING STRENGTH BOLTS, NUTS, AND CERTIFICATES OF COMPLIANCE AGENCY WASHERS INSPECTION OF SNUG TIGHT HIGH FIELD INSPECTION PERIODIC TESTING STRENGTH BOLTING AGENCY INSPECTION OF SLIP CRITICAL FIELD INSPECTION JOINTS -TURN OF NUT W/ MATCHED MARKINGS PERIODIC TESTING -DIRECT TENSION INDICATOR AGENCY -TWIST OFF BOLT -TURN OF NUT W/0 MATCH MARKINGS -CALIBRATE WRENCH METHOD CONTINUOUS MATERIAL VERIFICATION OF CERTIFIED MILL TESTS SUBMITTAL STRUCTURAL STRUCTURAL STEEL ENGINEER IDENTIFICATION MARKINGS OF PERIODIC TESTING STRUCTURAL MEMBERS AGENCY WELD FILLER MATERIAL REVIEW CERTIFICATE OF COMPLIANCE PERIODIC TESTING AND FIELD VERIFICATION AGENCY WELDING VISUALLY INSPECT ALL WELDS. INSPECT PRE -HEAT, POST -HEAT, AND CONTINUOUS TESTING SURFACE PREPARATION BETWEEN PASSES. AGENCY PROVIDE CONTINUOUS INSPECTION OF ALL COMPLETE AND PARTIAL PENETRATION GROOVE WELDS; ALL MULTI -PASS FILLET WELDS, AND ALL SINGLE PA55 FILLET WELDS ) 5/I6" PROVIDE PERIODIC INSPECTION OF ALL PERIODIC SINGLE PA55 FILLET WELDS < 5/10, AND STEEL DECK WELDS SHEAR CONNECTORS INSPECT SIZE, NUMBER, POSITIONING CONTINUOUS TESTING AND WELDING OF SHEAR CONNECTORS. AGENCY RING TEST ALL SHEAR CONNECTORS. METAL DECK INSPECT WELDING AND SIDELAP PERIODIC TESTING FASTENING OF METAL ROOF AND FLOOR AGENCY DECKS FOR CONFORMANCE TO APPROVED SHOP DRAWINGS AND CONSTRUCTION DOCUMENTS OPEN WEB STEEL JOISTS INSPECT INSTALLATION, FIELD WELDING PERIODIC TESTING AND BRIDGING OF JOISTS. AGENCY STRUCTURAL DETAILS INSPECT STEEL FRAME FOR COMPLIANCE PERIODIC STRUCTURAL WITH STRUCTURAL DRAWINGS, ENGINEER INCLUDING BRACING, MEMBER CONFIGURATION, AND CONNECTION DETAILS I. INSPECTION OF FABRICATORS 15 NOT REQUIRED WHERE THE FABRICATOR 15 APPROVED IN ACCORDANCE WITH IBC SECTION 1104.2.2. 2. REVIEW MATERIAL IDENTIFICATION AND MANUFACTURER CERTIFICATES FOR CONFORMANCE OF WELD FILLER MATERIAL WITH AWS STANDARDS AND AISC MANUAL OF STEEL CONSTRUCTION, LRFD/ASD, 13TH ED., SECTION A3.5. 3. BASE METAL EXCEEDING 1.5 INCHES IN THICK AND SUBJECT TO THROUGH -THICKNESS WELD SHRINKAGE SHALL BE ULTRASONICALLY TESTED FOR DISCONTINUITIES BEHIND AND ADJACENT TO THE WELDS AFTER JOINT WELDING. 4. INSPECTION FREQUENCY: 4.1. CONTINUOUS - ON GOING UNTIL COMPLETION 4.2. PERIODIC INSPECTIONS: ALL PERIODIC INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE "STRLCTURAL STEEL" SPECIFICATION AS FOLLOWS: 4.2.1. IF ALL REQUIREMENTS ARE MET, ONLY ONE INSPECTION 15 REQUIRED. 4.2.2. WHILE STEEL ERECTION OPERATIONS ARE ONGOING, DAILY INSPECTIONS SHALL BE PERFORMED, UNLESS NOTED OTHERWISE. THIS INSPECTION FREQUENCY MAY BE INCREASED OR DECREASED AT THE SPECIAL INSPECTIONS ADVISOR'S DISCRETION FOR REASONS SUCH AS STEEL ERECTION SCHEDULE OR QUALITY OF WORK 085ERVED. 5. TESTING AGENCY INSPECTOR SHALL HAVE MINIMUM OF 5 YEARS EXPERIENCE IN THE INSPECTION OF STEEL STRUCTURES. U<Vh1Ll I I f_%_J IV Nt-NI NL_L I-LYiIN QUALITY ASSURANCE FOR SEISMIC RESISTANCE I SEISMIC DESIGN CATEGORY - D QUALITY A55URANCE PLAN REQUIRED FOR CATEGORY C,D,E AND F DESCRIPTION OF SEISMIC FORCE RESISTING SYSTEM AND DESIGNATED SEISMIC SYSTEMS: A. STRUCTURAL STEEL FRAME SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RF515TANCE B. BOLTED MOMENT CONNECTIONS C. FIXED BASE COLUMNS QUALITY ASSURANCE FOR WIND REQUIREMENTS BA51C WIND SPEED (3 SECOND GUST) - 90 MFH WIND EXPOSURE CATEGORY - C QUALITY ASSURANCE PLAN REQUIRED FOR WIND EXPOSURE CATEGORY B, WHERE BASIC WIND SPEED 15 120 MPH OR GREATER. WIND EXPOSURE CATEGORY CORD, WHERE BASIC WIND SPEED 15 110 MPH OR GREATER. DESCRIPTION OF WIND FORCE RESISTING SYSTEM AND DESIGNATED WIND RESISTING COMPONENTS NOT REQUIRED STATEMENT OF CONTRACTOR RESPONSIBILITY EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OR FABRICATION OF A SYSTEM OR COMPONENT DESIGNATED ABOVE MUST SUBMIT A STATEMENT OF RESPONSIBILITY. INSPECTION OF FABRICATORS IBC SECTION 1704.2 ITEM SCOPE INSPECTION FREQUENCY AGENT VERIFY FABRICATOR QUALITY IN PLANT REVIEW OF STRUCTURAL LOAD PERIODIC TESTING CONTROL PROCEDURES BEARING MEMBERS AND ASSEMBLIES AGENCY INSPECTION OF FABRICATORS 15 NOT REQUIRED WHERE THE FABRICATOR 15 APPROVED IN ACCORDANCE WITH IBC SECTION 1704.2.2. INSPECTION OF SOILS IBC SECTION 1704.7 ITEM SCOPE INSPECTION AGENT FREQUENCY INSPECT SOILS BELOW VERIFY MATERIALS BELOW FOUNDATIONS PERIODIC STRUCTURAL FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN w BEARING CAPACITY GEOTECHNICAL ENGINEER INSPECT EXCAVATION DEPTH VERIFY EXCAVATIONS ARE EXTENDED PERIODIC TESTING TO PROPER DEPTH AND HAVE REACHED AGENCY PROPER MATERIAL INSPECT FILL MATERIALS AND PERFORM CLASSIFICATION AND TESTING PERIODIC TESTING PLACEMENT OF CONTROLLED FILL MATERIALS AGENCY VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS CONTINUOUS TESTING DURING PLACEMENT AND COMPACTION AGENCY OF CONTROLLED FILL I. INSPECTION FREQUENCY. I.I. CONTINUOUS - ON GONG UNTIL COMPLETION 1.2. PERIODIC INSPECTIONS: ALL PERIODIC INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATION AS FOLLOWS: 1.2.1. IF ALL REQUIREMENTS ARE MET, ONLY ONE INSPECTION 15 REQUIRED. 1.2.2. WHILE EXCAVATION AND FILL OPERATIONS ARE ONGOING, DAILY INSPECTIONS SHALL BE PERFORMED, UNLE55 NOTED OTHERWISE. THIS INSPECTION FREQUENCY MAY BE INCREASED OR DECREASED AT THE SPECIAL INSPECTIONS ADVISOR'S DISCRETION FOR REASONS SUCH AS PLACEMENT SCHEDULE OR QUALITY OF WORK OBSERVED. 2. TESTING AGENCY INSPECTOR SHALL HAVE MINIMUM OF 5 YEARS EXPERIENCE IN THE INSPECTION OF SOILS. IBC SECTION 1705 PROJECT: HERITAGE FUELING STATION LOCATION, SOUTH BURLINGTON, VERMONT OWNER: HERITAGE AUTOMOTIVE OWNERS' ADDRESS: SOUTH BURLINGTON, VERMONT ARCHITECT OF RECORD: SCOTT 4 PARTNERS STRUCTURAL ENGINEER OF RECORD: ARTISAN ENGINEERING, PC BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 WITH STATE AMENDMENTS T1415 STATEMENT OF SPECIAL INSPECTIONS 15 SUBMITTED AS A CONDITION FOR PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTS OF THE BUILDING CODE. IT INCLUDES A SCHEDULE OF SPECIAL INSPECTION SERVICES APPLICABLE TO THIS PROJECT AS WELL AS THE NAME OF THE SPECIAL INSPECTIONS ADMINISTRATOR AND THE IDENTITY OF OTHER APPROVED AGENCIES INTENDED TO BE RETAINED FOR CONDUCTING THESE INSPECTIONS. THE SPECIAL INSPECTIONS ADMINISTRATOR SHALL KEEP RECORDS OF ALL INSPECTIONS AND SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD AND ARCHITECT OF RECORD, DISCOVERED DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF SUCH 015CREPANCIE5 ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD AND ARCHITECT OF RECORD. THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITIES. INTERIM REPORTS SHALL BE SUBMITTED ON A MONTHLY BA545 TO THE BUILDING OFFICIAL, OWNER, STRUCTURAL ENGINEER OF RECORD AND ARCHITECT OF RECORD. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN 114E INSPECTIONS SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY. JOB 51TE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. PREPARED BY, •... OWNER'S AUTHORIZATION: SIGNATURE DATE BUILDING OFFICIAL'S ACCEPTANCE: A.HII K SIGNATURE DATE SCHEDULE OF SPECIAL INSPECTIONS IBC SECTION 1705 THE CONSTRUCTION DIVI51ON5 WHICH REQUIRE SCHEDULE OF SPECIAL INSPECTIONS FOR THIS PROJECT ARE L15TED HEREWITH ON THE DRAWING SHEETS. INSPECTION AGENTS FIRM ADDRESS I. STRUCTURAL ENGINEER JOHN HIGGINS, PE 523 FERRY ROAD, SUITE 201 ARTISAN ENGINEERING, PC CHARLOTTE, VT 05445 (W2) 425-43W 2. SPECIAL INSPECTOR TO BE DETERMINED 3, TESTING AGENCY TO BE DETERMINED 4. GEOTEC14NICAL ENGINEER TOD KORK, PE 1594 STATE STREET TRANSTECH SCHENECTADY, NY 17JO4 (515) 429-17W 5. OTHER NOTE: THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES ARE SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR AND TESTING AGENT SHALL BE ENGAGED BY T14E OWNER OR THE OWNER'S AGENT, AND NOT BY THE CONTRACTOR OR SUBCONTRACTOR WHOSE WORK 15 TO BE INSPECTED OR TESTED. ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE BUILDING OFFICIAL, PRIOR TO COMMENCING WORK. THE CREDENTIALS OF ALL INSPECTORS, ADMINISTRATORS AND TESTING TECHNICIANS SHALL BE PROVIDED IF REQUESTED. IT 15 RECOMMENDED T14AT THE PERSON ADMINISTERING THE SPECIAL INSPECTIONS PROGRAM BE A PROFESSIONAL ENGINEER EXPERIENCED IN THE DE51GN OF BUILDINGS. MINIMUM QUALIFICATIONS O= INSPECTION AGENTS PE PROFESSIONAL FJJGINEER - A LICENSED PE SPECIALIZING IN THE DE51GN OF BUILDING STRUCTURES GE GEOTEC14NICAL ENGINEER - A LICENSED PE SPECIALIZING IN SOIL MECHANICS AND FOUNDATIONS EIT ENGINEERING IN TRAINING ACI-CFTT AMERICAN CONCRETE INSTITUTE CERTIFIED CONCRETE FIELD TESTING TECHNICIAN - GRADE I ACI-CCI AMERICAN CONCRETE INSTITUTE CERTIFIED CONCRETE CONSTRUCTION INSPECTOR ACI-LTT AMERICAN CONCRETE INSTITUTE CERTIFIED LABORATORY TESTING TECHNICIAN - GRADES I AND 2 AWS-CWI AMERICAN WELDING SOCIETY CERTIFIED WELDING INSPECTOR AW5/AI5C-551 AMERICAN WELDING SOCIETY/AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL INSPECTOR ICC-5F51 INTERNATIONAL CODE COUNCIL (ICC) CERTIFIED SPRAY -APPLIED FIREPROOFING SPECIAL INSPECTOR EDI-EIFS EXTERIOR DESIGN INSTITUTE - EIFS THIRD PARTY INSPECTOR ASNT AMERICAN SOCIETY OF NON-DESTRUCTIVE TESTING - LEVEL II OR III QUALIFICATIONS OF INSPECTION AGENTS MAY BE INDICATED ON THE SCHEDULE IN INSTANCES WHERE THE STRUCTURAL ENGINEER OF RECORD DEEMS SUCH REQUIREMENTS ARE APPROPRIATE. INDIVIDUAL INSPECTOR QUALIFICATION REQUIREMENTS MAT BE WAIVED AT THE DISCRETION OF THE SPECIAL INSPECTOR IF THE INSPECTIONS ARE PERFORMED UNDER THE SUPERVISION OF A LICENSED PE. v A 1 i C n -- I LL Lf'11\ 1 T'TYV I/l, lam: J I I�VI. I VT�l1L IVV I LJ� LJl'1JIJ VI LLr/I�i`1• 0 CI I. PERFORM WORK IN ACCORDANCE WITH ACI 301 STANDARDS AND RECOMMENDED PRACTICES. 2. ACQUIRE CEMENT AND AGGREGATE FROM SAME SOURCE FOR ALL WORK, 3. CONFORM TO ACI 305R WHEN CONCRETING DURING HOT WEATHER. 4. CONFORM TO ACI 306R WHEN CONCRETING WRING COLD WEATHER. 5. CEMENT, ASTM CI50, TYPE I, GRAY - NORMAL; DO NOT CHANGE SOURCE OF MANUFACTURER OF CEMENT DURING THE COURSE OF THE WORK. 6, FINE AND COARSE AGGREGATES. ASTM C33. 7. WATER: CLEAN, POTABLE AND NOT DETRIMENTAL TO CONCRETE. 8. AIR ENTRAINMENT: ASTM C260. 9. CHEMICAL: ASTM C494 TYPE A - WATER REDUCING. 10. NON -SHRINK GROUT: PREMIXED COMPOUND CON515TING OF NON-METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 2,400 PSI IN 48 HOURS AND 7,000 PSI IN 28 DAYS; MANUFACTURED BY FIVE STAR PRODUCTS, INC. OR APPROVED EQUIVALENT. II. FORM RELEASE AGENT: WATER BASED, NON TOXIC, ENVIRONMENTALLY FRIENDLY PRODUCT WHICH WILL NOT STAIN CONCRETE, OR ABSORB MOISTURE , OR IMPAIR NATURAL BONDING OR COLOR CHARACTERISTICS OF COATING INTENDED FOR USE ON CONCRETE. 12. EPDXY INJECTION SYSTEM: TWO -COMPONENT INJECTABLE ADHESIVE RE500 AS MANUFACTURED BY HILTI OR APPROVED EQUIVALENT. 13. MIX CONCRETE IN ACCORDANCE WITH ACI 304. DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94. 14. THE MIX DE51GN SHALL MEET THE REQUIREMENTS OF ACI 315, CHAPTER 5. INCLUDE THE WATER-CETMENT RATIO, AIR CONTENT, SLUMP, ADMIXTURES, AND THE PLANT TO BE USED. 15. CONCRETE MIXTURES SHALL CON515T OF THE APPROPRIATE PROPORTIONS OF PORTLAND CEMENT, WATER, COARSE AND FINE AGGREGATE, AIR ENTRAINING AGENT AND WATER REDUCING AGENT FOR THE INTENDED APPLICATION. I&. PROVIDE CONCRETE TO THE FOLLOWING CRITERIA: K.I. COMPRESSIVE STRENGTH AT 2B DAYS: 4,000 PSI K2. SLUMP: 2-4 INCHES BEFORE ADDITION OF WATER REDUCER, 6-6 INCHES AFTER THE ADDITION OF WATER REDUCER. 16.3. MAXIMUM WATER TO CEMENT RATIO- 0.5 17. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY ARCHITECT/ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. 16. USE CALCIUM CHLORIDE SHALL NOT BE PERMITTED. 19. USE SET RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY ARCHITECT/ENGINEER. 20. ADD AIR ENTRAINING AGENT TO NORMAL WEIGHT CONCRETE MIX FOR WORK EXPOSED TO EXTERIOR. DO NOT ADD AIR ENTRAINMENT TO INTERIOR SLABS. 21. PLACE CONCRETE IN ACCORDANCE WITH ACI 301, ACI 315, AND ACI 304. 22. ENSURE REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED EXPANSION AND CONTRACTION JOINTS, ARE NOT DISTURBED DURING CONCRETE PLACEMENT, 23. DO NOT INTERRUPT SUCCESSIVE PLACEMENT; DO NOT PERMIT COLD JOINTS TO OCCUR. 24. SCREED SLABS ON GRADE LEVEL, MAINTAINING SURFACE FLATNESS OF MAXIMUM 1/4 INCH IN 10 FT. 25. FLOOR SLABS: FLOOR SLABS SHALL BE FINISHED AS FOLLOWS IN ACCORDANCE WITH ACI 301 AS FOLLOWS, 25.1. BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC. 25.2. PITCH SURFACES UNIFORMLY TO DRAINS AS INDICATED ON DRAWINGS. 26. IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY. 27. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. 25. CURE FLOOR SURFACES IN ACCORDANCE WITH ACI 305, ACI 306, AND ACI 306. 29. LIQUID MEMBRANE -FORMING CURING COMPOUNDS SHALL NOT BE USED ON FLOOR SLABS WHERE PAINT OR FLOORING 15 SCHEDULED WITHOUT DEMONSTRATION THAT THE MEMBRANE CAN BE REMOVED OR THAT THE MEMBRANE CAN SERVE AS A SATISFACTORY BASE FOR THE LATER APPLICATION. I. EXCAVATION, BACKFILL AND COMPACTION FOR WITHIN BUILDING FOOTPRINT AND 5 FEET AROUND BUILDING FOUNDATIONS. 2. ALL MATERIAL SHALL BE REASONABLY FREE FROM SILT, LOAM, CLAY, OR ORGANIC MATTER MEETING THE FOLLOWING REQUIREMENTS: 2.1. COMPACTED GRANULAR FILL: SIEVE DESIGNATION 2 BY WEIGHT PASSING SIEVES 2 INCH 9D-XMO N0. 4 50-75 NO. 100 0-12 NO.200 0-6 2.2. WASHED CRUSHED STONE: SIEVE DESIGNATION Z BY WEIGHT PASSING SIEVES 1-1/2 INCH 90-100 3/4 INCH 0-10 NO. 4 0-6 2.3. SUITABLE NATIVE ON 517E SOIL: ON 517E SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. MAXIMUM 159 BY WEIGHT PASSING N0. 200 SIEVE. 3. EXCAVATE SUBSOIL TO ACCOMMODATE BUILDING FOUNDATIONS. HAND TRIM EXCAVATIONS. REMOVE LOOSE MATERIAL. 4. NOTIFY ENGINEER A MINIMUM OF 24 HOURS PRIOR TO EXCAVATIONS TO SCHEDULE A REVIEW OF NATIVE SOIL CONDITIONS. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING CAPACITY OF 2,000 PSF. 5. COMPACT DISTURBED LOAD -BEARING SOIL IN DIRECT CONTACT WITH FOUNDATIONS TO ORIGINAL BEARING CAPACITY. PLACE 12 INCHES OF CRUSHED STONE BENEATH ALL BUILDING FOOTINGS, 6. IF OVER -EXCAVATION OCCURS, REPLACE MATERIAL WITH CRUSHED STONE. OVER -EXCAVATION MAY ALSO BE REPLACED WITH LEAN CONCRETE WITH ENGINEER'S APPROVAL. 7. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 8' OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12' INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. B. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 9. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS. 10. BACKFILL REQUIREMENTS o. FILL WITHIN BUILDING ENVELOPE - MATERIAL. COMPACTED GRANULAR FILL COMPACTION: %Z STANDARD PROCTOR TESTING. EVERY OTHER LIFT, EVERY WW 5F b. BACKFILL ALD% EXTERIOR OF BUILDING AT FROST WALLS, AND IN FRONT OF RETAINING STRUCTURES - MATERIAL. SUITABLE NATIVE SOL COMPACTION: 902 STANDARD PROCTOR TESTING: EVERY OTHER LIFT, EVERY 1000 SF c. BACKFILL BEHIND RETAINING AND/OR BASEMENT WALLS, OUTSIDE BUILDING ENVELOPE - MATERIAL, COMPACTED GRANULAR FILL COMPACTION: 901 STANDARD PROCTOR TESTING: EVERY OTHER LIFT, EVERT 1000 SF d. GRAVEL BELOW SLABS - MATERIAL COMPACTED GRANULAR FILL COMPACTION, 9551E STANDARD PROCTOR TESTING. EVERY 1000 SF STEEL FLOOR t ROOF DECK NOTES: I. PRODUCTS I.I. ROOF DECK - 1 1/2' DEEP, TYPE B, 20 GAGE, ROOF DECK. 1.2. SHEET STEEL: ASTM A446, GRADE A STRUCTURAL QUALITY; WITH G60 GALVANIZED COATING CONFORMING TO ASTM A525. 1.3. BEARING PLATES AND ANGLES: ASTM A36 STEEL, UNFINISHED. 1.4. WELDING MATERIALS. AWS DI.I. 1.5. TOUCHUP PRIMER FOR GALVANIZED SURFACES: 55K 20 TYPE II - ORGANIC. 2. MANUFACTURERS: 2.1. VULCRAFT, FLORENCE, SC 2.2. APPROVED EQUIVALENT PRODUCT. 3. ACCESSORIES 3.1. RELATED DECK ACCE550RIE5: METAL CL05URE STRIPS, WET CONCRETE STOPS, COVER PLATES, CANT STRIPS, 20 GAGE GALVANIZED SHEET STEEL; OF PROFILE AND SIZE AS INDICATED. 32. FASTENERS: GALVANIZED HARDENED STEEL, SELF TAPPING. 4. EXECUTION 4.1. VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE WORK. 4.2. BEGINNING OF INSTALLATION INDICATES INSTALLER ACCEPTANCE OF EXISTING CONDITIONS. 5. DELIVERY, STORAGE, AND HANDLING 5.1. TRANSPORT, HANDLE, STORE, AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5.2. CUT PLASTIC WRAP TO ENCOURAGE VENTILATION. 53. STORE DECK ON DRY WOOD SLEEPERS; SLOPE FOR POSITIVE DRAINAGE. 6. INSTALLATION 6.1. ERECT METAL DECK IN ACCORDANCE WITH SDI MANUAL AND MANUFACTURER'S INSTRUCTIONS. 6.2. BEAR DECK ON STEEL SUPPORTS WITH 3 INCH MINIMUM BEARING, ALIGN AND LEVEL. 6.3. FASTEN DECK TO STEEL SUPPORT MEMBERS AT ENDS AND INTERMEDIATE SUPPORTS WITH FUSION WELDS OR MECHANICAL FASTENERS AT 12 INCHES OC MAXIMUM, PARALLEL WITH THE DECK FLUTE AND AT EVERY OTHER TRANSVERSE FLUTE EXCEPT AS NOTED ON DRAWINGS. 6.4. WELD IN ACCORDANCE WITH A145 DIA. 6.5. MECHANICALLY FASTEN OR WELD MALE/FEMALE SIDE LAPS AT 24 INCHES OC MAXIMUM. 6.6. IMMEDIATELY AFTER WELDING DECK AND OTHER METAL COMPONENTS IN POSITION, COAT WELDS, BURNED AREAS, AND DAMAGED SURFACE COATING, WITH TOUCHUP PRIME PAINT, I. GENERAL DRAWING NOTES. I.I. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SITE, ARCHITECTURAL, AND MEP DRAWINGS AND SPECIFICATIONS. 1.2. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ALL DISCREPANCIES FOR REMEDIAL ACTION IF NECESSARY PRIOR TO CONTINUING WITH WORK. 2. CONSTRUCTION PHASE 51TE VISITS: 2.1. ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS 15 SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. 2.2. ASPECTS OF THE WORK FOUND TO BE DEFECTIVE BECAUSE IT DOES NOT MEET THE REQUIREMENTS SHOWN OR SPECIFIED SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER AS DIRECTED BY THE ENGINEER. 2.3. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 72 HOURS IN ADVANCE TO ALLOW THE ENGINEER TO SCHEDULE REVIEWS AT THE FOLLOWING TIMES. 2.3.1. PRIOR TO FIRST FOOTING PLACEMENT 2.3.2. PRIOR TO SETTING FIRST STRUCTURAL STEEL 2.3.3. AT COMPLETION OF FRAMING, AND BEFORE ANY INSULATION OR WALL COVERINGS ARE RACED. 3. STABILITY AND TEMPORARY SHORING/BRACING 3.1. THE WORK WAS BEEN DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE CONSTRUCTION HAS BEEN COMPLETED. 3.2. THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION 15 SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 3.3. THIS RESPONSIBILITY EXTENDS TO ALL ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, JOBSITE SAFETY, ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING AND SHORING, USE OF EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES. REVIEW OF CONSTRUCTION BY THE ENGINEER 15 FOR CONFORMANCE WITH THE DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. 3.4. LACK OF COMMENT ON THE PART OF THE ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES 15 NOT TO BE INTERPRETED AS APPROVAL OF THOSE PROCEDURES. 4. COLD WEATHER CONSTRUCTION PROCEDURES 4.1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTINUOUSLY PROTECT SOILS, CONCRETE, MASONRY AND OTHER BUILDING MATERIALS FROM DAMAGE DUE TO COLD TEMPERATURES UNTIL THE BUILDNG WAS BEEN TURNED OVER TO THE OWNER. 4.2. THIS SHALL INCLUDE TEMPORARY ENCLOSURES, INSULATED BLANKETS AND TEMPORARY HEATING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE ANY DAMAGED OR DEFECTIVE WORK, IN A MANNER APPROVED BY THE ARCHITECT/ENGINEER. 4.3. ALL PROTECTIVE AND CORRECTIVE WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 5. SAFETY AND PROTECTION 5.1. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 5.2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR 114E SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE INJURY OR LO55 TO ALL EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY; ALL THE WORK AND ALL MATERIALS OR EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF, THE SITE, AND OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 5.3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS (SPECIFICALLY INCLUDING OSHA, AND ANY OTHER STATE ADOPTED OSHA PROGRAM), LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR TO PROTECT THEM FROM DAMAGE, INJURY OR LOSS; AND SHALL ERECT AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND PROTECTION. CONTRACTOR SHALL NOTIFY OWNERS OF ADJACENT PROPERTY AND UTILITIES WHEN EXECUTION OF THE WORK MAT AFFECT THEM. 5.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND OTHER COSTS ARISING FROM ANY DAMAGE AT THE SITE OR ADJACENT THERETO. 5.5. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFELY AND PROTECTION OF THE WORK SHALL CONTINUE UNTIL SUCH TIME AS ALL THE WORK IS COMPLETED. STRUCTURAL STEEL NOTES: I. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH A15C CODE OF STANDARD PRACTICE. 2. MATERIALS 2.1. STRUCTURAL STEEL MEMBERS: ASTM A992, GRADE 50 FOR ALL WIDE FLANGE MEMBERS AND ASTM AM FOR ALL CHANNELS AND ANGLES. 2.2. STRUCTURAL TUBING: ASTM A500, GRADE B. 2.3. PIPE: ASTM A53, GRADE B. 2.4. BOLTS, NUTS, AND WASHERS: ASTM A325 BOLTS, ASTM A563 NUTS, GALVANIZED TO ASTM A153 FOR GALVANIZED STRUCTURAL MEMBERS. ASTM A490 BOLTS REQUIRED WHERE NOTED ON DRAWINGS. 2.5. ANCHOR BOLTS: ASTM A307 FOR HEADED BOLTS AND ASTM A36 FOR HOOKED BOLTS. 2.6. WELDING MATERIALS: AWS DI.I; TYPE REQUIRED FOR MATERIALS BEING WELDED, 2.7. GROUT: NON -SHRINK TYPE, PRE -MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 26 DAYS AS MANUFACTURED BY FIVE STAR PRODUCTS, INC., FAIRFIELD, CT, OR APPROVED EQUIVALENT. 2.8. SHOP AND TOUCH-UP PRIMER: TNEMEC SERIES FMBB RED OXIDE OR APPROVED EQUIVALENT. 2.9. TOUCH-UP PRIMER FOR GALVANIZED SURFACES: TNEMEC SERIES 37, ZINC RICH OR APPROVED EQUIVALENT. 3. FABRICATION 3.1. FABRICATE CONNECTIONS FOR BOLT, NUT, AND WASHER CONNECTORS. 3.2. DEVELOP REQUIRED CAMBER FOR MEMBERS. 3.3. PREPARE STRUCTURAL COMPONENT SURFACES PER ARCH SPECIFICATIONS 3.4. SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE FIREPROOFED, FIELD WELDED, IN CONTACT WITH CONCRETE. 4. EXECUTION 4.1. VERIFY OF EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BEGINNING WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS. 4.2. ALLOW FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 4.3. FIELD WELD COMPONENTS INDICATED ON DRAWINGS AND SHOP DRAWINGS, 4.4. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ARCHITECT/ENGINEER. 4.5. AFTER ERECTION, PRIME WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED, EXCEPT SURFACES TO BE IN CONTACT WITH CONCRETE. 5. ERECTION TOLERANCES 5.1. MAXIMUM VARIATION FROM PLUMB. V4 INCH PER STORY, NON -CUMULATIVE. 5.2. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH. I. DESIGN CODES I.I. VERMONT FIRE 4 BUILDING SAFETY CODE 2012 12. IBC (INTERNATIONAL BUILDING CODE) 2012 1.3. ASCE 7 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 2. DE51GN DEAD LOADS: 2.1. ROOF DEAD LOAD - 25 PSF 2.1.1. INCLUDING STRUCTURE SELF WEIGHT, ROOFING, DECK AND HUNG MECHANICAL ELECTRICAL ALLOWANCES 3, GROUND SNOW LOAD - 40 psf 3.1. ROOF SNOW LOAD USE 40 psf FLAT ROOF 3.2. SNOW EXPOSURE FACTOR, Ce - 1.0 3.3. SNOW LOAD IMPORTANCE FACTOR, I - 1.0 3.4. THERMAL FACTOR, Ct - 1.0 4. WIND LOAD 4.1. BASIC WIND SPEED - 105 MP14 4.2. WIND IMPORTANCE FACTOR, 1 - 1.0 4.3. BUILDING CATEGORY - II 4.4. WIND EXPOSURE - C 4.5. OPEN STRUCTURE 5. EARTHQUAKE LOADS 5.1. SEISMIC IMPORTANCE FACTOR - 1.00 5.2. SEISMIC USE GROUP - II 5.3. MAPPED SPECTRAL RESPONSE ACCELERATIONS - 58 - 37.BITp , 51 - 9.6% 5.4. 517E CLASS - E (TO BE VERIFIED WITH GEOTEC14 REPORT) 5.5. SPECTRAL RESPONSE COEFFICIENTS, Sds AND Sell, 0.527 AND OMA 5.6. SEISMIC DESIGN CATEGORY - D 5.7. BA51C SEISMIC FORCE RESISTING SYSTEM - STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE 5.6. DESIGN BASE SHEAR - V-0.174 WEIGHT 5A. SEISMIC RESPONSE COEFFICIENT - 0.174 5.10. RESPONSE MODIFICATION FACTOR - 3 5.11. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE 6. FOUNDATION BEARING CAPACITY - 2,000 PSF 6.1. ON 12' CRUSHED STONE OVER NATIVE SOILS 6.2. (TO BE VERIFIED BY GEOTECHNICAL REPORT) 7. STRUCTURAL MATERIAL MANUFACTURER'S UTILIZED FOR DESIGN: 7.1. POWER ACTUATED FASTENERS, EXPANSION BOLTS, EPDXY ANCACR1% SYSTEM. HILTI, INC 7.2. STEEL ROOF DECK: VULCRAFT CONCRETE REINFORCING NOTES: I. REINFORCING STEEL: ASTM A615, 60 K51 YIELD GRADE; DEFORMED BILLET STEEL BARS. 2. STIRRUP STEEL: ASTM AB2. 3. WELDED STEEL WIRE FABRIC. ASTM AI85 PLAIN TYPE; IN FLAT SHEETS. 4. TIE WIRE: MINIMUM K GAGE ANNEALED TYPE. 5. CHAIRS, BOL5TER5, BAR SUPPORTS, SPACERS: 51ZED AND SHAPED FOR STRENGTH AND SUPPORT OF REINFORCEMENT DURING CONCRETE PLACEMENT CONDITIONS INCLUDING LOAD BEARING PAD ON B017011 TO PREVENT PUNCTURING VAPOR RETARDER. 6. MAINTAIN CONCRETE COVER AROUND REINFORCING AS FOLLOWS: ITEM COVERAGE PIERS (EXPOSED TO WEATHER OR BACKFILL) 1 1/2 INCHES FOOTINGS AND CONCRETE FORMED AGAINST EARTH 3 INCHES SLABS ON FILL 1 1/2 INCHES ABBREVIATIONS and LEGEND CENTERLINE NORTH ARROW ELEV EF ELEVATION EACH FACE N ELEVATION CALLOUT EW EACH WAY EX EXISTING DOP-YY'I FOOTING ELEVATION FX.X LVL FOOTING CALLOUT LAMINATED VENEER LUMBER x/FT SLOPE DIRECTION AND PITCH OC PX.X ON CENTER PIER CALLOUT Y X ROOF PITC14 E PT PLATE PRESSURE TREATED Q SCHEDULE MARKER UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD 12 SECTION NUMBER 56 SHEET NUMBER CONCRETE CMU RIGID INSULATION CRUSHED STONE GRATING - OPENING r. C j Z 1 2 4 I_1 IV C C C A M. L O O 4" i 3'-0' 31_3" _- 0-Y 2'-4" 3'-II° _.—f ii_3" 4' 20 0o DECK CLO51JRE AROUND PERIMETER SS Bz4 H55 8x4 (SEE PLAN FOR OVERHANG) PURLIN 44' END PLATE ON ALL 1455 TYPICAL -----------�-- LNDER51DE LOW POINT OF IR TYPICAL PURLIN CONNECTION 3/Kx4xi PLATE EACH 51DE STRUCTURE AT 115'-0' _. GIRDER WITH (2) 3/4' A325 BOLTS CAP R 3/,pBxl4' WITH I/2�12 PITCH � (4) 3/4' dia A325 BOLTS H55 BZB COL" 1 (4) 114' dfa FI554-A36 HEADED ..7' { 7" ANCHOR BOLTS W/ 9' EMBEDMENT 7' r I 3/4'xl4'xl4' BASE R TYPIGALBA5E RBASE R 05'a AT 'I"oc EACH WAY CHAMFER ALL E%POSED EWES � TOP t BOfTOM TOP OF SLAB AT W-0' \ AT 12" oc EACH WAY \ TOP OF SLAB AT 99'-i"'�° r AT CENTERLINE SLAB 2'-O" SLOPE 1/4'/FT --- - t3 TIES AT 12' oc GROUNDING REQUIREMENTS 2'-0" WITH SEISMIC RETURNS \ SEE TANK SPECIFICATIONS TIE TO MAT REBAR AND 15'-0' (9) W VERTICALS 1 STRUCTURAL STEEL 2-0' 1 HOOKED INTO FOOTING - C MPAC FEE �)) '-0 -- TYPICAL PIER (i) L5b EACH WAY I (b) A5b EACH WAY Ol / UNDERSIDE FOOTING ON 94'-0" AT ELEVATION � _ - —� I ' - / FILTER FABRIC OVER NATIVE SOILS "-- I2' OF 3/4' CRUSHED STONE T B" EXISTING PURLIN EXISTING GIRDER EXISTING COL" BEYOND 12' IB GAGE PLATE FASTENED WITH #12 SCREWS AT 12' m NEW ROOF DECK NEW PURLIN HSS 8x4 3/8'x6x7 51DE PLATE WITH (4) 3/4" dia A325 BOLTS 3x4 GAGE NEW PURL -IN TIE IN SECTION SCALE. 1/2' . 1'4' SECTION T4ROUGI4 TYPICAL FRAME SCALE, V2' . I'O 1 12 4 October 27, 2016 Heritage Automotive Group, Inc. c/o David M. Bergeron P O Box 1100 Burlington, VT 05402-1100 Re: Authorization for%Pelease of Escrow Account — #SP-13-38 Dear Mr. 4ffi. Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Escrow Account at TD Bank required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $1,171. Should you have any questions, please feel free to contact us. Sincerely, Thomas Hubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com south -0. PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: October 27, 2016 SUBJECT: Release of Escrow — #SP-13-38 — Heritage Automotive Group, Inc. The applicant's request for the release of the above -listed escrow agreement has been reviewed for the following project: Landscaping - #SP-13-38 The surety is presently: $1,171, The purpose of this release is that the developer has met his obligation to maintain this amount for three (3) years. A site visit has confirmed that all the planting material is in place and alive. Please complete and sign the enclosed form authorizing the financial institution to release the funds in Escrow. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 WWW.5burl.com Thl Automotive Group, Inc. Web: www.heritagevt.com October 17, 2016 Mr. Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, Enclosed is a COPY of the Heritage Site Plan Landscaping Escrow Agreement dated October 10, 2013. Please note that the warranty period ran for 3 years ending October 10, 2016. I need your statement that Heritage has completed all requirements of the Site Plan Landscaping Escrow Agreement. I will then submit that statement to the bank to have our escrowed funds ($1,171.00 plus Interest) returned to Heritage. Thank you very much for your assistance. Sin David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email: customers@heritagevt.com Toll -free: 1-800-833-6017 E 0 Bank AnwKka'h Most Gommient Bank' TD Bank, N.A. 111 Main Street PO Box 409 Burlington, VT 05402-0409 T:802-860-5580 F:802-860-3182 October 23, 2013 David Bergeron, Vice President Heritage Automotive Group, Inc. 1620 Shelburne Road South Burlington, VT 05453 Re: TD Bank / Heritage / South Burlington Escrow Agreement Dear David: �O a I have enclosed two original, executed copies of the subject Escrow Agreement having kept one copy as the Bank's. We have debited your main operating account #60147352 and credited the escrow account 45242185917 in the amount of $1,711.00, Said escrow account now holds funds in amount necessary to satisfy the original Escrow Agreement along with this one. Please call with any questions. Sincerely, Jam M . Mooney Vice President Commercial Banking I The e r i taqe YAutomotive Group, Inc. Web: www.heritagevt.com October 30, 2013 Mr. Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, Enclosed please find a fully executed original of the Heritage Site Plan Landscaping Escrow Agreement dated October 10, 2013. The bank has signed off and the funds have been placed in escrow. Once you have determined the landscaping has been completed please provide me with written notice (as required in item 3). Thank you very much for your assistance. Sincerely, David M. Bergeron Vice President, Finance Enclosures FOR® TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email: customers@heritagevt.com Toll -free: 1-800-833-6017 Thl Automotive Group, Inc. Web: www.heritagevt.com October 23, 2013 Mr. James M. Mooney Vice President, Commercial Banking TD Bank P. O. Box 409 Burlington, Vermont 05402-3182 Dear Jim, Enclosed please find 3 original copies of the Site Plan Landscaping Escrow Agreement dated October 10, 2013. Please sign all copies and return 2 to my attention. The City and Heritage have already signed. Please move $1,171.00 from the HAG DDA (60147352) to Heritage Escrow account #524-2185917 to comply with the agreement. Thank you very much for your assistance in the matter. Sincerely, David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email: customers@heritagevt.com Toll -free: 1-800-833-6017 m s Automotive Group, Inc. Web: www.heritagevt.com October 10, 2013 Mr. Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, Enclosed please find 3 originals of the Heritage Site Plan Landscaping Escrow Agreement dated October 10, 2013. Please sign on the three originals and have a witness sign as well. Then please return the three originals to me in the envelope provided. I will secure TD Bank's signature and then return one of the originals to you. Thank you very much for your assistance. Sincerely, David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email: customers@heritagevt.com Toll -free: 1-800-833-6017 tU Automotive Group, Inc. Web: www.heritagevt.com October 8, 2013 Mr. James M. Mooney Vice President, Commercial Banking TD Bank P. O. Box 409 Burlington, Vermont 05402-3182 Dear James, Heritage needs to establish a new Escrow Agreement with the City of South Burlington, We already have one Escrow account Rob Roy opened for us back in the fall of 2011. I have included copies of the existing agreement and a copy of the TD bank account holding the funds. This was required by the City to make sure our new construction planting to do not die. The City of South Burlington is requesting we set up an additional Site Plan Landscaping Escrow Agreement. I have included a draft of the proposed new agreement. We would need to open a new MMA escrow account in the amount of $1,171.00 to support this agreement. This escrow account would be funded from the HAG DDA (60147352). I wanted you to see what I need before I have the agreement signed by all parties in that you will be ready to set up the account once we execute the agreement. Please email me (heritagena together.net) or call me (865-8190) to confirm I can have the Escrow agreement signed and that you would be ready to open the required account. Sincerely, David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email. customers@heritagevt.com Toll -free: 1-800-833-6017 Page 1 of 3 David M. Bergeron From: Doug Hewitt [DHewitt@summitengvt.com] Sent: Monday, October 07, 2013 5:05 PM To: 'David M. Bergeron', 'Tim Engelberth' Subject: RE: Heritage permits (number 2) The bond is for the $1,171 landscape estimate that was part of the June Site plan amendment. WHEREAS, DEVELOPER has received final plat administrative approval No. SP-13-38 dated June 26th 2013 from the City of South Burlington's Administrative Officer for the improvements to a Planned Unit Development with related improvements, in a development to be known as "Heritage Automotive", as depicted on and in accordance with the specifications as set forth on the final plat entitled "Boundary Survey" dated 12/05/01, prepared by Summit Engineering, Inc. and recorded at Map Slide [slide #] of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled "Overall Site Plan", dated 3/21/13 and last revised 10/7/13, prepared by Summit Engineering, Inc.(the "Site Plan" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Administrative Officer; This updates the dates and changes DRB to Administrative Officer in the first two paragraphs. Also, lower down on the page.... DEVELOPER will, at its own expense, complete the following installation as depicted and in accordance with the specifications set forth in the Site Plan and related documents: a) first landscaping item to be completed: all new landscaping and plantings as depicted on Sheet C1, Overall site plan, dated 3/21/13, last revised 10/7/13, will be completed by October 16, 2013. This language sets the clock ticking. Doug Hewitt, P.E. Summit Engineering, Inc. 1233 Shelburne Road, Suite C2 So. Burlington, VT 05403 ph: (802) 658-5588 cell: (802) 734-8239 dhewitt@summitengvt.com From: David M. Bergeron [ma i Ito: heritage@together. net] Sent: Monday, October 07, 2013 1:07 PM To: DHewitt@summitengvt.com; 'Tim Engelberth' Subject: FW: Heritage permits (number 2) Just to be clear .... I need these items before I can get the bond.....and I need to know exactly how much it needs 10/8/2013 Two of Three Originals ORIGINAL SITE PLAN LANDSCAPING ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate between Heritage Automotive Group, Inc. hereinafter referred to as DEVELOPER, TD Bank, hereinafter referred to as BANK, and the City of South Burlington, herein after referred to as MUNICIPALITY. WITNESSETH: WHEREAS, DEVELOPER has received final plat administrative approval No. SP-13-38 dated June 26th, 2013 from the City of South Burlington's Administrative Officer for the improvements to a Planned Unit Development with related improvements, in a development to be known as "Heritage Automotive", as depicted on and in accordance with the specifications as set forth on the final plat entitled "Boundary Survey" dated 12/05/01, prepared by Summit Engineering, Inc. and recorded at Map Slide [slide #] of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled "Overall Site Plan", dated 3/21/13 and last revised 10/7/13, prepared by Summit Engineering, Inc.(the "Site Plan" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Administrative Officer; WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; and WHEREAS, the BANK executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following installation as depicted and in accordance with the specifications set forth in the Site Plan and related documents: a) first landscaping item to be completed: all new landscaping and plantings as depicted on Sheet Cl, Overall site plan, dated 3/21/13, last revised 10/7/13, will be completed by October 16, 2013. b. N/A 2. DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within three (3) years after completion of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the "Warranty Period"). For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved the installation of the Improvements and issued written notice to the Developer that the installation thereof is complete. 3. Upon "completion," the CITY shall provide DEVELOPER and BANK written notice of completion. 4. For the guaranty of DEVELOPER performance of all requirements hereinabove set forth, DEVELOPER and BANK agree that cash in the amount of $1,171.00 shall be held in escrow by the BANK and shall be available for payment to the MUNICIPALITY in accordance with the terms herein set forth. The funds in the escrow account shall not be diverted, applied, set off or disbursed except in accord with the terms hereof. The MUNICIPALITY shall be the sole beneficiary of the escrow account and shall have sole power to draw funds from the account, in accordance with the terms of this agreement. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount retained in escrow, after the time of completion. 5. If the MUNICIPALITY files with the BANK a statement that the DEVELOPER is, in the judgment of MUNICIPALITY, in default under the terms of this Agreement, the BANK shall pay monies from said escrow fund to the MUNICIPALITY, in the amount(s) requisitioned by the MUNICIPALITY to complete the Improvements and satisfy the requirements in this Agreement. 6. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of such statement as it files with the BANK. The consent of the DEVELOPER to payments by the BANK to the MUNICIPALITY shall not be required or solicited. The BANK shall incur no liability to the DEVELOPER on account of making such payment to the MUNICIPALITY, nor shall the BANK be required to inquire into the propriety of any claim by the MUNICIPALITY of default on the part of the DEVELOPER or into the use of such funds by the MUNICIPALITY in completing such Improvements. 7. The MUNICIPALITY shall not file with the BANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 shall be used by the MUNICIPALITY solely for the purpose of performing obligations imposed upon the DEVELOPER by that portion of this Agreement upon which the DEVELOPER is then in default. Any work to be performed by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the MUNICIPALITY with its own work force and equipment or shall be accomplished in such a manner as in the judgment of the MUNICIPALITY shall accomplish the work most expeditiously and economically. 9. If monies are released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 and it shall later develop that a portion of the released monies are surplus to the MUNICIPALITY needs, any such surplus shall be returned by the MUNICIPALITY to the BANK to be held and distributed by the BANK pursuant to the terms of this Agreement. 10. The BANK shall not refuse or delay to make such payments to the MUNICIPALITY when requested by the MUNICIPALITY by an appropriate statement, and DEVELOPER will not interfere with or hinder such payments by the BANK to the MUNICIPALITY. 11. This Agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the Warranty Period set forth in Paragraph 2. 12. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. 13. In the event that DEVELOPER furnishes MUNICIPALITY with an Irrevocable Letter of Credit, in form and substance satisfactory to MUNICIPALITY, as replacement security for the funds escrowed hereunder, and the MUNICIPALITY concludes that it is beneficial to the MUNICIPALITY to do so, the MUNICIPALITY may release the funds escrowed by this agreement and accept the Letter of Credit, provided the BANK reconfirms, in writing its commitment to the terms and conditions contained herein. 14. BANK as Escrow Agent. (a) As escrow agent hereunder, BANK, acting in such capacity, shall have no duties or responsibilities except for those expressly set forth herein. (b) DEVELOPER shall indemnify and hold harmless BANK against any loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by the BANK in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of BANK. It is further understood by DEVELOPER that if, as the result of any disagreement between it and any other party or adverse demands and claims being made by it or anyone else upon BANK, or if BANK otherwise shall become involved in litigation with respect to this Agreement, DEVELOPER agrees that it shall reimburse BANK on demand for all costs and expenses, including, without limitation, attorney=s fees, it shall incur or be compelled to pay by reason of such dispute or litigation, including reasonable compensation for time expended in connection with any such dispute or litigation. (c) DEVELOPER shall indemnify and hold harmless MUNICIPALITY against any claim, loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by or brought against MUNICIPALITY in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of MUNICIPALITY. (d) BANK, acting as such, shall not be liable to anyone by reason of an error or judgment, a mistake of law or fact, or for any act done or step taken or omitted in good faith, and this provision shall survive the termination of this Agreement. (e) At the time the last of the escrowed funds are released and disbursed by BANK in accordance with this Agreement, BANK shall be discharged from any obligation under this Agreement. (f) In accordance with the provisions above, BANK may rely upon and shall be protected in acting upon any statement, instrument, opinion, notice, request, order, approval or document believed by it to be genuine and to have been signed or presented by the proper party or parties. 15. Substitution or Resignation of BANK. BANK reserves the right to withdraw from this Agreement and cease serving as escrow agent hereunder at any time by giving ten (10) days written notice thereof to the DEVELOPER and MUNICIPALITY. Upon notice of resignation by BANK, DEVELOPER agrees to find within ten (10) days of such notice a replacement escrow agent acceptable to MUNICIPALITY. BANK agrees to deliver the escrowed funds then held by BANK to such replacement escrow holder and notify all parties hereto. BANK shall thereupon be released from any and all responsibility or liability to the parties hereto. If the DEVELOPER fails to appoint a replacement escrow agent within such ten (10) day period, BANK shall petition any court having jurisdiction for the appointment of a successor escrow agent or for instructions as to the disposition of the documents and moneys held by it under this Agreement. In any event such court appoints a successor escrow agent, BANK shall deliver the escrowed funds then held pursuant to this Agreement, and all records and other documents held by it under this Agreement, upon payment of all fees and expense reimbursements due to BANK, to such successor escrow agent and BANK shall thereby be released from any and 11 all responsibility or liability to the parties hereto. Pending such appointment or instructions, BANK shall continue to be bound by the terms of this Agreement. 16. IN WITNESS WHEREOF, and intending to be legally bound, the parties have set their hands and seals hereto as of the date or dates written below. ATED at l� �c C'� Vermont, this ( © day of 20_. IN THE PRESE E OF: Witn ss IN THE PRESENCE OF: Heritage Au m ive Group, Inc. By: Duly Authorized Age t TD Bank n, ,, rn By: I Witness ly Au orized Agent IN THE PRESS E OF: CITY OF SOUTH BURLINGTON ti) — By W' ness ly�Aut�horiOedAgent Word/davidl3/LandscapingESCROW3.doc Thl eritaqe Automotive Group, Inc. Web: www.heritagevt.com October 30, 2013 Mr. Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, Enclosed please find a fully executed original of the Heritage Site Plan Landscaping Escrow Agreement dated October 10, 2013. The bank has signed off and the funds have been placed in escrow. Once you have determined the landscaping has been completed please provide me with written notice (as required in item 3). Thank you very much for your assistance. Sincerely, David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email: customers@heritagevt.com Toll -free: 1-800-833-6017 c� soul b HA ffira if r ;? 1? ; J. t PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: October 21, 2013 SUBJECT: Establishment of Escrow Account for Project # SPA3-38 Pursuant to the above -listed approval by the Development Review Board, the applicant has established an Escrow Account. The documents have been prepared using legal documents prepared by the City Attorney. The amount included in this Escrow Account has been verified and meet the requirements of the Board's decision. The amount of the surety is: $ 1,171.00 The surety is required to be maintained until: 10-21-16 Please complete and sign the enclosed three -party agreement authorizing the establishment of this Escrow Account. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Thl 4 eritaqe Automotive Group, Inc. Web: www.heritagevt.com October 10, 2013 Mr. Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, Enclosed please find 3 originals of the Heritage Site Plan Landscaping Escrow Agreement dated October 10, 2013. Please sign on the three originals and have a witness sign as well. Then please return the three originals to me in the envelope provided. I will secure TD Bank's signature and then return one of the originals to you. Thank you very much for your assistance. Sincer y, David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 * Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email. customers@heritagevt.com Toll -free: 1-800-833-6017 A2. ,%4INN lout urfi t : PLANNING & ZONING January 31, 2013 David M. Bergeron Heritage Automotive Group, Inc. P.O. Box 1100 Burlington, VT 05402-1100 Re: Landscaping Escrow Agreement — Completion Notice Dear Mr. Bergeron: This is in response to your letter of January 25, 2013 requesting a "written notice of completion" as provided in the Landscaping Escrow Agreement. The attached Certificate of Occupancy #CO-13-07 shall serve as the "written notice of completion". Should you have any questions, please feel free to contact me. Sincer�_)�i, Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com I The eritwe 21Automotive Group, Inc. Web: www.heritagevt.com January 25, 2013 Mr. Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, Enclosed is a COPY of the Heritage Site Plan Landscaping Escrow Agreement dated September 23, 2011. Please note item number 3 states as follows: 3. "Upon "completion," the CITY shall provide DEVELOPER and BANK written notice of completion." The completion is in reference to Heritage completing all landscaping as per the plan. I do not show where Heritage and TD Bank received this notice. Would you check your files and provide me with a copy please? Thank you very much for your assistance. Siinnc'errel , David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA SCION ROD & CUSTOM COLLISION CENTER AUTOSHINE 865-8100 865-8200 865-8222 865-8110 865-8170 865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 E-Mail us on the Internet at: customers@heritagevt.com a One of Three Originals SITE PLAN LANDSCAPING ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate between Heritage Automotive Group, Inc. hereinafter referred to as DEVELOPER, TD Bank, hereinafter referred to as BANK, and the City of South Burlington, herein after referred to as MUNICIPALITY. WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. SD- 11-24 dated August 19th, 2011 from the City of South Burlington's Development Review Board for the improvements to a Planned Unit Development with related improvements, in a development to be known as "Heritage Automotive", as depicted on and in accordance with the specifications as set forth on the final plat entitled "Boundary Survey" dated 12/05/01, prepared by Summit Engineering, Inc. and recorded at Map Slide [slide #] of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled "Overall Site Plan", dated 6/21/11, prepared by Summit Engineering, Inc.(the "Site Plan" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; and WHEREAS, the BANK executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following installation as depicted and in accordance with the specifications set forth in the Site Plan and related documents: a) first landscaping item to be completed: all new landscaping and plantings as depicted on Sheet S1, Overall site/landscaping plan Phase 1 construction, dated 7/8/11, will be completed by July 9, 2012. b. N/A 2. DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within three (3) years after completion of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the "Warranty Period"). For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved the installation of the Improvements and issued written notice to the Developer that the installation thereof is complete. 3. Upon "completion," the CITY shall provide DEVELOPER and BANK written notice of completion. 4. For the guaranty of DEVELOPER performance of all requirements hereinabove set forth, DEVELOPER and BANK agree that cash in the amount of $62,500.00 shall be held in escrow by the BANK and shall be available for payment to the MUNICIPALITY in accordance with the terms herein set forth. The funds in the escrow account shall not be diverted, applied, set off or disbursed except in accord with the terms hereof. The MUNICIPALITY shall be the sole beneficiary of the escrow account and shall have sole power to draw funds from the account, in accordance with the terms of this agreement. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount retained in escrow, after the time of completion. 5. If the MUNICIPALITY files with the BANK a statement that the DEVELOPER is, in the judgment of MUNICIPALITY, in default under the terms of this Agreement, the BANK shall pay monies from said escrow fund to the MUNICIPALITY, in the amount(s) requisitioned by the MUNICIPALITY to complete the Improvements and satisfy the requirements in this Agreement. 6. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of such statement as it files with the BANK. The consent of the DEVELOPER to payments by the BANK to the MUNICIPALITY shall not be required or solicited. The BANK shall incur no liability to the DEVELOPER on account of making such payment to the MUNICIPALITY, nor E shall the BANK be required to propriety of any claim by the on the part of the DEVELOPER funds by the MUNICIPALITY in Improvements. inquire into the MUNICIPALITY of default or into the use of such completing such 7. The MUNICIPALITY shall not file with the BANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 shall be used by the MUNICIPALITY solely for the purpose of performing obligations imposed upon the DEVELOPER by that portion of this Agreement upon which the DEVELOPER is then in default. Any work to be performed by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the MUNICIPALITY with its own work force and equipment or shall be accomplished in such a manner as in the judgment of the MUNICIPALITY shall accomplish the work most expeditiously and economically. 9. If monies are released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 and it shall later develop that a portion of the released monies are surplus to the MUNICIPALITY needs, any such surplus shall be returned by the MUNICIPALITY to the BANK to be held and distributed by the BANK pursuant to the terms of this Agreement. 10. The BANK shall not refuse or delay to make such payments to the MUNICIPALITY when requested by the MUNICIPALITY by an appropriate statement, and DEVELOPER will not interfere with or hinder such payments by the BANK to the MUNICIPALITY. 11. This Agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the Warranty Period set forth in Paragraph 2. 12. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. 13. In the event that DEVELOPER furnishes MUNICIPALITY with an Irrevocable Letter of Credit, in form and substance satisfactory to MUNICIPALITY, as replacement security for the funds escrowed hereunder, and the MUNICIPALITY concludes that it is beneficial to the MUNICIPALITY to do so, the MUNICIPALITY may release the funds escrowed by this agreement and accept the Letter of Credit, provided the BANK reconfirms, in writing its commitment to the terms and conditions contained herein. 14. BANK as Escrow Agent. (a) As escrow agent hereunder, BANK, acting in such capacity, shall have no duties or responsibilities except for those expressly set forth herein. (b) DEVELOPER shall indemnify and hold harmless BANK against any loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by the BANK in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of BANK. It is further understood by DEVELOPER that if, as the result of any disagreement between it and any other party or adverse demands and claims being made by it or anyone else upon BANK, or if BANK otherwise shall become involved in litigation with respect to this Agreement, DEVELOPER agrees that it shall reimburse BANK on demand for all costs and expenses, including, without limitation, attorney=s fees, it shall incur or be compelled to pay by reason of such dispute or litigation, including reasonable compensation for time expended in connection with any such dispute or litigation. (c) DEVELOPER shall indemnify and hold harmless MUNICIPALITY against any claim, loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by or brought against MUNICIPALITY in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of MUNICIPALITY. (d) BANK, acting as such, shall not be liable to anyone by reason of an error or judgment, a mistake of law or fact, or for any act done or step taken or omitted in good faith, and this J provision shall survive the termination of this Agreement. (e) At the time the last of the escrowed funds are released and disbursed by BANK in accordance with this Agreement, BANK shall be discharged from any obligation under this Agreement. (f) In accordance with the provisions above, BANK may rely upon and shall be protected in acting upon any statement, instrument, opinion, notice, request, order, approval or document believed by it to be genuine and to have been signed or presented by the proper party or parties. 15. Substitution or Resignation of BANK. BANK reserves the right to withdraw from this Agreement and cease serving as escrow agent hereunder at any time by giving ten (10) days written notice thereof to the DEVELOPER and MUNICIPALITY. Upon notice of resignation by BANK, DEVELOPER agrees to find within ten (10) days of such notice a replacement escrow agent acceptable to MUNICIPALITY. BANK agrees to deliver the escrowed funds then held by BANK to such replacement escrow holder and notify all parties hereto. BANK shall thereupon be released from any and all responsibility or liability to the parties hereto. If the DEVELOPER fails to appoint a replacement escrow agent within such ten (10) day period, BANK shall petition any court having jurisdiction for the appointment of a successor escrow agent or for instructions as to the disposition of the documents and moneys held by it under this Agreement. In any event such court appoints a successor escrow agent, BANK shall deliver the escrowed funds then held pursuant to this Agreement, and all records and other documents held by it under this Agreement, upon payment of all fees and expense reimbursements due to BANK, to such successor escrow agent and BANK shall thereby be released from any and all responsibility or liability to the parties hereto. Pending such appointment or instructions, BANK shall continue to be bound by the terms of this Agreement. 16. IN WITNESS WHEREOF, and intending to be legally bound, the parties have set their hands and seals hereto as of the date or dates written below. DATED at y� Ir4 , Vermont, this day of 20 1 L . IN THE PRESEN E OF: Witliess IN THE PRESENCE OF: Heritage Automotive Group, Inc. By: '�) �tI v Duly Authorized AUent TD BankA/-A- (_�� UL By: k�f '¢" Witness Duly Authorized AgeAt IN TH PRESENCE OF - By: W 'k rmsfs Word/davidll/LandscapingESCROW2.doc CITY OF SOUTH BURLINGTON Duly Authorized Agent south PLANNING & ZONING MEMORANDUM TO: Donna Kinville, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: September 29, 2011 SUBJECT: Establishment of Escrow Account for Project # SD-11-24 Pursuant to the above -listed approval by the city's Development Review Board (DRB), the applicant has established an Escrow Account. The documents have been prepared using legal documents prepared by the City Attorney. The amount included in this Escrow Account has been verified and meet the requirements of the DRB decision. The amount of the surety is: $ 62,500. The surety is required to be maintained until: 9-29-14 Please complete and sign the enclosed three -party agreement authorizing the establishment of this Escrow Account. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com southburl i 4 PLANNING & ZONING June 21, 2016 Re: #SP-16-36 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six(6) months. If you have any questions, please contact me. Sincere Raymond J. Belair, Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Permit Number SP- - ce se only) ?76 Y) APPLICATION FOR SITE PLAN REVIEW El Administrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): The Heritage Automotive Group Inc. P.O. Box 1100 Burlington, Vt. P:802-865-8289 F:802-865-8269 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): Innovative Design Inc. 8 Carmichael St. Suite #104 Essex, Jct. Vt. 05452 P: 802-872-8430 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Michelle Dufresne, Innovative Design Inc. 8 Carmichael St., Suite #104 Essex, Jct. Vt. 05452 4a. CONTACT EMAIL ADDRESS:: rmdufres@sover.net 5. PROJECT STREET ADDRESS: 30 Green Mountain Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0720-00030 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Enlarge current platform 3'-6" x 4' plus stairs to 6-0" x 8' plus stairs off loading docks/warehouse b. Existing Uses on Property (including description and size of each separate use): Administration/warehouse for dealer ship Proposed Uses on property (include description and size of each new use and existing uses to remain): n/c d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): n/a f. Number of residential units (if applicable, new units and existing units to remain): n/a g. Number of employees (existing and proposed, note office versus non -office employees): no change h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 685,647 Sq. Ft. a. Building: Existing 16.4 % / 112,453 sq. ft. Proposed n/c % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 69.8 % / 478,893 sq. ft. Proposed 6 % / 0.00 sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) 100 * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: $ $2,500 13. ESTIMATED PROJECT COMPLETION DATE: 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the firloe of submitting t e site an a placation icc;A e}��'� t� it�sfee� schedule. /�/ Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. GNATURE OF APPILICANT �Uw SIGNATURE OF OWNER Do not write below this line PRINT DATE OF SUBMISSION: w REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Comp The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 ♦a 8 CARMICHAEL STREET, SUITE #104 Innovative ESSEX JCT., VT. 05452 Design Inc. ��E � , arl-ego Fix: an-a�� EMAK- a'"�"MET ORwt MID PROJECT MAW HERITAGE AUTOMOTIVE GROUP Cl—A *". ` NONE n�' 30 GREEN MOUNTAIN DRIVE OA'IL^ OL—OI—IL I 3 Fron t\ Yar Stairs Se tback\- - II I I Cn Existing to be removed New eck — -- H crete ------ _----_— _ e dwall Catch Basin Rim = 507.87 Inv..- 50.02__ \ �'S,S� 1 � V E R M 0 N T February 9, 2016 David M. Bergeron, Vice President, Finance Heritage Automotive Group, Inc. P O Box 1100 Burlington, VT 05402-1100 Re: Authorization for Release of Escrow Account - #SD-11-24 Dear Mr. Bergeron: Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Escrow Account at TD Bank, N.A. required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $62,500. Should you have any questions, please feel free to contact us. Sincerely, -"Thomas Hubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com f� southburfington PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: February 9, 2016 SUBJECT: Release of Escrow — #SD-11-24 — Heritage Automotive Group, Inc. The applicant's request for the release of the above -listed escrow agreement has been reviewed for the following project: Landscaping - #SD-11-35 The surety is presently: $62,500. The purpose of this release is that the developer has met his obligation to maintain this amount for three (3) years. A site visit has confirmed that all the planting material is in place and alive. Please complete and sign the enclosed form authorizing the financial institution to release the funds in Escrow. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Thy Automotive Group, Inc. Web: www.heritagevt.com January 22, 2016 Mr. Raymond Belair Administrative Officer /t South Burlington Planning and Zoni 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, Enclosed is a COPY of the Heritage Site Tian Landscaping Escrow Agreement dated September 23, 2011. Please note that the warranty period ran for 3 years ending January 25, 2016. I need your statement that Heritage has completed all requirements of the Site Plan Landscaping Escrow Agreement. I will then submit that statement to the bank to have our escrowed funds ($62,500 plus Interest) returned to Heritage. Thank you very much for your assistance. Sin41y, eDaIo n Vice President, Finance Enclosures FORD TOYOTA SCION COLLISION CENTER AUTOSHINE 802-865-8100 802-865-8200 802-865-8222 802-865-8170 802-865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 Email: customers@heritagevt.com Toll -free: 1-800-833-6017 Two of Three Originals SITE PLAN LANDSCAPING ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate between Heritage Automotive Group, Inc. hereinafter referred to as DEVELOPER, TD Bank, hereinafter referred to as BANK, and the City of South Burlington, herein after referred to as MUNICIPALITY. WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. SD- 11-24 dated August 19th, 2011 from the City of South Burlington's Development Review Board for the improvements to a Planned Unit Development with related improvements, in a development to be known as "Heritage Automotive", as depicted on and in accordance with the specifications as set forth on the final plat entitled "Boundary Survey" dated 12/05/01, prepared by Summit Engineering, Inc. and recorded at Map Slide [slide #] of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled "Overall Site Plan", dated 6/21/11, prepared by Summit Engineering, Inc.(the "Site Plan" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; and WHEREAS, the BANK executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following installation as depicted and in accordance with the specifications set forth in the Site Plan and related documents: a) first landscaping item to be completed: all new landscaping and plantings as depicted on Sheet S1, Overall site/landscaping plan Phase 1 construction, dated 7/8/11, will be completed by July 9, 2012. b. N/A l 2. DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within three (3) years after completion of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the `Warranty Period"). For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved the installation of the Improvements and issued written notice to the Developer that the installation thereof is complete. 3. Upon "completion," the CITY shall provide DEVELOPER and BANK written notice of completion. 4. For the guaranty of DEVELOPER performance of all requirements hereinabove set forth, DEVELOPER and BANK agree that cash in the amount of $62,500.00 shall be held in escrow by the BANK and shall be available for payment to the MUNICIPALITY in accordance with the terms herein set forth. The funds in the escrow account shall not be diverted, applied, set off or disbursed except in accord with the terms hereof. The MUNICIPALITY shall be the sole beneficiary of the escrow account and shall have sole power to draw funds from the account, in accordance with the terms of this agreement. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount retained in escrow, after the time of completion. S. If the MUNICIPALITY files with the BANK a statement that the DEVELOPER is, in the judgment of MUNICIPALITY, in default under the terms of this Agreement, the BANK shall pay monies from said escrow fund to the MUNICIPALITY, in the amount(s) requisitioned by the MUNICIPALITY to complete the Improvements and satisfy the requirements in this Agreement. 6. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of such statement as it files with the BANK. The consent of the DEVELOPER to payments by the BANK to the MUNICIPALITY shall not be required or solicited. The BANK shall incur no liability to the DEVELOPER on account of making such payment to the MUNICIPALITY, nor 1 `• shall the BANK be required to inquire into the propriety of any claim by the MUNICIPALITY of default on the part of the DEVELOPER or into the use of such funds by the MUNICIPALITY in completing such Improvements. 7. The MUNICIPALITY shall not file with the BANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 shall be used by the MUNICIPALITY solely for the purpose of performing obligations imposed upon the DEVELOPER by that portion of this Agreement upon which the DEVELOPER is then in default. Any work to be performed by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the MUNICIPALITY with its own work force and equipment or shall be accomplished in such a manner as in the judgment of the MUNICIPALITY shall accomplish the work most expeditiously and economically. 9. If monies are released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 and it shall later develop that a portion of the released monies are surplus to the MUNICIPALITY needs, any such surplus shall be returned by the MUNICIPALITY to the BANK to be held and distributed by the BANK pursuant to the terms of this Agreement. 10. The BANK shall not refuse or delay to make such payments to the MUNICIPALITY when requested by the MUNICIPALITY by an appropriate statement, and DEVELOPER will not interfere with or hinder such payments by the BANK to the MUNICIPALITY. 11. This Agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the Warranty Period set forth in Paragraph 2. 12. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. 13. In the event that DEVELOPER furnishes MUNICIPALITY with an Irrevocable Letter of Credit, in form and substance satisfactory to MUNICIPALITY, as replacement security for the funds escrowed hereunder, and the MUNICIPALITY concludes that it is beneficial to the MUNICIPALITY to do so, the MUNICIPALITY may release the funds escrowed by this agreement and accept the Letter of Credit, provided the BANK reconfirms, in writing its commitment to the terms and conditions contained herein. 14. BANK as Escrow Agent. (a) As escrow agent hereunder, BANK, acting in such capacity, shall have no duties or responsibilities except for those expressly set forth herein. (b) DEVELOPER shall indemnify and hold harmless BANK against any loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by the BANK in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of BANK. It is further understood by DEVELOPER that if, as the result of any disagreement between it and any other party or adverse demands and claims being made by it or anyone else upon BANK, or if BANK otherwise shall become involved in litigation with respect to this Agreement, DEVELOPER agrees that it shall reimburse BANK on demand for all costs and expenses, including, without limitation, attorney=s fees, it shall incur or be compelled to pay by reason of such dispute or litigation, including reasonable compensation for time expended in connection with any such dispute or litigation. (c) DEVELOPER shall indemnify and hold harmless MUNICIPALITY against any claim, loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by or brought against MUNICIPALITY in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of MUNICIPALITY. (d) BANK, acting as such, shall not be liable to anyone by reason of an error or judgment, a mistake of law or fact, or for any act done or step taken or omitted in good faith, and this provision shall survive the termination of this Agreement. (e) At the time the last of the escrowed funds are released and disbursed by BANK in accordance with this Agreement, BANK shall be discharged from any obligation under this Agreement. (f) In accordance with the provisions above, BANK may rely upon and shall be protected in acting upon any statement, instrument, opinion, notice, request, order, approval or document believed by it to be genuine and to have been signed or presented by the proper party or parties. 15. Substitution or Resignation of BANK. BANK reserves the right to withdraw from this Agreement and cease serving as escrow agent hereunder at any time by giving ten (10) days written notice thereof to the DEVELOPER and MUNICIPALITY. Upon notice of resignation by BANK, DEVELOPER agrees to find within ten (10) days of such notice a replacement escrow agent acceptable to MUNICIPALITY. BANK agrees to deliver the escrowed funds then held by BANK to such replacement escrow holder and notify all parties hereto. BANK shall thereupon be released from any and all responsibility or liability to the parties hereto. If the DEVELOPER fails to appoint a replacement escrow agent within such ten (10) day period, BANK shall petition any court having jurisdiction for the appointment of a successor escrow agent or for instructions as to the disposition of the documents and moneys held by it under this Agreement. In any event such court appoints a successor escrow agent, BANK shall deliver the escrowed funds then held pursuant to this Agreement, and all records and other documents held by it under this Agreement, upon payment of all fees and expense reimbursements due to BANK, to such successor escrow agent and BANK shall thereby be released from any and all responsibility or liability to the parties hereto. Pending such appointment or instructions, BANK shall continue to be bound by the terms of this Agreement. 16. IN WITNESS WHEREOF, and intending to be legally bound, the parties have set their hands and seals hereto as of the date or dates written below. DATED at -s �iv- l i ce_, Vermont, this Z day of 57;414 20 L( IN THE PRE ENCE OF: Wi Vness IN THE PRESENCE OF: Heritage Automotive Group, Inc. By. Duly Authorized Ag nt TD Bank, ^J./}. A-6\ jQk By: Witness Duly Authorized Agen I4TH PRESEN E OF: By: t ess Word/davidll/LandscapingESCROW2.doc CITY OF SOUTH BURLINGTON �c't,c�uf C,✓ Duly Authorized Agent A south PLANNING & ZONING January 31, 2013 David M. Bergeron O Heritage Automotive Group, Inc. P.O. Box 1100 Burlington, VT 05402-1100 Re: Landscaping Escrow Agreement — Completion Notice Dear Mr. Bergeron: This is in response to your letter of January 25, 2013 requesting a "written notice of completion" as provided in the Landscaping Escrow Agreement. The attached Certificate of Occupancy #CO-13-07 shall serve as the "written notice of completion". Should you have any questions, please feel free to contact me. SincergV/, � /), Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 9 w W OJI ek south,n PLANNING & ZONING Number CO- � �- 0 Office use only) APPLICATION FOR CERTIFICATE OF OCCUPANCY The undersigned herewith requests an inspection of the premises indicated below and issuance of a "Certificate of Occupancy", pursuant to Section 17.03 of city's Land Development Regulations APPLICANT NAME: &h(�/Gj�-F_4&&Z 7W PROPERTY OWNER:Pr�Tn/_ s / (^ MAILING ADDRESS: —1-0 6-;,AQQ,,, m*j z>nG SUBJECT PROPERTY ADDRESS: t6"10 Vr Oyu '-411 The work for which a Certificate of Occupancy is being requested was completed on as authorized under Zoning Permit # ZP- /� -� dated l� ❑ H inccup n Request Property O er Signat e Date Application received on: 1A/k//� (office use only) ❑ Temporary Certificate of Occupancy will expire on to provide the applicant time to complete the following improvements: F""Permanent Certificate of Occupancy ❑ Application denied for the following reasons: Ej 0��L ? strative Officer's Signature g Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.shurl.com July 25, 2014 Re: #SP-14-38 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) mnnthc If you have any questions, please contact me. Sin ymond J. Belair ministrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 11, em. southburfington PLANNING & ZONING Permit Number 0 (office use only) APPLICATION FOR SITE PLAN REVIEW ❑✓ Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Heritage Automotive Group, Inc. P.O. Box 1100, Burlington, VT 05402-1100 (802) 863-1485 2. LOCATION OF LAST RECORDED DEED(S) (Book and page ft Vol. 776, Pg. 284 3. APPLICANT (Name, mailing address, phone and fax ft Same as above. 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ft Joel Page, AIA Scott + Partners, Inc. 20 Main Street, Essex Junction, VT 05452 (802) 879-5153 4a. CONTACT EMAIL ADDRESS:: joel@scottpartners.com 5. PROJECT STREET ADDRESS: 1580 - 1620 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01580; 1540-1600; 1540-1620; 0720-00030; 0720-00040 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): The purpose of the project is to expand the existing fleet vehicle motor fuel dispensing —facility. The project will add an additional 6,000 gallons of fuel storage capacity, extend the — existing non combustible canopy over the storage area, and add a fuel pump. b. Existing Uses on Property (including description and size of each separate use): Automotive Sales and Service in 5 separate buildings on 5 separate parcels totaling 15.74 acres c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. d. Total building square footage on property (proposed buildings and existing buildings to remain): 112,453 sf existing. No changes to building footprints. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): N/A f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 202; No change. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 - Bala Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 685,647 Sq. Ft. a. Building: Existing 16.4 % / 112,453 sq. ft. Proposed 0 % / 0 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 53.4 % / 366,140 sq. ft. Proposed 0.04 % / +300 sq. ft. c. Front yard (along each street) Existing N/A % / / Existing - no change. Proposed N/A % d. Total area to be disturbed during construction (sq. ft.) 600-800 SF N/A sq. ft. N/A sq. ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 40,000 b. Landscaping: $ 42,000 c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 395 existing (No change) 11. PEAK HOURS OF OPERATION: 4-6 PM 12. PEAK DAYS OF OPERATION: Weekdays 13. ESTIMATED PROJECT COMPLETION DATE: Summer 2014. 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section l 7.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Z--� SI"�AT�U OFAPPLICANT SIGNATURE OF PROPERTY OWNEV PRINTNAAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete Inppmple inistrative G/1 � , Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 OrW ►1 /, IN f� PLANNING & ZONING November 12, 2013 Re: #SP-13-60 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six 6) months. If you have any questions, please contact me. Sincerel , r aymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit Number SP-/ � - �,o (office use only) APPLICATION FOR SITE PLAN REVIEW X Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax ft Heritage Automotive Group, Inc., P.O. Box 1100, Burlington VT 05402-1100 #(802) 863-1485 (p) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 776, P . 2g 84 3. APPLICANT (Name, mailing address, phone and fax ft Same as above 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Doug Hewitt, Summit Engineering, Inc., 1233 Shelburne Road C-2 South Burlington, VT 05403 #(802) 658-5588 4a. CONTACT EMAIL ADDRESS: dhewittgsummitengvt.com 5. PROJECT STREET ADDRESS: 1580 — 1620 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01580; 1540-1600; 1540-1620; 0720-00030; 0720-00040 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Construction of curbs and grass area adjacent to the Toyota Sales building at 1620 Shelburne Road Addition of new dumpster enclosure for Toyota Sales building. b. Existing Uses on Property (including description and size of each separate use): Automotive Sales and Service in 5 separate buildings on 5 separate parcels totaling 15.74 acres 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. d. Total building square footage on property (proposed buildings and existing buildings to remain): 112,453 sf existing. No changes to building footprints. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): N/A f. Number of residential units (if applicable, new units and existing units to remain): 0 (N/A) g. Number of employees (existing and proposed, note office versus non -office employees): 202; No change. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 — Balance of Restricted Roads. 8. LOT COVERAGE Total Parcel Size: _685,647 Sq. Ft. a. Building: Existing 16.4 % / 112,453 sq. ft. Proposed 0 % / 0 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 69.8 % / 478,893 sq. ft. Proposed -0.04 % / -300 sq. ft. c. Front yard (along each street) Existing and Proposed (no change) Shelburne Road Green Mountain Drive 12,270 square feet 30.0 % 11,060 square feet 22.8 % d. Total area to be disturbed during construction (sq. ft.) 300 sf * * 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. Site Plan Application Form. Rev. 12-2011 l 9. COST ESTIMATES a. Building (including interior renovations): $0 b. Landscaping: $0 c. Other site improvements (please list with cost): $1,000 curb modification, topsoil, seed, mulch $3,000 Dumpster pad and enclosure. 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 395 existing.(No change) 11. PEAK HOURS OF OPERATION: 4-6 PM 12. PEAK DAYS OF OPERATION: Weekdays 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2013 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. IGNATURE OF SIGNATURE OF PROPERTY O PRINT NAME L Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 I Do not write below this line DATE OF SUBMISSION: �l REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: P Complete ninis ative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 sec k * t360 SUMMIT ENGINEERlr ` -r Engineers + Surveyors + Planners + Landscape Architects October 31, 2013 Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Heritage Automotive Group Inc. Application for Amendment to Site Plan Dear Ray: Enclosed is the application package for the Amendment of the Heritage Automotive Site Plan. Included in this package are the following items: 1. Completed Application form signed by the Owner/Applicant 2. Check for $153 Fee to City of South Burlington. 3. Three full-sized sets of and one reduced copy of Sheets C 1 and P2 describing the modifications to be made. The improvements include addition of a curbed -in green space and a new dumpster pad and enclosure. The Parking Plan (P 1) is included to describe the changes to the customer and employee parking spaces site -wide maintaining the 225 designated parking spaces to account for the two displaced by the new dumpster. Two additional are designated near the Collision Center. Digital copies of these plans have been provided on a disk. lerelewi , P.E. Project Engineer 1233 Shelburn ,u3 Business (8( "U2) 658-3629 St -bad; N/F 1DX Sfeteme Corp. N/F lox Sptems Corp. r at P-0g.01 Propertbs, LLC Legend PropertyyR.O.W. Line —__--_---Ears -t Line ---------Setback O han Rod Found 0 Utd/ty Pde 0 NwMde ® t:otdl Bosh (aquas) ■ Propoa•d Catch Bash (+guars) b Nyakant ' Popoed Light P.b fe Cote Wlw ®c co. vdke Sign 61 Tefephane Box Curbatap EW thg De ft— T /Shrub y//Q Proposed D.cFduaua T /Shrub Exbthp Phe T /Shmb Propoead Ewgreea T /Shrub Tr"k lsluuba Nandbp Porkirg • Bo9ad ® ..w Stange Dumpetar/kecldhg e Orlve N/F ©, 1 1DX System Capaatlan I I I � 1 I Emp/oyse Parking I I 1 I S H E L BURNS R 0A D (U. S. R 0 U TE 7) To VM— Ne• Evan Vol. 497. Pp. 287 Eroct LocaOar thde6ned —-- ------------DOS LLP ----------- N _ _ _ I N� Mtanb B. P-anMeau, LLC NNksnt C LaNr, T sloe 1 1 1 11 GRAPHIC SCALE ( IN FEET ) 1 Inch - 50 ft. W I 1 N/F 1 Z 1 NOT Partnership t 1 I �1" x 23' £aernanf a 0r en No -tan Po•sr I W .. 07, Pg JOJ I I _I _1 _I I NITT P,,,Y I I I COVERAGE Tat. Arse 685,847 SF - 15.74 Aa 1\ �e Infarmatlm 6a1dklg.: lIZ453 SF Exbting -16.4% Pavement: 366,440 SF Exl.ting -534; -300 SF Prupo.d -0.045 Cambind ImpeMmc 478,893 SF E.I.ling -59.sX -J00 SF Propo•ad -0.04X Told hnpe —: 478.093 SF EY4Ung -69sx 478,503 SF Proposd -69.BX Or—p—: 208,753 SF Exbtlnq -30.1x 207,053 SF Prapo.ed -30.2X Cowme h Stbaeke US Rout. 7 (50 Feet) - 41,000 SF P"k,g and DNw 12270 SF Exbthp - J0..0% Groan N—W, 0riro (JO feet) - 4"79 SF Parking and DNroe 11.060 SF Exbthp - 228X 0-- at Ret9 l- FNdtage Autamot- Group, he Vd. 776, Pg. 210 Corn—cld 2 2ming DIa41cl /5; Aaw *4 194. Pp. JJO 845 A— Wl. 194, Po. JJ2 Vd. 199, Pp. 118 298 A— WLL 2I4, Pg. 451 242 Aerea W1. 280 Pg. 1J4 /.LBB.JLAL Y PN/GDO OVERALL SITE PLAN 027E 1012A)z- /21/13 3rpm DFH HERITAGE AUTOMOTIVE GROUP LWAMWO NO. C1 PN/BEG SUMMIT ENGINEERING, INC En9heers • serve • Planners • Lendscepe Mchhecfs MUM PRICLECT NO.. DFlH Road C2 1uth Burlington, South Burlington, VT 05403 GREEN MOUNTAIN DRIVE 8102 :tLE 1'=50• Ba.. (802) 656-5566 SOUTH BURUNGTON, VT mNa rtN F Star6udc PaCeorgT �_ _ _ — 1 _ � ` ` N • P/z71 Amp-W.., LLC N IDX 5yetem. Corp. NIF ODX System. Carp. Lagen gq-dy/R.O.W. Lk,. LA,e ---------S.tbaak !]' ho„ Rod Faund 0 UtWty Pale ® Noand. ® Cotch Sb (aqu ) 0 Proposed Cptd, Boat (square) b NyeYvnt Pl po..d Ught P.I. • 0,te Vde 00 Cos W. Sign to Tehphon• Box curb.tap Eshtkg Lhddu.ua T ISI—b Proposed Deddrpur T /Shrub Exhtkp Pbe Tree/SMub sy, (e Y P-p—d E— r..n T /Shrub Y, Tredn./snrgb. b Nmdkap P.*k q • "ord Dump.tx/R.cydhq SDMH — RI —475.5 1 -468.4 N/F 1 Robrt 8-- LLC 1 • FA Q ® 1 1 I I II 1 H-,I a Croup I 1 OfRce�orehouse I 1 30 Green Alountotn Drtns N/F © I I IDX 5yetem Carporotbn I I 1 I ®I I I 1 I I I I I 1 1 1 1 I W I 1 > 1 I 1 I Z I I NOT Parenerr,p S H E L BURNS ROAD (U. S. R 0U TE 7) Exoct Lorntkxr L' &f..d ------------------------------ At —A, 0. Po/rmadaav, LLC DOS � NNkenr L C. aM, 7ivaree 1 � GRAPHIC SCALE I >o >a ( IN M7) I Inan - 50 7t TS' E xrt �To O.en Nountph Porn I Vd. M7, Pg. 303 1 yI I _I I _1 N NOT Pprn-rp 1 I I Rr MRPII Cr<fnurR �,+ n PA N . 2 5poo.. ,I /000 ST (io.e Floor Ana X 111,834 SF - 224 50— Cu.t— a' Emplo)e. Porkb¢ 225 Spots. Nandcvp Spoo— 7 50— per Flat 300 Cut— and Employee Requked. q PeoNded I Hm Accea.0le Regdred, 4 P-Wded b Nandkw Sp— A— — i j 0— of Rero-d- NeNtoogqs. AutomatIm Group, be. Vd. 778. Pg.254 M74 Ape. hdMdrd Pored. Vd. 194' 30 Pg. 3 a45 A— T ra.I� Vd. 194. Pg. V.I. /118 Pq. 118 '2. NOT fW CaMMOWN 98A Vot.214, Pg. 451 2.42 Acre. Vd. 280, Pg. 134 r.ag Ape. NPN/GOO PARKING PLAN oar 10/21/13 DFH 0R.41 140 NO. `W.4"" HERITAGE AUTOMOTIVE GROUP P1 NPN/BEG SUMMIT ENGINEERING, INC pYrQtzv Ergirre.ra • Sure- • Phrxrera • Landscape Ard ft— PROLCOr NO. DFH sate 1uth Shelburne Road C2 south Burlington, 05403 GREEN MOUNTAIN DRIVE p 81 02 1"-gp' ep• (soz) sss-Ssse 55 SOUTH BURUNGTON, VT c fi .14 ,/ „A IM I south: ngto PLANNING & ZONING June 26, 2013 Re: #SP-13-38 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincer y, ymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com South PLANNING & ZONING Permit Number SP-� (office use only) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and iax #): Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100, (802)863-1485(p) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 280, Pg. 134 3. APPLICANT (Name, mailing address, phone and fax #): Same as above 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Doug Hewitt, Summit Engineering, Inc. 1233 Shelburne Road C2, South Burlington, VT 05403 658-5588 4a. CONTACT EMAIL ADDRESS:: dhewitt@summitengvt.com 5. PROJECT STREET ADDRESS: 1580-1620 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01580; 1540-1600; 1540-1620; 0720-00030; 0720-00040 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Amend Site Plan to move a handicap parking space and revise existing landscaping in front of the Ford building to facilitate the facade modifications. Also included is the depiction of an electric charging station and a perennial planting bed. b. Existing Uses on Property (including description and size of each separate use): Automotive sales and service in 5 separate buildings on 5 separate parcels totaling 15.74 acres. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. Proposed uses unchanged from previous. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing buildings total 85,043 sf. The net gain in building area will be 27,360 sf for a new total of 112,403 sf. Unchanged from previous. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Unchanged from previous. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 - Balance of Restricted Roads Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 685,647 Sq. Ft. a. Building: Existing 16.4 % / 112,403 sq. ft. Proposed 16.4 % / 112,403 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 69.8 % / 478,794 sq. ft. Proposed 69.8 % / 478,794 sq. ft. c. Front yard (along each street) Existing 30.0 %/ 12,270 sq. ft. Proposed 30.0 % / 12,270 sq. ft. d. Total area to be disturbed during construction (sq. ft.) * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. .TURF OF APPLICANT SIGNATURE OF PROPERTY Do not write below this line David Bergeron PRINT NAME DATE OF SUBMISSION: / REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed his site plan application and find it to be: Complete J /n _ ❑ 4nlp Administrati Date The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 Heritage Automotive Group — Ford Building Landscaping Schedule / Costs 6/12/13 Deciduous Trees Key Qty. Size Latin Name Cost AC 2 8-10' Shadblow Serviceberry 369.99 Subtotal material Tax @ .06 Markup X 1.3 Labor 4 hrs. @ 25.00 Mulch .5 yards @ 45.00 Amendments Stakes 6 @ 3.00 Total Existing plant material removed 1 Malus, variety unkown 2 Juniperus chinesis, Sea Green Juniper, at 99.00 each 1 Spirea x bumalda, Anthony Waterer Spirea, at 40.00 4 Berberis thunbergii, Red Barberry, no value, invasive species 1 Euonumus alatus, Burning Bush, no value invasive species Total Value of Plants to be removed Ext. 739.98 739.98 44.39 961.97 100.00 22.50 25.00 18.00 $1,171.86 400.00 198.00 40.00 $638.00 Plant material costs for this estimate were derived from the Gardner's Supply Wholesale Catalog, Spring 2013. Schedule / Costs prepared by Doug Weber, Landscape Designer, Summit Engineering Inc. } SUMMIT ENGINEERING, ilil Engineers + Surveyors + Planners + Landscape Architects June 14, 2013 ( I Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Heritage Automotive Group Inc. Application for Amendment to Site Plan Dear Ray: Enclosed is the application package for the Amendment of the Heritage Automotive Site Plan. Included in this package are the following items: 1. Completed Application form signed by the Owner/Applicant 2. Check for $153 Fee to City of South Burlington. 3. Three full-sized sets of and one reduced copy of Sheets C 1 and C2 describing the modifications to be made. This includes relocation of a handicap parking space, the inclusion of the electrical charging pedestal and a perennial planting bed at the Toyota Sales Building; and the landscaping changes at the Ford Building. Digital copies of these plans have been provided on a disk. 4. A Landscaping Schedule/Costs for the modifications at the Ford Building outlining the increased value of the trade that is shown on the plan. Sincerely, 4Douewitt, P.E. Project Engineer F:\PEADATA\PROJECT\8102\rayletter 1. doc 1233 Shelburne Rd., C-2, South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 N IDX System Corp. N VX 5y.f— Corp. Legend Prop.rty/R.O.W. Line Lhs ---------ssthadr o' ism Rod Found 0 Utllty Pd. a Mahal. 83 Cotch Bash (spu ) ■ Proposed CWt 8aein (.qu ) Hydnt Proposed Light Pd. ® Cote udw ®c cos ua. SOO m T.I phan. Rax Cwbetop OExisting Dec/duous T /Shrub Proposed Deckknwe T /Shrub Existing Pins Trse/Shrub Proposed ErorW— T/V—b ��l TreMhs/Shrv6s b Hndkvp Parking • Ballard New Powmnt Arena Requked Pnkhg ® slow Stooge Dump.ts /P-yding � P/zzogdll Properties, LLC I Nlr DBS LIP n/r raa.rr e.rmn uc I I I I 'rive 14 OX Sys(arn Caparatkw i I 1 N/F I MDT Porbrneh/p 1 �--72' x 25' E nt /I To Liven M—tah Poser 1 Vd. 487, Pg. JD3 Nlr _I 1 I MDT Putrrerahb I I I S H E L B U R N E - To VWxon Nee Eng/nd V.I. 497, a 287 Exoet Laeotbn Und.n .d N/F 1 Antnb B. P edew, uc GRAPHIC SCALE M/Ikent C. Cash, T .tes 1 I 1 1 ( IN FErr I. inch - 50 M COVERAGE Totd Area 685.647 SF - 15.74 A.— Cc— Information Building.: 112.403 SF Existing -16.3% 50 SF Proposed -0.01; Pawenent: 366,391 SF Eideting -53.4% 50 SF Proposed .0.01% Combined enpeMous: 478,794 SF Exkting -69.8% 100 SF Proposed -O.KX Totd Impervious: 478:794 SF Exl 9 -69.8% 478894 SF Prapo.ed -89.9% Gr—.pane: 206:953 SF Existing -30.2% 206753 SF Proposed -30AX Corsewe in Setbnck. US Routs 7 (50 /set) - 41,00097 Peking nd Drl— 12270 SF Exwthg - J0.0X !keen Mountoh Dnro (30 Axt) - 48,579 SF Parking and Dr/we 11,060 SF Existing - 22.8% Pr000eed Bun e New Ford Facade - 25'-0' Commercial 2 Zoning Dletnct Owner o/ Recnd: HMtaag9ss Autarnofiw Group, Inc ud. 776, Pg. 284 15.74 A— Vd. 194, Pg. JJO 845 Anse ✓d. 194, Pg. 332 V.I. 199. Pg. 118 296 Ana. V.I. 214, Pg. 45l 242 Agee Vol. 280, Pg. rJ4 1.89 Aces t0,OF V e OUQLAS * NEITT N0, 7479 CIVIL E�cpls8�l3``". oNAL- V = �ti W� Oa =�$ Z uL WQ m`m'Ad fa �w E $ W +ej t m V = c U ly E V < ry a d Z:) O Lu (QD (go Y W U U uJ > a O z G O Z H O O z O w co� F LL 0 E Q 7 LY V) W W .Cale: AS HOLED project no. 8102 checked bK om drown by sec dat4K 3/21/13 Ae name: date I a 411 ACUM sheet tmc OVERALL SITE PLAN FORD BUILDING shoat no. C 1 PLANT SCHEDULE KX Qtx_ $17_ Latin Name Common Name AC 2 8-10" Amelanchier Shadblow Canadensis Serviceberry GRAPHIC SCALE 0 ( 1N FEET ) 1 inch - 20 tL ® I I I I II IJ661T&TTT1,11 W I I I I I I I— — — — — — T — — — — — — I I I I I I I I I o -- ---- I o E --- o+ I ++ a° / I / + ° a ,gyTpp/ I a /W Service Building oo----------------- — ----- _ o 0 °+ (/ La Heritage Ford +o + I 1600 Shelburne Road —G I oa I I I I Existing Eove NEW AESTHETIC W I Overhang NEW FACADE FOOTING AESTHETIC I BIKE RACK FACADE NEW AESTHETIC OVERHANG I FACADE FOOTINGS � I I I � I 3.3' p �,XSting p 2D.3 ® I Walk/Steps 1 AC � I V O I I SIDEWALK TO BE I 1AC I WALKOSED ® I REMOVED & REPAIRED AS NECESSARY FOR FACADE CONSTRUCTION I I I I ; I I W I I I I 1I II I p I I I O I — — — — — — ST — — — —� — 0 — — 7-0 o — Sidewalk — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — - --L--I----------------------w---- SHELBURNE ROAD (U. S. R 0 U T£ 7) Existing Y — — ST — St- - w Mbter — — S — Seen- - — UET — I.Y'd.7—nd ETxtrk & TN.phms TMeoamman/rntbn — —E— Underpraund Electrk Property Line or R.O.W. Line —w — IWbr Main w S—ke Oewtlon Contour DRch OH/E/T Overhead Ebcirl1relphon. Treellne Ca Dump.W Curtstap 0 (IFF) Nan Pipe F d O (/RF) ban Rod F d 0 Utility P.I. ® Cotah Be.$, 0 Light Pale T Hydrant ® Gate W. O and ShrWs OEx&ehg arb.d /wane. Proposed F ad. Proposed F.md Owhang Proposed Wax ALL ENISTING PIPES. UTILITY SERVICES, CONCRETE CURBS, PADS, TREES, & STRUCTURES "THIN UNITS OF DISTURBANCE TO BE REMOVED OR ABANDONED IN PUCE This ds% has been prepared to meet the at—d rd' and �sgulafbns o! the Gty of iwfh &Miptan and the EngNwwnnmental Proteetkn !tuba o/ Ne the Agency to of bar co t—t.4 or to Awrcft/arbw htend44 nl-. theysonr s /s const—W pursuant to plans of greater detail. Furth —one, this design hat been prpasd !or tins rag�latwy pemrlt process and may not ldcbntly detail ad tins Rem. n«w y far —&—tin. The —&-tor b to nauty dig -safe (W. I-8d8-JII-7133) 48 hears prior to any exoawfkn. Th. contractor shop be nnxed for the work to be perrameq and shod be Prepared to Armhh a certidcot. of bwwanae. /t & noted that no site aesexenent of h—rdoos or other saste matoids has been mad. and summit nnghearing, k- Takeo no rep—Wity for any materials w aandtbns fhat may exist on this site. NOTEL 1. UTILITY CONNECTIONS SHOVM REPRESENT THOSE TO CLOSEST IQIOVh1 EJISn G. 2. UTILITY CONNECTIONS TO BE COORDINATED "TII AND BE TO THE STANDARDS OF THE RESPECTIVE UTILITY PROVIDER, 3, ALL U11UTY CONNECTIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR FOR LOCATION, SIZE, MATERIAL AND CONDITION PRIOR TO CONNECTION. 'tE OF VEAy,_ OUGLAS F. * HEWTT NOU'V4Lg Delµ. Z< -a Z3 ig W O� z P tz$ W amp F �w c - u E g N _ o, U to V Q ry v (D Q z a o z J 0 r EO Q � 0 0 z tL ii Lr) AS Ism project no. em checked by DFH droNln b rBEG data 3/21/13 no nano: dcft s sheet Me: SITE PLAN FORD BUILDING sheet no. C2 A N®RIO" .i7xi; southrfiu to. PLANNING & ZONING April 1, 2013 Re: #SP-13-14 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including, that a zoning permit must be obtained within six) months. If you have any questions, please contact me. Since , amond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit Number SP- - /V (office use onl ) APPLICATION FOR SITE PLAN REVIEW X Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100 #(802) 863-1485 (p) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 776, P . 2g 84 3. APPLICANT (Name, mailing address, phone and fax #): Same as above 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Doug Hewitt, Summit Engineering, Inc., 1233 Shelburne Road, C-2, South Burlington, VT 05403 #(802) 658-5588 4a. CONTACT EMAIL ADDRESS: dhewittgsummitengvt.com 5. PROJECT STREET ADDRESS: 1580 — 1620 Shelburne Road, South Burlinaton, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01580; 1540-1600; 1540-1620; 0720-00030; 0720-00040 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Construction of improvements to the fagade of the "Heritage Ford" building at 1600 Shelburne Road, and a corresponding amendment to the sidewalk on the west side of the building_ b. Existing Uses on Property (including description and size of each separate use): Automotive Sales and Service in 5 separate buildings on 5 separate parcels totaling 15.74 acres. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. There will be no change in the use of the Ford Building_ d. Total building square footage on property (proposed buildings and existing buildings to remain): 112,453 sf (existing +proposed: see site plan for further details). e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The highest part of the new fagade will be 25 ft. f. Number of residential units (if applicable, new units and existing units to remain): 0 (N/A) g. Number of employees (existing and proposed, note office versus non -office employees): 202; No change. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 — Balance of Restricted Roads. 8. LOT COVERAGE Total Parcel Size: _685,647 Sq. Ft. a. Building: Existing 16.3 % / 112,403 sq. ft. Proposed 0.01 % / 50 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 69.8 % / 478,794 sq. ft. Proposed 0.02 % / 100 sq. ft. c. Front yard (along each street) Existing and Proposed (no change) Shelburne Road Green Mountain Drive 12,270 square feet 30.0 % 11,060 square feet 22.8 % d. Total area to be disturbed during construction (sq. ft.) 200 sf * * 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. Site Plan Application Form. Rev. 12-2011 9. COST ESTIMATES a. Building (including interior renovations): $345,000 b. Landscaping: $0 c. Other site improvements (please list with cost): $5,000 sidewalk modification 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 395 existing (No change) 11. PEAK HOURS OF OPERATION: 4-6 PM 12. PEAK DAYS OF OPERATION: Weekdays 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2013 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. C NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF AP ICANT ?c� p� SIGNATURE OF PROPER Y OWNER PRINT NAME Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 E Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Fomet plete ❑ In o ple �Mrffln-istrative O icer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 south PLANNING & ZONING September 24, 2012 Re: #SP-12-46 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sin rely aymo d J. Belair Administrative Officer _Encl. 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburi.com 50Ut1 PLANNING 8 ZONING Permit Number SP- 6 - (&� (office usl onl ) APPLICATION FOR SITE PLAN REVIEW Of Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100, (802)863-1485(p) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 280, Pg. 134 3. APPLICANT (Name, mailing address, phone and fax #) Same as above 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Doug Hewitt, Summit Engineering, Inc. 1233 Shelburne Road C2, South Burlington, VT 05403 (802) 658-5588 4a. CONTACT EMAIL ADDRESS:: 5. PROJECT STREET ADDRESS: dhewitt@summitengvt.com 1580-1620 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01580; 1540-1600; 1540-1620; 0720-00030; 0720-00040 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Amend Site Plan to add galvanized metal Stairs and relocate dumpster pad behind new service building. b. Existing Uses on Property (including description and size of each separate use): Automotive sales and service in 5 separate buildings on 5 separate parcels totaling 15.74 acres. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. Proposed uses unchanged from previous. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing buildings total 85,043 sf. The net gain in building area will be 27,360 sf for a new total of 112,403 sf. Unchanged from previous. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Unchanged from previous. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number ofemployees (existing and proposed, note office versus non -office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 - Balance of Restricted Roads Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 685,647 Sq. Ft. a. Building: Existing 16.4 % / 112,403 sq. ft. Proposed 16.4 % / 112,403 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 69.8 % / 478,794 sq. ft. Proposed 69.8 % / 478,794 sq. ft. c. Front yard (along each street) Existing 30.0 % / 12,270 sq. ft. Proposed 30.0 % / 12,270 sq. ft. d. Total area to be disturbed during construction (sq. ft.) * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): _ 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (l V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. ' Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. �s a jo��� n SIGNATURE OF APPLIC"� SIGNATURE OF P"ERTY OWNER Do not write below this line David Bergeron PRINT NAME �f DATE OF SUBMISSION: / /r ;7 REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: lJ Complete ❑ omp lete Administrative Officer bate The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 4 Site Plan Application Form. Rev. 12-2011 N/F Starbuck, Pamela d!C. iN.f _' - - — 1 - AF "Pl-ps _ PazagaNi tim LLC 1 N/F I NIT I N/F 1 Robert Berm- LLC 11 1`1zzo9081 Prnperthim UC II GMS Redty, LLP �1—�\` t✓ GREEN MOUNTAIN DRIVE i1 0I I N/F I 1 t I PHASE - j'\ PROPOSED NEW INVENTOR mpSPA Parking lox S tans Carp. I ...-_._PROPO._... ...-... PROPOSED INVENTORY PARKING ..� O pol`�g �pldl •/] 16 SPACES I 2 HANDICAP SPACES Naritaye Group I 1 TO RE FATED warehouse I 1 I _ O INE • roan, P 30 Creen Mountain OriEe N/F ©, I /OX Sl.tem Cmpmotkn I m ggg I PROPOSED NEW WKNTCRY' \ SPACES r I 1 O y I 43 Heritage co ision I Customer Pmkhg Gen ter E/nPbyee Porkhy I 1 PROPOSED YARD PROPOSED CUSTOMER 40 Green Mountain Drive S70RAGE AREA 20 SPACES 1 I o OO DIESEL GAS L - 1 Empioy.e Pakhg ` j GROUND $000 "`.....✓ GALLON GAS TANK PROPOSED GRASS /'-��1 I 8� TREATMENT CHANNEL I ( • N \ O O OpO p ° O op �OSEDT( BI i"rJll I I °O°°//" N/F i in-tory Parking PROPOSED ISLANDS 1 Z I kIOT PartneMp N/F7 TO BE INSTALLED m-t xy Parking 1—tory Pakerg 1 I IDX STeteme Corp. I b Q I r x zs' Easement ilk 111 I City of So. Buflington O Mon Rod Fond I h/ I I 0 UM/ty Pd. I Customer Pmkkrg TELEPHONE PEDISTAI CURBING AND- \ 1 O w-AaAr I ' GREENSfpl TO BE REMOVED COVERAGE EB Cotm Bash (.guars) I i ' �-, INSIDE CAR WASH fiti3.647 SF - 15.74 Ames 0 PrtppsW CatM Bo.M (squaro) I I .ay - 4' I PROPOSED Coarcge Information Nydr-t I I PROPOSED NEW I o�� Building.: 85.043 SF Exl.Ung -124x Proposed Light Pcie I SERMCE BUILDING : (, PHA I I z' I PROP 27,380 SF P rop—I -4.0% • Coin Vd ro I I o, NEW CURB I 1 Pavement 358,702 SF E.I.tinq -5235 Gas vd.0' I I I 7,689 SF Proposed -1.12% m signTdeph-e Box I I H S E I I I • 1 I CanDMW ImprNox 45,0149 SF ExI.Prop q -5.lx I 443.74 SF Proposed -64.7 Curbstop I I tD, ■CB 2 -_- Heritage Toyota (3 1 I NIF. Totd ImparMoux 478,794 SF P43,745 SF xrop.-d -69.8X I Yard S.t6aa* - a 1620 Shelburne Rood w07 Pmtnerahp O Existing Oedduos Tres/Srirub I Gesn.p...: 241,902 SF F l.Rnq -35.35 I 0 Heritage Ford 206.853 SF Proposed -30.2x O Prgoomd Dedduous Rro./$hmb I o I 1600 Shelburne RoadFdtMg US Rote 7 (50 feet) - 41,000 Sr ' PIW-, Pine Tice rl" hb I O - ' d I I Poki g -d Dri- I8,970 SF ExHtMg - 4I.4x Proposed Erorgreen 7Yee/ShmD I PROPOSED NEW IJ0 f gYard I Totd 12270 SF Pr- 30. ox RedMs/Sh-b. I • :, • • AESTHETIC FACADE I SemaaA IS H-dAp Parking I I SIB PR� I 1 I I Oro- if-f.M ONw (30 fret) - 46,,579 5F • BMOM I iBl PROPOSED DISPLAY PARIWG AREA ON PAD O Parking and Orf- I0.34o SF Existing - 2/.J% r"5 I I 720 5F Pnnmerl - /.ss N.r Pavement A— t/ I -� Totd 11,060 w 228x b D.11-y I R.WkY d Porkkq '- I GO + ' PROPOSED DISPLAY PARONG AREA 1 [N TREE .ploy Poking I 1 To la 1 I AIED — 1 ® Snor Storage ' i /1 1 I _ - - - - - - - - S - - PROP057]7- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 D-pste Amyding I I • PROPOSED Display Poking Ford 51 _ _ ' SOEWAII( ' + + Qj°�'�`�� TREE 7D BE r-O� Bui1.A- BuBdln 28' 6- O-or of Recant I I 1 + Used t - ) 4 RELOCATEp + Ner Toyota Sdee Facade - 25'-3" V& A g- 284 Gasp, Mc RSDMHkn- I I Car Siq �.✓ 84 RM-4]3.5 I 1 - 15.74 Acre h Vd. 7 Pg 2 Inv.-468A �.—...—...—. I PROPOSED GRASS T/IENT CIIANNEL �- �---12217'- Commercial 2 Zoning District ------ A------�- -- -�--- - - - - Merxid.d Parcde Vol. 194. Pg. JJO SHEL BURNE ROAD (U. S. R 0U TE 7) 10' Wde Easement To Variz- Ner Engl-d VW 497, Pg. 287 Exact Locotbn Undefined ------------ NA Nlr C Antonio B.P eHeo, LLC DOS Lip MRic-t Lash, T ater f GRAPHIC SCALE / I � ( IN IEEE) . L inch - 50 tt PEWT PLANS NOT Fm CpVS7RxwN &4J A— Vd. /94, Pg JJ2 Vd. 199, Pq. fie 2.98 A— Vd. 214, Pg 451 242 Ames Vol 280. PA 134 1.89 Ames HMt.p. Sd d" 1R-t J/31/1 D.M-. T-.. KaQt]LSIMIL LallbMam. AS 39 z5-r A- -..h- Sugv YEN -a- Ma-tw' AC s 9-10' A-dmd+Mr omadnw S .M- Sa ft� CC 13 2-2.r Capk- o..b W. A- I.- R.nb- UA 5 9-,B' Slnb. UIr- em.mm. Ibaty A-akoo 0. Ka 921. Slu LAULfi9ou rmmmoo.Loou FF 12 3 9d. Fn-ynu. forb.W Xw-dd ad COW E-y.- dC 23 59.1. .. 'wo .h.uw 'S- Geen' .An4.r S9 11 3 9d. Spb.o x bandd. 'Anth y pots./ SyM Grand Cww. . Ka ocy, sua (att.tlm. sd.>mm.N—, ♦ ♦ W 200 9a. RoutVtxc Mnor MrhM1+M. 1 II 1 I PROPOSED 35'x10 OUMSTER PAD I AND ENCLOSURE of 1 o I 0 :. . 0 1 � oe (D, 0] o (DPROPOSED TRANSFORMER AND i ELECTRICAL VAULT /f lvfw9'LW ...IE 'qwicy Nstll"nDO LANDSCAPE dC EROSION CONTROL PLAN WEST DA7F 6/21/11 EROSION CONTROL FEATURES FH/ 9R,4WNO NO. BON STONE CHECK DAM GRAPHIC SCALE P&WT PLANS GLyA OUF. S "W SEDIMENT TRAP AT CATCH BASIN x n .o +m NOT MR QLINS7RLICnON * , 74779 * HERITAGE AUTOMOTIVE GROUP L1 NPN/BEG R„ SUMMIT ENC3INEERINC3, INC O O SILT FENCING,•' c�cp5td �aNAL � Engle- • s "yo. • Pi.—, Lenoacao, Aron— owzxw DFH RRGi Ec7 NO.. ( IN MT ) UMITS OF DISTURBANCEIN Inch - 30 tL 1233 Shelbume Road C2 South Burlington, VT 054.03 GREEN MOUNTAIN DRIVE 8102 ---41E 1'=30' Bun. (802) e59-5W F.. (902) 659-3629 SOUTH BURLINGTON, VT © Thy eritaqe C-41 Automotive Group, Inc. Web: www.heritagevt.com August 27, 2012 Mr. Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, As you may know Heritage Toyota is moving its parts and service business from our 1620 Shelburne Road location to our new location at 1580 Shelburne Road. I am filing for a location change with the DMV for our Official Inspection Station status. As part of the application they require a "Vermont zoning Compliance Certification" whereby Inspection station owners and/or dealers must certify that they are in compliance with all local regulations as they are related to their place of business. I need your signature on the enclosed form. I have also included copies of the paperwork that gets filed with the state. These are just copies and I do not need these back but wanted to provide them just in case you need to see the application. Thank you very much for your assistance and please contact me directly if you have any questions. My direct line is 865-8190. I have included an envelope for you to return the form to me. Sincerely, David M. Bergeron Vice President, Finance Enclosures FORD TOYOTA 865-8100 865-8200 SCION COLLISION CENTER AUTOSHINE 865-8222 865-8170 865-8185 1580-1620 Shelburne Rd., So. Burlington, VT 05403 • Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 E-Mail us on the Internet at: customers@heritagevt.com A to I Vim~ southburlington PLANNING & ZONING Permit Number SP- I - (office use only) APPLICATION FOR SITE PLAN REVIEW eAdministrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name( as shown on deed, mailing address phone and fax ft Heritage AAutomotive Group, Inc., F .O. Box 1100, Burlington, VT 0M02-1100 #(802) 863-1485 (p) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 280, Pg. 134 3. APPLICANT (Name, mailing address, phone and fax ft Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100 #(802) 863-1485 (p) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Joel Page, Scott + Partners, Inc. 20 Main Street, Essex Junction, VT 05452, 802.879.5153, f: 802.872.2764 4a. CONTACT EMAIL ADDRESS:: Joel@scottpartners.com 5. PROJECT STREET ADDRESS: 1580 - 1620 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01580; 1540-1600; 1540-1620; 0720-00030; 0720-00040 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Building height changes for the phase 3 sales building. All proposed changes are below the recommended maximum. See item E below. b. Existing Uses on Property (including description and size of each separate use): Automotive Sales and Service in 5 separate buildings on 5 separate parcels totaling 15.74 acres. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. Construct private on -site, above ground fueling station replace an existing 8,715 sf automotive building with a new 35,032 sf automotive service building, construct a new 600 sf facade feature on the existing sales building d. Total building square footage on property (proposed buildings and existing buildings to remain): Existin htiil inns total 85,043 sf_ The net gain in hail ina area will hP 27,360 sf for a new total of 112.403 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The new service buildina will be 28'-6" ft and the new facade on the sales buildina will be 29'-6" ft in height. (Previous submittal had the sales building height at f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 25 Office + 148 non -office = 173 Existing; 25 Office + 152 non -office + 25 5-year growth = 202 Proposed h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 - Balance of Restricted Roads Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE a. Building: Total Parcel Size: 15.74 acres Existing _12.4— % / 85,043 sq. ft. Proposed _ 16.4_% / 112,403 sq. ft. b. Overall impervious coverage (building, parking outside storage, etc) Existing 64.7 % / _443,745sq. ft. Proposed 69.8 % / 478,794 sq. ft. Existing Shelburne Road 16,970 square feet 41.4 % c. Front yard (along each street) Green Mountain Drivel0,340 square feet 21.30 % Proposed Shelburne Road 12,270 square feet 30.0 % Green Mountain Drivel1,060 square feet 22.8 % d. Total area to be disturbed during construction (sq. ft.)163,000 SQ. FT. (3.7 acres) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): $ 5,500,000 $ 62,500 395 11. PEAK HOURS OF OPERATION: 4-6 PM 12. PEAK DAYS OF OPERATION: Weekdays 13. ESTIMATED PROJECT COMPLETION DATE: Summer 2013 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)l regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requeste,' as part pplication has been submitted and is accurate to the best of my knowledge. ATURE CW APPLICANT '`_� A 0 1 o ,13-'r nn eJ � y SIGNATURE OF PROPERTY Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: LV1 Complete ❑ InAmp Administrative Officer 5 �Ullf The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 FLA May 24, 2012 Re: #SP-12-22 Dear Applicant: ZONING Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoninq permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, `f R Ayvmond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 1 I South Burlington Planning Zoning New Non -Residential Construction Impact Fees q. r: ► ' Project Completed by April 1, 2011 JFM Project Name & Address 158o Shelburne Road Property Owner Heritage Automotive Group, Inc. Effective Date TOTAL IMPACT FEE $69,698.78 Value of New Construction: Tvne of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing Wall Structure Wood Frame SF Structure SF Pre -Fab Steel Structure SF Industrial/Manufacturing S66 S69 S65 S64 Engineering & Research S88 S96 S93 S88 General Office S123 S113 silo S104 Medical Office S133 S71 S69 S67 General Retail S84 S54 S51 S41 Auto Service Facility 4 35,032 S81 S78 Elder Care Facility 102 S74 S72 S72 J Motel S74 �72 M ___ Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: ROAD IMPACT FEE: $1, U 1 $2,942,688 $7,356,725.0 $560,70 $414.92 $2,952,688.00 $29.53 $4,436.10 $3,991.66 10/19/2011 City of South Burlington Grand Lis, Page 1 of 1 02:58 pm Parcel Report ray For Parcel: 1540-01580. THE HERITAGE AUTOMOTIVE GROUP INC Name THE HERITAGE AUTOMOTIVE GROUP INC 1580 SHELBURNE RD S BURLINGTON VT 05403 Location 911 1580 SHELBURNE RD Tax Map 58-003-000 Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 0.00 Real Land Building Equipment Inventory Values: 560,700 10,000 550,700 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 560,700 Housesite Special Exmp Grand List 0.00 0.00 5,607.00 Misc: Status: T Bill #: 10605775 Updated: 06/14/2011 Last sale was: Invalid on 03/01/2007 for $3525000 recorded on 776/284 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150417000 (8) : N (9): 07/06/00 SPAN: 600-188-10153 a� (iiwf r n I 7p�G1ui� � E 00015910 \ V: 1028 P G, = 224 CITY CLERK'S OFFICE Rere i ved See 2?, 2011 08:30A Rea_+ordej in VOL: 10232 PG: 211-4 OF So. Burlinston Land Records NOTICE OF CONDITIONS OF Attest: SUBDIVISION APPROVAL Gonna Kinville City Clerk WHEREAS, Heritage Automotive Group, Inc., a Vermont corporation with its principal place of business in South Burlington, County of Chittenden, State of Vermont, (hereinafter "Owner"), is the owner of certain property known as "Heritage Automotive" consisting of 5 lots, located on 15.74 acres of land, more or less, located on U.S. Route 7 and Green Mountain Drive in the City of South Burlington and; WHEREAS, Owners obtained approval from the City of South Burlington Development Review Board by a Decision on Final Plat Application #SD-11-24, dated August 19, 2011, for a subdivision consisting of a lot that includes area labeled as Lots: Main Lot A, Main Lot B, Parcel 5, Parcel 12 and Parcel 13, as shown on a plan entitled, "Boundary Survey," dated 12/5/01, prepared by Summit Engineering, Inc. (the "Plat" herein) and to be recorded at Map Slide 6-5-0 of the City of South Burlington Land Records ("Property" herein); and WHEREAS, the Development Review Board's approval imposes certain conditions on the subject property; NOW THEREFORE, Owner hereby gives notice.lhat the Property is subject to the following conditions and restrictions which shall run with and be binding upon the land unless or until modified or removed by the City of South Burlington Development Review Board or its successor: The Property shall be developed in accordance with the terms and conditions of the approval of the South Burlington Development Review Board on Final Plat Application #SD- 11-24, dated August 19, 2011. 00015910 V : 1028 PG = 225 2. All lots included in the Property as depicted on the Plat shall constitute a single parcel of land for purposes of compliance with the City of South Burlington regulations and ordinances now in effect or hereafter amended or adopted, including zoning and subdivision regulations. Owners covenant and agree that for purposes of compliance with and application of the City of South Burlington ordinances and regulations, including zoning and subdivision regulations, the Property shall continue to be regarded as a single parcel of land. This Notice of Conditions shall be recorded in the City of South Burlington Land Records, and shall be referred to in any deed conveying the Property, or any of the Property's constituent lots, or an interest in the Property, or in any of the constituent Lots. 3. This Notice of Conditions shall be binding upon the Owner and the Owners' successors and assigns. Dated at South Burlington, Vermont, this 26th day of September, 2011. HERITAGE AUTOMOTIVE GROUP, INC. By: -�k - Duly Authorized Agent STATE OF VERMONT ) COUNTY ) ) ss. At , on this day of , 2011, dul authorized agent for Heritage A tomotive Group, Inc., personally appeared, and /she acknowledged this instrument by him/her sealed and subscribed, to be his/her free act and deed and the free act and deed of Heritage Automotive Group, Inc. Before m , Notary Public My Commission Expires ©aQ Heritage Auto Not of Conds dwr rev'd 09261 Ldoc .] & 2 > NOTARY � PUBLIC EN® OF DOCUMENT 9'FoFvti��° #SD-11-24 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING HERITAGE AUTOMOTIVE - 1580-1620 SHELBURNE ROAD FINAL PLAT APPLICATION #SD-11-24 FINDINGS OF FACT AND DECISION Final plat application of Heritage Automotive Group, Inc to amend a planned unit development consisting of a multi -building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the construction of a private on -site above ground fueling station, 2) replacing an existing 8,715 sq. ft. automotive building with a 35,032 sq. ft. automotive service building, and 3) the construction of a 600 sq. ft. facade feature to an existing sales building, 1580-1620 Shelburne Road. The Development Review Board held a public hearing on August 3, 2011. Doug Hewitt represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. Final plat application of Heritage Automotive Group, Inc to amend a planned unit development consisting of a multi -building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the construction of a private on - site above ground fueling station, 2) replacing an existing 8,715 sq. ft. automotive building with a 35,032 sq. ft. automotive service building, and 3) the construction of a 600 sq. ft. facade feature to an existing sales building, 1580-1620 Shelburne Road. 2. The owner of record of the subject property is Heritage Automotive Group Inc. 3. The application was received on June 23, 2011. 4. The subject property is located in the Commercial 2 Zoning District. 5. The plans submitted consist of a 25 page set of plans, page two (2) entitled "Existing Conditions Plan Heritage Automotive Green Mountain Drive South Burlington, V7, prepared by Summit Engineering Inc, dated 6/21/11. CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\SD_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #SD-11-24 Zoning District & Dimensional Requirements Table 1. Dimensional Requirements C2 Zoning District Re uired Proposed Min. Lot Size 40,000 SF 15.74 acres Max. Buildin Covera e 40% 16.47% �1 Max. Overall Coverage 70% 69.3% Min. Front Setback 50 ft. >50 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. Front yard coverage Shelburne Rd 30% 30% Front yard coverage Green Mountain Drive 30% 22.8% zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 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 proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the five (5) buildings in the larger PUD is proposed via seven (7) existing curb cuts on both Shelburne Road and Green Mountain Drive. There is good circulation around the existing and proposed buildings. The Board discussed consolidation of curb cuts at the preliminary plat hearing 2 CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\SD_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #S D-11-24 and did not ask that any be removed. The site is very large with access on three roads. The curb cuts help to ensure that vehicles trying to access one part of the site do not create pedestrian safety issues on others. While the Board generally supports consolidation of curb cuts, this site would not benefit from such. Parking Based on 111,934 SF of automotive sales use, 224 parking spaces are required. It appears, based on staff counts, that 225 spaces for customers and employees are provided, including 13 handicapped spaces Traffic This property is located in Traffic Overlay Zone 3 which allows the property to generate no more than 771 vehicle trip ends during the PM Peak Hour. The existing use is estimated to generate 230.05 vehicle trip ends. The expansion of 26,317 square feet of automotive sales use (LUC 841) will result in an additional 68.16 pm peak vehicle trip ends, for a total of 298.21 pm peak vehicle trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The Board feels that the proposed project is in keeping with the planned development patterns of the C2 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. This is among the densest and most urban areas in the City. Large areas of open space would be uncommon and unfitting. Still, the project is in compliance with overall coverage limitations. 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. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject PUD has direct road access on three sides. It has only one neighbor to the north. There would be only limited value in a connection to this property. CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\SD_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #SD-11-24 Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The plans show improved pedestrian connections from the buildings and/or lots to the sidewalk along Shelburne Road. They now show a pedestrian connection from the newest building to the sidewalk on Shelburne Road. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The Board feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: Relationship of Proposed Structures to the Site (1) 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. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing bui/ding(s); or, (v) The principal use of the lot is for public recreation. 4 CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\S D_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #SD-11-24 (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The Board finds that the parking is in compliance with the land development regulations. The Board previously discussed allowing vehicle display areas to the front of the building. The Board stated at the preliminary plat review that vehicle storage to the front of the buildings would be permitted. The only customer parking to the front of the building is for 2 handicapped spaces which are permitted. c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. There is very little parking between buildings. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\S D_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #S D-11-24 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. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The Board has already addressed this issue. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show proposed dumpsters or other waste facilities, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans show adequate snow storage areas for the subject property. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on a construction cost of $5,500,000, the minimum landscaping budget shall be $62,500 which is being met. Con CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\SD_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #SD-11-24 The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point plan as well as lighting cut sheets which are acceptable. Other The plans depict a new bicycle rack. For planning and zoning purposes all lots in the subdivision shall be treated as one (1) lot. The applicant shall record a Notice of Conditions that states that for planning and zoning purposes all lots in the subdivision shall be treated as one (1) lot. Stormwater Management Overlay District (SMO) The subject property lies within the Stormwater Management Overlay District and is therefore subject to Section 12.03 of the South Burlington Land Development Regulations. City Stormwater Superintendent has reviewed the plans and provided the most recent set of comments in an email dated May 9, 2011. The Stormwater Superintendent has reviewed all stormwater plans and Low Impact Development (LID) applications. He has stated that the applicant should regularly maintain all stormwater treatment and conveyance structures on -site (e.g. the grass channels and stone forebay, and that prior to a certificate of occupancy, the applicant shall submit record drawings to the Director of Public Works showing pipe invert elevation, drainage structure rim elevation, pipe material, and final grading. DECISION The South Burlington Development Review Board approves Final Plat Application #SD-11-24 of Heritage Automotive, subject to the following conditions: CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\SD_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #SD-11-24 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 4. For purposes of planning and zoning, all lots in this subdivision shall be considered one (1) lot. The applicant will be required to record a "Notice of Conditions" to this effect which has been approved by the City Attorney prior to recording the final plat plan. 5. The applicant shall regularly maintain all stormwater treatment and conveyance structures on -site (e.g. the grass channels and stone forebay). 6. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the expansion will generate 68.16 additional vehicle trip ends during the P.M. peak hour. 7. Prior to a certificate of occupancy, the applica11Lnt shall Suii'+ record drawings to "the Director 11 of Public Works showing pipe invert elevation, drainage structure rim elevation, pipe material, and final grading. 8. The plat shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording the final plat plans.. a. The boundary survey plat shall be revised to include the seal and signature of the land surveyor. 9. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy or use of any of the three phases. 10. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 11. The final plat plan (survey plat and sheet S1) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. 12. The applicant shall obtain a zoning permit for the first building within six (6) months of the date of this approval. The Development Review Board grants a period of five (5) years for approval of phase 2 and 3 of the proposed development. At such time as the five years is reached and the applicant has not sought a zoning permit for either phase 2 or 3, they shall be eligible, per Section 17.04 of the South Burlington Land Development Regulations, for CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\SD_11_24_1580ShelburneRd_HeritageAuto_ffd.doc #SD-11-24 one (1) extension to an approval if the application takes place before the approval has expired and if the Development Review Board determines that conditions are essentially unchanged from the time of the original approval. In granting such an extension, the Development Review Board may specify a period of time up to one (1) year for the extension. 13. Prior to permit issuance, the applicant shall post a $62,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. Tim Barritt— yea/nay/abstain/not present Mark Behr — yea/nay/abstain/not present Matthew Birmingham — yea/nay/abstain/not present Roger Farley — yea/nay/abstain/not present Joe Randazzo— yea/nay/abstain/not present Michael Sirotkin — yea/nay/abstain/not present Bill Stuono — yea/nay/abstain/not present Motion carried by a vote of 7 = 0 0 Signed this 19th day of August, 2011, by Digitally,igned by Mark C. Behr Mark C. BehrDN cn=Mark C Behr, Richard henry Behr Architect P.C., ou,emaitil=mark@rhbpccom, c=US Date: 2011.08.19 12:10:22-04'00' Mark Behr, Chairman Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b)(4)(A), Please contact the Environmental Division at 802-828-1660 or http://vermont'udiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. I CADocuments and Settings\Mark C. Behr\My Documents\South Burlington DRB\8.3.11 Meeting Decisions\SD_11_24_1580ShelburneRd_HeritageAuto_ffd.doc August 22, 2011 Doug Hewitt Summit Engineering, Inc. 50 Joy Drive So. Burlington, VT 05403 Re: Final Plat Approval #SD-11-24, 1,580-1620 Shelburne Road Dear Mr. Hewitt: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on August 3, 2011 (effective 8/19/11). Please note the conditions of approval, including that the f nal plat plan must be recorded in the land records (In mylar format) wlthln 180 days (must be submitted to me in_time for recording along with a $15 recording fee by February 15 2012) or this approval is null and void. If you have any questions, please contact me. Sincer Raymond Aair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 2883 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ri south PLANNING & ZONING Permit Number SD- ( I � V - (office use only APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100 #(802) 863-1485 (p) 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 280, P . 134 3. APPLICANT (Name, mailing address, phone and fax#) Same as above 4. CONTACT PERSON (Name, mailing address, phone and fax #) Doug Hewitt, Summit Engineering, Inc., 50 Joy Drive, South Burlington, VT 05403 #(802) 658-5588 a. Contact email address: dhewittksummitengvt.com 5. PROJECT STREET ADDRESS: : 1580 —1620 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01580; 1540-1600; 1540-1620: 0720-00030;0720-00040 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburf.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): To construct in potentially phases: I) private on -site, above ground fueling station, paved parking and drives. Replace site lighting and add new site landscaping; 11) replace an existing 8,715 sf automotive building with a new 35,032 sf automotive service building; and III) construct a new 600 sf facade feature on the existing sales building. All phases to include associated improvements to site parkinjz, circulation, storajZe and display areas. b. Existing Uses on Property (including description and size of each separate use): Automotive Sales and Service in 5 separate buildings on 5 separate parcels totaling 15.74 acres. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. Construct private on -site, above ground fueling station, replace an existing 8,715 sf automotive building with a new 35,032 sf automotive service building, construct a new 600 sf facade feature on the existing sales building. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing buildings total 85,043 sf. The net gain in building area will be 27,360 sf for a new total of 112,403 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The new service building will be 28'-6" ft and the new fagade on the sales building will be 25'-3" ft in height. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 25 Office + 148 non -office = 173 Existing; 25 Office + 152 non -office + 25 5-year growth = 202 Proposed h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 — Balance of Restricted Roads. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: There are no changes to the lots, property lines, or ingress/egress locations or dimensions. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 15.74 acres (acres /sq. ft.) b. Building Coverage: Subdivision Application Form. Rev. 12-2010 Existing 85,043 square feet Proposed 112,403 square feet 12.4 % 16.4% c. Overall Coverage (building, parking, outside storage, etc): Existing 443,745 square feet 64.7 % Proposed 478,794 square feet 69.8 % d. Front Yard Coverage(s) (commercial projects only): Existing Shelburne Road Green Mountain Drive Proposed Shelburne Road Green Mountain Drive 9. WETLAND INFORMATION 16,970 square feet 41.4 % 10,340 square feet 21.30 % 12,270 square feet 30.0 % 11,060 square feet 22.8 % a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 163,000 SQ. FT. (3.7 acres) * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2010 } 11. COST ESTIMATES a. Building (including interior renovations): $ _5,500,000 b. Landscaping: $ 62,500 (see attached landscaping costs for explanation of budget) (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) See Attached (Engleberth Construction, Inc.) 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: 4-6 PM 14. PEAK DAYS OF OPERATION: Weekday 15. ESTIMATED PROJECT COMPLETION DATE: Summer 2013 16. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 17. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format, on compact disk) of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. Subdivision Application Form. Rev. 12-2010 1 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. J SIGNATURE OF APP CANT SIGNATURE OF A MPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Lld'Complete Ll Incomplete PR AME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2010 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: July 29, 2011 \drb\staffcomments\2011\SD_11_18_1580Shelburn eRoad_ Application received: June 23, 2011 HeritageAutomotive 1580-1620 SHELBURNE ROAD FINAL PLAT APPLICATION #SD-11-24 Agenda #2 Meetinq Date: August 3. 2011 Owner/Applicant Heritage Automotive Group Inc PO Box 1100 Burlington, VT 05402-1100 Architect/Contact Property Information Dough Hewitt 15.74 acres Summit Engineering Commercial 2 Zoning District 50 Joy Drive South Burlington, VT 05403 Location Ma CITY OF SOUTH BURLING?TON 2 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 24 1580ShelburneRd HeritageAutomotive Heritage Automotive Group, Inc, hereafter referred to as the applicant, is requesting final plat approval to amend a planned unit development consisting of a multi -building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the construction of a private on -site above ground fueling station, 2) replacing an existing 8,715 sq. ft. automotive building with a 35,032 sq. ft. automotive service building, and 3) the construction of a 600 sq. ft. fagade feature to an existing sales building, 1580-1620 Shelburne Road. The application received preliminary plat approval on May 18, 2011 (meeting minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on June 23, 2011 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements C2 Zoning District I Required Proposed �l Min. Lot Size 40,000 SF 15.74 acres Max. Building Coverage 40% 16.47% Max. Overall Coverage 70% 69.3% �l Min. Front Setback 50 ft. >50 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. Front yard coverage Shelburne Rd 30% 30% �l Front yard coverage Green Mountain Drive 30% 22.8% �l zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 1. The City of South Burlington Water Department shall review the plans for the subject project, prior to final plat approval. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 24 1580ShelburneRd HeritageAutomotive According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 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. 2. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the five (5) buildings in the larger PUD is proposed via seven (7) existing curb cuts on both Shelburne Road and Green Mountain Drive. There is good circulation around the existing and proposed buildings. The Board discussed consolidation of curb cuts at the preliminary plat hearing and did not ask that any be removed. The site is very large with access on three roads. The curb cuts help to ensure that vehicles trying to access one part of the site do not create pedestrian safety issues on others. While staff generally supports consolidation of curb cuts, this site would not benefit from such. Parking Based on 111,934 SF of automotive sales use, 224 parking spaces are required. It appears based on staff counts that 225 spaces for customers and employees are provided, including 13 handicapped spaces Traffic This property is located in Traffic Overlay Zone 3 which allows the property to generate no more than 771 vehicle trip ends during the PM Peak Hour. The existing use is estimated to generate 230.05 vehicle trip ends. The expansion of 26,317 square feet of automotive sales use (LUC 841) will result in an additional 68.16 pm peak vehicle trip ends, for a total of 298.21 pm peak vehicle trip ends. . The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the C2 Zoning District. CITY OF SOUTH BURLINci?TON 4 } DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 24 1580ShelburneRd HeritageAutomotive 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. This is among the densest and most urban areas in the City. Large areas of open space would be uncommon and unfitting. Still, the project is in compliance with overall coverage limitations. 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. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject PUD has direct road access on three sides. It has only one neighbor to the north. There would be only limited value in a connection to this property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The plans show improved pedestrian connections from the buildings and/or lots to the sidewalk along Shelburne Road. They now show a pedestrian connection from the newest building to the sidewalk on Shelburne Road. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. 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. - Relationship of Proposed Structures to the Site (1) 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. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the CITY OF SOUTH BURLINGTON 5 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 24 1580ShelburneRd HeritageAutomotive following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. Staff finds that the parking is mostly in compliance with the land development regulations. The Board previously discussed allowing vehicle display areas to the front of the building. The Board stated at the preliminary plat review that vehicle storage to the front of the buildings would be permitted. The only customer parking to the front of the building is for 2 handicapped spaces which are permitted. c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. There is very little parking between buildings. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. CITY OF SOUTH BURLING)TON 6 } DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 24 1580ShelburneRd HeritageAutomotive The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 8. Service doors should be discouraged from fronting to the road. 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. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed this issue. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show proposed dumpsters or other waste facilities, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. CITY OF SOUTH BURLING)TON 7 l DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 24 1580ShelburneRd HeritageAutomotive Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans show adequate snow storage areas for the subject property. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on a construction cost of $5,500,000, the minimum landscaping budget shall be $62,500 which is being met. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 3. The applicant should submit additional information with the final plat application regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point plan as well as lighting cut sheets which are acceptable. Other 4. The final plat plans shall show and label all ground mounted HVAC units, utility cabinets, and generators. The plans depict a new bicycle rack. For planning and zoning purposes all lots in the subdivision shall be treated as one (1) lot. 5. The applicant shall record a Notice of Conditions that states that for planning and zoning purposes all lots in the subdivision shall be treated as one (1) lot. Stormwater Management Overlay District (SMO) The subject property lies within the Stormwater Management Overlay District and is therefore subject to Section 12.03 of the South Burlington Land Development Regulations. City CITY OF SOUTH BURLIIV ?TON 8 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 24 1580ShelburneRd HeritageAutomotive Stormwater Superintendent has reviewed the plans and provided the most recent set of comments in an email dated May 9, 2011 (attached). The applicant is working with the Stormwater Superintendent and shall continue to do so. The Stormwater Superintendent shall review and approve all stormwater plans and Low Impact Development (LID) applications prior to final plat approval. The applicant is working the Stormwater Superintendent. More detailed comments will be available at the hearing. 6. The Stormwater Superintendent shall review and approve all stormwater plans and Low Impact Development (LID) applications prior to final plat approval. Respectfully submitted, V-�A-IW lJ7e_ yan aRose, AICP, Associate Planner AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 PUBLIC NOTICE PUBLIC COMMENT PERIOD: July 28, 2011 -August 8, 2011 PERMITTEE INFORMATION PERMITTEE NAME: Heritage Automotive Group, Inc. PERMITTEE ADDRESS: c/o Vice President, Finance PO Box 1100 Burlington, VT 05402-1100 GENERAL PERMIT NUMBER: 3-9015 PERMIT NUMBER: 3129-9015.A PROJECT ID NUMBER: EJ98-0330.08 DISCHARGE INFORMATI NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Lake Champlain (via municipal storm system and North Brook) EXPIRATION DATE OF AUTHORIZATION TO DISCHARGE: Ten years from issuance date of final permit DESCRIPTION: This is a draft amended authorization to discharge proposed for issuance to Heritage Automotive Group, Inc. for the discharge of stormwater runoff from the New Service Building and Associated Improvements located in South Burlington, Vermont to Lake Champlain via municipal storm system and North Brook. The means of treatment include grass channels. Authorization to Discharge #3129-9015.A amends and replaces previously issued Authorization to Discharge 43129-9015 which incorporates a new project and reconfiguration. -2- FURTHER INFORMATION The complete application is on file and may be inspected at the VANR, Waterbury Office. Copies will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records and may be obtained by calling 802-241-3777 from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed authorization to discharge are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) August 8, 2011, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Attention Vicki Hill, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671 or send via email to Stormwater@state.vt.us. If sending by mail, the general 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 general permit number should appear on the subject line. All comments received by the above date will be considered by DEC prior to issuance of an authorization to discharge under the general permit. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny an authorization to discharge under the general 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 on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660) David K. Mears, Commissioner Department of Environmental Conservation V00. OFFICE FURINITURF He Y'S i,LEANIIlN 1,%,T LOW110'JSE 0FFICI S5:��'„L 3'�,� Computer to �le�, dining ! SURVI'CES RESID ;'o1i'.t.' L TENT SAL . J._�,t��1, {��Iz conference table with is it chairs classs c+ �'1 fo ) l,r)tto;n ('a;l °1)ili3! t lt; �t r Noa, ;, sr�_�) I0'117 t ! ;esburg Road �., arnps, More. �� us" „ic ^ , �' items ii ). vVccici or nlont)�!v ) `mit. 10 ON l � � �. Jtore ,,,cal~, Property t; 2,OOOSF offi' i Cash 6 - )20 or clr ,, ­;. Move in/1\T.)Lf� arlticjuc>, 1,��� '�a, suitc in 8 ocvhrg SB local flexihle scheduling. Itc�lialrlr�, 11"msehold ilenls. tot) Great viev"s, hardwoo a �3�r,rt�tr�.ent. lionest,xltraliiy uo„9,; numerous t,r une.,ltior); floors, private office spa reasonable rates. hlrrs bull hen area arc PUBLICNOTICES Cali 657-3357 (home) or- 881-1188 (cell). PUBLIC HEARING SB DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board wi)1 hold a public hear- ing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on August 3, 2011 at 7:30 P.M. to consider the following: 1) Master Plan application #MP-11-01 and preliminary plat application #SD- 11-07 of Farrell Real Estate for a planned unit development on 25.91 acres developed with two (2) single family dwellings. The project consists of: 1) razing. one (1) single family dwelling, 2) constructing 25 single family dwellings, and 3) constructing 22two (2)family dwellings, 1302,1340, and 1350 Spear Street. 2) Final plat application #SD-11-24 of Heritage Automotive Group to amend a previously approved planned unit development consisting of a multi - building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the construction of a pri- vate on -site above ground fueling sta- tion, 2) replacing an existing 8,715 sq. ft. automotive building with a 35,032 sq. ft. automotive service building, and 3) the construction of a 600 sq. ft. fagade feature to an existing sales building, 1580-1620 Shelburne Road. 3) Conditional use application #CU-11- 03 of City of Burlington/ Burlington In- ternational Airport for after -the -fact approval to install a living wall to ex- tend 14 feet in height, 1151 & 1153 Airport Drive. Mark Behr, Chairman SB Development Review Board Copies of the applications are avail- able for public inspection at the South Burlington City Hall. July 14, 2011 SS WATER DEPARTMENT HYDRANT FLUSHING NOTICE related items, house wares, picture frames, antiques, books, games, toys (no clothing or furniture). Volunteers needed. Contact. Carolyn Long at 862-6732. GARAGE SALE: Saturday and Sunday, July 16 and 17.8 a.m. to 3 p.m. Dorset Farms, 22 Bower Street, S.B. Lots of preschool toys, puzzles, games, and infant mer- chandise. Tons of gently worn brand name kids clothing; Girls sized infant-7 and Boys sizes in- fant-5. GIANTYARD SALE: 7 a.m. to 4 p.m. 19 Cinda Street, S.B. Saturday, July 23 in conjunction with Country Club Estates annual yard sale. Shop tools, yard tools, ladders, lawn decorations, small appli- ances, many household items, Christmas decorations and more. DORSET FARMS NEIGHBOR- HOOD GARAGE SALE: South on Dorset Street, past Mill Market, right Midland Avenue. July 22, 23 and 24. 8 a.m. to 4 p.m. Antiques, furniture, children's' items and more. FREE CONAIR BODY BENEFITS MAS- SAGING FOOT BATH. Used just a few times. Has vibration and heat settings. 264-1574 (07/14) WANTED VOLUNTEERS NEEDED at Ver- mont Veteran Military Museum, Camp Johnson, Colchester. Open Tue/Wed/Thur. 10 am. to 3 p.m. Call 338-3360 or338-3307 (06/30) BABYSITTING JOBS:., Looking to babysit in the South Burlington - area during afternoons and eve- nings. I am a certified babysitter who has experience.881-7516 (06/ 30) The South Burlington Water Depart- The American Cancer Society is ment will be conducting annual Hy- seeking VOLUNTEERSTOCOOR- drant Flushing from July 14, 2011 DINATEANDMANAGETHE2012 through October 15, 2011. DAFFODIL DAYS® motramwhich AFFORDABLE APARTMENTS Pines Senior Living; Community in SB offers 1 & 2 bedroom apartments. Rent includes all utilities. Optional living and health services. Cornmunity tour everyWednesday at 12:30 p.m. 865 1109 ITEMS: Wood maple desk with 3 drawers. $25; 2-drawer filing cabi- net with hanging files. $15. 863- 5480 evenings. (06/23) EXERCISE EQUIPMENT: Ellipti- cal machine. Very good condition. Must pickup. $100.274-2087 (06/ 30) GAME SET: Melissa & Doug 11 in 1 game set.11 classic games in one collection. Wooden box and boards for games. $10. 264-1574 (07/14) HOCKEY SKATES: CCM ice hockey skates. New. Never worn. Mens size 7. $50.274-2087 (06/30) ITEMS: Invertabod - inversion gravity traction apparatus. $95; 60" Sony XBR HD TV. $295. 999- 9407 (06/23) KITCHEN ITEMS: Kitchen reno- vation in process. Used appli- ances.: JennAir refrigerator. $250; gas range. $100; white double bowl cast iron sink with garbage dis- parking. Lease individi o„icc:(s) or entire builc"i Call 383-1600. posal (less than 6 months $200. Prices negotiable. 652. (06/30) LUGGAGE: Travel Pro wh( carry -on, 21" x 14" x 9" deep, TCL Sports Gear wheeled do duffle. Used twice. 31" x 17". American Tourister hardsidi x 16". Carry -on size. $15.864-! Leave message. (06/30) MASSAGE CHAIR: Bedford i sage chair, model #46463, ma with silver aluminum fram. lbs, is 5.6 cubic feet, weight ca ity of 450 lbs. $75. 863-6662 23) PLAY STRUCTURE: Rain Playset with incredible qu, upper fort with green cc slide, climbing wall, swing, r and a playhouse undernead a taller model so lots of oppc nity for kids to grow into. owner would need to disassei and transport. Purchased 6 } ago for about $3000. Asking 1 355-6034 (06/23) PROJECTOR: Dell proje 1100MP. Brand new, hardly t Excellent condition with case all wires. Paid $700, asking 1 861-2483 (06/30) SCOOTER: Pulse Kick `N scooter. For riders 8 and up. I just a few times. Purchase wow. otherpa CLASSIFIEDS F A service forSouth, Eurlingtor, Please Check One Be] ❑ Free Ad: Ads from South Burlington residents fc TAG SALES, WANTED ITEMS, FOUND ITEMS, LOST will be printed for 2 weeks free of charge, on a spa ❑ Paid Ad: BUSINESS, SERVICE, REAL ESTATE FOR S. Engineers + Surveyors + Planners + Landscape Architects June 23, 2011 Ray Belair Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Heritage Automotive Group Inc. 4SD-11-18 — Final Application Dear Ray: Enclosed please find the signed application, fee, and supporting plans for the proposed Heritage Automotive project. In response to the Board's Preliminary Decision, we have addressed the following comments. Stipulation 3 — Requested Revisions to the Plat: (a) We have prepared a separate parking plan to illustrate compliance with the parking regulations and landscaping requirements. (b) The landscaping plan was amended; the cost schedule is attached to demonstrate a minimum of $62,500. (c) We are working with the Stormwater Superintendent on the stormwater approach and no significant changes have been made to the design. (d) The consultant's name has been added to the Heritage Landscaping Schedule/Cost sheet attached. (e) Refer to the elevation drawing for the requested amendments. Stipulation 4 — Handicapped Spaces The plans have been revised to show only handicapped parking spaces in front of the proposed building. The remainder is display parking as noted on the plans. Stipulation 6, 7, 8 & 14 - Review by Other Departments: The plans were submitted to the Water Department, Stormwater Superintendent and the City Engineer and we have responded to questions posed to date. Review by the Fire Department has been requested through consultation with the Planning and Zoning Office. 50 Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 Heritage Automotive Group, Inc. #SD-I1-18 — Final Application June 23, 2011 Page Stipulation 15 — Lighting Cut Sheets The lighting cut sheets provided include down -shielded fixtures. The fixtures are LED lights, and thus do not look similar to the typical shoebox style lights. Project Engineer F:\PEADATA\PROJECT\8102\finalletter.doc Adjoining Property Owners: Heritage Automotive Group 1580 —1620 Shelburne Road Owner/ Applicant The Heritage Group 1580 Shelburne Road South Burlington, VT 05403 Tax Map No's. 1540-01580 1540-01600 — 1540-01620 — 0720-00030 — 0720-00040 Adioiners - 1/20/11 IDX Systems Corporation P.O. Box 4900, Dept. 201 Scottsdale, AZ 85261-4900 Tax Map No's. 0915-00040 — 0720-00025 MDT Partnership 1650 Shelburne Road South Burlington, VT 05403 Tax Map No's. 1540-01650 — 0720-00005 Millicent C. Lash, Trustee 1515 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01515 Antonio B. Pomerleau, LLC 69 College Street Burlington, VT 05401 Tax Map No. 1540-01525 DBS Limited Liability Partnership c/o Goss Dodge 1485 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01485 Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, VT 05407-2009 Tax Map No. 0720-00055 GMS Realty, LLP 5452 US Rte 5, Suite G Newport, VT 05885 Tax Map No. 0720-00045 Robert Berman, LLC 8 Leroy Road Williston, VT 05495 Tax Map No. 0720-00035 Starbuck Pammella & George Trust 147 West Shore Road Grand Isle, VT 05458 Tax Map No. 0720-00075 Shearer North, LLC 1675 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01675 Heritage Landscaping Schedule / Costs 5/31 /11 Deciduous Trees Key Qty. Size Latin Name Cost Ext. AS 36 2.5-Y Sugar Maple 'Green Mountain' 266.00 9,576.00 AC 4 8-10' Shadblow Serviceberry 210.00 840.00 CC 13 2-2.5" American Hornbeam 225.00 2,925.00 UA 8 9-10" Liberty American Elm 3,300.00 26,400.00 Shrubs Key Qty. Size Latin Name Cost Ext. EF 12 3 gal. 'Emerald and Gold' Euonymus 23.00 276.00 IG 15 3 gal. Compact Inkberry 26.00 390.00 JC 23 5 gal. 'Sea Green' Juniper 23.00 529.00 SIB 11 3 gal. 'Anthony Waterer' Spirea 16.00 176.00 Subtotal 41,112.00 Tax @ .06 2,466.72 Markup X 1.3 12,333.60 55,912.32 Labor 120 hrs. @ 25.00 5,500.00 Mulch 25 yards @ 45.00 1,125.00 Amendments 400.00 Stakes 213 @ 3.00 639.00 Total $63,576.32 Plant material costs for this estimate were derived from the Gardner's Supply Wholesale Catalog, Spring 2011 and the Elm Research Institute, (copy attached). Schedule / Costs prepared by Doug Weber, Landscape Designer, Summit Engineering Inc. A W0 southburhnoon PLANNING & ZONING May 19, 2011 Doug Hewitt Summit Engineering, Inc. 30 Joy Drive So. Burlington, VT 05403 Re: Preliminary Plat Approval #SD-11-18, 1580-1620 Shelburne Road Dear Mr. Hewitt: 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 171 2011 (effective 5/18/11). Please note the conditions of approval, including that the final plat review application must be submitted within 12 months of this approval. If you have any questions, please contact me. SiRcer, r 41� aymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 3613 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Permit Number SD- - l (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminary ❑ 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100 #(802) 863-1485 (p) 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 280, P 134 3. APPLICANT (Name, mailing address, phone and fax#) Same as above 4. CONTACT PERSON (Name, mailing address, phone and fax #) Doug Hewitt, Summit Engineering, Inc., 50 Joy Drive, South Burlington, VT 05403 #(802) 658-5588 a. Contact email address: dhewitt summiten vt.com 5. PROJECT STREET ADDRESS: 1580 — 1620 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01580; 1540-1600; 1540-1620; 0720-00030; 0720-00040 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): To construct in potentially 3 phases: I) private on -site, above ground fueling station; IILplace an existing 8,715 sf automotive building with a new 35,032 sf automotive service building; and III) construct a new 600 sf facade feature on the existing sales building. All phases to include associated improvements to site parking, circulation, storage and display areas. b. Existing Uses on Property (including description and size of each separate use): Automotive Sales and Service in 5 separate buildings on 5 separate parcels totaling 15.74 acres. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): All existing uses to remain. Construct private on -site, above ground fueling station replace an existing 8,715 sf automotive building with a new 35,032 sf automotive service building, construct a new 600 sf fagade feature on the existing sales building. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing buildings total 85,043 sf. The net gain in building area will be 27,360 sf for a new total of 112,403 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The new service building will be 28'-6" ft and the new fagade on the sales building will be 25'-3" ft in height. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 25 Office + 148 non -office = 173 Existing; 25 Office + 152 non -office + 25 5-year growth = 202 Proposed h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Stormwater Management Overlay District; Traffic Overlay District Zone 3 — Balance of Restricted Roads. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: There are no changes to the lots, property lines, or ingress/egress locations or dimensions. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 15.74 acres (acres /sq. ft.) Subdivision Application Form. Rev. 12-2010 b. Building Coverage: Existing 85,043 square feet 12.4 % Proposed 112,403 square feet 16.4% c. Overall Coverage (building, parking, outside storage, etc): Existing 443,745 square feet 64.7 % Proposed 478,794 square feet 69.8 % d. Front Yard Coverage(s) (commercial projects only): Existing Shelburne Road Green Mountain Drive Proposed Shelburne Road Green Mountain Drive 9. WETLAND INFORMATION 16,970 square feet 41.4 % 10,340 square feet 21.30 % 12,270 square feet 30.0 % 11,060 square feet 22.8 % a. Are there any wetlands (Class I, II, or III) on the subject property? o Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 163,000 SQ. FT. (3.7 acres) * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2010 11. COST ESTIMATES a. Building (including interior renovations): $ _5,500,000 b. Landscaping: $_49,718.96 (see attached landscaping costs for explanation of budget) (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) See Attached (Engleberth Construction, Inc.) 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: 4-6 PM 14. PEAK DAYS OF OPERATION: Weekdays 15. ESTIMATED PROJECT COMPLETION DATE: Summer 2013 16. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 17. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format, on compact disk) of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. Subdivision Application Form. Rev. 12-2010 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. LAC V , 65� SIGNAT RE OF APPLI ANT SIGNATURE OF PROPERTY Do not write below this line DATE OF SUBMISSION: 1 I have reviewed this preliminary plat application and find it to be: Ly' Complete ❑ Incomplete JV.'4Q#■LJI_J►� I�! The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form. Rev. 12-2010 Adjoining Property Owners: Heritage Automotive Group 1580 — 1620 Shelburne Road Owner/ Applicant The Heritage Group 1580 Shelburne Road South Burlington, VT 05403 Tax Map No's. 1540-01580 — 1540-01600 — 1540-01620 — 0720-00030 — 0720-00040 Adloiners - 1/20/11 IDX Systems Corporation P.O. Box 4900, Dept. 201 Scottsdale, AZ 85261-4900 Tax Map No's. 0915-00040 — 0720-00025 MDT Partnership 1650 Shelburne Road South Burlington, VT 05403 Tax Map No's. 1540-01650 — 0720-00005 Millicent C. Lash, Trustee 1515 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01515 Antonio B. Pomerleau, LLC 69 College Street Burlington, VT 05401 Tax Map No. 1540-01525 DBS Limited Liability Partnership c/o Goss Dodge 1485 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01485 Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, VT 05407-2009 Tax Map No. 0720-00055 GMS Realty, LLP 5452 US Rte 5, Suite G Newport, VT 05885 Tax Map No. 0720-00045 Robert Berman, LLC 8 Leroy Road Williston, VT 05495 Tax Map No. 0720-00035 Starbuck Pammella & George Trust 147 West Shore Road Grand Isle, VT 05458 Tax Map No. 0720-00075 Shearer North, LLC 1675 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01675 Heritage Landscaping Costs 3/31 /11 Deciduous Trees Key Qty. Size Latin Name Cost Ext. AS 19 2.5-3" Sugar Maple `Green Mountain' 266.00 5,054.00 AC 2 8-10' Shadblow Serviceberry 210.00 420.00 CC 4 2-2.5" American Hornbeam 225.00 900.00 UA 8 9-10" Liberty American Elm 3,300.00 26,400.00 Shrubs Key Qty. Size Latin Name Cost Ext. EF 12 3 gal. `Emerald and Gold' Euonymus 23.00 276.00 IG 11 3 gal. Compact Inkberry 26.00 286.00 JC 23 5 gal. 'Sea Green' Juniper 23.00 529.00 SB 6 3 gal. `Anthony Waterer' Spirea 16.00 96.00 Subtotal 33,961.00 Tax @ .06 2,037.66 Markup X 1.3 10,188.30 46,186.96 Labor 85 hrs. @ 25.00 2,125.00 Mulch 20 yards @ 45.00 900.00 Amendments 300.00 Stakes 69 @ 3.00 207.00 Total $49,718.96 Plant material costs for this estimate were derived from the Gardner's Supply Wholesale Cataloq, Spring 2011 and the Elm Research Institute, (copy attached). Landscape budget of $48,800 is calculated with credit given of 8,700 square feet of building being replaced. Elm Research Institute 11 Kit St. Keene, NH 03431 (603) 358-6198 ph. 1 (603) 358-6305 fax info@elmresearch.org I NAME/ADDRESS I Summit Engineering Doug Weber 50 Joy Dr South Burlington, VT 05403 Quotation DATE PROJECT NO. 3/17/2011 235 P.O. NO. TERMS PROJECT SHIPMENT Check ITEM DESCRIPTION QTY COST TOTAL LTS Mem... Liberty Tree Society Membership includes (1) 2-3 ft. 50.00 50.00 Liberty Elm, Personalized Donor plaque and Certificate 9 1/4 - 10"... 9 1/4 - 10 " caliper( measured at 6 inches above soil 6 1,500.00 9,000.00 level) American Liberty Elm, 42 - 45 ft. tall, labor Labor to dig, ball & basket, load on truck 6 1,200.00 7,200.00 Shipping Federal Express Shipping and handling charges 3 1,200.00 3,600.00 Total $19,850.00 rth cc esfr€ctio". i". Heritage Automotive Construction Cost by Phase - Order of Magnitude Phase 1 Phase 2 Phase 3 Div Description Site Service Bldg Sales Bldg Total Comments 1 General Conditions $ 75,000 $ 667,495 $ 100,000 $ 842,495 2 Existing Conditions (Demolition) $ - $ 25,000 $ 10,000 $ 35,000 3 Concrete $ - $ 352,850 $ 50,000 $ 402,850 4 Masonry $ - $ 140,187 $ - $ 140,187 5 Steel $ - $ 48,387 $ - $ 48,387 6 Wood & Plastics $ - $ 70,935 $ - $ 70,935 7 Thermal & Moisture Protection $ - $ 1,029,341 $ - $ 1,029,341 8 Doors & Windows $ - $ 206,979 $ - $ 206,979 9 Finishes $ - $ 551,800 $ 100,000 $ 651,800 10 Specialties $ - $ 12,990 $ - $ 12,990 11 Equipment $ - $ - $ - $ - 12 Furnishings $ - $ 5,254 $ - $ 5,254 13 Special Construction Fueling Station $ 62,500 $ - $ - $ 62,500 Pre-Eng Metal Bldg $ - $ 599,380 $ - $ 599,380 Portal $ - $ - $ 50,000 $ 50,000 Car Wash $ - $ - $ 75,000 $ 75,000 14 Conveying System $ - $ - $ - $ - 21 Fire Protection $ - $ 104,988 $ 10,000 $ 114,988 22 Plumbing $ - $ 618,113 $ 25,000 $ 643,113 23 HVAC $ - $ - $ 75,000 $ 75,000 26 Electrical $ - $ 395,455 $ 50,000 $ 445,455 31 Earthwork $ 386,600 $ 638,917 $ 50,000 $ 1,075,517 32 Exterior Improvements Landscaping (1% of Building) $ 1,375 $ 48,292 $ 5,450 $ 55,117 Site Lighting $ 257,691 $ 82,001 $ 57,253 $ 396,945 Includes site work 33 Utilities $ - $ - $ - $ - Subtotals $ 783,166 $ 5,598,364 $ 657,703 $ 7,039,233 Liability Insurance 0.65% $ 5,091 $ 36,389 $ 4,275 $ 45,755 Design Contingency 5.00% $ 39,413 $ 281,738 $ 33,099 $ 354,249 CM Contingency 5.00% $ 41,383 $ 295,825 $ 34,754 $ 371,962 CM Fee 3.00% $ 26,072 $ 186,369 $ 21,895 $ 234,336 Preconstruction Fee 1.00% $ 8,951 $ 63,987 $ 7,517 $ 80,455 Totals $ 904,076 $ 6,462,671 $ 759,243 $ 8,125,990 2011 0406 Construction Cost Summary by Phase Heritage 10-6318.xls 4/6/2011 a } TRAFFIC EVALUATION Heritage Automotive Group, Inc. US Route 7 and Green Mountain Drive, So. Burlington, VT April 6, 2011 The purpose of this report is to evaluate traffic impact of the existing automotive sales and service campus and the proposed expansion of the facilities on the 15.74-acre (685,634sf) site. The traffic volumes generated is the result of the relocation and increase in the size of the Toyota Service building. This evaluation uses South Burlington Land Development Regulations Effective January 11, 2010, Appendix B, Traffic Generation Data and Calculation Procedures. The project consists of the elimination and replacement of an existing automotive sales and service building that results in an additional 26,300 square feet of buildings for a total building area of 111,950 square feet. The site is located in Traffic Overlay District Zone 3 — 45 Maximum Peak Hour Trip Ends per 40,000 sf. Maximum Allowable Traffic Generation (Traffic Budget) Maximum Peak Hour Trip Ends for land area: = 685,634/40,000 X 45 = 772 Trip Ends Traffic Generation of the Proposed Use PM Peak Hour of Adjacent Street Traffic from ITE Trip Generation Handbook. Automobile Parts and Service: Existing Collision Center Portion of Ford Building New Parts and Service Building Total New Car Sales: Portion of Ford Building Existing Toyota Building Total Single Tenant Office Building: Portion of Office/Warehouse Warehouse: 13,400 20,000 35,000 68,400 sf x 4.46 Trip Ends per 1000 sf 10,100 18,600 28,700 sf x 2.64 Trip Ends per 1000 sf 4,950 sf x 1.73 Trip Ends per 1000 sf Portion of Office/Warehouse 9,900 sf x 0.47 Trip Ends per 1000 sf Total Trip Ends during PM Peak Hour of Adjacent Street Traffic Results and Conclusions: = 305 = 76 ME =5 = 395 With an estimated 395 Trip Ends to be generated from the proposed site during the peak hour of adjacent street traffic, it is approximately half of what is allowed by the guidelines set in the City Regulations. F:\PEADATA\PROJECT\8102\Traffic2011.doc New Car Sales (841) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 34 Average 1000 Sq. Feet GFA: 32 Directional Distribution: 39% entering, 61 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 2.64 0.94 - 5.81 1.96 Data Plot and Equation H 300 200 100 0 - -- -, --- -- - -- - - ---,--- . X X X y X X X; X X X ;X X X X ,C X XX ; rt - 10 20 30 40 50 60 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve Equation: T = 1.72(X) + 29.61 70 80 90 Average Rate R2 = 0.51 Trip Generation, 7th Edition 1478 Institute of Transportation Engineers Land Use: 943 Automobile Parts and Service Center Independent Variables With One Observation The following trip generation data are for independent variables with only one observation. This information is shown in this table only; there are no related plots for these data. Users are cautioned to use data with care because of the small sample size. Trip Size of Number Generation Independent of Independent Variable Rate Variable Studies Directional Distribution 1,000 Square Feet Gross Floor Area Weekday p.m. Peak 4.46 19 1 42% entering, 58% exiting Hour of Adjacent Street Traffic Saturday Peak Hour of 6.61 19 1 46% entering, 54% exiting Generator Trip Generation, 7th Edition 1788 Institute of Transportation Engineers Single Tenant Office Building (715) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour Number of Studies: 42 Average 1000 Sq. Feet GFA: 164 Directional Distribution: 15% entering, 85% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.73 0.79 - 5.14 1.49 Data Plot and Equation 1,200 - - x 1,100 1,000 ----------- -- .... ......... ----------...,.............,...... :X 900 ------- --------------- ................... --- --- Cn 800 .......... ........... ........... ..... w a ; : X ; 700 .......... ........... ...........fir.. ......------------ X 600 ..--................. ........... ... ................ ............ d ..--...... ........... ........ .-------- ---X .. x.. .X- ------ ------ --------X-..- 400 X ; X 300 ------ X......... X....X .XX..X--- xxX----------------- ------------•---.......-- X x X 200 -X X XX---------- ---------- ----•--- X ---...-- 100 ---------- X, /X -----. X,'X 0 -- -�-�-- r — — 0 100 200 300 400 500 600 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: T = 1.52(X) + 34.88 R2 = 0.78 Trip Generation, 7th Edition 1179 Institute of Transportation Engineers Warehousing (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 26 Average 1000 Sq. Feet GFA: 403 Directional Distribution: 25% entering, 75% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.47 0.16 - 1.66 0.80 Data Plot and Equation 1,300 1,200 1,100 1,000 900 c W 9 800 H m 700 L (D 600 0) > 500 a H i— 400 300 200 100 0 ,•--- -- ... -- -- -- .............. .............. -------- ..-•-•------- .........................:.......•----...'......---•-• .................................. . •....................... ........ ......------- ......------- .... x �� ----------------------------....... ............................................ x------------- ......................... ----------- 0 ............. . - -)�- ---------------------------------------- ---------- ------ X X x �---...X X Actual Data Points 1000 2000 X = 1000 Sq. Feet Gross Floor Area Fitted Curve Fitted Curve Equation: Ln(T) = 0.79 Ln(X) + 0.54 3000 - - - - - - Average Rate R2 = 0.75 Trip Generation, 7th Edition 201 Institute of Transportation Engineers Schedule of New Site Luminiares - Heritage Automotive Dealerships, South Burlington, VT Revised as per new pole layout plan 3/30/2011 Type Plan Description Manufacturer and Model Number Wattage # Lumens LED Color Driver Current Finish Designation Temperature Voltage Al 2V8-T4 Dual pole mounted, high output Cooper Lighting, McGraw -Edison, 206w per 13,421 4000K LED, forward throw distribution Ventus LED; VTS-A08- LED- El-T4-_- R. fixture x 2 180 degree mounting using integral fixtures bracket arm to existing round per pole = aluminum pole. 412w A2 2V8-T4 Dual pole mounted, high output Cooper Lighting, McGraw -Edison, 206w per 13,421 4000K LED, forward throw distribution Ventus LED; VTS-A08-LED-El-T4- -R. fixture x 2 180 degree mounting using integral fixtures bracket arm to new pole. per pole = 412w B TV8-T4 Dual pole (twin) mounted with Cooper Lighting, McGraw -Edison, 206w per 13,421 4000K forward throw optics at 90 Ventus LED; VTS-A08-LED-EI-T4- -R. fixture x 2 degrees to bracket arm 180 degree mounting using integral fixtures bracket arm to existing pole, optics per pole = turned 90 degrees (both oriented 412w same direction) C1 1V8-T4 Single pole mounted Cooper Lighting, McGraw -Edison, 206w 13,421 4000K Ventus LED; VTS-A08-LED-El-T4- -R. Single mount using integral bracket arm to existing pole C2 1V8-T4 Single pole mounted on new 30' Cooper Lighting, McGraw -Edison, 206w 13,421 4000K pole to match existing Ventus LED; VTS-A08-LED-El-T4- -R. Single mount using integral bracket arm on new 30' round tapered aluminum pole D 1V4-T4 Single pole mounted on new pole Cooper Lighting, McGraw -Edison, 103w 6,708 4000K Ventus LED;VTS-A04-LED-EI-T4- -R. single mount with integral bracket arm to new 16' pole. El V6-T4 High wall or parapet mount at Cooper Lighting, McGraw -Edison, 156w 10,146 4000K existing building Ventus LED; VTS-A06-LED-El-T4-_- WM, wall mount with arm E2 V4-T4 High wall or parapet mount at Cooper Lighting, McGraw -Edison, 103w 6,708 4000K existing building Ventus LED; VTS-A04-LED-El-T4-_-R- WM, wall mount with arm Pi New Pole Aluminum round tapered pole Valmont or equal, 30' nominal tapered round pole, 4.5" to 8", EPA >8 in 90 MPH wind load P2 New Pole Aluminum round tapered pole Valmont or equal, 16' nominal tapered round pole, EPA >8 in 90 MPH wind load E W2-B4 Wall sconce Cooper Lighting, McGraw -Edison, 53w 2 bars 4000K Impact Elite LED Wedge, ISW-A02-LED- E1-BL4- Photo- Photosensor for NEMA "R" Sun -Tech TRS-2 105-305 VAC LED sensor photocell receptacle Control Quantity Location Alternate Mfr Model Number Alt Price per unit Labor to install Total installed wattage w/o installation fixtures, cost for all of this or underground relocate poles type conduit & base & rewire at pole (no UG work) Multivolt 355 mA select from std finishes: grey, it 120-277v bronze, black, dark platinum, (check) graphite metallic Multivolt 355 mA std finishes 120-277v (check) Multivolt 355 mA std finishes 120-277v (check) Multivolt 355 mA std finishes 120-277v (check) Multivolt 355 mA std finishes 120-277v (check) Multivolt 355 mA std finishes 120-277v (check) Multivolt 355 mA std `inishes 120-277v (check) Multivolt 355 mA std finishes 120-277v (check) std finishes std finishes Multivolt std finishes 120-277v (check) 8 9 1 3 2 2 5 11 Large rear lot lights BetaLED, The Edge Area Light; ARE- 186 x 2 EDG-3M-DL-16-C-UL- 43K-R; fixtures= 180 degree mounting with integral 372w bracket arms to existing pole Large rear lot lights on BetaLED, The Edge Area Light; ARE- 186 x 2 new pole EDG-3M-DL-16-C-UL- 43K-R, fixtures=3 180 degree mounting with integral 72w bracket arm to new pole Front display lots at BetaLED, The Edge Area Light; ARE- 186 x 2 Shelburne Rd and Green EDG-4M-DL-16-C-UL-= 43K-R, fixtures=3 Mtn Drive 180 degree mounting to existing 72w pole, with optics turned 90 degrees and oriented the same direction Existing pole, at rear BetaLED, The Edge Area Light; ARE- 186 entrance off Green Mtn EDG-4M-DL-16-C-UL-= 43K-R, Drive single mounting to existing pole Adjacent to BetaLED, The Edge Area Light; ARE- 186 Office/Warehouse EDG-4M-DL-16-C-UL- 43K-R, single mounting to new 30' pole BetaLED, The Edge Area Light; ARE- 93 EDG-3M-DL--C-UL-= 43K-R; 180 degree mounting with integral bracket arms to new 16' pole At east side of Ford and BetaLED, The Edge Area Light; ARE- 139 new service bldg EDG-4M-DL-12-C-UL--43K; with wall mounting bracket $2,938.89 $588.00 $38,795.83 $4,069.34 $588.00 $37,258.75 $3,214.89 $588.00 $34,226.05 $1,469.45 $588.00 $2,057.45 $2,600.28 $588.00 $9,564.83 $1,482.21 $504.00 $3,972.42 $1,385.75 $256.00 $3,283.50 Replacing existing wall BetaLED, The Edge Area Light; ARE- 93 $ 1,022.22 $ 256.00 $6,391.12 packs and new locations EDG-4M-DL-08-C-UL 43K; with wall mounting bracket 2 New pole locations adjacent to existing buildings 14 At existing Ford and BetaLED; The Edge Wall Light; SEC - Collision Center EDG-3MB-WM-04-C-UL- -43K 68 Subtotal 51 $575.00 $168.00 $10,402.00 $145,951.95 $ 23.00 $1,564.00 $147,515.95 Al 4 k2 z V P, - T4 DESCRIPTION The Ventus" LED area luminaire provides uncompromising optical performance and outstanding versatility for a wide variety of area and roadway applications. Patent pending modular LightBARt" technology delivers uniform and energy conscious illumination to walkways, parking lots, roadways, building areas, and any security lighting application. UL and cUL Listed for wet locations. SPECIFICATION FEATURES Construction Die-cast aluminum frame secures thermally conductive, extruded aluminum heat sink to independent electrical chamber. Heavy -wall, die- cast aluminum housing and door isolates driver components for cooler operation.The unique construction allows for passive cooling and natural cleaning of the extruded heat sink ensuring reliable operation at 40°C high ambient conditions. Stainless steel fasteners and hinging allow access to electrical components for installation and maintenance. Optional toolless hardware available for ease of entry into electrical chamber. Optics Choice of fifteen (15) high efficiency, patent pending AccuLED OpticsT" manufactured from injection molded acrylic. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT and >70 CRI. DIMENSIONS Electrical LED drivers mount to die-cast aluminum back casting for optimal heat sinking and operation efficiency. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. Shipped standard with Cooper Lighting proprietary circuit module designed to withstand 10kV of transient line surge. 50,000 + hour life with >70% lumen maintenance. The Ventus LED luminaire is suitable for operation in -30°C to 40°C ambient environments. LightBARS feature an IP66 enclosure rating. Mounting Cast aluminum 6" arm includes bolt guides allowing for easy positioning of fixture during installation to pole or wall surface. Standard single carton packaging of housing, square pole arm and round pole adapter for contractor friendly arrival of product on site. Optional internal mast arm mount accepts a 1-1/4" to 2-3/8" O.D. horizontal tenon, while a 2-bolt clamping mechanism secures fixture. Cast -in leveling guides provide +/-5° vertical leveling adjustment. Tenon adapters available to slipfit over poles equipped with 2-3/8" or 3-1/2" O.D. tenon. 313 vibration rated. 6" 1153mmil 22-3/8" 1567mm] TABULATED REFERENCE DATA 8 of "A" Width Weight Jibs.] EPA (sq. ft.] Bars [in/mm] w/o Arm w/Arm w/o Arm w/Arm 2-4 12-7/8 [3281 24110.91 kgs.] 29 [13.18 kgs.) 0.94 1.00 5-8 1814581 30 113.64 kgs.) 35 [15.91 kgs.1 1.10 1.20 9-12 25-7/8 16581 39 117.73 kgs.l 44 [20.00 kgs.) 1,31 1.44 00 COOPER Lighting www.cooperlighting.com MCGRAW EDISON 8,19, Finish Cast components and arm finished in a 5 super durableTGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. Warranty Ventus features a 5 year limited warranty. DRILLING PATTERNS Type "C" 2-5/8" [67mm1 1-1/2" [38mml 3/4" [19mml Die. Hole (2) 9/16" [14mml Dia. Holes Well Mount 1WM1 (2) 9/16" 0 114mml Dia. Holes 3/4" [19mml Dia. Hole 9" [229mm] 0 (4) 13132" [10mml Dia. Holes 7" VTS VENTUS LED 2 - 12 LightBARS Solid State LED AREA LUMINAIRE sm CERTIFICATION DATA 40"C Ambient Temperature Rating UL and cUL Listed LM79 / LM80 Compliant IP66 LightBARS 3G Vibration Tested ARRA Compliant ISO 9001 ENERGY DATA Electronic LED Driver .0.9 Power Factor <20%Total Harmonic Distortion 120-277V/50 & 60hz, 347V/60hz, 480V/60hz -30"C Minimum Temperature SHIPPING DATA Approximate Net Weight: (See Tabulated Reference Data) e F f`If l 1 ADH091647 70 2010-03-18 14:43:39 E VTSVENTUS LED POWER AND LUMENS BY BAR COUNT a of System Type SL2 Type SL3 TypeT4 Type 5WO Bars Watts Lumens Lumens lumens Lumens 2 Bars 53 3,252 3,447 3,354 3,735 3 Bars 80 4,878 5,170 5,031 5,602 4 Bars 103 6,504 6,894 6,708 7,469 5 Bars 129 8,130 8,617 8,385 9,337 6 Bars 156 9,837 10,426 10,146 11,228 7 Bars 183 11,363 12,043 11,719 12,951 8 Bars 206 13,013 13,792 13,421 14,421 9 Bars 232 14,687 15,566 15,147 16,351 10 Bars 259 16,270 17,244 16,781 18,309 11 Bars 286 18,121 19,206 18,689 20,018 12 Bars 309 19,496 20,664 20,108 21,637 NOTE: Lumen values based upon 4000K CCT, 350mA drive current, 25-C ambient operating temperature. OPTIC ORIENTATION Street Side House Side Standard Street Side Side Ambient Lumen Temperature Multiplier 10°C 1.04 15°C 1.03 25'C 1.00 40"C 0.96 Optics Rotated Left @ 90° [1-901 Street Side House Side Optics Rotated Right fa' 90" IR901 ORDERING INFORMATION Sample Number: VTS-Al2-LED-EI-T3-GM r=Pr-d"'4 uctFamily ' Lamp Type Distribution Finish tus LED=Solid State Light T2=Type II pp=Grey Emitting Diodes T3=Type III B2=Bronze Number of ' T4=Type IV BK=Black Lightbars oltage SMO=Type V Square Medium DP=Dark Platinum A02=2 Bars =Electronic (120-277V) [EI 5WO=Type V Square Wide OM=Graphite Metallic A03=3 Bars 7=34lro SXO=Type V Square Extra WH=White A04=4 Bars 0=480Vs Wide Options Al Bars 5MR=Type V Round Medium A08=6 Bars SWR=Type V Round Wide P=Button Type Photocontrol s A07=7 Bars SL2=Type II w/Spill Control (120V.208, 240, or277V ) AOB=8 Bars SL3=Type III w/Spill Control R=NEMA Photocontrol A09=9 Bars SL4=Type IV w/Spill Control Receptacle A10=10 Bars RW=Rectangular Wide 2L=Bi-Level Switchings Capable A11=11 Bars SLL=90 Degree Spill Light L9p=OptiRotated 90 Al2=12 Bars Eliminator Left Degrees rees Left Nut": 1 6" arm and round pole adapter included with fixture. SLR=90 Degree Spill Light Eliminator Right R90- Optics Rotated 90 y Standard 4000K CCT and greater than 70CRI. Degrees Right 3 Not Available with At 1 or Al2 configurations. 7080- 70 CRI/6000K CCT7 4 Add as suffix. LCF' LightBAR Cover Plate 5 Must specify voltage. Matches Housing Finish a Low -Level output varies by bar count specified. Consult TH' TO011ess Door Hardware Factory. WM' Wall Mount with Aral 7 Consult Factory for lead times and lumen multiplier. s Order separately, replace XX with color suffix. IM- Internal Mast Arm Accessories a VA1033-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon VA 1034-XX=2 @180 Degrees Tenon Adapter for 2-3/8" O.D. Tenon VA1035-XX=3 @ 120 Degree Tenon Adapter for 2-3/8" O.D. Tenon VA 103e-XX=4 @ 90 Degree Tenon Adapter for 2-3/8" O.D. Tenon VA1037-XX=2 @ 90 Degree Tenon Adapter for 2-38" Tenon VAIo3a-XX=3 @ 90 Degree Tenon Adapter for 2-3/8"Tenon VA 1039-XX=2 @ 120 Degree Tenon Adapter for 2-3/8" O.D. Tenon VA 1040-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon VA 1041-XX=2 @ 180 Degree Tenon Adapter for 3-12'O.D. Tenon VA1042-XX=3 @ 120 Degree Tenon Adapter for 3-1/2" O.D. Tenon VA 1043-XX: 4 @ 90 Degree Tenon Adapter for 3-1/2" O.D. Tenon VA 1044-XX: 2 @ 90 Degree Tenon Adapter for 3-12" O.D. Tenon VA l045-XX: 3 @ 90 Degree Tenon Adapter for 3-12"O.D. Tenon VA1046-XX• 4 @ 120 Degree Tenon Adapter for 3-W"O.D. Tenon OA/RA1 e1 e: NEMA Twisdock Photocontrol - Multi -Tap DA/RA1027: NEMA TwistlockPhotocontrol - 480V DAIRA1201= NEMA Twistlock Photocontrol - 347V MA1253: 10kV Circuit Module Replacement COOPER Lighting NOTE: Specifications and dimensions subject to change without notice. Visit our web site at www.cooper]ighting.com ADHO91647 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 2010-03-1814:43:39 2010-07-22 11:07:27 DESCRIPTION McGRAW-EDISON' 40, The IMPACT Elite family of cutoff wall luminaires is the ideal complement to site design. Incorporating modular LightBARTm technology, Impact Elite provides outstanding uniformity and energy conscious illumination. Combined with a rugged construction, the Impact Elite is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments, and recreational facilities. UL and cUL listed for wet locations. SPECIFICATION FEATURES Construction Heavy -wall, die-cast aluminum housing and removable hinged door frame for precise tolerance control and repeatability. Hinged door inset for clean mating with housing surface and secured via two (2) captive fasteners. Optional tamper resistant torx head fasteners [TR] offer vandal resistant access to the electrical chamber. Optics Choice of eight (8) high efficiency, patent pending AccuLED optical systems manufactured from injection molded acrylic. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. BL optics offer backlight control to decrease wall brightness. Offered standard in 4000°K (+/- 275K) CCT and >70 CRI. DIMENSIONS Wedge Electrical LED drivers mount to die-cast aluminum back casting for optimal heat sinking and operation efficiency. Impact Elite Wall Series LED operates from 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz. Shipped standard with Cooper Lighting proprietary circuit module designed to withstand 10kV of transient line surge. 50,000+ hour life with >70% lumen maintenance. The Impact Elite Wall Series LED luminaire is suitable for operation in -30°C to 40°C ambient environments. LightBARS11 feature an IP66 enclosure rating. Mounting Gasketed and zinc plated rigid steel mounting attachment fits directly to 4" j-box or wall with the Impact Elite "Hook-N-Lock" mechanism for quick installation. Secured with two (2) captive corrosion resistant black oxide coated alien head set screws concealed but accessible from bottom of fixture. —— --._.._.-- 91, 1229mm1 �16-1/2" 1419mm)J `8-1/4" 1210mm1� Finish Cast components finished in a 5 stage super durableTGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. Warranty Impact Elite LED features a 5 year limited warranty. HOOK-N-LOCK MOUNTING ISW IMPACT ELITE LED WEDGE 1 - 2 LightBARS Solid State LED WALL MOUNT LUMINAIRE LED CERTIFICATION DATA 40°C Ambient Temperature Rating UL and cUL Listed LM79 / LM80 Compliant IP66 LightBARS ARRA Compliant ISO 9001 ENERGY DATA Electronic LED Driver >0.9 Power Factor Q0%Total Harmonic Distortion 120-277V/50 & 60hz, 347V/60hz, 480V/60hz -30°C Minimum Temperature SHIPPING DATA Approximate Net Weight: 18 lbs. Is kgs.) 00 ;i COOPER Lighting F"/J ADH100155 www.cool)erlighting.com ```� 2010-02-2208:46:03 ISW IMPACT ELITE LEDWEDGE POWER AND LUMENS BY BAR COUNT # of System Type BL2 Type BL3 Type 81-4 Type GZM Ambient Lumen Bars Watts Lumens Lumens lumens Lumens Temperature Multiplier 1 Bars 26 1,626 1,724 1,677 1,866 10'C 1.04 2 Bars 53 3,252 3,447 3,364 3,735 15°C 1.03 25°C 1.00 NOTE: Lumen values based upon 4000K CCT, 350mA drive current, 25-C ambient 40"C 0.96 operating temperature. ORDERING INFORMATION Sample Number: ISW-A02-LED-EI-BL3-GM Product Family ISW' Impact Elite Small Number ' Lightbars Wedge A01: 1 Bar 2 Bars Lamp Type LED: Solid State Light Emitting Diodes A02 JF Voltage Ell: Electronic (120-277V) 347: 347V 480:480V Notes; 1 Standard 4000K CCT and greater than 70CRI. 2 Add as suffix. 3 Must specify voltage. 4 Only available in 2 bar (A02) configurations. a Consult Factory for lead times and lumen multiplier. a Order separately. tribution Option, 2 Accessories a Type II p= Button Type Photocontrol a MA7253- tOkV Circuit Type IV (120V. 208. 240, or 277V) Module Replacement V: Wall Grazer Wide 2L- Bi-Level Switching Capable, Type III w/ Back Light TR- Tamper Resistant Fasteners Control 7060- 70 CRI/6000K CCT, 90 Degree Spill Light LCF° LightBAR Cover Plate Eliminator Leff Matches Housing Finish 90 Degree Spill Light Eliminator Right Platinum ihite Metallic 00 COO Lighting NOTE: Specifications and dimensions subject to change without notice. 9 g Visit our web site at www.cooperlighting.com ADH100155 www. cooperlig btin g. com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 2010-02-22 08:46:03 2010-07-22 11:07:43 BetaLED Catalog #: ARE - EDG - - DL - - C - Notes: N of LEDs Dim. "A" 20 12.06' 40 12.06' 60 14.06" 80 16.06' 100 18.06, 120 20.06" 140 22.06' 160 24.06' 180 26.06' 200 28.06' 220 30.06' 240 32.06' Product Family Optic Mounting # of LEDs LED Voltage Color Factory -Installed Options ( x 10 i Series Options Please type additional options in manually on the lines provided above. ARE EDG 0 3M' OL' E3 02 C UL 13 SV 13 43K 4300K Color Temperature' 13 3W 0 04 Universal Silver 13 525 525mA Drive Current" © 06 120-277V ® BK ®DIbt5 0-10V Dimming (525mA maximuori 1308 0 UH Black E3 F Fuse9t0 E310 Universal E3 BZ 13 HL Hi/Law (175/350/525, dual circuit input)" ©12 347-480V Bronze 13 P Photocell'211 [314 E312 13 PB 11 R NEMA Photocell Receptacles' E3 16 120V Platinum El TL Two -Level (175/525 w/ integrated sensor control)" E3 18 1324 Bronze 13 TL2 Two -Level (0/350 w/ integrated sensor control)" E3 20 240V 13WH TL3 Two -Level (0/525 w/ integrated sensor control)" 022 1327 white 0 24 277V 1334 347V Footnotes 1. IESNA Type III Medium distribution 6. Available on fixtures with 20-120 LEDs 11. Refer to multi -level spec sheet for availability and additional 2. IESNA Type III Medium distribution with backlight control 7. Control by others information 3. Direct mounting arm -long for use with 3-6" square or round pole 8. Refer to dimming spec sheet for availability and additional 12. Must specify voltage other than UL or UH 4. Color temperature per fixture: minimum 70 CPI information 13. This option not available with all multi -level options. Refer to 5. Driver operates at 525mA instead of the standard 350mA providing 9. When code dictates fusing use time delay fuse multi -level spec sheet for more information a higher lumen output and a shorter life 10. Not available when UH voltage is selected #of LEDs Initial Delivered Lumens -Typelll Medium @ 6000K B U Initial Delivered G Lumens -Typelll Medium w/ Backlight Control @ 6000K [Rating U G Initial Delivered Lumens-Typelll Medium @ 4300K r 1 B U 1' Initial Delivered G Lumens -Typelll Medium w/ Backlight Control @ 430CK rr B U G System Watts 120-277V Total Current @ 120V Total Current @ 230V Total Current @ 277V System Watts 347-480V' Total Current @ 347V Total" Current @ 480V L„Hours" @25°C (77° F) Rating Rating Rating"' 20 1,649 (02) t 1 1 1,237 (02) 0 1 1 1,446 02) 1 1 1 1,085 02) 0 1 1 25 023 0.11 0.10 30 0.09 0.08 105,000 40 3,298 04 1 1 1 2,473 04 0 1 1 2,892 04 1 1 1 2,169 04 0 1 1 49 0.41 0.23 0.20 51 0.15 0.12 105,000 60 4,946 06) 2 2 2 3,710 06 0 1 1 4,338 06 2 2 2 3,254 06 0 1 1 71 0.60 0.32 0,28 74 0.22 0.17 105,000 80 6,595 08 2 2 2 4.946 08 1 2 2 5,785 08 2 2 2 4,338 08 1 2 1 93 0.78 0.41 0.35 96 0.28 0.21 105,000 100 8,244 10 3 3 3 6,163 10 - 1 3 2 7,231 10 2 2 2 5,423 10 1 2 2 116 0.98 0.52 0.43 119 0.35 0.26 105,000 120 9,893 (12) 3 3 3 7,419 12 1 3 2 8,677 12 3 3 3 6.508 12 1 3 2 139 1.17 0.61 0.52 141 0.41 0.30 105,000 140 11,541 14 3 3 3 8,656 14 1 3 2 10,123 14 3 3 3 7,592 14 1 3 2 164 1.39 0.74 0.63 170 0.49 0.35 105,000 160 13,190 16 3 3 3 9,893 16 - 1 ,569 16 3 3 3 8,677 16 1 3 2 186 1.58 0.83 0.71 192 0.55 0.40 105,000 180 14,839(18) 3 3 3 11,129 18 1 ,015 18 3 3 3 9,762 18 1 3 2 211 1.77 0.93 0.79 215 0.62 0.45 105,000 200 16,468 20 3 3 3 12,366 20 2 +,462 20 3 3 3 10,846 20 1 3 2 233 1.97 1.03 0.87 237 0.68 0.49 105,000 220 18,136 22 3 3 3 13.602 22 2 .908 22 3 3 3 11,931 22 1 3 2 256 2.16 1.13 D.95 259' 0.75 0.54' 105,000 240 19,785 24 3 3 3 14,639 24 2 ,354 24 525mA 3 3 Fixture 3 13,015 24 Operating 2 3 2 279 2.35 1.23 1.03 282. 0.$t 0.59 105,000 20 2,143 02 '' 1 1 1 1.608 02 0 1 1 1.880 02 1 1' 1 1,410(02) 0 1 1 37 0.31 0.18 0.17 43 0.13 D.15" 61,000 40 4,287 04 2 2 2 3,215 04 0 1 1 3,760 04 1 1 1 2,820 04 0 1 1 69 0.58 0.31 0.27 75 0.22 0.19 61,000 60 6,430(06) 2 2 2 41823 06 1 2 2 5,640 06 2 2 2 4,230 06 1 2 1 110 0.92 0.49 0.41 116 0.33 0.27 61,000 80 8,574 08 3 3 3 6430 08 1 3 2 7.520 08 2 2 2 5,640 08 1 2 2 138 1.16 0.62 0.54 145 0.42 0.32 61,000 100 10,717 10 3 3 3 8,038 10 1 3 2 9,400 10 3 3 3 7,050 10 1 3 2 177 1.49 0.79 0.68 186 ' 0.53 0.40 --' 61.000 120 12,860(12) ;, 3 3 3 9,645 12 1 3 2 11,280 12 3 3 3 8,460 12 1 3 2 217 1.82 0,96 0.81 226 0.65 0.48 61,000 ' Utilizes magnetic step-down transformer when 525mA drive " For recommended lumen depreciation data see TD-13 "' For more information on the IES BUG f Backlight-Uplight-Glare) Rating current or multi -level options are selected visit www.iesna.or2/PDF/E ratas/TM-1 5-07BuRatingsAddendum. df NOTE. All data subject to change without notice. Is : "• © 2010 BetaLED8, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com •': ....' Made in the U.S.A. of U.S. and imported parts. : It Meets Buy American requirements within the ARRA. LED General Description Slim, low profile design minimizes wind load requirements. Fixture sides are rugged cast aluminum with integral, weather -tight LED driver compartments and high performance aluminum heatsinks. Convenient, interlocking mounting method. Mounting housing is rugged die cast aluminum and mounts to 3 - 6" square or round pole. Fixture is secured by two (2) 5/16-18 UNC bolts spaced on 2" centers. Includes leaf/debris guard. Five year limited warranty on fixture.' Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120-277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz driver is optional. LED drivers have power factor>90% and THD <20% of full load. Units provided with integral 9kV surge suppression protection standard. Integral weather -tight electrical box with terminal strip for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Field -Installed Accessories Bird Spikes [iXA-BRDSPK I Photometrics Independent Testing Laboratories certified test. Report No. ITL63574. Candlepower trace of 6000K, 120 LED Type III Medium area luminaire with 9,914 initial delivered turners operating at 350mA. All published luminalre photometric testing performed to IESNA LM-79.08 standards. 100' 80' 60' 40' 80'. . . . 60" ' ' - ' r 183 305 24A 18.3 122 6.1 Ihn 6.1 122 18.3 24.A 30.5 Isofootcandle plot of 6000K, 120 LED Type III Medium area luminaire at 25' A.F.G. Luminaire with 9,893 initial delivered lumens operating at 35OmA. Initial FC at grade. Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529 when ordered without P or R options. Consult factory for CE Certified products. RoHS compliant. International Dark -Sky Association approved. Finish Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.uspto.gov. Independent Testing Laboratories certified test. Report No. ITL64565. Candlepower trace of 6000K, 120 LED Type III Medium area luminaire with backlight control and 7,023 initial delivered lumens operating at 350mA. All published luminalre photometric testing performed to IESNA LM-79.08 standards. 100' 80' 60 40' 20' 0 20' 40' 60' 80' 100' 0' 24.4 Isofootcandle plot of 6000K, 120 LED Type III Medium area luminaire with backlight control at 25' A.F.G. Luminaire with 7,419 initial delivered lumens operating at 350mA. Initial FC at grade. THE EDGE*' EPA & Weight Calculations Approximate If of Weight 2@ 2@ 3@ 4@ LEDs 120-277V' Single 1800 900 90, 90° + Fixed Arm Mount -Long 20 23.0 lbs. 0.75 1.50 1.02 1.77 1.91 40 25.8 tbs. 0.75 1.50 1.02 1.77 1 91 60 29.1 tbs. 0.75 1.50 1.07 1,82 1.98 80 30.2 lbs. 0.75 1.50 1.11 1,86 2.04 100 34.4 Ibs 0.75 1.50 1.15 1.90 2.10 120 35.6 tbs. 0.75 1.50 1.19 1 94 116 140 42.0 Ibs. 0.75 1.50 1,23 1.98 2,22 -. 160 _ _. 43.5 tbs. 0.75 1.50 _... -. __ 1.27 ...__..-.-__._.._. 2.02 _ 2.28 180 44.2 tbs. 0.75 1.50 1.32 2.07 2.36 200 45.41bs. 0.75 1.50 1.36 2.11 2.42 220 48.716s. 0.75 1,50 1.40 2.15 2,48 240 49.9 tbs. 0.75 1.50 1.44 2.19 2.54 1. Add 5 tbs. for transformer in 347-480V fixtures when 525mA drive current or multi -level options are selected t!•'` j NOTE. All data subject to change without notice. @ 2010 BetaLED®, a division of Ruud Lighting a 1200 92nd Street a Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com ago s i Made in the U.S.A. of U.S. and imported parts. �Q' Meets Buy American requirements within the ARRA. BetaLED Catalog #: ARE - EDG - Notes: -DL- -C- N of LEDs Dim. "A" 20 12.06' 40 12.06' 60 14.06' 80 16.06' 100 18.06" 120 20.06' 140 22.06" 160 24.06' 180 26.06' 200 28,06' 220 30.06' 240 32.06' Product Family Optic Mounting # of LEDs LED Voltage Color Factory -Installed Options ( X 10 } Series Options Please type additional options in manually on the lines provided above. ARE EDG E3 4M' DL' p 02 C ® UL E3 SV 0 43K 4300K Color Temperature' E3 4MB' 004 Universal Silver E3 525 525mA Drive Current5s E306 120-277V ®BK p0IM5 0-10V Dimming (525mA maximum)78 E308 B UH Black E3 F Fuse911 E3 10 Universal 0 Bz © HL Hi/Low (175/350/525, dual circuit input)" C312 347-480V Bronze E3 P Photocelli" E314 [312 p Pill E3 R NEMA Photocell Receptacle" C316 120V Platinum E3 TL Two -Level (175/525 w/ integrated sensor control)" E3 18 1324 Bronze [3 TL2 Two -Level (0/350 w/ integrated sensor control)" p 20 240V 13WH © TL3 Two -Level (0/525 w/ integrated sensor control)" E322 [327 White 1324 277V 1334 347V Footnotes 1. IESNA Type IV Medium distribution 6. Available on fixtures with 20-120 LEDs 11. Refer to multi -level spec sheet for availability and additional 2. IESNA Type IV Medium distribution with backlight control 7. Control by others information 3. Direct mounting arm -long for use with 3-6" square or round pole B. Refer to dimming spec sheet for availability and additional 12. Must specify voltage other than UL or UH 4. Color temperature per fixture; minimum 70 CRI information 13. This option not available with all multi -level options. Refer to 5. Driver operates at 525mA instead of the standard 350mA providing 9. When code dictates fusing use time delay fuse multi -level spec sheet for more information a higher lumen output and a shorter life 10. Not available when UH voltage is selected f PERFORMANCE LEDs Delivered umens-TypelV Medium @ 6000K B ULG - -- Rating" Initial Delivered Lumens-TypelV Medium w/ Backlight Control @ 5000K B U _ _ Rating" Initial Delivered G Lumens - TypelV _._ Medium @ 4300K (Standard) B U Rating" Initial Delivered G Lumens-TypelV Medium w/ Backlight Control @ 4300K Fixture Operating350mA B U G System Watts 120-277V Total Current @ 120V Total Current @ 230V Total Current @ 277V System Watts 347-480V' Total Current @ 347V Total Current @ 480V L,°Hours"#of[initial @25°C (77° F) Rating"' 02) 1 1 1 1,298 02 0 1 1 1,464 02 1 1 1 1,139 02 0 1 1 25 0.23 0.11 0.10 30 0.09 0.08 105.000 04 1 1 1 2,597 04 0 1 1 2,928 04 1 1 1 2,278 04 0 1 1 49 0.41 0.23 0.20 51 0.15 0.12 105,000 (O6) 2 1 1 3.895 06 1 1 1 41393 06 1 1 1 3,417(06) 1 1 1 71 0.60 0.32 0.28 74 0.22 0.17 105,000 ''08 U31 2 2 2 5,194 OS 1 1 2 5,857 OB 2 2 _ 2 4,555 08 1 1 1 93 0.78 0.41 0.35 96 0.28 0.21' 105,000 10 2 2 2 6,492 (10 1 2 2 7,321 10 2 2 2 5,694 10 1 2 2 116 0.98 0.52 0.43 119 0.35 0.26 105,000 12 2 2 2 7,790 12 c1 2 2 8,785 12 2 2 2 6,833 12 1 2 2 139 1.17 0.61 0.52 141 0,41 0.30 105,000 14 3 3 3 91089 14 1 2 2 10,250 14 2 2 2 7,972 14 1 2 2 1 164 1 1.39 0.74 1 0.63 1 170 0.49 0.35 105.000 160 13,355 16) 3 3 3 10,387 16 1 2 2 11,714 16 3 3 3 9,111 16 2 186 1.58 0.83 0.71 192 0.55 0.40 105,000 180 15,024(18) 3 3 3 11.686 18 1 3 2 13,178 18 3 3 3 10,250 18 2 211 1.77 0.93 0.79 215 0.62 0.45 105,000 200 16,694 20 3 3 3 12.984 20 2 3 2 14,642 20 3 3 3 11,388 20 J23 2 233 1.97 1.03 0.87 237 0.68 0,49 105,000 220 18,363 22 3 3 3 14,282 22 2 3 3 16,107 22 3 3 3 12,527 22 3 256 2.16 1.13 0.95 259 0.75 0.54 105,000 240 20,032 24 3 3 3 15,581 24 2 3 3 17,571 24 3 3 Fixture 3 13,666 24 Operating525mA 3 279 1 2.35 1.23 1.03 282 0.81 0.59 105,000 20 2,170 02 1 1 1 1,688 02 0 1 1 1,903 02 1 1 1 1,480 02 0 1 1 37 0.31 0.18 0.17 43 0.13 0.15 61,000 40 4,340 04 1 1 1 3,376 04 1 1 1 3,807 04 1 1 1 2,961 04 1 1 1 69 0.58 0.31 0.27 75 0,22 0.19 61,000 60 6,511 (06) 2 2 2 5.064 06 1 1 2 5,710 06 2 2 1 4,441 06 1 1 1 110 0.92 0.49 0.41 116 0,33 0.27 ' 61,000 80 8,681 08 2 2 2 6,752 08 1 2 2 7,614 08 2 2 2 5,922 08 1 2 2 138 1.16 0.62 0.54 145 0,42 0.32 61,000 100 10,851 10 2 2 2 8,440 10 1 2 2' 9,517 10 2 2 27,402 10 1 2 2 177 1.49 0.79 0.68 186 0.53 0.40 = 61,000 120 13,021 12 3 3 3 10,127 12 1 2 2 11,421 12 2 3 2 8,883 12 1 2 2 217 1.82 0.96 0.81 226 0.65 0.48 61,000 ' Utilizes magnetic step-down transformer when 525mA drive " For recommended lumen depreciation data see TD-13 "' For more information on the IES BUG (Backlight-Uplight-Glare) Rating current or multi -level options are selected visit www.iesna.org/PDF/Erratas/TM-15-07BugRatingsAddendum.pdf NOTE: All data subject to change without notice. m 2010 BetaLED®, a division of Ruud Lighting 1200 92nd Street Sturtevant, WI 53177 800-236-6800 www.betaLED.com Made in the U.S.A. of U.S. and imported parts.IN Meets Buy American requirements within the ARRA. LED E General Description Slim, low profile design minimizes wind load requirements. Fixture sides are rugged cast aluminum with integral, weather -tight LED driver compartments and high performance aluminum heatsinks. Convenient, interlocking mounting method. Mounting housing is rugged die cast aluminum and mounts to 3 - 6" square or round pole. Fixture is secured by two (2) 5/16-18 UNC bolts spaced on 2" centers. Includes leaf/debris guard. Five year limited warranty on fixture.' Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120-277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz driver is optional. LED drivers have power factor >90`y° and THD <20% of full load. Units provided with integral 10kV surge suppression protection standard. Integral weather -tight electrical box with terminal strip for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Field -Installed Accessories Bird Spikes OXA-BRDSPK Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529 when ordered without P or R options. Consult factory for CE Certified products. RoHS compliant. International Dark -Sky Association approved. Finish Exclusive Colorfast DeltaGuard* finish features an E-Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard 8 117. Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.uspto.gov. Photometrics THE EDGE" EPA & Weight Calculations of maximum Independent Testing Laboratories certified test. Report No. ITL63810. Candlepower trace of 5000K, 120 LED Type IV Medium area luminaire with 10,464 initial delivered lumens operating at 350mA. All published luminalre photometric testing performed to IESNA LM-79-08 standards. �9 0' 60 40' 20' 0' 20' 40' 60' 80' 1305 80' 60' 40' 20' 0' 20' 40' 60, 21 150° 6904 150° 120° 20' 4 i 90° 90°- 60° 60° �- Candlepower Trace: Vertical plane through 30° hofaontal angle of maximum candlepower. Independent Testing Laboratories certified test. Report No. ITL64299. Candlepower trace of 6000K, 120 LED Type IV Medium area luminaire with backlight control and 7,543 initial delivered lumens operating at 350mk. All published luminaire photometric testing performed to IESNA LM-79-08 standards. 80' 6040 20' 0' 20' 40' 60' 80' 100' - 4.4 80 33 60 .2 40 20' m 0' 1 20' 2 2 Isofootcandle plot of 6000K, 120 LED Type IV Medium area luminaire at 25' A.F.G. Luminaire with 10,016 initial delivered lumens operating at 350mA. Initial FC at grade. ■■■.N`7 V :m 12.2 6.1 A of m Isofootcandle plot of 6000K, 120 LED Type IV Medium area luminaire with backlight control at 25' A.F.G. Luminaire with 7,790 initial delivered lumens operating at 350mA. Initial FC at grade. Approximate ff of Weight 2@ 2@ 3@ 4@ LEDs 120-277V' Single 1801 901 9M0° 90° a H � ■ Fixed Arm Mount -Long 20 23.0Ibs. 0.75 1.50 1.02 1.77 1.91 40 25.8lbs. 0.75 1,50 1.02 1.77 1.91 60 29.11bs. 0.75 1.50 1.07 1.82 1.98 80 30.2 Ibs 0.75 1.50 1.11 1.86 2.04 100 .41b 34s. 0.75 1.50 1.15 1.90 2.10 -._. 120 35.6lbs. 0.75 1.50 1.19 1.94 2.16 140 42.Olbs. 0.75 1.50 1.23 1.98 2.22 160 43.5lbs. 0.75 1,50 1.27 2.02 2.28 180 44.2lbs. 0.75 1.50 1.32 2.07 2.36 200 45.4 Ibs. 0.75 1.50 1.36 2.11 2.42 220 48.7 lbs. 0.75 1.50 1.40 2.15 2.48 240 49.9lbs. 0.75 1.50 1.44 2.19 2.54 1. Add 5 Ihsfor transformer in 347-480V fixtures when 525mA drive current or multi -level options are selected 03 :' i NOTE: All data subject to change without notice. ® 2010 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com moms' Made in the U.S.A. of U.S. and imported parts. EED� 1111M Meets Buy American requirements within the ARRA. BetaLED Catalog #: SEC - EDG - Notes: Product Family Optic Mounting SEC EDG [3 3MWM' ❑3MB` Footnotes # of LEDs (x10} 02 E3 04 E3 06 E3 08 E3 10 E312 -WM- -C- - (41 LED Series C Voltage ®UL Universal 120-277V [3UH Universal 347-480V E312 120V E3 24 240V [327 277V E334 347V aI M�■i01 m�.m Color Factory -Installed Options Options Please type additional options in manually on the lines provided above p SV ®43K 4300K Color Temperature' Silver [3525 525mA Drive Current.e E3 BZ © F Fuse?' Bronze ® P Photocell' 10 BK [3TL2 Two-level(0/350 w/integrated sensor control)" Black [3WH White E3 PB Platinum Bronze 1. IESNA Type III Medium distribution 5. Driver operates at 525mA instead of the standard 350mA 7. Not available when UH voltage is selected 2. IESNA Type III Medium distribution with backlight control providing a higher lumen output and a shorter life 8. When code dictates fusing use time delay fuse 3. Wall mount 6. Available on fixtures with 20-40 LEDs 9. Must specify voltage other than UL or UH 4. Color temperature per fixture; minimum 70 CRI 10. Not available with muni-level options 11. Refer 10 multi -level spec sheet for availability and additional information If of Initial Delivered Lumens -Type IIIMedium Medium @ 6000K 7FG Initial Delivered Lumens-Typelll /Backl111 Control @ 6000K B U G Initial Delivered Lumens -Type 111 Medium @ 43DOK Rating"' r 1 B PERFORMANCE U G Initial Delivered Lumens-iypelll Medium w/ TypeBack111 Control @ 4300K Operating B U G System Total Total Total Watts Current Current Current 120-277V @ 120V @ 230V @ 277V System Watts 347-48OV- Total Current @ 347V Total Current @ 480V L„Hours"LEDs @ 25° C (77°F) Rating"' Rating"' Rating"' 20 ,- 1,649 02 1 1 1 1,237 02 0 1 1 1,446 02 1 1 1 1,085 02) 0 1 1 25 0.23 0.11 0.10 30` 0.09 0.08 105,000 40 3,296 04 1 1 1 2,473 04 0 1 1 2,892 04 1 1 1 2,169 04 0 1 1 49 0.41 0.23 0.20 51 0.15 0,12 105,000 60 4,946(06) 2 2 2 3,710 06 0 1 1 4,338 06 2 2 2 3,254 06 0 1 1 71 0.60 0.32 0.28 74 0.22 0.17 105,000 80 6,595 08 2 2 2 4,946 08 1 2 2 5,785 08 2 2 2 4,338 08 1 2 1 93 0.78 0.41 0.35 96 0,28 0.21 105.000 100 8,244 10 3 3 3 6,183 10 1 3 2 7,231 10 2 2 2 5,423 10 1 2 2 116 0.98 0.52 0.43 119 0.35 0.26 105,000 120 9,893 12 & 3 3 7,419 12 1 3 2 8,677 12 525mA 3 3 Fixture 3 6508 12 rr• 1 3 2 139 1.17 0.61 0.52 141 0.41' 0.30 105,000 20 '` 2,143 02 c 1 11 1 1 1,608 02 0 1 11 1,880 02 1 1 1 1.410 02 0 1 1 37 0.31 0.18 0.17 43 0.13 1 0.15 1 61,000 401 4,287<04) 12121 2 1 3,215 04 0 1 1 1 1 1 3,760 04 1 1 1 2,820 04 1011 1 1 1 69 1 0.58 1 0.31 1 0.27 1 75 0.22 1 0.19 1 61,000 " Utilizes magnetic step-down transformer when 525mA drive " For recommended lumen depreciation data see TOTO=13 "' For more information on the IES BUG (Backlight-Uplight-Glare) Rating current or multi -level options are selected visit www.iesna.oralPDF/Erratas/1'M-15-07BugRatingSydendunr.odf NOTE: All data subject to change without notice. '. © 2010 Betal-ED17", a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within the ARRA. LED General Description Slim, low profile design. Fixture sides are rugged cast aluminum with integral, weather - tight LED driver compartments and high performance aluminum heatsinks specifically designed for LED applications. Housing is rugged aluminum. Furnished with low copper, lightweight mounting box designed for installation over standard and mud ring single gang J boxes. Secures to wall with four (4) 3/16" screws (by others). Conduit entry from top, bottom, sides and rear. Allows mounting for uplight or downlight. Designed and approved for easy through -wiring. Includes leaf/debris guard. Five year limited warranty on fixture. Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120-277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz driver is optional. LED drivers have power factor >90% and THD <20% of full load. Units provided with integral 10kV surge suppression protection standard. Integral weather -tight J-box with leads (wire nuts) for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Field -Installed Accessories Bird Spikes O XA-BRDSPK I Photometrics 150° 30' --1 horizontal angle of maximum Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529. Consult factory for CE Certified products. RoHS compliant. International Dark -Sky Association approved. Finish Exclusive Colorfast DeltaGuard° finish features an E-Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Patents U.S. and international patents granted and pending. Beta LED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.usoto.Dov. angle of maximum Independent Testing Laboratories ceitilied test. Report No. PRELIMINARY ITL63874. Candlepower trace of 6000K, 40 LED Type III Medium Candlepower trace of Type III Medium LED luminaire with security luminaire with 3,311 initial delivered lumens operating backlight control. at 350mA. All published luminalre photometric testing performed to IESNA LM-79-08 standards. 6040' 20' 0' 20' 40' 60' 60, 40' 40'- 18.3 122 6.1 Orn 6.1 122 Position of vertical plane of maximum candlepower Isofootcandle plot of 6000K, 40 LED Type III Medium area luminaire at 15' A.F.G. Luminaire with 3,298 initial delivered lumens operating at 350mA. Initial FC at grade. 100' 80' 60' 40' 20' 0' 20' 40' 60 80 100' 80' 24.4 60' _._ 183 40' 12.2 20' 1 5 .2 .1 6.1 0' om CURB LINE 20' 6.1 30.5 24A 183 122 6.1 Om 6.1 122 1113 24.A 3G5 Isolootcandle plot of 6000K, 120 LED Type III Medium area luminaire with backlight control at 25' A.F.G. Luminaire with 7,419 initial delivered lumens operating at 350mA. Initial FIG at grade. NOTE: All data subject to change without notice. © 2010 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 a 800-236-6800 • www.betaLED.com LE Made in the U.S.A. of U.S. and imported parts. �Q Meets Buy American requirements within the ARRA. BetaLED Catalog #: SEC - EDG - Notes: nLlu�� IL k of LEDs Dim. "A" 20 11.91. 40 11.91, 60 13.91` 80 15.91, 100 17.91' 120 19.91, Product Family Optic Mounting N of LEDs LED Voltage Color Factory -Installed Options ( x 10 Series Options Please type additional options in manually on the lines provided above. SEC EDG E3 4M' WM' p 02 C 13UL [3 Sit []43K 4300K Color Temperature' 04MB' E3 04 Universal Silver [3525 525mA Drive Currents [3 06 120-277V p BZ [3 F Fuse" E3 08 pUH Bronze [3 P Photocells.'' 0 10 Universal ® BK [3TL2 Two -level (0/350 w/integrated sensor control)" E3 12 347-480V Black [312 E3WH 120V White [324 13 PB 240V Platinum ®27 Bronze Footnotes 1. IESNA Type IV Medium distribution 2. IESNA Type IV Medium distribution with backlight control 3. Wall mount 4. Color temperature per fixture; minimum 70 CRI 277V 34 347V 5. Driver operates at 525mA instead of the standard 350mA providing a higher lumen output and a shorter life 6. Available on fixtures with 2D-40 LEDs 7. Not available when UH voltage is selected 8. When code dictates fusing use time delay fuse 9. Must specify voltage other than UL or UH 10. Not available with rnulli-level options 11. Refer to multi -level spec sheet for availability and additional information If LEDs LEDs InitialLumDeliveredB Medium @ 600 iV Medium @ 6000K U G Initial Delivered ` Lumens -Type 1V Medium w/ Backlight Control @ 6000K B U G umInitiai-Typred Lumens -Type IV Medium @ 4300K 1 1 PERFORMANCE B U Initial Delivered G Lumens - Type IV Medium w/ Backlight Control @ 4300K Ir B U G System Watts 120-277V Total Current @ 120V Total CurrTotaent Current Current @ 230V @ 277V System wens 347-480V' Total Current @ 347V Total Current @ 480V L„ 251C @ 25° C (77°F) Rating' Rating' Rating"' Rating' 20 1,669 02 1 1 1 1,298 02 0 1 1 1,464 02 1 1 1 1,139 02 0 1 1 25 0.23 0.11 0.10 30 0.09 0.08 105,000 40 3,339 04 1 1 1 2,597 04 0 1 1 2,928 04 1 1 1 2,278 04 0 1 1 49 0.41 0.23 0.20 51 0.15 0.12 105,000 60 5,008 06 `" 2 1 1 3,895 06 1 1 1 4,393 06 1 1 1 3,417 06 1 1 1 71 0,60 0.32 0.28 74 0.22 1 0.17 105,000 80 6,677 08 2 2 2 5,194 08 1 1 2 5,857 08 2 2 2 4,555 08 1 1 1 93 0.78 0.41 0.35 96 0.28 1 0,21 105,000 100 8,347 10 2 2 2 6,492 10 1 2 2 7.321 10 2 2 2 5,694 10) 1 2 2 116 0.98 0.52 0.43 119 0.35 0.26 105,000 120 10,016 12 2 2 2 7,790 12 1 2 2 8.785 12 525mA 2 2 Fixture 2 6,833 12 rr 1 2 2 139 1.17 0.61 0.52 141 0.41 0.30 105,000 20 2,170 02 1 1 1 1,688 02 P. 1 1 1.903 02) [T1 1,480 02) 10 1 1 37 1 0.31 0.18 0.17 43 0:13 015 61,000 401 4,340 04 1 11 11 1 3,376 04) 11 1111 1 3,807 04) 111 1 11 1 2,961 04 1 11 1 1 1 69 1 0.58 1 0.31 1 0.27 1 75 1 0.22 1 0.19 61,000 *Utilizes magnetic step-down transformer when 525mA drive "Far recommended lumen depreciation data see TD-13 ***For more information on the ES BUG (Backlight-Uplight-Glare) Rating current or multi -level options are selected visit www.iesna.org/PDF/Erratas/l M-15-0713wiRntingsAddendum.pdf NOTE: All data subject to change without notice. © 2010 BetaLEDO, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • Made in the U.S.A. of U.S. and imported parts. Is Meets Buy American requirements within the ARRA. General Description Slim, low profile design. Fixture sides are rugged cast aluminum with integral, weather - tight LED driver compartments and high performance aluminum heatsinks specifically designed for LED applications. Housing is rugged alurinum. Furnished with low copper, lightweight mounting box designed for installation over standard and mud ring single gang J boxes. Secures to wall with four (4) 3/16" screws (by others). Conduit entry from top, bottom, sides and rear. Allows mounting for uplight or downlight. Designed and approved for easy through -wiring. Includes leaf/debris guard. Five year limited warranty on fixture. Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. 120-277V 50/60 Hz, Class 1 LED drivers are standard. 347-480V 50/60 Hz driver is optional. LED drivers have power factor >90% and THD <20% of full load. Units provided with integral 1 OkV surge suppression protection standard. Integral weather -tight J-box with leads (wire nuts) for easy power hook-up. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Bird Spikes OXA-BRDSPK Photometrics Trace: Vertical plane le of maximum sand Independent Testing Laboratories certified test. Report No, ITL63810. Candlepower trace of 6000K, 120 LED Type IV Medium area luminaire with 10,464 initial delivered lumens operating at 350mA. All published luminaire photometric testing performed to IESNA LM-79-08 standards. 80' 60 40' 20' 0' 20' 40' 60 80' 1�305 so, 60' 40' 20' 0' 20' 40' 60' 2, isofootcandle plot of 60001K, 120 LED Type IV Medium area luminaire at 25' A.F.G. Luminaire with 10,016 initial delivered lumens operating at 35OmA. Initial FC at grade. Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 529. Consult factory for CE Certified products. RoHS compliant. International Dark -Sky Association approved. Finish Exclusive Colorfast DeltaGuard"3 finish features an E-Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.usoto.gov. Independent Testing Laboratories certified test. Report No. ITL64299. Candlepower trace of 6000K, 120 LED Type IV Medium area luminaire with backlight control and 7,543 initial delivered lumens operating at 350mA. All published luminalre photometric testing performed to IESNA LM-79.08 standards. 80' 60' 40' 20' 0' 20' 40' 6080' isofootcandle plot of 6000K, 120 LED Type IV Medium area luminaire with backlight control at 25' A.F.G. Luminaire with 7,790 initial delivered lumens operating at 350mA. Initial FIG at grade. NOTE: All data subject to change without notice. 2010 BetaLED°', a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within the Affik CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: May 11, 2011 \drb\staffcomments\2011\SD_11_18_1580ShelburneRoad_ Application received: April 11, 2011 HeritageAutomotive 1580-1620 SHELBURNE ROAD PRELIMINARYPLAT APPLICATION #SD-11-18 Agenda #7 Meeting Date: Ma 17, 2011 Owner/Applicant Heritage Automotive Group Inc PO Box 1100 Burlington, VT 05402-1100 Architect/Contact Property Information Dough Hewitt 15.74 acres Summit Engineering Commercial 2 Zoning District 50 Joy Drive South Burlington, VT 05403 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 18 1580ShelburneRd HeritageAutomotive Heritage Automotive Group, Inc, hereafter referred to as the applicant, is requesting preliminary plat approval to amend a planned unit development consisting of a multi -building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the construction of a private on -site above ground fueling station, 2) replacing an existing 8,715 sq. ft. automotive building with a 35,032 sq. ft. automotive service building, and 3) the construction of a 600 sq. ft. fapade feature to an existing sales building, 1580-1620 Shelburne Road. The application was reviewed at the sketch plan level on March 1, 2011 (meeting minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on April 11, 2011 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements C2 Zonin District Re uired Proposed Min. Lot Size 40,000 SF 15.74 acres Max. Buildin Coverage 40% 16.47% Max. Overall Coverage 70% 69.3% �1 Min. Front Setback >50 ft. Min. Side Setback 210 ft. Min. Rear Setback 230% >30 ft. Front and coverage Shelburne Rd 30% Front and covera e Green Mountain Drive 22.8% zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 1. The City of South Burlington Water Department shall review the plans for the subject project, prior to final plat approval. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 18 1580ShelburneRd HeritageAutomotive According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 2. The City Engineer shall review the plans prior to final plat approval. 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. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the five (5) buildings in the larger PUD is proposed via seven (7) existing curb cuts on both Shelburne Road and Green Mountain Drive. There is good circulation around the existing and proposed buildings. The Board discussed consolidation of curb cuts at the sketch plan hearing and did not ask that any be removed. The site is very large with access on three roads. The curb cuts help to ensure that vehicles trying to access one part of the site do not create pedestrian safety issues on others. While staff generally supports consolidation of curb cuts, this site would not benefit from such. Parking Based on 111,934 SF of automotive sales use, 224 parking spaces are required. It appears based on staff counts that 274 spaces for customers and employees are provided. However, the plans claim 317 spaces are provided; furthermore not all the spaces that are noted as such are shaded on the plan as the key indicates. The sheet should be revised with the correct number and shading. 4. Sheet S-1 should be updated to reflect the accurate number of parking spaces available for customers and employees. All spaces which are for customers and employees and not vehicle display or inventory shall be shaded. Traffic This property is located in Traffic Overlay Zone 3 which allows the property to generate no more than 771 vehicle trip ends during the PM Peak Hour. The existing use is estimated to generate 230.05 vehicle trip ends. The expansion of 26,317 square feet of automotive sales use (LUC 841) will result in an additional 68.16 pm peak vehicle trip ends, for a total of 298.21 pm peak vehicle trip ends. . The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 18 1580ShelburneRd HeritageAutomotive The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the C2 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. This is among the densest and most urban areas in the City. Large areas of open space would be uncommon and unfitting. Still, the project is in compliance with overall coverage limitations. 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. 5. The South Burlington Fire Chief should review the plans and provide comments for the proposed development, prior to final plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject PUD has direct road access on three sides. It has only one neighbor to the north. There would be only limited value in a connection to this property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The plans show improved pedestrian connections from the buildings and/or lots to the sidewalk along Shelburne Road. They now show a pedestrian connection from the newest building to the sidewalk on Shelburne Road. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03 A 6 of the Land Development Regulations, any PUD shall require site Plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 18 1580ShelburneRd Herita eAutomotive Relationship of Proposed Structures to the Site (1) 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. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the buildings) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. Staff finds that the parking is mostly in compliance with the land development regulations. The Board previously discussed allowing vehicle display areas to the front of the building. The Board stated at the sketch review that vehicle storage to the front of the buildings would be permitted. However, some customer parking areas are still shown the front of the buildings. This is not permitted in accordance to the regulations, nor does the Board have the authority to issue any waivers of this regulation. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 18 1580ShelburneRd Herita eAutomotive 7. The plans shall be revised to remove all parking from the front of the buildings. Only vehicle display may be permitted. c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. There is very little parking between buildings Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 8. Service doors should be discouraged from fronting to the road. 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. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed this issue. 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. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 18 1580ShelburneRd Herita eAutomotive Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show proposed dumpsters or other waste facilities, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans show adequate snow storage areas for the subject property. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on a construction cost of $5,500,000, the minimum landscaping budget shall be $62,500. The applicant is proposing less than $50,000 in landscaping. Staff also has some issues with the landscaping itemizations. Staff requests time to work this through with the applicant. 9. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 10. The minimum landscaping budget shall be $62, 500 for trees and shrubs. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 11. The applicant should submit additional information with the final plat application regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 18 1580ShelburneRd Herita eAutomotive The applicant has submitted a lighting point plan as well as lighting cut sheets. The cut sheets raise some concerns: some of the wall mounted lights are listed as forward throw and do not appear to be downcast or shielded. 12. The applicant should submit lighting cut -sheets which are downcast and shielded. All lights shall be downcast and shielded. Other 13. The final plat plans shall show and label all ground mounted HVAC units, utility cabinets, and generators. The plans depict a new bicycle rack. For planning and zoning purposes all lots in the subdivision shall be treated as one (1) lot. 14. The applicant shall record a Notice of Conditions that states that for planning and zoning purposes all lots in the subdivision shall be treated as one (1) lot. Stormwater Management Overlay District (SMO) The subject property lies within the Stormwater Management Overlay District and is therefore subject to Section 12.03 of the South Burlington Land Development Regulations. City Stormwater Superintendent has reviewed the plans and provided the most recent set of comments in an email dated May 9, 2011 (attached). The applicant is working with the Stormwater Superintendent and shall continue to do so. The Stormwater Superintendent shall review and approve all stormwater plans and Low Impact Development (LID) applications prior to final plat approval. 15. The Stormwater Superintendent shall review and approve all stormwater plans and Low Impact Development (LID) applications prior to final plat approval. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document before proceeding to the final plat application. Respectfully submitted, i d C thya LaRose, AICP, Associate Planner Pagel of 4 Cathyann LaRose From: Tom Dipietro Sent: Monday, May 09, 2011 4:19 PM To: ray; Cathyann LaRose Cc: Justin Rabidoux; Dhewitt@summitengvt.com Subject: RE: Heritage Automotive Stormwater Design Ray and Cathy, I reviewed the plans for the Heritage Automotive Group, dated 3/28/11, and prepared by Summit Engineering. Below are my comments: 1. The receiving water for this project is North Brook, which ultimately drains to Lake Champlain. 2. The applicant should provide more information on the proposed fueling station. The fueling station should be covered to prevent precipitation from washing spilled gasoline off site. In addition, the fueling station should be graded so water does not flow over the fueling area from up -gradient and wash spilled gasoline off site. 3. The above ground fuel and diesel tanks should have secondary containment in case of failure. 4. The dumpster area should be graded to prevent run-on. Also, where will used oil, oil filters and other potentially hazardous materials used by the service station be stored? If these materials are to be stored outside they should be kept under cover to prevent rain water from washing pollutants off site. Also, the area should be graded so that water does not flow into this area and wash spilled pollutants off -site. 5. Per section 12.03.D(1)(b) of the LURs, the applicant has not provided a description of the proposed LID techniques. Has the applicant considered additional opportunity to include LID in the new site features (e.g. new parking lot islands, pervious pavement/concrete, etc.). G. Where will snow be stored? 7. Please provide additional detail and location information for the "outflow control device located adjacent to US Route 7" and referenced in the project description. 8. Has the applicant confirmed that the Type 1 stone specified for the stone check dams in the grass channels is of sufficient size to withstand incoming water velocities? If the stone is undersized it will require additional maintenance to reconstruct this portion of the swale on a regular basis. 9. How will water reach grass treatment channel #1? Is a layer showing an upstream culvert missing from the plans? Also, the plans show an existing culvert on the north side of grass treatment channel #1 (draining north). Will this culvert be removed or plugged as part of the project? 1O.The hydrologic modeling indicates that pipe 14R (drains grass channels 1 & 2) can not handle the flow from the 1 yr storm. Does this pipe need to be replaced with a larger diameter pipe? Does the model take in to account the effects of backwater? 11.The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site (e.g. the grass channels and stone forebay). 12.Per section 12.03.F(1) of the LURs, the final decision should require the submission of record drawings showing pipe invert elevation, drainage structure rim elevation, pipe material, and final grading. 5/11/2011 Page 2 of 4 Thank you for the opportunity to comment on the plans. Sincerely, Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility Phone: (802) 658 - 7961 -----Original Message ----- From: Doug Hewitt[mailto:Dhewitt@summitengvt.com] Sent: Wednesday, April 27, 2011 3:34 PM To: Tom Dipietro Cc: David Bergeron; ray; Cathyann LaRose Subject: RE: Heritage Automotive Stormwater Design Hi Tom, Our design for the site is currently to meet the State Regs. The amendment to our current GP 3-9015 permit coverage is pending. This will bring approximately 70W of the site up to the state standards. The remaining area is as it was originally designed and permitted - covered under GP #3-9010. Although not a requirement of the GP, the site DOES attenuate the 1 Year, 24 Hour design storm to pre -construction runoff levels without structural measures other than the creation of forebays in the proposed grass treatment channels. For whatever reason, the site has evolved from its beginnings in the 1970s to include the collection of runoff in grass channels. The portions of the site that we are currently seeking State and Local permits to be reconstructed include the re -working of existing grass channels to meet the conditions of the 2002 Stormwater Manual. We have not evaluated the grass treatment channels on the remaining portions to determine their specific performance characteristics in terms of velocities and depths other than to inspect them with periodic inspections with reporting under the terms of the Authorization to Discharge under GP# 3-9010 that covers the entire site. This inspection assures that they are in good condition and functioning as they were originally designed. We are currently on the Agenda for our Preliminary review by the DRB on May 17th. Attached are the stormwater design portion of the submittal. I would like to be able to go to our meeting knowing that you have reviewed the plans and that we are in conformance with the Low -Impact Development Guidance Manual and Section 12.03 of the South Burlington Land Development Regulations. Attached are the pre and post development HydroCAD models that we generated and ran to document our meeting the design requirement for peak runoff rate. Also attached are the plans and project narrative submitted with the application package for coverage under GP#3-9015 that were not part of the submittal to the City for our upcoming public meeting. I have also attached the project description that outlines in narrative form what we are doing with respect to the state regs. We will also be submitting an application for coverage under General Permit # 3-9020 for stormwater discharge during construction activities. Let me know what you think, Doug Hewitt, P.E. 5/11/2011 Page 3 of 4 Summit Engineering, Inc. 50 Joy Drive, So. Burlington, VT 05403 Ph: (802) 658-5588 Fax:(802) 658-3629 dhewitt@summitengvt.com -----Original message ----- From: Tom Dipietro [mailto:tdipietro@sburl.com] Sent: Wednesday, April 20, 2011 2:48 PM To: Dhewitt@summitengvt.com Cc: Cathy; ray Subject: RE: Heritage Automotive Stormwater Design Doug, The City's LUR's are available on-line at: http://www.southburlingtonvt.govoffice2.com/vertical/Sites/%7BDlA8A14E-F 9A2-40BE-A701-417111F9426B%7D/uploads/%7BBABE2324-05F1-4A87-B3E1-A64D27A 5DB11%7D.PDF Refer to page 171. Section C identifies specific requirements. They are: C. Site Design Requirements (1) The post -construction peak runoff rate for the one-year, twenty-four hour (2.1inch) rain event shall not exceed the existing peak runoff rate for the same storm event from the site under current conditions. Low Impact Development (LID) practices, including but not limited to practices detailed in the "South Burlington Low Impact Development Guidance Manual", shall be incorporated into the site design as necessary to achieve the required runoff rate, and may be supplemented with structural measures, subject to the approval of the Stormwater Superintendent, to the extent necessary to achieve the required post -construction runoff rate. The technical requirement is pretty straight forward. Figure out your current runoff rate and make sure your new design is the same or less than that rate. The big difference is that I'll be looking to make sure you that try to implement LID practices on the site BEFORE reverting to structural treatment methods. If you aren't going to use LID practices I'll expect to see a good reason why in your application. I will also be looking at the stormwater management plan (preparation of this plan is a requirement of section 12.03D) to see if there are ways to improve SW mgmt on the site. A few examples of the things I look for are: making sure dumpsters are covered and that the trash storage area isn't draining into nearby stormwater basins, making sure there is an appropriate plan for snow storage, ensuring that existing SW infrastructure is being maintained, making sure that sources of potential pollution are properly managed (e.g. used oil drums are under cover), looking for areas for improved treatment of existing impervious, etc... Here is a link to the City's LID manual: 5/ 11 /2011 J Page 4 of 4 http://www.sburlstormwater.com/downloads/manuals/SB_Low_Impact_Developme nt_Manual.pdf I look forward to working with you on this, and will continue to do so through the normal DRB process. Also, if you have any comments on the stormwater overlay district requirements afterwards I'd like to hear them. We continue to try and refine the district and plan to someday expand its boundaries. -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility Phone: (802) 658 - 7961 -----Original Message ----- From: Doug Hewitt[mailto:Dhewitt@summitengvt.com] Sent: Wednesday, April 20, 2011 1:54 PM To: Tom Dipietro Subject: Heritage Automotive Stormwater Design Tom, Heritage Automotive is in the permitting process for improvements to their site. This includes the application to amend the coverage under the state's General Permit 3-9015. The parcel is designated as being within the Stormwater Management Overlay District that is associated with Bartlett Brook. Our site discharges to the municipal system in US Route 7 that doesn't drain to Bartlet Brook. Are there standards above what is required by the state that will apply to the modifications to the design? Let me know what you think, Doug Hewitt, P.E. Summit Engineering, Inc. 50 Joy Drive, So. Burlington, VT 05403 Ph: (802) 658-5588 Fax:(802) 658-3629 dhewitt@summitengvt.com 5/11/2011 J Board members were OK with the height waiver. They were also OK with combining preliminary and final plats, at the developer's risk. 5. Site Plan Application #SP-11-06 of Cardinal Woods Cluster 1 et al for a project described as the rehabilitation of existing storm water infrastructure to conform to the State of Vermont's "best fix" standards, Hayes Avenue: Mr. Fuqua, representing the Homeowner's Association, said they had a storm water permit which has since expired. There are no new regulations because this in an impaired watershed. The city will accept the responsibility for the system if the homeowners bring it up to current rules. This plan does that. Mr. DiPietro noted he has worked with the Association to"(kevelop these plans. They are working to get grants to cover some of the costs. ,lien the whole package is together, construction will begin. That could be this summer or next spring or fall ,In Mr. Richardson, representing the owners of Timberiane, said they want to be sure water goes downhill since they have a flooding problem every year. They would like to see a profile of where the water goes. Mr.'DiPietro said he can take a look at it. He noted that some of the flooding problem has been fixed. He stressed that nothing they will do in this project will make any problem worse. Mr. Richardson asked about a pipe in an area he indicated and asked where that water goes. Mr. DiPietro said he knows that area, and if it is city property, they :will, address the problem; if not, ;he will find out whose property it is.. Ms. Quimby moved to approve Site Plan Application #SP-11-06 of Cardinal Woods Cluster 1 subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. ' x:l G71 Sketch Plan Application #SD-11-04 of Heritage Automotive Group, Inc., to amend a planned unit development consisting of a multi -building complex used for auto sales, seivice and repair. The amendment consists of a three phase project to include: 1) the construction of a private on -site above ground fueling station, 2) ' replacing an existing 8715 sq. ft. automotive building with a 35,032 sq. ft. automotive service'`building, and 3) the construction of a 600 sq. ft. faeade feature to an existing sales building, 1580-1620 Shelburne Road: Mr. Hewitt showed the existing site, including the vacant building that will be removed. Three of the four sides of the PUD have road frontage. They propose to install an above- ground fueling station and also install a faeade modification for the sales building. Mr. Hewitt said they meet all building and lot coverages as a PUD. They are at 69% lot coverage. The site today doesn't meet the 30% front yard setback. This project will bring that into compliance. DEVELOPMENT REVIEW BOARD Page 4 of 6 MARCH 1, 2011 The site is allowed 771 peak hour trip ends, The proposed use is for 685 peak hour trip ends. They are well within the allowable parking numbers. Water and sewer will be connected to on -site services. Mr. Hewitt indicated the areas for display of new vehicles. He stressed that this is "display area" and does not conflict with the city's rule of no parking in fronts of buildings. Mr. Dinklage asked if the Board can approve display parking. Ms. LaRose said the DRB has the option to approve it. Mr. Hewitt said they now have 40 display parking spaces and are asking for 43 with the new plan. Mr. Dinklage asked about a sidewalk from the new building to Shelburne Road. He felt there needs to be a safe access. The applicant said they can do that. Mr. Stuono asked if there is a way to change the building orientation so the repair bay doesn't face Shelburne Rd Mr. Dinklage either that or rpake it more attractive. The applicant said they might L °se ething interesting form=wise. Mr. Birmingham had no issue with the building. He noted the whole area is for car dealerships. The applicant noted they are limited by Toyota's requirements for all of their dealerships. The applicant nbted''that all parking lots will stay the same with the addition of 2 new islands. He said they won't add islands just to get to the 10%. He showed one display area where some additional landscaping is possible. Mr. Behr suggested another. The applicant also noted they have had a non -complying sign. The new sign will solve that, but they asked that the^existing sign remain until the new one is installed. Members were OK with display parking in front as proposed and with trying to get some green space in that area. 7. Final plat Application #SD-11-05 of Point Five Burlington, LLC, & Germania, LLC, to amend a previously approved planned unit development consisting of: 1) 425 residential units it eight buildings, 2) a 91-unit congregate housing facility, and 3) a 4,420 sq. ft. expansion of an indoor recreation facility. The amendment consists of: 1) adding the property at 514 Farrell Street to the PUD, 2) merging the lot at 514 Farrell Street into adjacent lot #14 to create a 0.92 acre parcel, and 3) adjusting the boundary lines between lots #14 and #15, 514 Farrell Street.: DEVELOPMENT REVIEW BOARD Page 5 of 6 MARCH 1, 2011 The Other Paper April 28, 2011 PUBLIC NOTICE PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hear- ing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on May 17, 2011, at 7:30 p.m. to consider the fol- lowing: 1. Final plat application #SD-11-15 of Grant Linnell & Karina Perusse to amend a previously approved two (2) lot subdivision. The amendment con- sists of: 1) adjusting the boundary line between the two (2) lots, 2) extend- ing a landscaping easement to the west, 3) extending the building enve- lope on lot #2 to the west, and 4) add a height restricted envelope on lot #2, 1435 Spear Street. 2. Preliminary & final plat application #SD-11-17 of Queen City, LLC to amend a previously approved plan for 6920 sq. ft. of general office use in two (2) buildings. The amendment consists of a planned unit development result- ing in the following: 1) a mixed use building consisting of three (3) multi- family dwelling units and 2429 sq. ft. of general office use, and 2) a 6708 sq. ft. detached accessory building for general office use, 434 Shelburne Road. 3. Conditional use application #CU-11- 02 of O'Brien Meadowlands, LLC for 5,000 sq. ft. of funeral home and mor- tuary use (crematorium) in unit#7, 472 Meadowland Drive. 4. Preliminary plat application #SD-11- 18 of Heritage Automotive Group to amend a previously approved planned unit development consisting of a multi -building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the con- struction of a private on -site above ground fueling station, 2) replacing an existing 8,715 sq. ft. automotive build- ing with a 35,032 sq. ft.-automotive service building, and 3) the construc- tion of a 600 sq. ft. fagade feature to an existing sales building, 1580-1620 Shelburne Road. Mark Behr, Chairman SB Development Review Board Copies of the applications are avail- able for public inspection at the South Burlington City Hall. April 28, 2011 TAG SALE Community Lutheran Church Annual Flea Market: Friday, April 29 from 9 a.m. - 6 p.m., Saturday, April 30 from 9 a.m. - 3 p.m.,1560 Williston Road, SB. 864-5537 "Huge" semi -annual PTO Tag sale: Orchard School, SB, to Ben- efit SLIMY (Sustainable Living Initiatives Motivating Youth). 2 Baldwin Avenue (behind The Goodwill on Shelburne Road) Friday, May 6111, 3-7 p.m. and Sat- urday, May 7`h, 8 a.m.-2 p.m. Any questions, please contact Mary Gleason 863-3395. a YARD SALE: Huge multi -family sale. 87 Butler Drive, SB. 8 a.m. - 2 p.m. Saturday, May 71'. WANTED SB CLASS OF 1976 GRADUATES: Please help us to locate the fol- lowing classmates: Diane Bowker, Francis Gouchoe, Fausto Caimi, Karen Case, Jim Hamell, Lori Case, Robert Hamilton, Stewart Engleman, Rick Jarvis, Jamalle French, Kathleen Kelleher, Bill Gallant, Alf Kristiansson, Corry Glade, Frank Ladd, Aileen Ladue, John Magnus, Steve Milne, Maryellen Murphy, Nancy Murray, Linda Prescott, Cynthia Rogers, Tom St Louis, Roy Sandoval, Don Sheffield, Kelly Shea, Sara Poitras, David Corliss, Michael Jarvis, Patty Chamberlain Gen- tile, Linda Hibbard, Kathy Lin- coln Meltzer, Brian Fleming and Stuart Tabakin. Call 802-238-7884 and leave mes- sage with update or mail to Class of 1976. P.O. Box 2095 S. Burlington, VT 05407-2095. All Class of 1975, 1976, 1977 SB stu- dents are invited to attend S.B Class of 1976, 35thReunion.The event will take place June 25ffi at the Double Tree Hotel. Visit our webpage at http: / / consultwithvip. com/ reunion. (04/28) VOLUNTEERS NEEDED TO DE- LIVER FOR MEALS ON WHEELS: Are you free between 9:45-11:45 am on the third Thursday of the month? Want to deliver a meal and a smile to the home bound in Burlington/Williston Rd? Contact Diane, 863-31 more details on how you come a regular or sul driver/runner for this cause. (04/14) Vermont Fusion Girl's L Basketball Team has a fe ings for 101h and 11th € Practices in So. Burling Charlotte. Contact Julie at jmclayton34@yahoo call 233-1993 for more ii tion. (04/14) LOST Clip -on chandelier earr ange and yellow. Rewai 4377 (04/28) Nikon camera case wi photo lens. Possibly near Please call 658-0465. (041 FREE Free classical violin mu; beginner organ. 651-0854 ROYAL TYPEWRITER, cir will need servicing. 8( (04/14) FOR SALE CHAIRS: Wingbacks. BL color. Gently used. $5 238-9233(04/28) CLAPBOARDS: Used ced boards, painted white side, 10-inch quarter western red cedar. Large removed, cleaned and sty dry location, remove( home in SB. Also, alui corners for clapboards. foot. 863-5134 (04/28) HP SLIMLINE s7421C: pentium M processor. 1( 250 GB hard drive, D'� Windows XP media cen- tion (freshly installed a dated). Includes AV antivirus and Open Offi ductivity suite. 864-6670 ITEMS: Rancilio Silvia e: machine and Rancilio burr grinder. $475 for tl 652-9897 (04/14) Robert M. Berman c/o Instrumart 35 Green Mountain Drive South Burlington, VT 05403 February 16, 2011 City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 RE: Change of Address Notice Hello, Please note that I have recently changed my mailing address. Please update your system, my new and current mailing address is: Robert M. Berman c/o Instrumart 35 Green Mountain Drive South Burlington, VT 05403 Please do not continue to send mail to my previous mailing address (9 Vale Drive). Thank you in advance for your prompt attention to this matter. /Sincey, Robert M. Berman CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 24, 2011 \drb\staffcomments\2011\SD_11_04_1580ShelburneRoad_ Application received: January 26, 2011 HeritageAutomotive 1580-1620 SHELBURNE ROAD SKETCH PLAN APPLICATION #SD-11-04 enda #6 Owner/Applicant Heritage Automotive Group Inc PO Box 1100 Burlinqton, VT 05402-1100 Meetinq Date: March 1, 2011 Architect/Contact Property Information Sheila McIntyre 15.74 acres Summit Engineering Commercial 2 Zoning District 50 Joy Drive South Burlinqton, VT 05403 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 04 1580ShelburneRd HeritageAutomotive Heritage Automotive Group, Inc, hereafter referred to as the applicant, is requesting sketch plan review to amend a planned unit development consisting of a multi -building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the construction of a private on -site above ground fueling station, 2) replacing an existing 8,715 sq. ft. automotive building with a 35,032 sq. ft. automotive service building, and 3) the construction of a 600 sq. ft. fagade feature to an existing sales building, 1580-1620 Shelburne Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on January 26, 2011 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements C2 Zoning District Re uire Proposed Min. Lot Size 40,000 SF 15.74 acres Max. BuildingCoverage 40% 16.47 0 Max. Overall Coverage 70% 69.3% Min. Front Setback 50 ft. >50 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. 1 Front yard coverage Shelburne Rd 30% 30% Front yard coverage Green Mountain Drive 30% 22.8% zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 1. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 1drblstaffcomments\2011\SD 11 04 1580ShelburneRd HeritapeAutomotive 2. The City Engineer shall review the plans prior to preliminary plat approval 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. 3. The site plans shall be revised to show erosion control plans as part of the preliminary plat application. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the five (5) buildings in the larger PUD is proposed via seven (7) existing curb cuts on both Shelburne Road and Green Mountain Drive. There is good circulation around the existing and proposed buildings. The Board may wish to discuss whether it would be of any value to consolidate any of these curb - cuts. 5. The Board may wish to discuss the number of curb cuts to the property Parkinq Based on 111,934 SF of automotive sales use, 224 parking spaces are required. 225 spaces for customers and employees are provided. A note on the plan indicates that there are 318 spaces for customers and employees, yet the plan designates only 225 for this purpose. The sheet should be revised with the correct number. 508 striped parking spaces are provided on site, along with 408 un-striped spaces. 6. Sheet S-1 should be updated to reflect the accurate number of parking spaces available for customers and employees. Traffic This property is located in Traffic Overlay Zone 3 which allows the property to generate no more than 771 vehicle trip ends during the PM Peak Hour. The existing use is estimated to generate 230.05 vehicle trip ends. The expansion of 26,317 square feet of automotive sales use (LUC 841) will result in an additional 68.16 pm peak vehicle trip ends, for a total of 298.21 pm peak vehicle trip ends. . The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 04 1580ShelburneRd HeritageAutomotive There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the C2 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. This is among the densest and most urban areas in the City. Large areas of open space would be uncommon and unfitting. Still, the project is in compliance with overall coverage limitations. 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. 7. The South Burlington Fire Chief should review the plans and provide comments for the proposed development, prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject PUD has direct road access on three sides. It has only one neighbor to the north. There would be only limited value in a connection to this property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. The plans could be improved by providing pedestrian connections from the buildings and/or lots to the sidewalk along Shelburne Road. Staff recommends at minimum a pedestrian connection from the newest building to the sidewalk on Shelburne Road. Additional provisions are also highly encouraged. 8. The plans should be revised to provide pedestrian accessibility from the lot to the Shelburne Road sidewalk. 9. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblstaffcomments\2011\SD 11 04 1580ShelburneRd HeritageAutomotive 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: Relationship of Proposed Structures to the Site (1) 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. Staff has already stated that the plans should be revised to include pedestrian connections. Staff has also already addressed the adequacy of the parking proposed and provided. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 04 1580ShelburneRd HeritageAutomotive interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. Staff finds that the parking is mostly in compliance with the land development regulations, except where vehicle storage and parking areas become intertwined, specifically to the front of the new service building. The Board should discuss whether the 40+ striped spaces for vehicle parking meets the intent or letter of this portion of the bylaws. 10. The Board should discuss whether the standards regarding parking to the front of the building have been met by the subject application. c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. There is very little parking between buildings Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 11. The applicant should submit architectural details with the preliminary plat plans. It is unclear if the portion of the building fronting on Shelburne Road will be the front, side, or rear. Service doors should be discouraged from fronting to the road. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details with the preliminary plat plans In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 04 1580ShelburneRd Herita-eAutomotive The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed this issue Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show proposed dumpsters or other waste facilities, adequately screened Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans show adequate snow storage areas for the subject property. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 12. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 13. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 14. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\SD 11 04 1580ShelburneRd HeritaaeAutomotive Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 15. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. Other 16. The preliminary plat plans shall show all ground mounted HVAC units, utility cabinets, and generators. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the preliminary plat application. Respectfully submitted, Cathy n LaRose, AICP, Associate Planner N sta.t,ndc Panda : asay. � _ _ e O N/F lox Syet— Cap. NIT DX S)•t.m. 07,p. 1 - N/F - 1`111a9dli PnV-6es, LLC � I Laren 1 j'... - - —Property/R.O.W. Line ---------Eoaement Unit ---------Setback 1 0 Monument Found f _ Iron Pipe Found I �, 0 Iron Rod Found Utility Pole i • Manhole ■ Catch Basin (square) • Catch Basin (round) 1 M Monitor Well b Hydrant I 0 Existing tight Pole •' Proposed Light Pole •c Gote Valw 'I •0 Gas Valw a Sign ■ Telephone Box i • Curbstop ap. Customer Parking ODeckluous Tree (unspecified species) O M Maple Tr - OW Red Pine Tree Nhlte Pine Tree O AP Apple Tree i O SN Shrubs Treeline/Shrubs b Handicap Parking I saw — Rkn-4755 fir.-46ti4 SHELBURNE N/F � MMhent C. 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(eat) 658-5588 F- (502) 658-3629 SOUTH BURUNGTON, VT © 1"�50' C.— h �rbod,. US Routs 7 (50 fast) - 41.000 SF Po,kbq and Dr 16,970 SF EWafhp - 4r. 4X -4700 SF P ed to. rzz7a ff Jo.oX LY..n Mountain adw (JO rwt) - 44579 SF Porkhq and CrM. 10,340 SF Eri.thp - 21.JX 7sr vn,00 w - r.sX turd rr,0,oeo sF 22.eX Nw S. 8.4dhq - 24' Nor Toyota Sdes Foceds - 27' Cantu ld 2 Z-A,q O6 Mct •ALrA satyr - Nrnap. craw- f+r A.,enn mph.. -ha MG ear.d 12/5/2001. am or 9.�ad w Pogo, Nr/t776 A g. 25,tikits I571 Aaea hdiMd,d Portia Vd. 194, Pa 330 B45 A— Vd. 194, Pg. JJ2 Vd. 199, Pg. its 2.98 A — Vol. 214. Pq. 451 2.42 A— Vd. 280, Pq. 134 1,89 Aaw 15.74 Aa is Totaf Or Ak119CW O47E N/F Uwwr 9A7E Antonio B. Pomer/eau, LLC NPN/G00 OVERALL SITE PLAN 1/20/11 DFH L44AMTNG A/0. GRAPHIC scAl> AFAN HERITAGE AUTOMOTIVE GROUP $j NPN SUMMIT rzni ERINO, INC aA<orm EnaM.ere •curve . Plenne.. • crwec A.dr6ecb RROrcr NO I IN 7asr ) saltE� South Burl ngt nJoy 0,r Vr 05403 Iw GREEN MOUNTAIN DRIVE 8102 1 > h - ro ee AXF NA/L- A71A177 B... (eat) 658-5588 F- (502) 658-3629 SOUTH BURUNGTON, VT © 1"�50' N 9tahpak Pane P&-9dfl Properties, LLC pl- ll N� ba, ac Ndf 1 Rabat Ba�inm LLC • I a9d Prgtrrt , GNS Redty, L1P I 1 s - \ ----------- --------- --`------------ o G R E E N M O U N T A I N-----94--*-E----*--------- I------�------------------- �I ------ 1 ' ,r\ _ EL ZZL NA �\ ARC13 y �.. 4L. ..ate-'' /OX Sptems Carp. , I/7�-r.,�"+'" -.... roup I I I I Heritage G Otfi orehouse lD kn XSYatsm Corpavf NIT OX 5iwteme Cory. Legend \: - - Property/it.O. W. Line I ------Easement Line ^q-.- Setback 1 a Monument Found a Iron Pipe Found I e Iron Rod Found 1 . 0 Utility Pole i • Manhole I „ m Catch Basin (square) 1 • Catch Basin (round) I , M Monitor Well 4 Hydrant I 0 Existing Light Pole Proposed Light Pole • Cots Vdw ®c Gas ✓olw i Sign I m Telephone Box Curbs top I cP Customer Parking Q Deciduous Tree (unspecified species) i O N Maple Tree ORP Red Pine Tres 0- *hits Pine Tree 4 y 1 (DAP Apple Tree e SH Shrubs 1-,,,-.,.1-d1 Treelkre/Shrubs i 1 AS Handicap Parking I ' S H E L B U R N E R 0 A D N� _DOS LLP — _ _ — _ _ — _ _ —I _ — _ INPAar,f GNL�..h, iruatw Mtonb B. Pomaneau, lLC I 1 GRAPHIC SCALE IN FM t i-h - 50 tL fXE NAM: S77Rd? a I N I ACT P6a Mp s =o" Eowrnwrt LLQh��bnnn Nantoh Pow N7, Pp. 303 1 41 `I �I 9 �I I I Nf) ACT PbelaMp I I (DECEIVED JAN 2 6 2011 PARKING City of So. Burlington Q75/WC PARKING LLttamr, Saint. and Employes 377 51 Sda. 127 Mwnfery Parkip M7 Handk'¢ Spaces 1 TO&. SOB IOB Note.' I.hafrbed pakh9 wfh f d eom a.r photcvvpha RE5 f— PARKING Hmdkap 5p— 4 $ace. par 100A Qmf , S rWl and Employee - B Sbocw !p[d Mw 6 ,,647 SF - 15.74 Amp Cawaae ln/ ptlm liu/dh9e: Bi DIJ 5'F Exbter9 -I24X Paromwt: J54702 W Exbth9 -52JX Combi-d /mpaMov.: 44J745 SF Exbth9 -64.7X Tofd MrperMara 44J,745 Si Exbth9 -64.7X 6.-Space. 241,902 SE ExbHn9 -35.3% c.— b Sat6 As US Route 7 (50 bet) - 41,000 SFPa bg and Orfw /7,000 Sr Exbthg - 41.4X bear Mounfoh Ddw (JO {.ef) - 48,579 Sec P.*ft and Dd- 10,340 W Exh0h9 - 21.JX Cmmnarc/d 2 Zmh9 D4.6* Reramcv P/m: "ALTA S y - Fb ft G,wp" by S ft En9haarh9, Nc doted 12/5/2001. Omer o{ Rxvd: He faagqee Mtomot/ro (soup, hc. Vd. 776, P9. 281 15.74 A— Ia . 194 Pmce/a 1A,; P9. JJO 6.4 8.43 Acres Va, I99, Pg JJ2 2.9 1A P9. IIB 2.98 Acres 114, P9. 45/ 2.42 Acre. Va. Vd. 284 P9 1J4 1 Ac .a 15.74 Arose Totd NPNm cESVI FH p4AMV� NPN SUMMIT ENOINEERINO, IN Enpn.ea • Surveyors . Plennws •Landscape NCM1tt[ p'Fprm DFH 50 Joy Dr1w South Burlington, Vr 05403 (802) 658-5588 fax (802) 658-3629 scALE AY'i2CCW OAJE EXISTING CONDITIONS PLAN °q'F 1 /20/11 °R.4N/NG NO HERITAGE AUTOMOTIVE GROUP El N PRQECT NO GREEN MOUNTAIN DRIVE p l oL O 1 SOUTH BURLINGTON, VT 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100 #(802) 863-1485 (p) 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Vol. 280, P . 134 3) APPLICANT (Name, mailing address, phone and fax #) Same as above 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Sheila McIntyre, Summit Engineering, Inc., 50 Joy Drive, South Burlington, VT 05403 #(802) 658-5588 5a) CONTACT EMAIL ADDRESS smcityregsummiten vt.com 6) PROJECT STREET ADDRESS: 1580 —1620 Shelburne Road, South Burlington, VT 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01580; 1540-1600; 1540-1620; 0720-00030;0720-00040 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): To construct in potentially 3 phases: I) private on -site, above ground fueling station: II) replace an existing 8,715 sf automotive building with a new 35,032 sf automotive service building-, and III) construct a new 600 sf facade feature on the existing sales building. All phases to include associated improvements to site parking, circulation, storage and displa areas. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b) Existing Uses on Property (including description and size of each separate use) Automotive Sales and Service in 5 separate buildings on 5 separate parcels totaling 15.74 acres. c) Existing Uses on Property (including description and size of each separate use) see "b" above d) Proposed Uses on property (include description and size of each new use and existing uses to remain) All existing uses to remain. Construct private on -site, above ground fueling station, replace an existing 8,715 sf automotive building with a new 35,032 sf automotive service building, construct a new 600 sf fagade feature on the existing sales building_ e) Total building square footage on property (proposed buildings and existing buildings to remain) Existing buildings total 85,043 sf. The net gain in building area will be 27,360 sf for a new total of 112,403 sf. f) Proposed height of building (if applicable) The new service building will be 24 ft and the new fagade on the sales building will be 27 ft in height. g) Number of residential units (if applicable, new units and existing units to remain) N/A h) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Stormwater Management Overlay District, Traffic Overlay District Zone 3 — Balance of Restricted Roads. 9) LOT COVERAGE a) Building: Existing 12.4 % Proposed 16.4 % b) Overall (building, parking, outside storage, etc) Existing 64.7 % Proposed 69.3 % c) Front yard (Shelburne Rd.) Existing 41.4 % Proposed 30.0 % c) Front yard (Green Mtn. Dr.) Existing 21.3 % Proposed 22.8 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Utility easements. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Water and sewer lines will be extended on site to serve the proposed facility. Sketch Plan Application Form. Rev. 12-2010 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 13) ESTIMATED PROJECT COMPLETION DATE September 2013 14) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 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. L� LI SIGN OF AP ICANT SIGNATURE OF PROPER4 OWNER Do not write below this line DATE OF SUBMISSION: b // I have reviewed this sketch plan application and find it to be: The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2010 Adjoining Property Owners: Heritage Automotive Group 1580 — 1620 Shelburne Road Owner/ Applicant The Heritage Group 1580 Shelburne Road South Burlington, VT 05403 Tax Map No's. 1540-01580 — 1540-01600 — 1540-01620 — 0720-00030 — 0720-00040 Adioiners - 1/20/11 IDX Systems Corporation P.O. Box 4900, Dept. 201 Scottsdale, AZ 85261-4900 Tax Map No's. 0915-00040 — 0720-00025 MDT Partnership 1650 Shelburne Road South Burlington, VT 05403 Tax Map No's. 1540-01650 — 0720-00005 Millicent C. Lash, Trustee 1515 Shelburne, Road South Burlington, VT 05403 Tax Map No. 1540-01515 Antonio B. Pomerleau, LLC 69 College Street Burlington, VT 05401 Tax Map No. 1540-01525 DBS Limited Liability Partnership c/o Goss Dodge 1485 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01485 Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, VT 05407-2009 Tax Map No. 0720-00055 GMS Realty, LLP 5452 US Rte 5, Suite G Newport, VT 05885 Tax Map No. 0720-00045 Robert Berman, LLC 8 Leroy Road Williston, VT 05495 Tax Map No. 0720-00035 Starbuck Pammella & George Trust 147 West Shore Road Grand Isle, VT 05458 Tax Map No. 0720-00075 Shearer North, LLC 1675 Shelburne Road South Burlington, VT 05403 Tax Map No. 1540-01675 erz. Web: www.heritage%A.com April 24, 2001 Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ray, Enclosed are sign permit applications for our Ford Facility. These are replacement signs with the exception of the "Service Drive" wall sign. These new signs are an effort to meet new standards from Ford for updating our facility. The following is a list of sizes for old signs and their replacements: "Ford" pole sign "Used Car" pole sign "Collision" pole sign "Heritage Ford" wall sign "Service Drive" wall sign Current 119 sq. ft. - 20 sq. ft. 30 sq. ft. 60 sq. ft. Replacement 100 sq. ft. 22.5 sq. ft. 31 sq. ft. 66 sq. ft. 16 sq. ft. If you have any questions regarding the applications, do not hesitate to call me at 865- 8293. Sincerely, David Barch FORD 70YOTA. 865-8100 865-8200 865-8110 CLASSIC CARS COLLISION PMEMTE AUTOSHINE 865-8110 865-8170 865-8185 1580-1620 Shelburne Bd., So. Burlington, VT 05403 j Mailing Address: P.O. Box 1100, Burlington, VT 05402-1100 F-Mail us on the Internet at. heritage@together.net Permit Number WW- - 2 '> { City of South Burlington, Vermont Application for Wastewater Connection Property Owner: -� a ,,-�,; ��, , Phone: S1 I L Address: p Applicant:_ Address: Project Location: :Residential ❑ Commercial ❑ On -Site Septic Person or firm doing the work: t,!, - Address: �)xeWn Ot newer t onnectlon (ror Inspector Use Unl In consideration ofthe granting ofthis permit, the undersigned agrees: Phone: 1 f Phone: qC• 3 G I. To accept and abide by all provisions ofthe Sewer Ordinance, as from time to time amended, ofthe City of South Burlington, and all other pertinent ordinances or regulations that may be adopted in the future. 2. To maintain the building sewer at no expense to the City. I To notify the Department of Public Works when the sewer is ready for inspection and connection to the public sewer before any portion ofthe work is covered. 4. To notify the Department of Publ' WorkZ;�;.z"4 two (2) w 'ing days in advance ofthe requested time for sewer insp on. Call 658-7961 for an appoint t. Applicant Signature: Date: 6'5 C✓ Inspection Fee: Recording Fee: - Application: ❑ Rejected Code Officer SignatDate: Date of Inspection: Inspector's Signature: 3s, , as o 45. � Planning Conzadssion Meedng zne 12, 2001 Page 1 of 6 To: South Burlington Planning Commission From: Juli Beth Hoover, Director of Planning & Zoning RE: June 12, 2001 Agenda Items Date: June 7, 2001 SCHEDULE TUESDAY, JUNE 12TH 3. Public Hearing: Appeal of Code Officer's Decision denying Sign Permit application # SN-01-24 , Heritage Motors, Inc.,1580 Shelburne Road 4. Public Hearing: Appeal of Code Officer's Decision denying Sign Permit application #SN-01-21, Heritage Motors, Inc.,1600 Shelburne Road 5. Public Hearing: Proposed Zoning Amendment to add "Artist Production Studios" as a permitted use in the CD district and a conditional use in the IC district 6. Public Hearing: Proposed Amendment to the Subdivision Regulations to change "Planning Commission" and Zoning Board of Adjustment" to "Development Review Board" 7. Review draft zoning and subdivision regulations for Central District TUESDAY, JULY 10TH ® View Protection overlay district ® Set up schedule for zoning code overhaul • Central District zoning/subdivision changes TUESDAY, JULY 24TH 4 Central District zoning/subdivision changes ® View Protection Overlay District changes TUESDAY, AUGUST 14TH ® Public Hearing: View Protection Overlay District ® Public Dearing: Central District Agenda Items: Agenda Items #3 & #4 -- Public Hearing: Appeal of Code Officer's Decision denying Sign Permit application # SN-01-24 , Heritage Motors, Inc.,1580 Shelburne Road and #SN-01-21, Heritage Motors, Inc.,1600 Shelburne Road Under the current version of the Sign Ordinance, it is the Planning Commission that hears appeals of sign permit denials. Planning Commission decisions are appealed to Superior Court. Ray will be present on Tuesday. His memo is attached. Fla ng Commis,5-ion i 'eefyrgj ne 12 '7001 Pam 2of6 Agenda Items #5 and # Public Dearing can Subdivision Regulations and "Artist Production 'Studios" This is the public hearing on replacing "Planning Commission" and "BA" with "Development Review board" in the Subdivision Regulations, adding a definition for "Artist Production Studios," and allowing "Artist Production Studios" as a permitted use in the Central District and a conditional use in the Industrial/Commercial district. Agenda Item #7 — Central District ,honing & Subdh lion Changes We have three pieces to tackle on the Central District zoning: 1. New "Master plan" and "site plan phase" provisions in the subdivision regs 2. Amended specific development standards for C131 in the zoning regs. 3. Amended building envelopes in the CI32 and C 33 districts, in the zoning regs. Attached is a draft of changes addressing #1 and #2. This is plenty for now so well get to #3 later. What the proposed regulations set up is: 1. "faster Plan" and "Site Plan Phase" permits under the Subdivision Regulafons. Under this provision an applicant submits and gets: a. A master plan for the property, specifying road layouts, infrastructure, stormwater treatment or "green infrastructure," wetland areas and buffers, vehicle trip end maximums, other areas for permanent conservation, total proposed coverage for the entire property, total sewer capacity requested for the property, and other major features of the plan. b. A "site plan phase" permit for whatever chunk of the property is proposed to be developed. This phase would include site plan level detail, specifying lot layouts, building footprints, building heights, landscaping, dedicated open space areas, public amenities, and densities for areas of a property that the applicant proposes to develop at the same time as or soon after a master plan is approved. Both a and b would be handled using the existing subdivision process and all of its rules for decisions, public hearings, notice to abutters, etc. The site plan standards in the zoning regulations would apply to the "site plan phase" review. 2. Site plate pewits under the Zoning Regulations. The site plan approval process would not change but we are proposing changes in standards, listed below. Once a master plan is submitted and approved, site plans can be submitted for any approved lot at any time. 'These would be reviewed against an "umbrella permit" for sewer, vehicle trip ends/parking, FAR for the site and for the whole property, coverage for the site and the whole property, I RiannZing Commission Jkheeu ngjfmne 12, 2001 Specific site plan standards proposed for discussion: s Building Coverage Total Site Coverage MT ug Faridng Waiver Cim-ent 35,000 SF Oa Ft. 20ft. front, 5 ft. side 65 ft. pitched, 45 ft flat FAR.8/13 vAth amerides 40 du/acre 40% buildings, 90% overall 1*,bne ✓0,70 3 of6 FwFosed ZIOTo Facades along public streets lib- ft. 79green", 85 ft. other FAR . .5 overall w/amenities FAR up to 8.0 on indiv. parcel 40 du/acre 80% buildings, 95% overall Planning Commss-ion lWeehngJaane 19 2001 Paze 4 of To: Planning Commission From: Fay Belair, Administrative Officer Re: Heritage Motors, Inc. Date: June 7, 2001 Heritage Motors, Inc. has appealed my decision to deny sign permits #SN-01-21 and #SN-01- 24 (see attached). Sign Permit #SN-01-21 This application is to replace an existing 119 square foot free-standing sign with a wall sign that is 156.25 square feet in size, as measured by staff. The application states that the proposed sign is 100 square feet. The existing 119 SF sign is a non -conforming sign due to the fact that Section 8(d)(2) of the sign ordinance limits the size of a free standing sign on this property to 65 square feet (29,718 square foot building with 355 feet of frontage). Section 22(d), Non -Conforming Signs, requires that when a non -conforming sign is altered as to size and/or height, the size and/or height of the sign must be reduced by at least 25%. This would bring the allowable size of the sign down to 89.25 square feet. Due to the fact that the size of the sign was not being reduced by 25%, the application was rejected. The height of the sign is not an issue. The proposed sign is proposed to be 19 feet 9 1/2 inches high, which is permitted. Sign Permit #SN-01-24 This application is to replace a 20 square foot free-standing sign with a 55 square foot sign as measured by staff. The maximum size of a sign allowed for this property is 40 square feet. This application indicates that the proposed sign is 31 square feet. Staff measures the proposed sign to have an overall size of 55 square feet. The applicant, in calculating the size of the sign, failed to include the square footage of the cladding which on this sign adds 22 square feet to the dimension of the sign. The applicant incorrectly calculated the upper portion of the sign as being 31 square feet. It actually measures 33 square feet, for an overall dimension of 55 square feet with the cladding. Staff includes the square footage of the cladding when determining the size of any sign because Section 8(d)(1) of the sign ordinance states that this sign "shall not exceed 40 square feet in overall dimensions." Since the entire structure is a sign, all parts must be included in the sign calculation. Therefore, because the proposed sign exceeded the size limitation of 40 square feet, the application was rejected. The height of the sign is not at issue since a 15 foot high sign is permitted. The proposed sign will not exceed this limitation. Flaiming Commission MeehWg jutze 12, Z®®1 5of6 PROPOSED AMENDMENTS to the SOUTH BURLINGTON ZONING REGULATIONS and ZONING MAP TEXT and COMMENTS Proposed additions to the text are shown in boldface. Proposed deletions are shown in stri1Fedwough. 1. Proposed amendment to the South Burlington zoning regulations to define "Artist Production Studios" and to allow "Artist Production Studios" as a conditional use in the Mixed Industrial and Commercial district and as a permitted use in the Central 1 and Central 2 districts. Proposed Text: Article XXVI, General Re _ ations 28.10 Specific Definitions 28.103 ALTERATIONS... 28.104 ARTIST PRODUCTION STUDIO. A building or portion thereof used for persons engaged in the application, teaching or performance of fine arts such as, but not limited to, vocal or instrumental music, dance, or the creation of original handmade art or craft items. 28.1045 BASE FLOOD -- Renumber from 28.104 on. Article XV, Mixed Industrial and Commercial District (IC) 15.10 Permitted Uses The following uses are permitted in the Mixed Industrial and Commercial District. 15.101 General Office 15.113 Artist production studio 15.1134 Accessory uses to uses listed above. Article XIV, Central District (CD) 5 Flanning Commission 1Mdeedng fume 12, 2001 Page 6 of 14.10 Permitted Uses The following uses are permitted in the Central District. All uses not expressly permitted are prohibited except those which are allowed as a conditional use. 14.101 Central Districts 1 and 2 - Permitted Uses (a) Retail and personal service uses that include, but which are not limited to, pharmacy, convenience grocery... (m) Artist production studios (fn) Accessory uses to the uses listed above. Comments: This definition is being added to reflect the Planning Commission's desire to encourage the location of enterprises involved in developing the visual arts, music, theater or dance within the Central District, and within the Mixed Industrial - Commercial District where the DRB finds that the proposed use is compatible with the character of the area. The Planning Commission has noted that many artist production enterprises require larger, less expensive spaces of the type available in the Mixed Industrial -Commercial district, and as such would allow these as conditional uses in this district. 2. Proposed amendment to the South Burlington Subdivision Regulations to change references to the "Planning Commission" to the "Development Review Board," reflecting the City's adoption of a Development Review Board structure in August,1999. Comments: This technical correction to the South Burlington Subdivison Regulations affects each section of the Regulations. The change is proposed to reflect the City's adoption of a DRB review structure. The text amendments will reflect that the Planning Commission retains jurisdiction pursuant to Section 406.1, Off -Site Sewage Disposal, to approve a sewer policy "...containing administrative guidelines for review of any proposed subdivision that are is awaiting certification of sufficient sewer capacity." A complete draft of the entire Subdivision Regulations with the proposed text changes to "Development Review Board" is available at South Burlington City Offices. 0 Permit Number SN- City Of South Burlington, Vermont Application for Permanent Sign Permit 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Heritaqe Motors, Inc- P.O Box 1100 Burlington, VT 05402 1100 865 8222 Fax 865-8279 — 2) APPLICANT (Name, mailing address, phone and fax #) David Be r a e r o n P.O. Box 1100 Burlington, VT 05402-1100 865-8190 Fax 865-8279 3) SIGN LOCATION (include business name, address, & phone #): uer i t agP Commercial Sales, 1580 Shelburne Road 865-8181 4) TAX PARCEL ID # (can be obtained at Assessor's Office) 15 4 0 - 0 1 5 8 0 5) SIGN ERECTOR (Name, mailing address, phone and fax #): Twin State Signs, 14 Gauthier Drive, Esses Junction 05452 872 8949 Fax 878 0200 7) DATE OF ERECTION Ma . 10 g o n i 8) SIGN DATA WALL. SIGNS (list size in sq, ft., illumination, & type Such as panel or cut-out letter) 1. 2. SIGNABLE WALL AREA (in sq. ft ): FREE-STANDING SIGN SIZE (in sq: 1): "TYPE OF ILLUMEgA nON: NOTE: A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and noting the dimensions of each sign. 9) BATE OF DESIGN REVIEW APPROVAL (if applicable): r 10) Applicant Signature: d - Date: 11) Signature of Land/Building Owned" _- bate: oeee0000eoveoeees®•oosoeoeo.•eoso•ee•eeevevveevvvveeeeeeeveeveeveeoee•eoeeevov Do not white below this line oee000eseeeeeeoveve000eeoeoeeeeseeveeeee•�evvwevveeee •eeeveeeeweeeseeseveesev Fee: Application eL�'R jected /�tf�"�'eOjllrpproved JA r Code Officer Signature: /-''' y` �( Date: . I = " 10°-11 5/16" No Text Permit Number SN- City oil South Burlington, V e=ant Application for Perinarlent Sign Pet 1) OVv` ER OF PECORD (Name as shown on deed, mailing address, phone and fax #) Heritage Motors, Inc. P.O. Box 1100 Burlington, VT 05402-1100 865-8222 Fax 865-8279 2) A..PPLICANT (Name, maili tig address, phone and fax #} David Bergeron P.O. Box 1100 Burlington, VT 05402-1100 865-8190 Fax 865-8279 3) SIGN LOCATION (include business name, address, & phone ft Heritage Ford 1600 Shelburne Road 865-810( 4) TAX PARCEL II) # (can be obtained at Assessor's Office) 15 4 0 -16 0 0 . c 5) SIGN ERECTOR (Name, mailing address, phone and fax #): Twin State Signs, 14 Gauthier Drive, Essex Junction, VT 05452 872-8949 Fax 878-0200 7) DATE OF ELECTION May 15, 2001 8) SIGNT DATA WALL SIGNS (list size in sq. ft., illumination, & type FREE-STANDING SIGN such as panel or cut-out letter) 1. SIZE (in sq: ft.): 100 sq. ft. 2. OVERALL HEIGHT: 20 ft. SIGNAl3LE WALL AREA (in sq. ft.): TYPE OF ILLUMINATION: NOTE: A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and noting the dimensions of each sign. 9) DATE OF DESIGN REVIEW APPROVAL (if applicable): 10) Applicant Signature: Date:' a 11) Signature of Land/Building Owner: Do not write below this lime - Date: 316 Fee: pplication: Z4ejected ❑ Approved Code Officer Signature: ,�.`' �'� Date: l2'-G" l9`-9 I�3^ ,Cladding / No Text Permit Number SN City of South Burlington, Vermont Application for Permanent Sign Permit 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Heritage Motors, Inc. P-0 Box 1100 Burlington, VT 05402 1100 865 8222 Fax 865-8279 2) APPLICANT (Name, mailing address, phone and fax #) David B e r g e r o n P.O. Box 1100 Burlington, VT 05402-1100 865-8190 Fax 865-8279 3) SIGN LOCATION (include business name, address, & phone #): HQ,-; t aqP Commercial Sales, 1580 Shelburne Road 865-8181 4) TAX PARCEL ID # (can be obtained at Assessor's Office) 5) SIGN ERECTOR (Name, mailing address, phone and fax #): Twin State signs, 14 Gauthier Drive, Esses Junction 05452 872-8949 Fax 878-0200 7) DATE OF ERECTION Ma y i . ? 0 n 1 8) SIGN DATA WALL SIGNS (list size in sq. ft., illumination, & type such as panel or cut-out letter) 1. FA SIGNABLE WALL AREA (in sq. ft.): FREE-STANDING SIGN SIZE (in sq. ft.): OVERALL HEIGHT: TYPE OF ILLUmNATION: NOTE: A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and noting the dimensions of each sign. 9) DATE OF DESIGN REVIEW APPROVAL (if applicable): n. 10 Applicant Signature: gnature: Date: lC 1i� 11)SignatureofLandBuildm Owner`-._; r_ g - Date. /11,4 ooee00000eosoeooeooeose00000woow000es00000000ee0000eoeoe0000eooee0000000eooeoe Do not write below this line ee0000000•e000000eeoe00000000000w0000000000000000000�,�00000000000000000woeeoow��' Fee: � .� Application: "ejected C Approved Code Officer Signature: J//Date: Li FO U-31 � `P-12.5 I T-8' 1 l 4'-3 3/4" 10'-11 5/16" ",*N I'ernit Number SN- C- - City Of South Burlington, Vermont Application for Permanent Sign Permit 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Heritage Motors, Inc. P.O. Box 1100 Burlington, VT 05402-1100 865-8222 Fax 865-8279 2) APPLICANT (Name, mailing address, phone and fax #) David Bergeron P.O. Box 1100 Burlington, VT 05402-1100 865-8190 Fax 865-8279 3) SIGN LOCATION (include business name, address, & phone #): Heritage Ford 1600 Shelburne Road 865-810( 4) TAX PARCEL 11) # (can be obtained at Assessor's Office) 154 0-1600 . c 5) SIGN ERECTOR (Name, mailing address, phone and fax #): Twin State Signs, 14 Gauthier Drive, Esser; Junction VT 05452 872-8949 Fax 878-0200 7) DATE OF ERECTION May 15, 2001 8) SIGN DATA WALL SIGNS (list size in sq. ft., illumination, & type FREE-STANDING SIGN such as panel or cut-out letter) 1. SIZE (in sq., ft.): 100 sq. ft. 2. OVERALL IMIGIIT: 20 ft. SIGNAELE WALL AREA (in sq. ft.): TYPE OF ILLUMINATION: NOTE: A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and noting the dimensions of each sign. 9) DATE OF DESIGN REVIEW APPROVAL (if applicable): 10) Applicant Signature: Date: 11) Signature of Land/Building Owner: Do not write (below this line Date: �®��a®��,®�®®®®®®®®®®�®ewe®®®®o®a��®®��®®®®��®e�®®®®e®®®®®�®�®®®®®�®®e•®®®®®®®® Fee: pplication: ejected ❑ Approved Code Officer Signature: '"`"` '' `? �� Date: FO F-100 > P-30 r-3 19`-9 1/2" 1 2' -61, j (,,, - 54' Gadding "-*N City of South burUngton Planning Commission 575 Dorset Street South Burlington, V' 05403 AGENDA Meeting at 7:30 PM Tuesday, June 12th, 7:30 PM City Hall Conference Room 1. Minutes of May 22, 2001 meeting 2. Other business and Director's report 3. public Hearing: Appeal of Code Officer's Decision denying Sign Permit application # SIFT-01-24 , Heritage Motors, Inc.,1580 Shelburne Road 4. Public Hearing: Appeal of Code Officer's Decision denying Sign Permit application #SN-01-21, Heritage Motors, Inc.,1600 Shelburne Road 5. Public Hearing: Proposed Zoning Amendment to add "Artist Production Studios" as a permitted use in the CD district and a conditional use in the IC district 6. Public Nearing: Proposed Amendment to the Subdivision Regulations to change "Planning Commission" and .honing board of Adjustment" to "Development Review board" 7. Review draft zoning and subdivision regulations for Central District Respectfully submitted, `juli Beth Hoover, AICP Director of Planning & Zoning NOTICE of PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION PLEASE TAKE NOTICE that the South Burlington Planning Commission will hold a public hearing on Tuesday, June 12, 2001 at 7:30 PM in the City Hall Conference Room, South Burlington City Offices, 575 Dorset Street, South Burlington, to hear the following: 1. Appeal of a decision of the Code Officer pursuant to Section 29 of the South Burlington Sign Ordinance denying sign permit application #SN-01-24 of Heritage Motors, Inc. for a 55 square foot free-standing sign. The permit was denied because the sign exceeds the 40 square foot maximum by 15 square feet. 1580 Shelburne Road. 2. Appeal of a decision of the Code Officer pursuant to Section 29 of the South Burlington Sign Ordinance denying sign permit application #SN-01-21 of Heritage Motors, Inc. for a 156.25 square foot free-standing sign which is 19 feet 9.5 inches in height. This permit was denied because the sign was not being reduced in size and height by 25% as required under Section 22(d) of the Sign Ordinance. 1600 Shelburne Road. Copies of the permits under appeal are available for inspection from 8:00 AM to 4:30 PM weekdays at the South Burlington Department of Planning & Zoning, 575 Dorset Street, South Burlington. William Burgess, Chairman South Burlington Planning Commission /7 May Rb, 2001 BURAK NDERSON MEL ONI PLC Counsellors at Law HAND DELIVERY Margaret A. Picard, CMC, Clerk City of South Burlington 575 Dorset Street South Burlington, VT 05403 Michael L. Burak° Gateway Square • 30 Main Street Jon Anderson Post Office Box 787 Thomas R. Mellon" Burlington, Vermont 05402-0787 Brian J. Sullivant Phone: 802 862-0500 Michael B. Rosenberg' Fax 802 862.8176 Daniel A. Seff" e-mail: attorney@vtlawl.com Jeremy I. Farkas# wwwvtlawl.com 'Also admitted in New York Montpelier Office: 74 East State Street tAlso admitted in Illinois Montpelier, Vermont 05602 *Also admitted in the District of Columbia 802 229-0466 #Also admitted in Massachusetts May 16, 2001 Re: Appeals to South Burlington Planning Commission: Permit No. SN-01-24 - Code Officer decision dated May 11, 2001 — Sign Application for 1580 Shelburne Road; and Permit No. SN-01-21 - Code Officer decision dated May 2, 2001 — Sign Application for 1600 Shelburne Road Dear Ms. Picard: On behalf of Heritage Motors, Inc. ("Heritage"), we are filing the enclosed two Notices of Appeal. These appeals are from the Code Officer's denial of Heritage's two Applications for Permanent Sign Permits at 1580 and 1600 Shelburne Road, respectively. Very truly yours, .E Brian J. Sullivan BJS/mmg Encls. S:\Client Matters\HO7850\7185TLetters\BJS - Clerk Notice of Appeal.doc V E D MAY 16M City of So. Burlington NOTICE OF APPEAL PURSUANT TO SECTION 29 OF THE CITY OF SOUTH BURLINGTON SIGN ORDINANCE Heritage Motors, Inc. ("Heritage"), by its attorneys, Burak Anderson & Mellon, PLC hereby appeals to the South Burlington Planning Commission, the decision of the Code Officer, dated May 11, 2001, denying the application by Heritage for a sign at 1580 Shelburne Road. We enclose a copy of the Application for Permanent Sign Permit ("Application") and Denial with this Notice. Heritage submitted the Application on April 18, 2001 and described the property on which the sign is to be placed as "Heritage Commercial Sales 1580 Shelburne Road" with tax parcel ID # 1540-1580 c. The Application sought approval for a sign, 31 square feet in area with an overall height of 15 feet. Pursuant to Section 29 of the City of South Burlington Sign Ordinance, Heritage is lodging this Notice of Appeal with the South Burlington City Clerk, accompanied by a check in the amount of $85.00 representing the appeal fee. Dated: May 16, 2001 Burlington, Vermont BURAK ANDERSON & MELLONI, PLC r By: -/L. AA Brian J. S an Attorneys for Heritage Motors, Inc. S:\Client Metters\H07850\71857\Legel\NOTTCE OF APPEAL 1580 PropertyAm Permit' aber SN �! City of South Burlington, Vermont Application for Permanent Sign Permit 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Heritage Motors, Inc. P.O. Box 1100 Burlington, VT 05402-1100 865-8222 Fax 865-8279 2) APPLICANT (Name, mailing address, phone and fax #) D a v i d Bergeron P.O. Box 1100 Burlington, VT 05402-1100 865-8190 Fax 865-8279 3) SIGN LOCATION (include business name, address, & phone #): Her i t an, e Commercial Sales, 1580 Shelburne Road 865-8181 4) TAX PARCEL ID # (can be obtained at Assessor's Office) 15 4 0 - 015 8 0 . C 5) SIGN ERECTOR (Name, mailing address, phone and fax ft Twin State Signs, 14 Gauthier Drive, Esses Junction 05452 872-8949 Fax 878-0200 7) DATE OF ERECTION 8) SIGN DATA WALL SIGNS (list size in sq. ft., illumination, & type such as anel or cut-out letter FREE-STANDING SIGN 1. SIZE (in sq. 8.): 31 s 2. OVERALL EEIGHT: SIGNABLE WALL AREA (in sq. ft.): TYPE OF ILLUMINATION: NOTE: A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and noting the dimensions of each sign- 9) DATE OF DESIGN REVIEW APPROVAL (if applicable): 10) Applicant Signature: 1 = v Date: ct C ' vP 11) Signature of Land/Building Owt� -�/�� / , !; Date: y1/'eu� •••••eeeee••e•eee••ao•ee•••••eee.••eeeeeeee••eee•ee•eeeeee••eee.ee•e••eeeeee•• Do not write below this line oeee•e••e•eee•eee•e•ee•••••e•e•e••ee••eeee•e••e•e•ee• ••e•e•eeee•e••eee••eeee• Fee: Application: ejected ❑Approved Code Officer Signature: I /,Od Date: �� NOTICE OF APPEAL PURSUANT TO SECTION 29 OF THE CITY OF SOUTH BURLINGTON SIGN ORDINANCE Heritage Motors, Inc. ("Heritage"), by its attorneys, Burak Anderson & Mellon, PLC hereby appeals to the South Burlington Planning Commission, the decision of the Code Officer, dated May 2, 2001, denying the application by Heritage for a sign at 1600 Shelburne Road. We enclose a copy of the Application for Permanent Sign Permit ("Application") and Denial with this Notice. Heritage submitted the Application on April 30, 2001 and described the property on which the sign is to be placed as "Heritage Ford, 1600 Shelburne Road" with tax parcel ID # 1540-1600 c. The Application sought approval for a sign, 100 square feet in area with an overall height of 20 feet. Pursuant to Section 29 of the City of South Burlington Sign Ordinance, Heritage is lodging this Notice of Appeal with the South Burlington City Clerk, accompanied by a check in the amount of $85.00 representing the appeal fee. Dated: May 16, 2001 Burlington, Vermont BURAK ANDERSON & MELLONI, PLC By: - A Brian J. Sian Attorneys for Heritage Motors, Inc. S:\Chmt Matters\H07850\7185T ,ega1\NOTICE OF APPEAL 1600 Property.doe r Permit Number SN- City Of South Burlington, Vermont Application for Permanent Sign Permit 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Heritage Motors, Inc. P.O. Box 1100 Burlington, VT 05402-1100 865-8222 Fax 865-8279 2) APPLICANT (Name, mailing address, phone and fax #) David Bergeron P.O. Box 1100 Burlington, VT 05402-1100 865-8190 Fax 865-8279 3) SIGN LOCATION (include business name, address, & phone #): Heritage Ford 1600 Shelburne Road 865-8100 4) TAX PARCEL E) # (can be obtained at Assessor's Office) 1540-1600.c 5) SIGN ERECTOR (Name, mailing address, phone and fax #): Twin State Signs, 14 Gauthier Drive, Esser. Junction, -VT 05452 872-8949 Fax 878-0200 7) DATE OF ERECTION May 15, 2001 8) SIGN DATA WALL SIGNS (list size in sq. ft., illumination, & type FREE-STANDING SIGN such as panel or cut-out letter) 1. SIZE (in sq: ft.): 100 sq. ft. 2. OVERALL HEIGHT: 20 ft. SIGNABLE WALL AREA (in sq. ft.): TYPE OF ILLUMINATION: NOTE: A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and noting the dimensions of each sign. 9) DATE OF DESIGN REVIEW APP90VAL (if applicable): 10) Applicant Signature: =�,; LI Date: 11) Signature of Land/Building Owner: Do not write below this line Date: 316� 46WS 460-lqh c�_ 1/e?zrE Fee: pplication: ejected ❑ Approved Code Officer Signature: /' �� Date: 41 7 L`