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Home My WebLink AboutIZ-12-01 - Supplemental - 1000 Shelburne RoadJuly 3, 2012 Re: #IZ-12-01, 1000 Shelburne Road Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the City Council concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained prior to the commencement of construction. If you have any questions, please contact me. Sinc rely, aymond J. Be air Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 4481 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburl.com .f Revised 4/2012 S 101iftla WA U10 Interested Persons Record and Service List south ..tt .................... °.n VcRMO%7 Under the 2004 revisions to Chapter 117, the Appropriate Municipal Panel (AMP) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The AMP must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the AMP must be mailed to every person or body appearing and having been heard by the AMP. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the AMP must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:�t�-`' PLEASE PRINT CLEARLY! NAME EMAIL ADDRESS MAILING ADDRESS PROJECT OF INTEREST I�� 17ks1'� �°ks�y�,c�a-vt•Corn ��.,.� ;r �� . \v1 1cjN e f-rrt�lG, c t� r�ua.,��r4� �cr os4�t F4cv rn,r.� S 3 c cHCU4A F� c�� / � C1 S Q . ISu2-crVtk7cr / ,S O �' `..ee�C7a 42-- Co(i L\(ttt C om G law, (Lipp f 4`1�rT � I t v rST &f +F - Revised 412012 Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Appropriate Municipal Panel (AMP) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The AMP must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the AMP must be mailed to every person or body appearing and having been heard by the AMP. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the AMP must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME EMAIL ADDRESS MAILING ADDRESS PROJECT OF INTEREST R��2✓-i" htU "lC� ✓ �VIe� �nH/�l/1��/Iv-17e5" 9I� �oylS!r sfve<r M�- Un��5i Y She \a c�-r% sN.�;� re@s�.ri,rv,� Gt�vt C'd / a33-5-V)cI6w M�-d� c-a NtFk�N I¢E1�gc.�+ N1t�F 1� ►� �N,+��PRQP- Er��1 ts.�dM ) S t�o�Zs-E!-7 U e it --J 7 %�► �n.,��L { eaR..9. ro�oB�EBwTCE I I i / I e/t AVERS. a/f ROZZI, GLOWA I o u 10 7�]c USSBI.I. LuR�10E M.�r • YARY LEGEND reeman french'freema EXISTING CONTOUR - 1N,pl•se.a a,nnaronvr osmz 336 PROPOSED CONTOUR - ` - - A,dlXedu,e •Plannma•Inlerols - - - APPROXIMATE PROPERTY LINE - - APPROXIMATE SETBACK LINE O IRON PIN FOUND -j- LAUREL HILL DRIVE - ` -Ow- F -SS- -� -SS� -SS- - - - - -SS- -SS- -� ��SS ---� -� YII FIMFFnASSXIAlFS. IN!. CONCRETE MONUMENT FOUND - -SS GRAVITY SEWER LINE a �Dly` 0 / -FM FORCE MAIN ST _ - - - ___1 - sT - - - - _ST - - - _ -. - sT - _ - - - gT = _ „Y...•...,.Y., ....,o ti _ c usx�ia •2 * _ G - Childs Engineering LLC 240 Lefebvre Lane - W WATER LINE T - - - - - - - - - - - - - Willist°n, VT 05495 I / UO UD - 802-879-4%8 OE OVERHEAD ELECTRIC Q m I I ea r1@chUdsengmeenng. - -UE UNDERGROUND ELECTRIC Q / nerae IA. SETBACK I r ® te r - T TELEPHONE LINE "'r a,r. SIN I TM� a amp - G GAS LINE LI.I I III - - - - - - - - - -p.I. �J e easFW.4 Dr., shire 200 `3 0 Burlington 05403 I^ li e1. 802658.a891 F.ix. 802638.145 -ST STORM DRAINAGE LINE ZIF -FD FOUNDATION DRAIN LINE -UD UNDER DRAIN LINE m III I I I 'I n/f coaBARB, NEW ENGLAND FEDERAL pI� Roam ® SEWER MANHOLE LLJ I R CREDIT UNION I t R 1I I$3 �u ® STORM MANHOLE N I lµl I EXISTING BUILDING *0'6° A.. I I .•,e....�, r y F, , I _ I @ I *5.200 SF /�//,L,6 5' I ;. HYDRANT I I S 5y �- C R[TeAa ® SHUT-OFFI�SETBACK ( 9C`4 v, POWER POLE a)CHIMNDM`----T----- J CATCH BASIN - - - I.� I ° NEFCU Iw LIGHT POLE 0 - UE -w- w UE_ J SETBACK SIGN - ow - - _ I ., _ _ ow - _ " *300, DECIDUOUS TREE�Q- p ' CONIFEROUS TREE I I rear '°lo.loo,® rwm-v-wv� EDGE OF BRUSH/WOODS n/f F:m or sonTB 9CtlSOUL BURLa4DISTRICT -••- CHAIN LINK FENCE � FF.-suau • STOCKADE FENCE d n/w> Luc DRAINAGE SWALE GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. The existing woter, sewer and gas service sizes could not be verified through reconnaissance or public record. These utilities shall be field verified prior to construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain os-built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. S. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. If the building Is to be sprinklered, backflow prevention shall be provided in accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 13. The Contractor shall coordinate all work within the City Road R.O.W. with the Public Works Department. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at on approved off -site location. All pavement cuts shall be made with a pavement saw. 16. If there ore any conflicts or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 17. Property line and site information is based upon a plan entitled *New England Federal Credit Union - Proposed Site Plan*, dated Aug. 2001, last revised June 3rd, 2003. prepared by Civil Engineering Associates, Inc. and approved by the Director of Planning and Zoning of City of South Burlington on May 14th, 2003. This plan is not a boundary survey and is not intended to be used as one. 18. Vertical datum based on a scaled elevation from a UGSG Quad Topo map. Horizontal datum based on a magnetic reading taken at the time of survey. CIVIL PLAN INDEX C1.0 EXISTING CONDITIONS SITE PLAN C1.1 PROPOSED UTILITIES SITE PLAN C1.2 PROPOSED GRADING SITE PLAN C1.3 PROPOSED LIGHTING SITE AND DETAIL PLAN C1.4 PROPOSED EPSC k CONSTRUCTION SITE PLAN C2.0 PROPOSED DETAIL PLAN C3.0 CIVIL SPECIFICATIONS C3.1 CIVIL SPECIFICATIONS C3.2 CIVIL SPECIFICATIONS GRAPHIC SCALE I IN FEET ) L _h _ 20 n 1000 SHELBURNE ROAD SOUTH BURL I NGTON VT A1133 17I1412011� ��T•2D' A- D-1- IJSO „Fc$AV 1/31112 - REVO GENERAL NOTE 1 3/20112 - REV D PER CITY NOTES W2-F3 M�TxW 0Li2-01I)PACKAWIM EXISTING CONDITIONS SITE PLAN C 1•0 I I I I I LEGEND I I I reeman'' bench ireema EXISTING CONTOUR e 1oS•02 M. S—e•mPm• VT a� ..,..mom 336 PROPOSED CONTOUR _ — — — — — _ — — �i _ Yorz: Mr. YDr wnlr nC aaa — — �e•ew u,e •PYnn p• iM� •� _ — — — — ow — ow — — _ _ —Q�_ _ M911R6 vex DGVAIICM raver — — — — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE op on MVfl�OnmN;D; TD RE DDHEDa MYOOIr Ma Ea O IRON PIN FOUND LAUREL HILL DRIVE m_, ;l LL O CONCRETE MONUMENT FOUND _n_ _Sg _SS_ —SS— l[MmM_ �55 ., tE5 _SS— — Inc . Uri.i a- . wr+w `wo• � o ( \Ow .ra.".•..n n_ «...w. �u .a..... SS GRAVITY SEWER LINE oa�Eirom —FM FORCE MAIN ST ST — — t ChilLa EngineeringLLC W ------- ----- WATER LINE —e 20einLane Williston,yr OE OVERHEAD ELECTRIC IrtwVIuFCYu[n m YLleoIsPIewIYII Has OnECIML wissal802-879-4988 vjEI Grraepp�— � - _______ I Amo1Milt 1 Cetl@Chlltleenglnering.COm UE Q II sam By SE FOR RUI T TELEPHONE LINE PE n II7 Yauw:.>�nrnns°oR,w. YeDEwO urT aw�TTtsw IowMYRrlD4Yua .Y m ni Emm m me a amp IC d D.., smt• zoo GAS LINE l ,I�1emr, yr osnaiHis, I 602G .653.4891 - 802.658.145 —ST STORM DRAINAGE LINE Z T[ ------ etMm c Ywra"aYanr"xaanol veaNNlI .) A 1 FD FOUNDATION DRAIN LINE mJL�QL/l n>r oc o. UNDER DRAIN LINE 8{6I1IIII I! aw + xwr Bu' ToUD MANHOLE = I I PROPOSED I BUILDING & w ro r Pr_tnl In rmr I .......`•`SEWER •• •, •'�'^'"' MANHOLE U) Hire ra CANOPYSTORM (Tm.) ham r111 • p a nwo Otr.) �...�,• to t4,850SF aaR.n calm s/r mxa I � L---�� r HYDRANT 5 I—�q FFE=18Y.T � rnuMo(Tw,) = aver ® SHUT—OFF � I I YEa I� M4�1TiR R� •n, POWER POLE LJJ a �uiarx (2Y Mj E n — ® CATCH BASIN j —F uD — — — uu i1u o NEFCU o-o LIGHT POLE O — — — UE —� UE_ J I� SETBACK — — 0w —. — — � Ow — — — 3300' SIGN _ — —� awnwR ImCE taw llrtm DECIDUOUS TREE Ui rcraer DtR:IYe rTu MI11IC[ m rR01'op earn m wsuw RaINOi (• TwJ wRNI •D� To A4,IOMI10 PACI'rlY. rAVD[N! Mf m roBBDItAa waa rm sxlTll eUaalDlr amt ovutnar xn nuor PwRoo RIwI Ie. Ir Tu. Pac � T To Yr. r .eE EE Daa am A r�won w °�'E M° a Trac cGT auu e CONIFEROUS TREE — a^�� a{LMa fLOOM�IC AI (s rn.I wDINfE lloNt 1RwNx IRIYO Plat 10 P•wn I caM.I.� °�M0 O1° wm saws �oweE °an10 e� se. m E.. twRa® rl1R rwvwvwv"� EDGE OF BRUSH/WOODS A PRQo® MlLen 0arxllr Wa tY6IF16 Ma — as —• CHAIN LINK FENCE rrlwa —• STOCKADE FENCE -- DRAINAGE SWALE ZONING REQUIREMENTS Zoning District — Commercial 1 — Residential 15 Overlay Districts — Traffic Lot Size (SF) 20.000 ±30.056 ±30,056 Maximum Lot Coverage (7G) 70 ±61.2 ±61.9 Maximum Building Coverage (R) 40 ±17.7 ±15.2 Front Yard Coverage (%) Laurel Hill Dr. 30 ±45.5 f31.64 Shelburne Rd. 30 ±24.1 ±20.0 Front Yard Setback (LF) Laurel Hill Dr. 30 ±25 ±30 Shelburne Rd. 50 ±34 t34• Side Yard Setback (LF) 10 ±15 ±10 Rear Yard Setback (LF) 65 (Abuts Res.) ±148 ±159 a — Proposed Improvements do not meet Laurel Hill Dr. Front Yard Coverage and Shelburne Rd. Front Yard Setback requirements, however they do represent improvements, or at worst no change, over the existing conditions. PARKING CALCULATIONS Use — Dive Through Bank Required Spaces — 5.8 spaces per 1,000 GFA 3,900 sf of GFA 5.8 O 3,900/1,000 = 22.6 = 23 spaces Proposed Spaces — 21 standard spaces proposed 1 handicap space proposed 22 total spaces proposed Request 1 space (4.3%) waiver DESIGN FLOW CALCULATIONS Use — Banking Facility Water Design Flows — 15 gpd/worker O 10 workers = 150 gpd Low flow fixture credit (10%) = —15 gpd Total Water Design Flow = 135 gpd Wastewater Design Flows — 15 gpd/worker O 10 workers = 150 gpd Municipal connection credit (20%) = —30 gpd Total Wastewater Design Flow = 120 gpd GRAPHIC SCALE ( IN FEET ) I inch z 20 it. low SHELBURNE ROAD SOUTH BURUNGTON vy „P•� I�A1133 711UY011 I 1' - 20 MJWIJSO x,;', 3120112 - RE V D PER CITY NOTES 441012 - ESTMITE IZVOaRalINT10N V13112-BIDPACKWE VI PROPOSED UTILITIES SITE PLAN Cal.1 I I I , , LEGEND EXISTING CONTOUR \ eemanfrench' freema iN.p°sireeiew�omvrma2 336 PROPOSED CONTOUR — — — — — — — — —� — \OW — — — — — — — — — — — — — — — - — — — — eaBwa mti°.Wm °mumPbn°nyamwbm — — — APPROXIMATE PROPERTY LINE 1 _ — pp — — — — — APPROXIMATE SETBACK LINE I ' _ O IRON PIN FOUND LAUREL HILL DRIVE �oW,--y � CONCRETE MONUMENT FOUND I i � G— — —I— — —SS— — — —� _SS� _ — — —SS— — — — — —SS— — — --SS— — — \ —��— — — — — — —�— — cmI en,meon+c •avxuna me — —SS GRAVITY SEWER LINE ` `OW\—�® — �— — —FM FORCE MAIN — ST — — — — — — ST — — — — — — ST — — — — — —Sl — — — -- — — — — — — — W WATER LINE 3 °� / Chiltle Engineering LLC — _ _ _ _ _ — — — — _ '+ O5495 — OE OVERHEAD ELECTRIC I / vui � `B1 '.. `_ 80 �79�Lane Williston, VT 968 — --UE UNDERGROUND ELECTRIC Q � a0' I 181 II , ri hildsen ca � gineering.com I / I /•� — -- T TELEPHONE LINE — 0 aamy IC ' I I I+� \� �~ 4 — — G GAS LINE Li l '' I i ' s Ell —la or. su o. a�riRy�oo. Vr 054osite zoo R0 658 489 ra 802 656 145 -- —ST STORM DRAINAGE LINE Z _ .7 e of I ' -- FD FOUNDATION DRAIN LINE II yns un u� uO ---- UD UNDER DRAIN LINE OS SEWER 11 1 1 v PROPOSED • • MANHOLE = I BUILDING & i ® STORM MANHOLE V% CANOPY to 2 \+a I •• HYDRANT I I I4I I I +4,850 SF BB ' m ® SHUT—OFF SETSI FFE=781.T •n, POWER POLE c � s, Lil I � ® CATCH BASIN —g -E �� °O I° —W— — --,� — — — NEFCU o-o LIGHT POLE I — —I— UE b CK I I 81 , .a SIGN -- Ow — — I „ _ OW — — t300' �^ DECIDUOUS TREE U7 ' CONIFEROUS TREE �O1 °R"0E cmm.1 rvwtivwvv-v EDGE OF BRUSH/WOODS I I I I —• +— CHAIN LINK FENCE I —°—° STOCKADE FENCE -- --- DRAINAGE SWALE 1000 SHELBURNE ROAD SOUTH BURLINGTON V7 PROjEC1NVA1133 �7/142011 ie V-201 oMJW/JSO e.ec 11111 L.. y SAV 3120/1 ]- R E V D PER CITY NOTES W2. EBiMBTE SUCOOP01NATION 1/1112- BO MMAU9E M slln PROPOSED GRAPHIC SCALE GRADING m SITE PLAN ( IN MEET) I inch = 20 (t. ^ 1.2 •^ / I l I I , LEGEND I I I EXISTING CONTOUR 336 PROPOSED CONTOUR - - - - - - - Ow - — — - - - - - - - - - - - - - - - - — APPROXIMATE PROPERTY UNE T ` r — - — — - — APPROXIMATE SETBACK LINE I ' \ O IRON PIN FOUND I I LAUREL HILL DRIVE \ O{F Es ! —I —ss— —ss _ -SS- -SS— ` _ —SS— \ —`�� II -§ O CONCRETE MONUMENT FOUND u� I I T — —SS GRAVITY SEWER LINE o I O W� I —_— — ST - — — — — - sT - — — — — - ST — — — — — — — �-�� -�-� -�--� -- -� — �____ y —FM FORCE MAIN 1T — — W WATER LINE — —OE OVERHEAD ELECTRIC I E' 0 or:na II - -UE UNDERGROUND ELECTRIC Q I SETBACK - - T TELEPHONE LINE � I 1~� ^ \ �®w�� a — — G GAS UNE w II I uart ranAEo t•».) �i-'------ - _ --- — � - ` — —ST STORM DRAINAGE LINE X w12 - - - - 'I � P1 P1 un uO —FD FOUNDATION DRAIN LINE � m III II I I R1 R1 I ' > —UO UNDER DRAIN LINE PROPOSED E►RI 4RI I ® SEWER MANHOLE = II B I BUILDING & ® STORM MANHOLE N II �HI CANOPY �- J \ I Ig I ±4,850 SF — �\ = I ! 0 HYDRANT SHUT-OFF I I SETBACK I FFE=T81.T I R R I I `v POWER POLE W ® CATCH BASIN O-o LIGHT POLE I - — uE— — = DES SETBA1 ac .. p - ue 16 - SIGN - GIN — — — -.•+.�.__ _-. _ ow - — — ----`t300' / i - - — DECIDUOUS TREE Enn Hurt CONIFEROUS TREE KINI nsns[ is »') NEw Er rat Io etUWHT EEaAERO uart i nKnwEs (s ».) umoEr is w ivvwwwv� EDGE OF BRUSH/WOODS aMOwwrrto us Arc ro'�E. —••— CHAIN LINK FENCE —•• STOCKADE FENCE .... —... — DRAINAGE SWALE A TI N SUMMARY AR A N TENINSIONS IGRIDTYPE 10 PTS I SPAC I GROUP I AVE I MAX IMIN Site Lighting I 306.80X106.90Et INew Grid / H-H 11364 15.DO <+> IC -61 111.40 10.00 NEECU - 1000 SHELBURNE RD., SO. BURLINGTON VT 411196 LUMINAIRE SCHEDULE TYP SYMBOL DESCRIPTION LUMENS MOUNTING BALLAST QTY P16 gKim Lighting Pole 16' Pole Mounted 6 (1) "S2" 1SA/WP9SE-2/6OL3K12O/DB 3689 Concrete Base R12 Spectrum Lighting Recessed 12' Recessed Mount 4 (1) "R1" SGA4LED20W/31K/WD/AR450OSG B96 R8 Spectrum Lighting Recessed 8' Recessed Mount 3 (1) "R1" SGA4LED20W/31K/WD/AR4500SG B96 W12 c Kim Lighting Wall Mount "W1" 2400 12' Wall Mount (1) SW1/60LED120/DB SEE LIGHTING FIXTURE TABLE FOR LIGHTING SPECIFICATIONS NON -TAPERED SQUARE ALUMINIUM POLE DARK BRONZE FINISH ANCHOR BOLTS k c TEMPLATE BY UGHT POLE SUPPLIER HAND HOLE w/COVER BOLT OR CADWELD GROUND WIRE TO POLE FINISH GRADE- -.T 3/4" CDNDUIT FOR I - LSCH 80 PVC FROM GIRO RE COPPER I POLE TO POLE N/ r-� SEPARATE GROUND (4) CIS VERTICAL }- 3/4" x 10' COPPER GALVANIZED STEEL TO WELD GROUND ROD 18• PVC CONDUIT CONNECTOR BOND TO CONDUIT, #3 TIES O 12. O.C. BASE BE POLE NOTE: POLE BASE HEIGHT TO BE 6" FOR ALL LIGHT POLE BASES LOCATED BEHIND CURBING AND 36" FOR ALL REMAINING LIGHT POLE BASES. POLE LIGHT DETAIL N.T.S. GRAPHIC SCALE +o ( IN FEET ) I IDob = 20 ft. reeman I k1freema N•we snB•c e•m�nfl�vT osea� ssxasaes.x i i �, ArM11Mure Plann eron !Nll DE,IN!lgNG ASSY.MIEs. IN!. Childs Engineering LLC 240 Lefebvre Lana Williston, VT 05495 802-879-4968 carlillIch INlsengineering.com NEFCU 1000 SHELBURNE ROAD SOUTH BURLINGTON VI "P•o,E<rroA1133 7/1412011 1 1' = 20' °r cxEc V —2 - REVD PER DRY NOTES 4W12-EBTNATE#ACCORDMTK)N 4nBN2-BDPACKAOEM PROPOSED LIGHTING SITE & DETAIL PLAN C1.3 C I I , LEGEND / I EXISTING CONTOUR 336 PROPOSED CONTOUR \ stoi Toiwlcme eeman freech freema nTaAraX PNBa mean llMllxlxlr M0AC110M 81 MaPN Slnel BurFnRbn VT OSaII - - - - APPROXIMATE PROPERTY LINE -- --- --- - - - - - - APPROXIMATE SETBACK LINE ArdrlMw• paminp•InNrion O IRON PIN FOUND O CONCRETE MONUMENT FOUND LAUREL HILL DRIVE �� — + — _y -SS OW GRAVITY SEWER LINE I i - - - -�- - - -/- -ss� - - -- -ss- - - - -ss- - - - Ss— - -� ,ass- —�_ - - - arts ltr,Inlmttc AstoclATls tnc -. -FM FORCE MAIN I raT IrroRmtot ro eE xarrum u. a«�. r -� Ow o --- - W WATER LINE O- - - - sT - - - - 1- sT - - I - ST - -- - - - - - - - - sT --- -OE OVERHEAD ELECTRIC 3 H Child$ Engineering LLC 240 Lefebvre Lane - -UE UNDERGROUND ELECTRIC - - � rrAamer Pa_mpa a Williaton, Vt17 8 05495 • - ca02-079J9 T TELEPHONE LINE �m E Hgchildsengieing.com �' t innroowx•'t'psmuenw G SE7BAp( ac xn � �.,,� q - - G GAS LINE Q stota ciw c aYaa'In uo'aT an nNAx v noacr a a111Y - -ST STORM DRAINAGE LINE b ri4ninot n�aisrA�`xalaP°01n al�'T ^ ^Ra , o .3 0. Burlingten,, VT 05403 1111. 0 - -FD FOUNDATION DRAIN LINE Z - -UD UNDER DRAIN LINE ® SEWER MANHOLE ® STORM MANHOLE _ I�I7 I I j I n o.aAa An cN. `" HYDRANT c cn I� CHI EXISTING BUILDING ' ® SHUT-OFF I I Ig I t5,2C0 SF BS• Iroltnpa n c^"a^mc^ol mta •""•"°x' ro of xsrNun x•oly trc 50' fETBACX rtarL nusE ar WRniwcnnl v. POWER POLE ® CATCH BASIN I I o D-0 LIGHT POLE I -G - - -. n T SIGN I O I- - -w -w- t�' R NEFCU �n DECIDUOUS TREE , Of .1T��._ ow - - f300' - - -- CONIFEROUS TREE N m-� EDGE OF BRUSH/WOODS Ea rpgpryXnpRl ro •ouo*JrrxF- TO K a— — r �� 'I DIVERSION RIDGE REQUIRED xaxo W • WHERE GRADE EXCEEDS 2X •- CHAIN LINK FENCE I I 2x oa_GREAT``R '�° r i°Trom ro =actt¢ I -• •- STOCKADE FENCE ro x.- 2'u'ta"i -1 x c° I DRAINAGE SWALE I I ROADwnr , - WOODEN OR METAL STAKES PLACED AROUND D o 0 0 0 o CATCH BASIN 00000CI O [I 0 0 0 0 FILTER FABRIC 0 o D D o D SECURELY FASTENED 0 0 0 0 0 o TO STAKES 000tDOo OVERLAP JOINTS TO THE NEXT STAKE WOODEN OR PLAN METAL STAKES PLACED AROUND CATCH BASIN FILTER FABRIC MIRAFl 50OX OR APPROVED EQUIVALENT GROUND I _ -BURY FABRIC 12' MIN, CROSS—SECTION INLET PROTECTION DETAIL N,s GRAPHIC SCALE 22a 1.•R sI ( IN FEET ) 1 inch - 20 ft POSTS 1. SET POSTS AND EXCAVATE A 4'XB' ANGLE IW TRENCH, SET POST UPSLOPE FOR DOWNSLOPE. STABIUTY AND SELF CLEANING 100' 12' MIN. B' 3. ATTACH FILTER FABRIC TO THE WIRE FENCING FILTER AND EXTEND IT TO FABRIC THE TRENCH. 2. STAPLE THE WIRE MESH FENCING TO WIRE POSTS. FENCING 4. STAPLE THE WIRE MESH FENCING TO END POSTS. COMPACTED BACKFILL SILT FENCE CONSTRUCTION DETAIL NTS �FlLTER FABRIC SECTION A — A NOTE: / SANDBAGS OR SPILLWAY USE SANDBAGS CONTINUOUS BERM OF OR OTHER APPROVED METHODS EQUIVALENT HEIGHT TO CHANNEUZE RUNOFF TO BASIN AS REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY e I I A I I A 2-3' (50-75mm) i COURSE AGGREGATE 12• MIN MIN. B' (150-) THICK t A I DIVERSION RIDGE 50• MIN. I PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N7S PLASTIC ORANGE CONSTRUCTION FENCE WOOD / Posy / EXISTING GRADE 18" --- NATIVE MATERIAL CONSTRUCTION FENCE DETAIL N T.S TEMPORARY SEEDING A: MULCH OR NETTING SILT FENCE OR INSTALLED ON DONNCRADIENT SIDE 1000 SHELBURNE ROAD SOUTH BURUNGTON VT A1133 7114=11 1 1' x W oR // d�eeR$AV nOM2 - REV D PER CITY NOTES 4012-E8ILATE 02/COORDONATXM Nnw12 _ at0 PACKAGE n PROPOSED EPSC & )NSTRUCTIO SITE PLAN TEMPORARY STOCKPILE DETAIL A� N,s NOTES: 3-1/2• BITUMINOUS CONCRETE PAVEMENT: I. EXPANSION JOINTS SHALL BE PLACED EVERY TOPSOIL, RAKE, UNPAVED PAVED 20' AND SHALL BE CONSTRUCTED OF SEED & MULCH 1-1 /4' TYPE IV FINISH COURSE PREFORMED JOINT FILLER (1/4 CORK OR NOTES: 2-1/4' TYPE II BASE COURSE SIDEWALK WIDTH AS SHOWN ON PLANS APPROVED BITUMINOUS TYPE). 2 BETWEEN EXPANSION JOINTS THE SIDEWALK 1. Compaction of backfill and bedding shall be a SHALL BE DIVIDED AT INTERVALS OF 5' BY minimum of 90% (95% under roadway surfaces) of 6" FINE CRUSHED STONE - AOT SPEC 704.05 5" CONCRETE SIDEWALK DUMMY JOINTS. maximum dry density determined in the standard rn proctor test (ASTM D698). 12' COARSE CRUSHED STONE - ACT SPEC 704.05 N APPROVED BACKFILL 2. Bedding material shall not be placed on frozen Z THOROUGHLY COMPACTED IN subgrode. ¢ 8" LIFTS II- -f� 3. Approved backflll shall not contain any stones U w more than 6" In largest dimension, 2" maximum 12' GRAVEL SUBBASE COMPACTED SUBGRADE �� 6' L INSTALLED WHEREVER STABILIZARDN 6' In BE 2" OF RIGID INSULATION TO z a diameter within 2' of the outside of the pipe, or any UNDISTURBED SOIL OR APPROVED frozen, or organic material. FABRIC MIRAFI a MINIMUM COVER CANNOT BE 500X OR APPROVED EQUAL COMPACTED GRANULAR FILL MAINTAINED & ALSO o w D 2• 4. Trenches shall be completely dewatered prior to Iw APPROVED BY THE ENGINEER placing of pipe bedding material and kept TYPICAL PARKING LOT SECTION TYPICAL SIDEWALK DETAIL dewatered during Installation of pipe and backflll. N.T.S. N.T S. PIPE 5. In trenches with unstable materials, trench 6" bottom shall first be stabilized by placement of THOROUGHLY COMPACTED filter fabric then crushed stone (3/4' maximum). 10" CONCRETE SLAB FOR INSTALL FILTER FABRIC BEDDING MATERIAL TOP COURSE BITUMINOUk 6" OF 3/4" CLEAN WASHED STONE CONCRETE PAVEMENT ATM AND TELLER MACHINES. BETWEEN CRUSHED IN MEDIAN AREAS UNDER CANOPY 6. The sides of trenches 4' or more in depth entered SEE MANUFACTURER STONE AND CLEAN WITHOUT CONCRETE SLABS. 6" b SPECIFICATIONS FOR DETAILS WASHED STONE y personnel shall be sheeted or sloped to the 1/4" R. 6" 1/2' R. angle of repose as defined by O.S.H.A. standards. BASE COURSE BITUMINOTOP COURSE BITUMINOUS `� UNDISTURBED SOIL OR ROCK CONCRETE PAVEMENT CONCRETE PAVEMENT 7. Bedding material shall Consist of Crushed stone or 6" BASE COURSE BITUMINOUS gravel with maximum size of 3/4'. Submit a sample to 10" 5 CONCRETE PAVEMENT the Engineer for approval. TYPICAL STORM TRENCH DETAIL is' NTSFINE CFINE CRUSHED STONE 12" EXISTING COARSE 6' FINEYE COARSE CRUSHED STONE GROUND CRUSHED STONE } �1 NOTES: 12' EROSION CONTROL MATTING IN DITCHES 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS SECTION A -A MEDIAN DETAIL LEBARON 24" x 24" C.I. GRATE & TOPSOIL w/PROFILE GRADES EXCEEDING 3% BUT NTH 1/6" JOINT BETWEEN SECTIONS. HIGH STRENGTH LESS THAN 5R. STAPLE AS PER CONCRETE FILLED N. T.S. NON -SHRINK FRAME (OR APPROVED EOl1AL) MANUFACTURERS SPECIFICATIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED (ROUNDED TOP) GROUT EVERY 20 AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING 6•0 STEEL PIPE STANDARD GRASS LINED DITCH SHOP PRIMED) THE FINISH CONCRETE CURB SET FRAME ON FULL SPONGE RUBBER DOR R CORK). RN). DESIGNATION M-153 (1 /2' ( / 3 COAT (COLOR) SHALL BE MORTAR BED N T.S. SELECTED BY THE ARCHITECT BITUMINOUS CONCRETE FINISH GRADE PAVEMENT CURB DETAIL (1/ "/FT. SLOPE TUTS MIN.) NOTES: 12" 12'-6' PAVED AREA) TOP COURSE BITUMINOUS CONCRETE PAVEMENT CONCRETE 1. COORDINATE FINAL LOCATION OF MAX. STANDARD BOLLARDS NTH 12'-0' SIDEWALK ARCHITECT AND OWNER. 1/Y R. 6" 5 2. SEE ELECTRICAL PLANS FOR _-0" B'-0' OPENING BASE COURSE BITUMINOUS LIGHTED BOLLARD DETAIL. PRECAST CONCRETE 24" z 24- BASE PRECAST CONCRETE CONCRETE PAVEMENT w/MONOUTHIC BASE RISER, ADJUST TO GRADE 5" S" CONCRETE DOUBLE SIDED GATE 48" 0 i 8" WATERTIGHT JOINT USING 1" SEAL ./HYDRAULIC CEMENT 18' 1B' MIN. WIDTH FLEXIBLE MORTAR, OR FINE CRUSHED STONE r- -� BOLLARD DETAIL GASKET (SEAL EXTERIOR CAST -IN -PLACE FLEXIBLE •� -� N.TS. JOINTS AND LIFT HOLES MH SLEEVES W/NON SHRINK GROUT) HOPE OR COARSE CRUSHED STONE 9" 6' FINE SDR 35 PVC CRUSHED TOP OF CURB SEE PLAN DRAINAGE PIPE STONE FOR TYPE OF CURB) END TRANSITION SLOPE 24" BEGIN TRANSITION SUMP NOTES SLOPE 6" MIN. CRUSHED GRAVEL P.T. T FACE OF POST POST 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS I CURB r1/2" PLAN NTH 1/6" JOINT BETWEEN SECTIONS 6" 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL i/2'GAIN. CARRIAGE BOLTS CONFORMING TO AASHTO DESIGNATION M-153 (1/2' I 6•_0• OR 3/4""4 I/2' LONG SPONGE RUBBER OR CORK). '-I *PRECAST MANHOLE STRUCTURES GALV. LAG BOLTS SCREEN BOARD 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK FINISHED GRADE OF SHALL CONFORM TO ASTM SPEC. 2"x6' P.T. GIRTS OR OTHER MATERIAL AND CONCRETE CURB TOP. ROAD PAVEMENT C478 (LATEST EDITION). (TYPJ AS PER OWNERS REQUEST CURB AT SIDEWALK DETAIL TRANSITION CURB TYPICAL CATCH BASIN @ CURB N.T.S. N.T.S. PAVEMENT SMOOTH T EXIST. BIT. ALL JOINTS SHALL BE J VE} { PAMENT PRIOR TO PAVING THOROUGHLY CLEANED EX. BIT. PAVEMENT AND COATED WITH (BOTH SIDES) EMULSIFIED ASPHALT FINE CRUSHED GRAVEL _ MATCH EX. PAVEMENT PRIOR TO PAVING MIN.• (MIN. 1 1/2" TYPE IV 2 1/2" TYPE 11) NOTES: COARSE CRUSHED STONE 1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE - NEW BIT. CONC. PAVEMENT WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.O.W. EXIST. SUBBASE MATCH EX. SUBBASE 2. MAINTENANCE AND PROTECTION OF TRAFFIC DURING SEE PARKING STABILIZATION FABRIC 3/4" WASHED STONE BOTH SIDES (16" MIN. CRUSHED WORK NTHIN THE HIGHWAY R.O.W. SHALL BE ,i SECTION DETAIL MIRAFI 500% OR 12" GRAVEL) PROVIDED IN ACCORDANCE NTH THE MANUAL OF 4'x6" P,T. APPROVED EQUAL MIN. 4" PERFORATED UNIFORM OR TRAFFIC SHACONNTROLOT DEVICES. THE RK THE R.O.W. POST CONCRETE SDR 35 PVC CONTWITHOUT APPROPRIATE CONSTRUCTION SIGNING FILL AROUND • SEE PLANS FOR FILTER FABRIC IN PLACE. 6" CRUSHED POST MIRAFI 140NS OR GRAVFL AT (TYP,) INVERT ELEVATION 3. ALL BACKFILL SHALL BE MADE IN SIX (6") LIFTS BOITOM OF APPROVED EQUAL AND COMPACTED TO NOT LESS THAN 95X POST - 12" MIN. -1 D + 2' TRENCH —SEE TYPICAL MAXIMUM DRY DENSITY ACCORDING TO ASTM FOR Ur NDERDRAIN �-l1 • SLOPE ALL PIPE EXCAVATION MIN. TRENCH DETAIL D698. 6'-0' O.C. 17R LESS I 6'-0' O.C. OR LESS TO DRAIN ® 1% MIN. /1 -F "1 /, 4. REPLACE EXISTING ROAD STRIPING AS NECESSARY. rI C\/A Tl rlNl semen trench ireema N,p. soM aumPm� yr wmz 80 „dam act w.vw.Rf mm urn enel�en�."AsvxMnNine Child& Engineering LLC 240 Lefebvre Lane Williston, VT 05495 802A79-4966 carl@childsengincering.com Lm[n NEFCU 1000 SHELBURNE ROAD SOUTH BURL I NGTON VT FFF owc,rc, �A 1133 7114=11 1 AS SHONM 1MJWNSO c"rcBAV 312DI12 - REV D PER CITY NOTES 40512 - ESTMATE GICOOROBNTIDN 0312 -BID PACKAGE h PROPOSED DETAIL PLAN TYPICAL UNDERDRAIN SECTION N.T.S. REPLACEMENT OF EXIST. PAVEMENT MT DUMPSTER ENCLOSURE NTS C2.0 AS. An/(B. )OD SBRYICE / LEGEND EXISTING CONTOUR -----336 -- PROPOSED CONTOUR — - - APPROXIMATE PROPERTY LINE - - - - APPROXIMATE SETBACK LINE O IRON PIN FOUND O CONCRETE MONUMENT FOUND - -SS GRAVITY SEWER LINE - -F N FORCE MAIN - - IN WATER LINE - -OE OVERHEAD ELECTRIC -- -UE UNDERGROUND ELECTRIC - - 7 TELEPHONE LINE - G GAS LINE -- -ST STORM DRAINAGE LINE --- -FD FOUNDATION DRAIN LINE -- -UD UNDER DRAIN LINE SEWER MANHOLE ® STORM MANHOLE jX HYDRANT ® SHUT-OFF o POWER POLE u/f CRICTENDEN ®/o CATCH BASIN TRUB7 Co..COR CORP. ac LIGHT POLE I SIGN DECIDUOUS TREE CONIFEROUS TREE rvvwvwm EDGE OF BRUSH/WOODS I —•—•— CHAIN LINK FENCE —•—•— STOCKADE FENCE ---- -- DRAINAGE SWALE GENERAL NOTES n/f RGZZI, GLORIA A .M.CB v/f IAURRL ILL Al9eu wllasi LIIC I I II \ I I -- -- \ -- ---- - -- -- -- -- I - TTi r_ —� — — — LAUREL HILL —DRIVE ` ` ` —OW` r--�•-•a— 1 — ■ —ss— — —SS —ss— — —55— — —ss— — � _ss — + —s5 / _ a - - - - - �- - - - -- - - ` - ei m..lr _ SOW` o � — 5i = — � — Si — — 5T — — — sT — _ — �i Up — — — LID Q / / Aa• 3o' W, soo 1(">ti• O I SETBACK - CB Q iNm 1 I C: rr�' w = I I NIL pcII UNNIOCRED Ln I o TAX Yol. /Is-ovD-000 ;I fly. He. PE. 2W l I EXIS71NG BUILDING p pp to.eD Ac. II Io 4 I f5,200 SF �_ T.joa _ TIM I xreAa � I l �� l EE,eAaK g \ g r..a, '� w \ J 1 TJ O I- UE - ow - ONGms.Nnc•. ••o m �•.co. .,oa.w ,oa tl� i ,o,o.c A w oc,a A tl o%KEN tl -M,C 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction, The existing water, sewer and gas service sizes could not be verified through reconnaissance or public record. These utilities shall be field verified prior to construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Controc tor shall maintain os-built plans (with ties) for oil underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as o direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. If the building is to be sprinklered, bockflow prevention shall be provided in accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the Finished floor. See mechanical plans for riser detail. 9. The Can lroctor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitswork shall be considered as part of the contract and shall be the Contractor's responsibBity. 13. The Contractor shall coordinate all work within the City Road R.O.W. with the Public Works Department. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at on approved off -site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question, 17. Property line and site information is based upon a plan entitled `New England Federal Credit Union - Proposed Site Plan", doted Aug. 2001, lost revised June 3rd. 2003, prepared by Civil Engineering Associates, Inc. and approved by the Director of Planning and Zoning of City of South Burlington on May 14th, 2003. This plan is not a boundary survey and is not intended to be used as one. 18. Vertical datum based on a scoled elevation from a UGSG Quad Topic, mop. Horizontal datum based on a magnetic reading taken at the time of survey, CIVIL PLAN INDEX C1.0 EXISTING CONDITIONS SITE PLAN CIA PROPOSED UTIUTIES SITE PLAN C1.2 PROPOSED GRADING SITE PLAN C1.3 PROPOSED LIGHTING SITE AND DETAIL PLAN CIA PROPOSED EPSC do CONSTRUCTION SITE PLAN C2.0 PROPOSED DETAIL PLAN n/f AYRRS. RUSSEIL ur w�armo � o/r coDDAI �J ruBwBCBT AHuw I *If 11RNN S TON ,CNOoL DCmaR GRAPHIC SCALE ( IN PEEP ) 1 I, = 2a ft NEFCU 1000 SHELBURNE ROAD SOUTH BURLINGTON yr Al133 5 7f1N2017 E sc.1'=20' MIW/JSO I SAV 1 a1'12- REND GENERAL NOTE 1 EXISTING CONDITIONS SITE PLAN C■e0 LEGEND - EXISTING CONTOUR 336 PROPOSED CONTOUR - - - - APPROXIMATE PROPERTY LINE --- - - - APPROXIMATE SETBACK LINE O IRON PIN FOUND O CONCRETE MONUMENT FOUND - -SS GRAVITY SEWER LINE --- -FM FORCE MAIN - - W WATER LINE - -OE OVERHEAD ELECTRIC - -UE UNDERGROUND ELECTRIC --"- - T TELEPHONE LINE - - G GAS LINE - -ST STORM DRAINAGE LINE - -FD FOUNDATION DRAIN LINE - -UD UNDER DRAIN LINE ® SEWER MANHOLE ® STORM MANHOLE HYDRANT 0 SHUT-OFF n1 POWER POLE IN CATCH BASIN ao LIGHT POLE T SIGN DECIDUOUS TREE CONIFEROUS TREE v ,-vvv-vwv� EDGE OF BRUSH/WOODS --•- CHAIN LINK FENCE ---^--^- STOCKADE FENCE ---- DRAINAGE SWALE ZONING REQUIREMENTS Zoning District - Commercial 1 - Residential 15 Overlay Districts - Traffic Required EIIII.tIDQ Proposed Lot Size (SF) 20,000 t30.056 t30.056 Maximum Lot Coverage (Z) 70 t61.2 t61.9 Maximum Building Coverage (%) 40 t17.7 t15.2 Front Yard Coverage (x) Laurel Hill Dr. 30 t45.5 t31.6r Shelburne Rd. 30 t24.1 t20.0 Front Yard Setback (LF) Laurel Hill Dr. 30 t25 t30 Shelburne Rd. 50 t34 t34r Side Yard Setback (LF) 10 t15 t10 Rear Yard Setback (LF) 65 (Abuts Res.) t148 t159 r - Proposed improvements do not meet Laurel Hill Dr. Front Yard Coverage and Shelburne Rd. Front Yard Setback requirements, however they do represent improvements, or at worst no change. over the existing conditions. I I I i I I I I � I T - ow - - owJ� LJ n` sss ovrnxxT. ` ` �ivr�.� �raessrrwrruae•mew wvr.r a.v � —�— — LAUREL HILL DRIVE awe ~a� m.0 [ � —55— S5� — —�— -ss- —55_ _Sg 4- —ee— Ix rro atom rwm, a rrow.o� yr. c � rro — a I _— ox, — ; I a�x Nm ossnw o.s.c alllw C•Tq r. faro% ra 1 R MM[A�f irC •rr nF en.arx: sfoc — IT — - — IT — IT �_ � n 0 Q O Ir W Z Lr D m J LJ V) I W O cr -ow - _ PARKING CALCULATIONS Use - Dive Through Bank Required Spaces - 5.8 spaces per 1,000 GFA 3,900 sf of GFA 5.8 O 3.900/1.000 = 22.6 = 23 spaces Proposed Spaces - 21 standard spaces proposed 1 handicap space proposed 22 total spaces proposed Request 1 space (4.3R) waiver DESIGN FLOW CALCULATIONS Use - Banking Facility Water Design Flows - 15 gpd/wprker O 10 workers = 150 gpd Low flow fixture credit (10R) = -15 gpd Total Water Design Flow = 135 gpd Wastewater Design Flows - 15 gpd/worker O 10 workers - 150 gpd Municipal connection credit (20%) = -30 gpd Total Wastewater Design Flow = 120 gpd NEFCU 1000 SHELBURNE ROAD SOUTH BURL INGION Al 133 7 1;11" `7A =2d MJWId50 SAV PROPOSED GRAPHIC SCALE UTILITIES >e a m SITE PLAN ( IN FEET > I Inek a 20 rL C s MEMORANDUM TO: South Burlington City Council & City Manager FROM: Paul Conner, Director of Planning & Zoning SUBJECT: Continued IZ Application #IZ-12-01 NEFCU DATE: June 4, 2012 City Council IZ Hearing Last month the City Council voted to continue the Interim Zoning application from the New England Federal Credit Union to June 0, to give all parties time to absorb the additional guidance provided by the City Attorney. Per the Council's request, we have contacted the applicant and discussed the updated review criteria. The applicant has prepared a letter for the Council's consideration. It is enclosed with this letter. The applicant has also submitted revised plans for the property in accordance with the Council's request that the bicycle rack be moved to match the plans submitted to and approved by the DR13. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Cl�/l! H! IGIN Iff"RI IG A"""OCIAH"". INC 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com May 23`d, 2012 Paul Conner Director of Planning and Zoning City of South Burlington 575 Dorset St. South Burlington, VT 05403 Re: Supplemental Information Interim Zoning Conditional Use Application #ZP-12-01 New England Federal Credit Union 1000 Shelburne Rd. South Burlington, VT 05403 Dear Paul, In conjunction with the recently revised Interim Zoning Development Review Process, this letter serves as a narrative to address the submission requirements of Interim Zoning Conditional Use applications for the proposed banking facility reconstruction project proposed by New England Federal Credit Union (NEFCU) to be located at 1000 Shelburne Rd., in South Burlington, VT. Specifically it explains why the proposed development will not result in an undue adverse effect on the six criteria listed in Section VI of the Interim Bylaw. Furthermore, it details how the proposed development will not be in conflict to any amendments to the Land Development Regulations that the City ultimately adopts that implement the five goals outlined in the Interim Zoning submission requirements. Interim Zoning Bylaw Review — Section VI (a) — The proposed development shall not result in an undue adverse effect on the capacity of the existing or planned community facilities, services or lands. This project involves the reconstruction of an existing banking facility by reducing the existing building footprint and total building square footage, as well as reduce the number of employees. Each of the community provided facilities and services are listed below, along with a brief summary of the potential impact this project will have on them: Schools & Education — The proposed development will not have an impact on the number of students in the South Burlington school system as no additional homes or jobs are being created in conjunction with this project. Highway Capacity & Maintenance — NEFCU will be reducing the building size and the number of number of employees working at this facility. The new facility will include drive-thru capabilities that does not currently exist (single lane teller and single lane drive up ATM). According to the latest edition of the ITE Trip Generation Manual (which the City uses as a basis for trip generation) the addition of the drive -up will theoretically generate approximately 36.6 additional peak afternoon peak hour vehicle trips. Even though NEFCU's actual trip count at similar locations is lower than the ITE Manual describes, there are several factors that mitigate the potential increase in visits, including: o The project reduces one of the two existing curb cuts on Laurel Hill Drive and moves the cut to the east (further away from RT 7) than the existing westerly most cut, providing greater room for queuing on Laurel Hill Drive and easier road maintenance. o The reduction in staff working in the building will make parking on site more readily available and reduce the potential for overflow parking or staging on Laurel Hill Drive. o Despite what the manual indicates, NEFCU does not anticipate a significant increase in members or trip ends based on the proposed renovations. Much of the drive up traffic is synonomous with the current ATM activity to the site and is well distributed to non -peak hours. o The Director of Public Works has reviewed the proposed plans and feels that the project will not have an adverse effect upon the highway capacity or maintenance. • City Hall & Services — The proposed development will not have an impact to the demands on City Hall or its related services as no additional homes or jobs are being created in conjunction with this project. • Fire/EMS Facilities & Services — The proposed development will not have a significant impact on the demands of the City Fire and EMS services as the proposed facility is smaller and has fewer employees than the existing facility. The Fire Chief has reviewed the proposed plans and feels that the project will not have an adverse effect upon the Fire/EMS facilities or services. • Police Facilities & Services — The proposed development will not have a significant impact on the police facilities and services as the proposed facility is smaller and has fewer employees than the existing facility. The Police Chief has reviewed the proposed plans and feels that the project will not have an adverse effect upon the Fire/EMS facilities or services. • Water & Sewer Facilities — As the proposed facility is smaller and has fewer employees than the existing facility, there will be a decrease in water demand and sewer flow. A State of Vermont Wastewater Disposal System & Potable Water Supply Permit has been obtained for this project. • Stormwater Facilities — The proposed project involves the construction of shallow grass lined swales to promote ground water infiltration, as well as stormwater catch basins to manage rain event discharges from the site. The proposed amount of impervious area is similar to the existing amount of impervious area and given the proposed stormwater treatment techniques being implemented, should lead to a decreased peak discharge during rain events. As the property and amount of impervious area associated with this project are both less than an acre, no State Stormwater operational or construction permit is required for this project. However an Erosion Prevention & Sediment Control plan has been created for this project to manage construction runoff and decrease the potential for sediment discharges. • Library Facilities & Services — The proposed development will not have a significant impact to the demands on the library or its related services as no additional homes or jobs are being created in conjunction with this project. • Recreational Facilities & Services — The proposed development will not have a significant impact to the demands of the City's recreational facilities or services as no additional homes or jobs are being created in conjunction with this project. • Housing & Affordable Housing — This property is currently utilized and zoned as a commercial lot. The proposed project looks to retain a similar commercial use that is consistent with the corridor along this section of Shelburne Rd. Although the property does allow for residential uses, it is not located in an ideal location for residential use and is of a size and shape that would not lend itself well to residential development. • Community Lands — There are four primary items to address with regards to community lands: o Open Space — As the existing property is only approximately 0.69 acres in size, and contains about 61 % lot coverage in the way of the existing building and parking lot, there is very little existing open space associated with the parcel. The proposed project will not significantly alter those amounts. However, by reducing the size of the existing building and providing additional landscaping along the properties east property line to further screen the commercial use from the residential abutting property, the project will create a better balance of open areas on site. o Prime Agricultural Soils — As this property lies within an existing developed urban area, is substantially developed and is of a very small size, this property is no longer considered for prime agricultural soils as defined by the Farmland Classification Systems for Vermont Soils produced by the USDA & NRCS. o Form Based Codes — As this property does not lie within the Williston Road/Dorset Street/City Center areas, no form based codes are under consideration for this parcel. o Travel Corridors — The property lies within the Shelburne Rd./Rt. 7 corridor and a portion of the property falls within the traffic overlay district. However, because there is no existing or proposed curb cut on Shelburne Rd. and the proposed curb cut on Laurel Hill Dr. is greater than 200 ft from the Shelburne Rd. ROW, this parcel is not subject to the traffic overlay district requirements. Nonetheless, this project will benefit the Shelburne Rd. travel corridor by eliminating an existing curb cut and moving the proposed curb cut away from the Shelburne Rd. ROW. This will allow for additional queuing to take place at the signalized intersection of Laurel Hill Dr. and Shelburne Rd. Furthermore, as part of this project there are several pedestrian sidewalk improvements that will benefit pedestrian access within the project site, along Shelburne Rd. and Laurel Hill Dr., as well as between the properties to the north and south by way of the on site sidewalk located along the entrance. Additionally this project will extend the pedestrian sidewalk within the Laurel Hill Dr. ROW to the most eastern portion of the project property as a capitol improvement. Section VI (b) — The proposed development shall not result in an undue adverse effect on the existing patterns and uses of development in the area. This lot is located at the southeast corner of the Shelburne Rd. and Laurel Hill Dr. intersection. The existing use of the property is as a mixed use commercial facility. A portion of the existing building is used by NEFCU as one of its walk-in branch office banking facilities. The remaining portion of the existing building is leased by NEFCU as office space. The proposed development eliminates the leased office component of the property, with the proposed use being solely as a drive-thru and walk-in branch office banking facility for NEFCU. Adjacent land uses are mainly consistent with this section of the Shelburne Rd. corridor. Immediately to the south is an existing hotel. Across Shelburne Rd. to the west is People's I United Bank. Across Laurel Hill Dr. to the north is the Burlington Bagel Factory. Additional commercial and retail uses are predominantly found along this section of Shelburne Rd. To the east is a residential neighborhood accessed by Laurel Hill Dr. The intent of the project is improve banking services to existing members at this location by making a smaller building more accessible and retail oriented in a one versus two story structure. . At the same time, the intent of the layout and orientation of the proposed reconstructed building is to retain the separation between itself, as a commercial use, and the neighboring residential lots to the east. The existing building has a non -conforming Shelburne Rd. setback of 34 ft (current zoning standards require 50 ft). During the Development Review Board review it was agreed that retaining that non -conforming front yard setback from Shelburne Rd. was in the best interest of the project, as it provides the maximum separation from the proposed commercial banking facility and the residential lots to the east. This also allows for a greater area to be dedicated to parking, while moving the access to the property further away from the Shelburne Rd. intersection. To further separate the commercial use from the residential lots to the east, an extensive landscape plan is proposed to provide ample screening of the property from the residential lots to the east. Regarding the scale of the development, the proposed 4,850 sf building (which includes the canopy) footprint is significantly smaller than the existing 5,200 sf building. Additionally the existing building has two stories, while the proposed building has only one. The proposed parking area and overall impervious area is similar in nature to the existing facility and is also consistent with the neighboring commercial lots to the north, west and south. Section VI (c) — The proposed development shall not result in an undue adverse effect on traffic on roads and highways in the vicinity. As outlined in Seciton VI (a), Highway Capacity & Maintenance, even though the building footprint and number of employees will be reduced in conjunction with this project, there is a theoretical anticipated increase in vehicle trips (approximately 36.6 afternoon peak hour according to the ITE Trip Generation Manual) because the reconstructed banking facility will have drive thru capabilities (which the existing facility does not). The Manual serves as the design basis for the City of South Burlington with regards to proposed trip generation. However, there are a number of mitigating factors that will benefit the adjacent roads and help offset the theoretical increase in afternoon peak hour vehicle trips. First, the intent of this project is to provide a better quality of service to the existing NEFCU members. NEFCU does not anticipate a significant increase in members or trip ends based on the proposed renovations. With the facility decreasing in size and no predictable reason for an increase in membership, simply adding drive thru capabilities to this site will not significantly increase membership, especially because most all other banking facilities in this area all ready have drive thru lanes. A second mitigating factor is that this project eliminates one of the two existing curb cuts along Laurel Hill Dr., allowing for easier maintenance and better queuing ability along Laurel Hill Dr. Third, it relocates the existing curb cut approximately 50 ft to the east, further away from Shelburne Rd, thereby decreasing congestion at the Shelburne Rd./Laurel Hill Dr. intersection by allowing more queuing area on Laurel Hill Dr. The Director of Public Works has reviewed the proposed plans and feels that the project will not have an adverse effect on traffic on roads and highways in the area. Section VI (d) — The proposed development shall not result in an undue adverse effect on environmental limitations of the site or area and significant natural resource areas and sites. The property is a relatively small (+/- 0.69 acres) urban lot with little undeveloped area. The site does not appear to contain any water courses, wetlands, wildlife corridors, rare vegetation or other viable environmental limitations or natural resources. Section VI (e) — The proposed development shall not result in an undue adverse effect on utilization of renewable energy resources. The proposed development does not include any type of renewable energy production on site. As the proposed building represents a reduction in size, is a single story structure and located within the existing building envelope, it does not preclude, or have an adverse effect on, the ability of adjacent properties to use renewable energy. It should be noted that the proposed building and site are being designed as a LEED certified facility. The level of LEED certification has yet to be determined. Section VI (f) — The proposed development shall not result in an undue adverse effect on municipal plans and other municipal bylaws, ordinances or regulations in effect. The City of South Burlington's Comprehensive Plan goals were most recently adopted on March 9, 2011. Within this comprehensive plan are several goals related to the well being of the City, region, environment and community. Each of the general plan goals are listed below, along with a brief summary of the potential impact this project will have on them: • Regional Cooperation — The existing development is located within a built up urban area and is consistent with the community development. The proposed development does not significantly alter this position and the proposed project will not inhibit any regional planning coordination. • City Identity & City Center — The proposed development is not within the designated City Center area. • Population & Balanced Rate of Growth — As the proposed development represents a decrease in building size and employees, and is simply a reconstruction of an existing commercial use; it will not significantly effect the population growth. • Quality Environment — The proposed development is a redevelopment of an existing commercial site and represents a decrease in building size and increase in open space. An extensive landscaping plan will create a better aesthetic to the property, while also increasing the buffer between the existing commercial and neighboring residential uses by providing vegetative screening. There are no water courses, wetlands, wildlife corridors, rare vegetation or other viable potential natural resources to be impacted by this project. • Land Use Distribution — The proposed development is located along the existing developed Shelburne Rd. corridor, which, although not in the designated City Center, is within a developed corridor that is encouraged to promote further development and growth. Additionally, the project attempts to further separate the existing commercial use from the neighboring residential properties to the east to maintain an appropriate balance between the two zoning districts by keeping the commercial building as far west as possible and installing extensive vegetative screening from the neighboring residential properties. • Open Space Planning — The property is a relatively small (+/- 0.69 acres) urban lot with little undeveloped area. The proposed development is located within an existing developed area and is a redevelopment of an existing commercial use. The site does not contain any existing open spaces and there are no designated open spaces adjacent to the project that will be impacted. • Housing — The proposed redevelopment does not include any housing components and is simply a redevelopment of the existing commercial use. The property is adjacent to an existing residential neighborhood and the project attempts to further separate the existing commercial use from the neighboring residential properties to the east to maintain an appropriate balance between the two zoning districts by keeping the commercial building as far west as possible and installing extensive vegetative screening. • Schools — As the proposed development represents a decrease in building size and employees, and is simply a reconstruction of an existing commercial use; it will not significantly affect the public school system or educational programs. • Recreation — The proposed development does not include any specific recreational facilities. However, the proposed project includes significant upgrades to the sidewalk systems along Shelburne Rd. and Laurel Hill Dr. to benefit the community. • Economic Development — The proposed development is a redevelopment of an existing commercial site and will result in a smaller building and fewer employees. The project will not have a significant impact to the economic development of the area. • Transportation — The proposed development is located on Shelburne Rd. and is served by public transit. The proposed project includes significant upgrades to the sidewalk systems along Shelburne Rd. and Laurel Hill Dr. to benefit the community, as well as eliminates an exiting curb cut to provide easier maintenance and more queuing capacity on Laurel Hill Dr. The project also includes adding drive-thru capabilities to the existing facility to better serve the community. • Public Utilities & Services — As the proposed development represents a decrease in building size and employees, and is simply a reconstruction of an existing commercial use; it will not significantly affect the public utilities and services. Furthermore, the proposed building is being designed to be LEED certified which should increase utility efficiency and decrease environmental impacts. • Land Use Through Zoning — The existing property is located within the Commercial 1 — Residential 15 zoning district, with no applicable overlay zoning districts. The proposed banking facility represents an approved use for this property and is consistent with the other commercial uses in this area. It should also be noted that this project has all ready been reviewed by the City of South Burlington's Development Review Board and been granted final approval. City Goal Review — Form Based Code — As it is our understanding that form based code is only being considered for portions of Williston Rd., Dorset St. and the City Center, this property would not be subject to form based code regulations. Sustainable Agriculture — The site does not have the potential for significant agricultural use. The property is a relatively small (+/- 0.69 acres) urban lot with little undeveloped area. The proposed development is located within an existing developed I area and is a redevelopment of an existing commercial use. • Conservation of Open Space — The site does not contain any existing open spaces and there are no designated open spaces adjacent to the project that will be impacted. The property is a relatively small (+/- 0.69 acres) urban lot with little undeveloped area. The proposed development is located within an existing developed area and is a redevelopment of an existing commercial use. • Equitable Housing — The proposed redevelopment does not include any housing components; it is simply a redevelopment of the existing commercial use. The property is adjacent to an existing residential neighborhood and the project attempts to further separate the existing commercial use from the neighboring residential properties to the east to maintain an appropriate balance between the two zoning districts by keeping the commercial building as far west as possible and installing extensive vegetative screening. • Purpose Statement — The proposed development represents a redevelopment of a small existing commercial property for a similar banking use in an effort to better serve the community and provide a more environmentally sensitive, efficient and aesthetically appealing facility. In summary, we strongly believe that this project will greatly benefit the community without inflicting any undue adverse effects to the surrounding area, public utilities and facilities or regional development plan. Furthermore, this project appears to be in compliance with the requirements as set forth by the interim zoning bylaws and municipal plan. If you have any questions or concerns regarding this supplemental memo, or the previously submitted Interim Zoning Conditional Use application and associated plans, please feel free to contact me. Sincerely, L�� Jeffrey Olesky, P.E. Cc: CEA File #11196.01 Shawn Brennan, Freeman French Freeman (via email) Tom Richards, NEFCU (via email) Bill Smith, NEFCU (via email) MEMORANDUM TO: South Burlington City Council & City Manager FROM: Cathyann LaRose, City Planner Paul Conner, Director of Planning and Zoning SUBJECT: Planning Staff Support of Interim Zoning Applications DATE: April 30, 2012 City Council meeting Attached you will find two sets of staff comments related to the Interim Zoning applications which are scheduled before the City Council for public hearing on April 30, 2012. These staff comments include a comprehensive list of the Conditional Use standards to be assessed in the City Council review of applications which are subject to Interim Zoning. Staff has also included information which may be of assistance in assessing these criteria, including information specific to the proposed projects, relevant text from the Comprehensive Plan, and an assessment of current conditions related to public safety, public infrastructure, schools and library service from respective heads of these City departments. You will also find attached copies of relevant documents or portions thereof. We understand that the sheer bulk of this information can at first appear overwhelming, and that you may have additional questions relating to items that were either not clear in the Staff's notes, or perhaps even that you seek additional information. Please do not hesitate to contact the Planning office with any questions in relation to the broad review criteria, or specific to the application. Such communication with staff does not constitute ex-parte communication and will be readily received. Members of other City review bodies often call with questions, or stop in for a closer look at plan sets. Members sometimes seek clarification on items or wish to have additional information. We encourage the members of the City Council to feel welcome to do the same; Staff is always available to assist. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING CITY COUNCIL Report preparation date: April 27, 2012 \drb\staffcomments\2012\ZP_12_01_1000ShelburneRd_NE Plans received: January 31, 2012 FCU enda #11 1000 Shelburne Road INTERIM ZONING CONDITIONAL USE APPLICATION #ZP-12-01 Meetina date: April 30. 2012 Owner/Applicant Contact Person New England Federal Credit Union Thomas Richards 141 Harvest Lane NEFCU Williston, VT 05495 (802) 879-8776 richards nefcu.com Engineer Property Information Freeman French Freeman Tax Parcel 1540-1000 Commercial 1 — Residential 15 District 1 SUBJECT HEADINGS are bold, italic, capitals, and double -underlined Orientation to text from the Interim Zoning Bylaw or other city documents or review criteria, are underlined. Text excerpted from the Interim Zoning Bylaw are bold italic Text excerpted from other City ordinances are in regular italic Staff comments are in normal text. PROJECT DESCRIPTION New England Federal Credit Union, hereafter referred to as the applicant, is seeking conditional use approval under Interim Zoning to raze existing building & construct 4,000 sq. ft. drive-in bank facility, 1000 Shelburne Road. COMMENTS City Planner Cathyann LaRose and Director of Planning & Zoning Paul Conner, referred to herein as Staff, have reviewed the plans submitted on January 31, 2012 and have the following comments: Interim Bylaw Section Ill: Limitations on Land Development Within the areas affected by this Interim Bylaw, the following shall not be allowed: A. New Planned Unit Developments. B. New subdivisions. C. New principal buildings that require site plan approval. D. Alterations to existing principal buildings. E. Alterations to any other existing structures used for commercial or industrial purposes. F. Amendment of a master plan or any related site plans or plats that deviates from an approved Master Plan in one of the respects set forth in Article 15.07(D)(3)(a)- (e) of the South Burlington Land Development Regulations. The proposed development is subject to the Interim Zoning Bylaw under subsections (C), (D), and (E) above. The proposed development does not qualify for an exemption under Section III of the Bylaw as it includes an amendment to a Planned Unit Development and an amendment to a Site Plan showing a replacement of an existing principal structure. Interim Zoning Bylaw Section VI: Review of Applications The City Council may, upon application, authorize the issuance of permits for any type of development as a conditional use not otherwise permitted by this Interim Bylaw, after public hearing preceded by notice in accordance with 24 V. S.A. section 4464. 2 The applicant has submitted a complete application for Conditional Use approval by the City Council pursuant to this section. As such, the City's Administrative Officer warned the public hearing scheduled for April 30, 2012. Pursuant to Section VI of the South Burlington Interim Zoning Bylaw, adopted February 22, 2012, authorization by the City Council shall be granted upon a finding by the Council that: The proposed use is consistent with the health, safety, and welfare of the municipality. The law is well settled that municipal zoning ordinances are constitutional in principle as a valid exercise of the police power when reasonably related to public health, safety, morals, or general welfare. City of Rutland v. Keiffer, 124 Vt. 357, 359, 205 A.2d 400, 402 (1964); see also Galanes v. Town of Brattleboro, 136 Vt. 235, 240, 388 A.2d 406, 410 (1978). However, references in an ordinance to the "public health, safety, and welfare" of the municipality are not adequate standards in that they fail to provide both adequate guidance to the reviewing body and fair notice to landowners. See Town of Westford v. Kilburn, 131 Vt. 120, 123-125, 300 A.2d 523, 525-526 (1973); see also In re Handy, 171 Vt. 336, 344-345 and 347, 764 A.2d 1226, 1235-1237 (2000). For these reasons, the City Council does not conduct a separate review of applications under this standard in 24 V.S.A. section 4415(d) and Section VI of the Interim Bylaw. Interim Zoning Bylaw Section VI(a): The proposed development shall not result in an undue adverse effect on the capacity of existing or planned community facilities, services, or lands. The City Council should review the following (and any other) elements of this standard and determine whether (a) the proposed development presents an adverse effect and (b) if yes to (a), whether such adverse effect is undue. Community Facilities & Services: • Schools & Education: The proposed development will not change the number of students in South Burlington schools. • Highway Capacity & Maintenance: The proposed development will create an estimated 36.62 additional afternoon peak hour vehicle trips, but will also reduce the number of curb cuts on Laurel Hill Drive.. The Director of Public Works has reviewed the application and feels that the proposed project will not have an adverse effect upon highway capacity or maintenance. • City Hall & Services: The proposed development will not change demands on city hall or services. • Fire /EMS Facilities & Services: The proposed development has been reviewed by the Fire Chief. He feels that this development will not have an adverse effect on Fire/EMS facilities or services. • Police Facilities and Services: The proposed development has been reviewed by the M Police Chief. He feels that this development will not have an adverse effect on police facilities or services. • Water & Sewer Facilities: The proposed development will result in less water and sewer usage than the current structure, due to the reduced size. • Stormwater Facilities: The proposed development incorporates stormwater catchbasins and grass swales to manage discharges from the site. • Library Facilities & Services: The proposed development will not change the number of users of the library. • Recreational Facilities & Services: The proposed development will not change the number of users of the city's recreational facilities or services. • Housing & Affordable Housing: The proposed development does not include any housing. The district in which the project is located allows for both residential and non- residential land uses. Community Lands • Open Space. The proposed development does not significantly alter the amount of open space on the property. The current building and parking will be replaced by a new building and parking facility. Primary Agricultural Soils: In Vermont, regulated soils under Act 250 include both those classified as "prime" and those classified as "statewide." In making a determination of whether these soils are to be regulated, a site is reviewed to determined current use, agricultural viability, and adjacent uses. The basic classification of soil types does not account for whether the land is developed or not. In South Burlington, the significant majority of all land includes a basic classification of containing either "prime" or "statewide" soil types. For this site, the existing development on the property is located on soils classified as "prime" agricultural soils. The proposed development will replace existing development on the property. No assessment has been completed as to the viability of agriculture on the site. However, in accordance with the Farmland Classification Systems for Vermont Soils produced by the USDA & Natural Resources Conservation Service, "Prime, Statewide, and Local soil map units cannot be urban or built-up areas. A delineation of a Prime, Statewide, or Local soil map unit which has been converted to urban land or build- up areas should no longer be considered Important Farmland. " • Form Based Codes: No form based codes are under consideration for this parcel. • Travel Corridors: The proposed development is located adjacent to Shelburne Road, an area that has been examined as part of the Cars to People and Shelburne Road Corridor Study. The proposed development is adjacent to roadways with sidewalk and includes a pedestrian entry from Shelburne Road. Interim Zoning Bylaw Section VI(b): The proposed development shall not result in an undue adverse effect on the existing patterns and uses of development in the area. The City Council should review the following (and any other) elements of this standard and determine whether (a) the proposed development presents an adverse effect and (b) if yes to (a), whether such adverse effect is undue. 2 Type of development: The proposed development is a drive -through bank. The current use of land on the property is a bank/office building. Adjacent uses include: • To the west (across Shelburne Road), People's United Bank and other commercial uses • To the north (across Laurel Hill Drive), Burlington Bagel Factory and other commercial uses • To the south, a hotel and other commercial uses • To the east, single family residential uses. Orientation of development The proposed development includes a principal structure that is located proximate to Shelburne Road and Laurel Hill Drive. Parking for the use is located on the eastern portion of the property, adjacent to single family residential homes, as is presently the case with the existing bank. Adjacent properties include a mix of parking in front of and behind the buildings. The proposed use includes landscape screening between the uses. Scale of development The existing development consists of a two-story commercial building and associated parking. The proposed development consists of a one-story commercial building and associated parking. The scale of existing uses in the area varies between single and two- story structures. The hotel is a two-story structure, as are the adjacent single family homes. The size of the building is similar to other commercial facilities in the area. Interim Zoning Bylaw Section VI(c): The proposed development shall not result in an undue adverse effect on traffic on roads and highways in the vicinity. The City Council should review the following (and any other) elements of this standard and determine whether (a) the proposed development presents an adverse effect and (b) if yes to (a), whether such adverse effect is undue. The proposed development will result in the removal of one (1) of the two (2) curbs cuts located on Laurel Hill Drive. It will also result in an estimated increase in afternoon peak hour trip ends of 36.62, due to the addition of a drive -through. The applicant will be required to pay into the city's Roads Impact Fee as a result of these increases. The project will also create a front door facing onto Shelburne Road, for easier pedestrian access. The Director of Public Works has reviewed the proposed development and does not feel that it will present an adverse affect on traffic on roads and highways in the vicinity. Interim Zoning Bylaw Section VI(d): The proposed development shall not result in an undue adverse effect on environmental limitations of the site or area and significant natural resource areas and sites. The City Council should review the following (and any other) elements of this standard and determine whether (a) the proposed development presents an adverse effect and (b) if yes to 61 (a), whether such adverse effect is undue. Limitations of the site or area: The site in question does not appear to have any environmental limitations (wetlands, steep slopes, shallow depth to water tables), save for the historic presence of prime agricultural soils beneath the existing parking lot and building. There appear to be no adjacent connected environmental limitations. Significant Natural Resources: The site in question does not appear to have any significant natural resources (wildlife habitat or corridors, rare tree stands, etc.). There appear to be no adjacent connected significant natural resources. Interim Zoning Bylaw Section VI(e): The proposed development shall not result in an undue adverse effect on utilization of renewable energy resources. The City Council should review the following (and any other) elements of this standard and determine whether (a) the proposed development presents an adverse effect and (b) if yes to (a), whether such adverse effect is undue. Utilization of renewable energy resources on site: The proposed development does not include renewable energy production on site. Utilization of renewable energy resources off site: The proposed development does not appear to preclude the use of renewable energy by adjacent properties, as the structure on the site is only a single story in height and is located towards the western edge of the property. The properties to the east of the proposed development are adjacent only to parking and landscaping designed for screening purposes (as required by the Land Development Regulations). Properties to the west and north and buffered by city streets. Interim Zoning Bylaw Section Vi t): The proposed development shall not result in an undue adverse effect on municipal plans and other municipal bylaws, ordinances, or regulations in effect. The City Council should review the following (and any other) elements of this standard and determine whether (a) the proposed development presents an adverse effect and (b) if yes to (a), whether such adverse effect is undue. South Burlington Comprehensive Plan Goals (adopted March 9, 2011) • Comprehensive Plan, page 7: Regional Cooperation: "Through reciprocal cooperation with neighboring towns, regional agencies and entities with regional influence, the City plans to promote economical and efficient administration of certain public Ce services including water supply, fire and police protection, transportation, parks, water quality improvement, and waste disposal. In addition, the City recognizes its role within a larger regional context and shall plan in cooperation with neighboring municipalities and other towns in the region. " The proposed development is located within an existing developed area and is a redevelopment of an existing commercial use. Comprehensive Plan, page 7: City Identify & City Center: The City shall strive to establish a vital and dynamic focal point consisting of residential and commercial uses and public spaces in the Dorset Street area. This City Center shall welcome travelers to the City and provide an exciting area for residents and visitors to live, work, shop and recreate. It is a goal of this City to strive to establish a vital and dynamic focal point consisting of residential and commercial uses and public spaces in the Dorset Street area. This City Center will welcome travelers to the City and provide an exciting area for residents and visitors to live, work, shop and recreate. The proposed development is not located within the City Center area. • Comprehensive Plan, page 7: Population & Balanced Rate of Growth: It is a goal of this City to promote through appropriate growth management techniques a reasonable rate of population growth and development to ensure a vital and healthy community. The proposed development is located within an existing developed area and is a redevelopment of an existing commercial use. Comprehensive Plan, pages 7-8: Quality Environment: The City plans to protect the aesthetic quality and maintain the diversity of the living environment, both natural and man-made, through open space preservation; minimized view disruption; acquisition of adequate lakeshore properties; protection of watercourses, wetlands, and wildlife habitats; requirements for landscaping, buffers, and setbacks; protection for historic and cultural resources; and maintenance of ample outdoor recreation facilities. Both fiscal and statutory resources shall be used to this end. The proposed development is a redevelopment of an existing site. The development includes a landscaping buffer to separate the commercial use from residential uses to the east. Comprehensive Plan, page 8: Land Use Distribution: The City shall encourage a land use pattern generally consisting of a higher density, compact urban core in the Dorset Street/Market Street area (i.e., proposed City Center), continued investment and growth in the City's existing developed corridors (i.e., Shelburne Road and Williston Road corridors), and generally decreasing densities and less intensive uses toward the more rural communities to the south and southeast. The City shall strive to maintain an appropriate balance between residential, commercial and industrial development and open space and natural resource preservation. The proposed development is located along the existing developed Shelburne Road 7 corridor, included in the goal statement above. • Comprehensive Plan, page 8: Open Space Planning: It is a goal of this City to promote the conservation and restoration of its natural resources in planning for the City's future while allowing for the City's continued growth as an urban center. The proposed development is located within an existing developed area and is a redevelopment of an existing commercial use. No open spaces presently exist on the site on in adjacent areas. Comprehensive Plan, page 8: Housing: Shelter is a basic need and providing for housing is a fundamental element of the Plan. The availability of quality housing, and quality affordable housing, is important in attracting and retaining a qualified work force. Existing and developing residential neighborhoods shall be identified and protected through appropriate zoning and responsible site planning. The proposed development does not include housing. Existing housing is present to the east of the property. The development includes a landscaped buffer between the two uses. • Comprehensive Plan, page 8: Schools: It is a goal of this City to provide a quality education system through its public school system and promotion of other public and private educational programs. The proposed development does not includes housing or other demands placed upon schools. • Comprehensive Plan, page 8: Recreation: A goal of the City is to provide for the varied recreational needs and interests of its citizens by providing areas and facilities for passive recreation, active sports, cultural and educational programs. The proposed development does not include any recreation facilities but is located adjacent to sidewalks on Laurel Hill Road and Shelburne Road. Comprehensive Plan, page 9: Economic Development: The City will promote a stable and orderly rate of economic development in order to maintain existing jobs and provide new employment opportunities. The City will remain aware of the substantial secondary effects of this development, such as increased demand for new housing, more numerous and extensive municipal services, and potential environmental degradation, and work to properly address such effects. The proposed development is a redevelopment of an existing site and will result in a smaller building than is presently on the site. • Comprehensive Plan, page 9: Transportation: It is a goal of this City to improve and expand all modes of transportation including private automobile, public transit, air, rail, biking, walking, ride sharing and private sector involvement. Such expansion and improvement shall be consonant with equal access for all income levels and abilities, reasonable costs, orderly and continued economic growth, existing and proposed land use, the fixed supply of land, the increasing cost of energy, and other goals of this plan. The proposed development is located along Shelburne Road, which is served by public transit. The development includes a new front -door entry for pedestrians. The development also include a proposed addition of a drive -though window. • Comprehensive Plan, page 9: Public Utilities & Services: It is a goal of this City to provide quality public and quasi -public utilities and services to all residents and businesses in a manner that is efficient, cost-effective and environmentally sound. The proposed development is located within an existing developed area and is a redevelopment of an existing commercial use. • Comprehensive Plan, page 9: Land Use through Zoning: The City plans to zone land for its best use, taking into consideration the physical nature of the land, the economics of its development, its relation to existing uses, and the needs of the community as a whole. The subject property is located within the Commercial 1- Residential 15 zoning district. Land Development Reaulations (amended January 9. 2012 Staff recommends that the Council include a condition in any approval of this proposed development that the applicant must receive approval from the Development Review Board prior to issuance of a zoning permit. All other citv ordinances Staff recommends that the Council include a condition in any approval of this proposed development that the applicant must receive all other applicable permits prior to issuance of a zoning permit. STAFF REVIEW SUMMARY Staff has reviewed the proposed development for consistency with the Interim Zoning Bylaw review standards. The City Council is encouraged to examine the proposed development against each of these standards and staff analyses. The Council should feel free, as well, to consider and discuss any analysis of the standards not considered by staff in this review. For ease of use, staff has prepared a short summary of key discussion items for the Council under this application. • The proposed development is located adjacent to 1-2 story commercial buildings to the 0 north, south, and west, and 1-2 story single homes to the east, and includes a proposed vegetated buffer between the parking area and residential neighborhood. • The proposed development is anticipated to increase afternoon peak hour vehicle trips as a result of establishing a drive -through bank facility, but will also reduce curb cuts on Laurel Hill Drive and include a pedestrian access from Shelburne Road. Respectfully sub itted, PaL4 Conner, AICP, Director of Planning & Zoning Cathyan aRose, AICP, City Planter 10 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this _tenth_ day of _April_, 2012, a copy of the foregoing public notice for Interim Zoning Application before the City Council `[type of application] # IZ-12-01 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) B&S Food Service Box 8819 35 Sockanosett Cranston, RI 02905 Gloria & Lawrence Rozzi 54 Brewer Pkwy So. Burlington, VT 05403 Chittenden Trust Co. c/o Corp Finance P.O. Box 820 Burlington, VT 05401 Kunal, LLC 138 N. Main Street Rutland, VT 05701 Laurel Hill Assoc., LLC 30 Deerfield Rd. So. Burlington, VT 05407 Vignesh & Padmini Solai P.O. Box 549 Malden, MA 02148 Robert & Sandra Goddard 11 Laurel Hill Dr. So. Burlington, VT 05403 City of Burlington School District 550 Dorset Street So Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Dated at _Burlington [town/city], Vermont, this tenth day of _February , 2012. Printed Name: Shawn Brennan Phone number and email: (802) 864-6844 SBrennan(&fffinc.com Signature: Date: 4/10/12 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this tenth day of April , 2012, a copy of the foregoing public notice for Interim Zoning Application before the City Council _[type of application] # IZ-12-01 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) B&S Food Service Box 8819 35 Sockanosett Cranston, RI 02905 Gloria & Lawrence Rozzi 54 Brewer Pkwy So. Burlington, VT 05403 Chittenden Trust Co. c/o Corp Finance P.O. Box 820 Burlington, VT 05401 Kunal, LLC 138 N. Main Street Rutland, VT 05701 Laurel Hill Assoc., LLC 30 Deerfield Rd. So. Burlington, VT 05407 Vignesh & Padmini Solai P.O. Box 549 Malden, MA 02148 Robert & Sandra Goddard 11 Laurel Hill Dr. So. Burlington, VT 05403 City of Burlington School District 550 Dorset Street So Burlington, VT 05403 South Uurlmg, iwi Sample Certificate of Service Form. Rev. /-2012 Dated at Burlington_[town/city], Vermont, this tenth day of February , 2012. Printed Name: Shawn Brennan Phone number and email: 802 864-6844 SBrennan fffinc.com Signature: Date: 4/10/12 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 I�Z low014 southburlington. PLANNING & ZONING Permit # IZ- - wfr ; ust a�lr) CONDITIONAL USE APPLICATION FOR THE CITY COUNCIL UNDER INTERIM BYLAWS 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 City Council. I understand the requirements and procedures required by State Law (Section 4415 of the Planning & Development Act), and that a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #); New England Federal Credit Union, P.O. Box 527, Williston, VT 05495; Phone:(802)879-8790 Fax: (802)764-6552 2) LOCATION OF LAST RECORDED DEED (book & page #) Vol. 446, Pg. 240 3) APPLICANT (name, mailing address, phone, fax #) New England Federal Credit Union, P.O. Box 527, Williston, VT 05495 Phone:(802)879-8790 Fax: (802)764-6552 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Thomas Richards - NEFCU P.O. Box 527, Williston, VT 05495 Ph.(802)879-8776 Fax (802)764-6552 a. Contact e-mail address: Richards@nefcu. com 5) PROJECT STREET ADDRESS: 1000 Shelburne Road 6) TAX PARCEL ID #: 4 4- 0 9 9- 0 0 0 7) PROJECT ZONING DISTRICT(S) Commercial 1 - Residential 15 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 8) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Demolish the existing structure on the site consisting of a 2 story portion w/ a 2,400 s.f. footprint and a connected 1 story portion w/ a 2,800 s.f. footprint. Construct a new 1 story 4,000 s.f.structure w/ a 500 s.f. drive through banking canopy. b. Existing Uses on Property (including description and size of each separate use): Banking use occupies the existing ground floor 5,200 s.f., and the 2,400 s.f. second floor has a general office occupancy. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Existing banking use is to remain w/ 4,000 s.f. of space, and a new drive -through banking canopy will be added at approx. 500 s.f. d. Description and Summary of all requested approvals from the City Council Approval to replace the non -code compliant shared tenancy building with a smaller single tenant (the owner) building that meets current code and is better suited to NEFCU's business needs. Approval to add a drive -through banking service so that members have services on par with with other financial institutions on Shelburne Road. Drive -through banking puts this project into the PUD.cateaory. e. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): This lot is at the corner of Laurel Hill Drive and Shelburne Road, is adjacent to a residential zone, and is in the Shelburne Road Traffic Overlay District Zone 1. 9) SUPPORTING DOCUMENTS. A completed application form and required submittal materials for the applicable review before the Development Review Board or Administrative Officer shall be included. In the case of a subdivision or planned unit development, all information required for Sketch Plan Review pursuant to Section 15.05 of the Land Development Regulations (LDRs) are required. In the case of all other types of applications, the applicable LDR submittals are required. Applicants are further encouraged to provide information demonstrating compliance with the review standards set forth in 24 VSA §4415 (d) and (e). 10) PLANS AND FEE 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-fonnat) of Interim Bylaw Council Application Form. Rev. 1-2012 the plans must be submitted. An application fee shall be paid to the City at the time of submitting'the application. See the City fee schedule for details. 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 agenda 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 infor tion re ested as part of this application has been submitted and is accurate to the best of my, kno edge. SIGNATURE OF APPLICANT TURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: 2 COMPLETE 0 INCOMPLETE PRINT NAME // I 3 /g Administrative 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. Interim Bylaw Council Application Form. Rev. 1-2012