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HomeMy WebLinkAboutBATCH - Supplemental - 0005 Holmes Road, f } is T } M Farrell Distributing Illustrative Plan T. J. Boyle Associates South Burlington, VT z landscape architects • planning consultants I i _------------ -- — .v l - - _ — —_77 _ - - LRO IIII11lII.'1 �I I I 1 (\ \ -" ---- - -' _- - -------------- <- - f V __ EXISTING _ ._. ,... - BUILDING_-- ' '�'� \ � i'--�— III A•��•�•5'• /�'.�—_—'--- '•. 4t.. I i ����_ '�. \ i I I I \ EXISTING � \ I I ,' � I �/ .,I�e'�f=v — � .�, •,C \ , \\. \ \\ \ - I ` ` \\\\\\. / i � �� �. � ��. '\\\\ .. $UILDING , , '.\",,___.. I o 11 --��_�—_--^_'_ � 1 I I I �i > A :., � \ � � ,,.,. � .,� 'V •V� V A\I\\\\\V � 1 _ .1. // �// �i /� _ ..... �. .:.A �, ./ / -I /p 1 '/ __-'////�' � v � / I II \ V � �.. \v., � yV •.� v vvI ....,-- / �a---'Ill�iill �v. -v . � 1 \ ' __._—i==___ __ii i � � _—� � �. ''' I I -------""'._ _ �, \, •\\ � '.\ :, �\ \ \ \11\I\IIII I __"," 1.111c — I Iillllll l.l�'I III II / I _ ...__.. �."\ —__- `-�- L —,__—____' I .-_ I _'.. I \ \ �\ \ II II'III IIII II 1 v--- _-s-' I A A• •\ A\v, vEXISTING A /� v I _ " � A A•' A �`i \\,.A.r BUILDING A• \� \/ IIV /� _'--' II I IIIIIIII IIIII/ , I ,— . \ \ \ \\� \ \, •, \ \ �� — /Ill III I j - �,-,""r Y •; ,- FOUNDATION PLANTS TO :.; 'y y Ay A;, '�� � \ � ', '-' %�' _- R 0 2M.� BE REMOVED ALONG , -- l FRONT FACADE city, "Burling tQn „ / X _—_—_ LEGEND --—! PARKING LIGHTS 77 ' i F • � , .. I _ � � I - - '� BUILDING LIGHTS \ \ '/'� � v LIGHTS/TREES TO BE i ice% _ + - REMOVED _ _ _ _ - --_____ _/ TREE PRESERVATION FENCE TREE PRESERVA N - - - - - - DETAILS(IYP.) ✓ ,/,'O �. .'/ ��'---'I �, ,,- -� __-- ,-' ,, / __-' __,-' __-' __-'��------- -------------- ",- - ____----f- ___ -' _ - PROPOSED TREELINE § - - 't E: J NOT -_-- / __ - - RETAIN EXISTING LED FDCTURES FOR \ ✓ / / ' ' ,'-z 7--r.r-��� 4 / T ---- REUSE, SEE LIGHTING PLAN L102 FOR NEW FIXTURE LOCATIONS �- �,� y � 1 T 1 I /lfl/ /I' lII1L - 4�7 `- --- -�- — �- _ - .-+--- --- _'"%- � - III I .. , .,, -,.. _../ � `- -- - -\ � r —; A4/ — r• — •-cc=== _ _- _ --_-- —' -- — -- - �-\ i l H III X1, r� ^ I. 7Z .. / A EXISTING DING 1 _ 1 I 'i i 1 IN MW EXISTING I I� \ /J BUILDING if Al \ �� ' \... \. ' i � .. \._.. �,.\ \ ,^, \,\:.`\�.: \ ' \ `\\ �\\,\ \ \.ta �, � T _ ._ -�'Y 11 i i i / ✓� \ %�� \ I 1� _ :r V AA:. v Ay A•� �� _� l : 1 v �I�Iri If �v A;y�1\ � O'i.\ I l v EXISTING 2�'1 v v BUILDING "_ .: v:':, a-' :•• / I \\ ��� \. FARRELL DISTRIBUTION PLANTING SCHEDULE LEGEND . Fr IGD(31) '/ � � •' AFAa(2) vG0 e OP3 I) \ I Trees Oty. Code Scientific Name Common Name Size Spec Notes 5 AC ACER campestre Hedge Maple 2.5 cal. S&B 4 AFAS ACER xkeemeni Autumn BI,m' Autumn Slam Maple 2.5'.I. B&B 3 BNH BETULAnigre Du. Heat Duna Heat River Birch 10'111. B&B B CWJK CRATAEGUS entls'Woter King' W'nter King Hawthom 2^cal, S&B 27'Spacing 2 GTH GLEDITSIAtCHelka' Hake Honeyl —t 2.5".I. B&B t MLR MAGNOLIAIIIiflore Rldtl' Magnora Rck 6'Ht. B&B 2 PG1 PICEAglauca White Spruce a, Ht. S&B 2 PG2 PICEAglauca White Spmce 10'HL B8B t PP PICEA un ns %b Blue Eyes P 9e Y Ya ' B M I eb ue E a e ue S race Y M P 5 HL 88B 9 TOT THUJAoaitlentelI. Tachny Mssion Prbortitee 5 HL 68B 2 TCG TILIA coMata'Greens ire' P Greens reLintlen v 25 ul B&B 1 1 OP QUERCUSpalustis JP.n Oak 2.5 cel. B 6 ZS ZELKOVA serrele Green Vase Green Vase Zelkove 2' cal. B&B B PROPOSED DECIDUOUS TREES _ Q PROPOSED MULTI -STEM TREES - PROPOSED CONIFER TREES PROPOSED REPLACEMENT TREE k EXISTING DECIDUOUS TREES - EXISTING CONIFER TREES G2 PROPOSED TREELINE HMe(zai \:\. \�� \ \�• \\�\ 80ryba Code ILE%glebre DensSs e'I is Name Common Name Size Spec Notes j .. r % • -- "L._.� tat F.: �v - a LIGHTS 1[ I / r/ __,��' _ SNOW SNOW STORAGE _ __ ,-Bio.3wale Island RELOCATED _ � _- •--- r .i I 1 � / _F - a GVb'Wa} _ ' - '' ' - _ — _1-18NY � � __ _ -STING FUG POLE - `` '{ {, - ANDFtAGLIGHT I/ I 1 i �'I ll.- /. .�\-C^ _ - i ---_ -"_ --- PERUS ch nano a See Green' See Green Juri Oty. Coda Scientific Name Common Name Size Spec Notes 1g AN ASTER novaeangf-ae New England later Clump #2 Conl. 30 EP ECHINPCEA purpurea Purple Coneflower Clump #2 Cont. 28 HE HELKW515 hefanthoitles Smooth Oleya Clump #2 Cont 20 HB HEMEROCPLLIS Mn Wemer, Bare' Happy ReNms Deylilies Clump #1 Cont 20 HM HEMEROCPLLIS 5blla D Om Ruby Red Dayttlles Clump #1 Cont 20 SS SCHIZACHYRIUM acepanum Little Bluestem Clump #2 Cont `/ im= __""- _ c i r _ —RB lacement Trees i� I\ Cry. Code Sc e t Iic Name Common Name Size Spec Notes 1 PC ACER temp tr Hedge hgple 2.5 cel. B&B 8 ArFC ACER Xfre' C I bratlon' Celebration Maple 25 cal. B&B 25 Spacng 1 CWJK CRATPEGUS--tlis'Wntar King' Winter King Hewmom 2"tat. B&B 27Spac ng 4 PP PPfiROTl4p Pers en Parro•8 25 calm B&B 9 QB OUERCUS b' for Swamp White Oak 2.5' UI. B&B 30 Spacing 2 OP QUERCUS p Istria Pm Oak 2 5 cal. B&B 3 SA SORBUS alri kl a Korean Mounbinash 2.5' cel. B&B I j I Replacement Trees Shawn in Green on Plan I I I — I I I / APB 0 9.2�15 _ 60o Cc91.16 �3MDDFIII714L.16 T. J. Boyle Associates, LLC P6G1L'S�5 Dist revisiaw tlW sale Planingtlrg Replacemwnt ReNebm reviaione 4I082015 -- ------_-- landscape architects .planning consultants © by I JBO �JDS 4/OS/2015 Farrell ilbutlri MM m �" ° -'°� °� L-101 301 college street • budington • vemant • 05401 802.658.3555 htlp:Invww.glwyM.com awn m�J80 �• 1" = 40' Landscape Planting Plan .. ....,.. ... Farrell Distributing Illustrative South Burlington, VT Scale 1" = 40' Plan T. J. Boyle Associates landscape architects • planning consultants EXISTING CONDITIONS PROPOSED CONDITIONS Farrell Distributing Co. Illustrative Section MAR `., 0 t3 �,,,. t'Y�11d� s".,a� City of So. Cur iington 0' 20' 40' 60' T. J. Boyle Associates landscape architects • planning consultants SITE ENGINEER: - -- 19 POWERLINE EASEMENT CIVII ENGINEERING ASSOCIATES. It.�-- - - YD AiEASEMENT 10 MANSFIELD WEWWJE, SOUTH BURLINGTON, VT O540 BOYdfi9-2323 FAT( Ha1�P211 ure6: www.cea-N.cwn - w=--- -- � aM1rNc1rt - - rosETeacK ,t,o i+Nesas at�i _ �N wP —_ — - �_ _-.— II - L MAB CITICKED INI _ � -- �_ -- 135- �- �• '� � "�AMWGtW>�t ._ � �' ,w-�- - 05 �� -' I . ' _ - i-"RETANG WALL I W POWERUNE EASEMENT CANPEDESTFASEMENr K 1�- -'- SWNF - -- ` 1' - - I�,CJG - -�� - - •�-- 29 SEWER -3WALE 135 - 135 __- 135 - .--- - 7� I \ SAV I OWNER: 1 __ FARRELL . 1Ao txlSnNq PyiY1lwT� w-- � r — — — — _ , — — _. _ _—_— -= _—_ ISTING l\ DISTRIBUTING /fAQi,A�iES ROAD -+ ' - 5 ro —;- klas- 'ruw eu-nowEPN3 -PROPER7YtS, INC. i ERS CORP. SHED BUILDING WERGROUND F F_ wo•6 �OUD O14FACIE TANK 5 HOLMES ROAD oaaNGDocK \ 1 I � I - SOUTH BURLINGTON TON NODNE ! � VERMONT EXISTING .. II` Ra CONCRETE WALL 1LDING3PowERUTHRESHOD U(TOP OF CONCRETE) PROJECT: ... FUEL LF-. - FUEL IaG EC BJk J/' PUMPS FUEL 6"P fXISTING PARN IS TELEPHONE /' TERMINAL PEDESTAL .o 'uTILIT,Bax./� E1�fiM3PMKWa� PROPOSED SITE I IMPROVEMENTS r. n1f PROPANE -JI� E PI NND D.M. FARRELL & I o I\\� I �/ 30.SEYwR EASEMENT ' w -�\ I' I /-/ 9EXISTING TRUCK PARxING SNED \ I /_- r 1 ,e/ $I_ TOREMNN S. MCCONAUGHY �1 FARRELL THRESHOLD=150.8 AO coNj j -1 I DISTRIBUTING --_ — — js, �5� s— 1 J/ �I y>�' j• 1�� 1 CORP. 1 ^ / / I / 3 EXISTING BUILDING I �4 f a l p 8011NVOATCURB rrlafsFlDLD=T54s P I I / I 17 I I 5 HOLMES ROAD 1 /--RETamAwGw fTYP @O.H. DOORsI Ex EXISTING RAMP k /1 SOUTH BURLINGTON ���pp / f REMNemw THRESHOLD=154l f/ EXISTING i / I e5 VERMONT CMF'IJIS'1,.. / C` B _\ � �' _ FF C. — t$--y�4 ° --"_ iRASFORMER CONC. I LANgSCAPED CONCMPAD • ' , / j ywlD jl II } - LEGEND �S'0 p BT.� i CTT - a /' LY6TMC TRUCK �� AC UNR f ;J, 1 r V�A , ----y :. i Ik Exls,eAT PNjNNG / aUEU'NG' I °fl•— APPROXIMATE PROPERTY LINE 0+"+K• �� IQ BH EPMKWG 1ET3W LSECUR///ryry. CNMERh - — AppaOXMMTE SETBACK LINE - UCE FIRE SEANCE CONNECTK)N AFTAWANG W J �_1tp� 10p I ll EXISTING CONTOUR M4LB0I`, -"~ D3SnNa PMIafA3 MONITORING WELL / / �1 I.. EXISTING CURB I I Oil TE(£P �aoFIE I rcAPPLE ". / I I EXISTING FENCE LOCanoN' I b ryt 1 I aLl f PED 1 - - - - - - - - - EXISTING GRAVEL ? 11 .i Dill r_ �3 - _ EXISTING PAVEMENT II q "> 1 I .1� FLAGPOLE -� _ — — - 6.- / EXISTING ELECTRICLU p_-I- CONC. _ �- - te5- / / 1 —^'— EXISTING FORCEMAIN i %---0--- DUSTING GAS Ta - — —_ - EXISTING STORM -Ta-,Is- -sd DUSTING GRAVITY SEWER _ EXISTINGTELEPHONE EGOF0oOLOCATION IM�1AP TIN EXIS DUSTING SWATER WALE �CZ_ � STONEWALL _ ® EXISTING SEWER MANHOLE ° — — '� / j - 1+ = �- EXISTING STORM MANHOLE aAre cesL,¢D R—ON swALIF ,/ ON. - - %_ EXISTING CATCH BASIN ozla5ns c.Ia LOsueMlnu 1 ! _ y'-- � EXISTING HYDRANT l I I I i /p./ I • EXISTING SHUT OFF GENERAL NOTES — 1 EXISTING UTILITY POLE - - l7-O EXISTING LIGHT POLE 1. Utilities shown do not purport to constitute or it re ati II utilities 1------------ -- p p represent o as located upon 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. I -3 EXISTING GUY WIRE/POLE or t Contractor to the surveyed premises. Existing utility locations are approximate only. "LAKEWOOD COMMONS" The Contractor shall field verify all utility conflicts. All discrepancies shall be reported 11. Any dewatering necessary for the completion of the silework shall be considered as part of the � T EXISTING SIGN to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to contract and shall be the Contractors responsibility. any construction. CONDOMINIUM EXISTING DECIDUOUS TREE r 2. All existing utilities not Incorporated Into the final design shall be removed or 12. The Contractor shall coordinate oil work within Town Road R.O.W. with Town authorities. Ref. Plat L I EXISTING CONIFEROUS TREE abandoned as indicated on the plans or directed by the Engineer. 13. The Contractor shall install the electrical, cable and telephone services in accordance with the utility ­vl� -\, EDGE OF BRUSHAVOODS companies requirements. I O IRON ROD/PIPE FOUND EXISTING 3. The Contractor shall maintain as -built plans (with ties) for all underground f] CONCRETE MONUMENT FOUND utilities. Those plans shall be submitted to the Owner at the completion of the 14. Existing pavement and tree stumps to be removed shall be disposed of at an approved off -site R, CALCULATED CONDITIONS SITE project. location. All pavement cuts shall be mode with a pavement saw. 4The Contractor shall repair/restore all disturbed areas (on or off the site) as a 15. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall / AI direct or indirect result of the construction contact the Engineer for verification before work continues on the item in question PLAN 5. All grassed areas shall be maintained until full vegetation is established. 5. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and 16. 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 plane for riser detail. 17. This plan is not a boundary survey and is not Intended to be used as one. — —NoNUNReR operable facilities and utilities. '18. Property line information abstracted from City of South Burlington Land Records and field survey GRAPHIC SCALE B. The Contractor shall submit shop drawings for all items and materials conducted by Civil Engineering Associates, Inc. August 2014. Monumentation recovered Is consistent with 02/25/2015 incorporated into the site work. Work shall not begin on any item until shop drawing recorded documents. approval is granted. 19. Site Intomnatian is based on a field survey performed by Civil Engineering Associates, Inc August 2014. IN IN 11111111111111111 s V 1„ = 50' O 9. In addition to the requirements set in these plans and specifications, the Contractor ',. Contractor shall complete the work in accordance with all permit conditions and any Civil Engineering Associates, Inc. survey orientation is Grid North, Vermont coordinate system of 1983 (Horizontal) and NAVD88 (Vertical) Established from GPS Observations on site. Water line location is IN F'66'f I I inch = 50 1 e Public Works Standards. based on information provided by the town of South Burlington Water Department and field located PRaI. No. structures. 14186 I SITE ENGINEER: sff .® Y ._eA _ `�'�T' � 3 TL"' ._-- •r. -�- - _ � _ ti v ...".y, --fAS _ � _ AIM-,a628 __ Af�iE CIVIL ENGINEERING ASSOCIATES. INC, 10 MANSRELD VIEWLANE, SOUTH BURLINGTON• V?05403 SMryE1 13B - 8 "tW2323 FAX-- 802-08422r1 ws6 www.cee N.c°m -.. RNcfevw.e5 .... --.._� __ �ow 1 ^ �T - w— \ � E G A5 INv. w 12e� pr1A - w --y m-s4lw - _I '. -}—� - - - c°Prm - clrss near® _ -. aT 151. J wMaTE,�o�.a➢9B--wl- _ �w � - . ,ae — , OPPFO-. �,.�sg �= .� �§, %Y - -- -.- .. _ �- -`-r _ c _t 5 _- -_ - / - DAAFNcflt' iz- f•MP� ',3T ._?�'aw -- --';.G.... ' � �qo � � ��\' \J _MAB � swYT1�a' •. 38 ,40 - N ..� 2r SEWERS MENT _ /---..—...141-_-. -''I� / -- w-14Bi RIM-14BM .I—.. —..— CJG �. I 10 l I.. '? y E wV.IN-139B(f2 N)— L�CUSi /` .:f982 ,�NVINr,828 iS SE) 2r POWERLINE EASEMEM � ..._ —' / JNY.IN:f36 1AB' J INv. oor-LAs2 NWl..--_ I LOCATION OBE FIELD VERIFIEOo_ __,_�_----c--- SAV _ _ ----d-----a RBA=I.lb I 4 MAPLE .. 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T ._ -1 v....-_ = .►�..�9""r -- � � �J sraPNMo vrPPEs I I I SO ON so C9021 VERMONT I - wvw=,A4Br Mom• BOLMDATCUPB EXISTING BUILDING SO IrNv our-raa elfr W9�,CQ'�/ frm.®on 000ksl 149,TINE RETNMNG 4Y O 1 / I �! THASFORMEA PINE 2S PINfr D THRESHOLD=154.8- _ 1 �0 RIM-11Y.8 I / RETAIJYINGWALL,� 1� THR - � A. -- -P , 8 — 8a'w-fI6II(ir SE) R U,'. PROJECT i 2'PINEC 1B b1�' INV.-fABB('NW) 1— LOCATION ��a _ CMF OAK S _— ,K I WV.OUr-,483 (12 RULE I r � - -,. a p�--�•^""�� I GAS— P- PARPING CONG PAD I T RIM-I30.5I 5� - i curs ON -,.afE>JSNraGrnUCKQMMIVO RIM=,w.ro � . 4 fP wV.w-,40.B Y Sq MIN-f4.3(SSE) I W // .. wV OUr-,46.8 (1r NWI �� -_ `\\.'�\ ,\..' �: � \�''•,\ \ �\ \\� \ \ \ \.\�\ \\ �� \\ \ \ \ —BI-,. it 1 I "1`"" ( El OA� OTT-144.B(f2•Sj wV.OUi=1H.1 (12'I%7 1 M9 11 ® \'�. \\ \ \\ \\\ \ \ \ \\ \ \\ K CBMi4 / LANDSCAPED AREA \ � . � \ \ � �\ \• � � \ �..\ \^\.. ,.\ \; \ t. � \\ �•�+��\ Alm=148.38 ,.,td� J I \ \� \ \ i• \\ E u ��� '� yy�O LOCATION MAP GBr,s rNvw-,4Bo F� AIM ,4aes % rNv our=�](e•swl .. �''�l I .;�. \� .\. ^� \ \ .•.\ \\\ \\\ \ \ \...� \ � � \� � \\ \ T=200V I AWLB EXISrNKi PARNMI • \ \ ` \\ \ \�:\'��: \\ ��.. �\ \ -.. \\ 1 -'op sr�,vHE / 10 ,e8' I �X�� �� V� . �A V . � . 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VERMONT • ' EXISTING I CONC TION F.FDI1548 FFa150.6i , i SEE ARCHITECTURAL PLANS 7xLl lI' rs E %5 _� S� ���� _ STONE LINED SWALE HOUGH OF f I �: PROPOSED EMPLOYEE STONE CHECK DAM - r RrxE PAaw,vc BREAK AREA- SEE o' L / �/ , 1t MIN. 12' HIGH - LANDSCAPING PLAN PROPOSED STONE WALL OR ODULAR BLOCK SYSTEM -I r \ ✓LocnTla�u PROPOSED COVERED ENTRY- _ 11 I SEE ARCHITECTURAL PLANS NEW SIDEWALKI - _LEGEND o- 31 I I( EXTENSION _ _ Ifir I • -- rJ 161 - __ % / _ II 6 PROPOSED PROPERTY LINE 1 T ]j1Lll PROPOSED SETBACK LINE - I PROPOSED CONTOUR i i fl NEW PAVEMENT " - o — PROPOSED CURB 17 PROPOSED FENCE -175 PROPOSED GRAVEL LOCATION MAP PROPOSED PAVEMENT 1" = 20001 r MD EXISTING 7� - rM PROPOSED GUARD RAIL PROPOSED ELECTRIC PAVEMENT 66,035 S.F. -- PROPOSED FORCEMAIN oznnnsTnE s cDcedccRm Local suermRRAvLmon .. c PROPOSED GAS - - PROPOSED STORM �II I i / W PROPOSED GRAVITY SEWE WIDEN EXISTING fl ENTRANCE TO 31'. PROPOSED TELEPHONE PROTECT EXISTING , 1 I PROPOSED WATER - - TREEEXISTING LANDSCAPE ISLAND TO BE REMOVED & REPLACED I PROPOSED SWALE WITH NEW BIT. PAVEME I ® PROPOSED SEWER MANHOLE CONCRETE CURB ISLAND WITH MIN. 2' OF SOIL I I ® PROPOSED STORM MANHOLE (6- TOPSOIL) (TYP.) I �. PROPOSED CATCH BASIN O PROPOSED WELL PROPOSED I, II I PROPOSED HYDRANTPROPOSED SHUT OFF CONDITIONS SITE 0 PROPOSED UTILITY POLE I I PLAN D.M. FARRELL & S. MCCONAUGHY D.M. FARRELL & S. McCONAUGHY HOLMES ROAD PROPERTY, INC. HOLMES ROAD PROPERTY, INC. 0-0 PROPOSED LIGHT POLE PROPOSED EDGE OF BRUSH WOODS DIMENSIONAL SUMMARY PARKING SUMMARY DIMENSIONAL SUMMARY PARKING SUMMARY~� � REBAR SET RED . EXISTING PROPOSED EXISTING PROPOSED REQ'D. ._EXISTING - PROPOSED__ EXISTING CAR O CONCRETE MONUMENT SET TRUCK CAR TRUCK CAR LOT AREA 40,000 SF 13.4 Acres 13.4 Acres FRONT YARD 9 91 9 128 LOT AREA 40, 000 SF 1.6Acres 1.6Acres FRONT YARD 9 11 GRAPHIC SCALE DATR -INNc n01®RR FRONT SETBACK 30, 338' 338' REAR & SIDE YARD 40 18 10 5 FRONT SETBACK 30, 91, 91, REAR & SIDE YARD 0 0 0212512015 BUILDING INTERIOR 0 0 18 0 TOTAL 9 11 w o so 0o zoo SIDE SETBACK 70' 68' 68' SIDE SETBACK 10' 5T 5T `-r-�----u- ,�' � TOTAL 58 109 37 133 -t -� ----- ---- s1" /� /� REAR SETBACK 30' 88' 35' REAR SETBACK 30' 40' 40' 1 = 50' / _ / . O BUILDING COVERAGE 40% 25.9% 29.9% BUILDING COVERAGE 40% 14.5% 14.5% ( IN FEET \\.JJ L 1 inch = 50 tt. PRDJ. No. LOT COVERAGE 70% 55.9% 61.9% LOT COVERAGE 70% 38.7% 38.7% LOT FRONTAGE COVERAGE 30% 12.7% 24.6% LOT FRONTAGE COVERAGE 30% 26.5% 26.5% 14185 _ - CoOkIDINATEEINAL LAYB}L'f� ,a, N -"-'""`�� p SITE ENGINEER: LOCATION AND UTICRIES FOR ��az. EWUNDERGROUND � _ 134. STORAGE NF�W GUELTANKS AND CAN .-- �_TANKANDFUEL CONY#tAOTOR' 't35---%ONCTYETE PAD alv RAPu SWA- - ---- _ MH.Y3 633.5 5'�S .....� I� 3 /- 2 ns�� 141 -- -- - j T,4aze CIVIL ENGINEERING ASSOCIATES. INC. r, r " ..-- - `rrEW cAseA-DPr %� _ _ - Irn.ouTa„s a re sEJ } - - 10 hWNSFiELD NEWLANE, SOUTH6URUNGTON VT 0590.9 _ -EMERGENCY OVERFLOW INV.=137.0 13➢ -.w-� ; -,4D _ r / _ '^ _ 1 'NA/Efl AIRRELEASE ELEY.-.14R.i __ ' SAW -CUT _ -ALL wcMs Ras[gvm RIM 138.31 ....-. - -- -_ _- _- - r COPTW4M __ RECONSTRUCTI DRAxrr CJ/ _ INV In-1ze.e (fb•.ry _� s .. onr - ..--/ �T - _ - -- - PAVED AREA MAB INV-13�� _. 197 --iIfY OUi=12➢.>(R)_ r '-- _ - i 138- APPPO%IMA �.�• p-"' _ -_-�� \ als- V - 5 16• s. 'Ui4R STRUCTURE �11 ON ceecG ' �, -�.�' w s _ O qIUCTUR0 _ 141. R#m CAVEMEN AREA 'T. GRADE SMRi➢' WG 5 AWA / TO DRAIN - _ 4PPRG 13B -� - - 20 STEWED EASEMENT INVIN=13B.p " 1/, - P R I RIM-,48 n lAo =i38.3 v 1. lNv.rN.isf. seJ Ir vlourmia➢ie nb%SJ I C.IG _ P - INV.Oa £ '-- ➢S POWEflLINE EASEMEM 1 - � ... ._..__ ..-+_ y',�- 15-HOP W{TES $i 'r �.,p Inv oOr-1Ss.z(ls ww). I I LOCATION�TO BE FIELAVERIFIED¢_ _ ¢ OWNER: 14Y .-- INV= 39.0 1----¢_---- 1 .. RAf-C1 � 1I WSRNG BUILDING INSTALL T NS i/2T �'° ' ' , TO BE E. I FARRELL M II p 1 I P'AWPUF pI I _ , INEW-134.T 0r Y -"{.. .. - � PAD AT O J7LEf INV. OUM1f347(1r5) ° '4 _ - DISTRIBUTING I .. x �". ,45 .1 EE .', I � RnM1POAO CR#,0 I " NCPE7E4'AD - iLOVED/ RIM=13➢. ° II (� �' � PROPOSED GUARDRAIL ° - ST/'RIBUTI mvourMr34.b(tYffiE) II $ LacLBi I COORDINATE TYPE 141 , ; -- ._ \ CORP. RAM 14Q➢f I LOADINGDOCK I/D' I ( - WITH,OWNER 143 f ae 4B /NVOUT=IM.➢(B 5) ( O1 6� flA414 - APPRO%IMATELOCATION 25' % 3D CONC. PAD FOR COMPACTOI REPLACE EXISTING 12" .IN Tae(a �! PaI•EDSwuE - ,bD - 5 HOLMES ROAD I M 74? (1b• E) REMOVE OR CAP APPRowM ocano>� s, s I EXISTING - CMP W/NEW 15`NOPE I uT 1n f (1SNW EXISTING 15" COORDINATE TO BE SIZE I ENCLOSED PER WIN SOUTH BURLINGTON Y ! n°a P J oN i4D:r(rr ky UNDE ouND OWNER. TO BE ENCLOSED PER DETa I OBE REAMIOWVEED _/ rnrlrc VERMONT - T9 REMOVEUILDING WOONScTBFUEL PUMPS ' - -------- BE REMOVED - 1R _ -THRESHOLD=154.7 (TOP OF CONCRETE) RELOCATE EXISTING HYDR �EfEPPD _ sb (owequnV '. FpoE OF CURD "-- PROPOSED EMPLOYEE BREAK AREA SEE (COORDINATE FINAL LOCATION WITH( PR(1J6'.(`I': 4 Iv5 I DON L� UEL TERMINAL LANDSCAPING PLAN OF SOUTH BURLINGTON FIRE DEPARTMI 1 1 ELEG. O% ' ELEMENT/� 'MONIIWiNLi -F N RD TO BE REMOVED CONSTRUCT NEW BIT. >> I 1 TELEPHONE PROPOSED2NDSTORYDECKANDSTAIR PAVEMENT WAT PROPOSED SITE -o y PEDESTAL ACCESS- SEE ARCHITECTURAL PLANS IMPROVEMENTS I 1 MAILBON I -- '. 1 I I / �/ yyC6VTz REMOVE EXISTING CONCRETE, SURFACE Iq➢ J wylN 14Q4 r1 NR v WITH NEW BIT. PAVEMENT _ P .f 8 ➢MSTNJG NPMWNG INVIN- 7 > NE AWW .3 I1r9, RDD / / TO REMMFARRELL N INVINVOUT-1, S 0°LOCUS „ �/ / 110 q %! PROPOSED WATER DISTRIBUTING / NEW DMH #1 \ I 0002T CONNECTION. CONNECT TO RIM 14B.5 CORP- f / - I µgoz m SPRINKLER ARCHITECTURAL PLANS p INV IN 141.1 �,N / a / INV.OUT=141.0 THRESHOLD=150.8 �y.L�. - �- _ To RE REMovFol 15 HOLMES ROAD XM �t4,j - - - PROPOSED THICKENED NEW CS#4 SOUTH BURLINGTON RIM=I44aa ' _ ---- NEW TRUCK �- CONC. SLAB RIM=149.9 INv. IN_f4z 1lE) `,45-I F f/b�--�- 1/e - --- OUEUING AREA 11M SEE DETAILS INV-=146.7t VERMONT INV.DUi=,40 ,(W) �- 141 (2)PVC PIPES PROP 1 j4 OSEU 1 r ..+�.._. ..-,.. STa PIPES C( NEW CB#2/ NEW BOLLARD PER DETAIL �r j RIM-146.0 ��...��. .. �_. .. - o I ,� 151 .. ✓. (�#zf (SEI So 11 ' INV. IN=142.7 W R(M r4B eb T (TYP. AT ALL TRUCK BAYS) )L_ l48 147 - ` 1 L INV. OUT=142.6 s ¢ -- '- - IAYIN f4xe ryzsq - M8 1Tw., APPROXIMATE LOCATION I (' I M➢M 1ye4M NR^0.BOVLAPDATCURB DUOS EXISTING BUILDING OIL /WAT ER SEPARATOR I I I. N /• 7� 4 7 fit / :; /NVOBiwf/I.HYfsM .. . � NTP.®o.N Doofls) COORDINATE WI ARCHITECTL .. i ,49 �' 7 A.n, I � AAp 1S� NEWCONCRETE rr O Oy ,,. +1T". NEW RETAI �T NEW PAVED ENTRANCE I S 1 ,? -- RAMP PER DETAIL NEW CB#1 INOW RETAINING ` _ M+Nf^T; TRASFonMER s=0.05 PROPOSED SPRINK /�/w�;_WALLTHRESHOLD=154.83 PROJECT PINEl/, '� - ""-`: ..�.r- g "M-7,0 : I RETA/NINGWALLj52 ,53 THRESHOI LocAT�on [ wvw INV�14B�b1N➢'� K__0 PEF E) N�EYWPBAOLLARDT ALL flUC ( S ,1 NF W�7cii. + aUCE. y <rSYe'OAK 1 P O GAS METER 7 t✓' NEW SEWER CONNI 1A6 I I ° f8 / I: BIKE PARKING - CONC PAD DRAINS - C I4 C9.13 1 0 RA14 150.51 M1� _ RELOCATE EXISTING HYDRANT ARCHI �T 11 11rr INdIN 744er / ( - (COORDINATE FINAL LOCATION AC NEW EDGE OF TON UNrr I'-� im. IN=f.0P n0 / -C WITH CITY OF SOUTH BURLING IN✓O(IT 145,BOr NK7 �° I° -, `:I INV IN=f4r3IE"sE)PAVEMENT FIRE DEPAlITMEN INV. W-f44a(IrED I ti�>* : J T) PROPOSED EMPLOYEE BREAK AREA- LOCATION MAP INV IN-140.➢(1rs) MONIttTRING WE(L RAv Our -foal (frw) 1Ip C&Mf4 (/ ' �: --- iv4uscAPEnaRPA SEE LANDSCAPING PLAN .. flIM=14Q3B 1 - 1fi3 . - ----- NEW CONCRETE PAD AT ce#fa INVIN=f44o/dq I '?� � �I COVERED ENTRY- COORDINATE RREBe DIM=Y,8.89 INV OUT=I..T(B SAY) : WTTH ARCHITECTURAL PLANS DATE CBBCI® RBVBION INV.OUT=145.9 (12 N1 i I I MAABOl( I _.: .. {: E_ 8) R N ON i EA PER bETAIL PROPOSED COVERED ENTRY •SEE `' �...ARCHITECTURAL PLANS Pol ozlzbnb CIO LOGY. SIfeMmu 1TE`LEVHONE ENT M 412 : NEW O1171EY STRUCTURE PEDESTAL I EXISTING SIDEWALK BUILDIN �W i IM�7530 RIM=.i@2.1t 5?___�_ I ( I ff :INV IN 146:7w (6 NE) ` INV QUT_149. .�: '^.I TO BE REMOVED INV IN I1 I I - I � } I P NEW SIDEWALK EXTENSION N INV OUT 1a6-Bt(rW) 151 Ir - NEW PAVEMENT 1 161 nn, 16y - 151.E I ^� TO BE RELOCATED - CC ,52 I f I. .�y I': � :DB,17 \ � RO TE LOCATION e. CONC -" -JIEWU RDRAIN- -�, NEW CL'BF9 ���.�-� 6� - �- \BLS .-. _-- _. \` .. .,. LL )-� -'1: 1- : : -RIM tb4.➢9 : i'`�"`- --t' �. -' - / �^ @' PERF SDR 35 AIRl-.15B-$ 1P, ,M- -.°CDR; =,5➢., _ -1W W."STONETRENCHDRAIN _ 1 PARTIAL .. -1M 55 10 .. / " ..- �- ,4➢ MN DU 152D(B3j - = - _ - - -- - _ -_ - ,D - - PROPOSED --- _ _ CONSTRUCT NEW-SWAiE- _.. LA SAW CUT EXISTING • , 1 _ //i 1 / r _ GRADE SWAZ.E INTO - -� / SITE PN .N 4R - . • 1e /EMBANKMENT 116- r i PAVEMENTFOR �. NEW ISLANDS (TYP.) (,� I _ f/ r 159 160 ,� �. OAK CONCRETE CURB ISLAND `-""��,OR,1fEq& •`�`-' -' SHIM AND OVERLAY N WITH MIN. 2' OF SOIL `" ,�i' ! �. 1M-REPLACE..WN}i^ _ w r _ EXISTING PAVEMENT / ��-�- . TOPSOIL) (TYP.) r. irMN'� f .` -. -: O f } 165 - 6� P �,R& Co 3 / f J f " r - f r 66,035 S.F. t _ _ _ _ _ � .- � • J J / oFWa�Ds 187 /�: L �� DI T DAAlID16 N(fl®BB WIDEN EXISTING ENTRANCE TO 31'. / _w -' - -' - - - - - - - - --' - / -- TIN&LAAOSCAPE ~ PROTECT EXISTING TREE / ,..- ----15 -- - .�WNl1Be_.�- - GRAP�IIE'f�S'G1Ai -•� / _ ^�\ l f ��* OZII l?O15 TO BE REMOVED & REPLACE0. WITH NEW BIT. PAVEMENT' - -,. -� '�' _ 1'ID 5 -` 30' C2. 1 INVW t51b L12"NE) /1 MVm-16Y.8 (1r Fl � � SWALE 1 / � - / / ' la• � � ��.� �- � �28 a IIflIM. =1-i 1Qlb NIM(Our=In.l(asU L•BOt. N0. 14186 SITE ENGINEER: p - �^ - -�, ...� - - _ -- �,_n-`:.i-�.i✓'-rM�-�-/_/.�- RIM=,3eee�r--- I r_ • _ �- � � NNJN 121.T (9S NQ SIff WF"/ �_ rFNo1Vr 1z�%(9a1 � - 26'POWERLMIEEABEMEM _ CIVIL 114GINEERING ASSOCIATES. INC. 10MANSFIELOVIEWLLWE, SOUTH BURLINGTON, VI 05403 n ..MP-..: `^ \ r� - -- i... B02d81-2329 FAX S025B421T1 xe6 www ceaH,com _� .: '.,_ -. � - OABIDPIREIAINING WALL `, -r � - -._ �--�L+'v' •� o- � - _ � ei © a - Yl W / c°eemc a1s rsrs fu�lle® _ - COORDINATE Fffllg ,--- �� MAB -...,;- LQC7ITION Aj16UTI�TIES FOR NEW UNDERGROUND a+v- _. -. - .- ..-' -- M3z 1¢,r m, - REMINMWAL ra c®cx® IIEYLFUECTANKS AND CANOPPW/ STORAGE T - - _ \ - _ R . -- '- swue - - _TANEL AND FUEL CONTRACTOR --CONCRETE PAD !� .._ �. RM RRP LINED SWALE�� `� '"-� -'} INV -I3BD + \-�+D�'�T•20.P'9P SK1 °I INV.-1pp B{ CJG � INW D T CJG _. -_ / INVM'=132.i (1S NI Jr �-' ✓ 1. �. _'Cn%T I I �- I 1C mnsH[r-,ersn� jM-,uze �w 11 _ .NEW GAS CA IMOPY _,CMPan1 OWNER: rA__ ETE r _ FARRELL -y J SAW -CUT . I I i S, NWD D DMDIT-„33ITOB " DISTRIBUTING -PAVED AREA O I EOS MGPARpNO \ ( CORP. aC _ -' 144. CONSTRUCT NEW -' - J � ��,_ "^���_ - � 1 B DI � 5 HOLMES ROAD PAVEMENT AREA _ - a JJ M I OsMTAe- _ I_.._ -------, 3"- EXISTING BUILDIN P/ \\� N �<3 \' SOUTHBURLINGTON RIM 19B.r1 - - `wIN_,3Le Sq x e < ro DRAIN 8NM f33B nr M I - - . - u�1 ' 149.E f nvPB0i�R0`T e� I VERMONT INVW-1908 WNq F.F.= i , \ \IN.'_v2A5P \ V INVIN>13Sefe'(T I I LOCA7lONaOBEFJELD VERIFIED '' °_----c-----cam\ -..I/ OUT-1.15.2nSNN1 ___--G J _ --�---- _ r L�T, M'�92.3 12^Nq l \\ I I I 1W.IN-144 CB%2 INV OUI=1�1 0/1S Sq 1 ,NV.IN-f99.S (S Nq RIM-I9 04 / "_ PROJECT: TKO 9E REN I .r INV.IN-f133(SNW) INYIN;f (1B'W) \ 9 INY. OUT-193.9 fS'Bl INV.IN-13T.sl14'q \ EIHN l '' tOC S E i pA1LROAD `I I - BOULDERS INV.OUi 1311ff6gN47 - Iw Ift- a 1r Nq BN.IN 1 . CB%B i I ce%5 \./ 'O.E. INv.6UT 92TfS/ I I ( PROPOSED SITE flIM=tIBA1 I Lo4Devc6ocx I I I� I RW_f94T4 �E� ' �I IMPROVEMENTS Ya 1q6 MVOVT-f99.a(C S) c I NiV.IN=192%R'Q g L 1\ 1 -__ APPROXANTELOCATIEW _ \ °I I IM(M-1923 A'IV I .• 1/ `� ,�► MR p� PA4 SWAIE °hhII@ _ . - - 2MV x W CONC. PAD FOR COMPACTOR. �. I ( I i E 1 INV.IN- , Ar N),!X C D tN-79;9 nS E7 M,yJ,•,'�- DR CAP APPR09MAtE LOGTION - - \ X 1 fu.f /1s NWJ TNG 1a' 1\ 1 buT i90 nrty: °pE ouNn � OWNER. TOB ENCOS DPERDETAIL I I \ I FARRELL IBOLUflD (IYP)_ I CONCRETE II/,gEII'ST E,EA TANH \ 1 KFOUE E RMOVED: 1 R Ov[ + \ N1LL - 1e' 1 9E IWMOYED CCJJ �N THREBHOLD=154.7 ILq - / ( V \ \ \ \ S DI TRIBUTI NG 1 I /� (FOP OF CONCRETE) RELOCATE EXISTING HYDRANT (COORDINATE FINAL LOCATION WFRI CITY I 4 \ s CORP. II .6DECRB 'FACE PROPOSED EMPLOYEE BREAK AREA -SEE 3b I� pO D) ,a•D.1�- sMN%s / I / \ \ \ MONADRIR{ { FU LANDSCAPING PLAN OF SOUTH BURUNGTON FIRE DEPARTMENT) _ Rnn=1Nd? Wffl1' : FUEL'ERMINAE �XN.W-1M.dj1S NW) o BE REMovED CONSTRUCT NEW BIT. 4 \° _ - W RETTE RAMP PER I \ S HOLMES ROAD �U NEW NEW CONCRETE RAMP PER I b PROPOSED 2ND STORY DECK AND STAIR PAVEMENT WATER VALVE I\y�L \ ACCESS - SEE ARCHITECTURAL PLANS , \ I NEW 8' SOUTH\�'a' S=0.05 / / \ VERMONT TON . , 1 DETAIL OU(n1p.JYj TvW. TO RfMWITH NEWI TTIPA EMENRETE, SURFACE INY IN 1fl39 aS(f(aq +t \ q, WATERVALVE �W SEX PAVEMENT \ \ so REMOVE I b n W VALVEP _ NIM R ie v 1? P! a EXISr1NG TRUCX PRRXING lWJN , 08 , t L1 J �. INVOUT-13B.8 (iSW) \ . I a RECONSTRUCT BIT. oRv PROPOSED WATER PAVEMENT AREA T CONNECTION. CONNECT TO I j .' \ 1a1 ' .: �• �. / NEW HYDRANT .EwP°p SPRINKLER ROOM COORDINATE TO BE FIELD VERIFY DEPTH OF WITH ARCHITECTURAL PLANS RELOCATED \ 'IX. STORM LINE AT ORB$SINGS NEW RETAINING WALL NEW OUTLET STRUCTURE - THRESHOLD-150.8 SHED ,\' " Ok-14144 RIM=148.5 PRaEcr. L ' v9 w,1 CONC. NEW .jr F.E,q/' INV. IN=140.03(8) Locrmon .b" PROPOSED THICKENED NEW CB#4 NEW BLOCK RETAINNING WALL INV �A5'Y 1' / I INV. OUT=138.5s CONC. SLAB RIM=149.9 P I I 1 ;\\ 153 C / r (SEE DETAILS) INV.=118.7s 'k� N I, ! rr h PROPOSED THICKENED 'ji MODIFY EXISTING I 7 CONC. SLAB '�. I STORMWATER POND / - ES%p1 NEW BOLLARD PER DETAIL 154 I 1 I _ i ' (SEE DETAILS) � f6N.f40.rtl �-.- (TYP. AT ALL TRUCK BAYS) � � -f- (2)STORMTECH SCd10 CHAMBERS -7 a7xM 7i9,BnrSq �,,,v„ajo„1 BOUwr10ATCURe APPROXIMATE LOCATION OF PROPOSED �\ 7I1I S,A Ill' L a 34' W) AT 12" PIPE OUTLET, 4WW.IN.ETCN EXISTING BUILDING OIL I WATER SEPARATOR PER DETAIL FIELD. IFY / I POND WITH CLEANOUT. RAMP ' (TYP ®D.N DOORS) COORDINATE W/ARCHITECTURAL PLANS �+ e \� LOCATION OF EX % T I PIPE INV=141.3 NEW CONCRETE WATER LINE cn# I BASE OF CNAMBER=141.1 t LOCATION MAP 1 NEW RETAINING WALL ` RAMP PER DETAIL _,ORMER S=0,05 ' I INV ,N-t3s.D nr p / 9• PVC DRAIN PIPE WITH CLEANOUTS 1• - tow NEW RETAI{BNO ,.. AINXlc PROPOSED SPRINKLER ROOM �NVCur-ratio (,s' Nag 1 �`Z j AT EACH END. FIRST 30' TO BE lip 19 RpRucF' THRESHOLD=,54.8« -O,, Ta RE REMoe'En YI. I PERFORATED (EAST END OF PIPE). OMHf llD'YY =TNB I RFTNNING wuL THRESHOLD=154.6 $' --C Rw-1w, -\ \ tea, / _ STONE LINE POND DATa cexcxm mvrlslon iti1IS2 (iPr Sq�'' N eNF NE7 _ NEW BOLLARD PER DETAIL nva ,ee9(( ) CB#9 \ / S' MIN THICKNESS I - ° (TYP. AT ALL TRUCK BAYS) FXISTTNG RIM m 3 a.ef ', ozrzens - LOCAE Sue & / POND BOTTOM ELEV.=139.5 1 FIN6N FEODR / .our e50(8'W) _ '--- SS 'So(NYOUT=M0, e. ,. J1 METER CONIC.O.6+ R / TO SMH#ED ,.�3 `NIP MP I -- 'l.f�L+�1 •'� NEW SMHaT1 'a°' 2WIDE�.. 11 NEW SEWER CONNECTION TO FLOOR / �' RIM-fea,a RIM=153.a BIKE PARXING RELOCATE EXISTING HYDRANT cONE'. PAD DRAINS - COORDINATE WITH 1N✓W=f.1SE(e�sq REMOVE „ INV IN -VERIFY ARCHITECTURAL PLANS ��7X( - FINAL LOCATION Ac. uNn MYDRAN - ' STONE LINED SWALE --- .�N I WITH CITY (COORDINATE SOUTH BURLING70N 1 RA5E1DMroFIN15H FLOOl1 INV OUT 745.5 ISTINy I FIRE DEPARTMENT) T�� SECURw'CANER4 1 _ _ 1 MONRORIW WELL PROPOSED EMPLOYEE BREAK AREA. -ow-r--- / mDEaFMOVED /I wl �' SEE LANDSCAPING PLAN / R t.1lIDSY:APED MEa � STONE CHECK DAM NEW CONCRETE PAD AT / / MIN. 12' HIGH w�I COVERED ENTRY.COORDINATE J / _ -� HRE SERVICE CONNECTION j WITH ARCHITECTURAL PLANS / I m I PROPOSED 25,222 S.F. ADDITION / ' F.F.=154.8 PROPOSED COVERED ENTRY - SEE SEE ARCHITECTURAL PLANS PARTIAL ARCHITECTURAL PLANS PORTION E EXISTING PROPOSED EXISTING SIDEWALK BUILDING TO BE REMOVED TO BE REMOVED NEW SIDEWALK EXTENSION -"-� 15 PROPOSED STONE WALL I OR MODULAR BLOCK SYSTEM SITE PLAN NEW PAVEMENT 161 -c i �J TO BE RELOCATED - \ Teo =�� - B.o W / GRAPHIC SCALE a• CONC __NEWUNDERDRAIN NEW CB#`3 _ - B" PERF SDR 35 RIM=158.8 D-IN. NUMBER CORENENHDLEFDRSPIPE, "" ' WITH STONE TRENCH DRAIN INV. QIL� 154.E __-�- - �. _'� _ - _ - ' -� / ( 1N FEET) D cAT UI -1-1 i - _ _ _ / .. M / / I inch = 30 It 02/2512015 --RIM-14E,10 SCAU CONSTRUCT NEW -&WALE �. -_ ._ _, - _ '19 I ' _ 4 .. 1n - ,301 C2.2 -_ -- �- - - _ (. V�", GRADE SWAGE INTO - - � � - _ � - - - - _'_ - � . - -' -__ _ -ate _ ( tMAPIF EMBANKMENT / i . "' '� - - "- T � _ _SITE ENGINEER: 134 1 ZSC�BACN 1J5 - _--INV..f3&0�i�] - SIAH;Yf u" -\INY.=f31.2 F - "r"P'a fea e. sF,r CIVIL ENGINEERING ASSOCIATES. INC. wt- 15'HDPE 1'0a- Act o�leL - •?'w -�n /i 1/ !_ _ _ 'u� ! ,' _ _ - +o- --- +e MANSFIELD VIEWLANE, SOUTH BURLINGTON, VT M40 -- r .'-_'` .!/-7+�- i -.Y- 8D2ABa2323 FAX B02-0Bs-22T1 wa6: www.ceah.crom EMERGENCY EV_- OW INV. ....50�.._. -140_ � ._.-- WATERA8I RELEASE ELEV.=142.2 _. _. � - - _� - -- ROG-t46.66.,e 1Nv-1349 -138- 1answy = r .___ - L.--"- °� ST .. _ =_,2aT"ts1. _'_.. ,3(AniE io_cnTy w..�-;:� :- _ wP-- t3i A -_ - -- ..-.-_ - MAB � f 138 "'.� CBECEeII -� .� ,�J-vim -. = -� CJG -✓ ` ' .�' �OuSIRUCTUbE� I - a+v--is6 r -'._,•, ....� y �.... _ _ qIM-741.5/ 39 � ._ xs,0 SMRF9- ..- --s _'-'--_,-_ aPPxov'E0 _- � __--�� r2, -�. -��- LOC_US. T_ -' ig.� -. "l' •�- .-.",-�--�� �n� WR EASEMENT INV. 'N=13f. I1 '^RfINNIMVVIDNUT1=3M OWERLINE EASEMENT INV. �136 --- .. CJG .. _. - _- _ _, IS' HDP W ES 't� INurN=,35.e ts"S) 14B - ]1 (1�r r �' INv oLvefaS.z S) NN1 LOCATION12. FIELD VERffIEDa---_°-----a---- OWNER: .. -.. _._ .. -,41 INVk=139.0 , 4... _ 1 t g 46 l ".- .- RIM=Y3800 { *MAPLE - .INSTALL TJS�I1NE 142 , _- . -� I FARRELL INVW=134.](f,N.PAD AT 0�17LET I 4q F iNv our- rs4.T nY s) a „D 1 ;1 � � _ _ - - � � DISTRIBUTING RW-19B.98 ° i ,. .. 39 _- WK CORP. INV.OUr-1s4.6 (125W) 1/B' I , I LOCUS .. 3 .. •_ RIM 1/B.Bf ' / - I ., 43 / ♦� � OpY8 .RMzl " .... _ _ 5 FOLME$ RCABREPLACE EXISTING 12' iN-,4281V CMP W/ NEW 15"HOPE uN-44r9F) REMORCA0VMATE T101 IM EXISTING i+2+116MEXISTING IS"SOUTH BURLINGTON N /J BUILDING - r IouT=14oe(12wi." - _ - VERMONT i� _ THRESHOLD= 154.7 (TOP OF CONCRETE) RELOCATE EXISTING HYDR I-{ R�� y/ (COORDINATE FINAL LOCATION WITH( PROJECT: I� ' 1 III I / EASEMENT 7 I l OF SOUTH BURLINGTON FIRE DEPARTMI WAT PROPOSED SITE IMPROVEMENTS ' 1 ' _ _ ._. , I I � � • jazz. "� I n . _ . '� . _ _ - `._ _._ - :..] J 56e: .: - R1My;�ezB: ram', • e d _ r _ - PINE WY•Ri 148 9 16 NE). B�RAN r,R or I N IN FARRELL IIOUY 141i116'NW) INVOUN=,: I i1 I. M1 11 H / PROPOSED WATER DISTRIBUTING / NEW DM#1 I CONNECTION. CONNECTTO RIM=1485 SPRINKLER ROOM COORDINATE INV. iN=141.1 INV.OUT=141.0/ ., `fi I w`8,1'Ns. WITH ARCHITECTURAL PLANS CORP. THRESHOLD=150.8 ININV VOUlAIJTIM=-11=94f204.f14.(W) _f4B- I�1 �2�--� ��. ,a6� �-f4T -- NEW CB#4 SOUTH BURLINGTON RIM=14- 33 14INV.- NEW CB#f2 �'+ RIM 146.0 -_�.- �. .< ..�_ a I 1CA 15F,\: �` CR 3 8 JD VERM INV. IN=142.7 -- f<e _ 1AT INV. OUT=142.6 f I S° "- ` �" I JNVIN-laaS (,Y st7'[:yp's wH,+T • APPROXIMATELOCATION OF �- f161 // INV N 14p 6(115 Wf ...1 B EXISTING BUILDING COORDINATEW/AROIL WATER CHATORI l _ I NEW CB#1'. 147I RIM-T�.6 I +g-,SBP3RUCL` THRESHOLD- 154.8x TiRESH01 LOCATION - _ � INVgl�1W�12 [1�?2 ' 5 INE �, _ a'�-� 1 IM.M48E ( 1.. EXI: _ $ - a- _ 1&.. J/ 1t NEW SEWER CONNI �f /� RIM M451 RI�PARKING RIM=ta8�T0 _ / I 1 a� 1r OA'E V O INVJN f46.f s SE. - 4 .:� (COORDINATEI TE FINAL LOCATION DRAINS ( = _ - INv Wn4s.0lP Nq / #'NLN 141 1.4 SD: �: STING HYDRANT ARCH INV IN=14>s(e'Sq I / INV. DUJ-1448ryY F417 J Ir FFIIRE EITH IPAROTM NT)H BURLINGTON INV. s (1/ INV 1N=,,,.B1,Y 2 E) S, LOCATION MAP INV OUT-1H.1 (12W) 1� r C 14 (T 1' = 20W RIM=f48.sB 16'J C8N15 NVV IN-f16".0/�/ RIM=148.63 NJV OU!=6u7(P SR1 E 01 R NY ON ...' 15464 BATE CeECMEO REVI91ott A EA PER bETAII. , 59. 154,67 POI W126116 GIG LOCAL SUBMITTAL EW M JM2 NEW OUTLET STRUCTURE �1rA1 1 / I r R: qti BUILDIN IM=153.0t 1 I 4-INV. IN-1a87t (8"Nq \ __INV OUT=149. Q. INV IN=:1488 QrE) O �rsr I I I ,g I NV OUTf108.8t(e'SW)_ i O SR.B i e 15 53.8 I 16 J 1� + 154 1 -%�' 165 155.0� I 1NV.oUt�,SfaP Ro ��66 ° o- coRE N[WHOLeY�^�� 16o EWl1NDERDR 35 NEW °B#3 81 .... g OB8 1 \` _ ---� I /N 8" PEKE SDR 35 RIM=158.6 WITj{STONE TRENCH DRAIN - INV OMT=154 6 _ - PARTIAL,.. / ,. 75 0 RIM 56,20..- _ / % .. _ -- .� _ -. _ _.., 6 -S �F} Tr fap NVOUT=152D/B Bf / .r _ _. _.. _ -Fy 'r."' �M-,TB --- J,PROPOSED 56 _ , - - r / 6 - MAPS - - _ GRADING AND ,� �'. ��- - _ UTILITY PLAN / _ RIM=c1e66#.fT2a ® /--,5�a \ /o / o, I1', IPAi /._-. /_ �-_/ '".� / �' _ -..-"_.. /- -,•' -_: .�. f _-_M(�A ._ C "'_ „/ � .:•_' :cam .�--�, -,/�.% �/-;•/�'"/-�. i /�.a_-M----O _ f-� �-'_111 4 .-�_ '"-_••-„, R-- B"E$PDL/AR. Cr3E5rWPVIT.CH.-�. .�§/G °� / r% �� _�. '-�� '�r.�"' ��`'.°J.•L `,,�'..�_.,�- - / / - DAI2S(25/2 _�k��R�scuT BRAABVG RUYB6R .... Cer23 30' V L. V r _ - L ;nan = so R INV our=rn.,(asq 14186 SITE ENGINEER, 142- - --�- - 1V6 _v . J ' \ )wZv 120.T (46' NE) 3lB'APF / __ _.- NJ-+ .•' \ ',INVOUT-f24.6 2b �GWEALINFF1lSEMEM .133.80 . CIVIL ENGIMEFkING ASSOCIATES. INC. t iD MANSFIELDVIEWIANE SOUTNBUflLINGTON, VT 05403 802•B69 2323 FAX 802Ae42271 WsS. wvm•.cee-vf.com -- _-. _ _=-,as- �.'>� _• ��--" "_1AB �,4s� \ (I �'1 DRAAND MAB �19' 11) CBBCYSD V•r $L ..-•- :r- i .196 ]O'SETBACK. ~- 136- `�.- _ __ _ - lst _-Y38;B._•, - -" P6D'S'.) - n/ J CJG _ - OQ - ----_.- -^' �-196� ____---_- �.- -- �. +. •2 �'MP -- � _•yyA1EREASEMENT �--� '--/ -MA!=736.0 / �/ -r . _'- - -� .�i' i_`�•- - /4a �- 3a'>� �` _. '- - - - .- - \ f II .,. l l 1PPROVBO �ti✓' -. _ Iw vJs - \\�\ Y5 CJG Ira:MmY3z.71 _. - _ - _ - i¢r.fea Sp _ A 1_- �'• .� - - _ ,......-...". -_-�- E - _ 157VV� Inv ,ze.z1 IRV011-43918 SE) ----- jl"_" `,•'. 49'CMP OWNER: / _--z SMH#68 CB#Y I \ \ \ %/r 1 _ T . APPROXIMATE • fliM-148.21 LOCATX)N •#N.OUT=10 3(6•E)DISTRIBUTING �/ FARRELL --"" -7 � - ' \SMH PAVED OVER • •��,•, � \\ /"l\ �� (D_ V�AR \ VN \ V\ A V w ♦�q`. V v1 I 1 1 �1 --1 _ ( �..i� _ �-�'-T-a-__�-�, v .-. ---- - - -�.� - �I ( -1 VAS\V�AAV A� �v�� `'� ��'•g��I���A\A CORP. 7 t4a_ _ - - - I v v \ x \ . 5 HOLMES ROAD - - ---1 ILDING 7 �»fa I .z -.I_---_ EXISTING BU ` \ " ` �. r.��,�� SOUTH BURLINGTON IW. 137.8 SE) x 7. INY.M=133.0prM I - - - -. __-.. --T'^�._ : F.F.=149.6 1 6� \\ I'p�/) VERMONT #N.M-r4ae fe"N4. Mvour=,3u (rs s/ 1 __ - _-_.--= _�, INVIN-1358IH 5/ -- R _ 196 I INV DUT=,as.z (1s NA7 LOCATI0N�T0 BE flELD VERIFIEO' !r 1p 1 / PROJECT: f43.3(9NW) '�N y 9 I ' INY. OUT=103.3 re S) INXIN=Y3B3(e'SE) •' I _ INV OUT=,3T.T (15'NW) �\ I v , �� -1 7(NE) PROPOSED SITE „ -11 CB#e / -. ... -• 1 CB#5 1 � / \ \ e` �.'0�=f42](Sl RIM=10 91 I _ I 'WIN=6 2. I � INVIN=f.26(8"k7 /\'/'/ , , � � h IMPROVEMENTS �� : RlM.1 INVOUf=149B(C S) - /� APPROXIMATE LOCATION / . \ \ JN=idze7e iso NCE OR CAP -. IN 7424 n "E) e - AVPRO M TE LOCATION - - - - 161 ~ --- �.. I I INV OUT.10z.2 (12' NEJ 1 I /� - �^ •b t \ I INV M- 1Q. f (8' N/-BLOCNFO F \ N ,42,(,5NV I TNG,sc _ - FARRELL OUT M4(12I�$oI' / \ \�` �1L°J � -- • .� 'h p%' �l �"',' _ � �; � .:� DISTRIBUTING ` O Sa--- THRESHOLD=154.7 - - % / / .. h h (TOP OF CONCRETE) // `ate \ RELOCATE EXISTING HYDRANT / I e I�I ,.b \ CORP. g- (COORDINATE FINAL LOCATION WITH CITY I y u OF SOUTH BURLINGTON FIRE DEPARTMENT) � I k I new \ _ -.7 I 5 HOLMES ROAD WATER VALVE I �-y, - - 4� / i / 1 I ` SOUTH BURLINGTON 1 •\ NEW ce#zz -- 54A ' I I �i� o WATER VALVE ��Fye ,I VERMONT RAYi 146�p - y ] SMH#B 167 20' SEWER EASEMENT \ W.IN-198.0{i6 NF), : RIM=f18.1) u IM!IN-109B(12'5/ . �`-� e INVIN f00.6 (6"E) • = 1 /I „ 166 SO Ott f43991S NW) ,�_ lNVJN=13B.0 Is - _-- : PROPOSED WATER .. / CONNECTION. CONNECT TO NEW HYDRANT • , ww° SPRINKLER ROOM COORDINATE RIFY bEPTH OF - F p VE - WITH ARCHITECTURAL PLANS -' ` 'E%,STORM LINE AT CR04SING8 - NEW OUTLET STRUCTURE \ l' THRESHOLD=150.8 1sz RIM=148.5 PRaEcr' �,'Y _ +•� "- F INV. IN=140.02 (8-) 'LOCATION - sCMPi�. NEW CB#4 c NE NV.^ryfs'7 / INV. OUT=138.5t (FL RIM=149.9,153 INV.=146.7! 16D EXTEND EX. 12"SDR TO NEW -- n�INNM-,94.e Nz SE]pY: VHS Tun 1 APPROXIMATE LOCATION OF PROPOSED E SrwiMWAiFp POND LOCATION, INV.=141.3 -�'- r,\,\�\� EXISTING BUILDING IIL/WATER ECTURAL ALOCAT ONOF SEPARATOR DETAIL I -� .\.FIELD VIER IEX I' POND L' 1N10VT YM.B (Y5 W) _ 11. \�\\\ .. COORDINATE WATER LINE LOCATION MAP \ \�,`. \ I INV +N=twn (,z•M / 1s% 7"=2000 i6 ::� 9SP ,e THRESHOLD 1548± `` T08E REhWVED }L�1 - I. � 1�,.-163\\\\ THRESHOLD=164.6 - , � �.� D RA1 5038 ldL' \ ( 1ATE C®C6ID R8l'IBION N-fe9.Y d`SE)" �� Ce#A CJG LOCAL $DBMRTAL GGG \ \ \ TING RNSE RIM TO AIM ,CB.e. � l RucE• n�C�c OArr \ '. SIO"OAn �'� \\ \\\\\\ \ \\•\� \\ �\ �„a \\ FF. -TING \\ \\ \ \\ NEW SEWER CONNECTION TO FLOOR 1 6 I.A( SQ / •\ AIDE PARnMc \ \ \\�\. \� \ �. \ �, \ / RIM.153.8 51- \ \ \ \ \\ \ DRAINS -COORDINATE WITH - 1NVIN Ydb-B (sSE) INV. IN=VERIFY . REIAOVE / 1 'ry `ELOCATE EXISTING HYDRANT -�\ �\` \ \^ \ \\ �\ ,\.. 1 RNSE RIMZFM5H3FLCOR. INV OUT =145.5 \ � \ I TIN 6 { WITH CINATEFINAL LOCATION \\�\ \ '\ \ \ \,\ \ \•\ \\\ ARCHITECTURAL PLANS -- Ed(DRAN3 �' /- WITH CITY OF SOH BURLINGTON I ��.166- FIRE DEPARTMEN \ \ � ��: StCURI,yCaAEM . \\ \`\\ \\ ��\��\ � \ \\\ \ \\\ \\ � � \ \� \ \ �.• •-AETAINInG WALL `-R6YAMINO WALL / 44 � ! 110. _ NI 7 ' m 154,64 154 67.. v�\ ��,, PARTIAL 1,3 PROPOSED GRADING AND .--..-N_ - - - __. - - _- �-. �-��,•/ � f / UTILITY PLAN GlAPHtc SCALE 'NiEWlNDERORAIN NEW CS#3�60 8" PERPSDR 35 RIb1=158 6 _ _. �-+- _ - -- _ _ - _ - ' e _-176" _ DATE nxnewc NoelRsx z5 coRENEw HOLE F9A6wIFE,. 1M..-'wrtN-STONETRENCHORAIN -_-INV. Otf[=15 IS ..-..-._. �__ _ _---'�_- _ (INFEET) ,r _ _ t inch = 30 n 0212512015 15 D --AIM 15510.- -- - . - •- - i / .. -__ "-. _ __ _ _ _ _ - - -_ __ -_ �. -.i /. _ 17B 9CAL6 Y06 _ _ _ _ _ _ _ _ �TNVo1rt-1s2D(a Rr .,-- i �'" -- --_ - -- -. -.� 1T0--" - - - _ - " - - _ r r _ _ _ _ -. 14186 a �- \ - SITE ENGINEER: POTENTIAL STOCK PILE LOCATION - (SEE DETAIL) _ INSTALL CONSTRUCTION �-a-- - - \� = -- " - - ' I CIVIL ENGINEERING A55061ATES. INC. _ - FLAGGING ALONG PROPERTY - - 1 �" - 1o'waTER EAREMENr �. _ _ - --T fO MANSFIELD VIEWLANE, SOUTH BURLINGTON, 1T 05403 -.. - - LINE RUSTIONT TO _ _ - - " _ — 5/B' Pf - . _ SILT FENCE -� �- - _ .Bea-PJ2B raw aB2 Bba-22>+ web »,.w cea n com - CONTpUSTION (TYPICAL, SEE DETAIL) — l ^y � ' � zote eu. wcers ne�rsren MAB as 26POWERUNEEASEMEM +'b --'" - - ,�°*- +- �_- SILT FENCE PROTECTION I CJG - _ Po'SEWER Ea AIENr tas ,85-.---+3s�:�'_ _r_ _ �' — ,,/�y` N 5. ¢ AROUNDPOTENTIAL "�^ T" STOCK PI LE LOCATION NR 1 SEDETAIL)G OWNER: FARRELL °l' \ DISTRIBUTING CORP. u�46 , "'o sMxw 5 HOLMES ROAD \ RIM-1m.n SOUTH BURLINGTON J ,•U s __ lqe\ 'wvlN=laPBITNQ r av0ur=lai>ts) VERMONT �J a - 1I PROJECT: PROPOSED SITE sr —_ r IMPROVEMENTS 1 FARRELL tla5- v �s� 153 sb DISTRIBUTING CORP I _ I 5 HOLMES ROAD INSTALL BO LF OF __---"` ,< g ' I� h\ N / INSTALL CONSTRUCTION SOUTH BURLINGTON CONSTRUCTION! 8 5'` ,, teb- FLAGGING ALONG VERMONT ENTRANCE 1 \ .. I r - �, n--•-f- ��` t %-,/ .�WIO / - CONSTRUCTION SO v� n c: PROPERTY LINE �7 ADJACENT TO I A - k — j "t INSTALL CHECK DAMS _ o- r- AS OIREGTED BY ENGINEER NEEDED OR AS l , . ti 1. BIrtF PMpNG \' �T � RfI LwNINO WW. �I ��� O� 3 / y flEiAWINO'7" ` ti. 1 �� �..�X/ / � ice' 1 I ,�•.... p._ �\\\� �'� � � _ PRaecr _. LEGEND ocnnoN' m a ' \ �156— -�_ " SS __ -- _ e0. - - PRO POSED PROPERTY LINE PROPOSED SETBACK LINE - ---' _ 118 ':' � / 100 PROPOSED CONTOUR 7 INSTALL INLET-PROTECTIONyro -_ -trs� / - PROPOSED CURB r ARO DCATCH BA8IN _ I _"1e_0 PROPOSED FENCE I ,16 > - : TE i l - PROPOSED GRA EL LOCATION MAP c...-„ PROPOSED PAVEMENT 1" 20W PROPOSED GUARD RAIL — PROPOSED ELECTRIC / { _ r • .' -- - ---., _-} i ..__ -.� i � � �, �� / � � _ _ -� � T_ ." ^' / T : - j -- - _ _ - .. rr. PROPOSED FORCEMAIN _ `----__.. _ '�• � CMF 03/T6/15 GIG LOCAL SUBMfiTAL PROPOSED GAS PROPOSED STORM PROPOSED GRAVITY SEWER Y PROPOSED TELEPHONE 1 I w PROPOSED WATER PROPOSED SWALE 1 I 1 I I I I ® PROPOSED SEWER MANHOLE ® PROPOSED STORM MANHOLE Q p PROPOSED CATCH BASIN O PROPOSED WELL PROPOSED PROPOSED HYDRANT 1 PROPOSED SHUT OFF EROSION 0 PROPOSED UTILITY POLE /'�r1 A IT�lI l Q-O PROPOSED LIGHT POLE V VI Y I I I l!L PROPOSED EDGE OF BRUSH/WOODS PLI`11 YI A AI _ REBAR SET O CONCRETE MONUMENT SET GRAPHIC SCALE nnrs e— NQ11BSR 02/25/2015 --- � sc- ( IN BEET) 1" — 50' C2. 5 I inch = 50 [t. OI. NO. P14186 %' TYPE IV FINISH COURSE EMULSIFIED ASPHALT r 2Y"TYPE 11 /CRUSHH ED GRAVEL / BASE COURSE____SHOULER w COMPACTED SUBGRADE SEPARATION/STABILIZATION FABRIC FULL DEPTH CONSTRUCTION SECTION 8-01a flEVISED 09/012014 EXIST. TOP COURSE TO BE REMOVED ANO OVERLAIN AS PART OF NEW PAVEMENT SECTION lY" TYPE IV FINISH COURSE NEW 2Y" TYPE II BASE COURSE ONSTRUCTIO EXIST. BITUMINOUS PAVEMENT EXIST. BASE MATERIAL SAW CUT PAVEMENT, CLEAN AND COAT WITH EMULSION PRIOR TO PAVING EDGE OF EXISTING PAVEMENT TRANSITION FROM NEW PAVEMENT TO EXISTING PAVEMENT N.T.S. &014 NE Otl/01 /2014 BITUMINOUS EMULSIFIED 1Y"TYPE IV CONCRETE 1 ASPHALT FINISH COURSE PAVEMENT I 2'TYPE II //— BASE COURSE 6 CRUSHED GRAVEL - FINE': ACT SPECIFICATION 704 OS �.; 12 DE�i�. GRADED CRUSNED-STONE / SPECIFICATION 784.08(j "A � COMPACTEDSUBGRADE SEPARATION/STABILIZATION GEOTEXTILE TYPICAL PAVEMENT SECTION (FULL DEPTH CONSTRUCTION SECTION) N.T.S. 8-008 REwSFD OS/Ot/2014 CURBING ANWOR _ (" HANDICAP SIGN '.. EDGE OF PAVEMENT 2ON CENTER —if/�/ 4' WHITE Is, PAINTED 1B' MARKINGS STANDARD PARKING SPACE HANDICAP PARKING SPACE TRAFFIC MARKING PAINT TO BE READY -MIXED TRAFFIC PAINT SUITABLE FOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENT CONCRETE PAVEMENT. READY -MIXED LOW VOC TRAFFIC PAINT SHALL CONSIST OF 100%ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT. LINE STRIPING DETAIL N.T.S. S-01S REVISED 08/01/2014 B4' lW4r DRIVE CURB CUT (TYP.) -TO BE FIELD LOCATED BEE CONCRETE RE BEGIN CURB DETMLL RA REINFORCE CONCRETE TNSITION CURBING AT DRIVEWAY SLOPE CUTS SEE TRANSITION 1V CURB REVEAL AT CURB SEE ROAD SECTION DETAIL -- CUTS CURB DETAIL DRIVE CURB CUT DETAIL from REVISED W/0112014 TOP COURSE BITUMINOUS g, CONCRETE OR BRICK CONCRETE PAVEMENT yi,R PAVERS BASE COURSE BITUMINOUS _ CONCRETE PAVEMENT CRUSHED GRAVEL (FINE) DENSE GRADED Bull- BE MATERIAL NOTES: 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH Y" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (y" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB w/SIDEWALK DETAIL ISIMILAR WITH OUT SIDEWALK) N.T.S. &WY REVISED O 112014 2'HIGH LETTERS 1T (FYP.) JER, b COLOR: LEGEND AND BORDER -GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND -WHITE MATERIAL: AS PER VAOT STANDARD E-143M POST: 2' (14 ga.) SQUARE STEEL SIGN POST INSTALL IN ACCORDANCE w/VAOT STANDARD E-1 64 HANDICAPPED PARKING SIGN DETAIL (POSTED AT THE HEAD OF EACH N.T.S. HANDICAPPED SPACE) L M of 1 REVISED e/12/2014 LE SIDED"pATi ; b V4P- Q'-0" • h N9' iSE. o� 13T (TYPJ SIDEWALK WIDTH AS SHOWN ON PLANS 5 THICK CONCRETE SIDEWALK VA \\ uo 000�����o/ 000°o0 0 S' CRUSHED GRAVEL (FINE) e' ` UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOISTS SHALL NOT BE PLACED 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. CONCRETE SIDEWALK DETAIL N REVISED M01I2014 NOTE: PAVEMENT MARKINGS TO MEET STATE STANDARDS E-191 HANDICAPPED PARKING MARKING DETAIL N.T.S. N 12 _ .. R S 8/12/2014 CHAIN LINK FENCE WITH RED SLAT SCREENING OR / APPROVED FOUAI. 11 . . . . . 4m m om ELEVATION DUMPSTER / COMPACTOR ENCLOSURE N.T.S. REVISED OMI,2014 SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES, INC. 10MANSFIELDYIEWLANE, SOUTHBURUNGTON VTOW B02da1.2323 FA10 902-009-2221 xa0: x»w.cee-N.crom waav® DRAM MAB mcm GIG SAV OWNER: FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT PROJLCT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT RSVI9IDK DETAILS DATIi ORAFIrvG NIINaRR 02/2512015 RCALE AS SHOWN C3.0 14186 3 8 O 50% MINIMUM TO 65% MAXIMUM OF BASE DIAMETER ADJACENT SURFACE OF RAMP/LEVEL LANDING c (SEE DETECTABLE WARNING NOTE YI5) - 0.9'MIN. 1.4• MAX. DETECTABLE WARNING DETAILS BROOM FINISH ADJACENT SURFACES (TYP.) FULL WIDTH OF RAMP Z ooao �� DETECTABLE WARNING PLACEMENT I SQUARE PATTERN, PARALLEL ALIGNMENT 0.85' MIN. BASE DETECTABLE WARNING SURFACE N T.S. REVIBED M/D,mu 1. DETECTABLE WARNING SURFACES SHALL BE PAID FOR AS SPECIFIED IN THE CONTRACT. 2. CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL HAVE A BROOM FINISH. 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED IN THE DOCUMENTS. 4. TRUNCATED DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL. 5. FOR SURFACE APPLIED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25' VERTICAL CHANGE IN LEVEL IS ALLOWED. FOR CHANGES IN LEVEL BETWEEN 0.25' AND 0.5D', A BEVEL WITH A MAXIMUM 1:2 SLOPE IS REQUIRED. CHANGES IN LEVEL GREATER THAN 0.50" MUST BE TREATED AS ARAMP- SS%MAXIMUM SLOPE. 6. SEE THE TOWN FOR A LIST OF ACCEPTABLE DETECTABLE WARNINGS MANUFACTURERS FOR ANY WARNINGS TO BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. EXAMPLE 1: SIDEWALK EXAMPLE 2: SIDEWALK AND ADJACENT TO CURB CURB SEPARATED BY GRASS STRIP DETECTABLE WAflNING -- LEVEL LANDING W/ (IF SHOWN ON PLAN) u DETECTABLE WARNING CURB u! (IF SHOWN ON PLAN) RAMP O Yj RAMP SIDEWALK -...... B SIDEWALK 4 B I MAX. ' AI GRASS - &3%MAIL C N STRIP CURB W MIN. 8' MIN. RAMP Y MAX. CURB RAMP r MAX 2W LEVEL a d MIN. IANDING KQ) ROADWAY IS 2P ui ROADWAY SURFACE SURFACE --_� 5.0% MAX.---- - 5-O% MAX. B.3% MAX ADJACENT &3% MAX ADJACENT TO RAMP TO RAMP DETECTABLE WARNING - DETECTABLE WARNING SECTION A -A (IF SHOWN ON PLAN) SECTION B-B (IF SHOWN ON PLAN) TYPICAL HANDICAP RAMP - TYPE 1 SINGLE WALK- STRAIGHT APPROACH TO PAR— RAMP N.T.S. M-001 REVISED OBIOt!a0ta 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE 10. SIGNS, POLES, PLANTERS, MAILBOXES, ETC. SHALL NOT BE LOCATED ADHERED TO IN THE DESIGN AND THE CONSTRUCTION OF SIDEWALK WHERE THEY WILL INTERFERE WITH THE USE OF SIDEWALK RAMP& RAMPS. WHERE SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP (5%OR GREATER) GRADES, RAMP GRADES WILL SE AS FLAT 11. WHERE POSSIBLE, SIDEWALK RAMPS SHOULD NOT BE LOCATED AS POSSIBLE. (ON LOW SIDE OF DRIVES AND INTERSECTING SIDE WHERE USERS MUST CROSS DROP INLET GRATES, MANHOLE STREETS, RAMPS SHALL SLOPE TOWARDS DRIVE OR SIDE STREET 0 COVERS OR OTHER ACCESS LIDS. IF THIS CANNOT BE AVOIDED THEN 2%) GRATE DESIGN AND PLACEMENT SHALL CONFORM TO ADA REQUIREMENTS. 2. NOMINAL RAMP DIMENSIONS: RAMP WIDTH-T-W MINIMUM RAMP SLOPE- 8.3%MAXIMUM FLARE SLOPE. 10%MA21IMUM RAMP CROSS 12. CURB DRAINAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE SLOPE - 2.0% MAXIMUM THE FLOW OF WATER PAST THE SIDEWALK RAMP. 3. A LEVEL LANDING (NO GREATER THAN 2.0%SLOPE IN ANY 13. WHEREVER FEASIBLE TWO SIDEWALK RAMPS ARE RECOMMENDED RAMPS DIRECTION) SHALL BE PROVIDED AT THE TOP OF SIDEWALKIN PREFERENCE TO A SINGLE RAMP. TO ALLOW FOR STOPPING AND MANEUVERING OF WHEELCHAIRS. 14. JOINTS WILL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS SIDEWALK SPECIFICATIONS, HOWEVER EXPANSION JOINTS WITHIN SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS. THE SIDEWALK RAMP AREA WILL BE AVOIDED WHEREVER POSSIBLE. S. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE 15. SIDEWALKS THAT ARE LESS THAN V WIDE REQUIRE 5' WIDE BY 5' CHANGES) AT TOPS AND BOTTOMS OF RAMPS AND FLARES. LONG PASSING AREAS (NO GREATER THAN 2.0%CROSS SLOPE) AT INTERVALS NOT TO EXCEED 2W FEET. 8. VERTICAL DROP-OFF EDGES TO RAMPS WILL NOT BE BUILT UNLESS THE RAMP ABUTS AN AREA WHICH WILL NOT BE USED BY 16. E.O.P. - EDGE OF PAVEMENT PEDESTRIANS. 1T. THE PUBLIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE T. NO VERTICAL'UP' OR 'CURB REVEAL" WILL BE PROVIDED WHERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS THE RAMP ADJOINS THE ROADWAY. AT INDMDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS 8. AT MARKED CROSSWALKS, THE FULL WIDTH OF THE RAMP OR SHEET TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION LANDING SHALL BE CONTAINED WITHIN THE PAVEMENT MARKINGS. PROJECTS AND WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION PROJECTS AS REQUIRED BY THE AMERICANS WITH B. WHERE POSSIBLE, RAMP FLARES SHOULD BE LOCATED OUTSIDE THE DISABILITIES ACT ACCESSIBILITY GUIDELINES. DIRECT LINE OF TRAVEL MOST LIKELY TO BE FOLLOWED BY THE VISUALLY IMPAIRED. 18. ALL AREAS OF SIDEWALK RAMPS SHALL HAVE EXPOSED AGGREGATE. HANDICAP RAMP NOTES N.T.S. REVISED.001/2014 9411 T-O'MIN. CURB TRANSITION � SECTION C-C CONCRETE FILLED (ROUNDED TOP) 8.0 STEEL PIPE (STANDARD/ SHOP PRIMED) THE FINISH COAT (COLOR) SHALL BE SELECTED BY THE ARCHITECT OR OWNER PAVEMENT 0 CONCRETE 18• BOLLARD DETAIL N.T.S. REV ED OB Ot 201C 182 OP OF WALL______ 178 GRADE ELEV. 170' 174 Top 4E_ ...ELEY...=_164• _-...-- ........ 170 -- 1 - 166 __ _.__._ ......._... 164 162 j- ..._ _._._..... ....... 6 158 I \ - PROPOSED STONE WALL GRASS LINED TO BE KEYED INTO 150 -SWALE PER DETAIL EXISTING MATERIAL 32' D SECTION A -A 50 RETAINING WALL SECTION @ NEW ADDITION ml,& SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELD NEWLPAIE, SOUTHBURUNGTON, VT 054M 502.884.2329 FAX 802d8411)1 wnE: x»w.cee-N.cvm DRAWN MAB CJG APPROVED SAV OWNER: FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT PROJECT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT I DATEC06CBIDI RSVIB M/24/15 IC/O LOCAL SUBMNML ION DETAILS ➢AT5 DARING FCNHbH 0212512015 SCAB AS SHOWN C3. 1 O] N➢. P14186 APPROVED BACKFILL THOROUGHLY COMPACTED IN B' LIFTS TOPSOIL, RAKE, SEED& NPAVED PAVED 1. CID FACTOR OF BACKFILL AND BEDDING BHALL BE MINIMUM OF 90%(95X UNDER NOADWAY SURFACES) OF NOITFaSmuM DRY DENSITY DETERMINED IN THE STANDARD '��T.-T�J— PROCTOR TE4F IASTM OBFB). 2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN i O q p c SUBGRADE. S. APPROVED BACKFILL HALL NOT CONTAIN MY STONES MORE THANI­ IN LARGEST DIMENSION (WIN ROADWAYS. 1— MAXIMUM DIAMETER WITHIN 24' OF THE OUTSIDE OF THE PIPE), ON CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL 4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO D 2'.. PLACING OF PIPE BEDDING MATERIAL AND KEPT DEWATERED DURING INSTI1LlATON OF PIPE AND BACKFILL STORM LINE, SEE PLAN A IN TRE CHES WITH UNSTABLE BOTTOM FOR TYPE AND SIZE HALL FIRST BE STAWLIZE0P B LACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4' MAXIMUM). PIPE BEDDING B. THE SIDES OF THENCHE84' OR MORE IN DEPTH ENTERED BY 4 PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF REPOSE AS DEFINED BY O.S.HA STANDARDS. UNDISTURBED SOIL T.BEDOINGMATERIAL SMALLCONSISTOFCRUSHEDSTONEWITH OR ROCK A MAXIMUM SIZEOF%'. SUBMIT A SAMPLETO THE ENGINEER P PP FOR AMR ­ TYPICAL STORM TRENCH N.T.S. ST-003 REVISED DDIMMIA CULVERT & END SECTION MATCH DITCH SECTION w i TYPE I STONE FILL /4A s A QT- TYPE I STONE FILL a (Ir MIN. THICKNESS) CULVERT A END SECTION STABILIZATION FABRIC CONTINUE STONE MIRAFI SOOX OR APPROVED FILL IF REQUIRED EQUAL END SECTION DETAIL N.T.S. ST-OI1 REVISED MI14/201 S TYPE I • I, ' STONE Ft EMERGENCY SPILLWAY 2' MIN. EXISTING GRADE IVTO 24- (SEE GRADING PLAN) \. SEE 6N Rl i -- �1 _— — TO BE USED PRIMARI WHERE SLOPE EXCEE STONE FILL STABILIZATION FABRIC TYPE I, 12" THICK MIN, TYPE II, 24, THICK MIN. STONE LINED DITCH N.T.S. ST-012 REVISED OW01/2014 24" x 24" C.I. GRATE w/4 FLANGED FRAME (OR APPROVED EQUAL) FINISH GRADE G SET FRAME ON FULL 6 Ili NNs MORTAR BED WATERTIGHT JOINT USING 1' MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR •2'-0' SO. JOINTS AND LIFT HOLES W/ - SEAL w/ CEMENT NON -SHRINK GROUT) OR MORTAR, OR CAST -IN -PLACE M.H. SLEEVES HOPE OUTLET PIPE PRECAST CONCRETE W/ (SEE PLAN FOR SIZE) MONOLITHICBASE30 PFLEYI,BLE I . CRUSHED GRAVEL II PRECAST MANHOLE STRUCTURES • USE 30" SO. STRUCTURE / GRATE SHALL CONFORM TO ASTM SPEC. WHERE PIPE SIZE DICTATES C478 (LATEST EDITION) 2x2 CATCH BASIN N.T.S. ST-Omb REVISED 712512014 INSTALL UTILITY LOCATOR TOPSOIL, RAKE, RIBBON OVER WATER MAIN NOTES: SEED & MULCH UNPAVED PAVED RIBBON. 2' BELOW SURFACE 1. COMPACTION OF BACKFILL AND BEDDING SHALL A MINIMUM OF SD% UNDER ROADWAY SURFACES) OF MAXIMUM MY DENS TYDETERMINED IN THE STANDARD .� PROCTOR TESTST(ASTNS (ASTM 06OB). 2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN SUBGRACE. 3. AMR WO BACKFILL SHALL NOT CONTAIN ANY STONES MORE APPROVED BACKFILL THAN IZ IN LARGEST DIMENSION (WIN ROADWAYS,1 1/Z' .% THOROUGHLY COMPACTED MAXIMUM DIAMETER WITHIN 24' OF THE OUTSIDE OF THE PIPET OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL - IN W LIFTS 4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIM TO 2' RIGID INSULATION WHEN PLACING OF PIPE BEDDING MATERIAL AND KEPT P i DEPTH OF PIPING IS LESS THAN S'-O" DEWATEREO DURING INSTALLATION OF PIPE AND BACKFILL 5. IN TRENCHES WITH UNSTABLE MATERIALS, TRENCH BOTTOM D+2 WATER LINE, SEE PLAN SHALL FIRST BE STABILIZED BY PIECE— OF FILTER FABRIC THEN CRUHEO STONE (W4' MAXIMUM). D / FOR TYPE AND SIZE i S. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BY ( THOROUGHLY COMPACTED PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF SAND BEDDING REPOSE AS DEFINED BY OGH.A STANDARDS. CRUSHED STONE BEDDING T. BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE WITH 0/2 A MAXIMUM SIZE OF S'. SUBMIT A SAMPLE TO THE ENGINEER UNDISTURBED SOIL FOR APPROVAL ORROCK S. CONTRACTOR TO INSTALL TRACER WINE ALONG ALL SE IONS OF NEW WATER LINE TERMINATE TRACER WIRE AT TRACER WIRE (VERIFY TYPE WITH ALL VALVE BOXES AND HYDRANTS. COORDINATE INSTALLATION WITH TOWN AND ENGINEER. TOWN/ENGINEER PRIOR TO START OF CONSTRUCTION) TYPICAL WATER TRENCH DETAIL N.T.S. W-0Ol REVISED M/01/2014 BREAKAWAY FLANGE TO BE SET TO MATCH GROUND LINE PLUG HYDRA MAIN 2� (9011 ca1CRETE INK SO BLOCK comonn E1s) Br BOIL coNDmox/> W-0W ♦ ♦ • 5=�= BOTTOM OF WET SWALE SIDEVIEW TYPE STONE 1 I T FRONT VIEW PERMANENT STONE CHECK DAM LEBARON FRAME & COVER LC266 TYPE 'C' OR EQUAL (ADJUST TO MEET FINISH GRADE) CONE SECTION OR NO TRAFFIC COVER (HEAVY DUTY) FOR SHALLOW MANHOLES POLYPROPYLENE MANHOLE STEPS @rO.C. Q UZ JOJ- 0 ¢6x R TWIT b is 4" MIN. SEE SITE PLANS N.T.S. SET FRAME ON FULL MORTAR BED & SEAL JOINT ADJUST TO GRADE W/ PRECAST RISER SECTIONS (BRICKS SHALL NOT BE USED) WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET COAT EXTERIOR OF ENTIRE MANHOLE w/ A WATERTIGHT SEALANT (2 COATS) CAST-M-PLACE FLEXIBLE MANHOLE SLEEVES PRECAST CONCRETE OR POURED IN PLACE BASE SECTION O UNDISTURBED SOIL -/ B' MIN. CRUSHED STONE REDOING OR ROCK TYPICAL STORM MANHOLE N.T.S. ST_ REVISED M/08/2015 ADD WINTER MAI FLAGS (SPRING SUPPORTS) AW WA HYDRANT, VALVE NOTE: AND APPURTENANCES WHEN LOCATED BETWEEN SIDEWALK AND CURB AS PER SPECIFICATIONS THE FACE NOZZLE HALL BE PLACED 1' TO FROM THE FACE OFTHE CURB. WHEN LOCATED BEHIND TNT SIDEWALK THE NO E SHALL BE PLACED BETWEEN 4' AND e' MOMEDGE OF SIDEWALK ADJUSTABLE IRON 1^ VALVE BOX wlCDVER MARKED —Mn �- FINISH GRADE V PC PIPE FOR UNDERGROUND TRACER WIRE ANCHOR TEE B' EN LINEE ei CONCRETE MINED BLOCK (SIZE OK.) DETERMINED BY SaL CONDITONS) / J NOTES: 3/4" CRUSHED STONE MINSNRBED SOIL 1. ALL FITTINGS ME TO HAVE MEGMLUG BEDDING (AIN.IY THICK) RETYVNER GLANDS. ANCHOR COUPLING OR SPOOL PIECE WITH 2. PRIOR TO POURING THRUST BLOCKS ALL MEGA -LUG GLANDS FITTINGS ME TI BE WRMPED WITH 4 mll HYDRANT ASSEMBLY DETAIL POLYETHYLENE. N.T.S. REVISPD DS(WI M4 PAVEMENT ° CRUSHED GRAVEL BASE FINE ° q0 VT °gyp°� pp°��p CRUSHED GRAVEL COARSE 0 - %'WASHED STONE (USE STABILIZATION FABRIC HINESBURG SAND & MIRAFI S00X OR APPROGRAVEL DRAINAGE STONE. EDUAL NO LIMESTONE) B' PERFORATED PVC PIPE 'SEE PLANS FOR FILTER FABRIC MIRAFI INVERT ELEVATION 14ONS OR APPROVED /7 MIN. EQUAL FOR UNDERDRAIN 'SLOPE ALL PIPE TO DRAIN @ 1%MIN. TYPICAL UNDERDRAIN SECTION N.T.S. ST-DOB REVISED 211/01/2014 SITE ENGINEER: P F CIVIL ENGINEERING ASSOCIATES. INC. 1OM/WSFIELOVIEWLANE, SOUTHBURLINGM, VTO5403 BOZ4104Z323 FAX ­­1 web' NXw.Pao-N.cOm DAAANGMe Q 2 - MAB CASCX80 CJG APPROVED SAV OWNER: FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT PROJECT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT I DATE ICBBCK®I RBV610tt I D2nsns cdc LocAL sueMn7u DETAILS DATE DAARING NCNBSR 02/25/2015 s— AS SHOWN C3, 2 PROD_ NO. 14186 NEENAH UFTMATE WITH - HINGED MANHOLE COVER (MODEL R4743-LM) AND FRAME OR EQUAL (TYPICAL) -^F'1 SET FRAME ON FULL MORTAR BED & SEAL JOINT 12' CONCRETE RISERS FOR INLET ADJUSTMENT 4"SCH 40 PVC FROM FLOOR DRAIN 1,250 GALLON PRECAST CONCRETE TANK &"COMPACTED CRUSHEDSTONE MAINTAIN 6' CURB — REVEAL AROUND BIORETENTION AREA NOTE: DESIGNED PRECAST CONCRETE STRUCTURE. AV FINISH GRADE III 30^O �- THREADED PLUG FOR INSPECTION 0 T - OIL GASKETED FLEXIBLE - WATERTIGHT CONNECTIONS WATER (PSX OR CAST -IN -PLACE) 4" SDR 35 PVC or SCH 40 4" SDR 35 PVC - 1,250 GALLON HEAVY DUTY OIL SEPARATOR N.T.S. REw,ED OMD14014 EXISTING SUBGRADE OR —� SUITABLE FILL OR ONSITE MATERIAL AS APPROVED BY ENGINEER INSTALL STONE OUTFALL PAD — AT CURB CUTS, SEE DETAIL SOIL NOTES: 1. PLANTING MIX SHALL HAVE A PH BETWEEN 5.2 AND 7.0. 2. CONCRETE SAND AND PLANTING MIX SHALL BE"BUCKET TAMPED'ONLY. DO NOT OVER COMPACT 3 INCHES CATCH BASIN, FRAME, AND HARDWOOD GRATE REFER TO TYPICAL MULCH CB DETAIL X 24 BIORETENTION AREA SECTION N.T.S REVI,ED 1MlVh 16 2 WIDE rr\ CURB CUT EXTEND STONE TO BASE OF SLOPE (APPROX. 5) h 9 '1 31NCHIES PLAN HARDWOOD MULCH 3' MINUS ANGULAR STONE s•.. , per, , r� SEPARATION SECTION GEOTEXTILE STONE OUTFALL PAD IN BIORETENTION AREA N.T.S. REweED Ilea/2m, OIL SEPARATOR TESTING The separator shall be tested by the following procedure; 1. Exflltratlon Leakage Teat: All pipes and other openings Into the tank shall be Suitably plugged and the plugs braced to prevent blowout. The tank Shall then be filled with water to the top of the riser section. A period of time may be permitted, If the Contractor so wishes, to allow for absorption. At the end of this period, the tank shall be refilled to the lop of the riser, If necessary, and the measuring time of at leant four hours begun. At the end of the test period, the tank shall be refilled to the top of the riser, measuring the volume of water added. This amount shall be converted to gallons per vertical to depth for 24 hours. The leakage for each tank shell not exesed four gallon/Vertical foot/day. If leakage ,,,,ad, the allowable rate, repair, shall be mad, as aproved by the Engineer and the tank retested. If the Contractor elects to backflll prior to testing, the testing shall be at his own risk, and it shall be Incumbent upon the Contractor to determine the reason for any failure of the test. No adjustment In the leakage allowance will be made for unknown causes such as leaking plugs, absorption, etc- It will be assumed that all loss of water during the test is a result of leeks through the joints or through the connate. Furthermore, the Contractor shell take any steps necessary to assure the Engineer that the water table is below the bottom m me tank throughout the teat. or 2. Vacuum test In accordance with ASTM C1227-03, Standard Specification for Precast Concrete Septic Tanks, except as noted below: -seal the empty tank and apply a vacuum to 5 inches If 00mm) of mercury. The tank Is approved If 90% of vacuum Is held for 5 minutes. SEE SITE PLANS FOR CURB CUT ELEVATIONS. CURB CUT ELEVATION TO BE Y2" BELOW EDGE OF PAVEMENT 18"CONCRETE SAND (ASTM 33) 12" PLANTING MIX 40% SCREENED COMPOST 60% CONCRETE SAND (ASTM 33) T MIN. CRUSHED GRAVEL 9EELANDSCAPEARCHITECTURAL PLAN FOR PLANTING PLAN AND DETAILS PROVIDE 12" MIN. OVER 4" PVC PIPE '7 139.0 W/ SS CLAMP OR EQUAL CONCRETE ANCHOR 2'&x4' BASE MIN. EXISTING _ _ serrl<" .._—. —_GRADE_ —— _ __\\//C\�/��. it L MIN. EROSION CONTROL TOPSOIL / MATTING IN DITCHED w/ PROFILE GRADES EXCEEDING 5%. STAPLE AS PER MANUF. SPECS. GRASS LINED DITCH N.T.S. Grata REVISED 08/01/2014 Y4 PLA ANTI -VORTEX TRASH Y4"O ROD AROUND - BASE OF VERTICAL RODS WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET MALE ADAPTOR WITH THREADED CAP, 1.7" 0 ORIFICE RIM=143.0 DRILLED THROUGH CAP AT INVERT 2"x2"xY4" ANGLE, 1'-0" LONG, LD TO VERTICAL PLATES, 6WE" TO EXTEND BELOW RACK y TOp INTO STRUCTURE (TO HOLD PLATE TRASH RACK OVER CENTER o F STRUCTURE) TYP. FOR 3 /4" 0 ROD ®6" O.C. 1 15" 0 HOPE W OUTLET PIPE 2"x2NX ANGLE, 0'-3" LONG, WELD TO BOTTOM OF VERTICAL PLATES. (HORIZONTAL LEG TO REST ON TOP OF STRUCTURE) TYPICAL FOR 3 PLAN Y4" TOP PLATE SET FRAME ON FULL MORTAR BED & SEAL JOINT r3 p I'r\\ 48" 0 139.0 4" SCH 80 PVC 015" 0 HDPE UTLET PIPE REVERSE SLOPE PIPE (SEE PLAN SHEET FOR 138.3 PIPE CONFIGURATION AND INVERTS) 18" 6" MIN. SUMP CAST -IN -PLACE CRUSHED 136.8 FLEXIBLE MH SLEEVES * o0 PRECAST MANHOLE STRUCTURES GRAVEL SHALL CONFORM TO ASTM SPEC. �° „�„ �,;c,, °, -ff_I PRECAST CONCRETE C475 (LATEST EDITION). -. ;; -- - w/MONOLITHIC BASE � 11 *REFER TO SITE PLAN FOR ALL PIPE SIZES, LOCATIONS, AND INVERT ELEVATIONS WET POND OUTLET STRUCTURE N T S. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10MWRELDVIEWIANE, SOUTHBUNUNGTON, VFOSr03 W24s42323 FAG e02ati42221 xao: e111v.ceexccmn DXA,N MAB c�amD CJG � avaD SAV OWNER: FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT PROPROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. 5 HOLMES ROAD SOUTH BURLINGTON VERMONT 0 77S I CN: DI LOCAL SUBMI7:7`N DETAILS oars 0212512015 ad.1X AS SHOWN eaa. No. 14186 C3.3 i 3 Introduction This project is subject to the terms and conditions of the authorization from the State of Vermont to discharge construction related Storm water runoff. Coverage under the State Construction General Permit 3-9020 is required for any construction activity that disturbs 1 or more acres at land, or is part of a larger development plan that will disturb 1 or more antes. This project has been deemed to qualify as a Low Risk Site which is subject to the erasion prevention and sediment control (EPSC) standards set for In the State of Varmonfa Low Risk Site Handbook for Erosion Prevention and Sediment Control The following narrative and implementation requirements represent the minimum standard for which this site Is required to be maintained as regulated by the Stone of Vermont. Any best management practices (BMPs) depicted on the projects EPSC Site plan which go beyond the Handbook requirements are considered to be integral to the management of the she and represent components of the municipal EPSC approval for the project which shall be implemented. The EPSC plan depicts one snap shot in time of the site. All construction saes we fluid in their day to day exposures and risks as itrelates to minimizing sediment loss from the site. it is the responsibility of the Contractor to implement the necessary Shl to comply with the Low Risk Handbook standards outlined on this .heat based on the Interim she disturbance conditions which may or may not be Shawn on the EPSC Site Plan. 1. Mark Site Boundaries Purpose: Mark the site boundaries to identify the limits of construction. Delineating your see will help to limit the area of disturbance, preserve existing vegetation and limit erosion potential on the site. How to comply: Before beginning construction, walk the site boundaries and flag trees, post signs or install orange safety fence. Fence is required on any boundary within 50 feet of a shown, lake, pond or wetland, unless the am is already developed (existing roads, buildings, etc.) 2. Limit Disturbance Area Purports: Limit the amount of soil exposed at one time to reduce the potential erosion on site. Requirements: The permitted disturbance area is specified on the site's written authorization to discharge. Only the acreage limed on me authorization form may be exposed at any given time. How to comply: Plan ahead and phase the construction activities to ensure that no more than the permitted acreage Is disturbed m one time. Be sure to properly P 9 Pop Y stabilize exposed soil with seed and mulch or erosion control matting before beginning work in a new section of the she. 3. Stabilize Construction Entrance Purpose: A stabilized construction entrance helps remove mud from vehicle wheels to prevent tracking onto strews. Requirements: If there will be any vehicle traffic off of the construction site, you must install a Stabilized con.ructlon entrance before construction begin.. How to install ROCk Size: Use a mix of to 41nch stone Depth: 8 inches minimm u Width: 12 feet minimum Length: 40 feet minimum (or length of driveway, If shorter) Geotextfle: Place filter cloth under entire gravel bed Maintenance: Redress with dean stone as required to keep Sediment from tracking onto the U.M.s 4. Install Sift Fence Purpose: Sift fences intercept runoff and allow suspended sediment to settle out. Requirements: Siff fence must be installed: • on the downhill side of the construction act Res • between any ditch, Swale, Storm sewer inlet, or waters of the State and the disturbed soli • Hey bores must not be used as sediment banters due to their tendency to degrade and fail aped. where to place: • Place sin fence on the downhill edge of bare soil. At the bottom of slopes, place fence 10 feet downhill from the end at the Slope (If space is available). • Ensure the sift fence catches all runoff from lows Boll. • Maximum drainage area is % acre for 100 feet of silt fence. • Install ale fence across the slope (not up and down hlllsl) • Install multiple rows of sift fence on long hills to break up flow. • Do not Inman sift fence across ditches, channels, or streams or In .ream buffers. How to Install silt fence: • Dig a trench 6 inches deep across the slope • Unroll silt fence along the trench • Ensure stakes are on the downhill side of the fence • Join fencing by rolling the end stakes together • Drive stakes in against downhill side of trench • Drive stakes until 16 inches of fabric Is In trench • Push fabric Into trench; spread along bottom • FIII trench with soil and pack down Maintenance: • Ramova accumulated sediment before it Is halfway up the fence. • Ensure that sift fence is trenched in ground and there are no gaps. 5. Divert Upland Runoff Purports: Diversion berms intercept runoff from above the construction site and direct it wound the disturbed area. This prevents clean water from becoming muddied with sail from the construction site. Requirements: If storm water runs onto your site from upslope areas and your site meets the following two conditions, you must install a diversion berm before disturbing any will. 1. You plan to have one or more acres of soil exposed at any one time (excluding roads). 2. Average slope of the disturbed area Is 20% or steeper. How to Install: 1. Compact me bsrm with a shovel or earth -moving equipment. 2. Seed and mulch berm or cover with erosion control matting immediately after installation. 3. Stabilize the flow channel with seed and straw mulch or erosion control matting. Une the channel with 4 inch mane athe channel slope is greater than 20%. 4. Ensure the berm drains to an outlet stabilized with riprap. Ensure that there is no erosion at the outlet. 5. The diversion berm shall remain in place until the disturbed areas are completely stabilized. 6. Slow Down Channelized Runoff Purpose: Stone check dams reduce erosion in drainage channels by slowing down the storm water flow. Requirements: If them is a concentrated flaw (e.g, in a ditch or channel) of worm water on your site, than you must install stone check dams. Hay bales must not be used es check dams. How to Install: Height: No greater than 2 feet. Comer of dam should be 9 inches lower than the side alevation Side:klPes: 2:1 or natter Stone size: Use a mixture of 2 to 91nch stone Width: Dams should span the widen of the channel and extend up the sides of the banks Spacing: Space the dams so that the bottom (toe) at the upstream dam s at the elevation of the top (cram) of the downstream dam. This spacing is equal to the height of the check dam divided by the channel stop.. Spacing (in feet) = Height of check dam (in feet)/Slope in channel Wit) Meimene... : Remove sediment accumulated behind the dam as needed to allow channel to drain through the stone check dam and prevent large flows from carrying sedimam over the dam. 11 significant erosion occurs between check dams, a liner of stone should be installed. 7. Construct Permanent Controls Purpoee: Permanent storm water treatment practices are construmad to maintain water quality, ensure groundwater flows, and prevent downstream flooding. Practices Include detention ponds and wetlands, infiftratlon basins, and moan water filters. Requirements: I the total Impervlous• area on your site, or within the common plan of development, will be 1 or more acres, you must apply for a State Storm water Discharge Permit and construct permanent storm water treatment practices on your site. These practices must be Installed before the construction of any Impervious surfaces. How to comply: Contact the Vermont Storm water Program and follow the requirements in the Vermont Storm water Management Manual. The Storm water Management Manual is available at: www.vlwat.rquality.org/mormwatw.htm -An impervious surface is a manmade surface, including, but not limited to, paved and unpaved roads, parking areas, roofs, driveways, and walkways, from which precipitation runs off rather than infiarates. S. Stabilize Exposed Soil Purpose: Seeding and mulching, applying erasion control matting, and hydroseeding are all methods to stabilize exposed soil. Mulches and matting protect the soil surface while grass is establishing. Requirement.: All areas of disturbance must have temporary or permanent stabilization within 7, 14, or 21 days of initial disturbance, as mated in the project authorization. After this time, any disturbance In the area must be stabilized at the end of each work day. The following exceptions apply: • Stabilization is not required it earthwork is to continue in the area within the next 24 hours and there Is no precipitation forecast for the next 24 hours. • Stabilization Is not required a the work Is occurring In a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). All weas of disturbance must have permanent mobilization within 48 hours of reaching final grade. How to comply. Prepare bare soil for seeding by grading the top 3 to 6 inches of soil and removing any large rocks or debris. Seeding Rates for Temporary Stabilization April 15 - Sept 15 AUG. 15, 2014. Ryegress (annual or pwennial: 20 IbMacre) Sept. 15 - April 15 AUG. 15, 2014 Winter rye: 120 Ibmacre ..Minn. R... f,v. FinstAtvhllimann (:Rnnae amAxams r , r-k,al vnnl�nne-. �,n o�lov tusma Tall �u.oc K1=31 �L�.:I tub tuna c,„,van1 _ Rvcwss ,vli rcnnfincn.6n, a;.as earl, orr�,im a„n r•m« on �, fors. �riairt r �. ,,,e zs ro,..nv.. cmc,p�� •�a Mulching Rates April 15 - Sept.15 AUG. 15, 2014 Hay or Straw: 1 Inch deep (1-2 bal.wl000 s.f) Sept.16 - April 15 AUG. 15, 2014 Hay or Strew: 2 in, deep (2-4 bales/1000 s.f.) Erosion Control Matting As per manufacturers Instructions Hydroseed As per manufacturers instructions 9. Winter Stabilization Purpose: Managing construction sites to minimize erosion and prevent sediment loading of waters is a yew -round challenge. In Vermont, this challenge becomes even greater during the late fall, winter, and early spring months. 'Winter constructionas discussed here, describes the period between October 15 and April 15, when erosion prevention and sediment control is significantly more difficult. Reins In late fall, thaws throughout the winter, and spring melt and rains can produce significant flows over frozen and saturated ground, greatly increasing the parental for womon. Requirements for Winter Shutdown: For those projects that will complete earth disturbance activities prior to the winter period (October 15), the following requirements must be adhered to: 1. For mess to be stabilized by vegetation, seeding shall be completed no later than September 15 to ensure adequate growth and cover. 2. If seeding Is not completed by September 15, additional non -vegetative protection must be used to stabilize the she for the winter period. This includes use of Erosion Control Matting or netting of a heavy mulch layer, Seeding with winter rye Is recommended to allow for early germination during wet spring conditions. 3. Where mulch is specified, apply roughly 2 inches with an 80-90% cover. Mulch should be tracked in or mobilized with netting In open areas vulnerable to wind. Requirements for Winter Construction If construction activities Involving earth disturbance continue past October 15 or begin before April 15, the following requirements must be adhered to: 1. Enlarged access points, mobilized to provide for snow, stockpiling. 2. Limits of disturbance moved or replaced to reflect boundary Of winter work- 3. A snow management plan prepared with adequate storage and control of meltwater, requiring dewed snow to be stored down slope of all areas of disturbance and out of storm water treatment Structures. 4. A minimum 25 foot buffer shall be maintained from perimeter Controls such as sit fence. 5. In areas of disturbance that drain to a wstw body within 100 feet, two rows of Bill fence mum be installed along the contour. 6. Drainage structures must be kept open and free of snow and ice dams. 7. Silt fence and other practices requiring earth disturbance must be Installed ahead of frozen ground. a. Mulch used for temporary mobilization must be applied at double the mandard rate or a minimum of 3 Inches with an a0.9D% cover. 9. To ensure cover of disturbed soil In advance of a met eventareas of disturbed sell must be stabilized at the and of each work day, with the following exceptions: • If no precipitation within 24 hours la forecast and work will resume In the same disturbed area within 24 hours, daily stabilization is not necessary. • Disturbed areas that collect and retain runoff, such as house foundations or open utility trenches. 10. Prior to stabilization, snow or Ice must be removed to leas than 1 inch thickness. 11. Use alone to Stabilize areas such as the perimmm of buildings under construction or where construction vehicle traffic Is anticipated. Stone paths should be 10 to 20 fast wide to accommodate vehicular traffic. 10. Stabilize Sail at Final Grade Purpose: Stabilizing the she with used and mulch or erosion control matting when it reaches final grade is the beat way to prevent erosion while construction continues. Requirements: Within 48 hours of final grading, the exposed soil must be seeded and mulched or covered with erosion control matting. How to comply: Bring the she or sections of the sae to Mel grade as soon as possible after construction Is completed. This will reduce the need for additional sediment and melon control measures and will reduce the total disturbed area. For seeding and mulching rates, follow the specifications under Rule 8, Stabilizing Exposed Soil. 11. Dewstering Activities Purpose: Treat caster pumped from dewmering activities so that it is clear when leaving the construction she. Requirements: Water from dewatering activities that flows off of the construction sae mum be clew. Water must not be pumped Into worm sewerslakes or wetlands unless the meter is clear. How to comply: Using sock fitters or Sediment fitter bags on dewatering discharge hoses or pipes, discharge water Into alit fence enclosures Installed in vegetated areas away from waterways Remove accumulated sediment after the watts has dispersed and stabilize the area with seed and mulch. 12, raped Your Site Purpose: Perform site inspections to ensure that all sediment and erosion control practices we functioning property. Regular inspections and maintenance of practices will help to reduce costs and protect water quality. Requirements: Inspect the site at least once every 7 days and after every rainfall or snow melt that results in a discharge from the site. Perform maintenance to ensure that practices are functioning according to the specifications outlined in this handbook. In the event of a noticeable sediment dischage from the construction she, you must take immediate action to inspect and maintain existing erosion prevention and sediment control practices. Any visibly discolored storm water runoff to waters of the Stone must be reported. Forms for reporting discharges are available at: www.vtwmerqumtty.orgistormweter.htm PLASTIC ORANGE CONSTRUCTION FENCE i CONSTRUCTION FENCE DETAIL N.T.S. D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (m/m) OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 (MM) MAXIMUM WATER DEPTH OVER ROCK (arm) 75 1S 18 20 2S 33 0ISO 30 38 41 SO 66 100 END POINTS'A' MUST BE HIGHER THAN THE FLOW LINE POINT'S' 0.35 m/m OR FLATTER 75mm (3 in.) MIN. FLOW LINE SLOPE COARSE ROCK A A A =. Gown 9 ii (2 It MAX) 1 Scm TO 45can MINIMUM DEPTH OF COARSE -� (0.5 TO 1.5 IN.) ROCK SET IN town (4 In. ROCK PLACED IN CHANNEL DIFFERENCE MIN.) TRENCH FLOW UNE IS IS.. (0.5 ft.) DIVERSION RIDGE REQUIRED 2..-%ON GREATER WHERE GRADE EXCEEDS 2% .7 \ FILTER FABRIC SECTION A -A \ SANDBAGS OR CONTINUOUS BERM OF SPILLWAY NOTE: EQUIVALENT HEIGHT USE SANDBAGS OR OTHER APPROVED METHODS TO SUPPLY WATER TO WASH CHANNELIZE RUNOFF TO WHEELS IF NECESSARY BASIN AS REQUIRED P L J f/ 1LOIf Y1Af 1\ 3 A `, A 2'-3- (50.75mm) COURSE i AGGREGATE MIN. w (150mm) THICK DIVERSION RIDGE (NOTES: PLAN VIEW 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 N.T.S. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10MA16FIELDV1EWfANE, SOUTHBURUNGTON, VT 05403 802A84-2323 FA 802­ was: aww.cee-vrcroon rrwcar C am. - a- MAe® e CJG naraayso SAV SIDE VIEW FRONT VIEW OWNER: - FARRELL DISTRIBUTING ,un CORP. 5 HOLMES ROAD A T SOUTH BURLINGTON VERMONT PLACE DOWNSTREAM STRUCTURE PROJECT: SUCH THAT POINT'S' IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATION OF g THE UPSTREAM STRUCTURE-T!`1 "`79 PROPOSED SITE .- Tat-rri=111"`IZj`"11: IMPROVEMENTS { STONE CHECK DAM STRUCTURE FARRELL N.T.S. DISTRIBUTING CORP. POSTS 1. SET POSTS AND 2. ATTACH SILT FENCE EXCAVATE A 4'XB' AND EXTEND IT TO ANGLE IO° TRENCH, SET POST SILT -� THE TRENCH. UPSLOPE FOR DOWNSLOPE. FENCE STABILITY AND SELF CLEANING )� i 3. STAPLE THE SILT COMPACTED FENCING TO THE BACKFILL END POSTS. BACKFILL TRENCH. SILT FENCE CONSTRUCTION DETAIL N.T.S. 5 HOLMES ROAD SOUTH BURLINGTON TEMPORARY SEEDING A MULCH VERMONT OR NETTING \ SILT FENCE LE HAY BALES INSTALLED ON DOWN GRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T S. FILTER FABRIC TO BE POST MIRAFI IWX OR APPROVED EQUAL POST SPACING Z%112%WOOD 2.5' METAL POST 10' 4 x4 WOOD 10' tv� FILTER FABRIC TO BE CUPPED, BACKFlLLED AND TAMPED C BELOW GRADE STEEL OR WOOD STAKES NOTES: (SEE CHART AT RIGHT) 1. INSTALL MIRIFI ENWROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY a", FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. Ie E ICaF.Ii(EPI REV[9fnN I 777 ! C c LOGLSU9Mn , EROSION CONTROL NOTES AND DETAILS L.1TF. OR4T1Ne nUYBwt 0212512015 :cue AS SHOWN C3.4 Irru. - 14186 PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A. The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an on -site pre -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be Included In this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures In the area. D. The Contractor shall conduct his work in such a manner as to not interfere with or endanger work or traffic in areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled In their respective trades. B. All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible for initiating, maintaining, and supervising all O.S.H.A, safety precautions in connection with the Work. B. Fire Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 CORRECTION OF WORK A. The Contractor shop promptly correct all Work rejected by the Owner as defective or as failing to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A. No Work shall be done when, In the opinion of the Owner, the weather is unsuitable. No concrete, earth backfill, embankment, or paving shall be placed upon frozen material. If there Is delay or Interruption In the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B. Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require In order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.07 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey staking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. a. Record locations, with horizontal and vertical data, on Project Record Documents. 1.08 TESTING A. The Contractor is responsible for obtaining testing and Inspection services. SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within marked areas. Remove stumps, roots and tap roots and other projections 14" or greater in diameter to 2'-0" below the excavated surfaces in cut areas and 2'-0" below the exposed subgrade in fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner In establishing suitable areas within the property limits for depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backfilling (capping) and grading oil waste Bites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadway structural sections. 1.02 PROTECTION A. Protect bench marks and existing structures. B. Protect above or below grade utilities which are to remain. 1.03 SUBMITTALS A. Testing laboratory reports Indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill In place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and installation instructions. PART 2 - PRODUCTS 2.01 STRUCTURAL FILL - CRUSHED GRAVEL (ACT SPEC. 704.05. FINE) A. All matariale shall be secured from approved sources. This grovel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing 5quore Mesh Sieve 2" 100 1 1/2" 90 - 100 No. 4 - 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.02 CRUSHED GRAVEL (ACT SPEC. 704.05, COARSE) A. This material shall meet the following grading requirements: Percent by Weight Sieve Desig an tion Passing�S uare Mesh Sieve 4" 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 At least 50% by mass (weight) of the material coarser than the No. 4 sieve shall have at least one fractured face. 2.03 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Sieve Designation Passing Swore Mesh Sieve 3" 100 g'4" 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 6 2.04 DRAINAGE COURSE (ACT SPEC. 704.16) A. Rock for drainage applications shall be produced from natural grovels or crushed quarried rock and shall consist of clean, hard, sound, and durable material. It shall be obtained from approved sources and shall meet the following grading requirements: Percent by Weight Sieve Designation Pass'n- Sieve 1" 100 ;4" 90 - 100 i4" 20 - 55 No.4 0-10 No. 8 0 - 10 2.5. DENSE GRADED CRUSHED STONE A. Dense Graded Crushed Stone should consist of a well graded crushed run stone and should meet the requirements for Vermont ACT Standard Specifications Item 704.06 Dense Graded Crushed Stone for Subbase and the gradation requirements shown In Table 704.06A of the Vermont ACT Standard Specifications. Sieve Designation Percent Finer by Weight 3)¢" 100 3" 90 - 100 2" 75 - 100 1" 50 - 80 yz" 30 - 60 No* 4 15- 40 No. 200 0 - 6 2.1. RECYCLED ASPHALT PAVEMENT (RAP) 1)4" MINUS CRUSHED ASPHALT A. This material shall be free of Portland Cement and approved by the engineer prior to instollation. This material shall not be mixed with gravel and shall meet the following grading requirements: Percent by Weight Sieve Designation Possina Square Mesh Sieve 2" 100 1&" 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.07 GEOTEXTILE A. Subsurface Drainage Geotextile: Nonwoven needle -punched geotextile, manufactured for subsurface drainage applications, made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability. Class 3; AASHTO M 288. 2. Grab Tensile Strength: 157 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 142 Ibf; ASTM D 4632. 4. Tear Strength: 56 Ibf; ASTM D 4533. 5. Puncture Strength: 56 Ibf; ASTM D 4833. 6. Apparent Opening Size: No. 70 sieve, maximum; ASTM 0 4751. 7. Permittivity. 0.5 per second, minimum; ASTM D 4491. 8. UV Stability. 50 percent after 500 hours' exposure; ASTM D 4355. B. Separation Geotextile: Woven geotextile fabric, manufactured for separation applications, made from polyoleflns or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability. Class 3; AASHTO M 288. 2. Grab Tensile Strength: 200 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 222 Ibf; ASTM D 4632. 4. Tear Strength: 75 Ibf; ASTM D 4533. 5. Puncture Strength: 90 Ibf; ASTM D 4833. 6. Apparent Opening Size: No. 60 sieve, maximum; ASTM D 4751. 7. Permittivity. 0.02 per second, minimum; ASTM D 4491. 8. UV Stability. 50 percent after 500 hours' exposure; ASTM D 4355. 9. Weight: 4.0 oz/yd2 minimum. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be Installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile In areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded In accordance with plans. B. Excavate subsoil required to accommodate site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining Into excavation. D. Notify engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the Engineer; except do not. In any case, deposit materials less than three feet from the edge of a ditch. 3.06 ROADWAY EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen materiel shall not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition Is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of some by the Engineer. E. Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch maximum lifts. Effective spreading equipment shall be used an each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content In each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for on engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated into the soil by disc, harrowing, bidding, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly Incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, bidding, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfllls and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Modified Proctor Location ASTM D-1557 Subgrade (8") and Gravel for 95% Roads and Parking Lots General Embankments 90% PART 1 - GENERAL 1.01 SUMMARY A. Section includes 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with all requirements of governmental agencies having jurisdiction. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Provide backfill materials free from organic matter and deleterious substances, containing no rocks or lumps over 6" in greatest dimension. 2. Fill material is subject to the approval of the Engineer, and is that material removed from excavations or imported from off -site borrow areas, predominantly granular, non -expansive soil free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 2" within 2' of the outside of pipe. 4. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no additional cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered In the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If the service is interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this section, Immediately notify the Engineer and secure his instructions. 5. Do not proceed with permanent relocation of utilities until written instructions are received from the Engineer. B. Protection of persons and property. 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct his operations so as to prevent the accumulation of water, Ice, and snow in excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress of quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets, nor cause any interference in the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.02 TRENCHING A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing facilities without prior written approval of the Engineer. B. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. C. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. Where feasible, trench walls shall be vertical. D. The completed trench bottom shall be firm for its full length and width. E. If Indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. F. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. G. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12" clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. H. Excavation shall not interfere with normal 45' bearing splay of foundations. 1. All trenching shall be In accordance with the latest OSHA requirements. J. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but In no case less than the depth shown in the Contract Documents. K. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. 3.03 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one inch in diameter. As the pipe is laid, bedding materlol shall be extended to 6" above the pipe and leveled along the width of the trench. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10 Millil DVIEW LANE, SOUTHBUBLINGTON, VTOM eaz-0 z= FAX soz-0en-zzlf ,wb: www.oeo-vtcrom ss4mY MAB cesesan CJG aemovm SAV OWNER DAVID M. FARRELL HOLMES ROAD SOUTH BURLiNGTON VERMONT PROJECT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. HOLMES ROAD SOUTH BURLINGTON VERMONT I enrs �cesce¢o� sevauoN � ozlzsns as �oau suerxma. SPECIFICATIONS Dart DeAwa1G Nlila3E. 0212512015 AS SHOWN C4.0 PRal. N u 14186 3.04 BACKFILLING A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Unless otherwise specified or indicated on the plans, material used for backfllling trenches above the bedding area shall be suitable material which was removed during excavation or obtained from borrow and when compacted shall make a dense stable fill. The material shall not contain vegetation, porous matter, mosses of roots, individual roots more than 18 Inches long or 1/2 inch thick, or stones greater than 50 pounds or larger than six Inches In the widest dimension. C. if additional material is required, it shall be furnished from approved sources. D. Backfill material shall be evenly spread and compacted in lifts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction. E. Reopen trenches which have been improperly backfilled, to a depth as required for proper compaction. Refill and compact as specified, or otherwise correct to the approval of the Engineer. F. Should any of the work be so enclosed or covered up before it has been approved, uncover all such work and, after approvals have been made, refill and compact as specified, all at no additional cost to the Owner. G. Take special care in backfllling and bedding operations to not damage pipe and pipe coatings. H. No compacting shall be done when the material is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other Precautions are taken as may be necessary to obtain proper compaction. I. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Modified Proctor ASTM D1557. 1. Around ail structures, under roadway paving, shoulder and embankments - 95X 2. All other areas - 90%. BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Base Courses 2. Leveling Courses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mixture, constructed on a prepared foundation in accordance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical cross sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and installation shall be in accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, (Latest Edition) C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from some source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase is wet or when the air temperature at the paving site in the shade and away from artificial heat Is as follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below 1 1/4" or Greater 50 Degrees or below Less than 1 1/4" PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined In the VAOT Standard Specifications, Division 700 for bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03, for the base course and finish course. Unless specifically shown on the Plans, all 1. Bituminous concrete pavement shall be designed In conformance with the design criteria for heavy duty bituminous concrete pavement. (75 blows/side) 2. All Asphalt Cement used In the bituminous concrete pavement shall be PG 58-28 (or VTrons approved mix) unless otherwise noted. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction areas due to trenching, the depth of each course shall be increased by 1/2". Pavement reconstruction caused by trench reopening due to Improper placement or non -approved placement shall be performed at no additional cost to the Owner. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. K3rY� k7:1 NJ:\ ITe7 � I A. Verify that compacted granular base is dry and ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous pavement for a roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over on existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next course is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with oil to prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. C. Develop rolling with consecutive posses to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive days work shall be made so as to Insure a thorough and continuous bond between the old and new mixtures. Whenever the spreading process is interrupted long enough for the mixture to attain its initial stability, the paver shall be removed from the mat and a joint constructed. B. Butt joints shall be formed by cutting the pavement in a vertical plane at right angles to the centerline where the pavement has a true surface as determined by the use of a straight -edge. The butt joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal joints that have become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat is placed. If they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset at least 6" from any joint in the lower courses of pavement. Transverse joints shall not be constructed neorer than one foot from the transverse Joints constructed In lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any variations exceeding 3/16 of an Inch between any two contacts shall be satisfactorily eliminated. A 10 foot straight -edge may be used on a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 inch. C. Variation from True Elevation: Within 1/2 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractors expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Culvert pipe and appurtenances. 2. Stone fill. 3. Drainage Structures 1.02 REFERENCES A. Vermont Agency of Transportation Standard Specifications, Latest Edition. 1.03 SUBMITTALS A. Manufacturer's technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, Increasers, crosses, transitions and end caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. B. All culverts and storm drains shall meet the requirements of Section 601 of the Standard Specifications. 2.02 DRAINAGE PIPE & PERFORATED PIPE A. Culvert / Drainage Pipe 1. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252 2. for drainage piping installed by directional boring techniques, use PE 3408 high density polyethylene pipe meeting ASTM D3350 Standard (SDR 11 or better) 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Grey cast Iron, ASTM A48, as shown on plans. 2.05 STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than 1/3 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. 1. Type 1 - The longest dimension of the stone shall vary from 1 Inch to 12 inches, and at least 50 percent of the volume of the stone In place shall have a dimension of 4 inches. 2. Type II - The longest dimension of the stone shall vary from 2 inches to 36 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. 3. Type III - The longest dimension of the stone shall vary from 3 Inches to 48 Inches and at least 50 percent of the volume of the stone In place shall have a least dimension of 12 inches. 4. Type IV - The longest dimension of the stone shall vary from 3 inches to 60 Inches, and at least 50 percent of the volume of the stone In place shall have a least dimension of 20 inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work Is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, end sections shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or Impede consistent backfllling or compaction. 3.04 INSTALLATION OF PIPE A. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece Is discovered after laying, It shall be removed and replaced at the Contractor's expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. B. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor shall provide for the temporary diversion of water to permit the installation of the pipe In a reasonably dry trench. D. Where the pipe is to be laid below the existing ground line, a trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under end around the pipe. E. The completed trench bottom shall be firm for Its full length and width. F. If indicated on the plans or directed by the Engineer, unsuitable foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with Granular Backfill, or other specified or approved material. G. The Contractor shall take all necessary precautions to prevent floatotion of the pipe In the trench. H. When pipe laying is not in progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe Is eliminated. 3.05 MANHOLES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown on the Drawings. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Concrete Curbs 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall have a minimum compressive strength of 4,000psi at 28 days and shall conform to the requirements of Cast -in -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceed ASTM C260. Air content shell range from minimum of 5% to 7%. 2.03 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded bituminous filler conforming to ASTM 0994. PART 3 - EXECUTION 3.01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb is to be set shall be compacted to a firm, even surface. All soft and unsuitable material shall be removed and replaced with suitable material which shall be thoroughly compacted. B. Installation: The curb shall be set so that the front top line is In close conformity to the line and grade required. All space under the curbing shall be filled and thoroughly tamped with material meeting the requirements of the material for the bed course. C. Concrete Mixing and Placing: Compaction of concrete placed In the forms shall be by spading or other approved methods. Forme shall be left in place for 24 hours or until the concrete has set sufficiently so that they can be removed without injury to the curbing. Upon removal of the forms, the curb shall be immediately rubbed dawn to a smooth and uniform surface but no plastering will be permitted. For this work, competent and skillful finishers shall be employed. D. Sections: Curbing shall be constructed in sections having a uniform length of ten feet, unless otherwise ordered. Sections shall be separated by open joints 1/8 Inch wide except at expansion Joints. E. Expansion Joints: Expansion joints shall be formed at the Intervals shown on the plans using a pre -formed expansion joint filler having a thickness of 1/4 inch cut to conform to the cross-section of the curb. They shall be constructed at 20 foot Intervals or as directed by the Engineer. When the curb is constructed adjacent to or on concrete pavement, expansion joints shall be located opposite or at expansion joints in the pavement. F. Backfilling: After the concrete has set sufficiently, the spaces in front and back of the curb sholl be filled to the required elevation with layers of not more than six inches of the some material as the bedding and thoroughly tamped. G. The Contractor shall protect the curb and keep it In alignment until the completion of the contract. Each curb which is damaged at any time previous to final acceptance of the work shall be removed and replaced with satisfactory curb at the Contractor's expense. H. Anti -spelling compound: When the initial curbing period is over (approximately 28 days after placement), all exposed surfaces shall receive two (2) coats of ontl-spalling compound. The surfaces shall be cleaned, and then the compound shall be applied; the first coat at a rate of .025 gallons per square yard, and the second at a rote of .015 gallons per square yard. Anti -spoiling compound shall only be applied when the air temperature is above 50 degrees Fahrenheit. 3.02 GRANITE CURBING A. Sloped granite curbing shall be hard, durable, reasonably uniform in appearance and free from weakening seams. Surfaces shall be as follows: Top:6" wide, sawn true plane. - Front Face: Smooth quarry split, right angle top (No drill holes showing In top 10") Back Face Exposed: Plane parallel with front face, straight split to 1 1/2" below surface. End Face Exposed: Square planes on top and face. Joints Exposed: Maximum 1 and pointed with mortar. Exposed faces shall be finished with a jointer. Remove all excess mortar from exposed faces. Length: Minimum length 3'. Provide curved curbing to conform to radii indicated on the Contract Plans. 3.03 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed course material and the installation and bracing of the forms. Bed coarea material shall be placed to the depth and section shown on the plans. When the layer required exceeds six Inches, two layers of approximately equal depth shall be placed and each layer thoroughly compacted so that It is hard and unyielding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface shall be finished with a wooden float. No plastering will be permitted. The edges shall be rounded with on edger having a radius of 1/4 inch. The surface of the sidewalk, after the floating and spreeding process is completed, shall be finished with a broom of a type approved by the Engineer, drown over the surface parallel to the transverse joints. Special texturing on sidewalk ramps shall be installed in accordance with construction plan details. C. Joints: Unless otherwise indicated on the plans or directed by the Engineer, expansion joints shall not be used in the sidewalk. Expansion joints shall be farmed around all appurtenances such as manholes, utility poles and other obstructions extending into and through the sidewalk. Pre -formed joint filler 1/4 inch thick shall be installed in these joints. Expansion joint filler of the thickness indicated shall be installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the expansion joints, the sidewalk shall be divided at Intervals of 5 feet by dummy joints formed by sawcutting or other acceptable means as directed to provide grooves approximately 1/16 inch wide and at least 1/3 of the depth. When the sidewalk is constructed next to a concrete curb expansion, joint material shall be placed between sidewalk and curb for the depth of the sidewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may direct. E. Backfilling: Before the concrete has been opened to traffic, the space on each side of the sidewalk shall be backfilled to the required elevation with suitable material, firmly compacted and neatly graded. SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Gravity Sewer Pipe 2. Manhole Structures and Appurtenances B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, indicating compHonce with requirements. 1.03 QUALITY ASSURANCE A. All sanitary sewer materials and construction of some shall be as shown on the Contract Plans and shall meet the requirements of the State of Vermont Agency of Natural Resources (Department of Environmental Conservation) and the Public Works Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and end caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer to provide a complete and operable system. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC sewer pipe shall conform in oil respects to the latest revision of ASTM Specifications D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, SDR 35 pipe. All pipe and fittings shall be clearly marked as follows: - Manufacturers Name and Trademark - Nominal Pipe Size (as shown on plans) - Material Designation 12454-C PVC Legend "Type PSM SDR 35 PVC Sewer Pipe" or "PS 46 PVC Sewer Pipe" - Designation ASTM D-3034 or F679 B. Joints shall be push -on type using elostomeric gaskets and shall conform to ASTM D-3212. The gaskets shall be factory Installed. The pipe shall be fumished in nominal 13 foot lengths. Sufficient numbers of short lengths and full machine fittings shall be provided for use at manholes and connections. All connections will require the use of manufactured fittings. Field fabricated, saddle -type connections will not be considered acceptable. C. Any pipe or fitting having a crack or other defect or which has received a severe blow shall be marked rejected and removed at once from the work site. All field cuts are to be made with saw and 90 degree miter box. Bevel the cut and to the same as the factory bevel and remove all interior burrs. Measure and place a homing mark on the pipe before assembling. The pipe installed under this specification shall be installed so that the initial deflection, measured as described below, shall be less than five percent (5%). D. The manhole water stop gasket and stainless steel clamp assembly must be approved by the Town Wastewater Treatment Department prior to the Installation of any pipe. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELD NEWfANE SOUTHDURUNGTON, VT 05403 e02b 2323 fix 80268 V71 wee: www.ceaKcom DI1AwN MAB case® CJG APPeOVeD SAV OWNER DAVID M. FARRELL HOLMESROAD SOUTH BURLINGTON VERMONT PROJECT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. HOLMESROAD SOUTH BURLINGTON VERMONT ' DATc Ic:nccxxDl I 02/2A115 CJG LOCAL SUDMIrfAt SPECIFICATIONS DATE DRA1rRiC NUNRER 0212512015 AS SHOWN I C4.1 Mi. NO. 14186 E. The Contractor will submit certification that the materials of construction have been sampled, tested, inspected, and meet all the requirements including wall thickneas in accordance with ASTM D-3034 or ASTM F679 for all pipe and fittings to be included in project work. PVC pipe shall not be installed when the temperature drops below 32 degrees Fahrenheit or goes above 100 degrees Fahrenheit. During cold weather, the flexibility and impact resistance of PVC pipe is reduced. Extra care is required when handling PVC pipe during cold weather. PVC pipe shall not p be stored outside and exposed to prolonged periods of sunlight, as ipe discoloration and reduction in pipe impact strength will occur. Canvas and other opaque material shall be used to cover PVC pipe when stored outside. 2.04 MANHOLES A. Manholes shall be sized as indicated on the plan and shall be precast concrete with a monolithic base and shall conform to the latest version of ASTM Specification C478. B. Shelves shall be constructed with concrete having a minimum compressive strength of 3,000 psi at 28 days. Inverts for sewer manholes shall be as shown on the plans and details and shall be constructed with concrete or brick, as per the local municipalitys standards. Inverts shall have the exact shape of the sewer to which they are connected, and any change in size of direction shall be gradual and even. C. All manholes are to be provided with copolymer polypropylene plastic steps with steel reinforcement 12 inches on center. D. All manholes shall be provided with rough, gray, cost iron manhole frames and covers. All Iron coatings shall be thoroughly cleaned and then coated with hot tar before being delivered. Frames and covers shall be LeBaron LC 266. or an approved equal, and have a minimum weight of 400 pounds. E. Precast risers and bases for manholes shall conform to ASTM Specification C-478. The pipe opening in the precast manhole system shall have a cast -in -place flexible gasket or an equivalent system for pipe installation as approved by the Engineer. Joints between manhole risers shall be 1" minimum width flexible gasket or approved equals. 2.05 CLEANOUTS A. Cleanouts for gravity sewers and force mains shall be provided at locations indicated on the plans or as directed by the Engineer. Cleanout frames and covers shall be of tough gray cast iron. Coatings shall be true to pattern and free from flaws. The bearing surface of cleanout frames and covers against each other shall be machined to give continuous contact throughout their circumference. 2.06 PIPELINE INSULATION A. Approved sewer lines with less than four feet (4'-0") of cover over the crown, five (5'-0") in plowed areas that cross a storm sewer, or where indicated on the plans, shall be protected against freezing by the Installation of two Inch (2") thick highest available density extruded polystyrene insulating sheets or equivalent. Sheets shall be the the lesser of 3' or 2 x diameter of the pipe. The sheets shall be placed six Inches (6") above the crown after placement of four to six inches (4"-6") of clean medium or coarse sand below the pipe bottom and four to six inches (4"-6") above the crown. Joints shall be overlapped so there Is no gap that will allow frost to penetrate. Care shall be exercised during backfill and compaction over the polystyrene aheets to prevent damage to the sheets. The polystyrene sheets shall meet the comprehensive strength requirements of ASTM D1621-73. In no cases shall the waterline have less than four feet (4') of cover over the top of the pipe. When sewer line passes within 5 feet of a catch basin install 2" min. rigid Insulation, polystyrene sheets, between sewer line and cb. PART 3 - EXECUTION 3.01 GENERAL A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing sanitary sewer facilities without prior written approval of the Engineer. B. When existing underground utilities not scheduled for removal or abandonment are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. C. Installation of pipe shall be in accordance with the Utility Trenching and Backfilling and as specified by this section. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe for a depth of not less than 10 percent of Its total height and shall have recesses to receive the bell. 3.03 LAYING PIPE A. In general, sewer pipe shall be installed in accordance with the latest detailed instructions of the manufacturer. B. The laying shall begin at the outlet and and the lower segment of the pipe shall be In contact with the shaped bedding throughout its full length. Bell or grooved ends of rigid pipes and the circumferential laps of flexible pipe shall be placed facing upstream. C. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractor's expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. D. The pipe shall be laid to conform to the lines and grades Indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. E. The Contractor shall take all necessary precautions to prevent flotation of the pipe in the trench. F. When pipe laying is not in progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is In the trench when work Is resumed, the plug shall not be removed until all danger of water entering the pipe is eliminated. G. For force mains, concrete reaction blocking shall be provided as detailed at all bends deflecting 224 degrees or more. At the Contractor's option, retainer glands may be used at bends in lieu of concrete blocking. Retainer glands shall also be provided at all joints within three pipe lengths each side of the bends. H. Any pipe that is not laid to grade and alignment shall be re-laid to the satisfaction of the Town Wastewater Department. The bedding material shall be placed and compacted on each side of the pipe to a height equal to one-half (1/2) the pipe diameter and for the full width of the excavated trench and as shown on the accepted plans. Bedding shall be #2 pea stone from Shelburne Limestone or an equivalent approved by the Town Wastewater Deportment and the Engineer. I. All sewer pipes shall be marked with magnetic marking tope. The marking tape shall be installed one (1) foot directly over . Concrete thrust blocks 'sewer 'the pipe and shall be labeled or anchors shall be placed at bends, tees, fittings, and other locations on the force main as shown on the contract drawings or as directed by the Town Wastewater Department. Concrete for thrust block: and anchors shall be Class B concrete. Steel rods and clamps as required shall be galvanized and rust proofed or painted. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary equipment and instrumentation required for proper completion of the flushing and testing. Quality of water, test procedures, and method of disposal of water shall be approved by the Engineer. Prior to testing, flush with water to remove construction debris and pass through a full gauge squeegee. B. All tests shall be made in the presence of the Engineer. Preliminary tests made by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight hours before any work is to be inspected or tested. The Town shall be notified at least at least two (2) days before testing. C. The maximum sewer length to be tested at one time shall be that length between any two manholes. D. Air Testing: Low pressure air testing shall be conducted in accordance with the following procedures: 1. Each end of the teat section and laterals shall be plugged, capped and braced. Necessary safety precautions shall be taken to prevent blowouts and possible injury. 2. An air hose shall be connected to a tapped plug used for an air Inlet. The hose will be connected to the air control equ 1pment, which shall include valves and pressure gauges. These shall allow air to enter the sewer lest line, monitor air pressure in the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gouge shall have a range of 0-10 psi with divisions of 0.10 psi and accuracy of 0.05 psig. 3. The air compressor and air supply shall be connected to the lest line and the test section filled slowly, until a constant pressure of 4.0 psig is maintained. 4. A pressure above 3.0 psig shall be maintained for at least five minutes to allow the temperature to stabilize. A check for lacks shall be made and If any are found, the pressure shall be released and the fitting replaced or repaired. 5. After the stabilization period, the pressure shall be adjusted to 3.5 psig and the air supply disconnected. 6. Measure and record the time interval for the test line pressure to drop from 3.5 psig to 2.5 psig. 7. If the groundwater table is above the pipe, Increase above test pressures 0.5 psig for each foot the groundwater is above the invert of the pipe. 8. The requirements of this specification shall be considered satisfied If the time required in seconds for the pressure to decrease from 3.5 to 2.5 psi greater than the average back pressure of any groundwater that may submerge the pipe Is not less than that computed according to the following table: Minimum Test Time for Various Pipe Sizes Diameter (Inches) Time (Sec./100 Ft.) 4 18 6 45 8 75 10 90 12 110 3.05 MANHOLES A. The excavation shall be to the depth indicated on the plans r ordered by the Engineer, and carefully shaped and graded. B. Manhole sections aholl be precast concrete and shall conform to the dimensions Indicated on the plans or ordered by the Engineer. C. Channels, Inverts and floor areas for sewer manholes shall be constructed of concrete. Inverts shall have the exact shape of the sewer to which they are connected and any change in size or direction shall be gradual and even. All construction of sewer manholes must be carried out to insure watertight work. D. The cost Iron frame shall be set as Indicated on the plane in a full mortar bed. The grade or cover shall be properly placed in the frame. 3.06 MANHOLE TESTING A. Manholes shall be tested separately by one of the following two procedures: 1. Exfiltration Leakage Test: All pipes and other openings into the manhole shall be suitably plugged and the plugs braced to prevent blowout. The manhole shall then be filled with water to the top of the cone section. A period of time may be permitted, if the Contractor so wishes, to allow for absorption. At the end of this period, the manhole shall be refilled to the top of the cone, if necessary, and the measuring time of at least four hours begun. At the end of the test period, the manhole shall be refilled to the top of the cone, measuring the volume of water added. This amount shall be converted to gallons per vertical foot depth for 24 hours. The leakage for each manhole shall not exceed one gallon/vertical foot/day. If leakage exceeds the allowable rate, repairs shall be made as approved by the Engineer and the manhole retested. If the Contractor elects to backfill prior to testing, the testing shall be at his own risk, and it shall be incumbent upon the Contractor to determine the reason for any failure of the test. No adjustment in the leakage allowance will be made for unknown causes such as leaking plugs, absorption, etc. It will be assumed that all loss of water during the test is a result of leaks through the joints or through the concrete. Furthermore, the Contractor shall take any steps necessary to assure the Engineer that the water table is below the bottom of the manhole throughout the test. 2. Vacuum Test: This method of testing manholes for leakage involves the use of a device for sealing the top of the manhole cone section and pumping the air out of the manhole, creating a vacuum and holding this vacuum for a prescribed period of time. The procedure for this test is as follows: a. All lifting holes and exterior joints shall be filled and pointed with on approved non -shrinking mortar. The completed manhole shall not be backfilled prior to testing. Manholes which have been backfilled shall be excavated to expose the entire exterior prior to vacuum testing or the manhole shall be tested for leakage by means of the -filtration leakage test. b. All pipes and other openings Into the manhole shall be suitably plugged In a manner to prevent displacement. c. A plate with an inflatable rubber ring the size of the top of the manhole shall be installed by inflating the ring with air to pressure adequate to prevent leakage of air between the rubber ring and the manhole wall. d. Air shall then be pumped out of the manhole through an opening In the plate until a vacuum is created Inside of the manhole equal to 10 inches of mercury on an approved vacuum gauge. The removal of air shall then be stopped and the test begun. e. The manhole shall pass this test if the vacuum holds at 10" Hg or drops no lower than 9" Hg within the following times: Death of 4'0 Manhole Minutes Seconds 0' - 10' 2 0 10' - 15' 2 30 15' - 20' 3 0 20' - 25' 3 30 f. If the vacuum drop exceeds 1" Hg during the specified time periods, the manhole shall be resealed and Steps 2 through 5 above repeated until the vacuum holds for the specified time. g. After the manhole passes the vacuum test, it shall be backfilled carefully so that no leaks are created. If the manhole is disturbed in any way during backfill, it shall again be vacuum tested according to Steps 1 through 5 above. If the manhole falls the vacuum test, the Contractor shall test the manhole using the manhole exfiltration test. h. The Contractor shall provide the Engineer with a written log of each manhole leakage test result. 1. Manholes shall be tested and accepted prior to building manhole Inverts. 3.07 SERVICE CONNECTION No sanitary sewer shall be placed in service until such time as the Town has given final approval to the sewer installation, including satisfactory completion of all required tests. Service connections shall nat be made until all receiving sewer mains have been completed and approved and as -built: received along with GPS coordinates and approved by the Town Wastewater Department. A. Laterals Where required on the plans, sewer service connections for one house shall be constructed of four Inch (4") pipe, unless otherwise noted on the plans, of the type material specified under this section. The pipe shall be laid and its joints made as required for seer construction in this specification. Open ends of pipes shall be properly sealed to prevent damage and intrusion of foreign matter where hookup to the building sewer is not coincident with sewer main construction. Additionally, the Contractor will provide a stable, temporary marker approved by the Town Wastewater Department from the sewer service Invert up to six inches (6") above the finish grade and seated securely into the ground for ease in relocating the end of sewer service connection for hooking up the building sewer. Two (2) tie points to permanent objects shall be documented. The tie points shall be submitted to the homeowner and to the Wastewater Department. In the case of reconnection of existing services, such reconnection will be made only after the new sewer main has been completed, tested, and accepted. The excavation, bedding material, installation, and backfill for service connections shall be the some as for sewer mains. B. Cleanouts for Sewers Cleanouts for gravity sewers and force mains shall be provided at locations indicated on the plans or as directed by the Town Wastewater Department. Cleanout frames and covers against each other shall be machined to give continuous contact throughout their circumference. All Iron castings shall be thoroughly cleaned and then coated with hot coal tar before being delivered. Individual laterals shall have cleanouts every one hundred feet (100'). Cleanouts shall also be installed in laterals with changes of alignment of 45 degrees or greater. C. Chimneys Chimneys shall be built of four inch (4") pipe and/or as Indicated on the contract drawings. Each chimney shall be plugged or capped at end until ready to connect to existing services. Chimneys are required where the vertical drop between the finished grade surface and the main sewer line exceeds fifteen feet (15') at the wye from a service connection. 3.08 Force Main After force mains have been laid and the trench backfilled, the pipe shall be subjected to a hydrostatic pressure test In accordance with AWWA Standard for Installation of Cast Iron Water Main, AWWA C600 (latest issue), Section 13. The hydrostatic pressure shall be 150 percent (150%) of normal operational pressure. After the pressure test has been satisfactorily completed, a leakage test shall be conducted In accordance with AWWA C500 (latest issue), Section 13. The minimum test pressure shall be 75 pounds per square Inch at the high point in the system. 3.09 Wet well The pre -cast concrete wet well shall be externally coated with an asphaltic sealant and tested for water tightness using an approved vacuum or water testing procedure. WA R PP Y YS M PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5. All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, Indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and and caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 WATER MAIN MATERIAL C-900 PVC WATER MAIN A. Pipe shall be C-900 (DR-14 200 psi) PVC (sizes as shown on the plans) conforming to current AWWA C-900, latest revision and shall be UL and FM approved. Larger size mains will be required if necessary to allow withdrawal of the required fire flow while maintaining the minimum pressure specified in the VT Water Supply Rule, Chapter 21, 8.1.1. Any proposed departure from minimum requirements shall be justified by hydraulic analysis and future water use assessment, and will be considered only In special circumstances (VT Water Supply Rule, Chapter 21 8.1.4). Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. When a pipe material is specifically noted on the contract drowings,the contractor/developer shall not have the option of utilizing any other pipe moterlal. Galvanized pipe or fittings shall not be used in any water system owned or maintained by the Town. The Town Water Department requires the use of polyethylene pipe sleeve encasements and/or alternate pipe materials In known or suspected corrosive soil conditions. DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. Pipe shall be cement mortar lined on the Inside in accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 Inch. A plus tolerance of 1/8 inch will be permitted. C. Pipe shall be given an exterior petroleum asphaltic coating in accordance with ANSI/AWWA Specification C151/ASNI A21.51. D. Pipe shall be poly wrapped with a minimum thickness of 4 mil poly in accordance with AWWA Specification C105 / ANSI A21.5, unless approved otherwise. 2.03 FITTINGS A. Ductile iron fittings shall conform to ANSI/AWWA C110/A21.10, 350 PSI working pressure. Ductile iron fittings larger than twelve inches (12") shall have a standard body length equal to Class 250 Cast Iron fittings. Cast Iron Class 250 fittings will be allowed in lieu of ductile Iron fittings larger than twelve inches (12"). Ductile Iron fittings shall be rated for 250 p.s.i. However, twelve inch (12") and smaller may be rated for 350 p.s.l. with the use of special gaskets. All ductile iron compact fittings shall conforming to AWWA/ANSI C153/A21,53 standards. S. Anchor tees shall be standard mechanical joint tees except that the branch is plain Class 250 cost Iron or Class 350 ductile Iron, cement lined, conforming to ANSI/AWWA C110/ A21.10, Ciii/A21,11, and C104/A21.4. Anchor tees shall be Clow F-1217, U.S. Pipe 1.15-92 or equal. C. Mechanical Joint restraints shall be incorporated into the design of the follower gland and shall include a restraining mechanism which, when actuated, Imparts multiple wedging action against the pipe an its resistance as the pressure increases. Flexibility of the joint shall be maintained after burial. Glands shall be manufactured of ductile iron, and have a minimum working pressure of 350 psi. Twist off nuts (i.e. mega -lug) or equal shall be used to ensure proper actuating of the restraining devices. Contractors may also use approved grip ring (or equal) retainer glands. D. Bolts shall conform to ANSI Specification A21.10. E. Pipeline couplings shall conform to AWWA Standards C110 and ANSI A21.10. Mechanical joint connecting pieces of proper diameter shall be installed in accordance with the manufacturer recommendations and at locations directed by the plans or, the Town Water Department. F. All fittings shall be restrained; double poly wrapped and have concrete thrust blocks poured in place as defined herein. 2.04 TAPPING SLEEVES AND VALVES A. The Town Water Department shall be notified whenever a proposed tap is to be mode on any transmission main within the municipal system. B. Only approved tapping companies shall be allowed to perform wet taps on any Town Water Department water mains. C. All materials used when tapping for a branch connection or Interconnection from any Town Water Department water transmission or distribution pipelines shall be specified below 2.05 TAPPING SLEEVES For use on existing asbestos cement, gray cost iron, ductile iron or PVC C-900 pipe: A. Tapping sleeves shall be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleeves shall be constructed of ductile iron, shall have a working pressure of at least 250 psi, and shall hove mechanical joint ends with end and side gasket seals. B. All iron body tapping sleeves shall be provided with a 3/4' NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to topping. C. All bolts and nuts for mechanical joints of tapping sleeves shall be of high -strength cast iron or high -strength, low -alloy steel conforming to ANSI/AWWA C111/A21.11. D. All bolts and nuts for flanged joints of tapping sleeves shall be of high -strength, low carbon steel conforming to ANSI/AWWA C110/A21.10. E. All bolts and nuts shall be sound, clean, and coated with a rust -resistant lubricant; their surfaces sholl be free of objectionable protrusions that would interfere with their fit in the made-up mechanical or flanged joint. 2.06 TAPPING VALVES A. Tapping valves shall conform to ANSI/AWWA C509 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shall be Class 125 conforming to ANSI Specification 816.1 or ANSI/AWWA C110/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specified otherwise on the drawings for the type of pipe required for the branch or lateral pipeline. B. Tapping valves over sixteen inches (16") diameter shall be installed with their stems horizontal, shall be equipped with rollers, tracks and scrapers, and shall be provided with bypass valves unless otherwise specified. C. Buried tapping valves shall be provided with a two Inch (2") square wrench nut and shall be installed with a cast iron valve box as required to allow positive access to the valve operating nut at all times. In installations where the depth from grade to top of valve operating nut is greater than 5'0", a valve stem riser shall be provided and Installed such that the depth from valve stem riser nut to grade is from four feet to five feet (4'-5'), (minimum length of valve stem riser Is two feet (2')). Volvo stem riser shall be of high strength steel and of welded construction. D. All contractors (or others) who apply for water line tapping permits shall submit complete specifications of the tapping material they intend to use at the time the topping permit application is submitted on 8 1/2" x 11' shop drawing sheets E. All bolts and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bltumastic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.07 GATE VALVES -RESILIENT SEAT A. Valves shall be manufactured to meet all requirements of AWWA Specification C509, latest edition. Valves twelve inches (12") and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counter clockwise, and provide a two Inch (2") square operating nut with arrow cast in the metal indicating direction of opening. Each valve shall have maker's name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Kennedy, AFC, or approved equal. B. Buried valves shall be Installed with a gate valve box. C. Gate valves shall normally be placed a maximum of five hundred feet (500') apart. Tee intersections shall have a minimum of three (3) gate valves. Cross sections (four way intersections) shall have a minimum of four (4) valves. D. The Town Water Deportment may require all bolts, studs and nuts be made from a corrosion resistant -material stainless steel. 2.08 VALVE BOXES A. Valve boxes shall be of the three-piece Cost iron slide -type with a minimum Inside shaft diameter of five and one quarter inches (5 1/4") and a six foot (W) trench depth. Valve boxes shall not transfer loads onto the valve. B. Valve boxes shall have a cast Iron cover, marked "WATER'. The boxes shall be dirt tight with the top of the cover flush with the top of the box rim. coo ntersunk brass pentagon plug for paved or concrete areas, and standard two holes for gross areas. Curb box couplings and extensions will be the some material as the curb box. Both cover and upper section of the box shall be able to be located with an aqua type metal locator. C. All service connections shall be installed to the curb stop for all building lots before the street is paved. D. Valve boxes located In roadways shall have one non -adjusting paving riser of a heigyht ranging from one and a half inches 0.5) to six Inches (6") as needed to be brought to final pavement grade. SITE ENGINEER: C CIVIL ENGINEEIBNG ASSOCIATES INC, 10MOSTRELDVIEWIANE SOUTH 911FLINDTON, W 05403 EOx�FAX E02AN-zz11 xwb: wow. -A.. Max MAB cezc� CJG APPeom SAV OWNER DAVID M. FARRELL HOLMESROAD SOUTH BURLINGTON VERMONT PROJECT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. HOLMES ROAD SOUTH BURLINGTON VERMONT I " ICNEC_D' REVrefON I r;=&Is cis LOrusasur- SPECIFICATIONS Hera nsnmrvc rvusses 0212512015 AS SHOWN Cj 4.2 vea. Na. 14186 2.09 BACKFLOW PREVENTION DEVICES A. No water service connection shall be approved or maintained by the Town Water Department unless the water supply is protected as required by State laws, regulations and ordinances. The type of protective device shall depend on the degree of hazard that exists. In general, backflow devices designed to protect potable water supplies in accordance with national plumbing codes for non -health hazard cross connections and continuous pressure applications shall be used, i.e. Watts Series 007 or approved equal. Watts Series 709 Double Check Valve Assembly or approved equal shall be installed on all sprinkler systems. A shop drawing detail assembly showing backflow devices and meter placements shall be required by the Town Water Department. 2.10 PIPE BEDDING A. Water lines shall be laid and maintained on lines and grades established by the plans for the project. Pipeline trenches shall be excavated to the width and depths shown on the pion typicals. Pipeline trenches in which pipe is to be laid directly on the trench bottom shall not be excavated entirely by machinery, but shall be finally excavated by hand tools such that the trench shall have a bottom shaped to support the pipe throughout its entire length by firm and undisturbed material. Pipeline trenches, for which bedding is required, may be excavated to the required depths using machinery. No pipe shall be laid directly on ledge, hard shale or a very compact glacial till. When an unstable trench bottom is encountered and the Town Water Deportment determines that it cannot support the pipe adequately, an additional depth shall be excavated and refilled to the pipe invert with approved material at the contractor's expense. Pipeline trenches shall be dry during the laying of pipe. Wood supports under pipe shall be removed prior to backfllling. Pipeline Installation procedures can be found in AWWA Standard C600. B. Bedding material shall consist of crushed or natural stone conforming to ASTM 02321. Sieve Percent Passing 1" Screen 100% 34' Screen 100% X" Screen 90 - 100R %" Screen 40 - 70% No. 4 Sieve 0 - 15% C. Bedding and blanket motertol shall be Class II material (ASTM D2321) consisting of clean, granular materiol (sand), particle size limits described as follows: Sieve Percent Passing No. 4 100% No. 100 30% No. 200 12% 2.11 PIPELINE INSULATION A. Approved waterlines with less than six feet (6'-0") of cover over the crown, that cross a storm sewer, or where indicated on the plans, shall be protected against freezing by the installation of two Inch (2') thick highest available density extruded polystyrene Insulating sheets or equivalent. Sheets shall be the the lesser of 3' or 2 x diameter of the pipe. The sheets shall be placed six inches (6") above the crown after placement of four to six Inches (4" - 6") of clean medium or coarse sand below the pipe bottom and four to six Inches (4" - 6") above the crown. Joints shall be overlapped so there is no gap that will allow frost to penetrate. Care shall be exercised during backfill and compaction over the polystyrene sheets to prevent damage to the sheets. The polystyrene sheets shall meet the comprehensive strength requirements of ASTM D1621-73. In no cases shall the waterline have less than four feet (4') of cover over the top of the pipe.When water fine passes within 5 feet of a catch basin install 2" min. rigid Insulation, polystyrene sheets, between water line and cb. 2.12 POLYETHYLENE PIPE ENCASEMENT A. Polyethylene pipe encasement may be required in areas of corrosive soils and sholl conform to current ANSI/AWWA C105/A21.5 Specifications. Minimum material requirements for the polyethylene film shall be high density, cross laminated virgin polyethylene 4 mil film. The Town Water Department reserves the right to specify Polyethylene pipe, C-900, in areas of corrosive soils. B. The polyethylene encasement shall prevent contact between the pipe or fittings and the surrounding backfill and bedding material and shall be installed as outlined In Section 4.1 of the above ANSI/AWWA standard. 2.13 CONCRETE FOR THRUST BLOCKS A. Concrete shall be Portland Cement concrete of 3,000 psi minimum 28 day compressive strength. ASTM C-94 specification for transit mixed concrete shall control the concrete quality. A maximum water cement ratio of 6 gallons per sack and a maximum slump of four Inches (4") will be allowed. 2.14 FIRE HYDRANTS AND HYDRANT BRANCHES A. Fire hydrants shall be Mueller Super Centurion 250, Figure A-423, Kennedy K-81 D. or Waterous Pacer Hydrant and shall conform to AWWA C502 with the following specifications: 1. Main Valve Opening: 5 1/4 Inches 2. Nozzle Arrangement: Two 2 1/2 inch Hose Nozzles with National Standard Thread (NST) 3. One 4 1/2 inch Pumper Nozzle with National Standard Thread (NST) 4. Inlet Connection: 6 inch Mechanical Joint, "Mega -Lug" or equivalent retaining gland and concrete thrust block 5. Operating Nut: Standard 1 1/2 inch Pentagon 6. Direction of Opening: Counterclockwise 7. Depth of Bury. Six-foot cover. The hydrant shall have at least 15 inches and no more than 21 inches between the bottom of the steamer cop and the ground. 8. Drain: The hydrant shall be non -draining or have the drains permanently plugged. 9. Color: Red enamel 10. Other: Hydrants shall be compression type closing with the pressure. Hose and pumper nozzles shall be 1/4 turn type secured by stainless steel or corrosion resistant pins or screws. Pressure seals behind the nozzle flanges shall be "0" rings. A breakable coupling retained In place by stainless steel or corrosion resistant pins shall make the union between the upper and lower stems. The two-piece traffic flange shall be held in place by nuts and bolts. The upper barrel shall be able to rotate 360 degrees without removing any bolts. Hydrant flags shall be required and supplied for each hydrant. Wherever a traffic hazard appears to exist, curbing and/or bollards shall protect the hydrant. B. For single-family house subdivisions, there will be at least one hydrant at each Intersection and a maximum of five hundred feet (500') between hydrants with a minimum water flow of 500 gallons per minute (gpm) at the flow hydrant with a 20-psi residual pressure at the residual hydrant. Hydrants should be located immediately adjacent to street property lines. A 20' x 20' easement will be required around all hydrants. No structures or plantings are to be placed within a 20' x 20' area of any hydrant. C. Where dead-end mains occur, they shell be provided with a fire hydrant if flow and pressure meet minimum requirements. If flows and pressure are not sufficient, then on approved flushing hydrant or blow off shall be installed for flushing purposes. Flushing devices should be sized to provide flows which will give a velocity of at least 2.5 feet per second in the water main being flushed. The open end of a blow off must be capped and terminate at least eighteen Inches (18") above grade. D. When set in lawn space between the curb and sidewalk, no portion of the hydrant or nozzle cop will be less than one foot off the gutter face of the curb or edge of the sidewalk. Hydrants shall be a minimum of four feet (4') and a maximum of six feet (6') from the edge of the sidewalk to the el....t point on the hydrant when placed behind the sidewalk. In the absence of a curb or sidewalk, no hydrant shall be placed more than six feet (6') from the edge of pavement. Hydrants shall be located so as to provide complete accessibility and minimize the possibility of damage from vehlcles or Injury to pedestrians. 2.15 HYDRANT ASSEMBLIES A. Hydrant assemblies shall consist of an anchor tee, a six inch (6") mechanical joint gate valve conforming to the above specifications, the appropriate length of six inch (6") Ductile Iron Cement Lined, Class 52 pipe, all necessary anchor couplings and approved restraining glands, the fire hydrant and appropriate thrust block. B. Core shall be taken to prevent damage to hydrants and appurtenances during handling and Installation. All materials shall be carefully Inspected for defects in workmanship and materials; all debris and foreign material cleaned out of the hydrant bowl; all operating mechanisms operated to check their proper functioning, and all nuts and bolts checked for tightness. All hydrants shall be carefully incorporated in the water main and supported in their respective positions free from distortion and strain. Hydrants shall be set plumb. All hydrants shall be oriented to most efficiently allow fire truck access and connection for emergency purposes. They shall be installed away from the curb line at sufficient distance to avoid damage from or to vehicles. Traffic model hydrants shall be installed so the breakaway flange is not less than two inches (2"), nor more than six inches (6") above the established grade, according to manufacturer recommendations. Hydrant locations are subject to the approval of the Town Water Department and the appropriate municipality's fire department. Installation for fire hydrants can be found in AWWA Standard C600. 2.16 SERVICE CONNECTIONS A. Service lines shall be Installed so as to run perpendicular, in a straight line from the water main to the curb slop. B. Each service shall consist of a corporation, curb stop, copper tubing and a curb box with a cast iron or stainless steel service rod. Service lines from three-quarter to two inch (3/4" to 2") shall be copper tubing from the corporotion stop to the curb stop. Copper tubing shall be type K", soft temper, conforming to ASTM B88. The name or trademark of the manufacturer and type shall be stamped at regular Intervals along the pipe. Copper service pipe shall be one piece from the corporation to the curb stop. The minimum service for a single-family residence shall be three-quarter inch (3/4"). The minimum service for a duplex shall be one inch (1"). C. Corporations sholl be AY McDonald or Cambridge Bross Law -Lead and manufactured in accordance with AWWA C800. Corporations shall have threads per AWWA C800 Table 7 / Figure 2, at the inlet and a compression type fitting at the outlet. Both inlet and outlet shall be the same size. Three-quarter inch and one -inch corporations shall be directly tapped Into ductile Iron pipe six inches (6") and larger in diameter. Larger size corporations u to two inches 2" shall use a topping saddle. P P ( ) PP 9 Pipe lees than six Inches (6") shall require the use of a tapping saddle and corporation. Corporations shall be used for all taps up to two Inches (2"). In no instance, except when a tapping sleeve and valve are used, shall a tap be made without a corporation. Corporations shall be Mueller 110 (3/4" - 1"), or Mueller H 15013 (1 1/2" - 2"). A connection made to a pipe that requires a tapping saddle or is not ductile Iron will hove a body with a suitable outlet, seal, and suitable means for attachment to the main. The body shall be made to conform to the outside configuration of the main. The service saddle shall be designed to provide a all tight connection. The body shall be Teflon or Epoxy tooted with stainless steel strop(a), bolts, nuts, and mechanism for attaching to the pipe barrel. D. Curb stops shall be a boll valve type with a minimum allowable pressure rating of 300 psi and be manufactured in accordance with AWWA C800. The curb stop shall open left, have a positive stop, be full port, provide drip -tight shutoff in the closed position and be of the tee design or flat design. No curb stop shall have the ability to drain the service [Inc. Both the inlet and outlet of the curb stop shall have compression type fittings. The tee head of the curb stop shall have the provision for the connection of a service rod. Curb stops shall be AY McDonald or Cambridge Brass Low -Lead, or approved equal. The curb stop shall rest on a four Inch by eight inch by sixteen -inch (4" x 8' x 16") concrete block for support. Curb stops shall be installed just inside the municipality R.O.W. E. Curb boxes shall be of sliding adjustable type capable of adjusting from five feet to six feet (5' - W) (Erie Style). The base of the box sholl be arch type so as to prevent the box from resting on the curb stop. The adjustable upper section hall be on Inch 1" diameter for use with 3 4 and 1" curb s e ( ) / stops. For larger curb stops, the upper section shall be 1 1/4" in diameter. Stationary rods affixed to the key of the curb stop with a brass pin shall be thirty Inches (30") in length for 3/4" and 1" curb stops and twenty-four inches (24") for large curb stops. Curb box rods may be cast iron or stainless steel, as determined by the Town Water Department. The word "WATER" shall be inscribed on the cover of the box. PART 3 - EXECUTION 3.01 INSTALLATION A. Contractors shall notify the Town Water Department and Dig Safe at least seven days prior to any work on the water system. B. Skilled workers experienced in such work shall install all items. Tools shall be adequate for the work and in good condition so as to produce good, clean cut threads of the correct size, pitch, and taper. C. Installation of all water lines shall be in accordance with the latest version of AWWA C600 or AWWA C605 , as applicable, current edition. D. Connection to an existing water main shall be done under the supervision of and with the approval of the Town Water Department. It Is the applicant's, developer's, or owner of record's responsibility to secure ALL necessary connection permits and pay ALL applicable fees to make the connection, and to coordinate all parties involved In the process. The engineer and the Town Water Department sholl be notified at least two working days in advance of the intended connection time. No existing valves, hydrants, curb stops, etc. shall be operated without prior approval of the Town Water Department. The Town Water Department shall operate all valves initially to ensure the integrity of the volve. The Town Water Department may then allow the contractor to operate those valves. Any damage occurring after the use of any valve operated by the contractor shall be the contractor's responsibility. E. Care shall be taken to prevent damage to valves and other appurtenances during handling and installation. All materials shall be carefully inspected for defects in workmanship and materials; oil debris and foreign matter cleaned out of valve openings, etc.; oil operating mechanisms operated to check their proper functioning, and all other nuts and bolts checked far tightness. Valves and other equipment, which do not operate easily, or are otherwise defective, shall be replaced. All valves shall be carefully incorporated Into the water main and supported in their respective positions free from all distortion and strain. Valves and valve boxes shall be set plumb. Valve boxes, besides being plumb, shall be centered directly over the valves. F. All pipe. showing cracks shall be rejected. If cracks occur in the pipe, the contractor may, at his own expense and after approval of the Town Water Department, cut off cracked portions at a paint at least twice the pipe diameter from the visible limits of the crack and use the sound portion of the pipe. G. All water mains shall have no less than six feet (IS) of cover unless waived by the Town Water Department. The pipe shall be laid to conform to the lines and grodes indicated on the Department. The Town Water Department may restrict work before November 15 and after April 1 during adverse weather conditions. The Town Water Department may not allow excavating for water mains during the winter months except by special permission for emergencies. Each pipe shall be laid so as to form a close pint with the next adjoining pipe and to bring the inverts continuously to the required grade. In no cases shall the waterline hove less than four feet (4') of cover over the top of the pipe. H. Temporary support, adequate protection, and maintenance of all underground structures, drains, sewers and other obstructions encountered in the progress of the work shall be provided at all times. If utility service is interrupted as a result of work for the project, the contractor shall Immediately restore service by repairing the damaged utility at the contractor's expense. I. At all times, when pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work Is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. During construction, the contractor shall conduct operations so as to prevent the accumulation of water, Ice, and snow in the vicinity of excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. J. Under no conditions shall water be allowed to rise in open trenches after pipe has been laid. K. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner that will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets. Disposal shall not cause any interference In the use of streets and roads by the public. Pipes under construction shall not be used for drainage of excavations. L. Any deflection of joints in pipe up to twelve -Inch (12") diameter shall be within the limits specified by the manufacturer, but not to exceed five degrees or nineteen Inches (19") per eighteen feet (18') of pipe length. M. Concrete thrust blocks shall be installed on all hydrants, plugs, tees, and bends deflecting 11 1/4 degrees or more. Concrete thrust blocks sholl be used in conjunction with "Mega -Lug restraining glands or equivalent. Care shall be taken to ensure that concrete will not come into contact with flanges, joints, or bolts. The required area of thrust blocks shall be indicated on plan typlcals and approved by the Town Water Department. Concrete shall be placed against undisturbed soil. Wooden side forme or equal shall be provided for thrust blocks. No backfilling sholl be allowed until concrete masonry has set sufficiently. Where directed by the Town Water Department or engineer, concrete encasement of the waterline may be made for stream crossings and similar purposes. Where required on the plans or as directed by the Town Water Department or engineer, a concrete cradle shall be used to bolster and strengthen the pipe. The Town Water Department or his designee shall inspect all thrust blocks prior to backfilling. N. All trenching safety standards shall be in conformance with all applicable State and Federal guidelines. The contractor shall be solely responsible for any safety citations by State or Federal Inspectors. 0. There shall be no physical connection between the distribution system and any pipes, pump., hydrants, or tanks that are supplied with water that is, or may be, contaminated. P. As necessary, temporary PVC markers shall be supplied at all gate valves, curb boxes, and at the end of water lines to a minimum of twelve Inches (12") above finish grade until accepted by the Town Water Department. Q. All surplus material and debris shall be removed as the project progresses, leaving all areas clean and presentable. R. Unless otherwise required, all paving and sidewalks that may be damaged during construction shall be replaced with the some kind of material that previously existed. S. The contractor shall be responsible for proper protection of persons and property on the project. The contractor sholl barricade open holes and depressions occurring as part of the work, and post warning lights on adjacent property to or with public access. T. Warning lights shall be operated during hours from dusk to down and as otherwise requested. U. The contractor shall protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by construction operation.. V. No water lines shall be installed after November 15 or before April 1 without prior approval of the Town Water Department. 3.02 BACKFILLING A. Trenches shall be backfilled to subgrode with, wherever possible, material excavated from the trench, and shall be done only after the approval of the Town Water Department. Material for backfilling shall be free of roots, stumps, and frost. Backflll shall not be placed on frozen material. Materials used for backfilling trenches shall be free of stones measuring more than twenty four (24) pounds. No stones measuring over three inches (3") in the longest dimension shall be placed within one foot (1') of the pipeline being backfilled. Stones found in the trench shall be removed for a depth of at least six inches (6") below the bottom of the pipe. In general, use of blasted rock as trench backfill will not be permitted. B. Bockfill material shall be tamped In layers around the pipe to a sufficient height above the pipe to adequately support and protect the pipe. Backfill for pipelines shall be placed in six inch (6") lifts, each lift being compacted to not less than 957E of maximum dry density as determined by the AASHTO-T-99 Standard Proctor. If conditions warrant, the backfilling of trenches may be done with mechanical equipment. Particular precautions shall be taken in the placement and compaction of the backfill material in order not to damage the pipe, pipe coating or structure. The backfill shall be brought up evenly. Around valve boxes, the backfill shall be tamped to a distance of four feet (4') on all sides of the box, or to the undisturbed trench face, if less than four feet (4'). Backfilling in all public roadways shall be so compacted as to leave no depression in the road. Additional backfill requirements may apply within State or local Highway Right -of -Ways. All public road surfaces shall be restored to a condition at least equal to that which existed prior to the start of construction. Precautions shall be taken against undue damage to existing surface materials. C. No compacting shall be done when the material is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are token as may be necessary to obtain proper compaction. D. Surplus excavated materials shall be disposed of in a satisfactory manner. Surplus material or spoil shall be removed promptly and disposed of so as not to be objectionable to abutters or the general public. E. Trenches that have been Improperly backfilled, enclosed or covered before inspection of fittings and joints shall be reopened and re-backfilled at the contractor's expense. 3.03 WATER/SEWER SEPARATION A. Water mains crossing sewers shall be laid to provide minimum vertical distance of eighteen Inches (18") between the outside of the water main and the outside of the sewer line. This shall be the case where the water main is either above or below the sewer. At crossings, one full length of pipe shall be located so both joints will be as for from the sewer as possible. This vertical separation shall be maintained for that portion of the water main located within ten feet (10') horizontally of any sewer it crosses. Water mains must be laid of least five feet (5') horizontally from any existing or proposed storm sewer and ten feet (10') from any existing or proposed sanitary sewer. B. When it is impossible to obtain horizontal and vertical separation on new installations, both the water main and sewer main shall be constructed of waterworks material with watertight joints and shall be pressure tested before backfilling. A PVC sleeve may be required for one or both mains in addition to the waterworks material. Lines may also be encased in concrete as required by the Retail Department. No water main shall pass through or come in contact with any part of a sewer manhole. C. Distribution lines shall not be placed closer than fifty feet (50') horizontal distance from any septic tank or leach field unless approved by the VT Water Supply Rule Provisions under Chapter 21.8.6.4 or the Town Water Department. D. Force main crossing shall be arranged so that at least one full length of sewer pipe is centered above or below the water line, with the sewer joints as for as possible from the water pints. The new force main line shall be constructed to water main standards for a minimum of twenty feet (20') on either side of the crossing. The section constructed to water main standards shall be pressure tested to maintain 50 psi for fifteen (15) minutes without leakage prior to backfilling. In those areas that proper cover cannot be provided, proper insulation shall be installed. E. Sewer and waterline separation shall conform to ell VT Water Supply Rule requirements, and installed in accordance with the latest edition of the "Ten States Standards - Recommended Standards for Water." 3.04 TESTING AND DISINFECTION A. All water mains shall be constructed, tested and disinfected in accordance with AWWA Standards C-600, C-605, C651 and The Vermont Water Supply Rule. Minimum testing pressure shall be 1.5 times the working pressure of the installed line or 200 psi, whichever is greater, and will be monitored at the lowest elevation in the length of the pipeline being tested. Maximum allowable leakage will be: L = 50._J2_ 148,000 as outlined In AWWA Standards Where: L = allowable leakage, in gallons per hour S = length of pipe tested, In feet D nominal diameter of the pipe, in inches P = average test pressure during the leakage test, in pounds per square Inch (gauge). 1. Testing: All tests shall be conducted by and at the expense of the Contractor. The Engineer will give direction pertaining to the test methods and observe the field-testing. All testing shell be completed by a qualified third party approved by Town Water Department. 2. Hydrostatic Test of Pipeline: The pipeline, including hydrant laterals, shall be tested in accordance with AWWA Standard C-600-87 Section 4. 3. Disinfection: Disinfection of the pipeline shall be directed by the Engineer and at the Contractors expense. AWWA Standard C-651 sholl be used as a basis for the disinfection process. B. The Engineer or Town Water Department will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. A reducing agent shall be used at the point of flushing to eliminate the free chlorine residual per the direction of the Town Water Department. 2. Following flushing to clean clear water, the Contractor will add chlorine through continuous feed to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. 3. After the 24-hour durotion, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 Ill chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual I. indicated by test. 4. Upon successful completion of step 3 above, the pipeline shall be flushed again until the chlorine concentration In the pipeline Is no higher than that prevailing in the supply system. A reducing agent shall be used to eliminate the free chlorine residual In the flushing process per the direction of the Town Water Department. C. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, taken at least 24 hours apart, shall be collected from the new main, and submitted to the Vermont Health Department for analysis. At least one set of samples shall be collected from every 1,000 feet of the new water main, plus one set from the end of the line and at least one set from each branch. All samples shall show the absence of coliform organisms and, if required, the presence of a chlorine residual (AWWA C651-99). If the Initial disinfection falls to produce samples which pass the V.S.H.D. requirements for potable drinking water, then the new main shall be reflushed and shall be resompled until satisfactory test results are obtained. 0. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. All costs for water, materials, equipment and labor to perform the required testing disinfection, and flushing of the pipeline shall be paid by the Contractor. 3.05 SUBMITTAL OF TEST RESULTS A. A. The Applicant or Project Engineer shall be responsible for submittal of test results to the Town Water Department. The Applicant or Project Engineer shall also provide a letter to the Town Water Department certifying that the water system has passed all tests, Is constructed in accordance with the approved plans, except as may have been modified by approved Change Order, and is In condition to be placed In service. Submittal of all test results shall be re fired prior to the water main being placed into service 3.06 FINAL INSPECTION A. For one year from the date the new system is placed into service, the applicant's developer/contractor will be responsible for any necessary repairs or corrections as part of the project warranty. At the end of a one-year period, an inspection will be performed by the Town Water Deportment prior to the system owner assuming ownership of any of the lines and appurtenances. The contractor shall correct any punch list Items accumulated during the inspection after receipt of this list. Incomplete work on the system shall not be Included in the initial Inspection, but shall be inspected as the project continues. The contractor shall repair, replace, or retest promptly as directed by the Town Water Department and without further charges, all work equipment, materials or parts, which may foil during the one year warranty period. B. A final walk-through inspection shall be conducted by the Town Water Deportment prior to the water system being accepted for ownership by the system owner. This inspection shall include but not be limited to: 1. Valves, hydrants, and curb stops operating properly. 2. Valve boxes and covers set plumb and at proper elevations. 3. Proper hydrant nozzle height above grade. 4. Proper hydrant opening direction, nozzle thread, and barrel color. 5. Proper distance from the face of the curb of hydrant nozzles. 6. Hydrant flags meeting Town Water Department specifications installed on each fire hydrant at the time of installation. 7. Static and residual hydrant pressures and flow rates. 8. Curb boxes Inside ROW, set to grade, containing operating rod, and plumb. 9. Tie information and record drawings complete and submitted. 10. Material testing results, lab reports, manufacturers' certificates, and leakage test results complete and on file. 11. General appearance end restoration, 12. Submittal of O&M manuals in hard copy and Adobe Acrobat Reader (.pdf) format. 13. Submittal of As-Bullts In hard copy format and Auto-CAD.DWG Version 2000 format or newer within 14 days of completion. SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES, INC, 10 MANSFIEfD VIEW LANE, SOUfHBURLINEITON, W 054M B02A842aYJ FAx: Bd2A81-2P11 xwU: xww.cs-w.com DMxx MAB cxxc® CJG AI' R-D SAV OWNER: DAVID M. FARRELL HOLMES ROAD SOUTH BURLiNGTON VERMONT PROJECT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. HOLMES ROAD SOUTH BURLINGTON VERMONT I pAT. ICNEC�DI " "'N I ;P 115 CJG LOCALsaemirrAL SPECIFICATIONS aArs k.xN,..�xn.e 0212512015 ecAu AS SHOWN 4. C 3 14186 3.07 GENERAL INFORMATION A. All persons taking water must keep the fixtures and service pipe within their own premises in good repair and fully protected from frost, and must prevent unnecessary leakage of water. The Town Water Department shall not be liable for leakage of hydrants, pipes or fixtures upon the premises of any consumer, nor for obstructions therein by freezing or otherwise, nor for damages resulting from any of the forgoing causes. All leaks that are on the building side of the curb stop will be the owner's responsibility and repaired at the owner's expense. B. Water rates shall be collected for all water used until the water is shut off at the curb stop by the Town Water Department. No abatement of water rates will be allowed by reason of disuse, diminished use, or vacancy of premises without proper notice to the Town Water Department. C. The Town Water Department or system owner shall not be liable for any injury, loss or damage of whatever nature occasioned by the failure to maintain a constant or uniform pressure in the water mains, or for damages occasioned by or growing out of a stoppage of said water by frost or other cause, or for damage occasioned by or growing out of an insufficient supply of the same, or for accident or damage of any kind caused by or growing out of the use or failure of said water. D. No person shall open any hydrant or draw water there from except the Town Water Department personnel or persons under their direction, or the officers or designees of the municipal fire department and members of the fire companies under their direction for fire purposes, or those Individuals who have been granted approval on a hydrant use application by the Town Water Department, in which case, all such usage shall be metered. Fines for unauthorized use of any hydrant or connection may be incurred, according to the Rules and Regulations of the Town Water Department. E. One curb stop and one water meter shall be installed for each Individual dwelling unit, condominium unit, apartment unit, commercial or office occupancy. Exceptions may be permitted In cases where a condominium association signs a binding agreement to be responsible for all collection of water bills. In cases where condominiums are converted into separate apartments, separate curb stops and water meters shall be installed for each unit. Town Water Department employees shall install all water meters. Under no circumstances ore plumbers or, persons other than those authorized by the Town Water Deportment permitted to turn water on or off at the curb stop. The water will not In any Instance be turned on to any premise for use until the Town Water Department has suitably attached a meter. F. Tha owner of the premises shall be responsible for all water payments. A change of tenants or premises will not relieve the owners from payment of a back bill. STORM WATER PONDS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Construction of storm water detention pond. PART 2 - PRODUCTS A. Compacted Fill/Granular Borrow: The material for the fill shall be obtained from the designated areas and shall conform to the requirements of Section 02210 - Site Earthwork. The material shall be free from stumps, wood, brush, roots, sod, rubbish, and other matter that may decay. It should be free of stones over 2 Inches In diameter where compacted by hand or mechanical tampers, or over 6 inches in diameter where compacted by rollers or other equipment. Frozen materiol shall not be placed in the fill, nor shall the fill material be placed on a frozen foundation. B. Stone FIII: Stone fill shall conform to the requirements of Type I Stone Fill as specified In Section 02439 - Stone Fill. C. Riser and Drain Pipe: Riser and drain pipe shall conform to the requirements of Section 02725 - Drainage. PART 3 - EXECUTION 3.01 SITE PREPARATION A. The area to be covered by the pond and embankments shall be cleared of all trees, brush, stumps, roots and other objectionable moterlal. The area to be covered by the earth embankment and the surface of the borrow area shall be stripped of all grass, roots, organic materials, or other objectionable materials to a depth that will insure the removal of any materials which will prevent bond between the foundation and the fill. Material cleared shall be disposed of In accordance with Section 02110 - Site Clearing. Where the embankment will be on a hillside, the slope of the original ground on which the embankments are to be constructed sholl be stepped and properly drained as the fill Is constructed so that adverse movements of the slopes do not occur. 3.02 COMPACTED FILL/GRANULAR BORROW A. Preparation of Foundation: Upon completion of the clearing operation and just prior to placing the flit material on any portion of the foundation, that portion shall be scarified, plowed, or disked to a depth of 3 Inches. All objectionable material exposed by this operation shall be disposed of outside the limits of the fill. B. Placing and Spreading Material: The placing and spreading of material shall be started at the lowest part of the section under construction and the fill constructed in layers of 6 inches. The layers shall slope slightly towards the reservoir to prevent puddles and provide for faster runoff in case of rain. More possible, the layers shall extend over the entire area of the fill. The distribution and gradation of the materials throughout the fill shall be such that there be no lenses, pockets, streaks, or layers of material differing substantially in texture or gradation from the surrounding material. The most porous borrow material shall be placed on the downstream portions of the embankment. C. Compaction: All fill shall be compacted to 95 % maximum density per ASTM D-698. D. Limits: The embankment shall be constructed where located and as detailed in the Contract Plans. Side slope shall be 1 vertical to 3 horizontal. E. Revisions to the proposed design of the detention pond may be necessary if, In the opinion of the Engineer, unsuitable material is found at the pond location. 3.03 SLOPE PROTECTION A. Placement: Stone Fill Type I shall be placed at locations indicated on the plans to a minimum thickness of V-O" in one course in a manner that will result in a reasonably well graded surface. Core shall be taken in the placing to avoid displacing of the underlying material. The stones shall be placed and distributed so that there will be no accumulations of either the larger or the smaller stones. Re -arrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. 3.26 LANDSCAPING A. At completion of grading, slopes, ditches, and all disturbed areas shall be smooth and free of pockets with sufficient slope to ensure drainage. All disturbed areas shall receive a minimum of four inches (4") of topsoil and shall be seeded, fertilized, limed, and mulched in accordance with the following: 1. Seed mixture in all areas shall be urban mix conforming to the table below. For seeding between September 1 and October i, winter rye shall be used at an application rote of 100 pounds per acre. 2. Fertilizer shall be standard commercial grade conforming to the State Fertilizer Law and to the Standards of the Association of Official Agricultural Chemists. Dry fertilizer, if used, shall be applied at the rate of 500 pounds per acre. Liquid fertilizer, if used, shall be applied in a 1-2-1 ratio with the minimum rate to include 100 pounds of nitrogen, 200 pounds of phosphate, and IGO pounds of potash per acre. 3. Limestone shall conform to all State and Federal regulations and to the Standards of the Association of Official Agricultural Chemists. The limestone shall be applied at a rate of one ton per acre as directed. 4. Within twenty-four (24) hours of application of fertilizer, lime, and seed, the surface shall be mulched with a hay mulch. Mulch shall be spread uniformly over the area at a rate of two (2) tans per acre. 5. All turf establishment shall be performed In accordance with the Vermont Standard Specifications for Construction, Section 651. URBAN MIX GRASS SEED Percentage Pounds Live Seed Type of Seed By Weight Per Acre 37.50% 45.0 Creeping Red Fescue 37.25% 37.5 Kentucky Blue Grass, Winter Hardy, Perennial Rye 31.25% 37.5 (variety Pennfins, Manhattan, or similar varieties) 1007. 120 pounds live seed per acre LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Finish grading; bring rough grade in areas to design elevations as shown on the drawings. 2. Topsoil: Work shall consist of furnishing, placing and shaping topsoil, or placing, spreading, and shaping topsoil form stockpiles or stripped areas. PART 2 - PRODUCTS 2.01 TOPSOIL A. Topsoil shall be loose, friable, reasonably free of admixtures of subsoil, free from refuses, stumps, roots, brush, weeds, rocks, and atones 1 1/4 Inch in overall dimensions. The topsoil shall also be free from any material that will prevent the formation of a suitable seedbed or prevent seed 9erm!nation and plant growth. It shall contain not less than three (3) nor more than twenty (20) percent organic matter. Any material which has become mixed with undue amounts of subsoil during any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor with acceptable material. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrade of all stumps, stones, roots, trash or other materials which might hinder proper tillage or spreading. B. All surfaces on which topsoil is to be placed shall be graded to a reasonably true surface and scarified by raking, discing or other approved means to a minimum depth of two inches before placing topsoil. 3.03 PLACING TOPSOIL A. Minimum final depth of topsoil shall be 4 Inches. B. Place topsoil when seeding operations can closely follow spreading operations. Use topsoil In relatively dry state. C. Topsoil shall be spread and shaped to the lines and grades shown on the plans, or as directed by the Engineer. The depth stated in the contract to which the topsoil is to be placed is that required after final rolling of the material has taken place. All stones, roots and debris over tY Inch in diameter along with any sodding weeds and other undesirable materiel shall be removed. D. After shaping and grading, all trucks and other equipment shall be excluded from the topsoiled area to prevent excessive compaction. The Contractor shall perform such work as required to provide a friable surface for seed germination and plant growth prior to seeding. E. It shall be the Contractors responsibility to restore to the line, grade and surface all eroded areas with approved material and to keep topsoiled areas in acceptable condition until the completion of the work. SEEDING PART 1 - GENERAL 1.1 Section Includes: A. Seeding. 1. Furnish all labor, materials and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractor's operations. 1.2 SUBMITTALS A. Product Data: For each type of product indicated 1.3 PROJECT CONDITIONS Planting Restrictions: Seeding and initial fertilizing shall be done between May 1st and September 15th unless otherwise authorized. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. If seeding is done during July or August, additional mulch material may be required. Coordinate planting periods with initial maintenance periods to provide required maintenance from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SEED A. Conservation Seed Mix Minimum Minimum Kind of Seed Creeping Red Fescue Purity 98% Germination 85% Lbs/Acre 22.5 Toll Fescue 95% 95% 22.5 Red Top 95% 90% 3 Birdsfoot Trefoil 98% 85% 9 Annual Ryegrass 95% 85% 3. TOTAL m 60 2.2 INORGANIC SOIL AMENDMENTS A. Lime: ASTM C 602, agricultural limestone containing a minimum of 85 percent calcium carbonate equivalent and as follows: 1. Class: T, with a minimum of 99 percent passing through No. 8 sieve and a minimum of 75 percent passing through No. 60 sieve. 2.3 FERTIUZER A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium. B. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water -insoluble nitrogen, phosphorus, and potassium. 2.4 MULCHES A. Mulch: Provide air-dry, clean, mildew- and seed -free, hay or threshed straw of wheat, rye, oats, or barley. B. Compost Mulch: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch sieve; soluble salt content of 2 to 5 decisiemena/m; not exceeding 0.5 percent Inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 to 60 percent of dry weight. PART 3 - EXECUTION . 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding and hydromulching overeproy. 2. Protect grade stakes set by others until directed to remove them. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soll-bearing water runoff or airborne dust to adjacent properties and walkways. C. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than 2 Inches In any dimension and sticks, roots, rubbish, and other extraneous matter. 1. Apply fertilizer directly to subgrade before loosening. o. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. b. Mix lime with dry sell before mixing fertilizer. D. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. E. Moisten prepared areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F. Before planting, restore areas if eroded or otherwise disturbed after finish grading. 3.2 APPLICATION RATES A. When a soil test is not available, the following minimum amounts should be applied: 1. Agricultural limestone: 2 tons/acre. 2. Nitrogen (N): 50 lbs./ocre. 3. Phosphate: 100 lbs./acre. 4. Potash: 100 lbs./acre. a. This is the equivalent of 500 lbs./acre of 10-20-20 fertilizer or 1,000 lbs./acre of 5-10-10. 5. Hay mulch: 2 tons/acre. 3.3 SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged. 2. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. B. Rake seed lightly into top 1/8 Inch of soil, roll lightly, and water with fine spray. C. Protect seeded areas with slopes exceeding 1:3 with erosion -control blankets installed and stapled according to manufacturer's written instructions. D. Protect seeded areas from hat, dry weather or drying winds by applying mulch within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to a depth of 3/16 inch, and roll surface smooth. 3.4 HYDROSEEDING A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch In water, using equipment specifically designed for hydrossed application. Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with fiber -mulch manufacturers recommended tockifier. 2. Apply slurry uniformly to ail areas to be seeded In a one-step process. Apply slurry at a rate so that mulch component is deposited at not less than 1500-lb/acre dry weight, and seed component is deposited at not less than the specified seed -sowing rate. 3.5 MAINTENANCE A. Maintain and establish seeding by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrods, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. Provide materials and installation the some as those used in the original installation. 1. In areas where mulch has been disturbed by wind or maintenance operations, odd new mulch and anchor as required to prevent displacement. 2. Begin maintenance immediately after each area is planted and continue until acceptable lawn Is established, but for not less than the following periods: a. Seeded Areas: 90 days from date of Substantial Completion. b. When in maintenance period has not elapsed before and of planting season, or if seeding is not fully established, continue maintenance during next planting season. 3.6 SATISFACTORY CONDITIONS A. Installations shall meet the following criteria as determined by Engineer/Owner: 1. Satisfactory Seeded Area: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq, ft. and bare spots not exceeding 5 by 5 inches. B. Use specified materials to reestablish area that do not comply with requirements and continue maintenance until areas are satisfactory. 3.7 CLEANUP AND PROTECTION A. Promptly remove soil and debris, created by work. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after lawn is established. C. Remove nondegradable erosion -control measures after grass establishment period. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. 1OMA'SFIEW 1hEWIANE, SOUTHBURl3NGTON, VT 05403 - I" W248 z2>T web: www.ce .. DaAIIN MAB cascsso CJG Aveeayso SAV OWNER: DAViD M. FARRELL HOLMES ROAD SOUTH BURLINGTON VERMONT PROJECT: PROPOSED SITE IMPROVEMENTS FARRELL DISTRIBUTING CORP. HOLMESROAD SOUTH BURLINGTON VERMONT UATE rxECGED UBM LORAl" 0}/25/15 CJG L.-SITTAL SPECIFICATIONS D/,Te xING NUNHER 02/25/2015 ASSHOWN C4.4 2xw. na. 14186 -- _- - --- _ _ I ILRO-�`-"_r — — �-- —_ _ - --� _ __ _ " , — — — u'I III i u� -'�_ _ ��-�' ----_ __ _ \\- Imo\ \\ ------------- I EXISTING 1 , li BUILDING I ♦a `\J\ \\:�`�c��. 4/! s - EXISTING \ I I -------_. BUILDING \ I ,/ I 111 ✓:' I l \t't'� �\ \\\\\ �.. I _ ,,1..� lr do li / ```� \ - I _ II 1 - I i li i � j�r/%G ' I / a,° _' �'�` ' ` \ 1111 \ V - I �'- - _ _ _ _ _. �// ! 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B&S gl b D Denaa lnkberry 4 HL B8B 5 JV6G JUNIPERU6 h sis Sea Green B ._Crean Juniper 30' all 6 JVGO JUNIPERUS g na Grcy OWI' Gey OWl Juniper 24" B&B 3 SINS SPIRAEAn peon ca'Sn.wmauntl' Snowmoun. SIR— 24 B8B Oty, Corte Scientific Name C non Nanrn Siza Spec Wes 19 NJ ASTER novae-anglee New L yl tl Aster Clump p2 Cont. 30 LP ECHINACFAp pure. Purpl C A c11 , CI mp p2 Co tt 28 HE HELIOPSISh I' Moides Smo u O ye Clump p2 Cant 20 20 HB HIMHEMEROCPLLIS'Stella HEIvEROCPLl15 Pnn Wamer Beje DOro Ruby Retl HeppYR t D Ni ties Dayt I Clump Clump pt Cont pt Cant zo ss SCHIZACHIRIUM acopadum ume Bwestem - clamp uz com 7 U 20 40 80 -r.. _. dOn @QL fi�M(b9P77[ItiRPINS - piL.(zVnT� scALE 1- T. ram.l.ne aa, revlabn. da:a landscape architects .punning consultants ''. JBO 4�JD3 aw�5/2015 Farrell Distributing �� - -- L -1 1 ©4 JBO --- 301 college street • budington • vermont • 05401 802.658.3555 httpa/wWe.gboyl..com rwe q" = 49' Landscape Planting Plan LEGEND 2.00 LIGHT LEVEL ....,.. <-.8:...,..... 1.00 LIGHT LEVEL C 0.20 LIGHT LEVEL «®. PROPOSED PARKING LOT POLE MOUNTED FIXTURE (ARROW INDICATES LUMINAIRE INSTALLATION DIRECTION) ik- PROPOSED WALL MOUNTED OR SOFFIT FIXTURE Ys EXISTING WALL MOUNTED OR SOFFIT FIXTURE ORDERING INFORMATION* SWANEY LIGHTING ATTN: CHAD HURLBUT (802)363-0621 CHURLBUT@COMCAST.NET LABEL QTY SYMBOL MANUFACTURE ORDERING DIFO NOTES VOLTAGE FITIf91I OPTIONS FMW- MOLNTIIIG HT. «�« SPAULDING ID CIMARRON L- DOUBLE LIGHT FIXTURE. SINGE POLE SSA-75�OB-0(-0B 1. 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O \ 1 11 ttt t Ia.l"kx sa rA1\ IIII/ I , _ •.urr a .. EXISTING 1 n I IIII / ___1 `_� - Y..�-"�"•'• '::::: °'•'ra.•-..i• o-./i,rFo-o-dFo-F''L�G`-taG o-G`-. G% BUILDING / t I IIII I � " '"_ tF•GQ+•G 44idP44F4 tt N 44.k\tFo- F , a 4ri © / ,G\\ FG,• '•rt G L I IIIII i t � • t-F G / 15 ..a- «f-e.tt��tc.i% -t taw ►rr rw �4rr ELF a F o-(L `Fi Ft•t t. t.e 1'11 L i Iliili/ o-} --- rt•ri c a..•f r o- • st-e --- �- r T }F k i ��/ F ttGrt rr ee ePF o-tttt ----- C I i 4hr o-co--•`R�o-o•r�G`r`. co-4a o-rFo- c F ct i// /�'� � ��7i - - '� t r r O 1 Ili i rrP rrrs-� ciF ro-o-o-o- cF o-F FrFF o- t PF R 4 1 - 1- / .• 4rF r w F 4 F 4 F r}FF � F / '____- _ "�-_ ____ -.-.- --_ -_ _ __ - �-_ � ���'i '/ 'i' -- h c F t�trt F FfrtFaa o- + - �i ---'-_- _--_ -- ---- ---- ---- ---- _ - - - -_- -_ S1 F9 V6H- _ --- / / - - _ - - -----' - -- - _ i ,, � '( ,T 1 I �I zo as ao i ____________ __�_-- / -- 9- T-Y-��./ .' _ - �_- -/ - ' I - SCALE 1--Q' ' ®9S T. J. Boyle Associates, LLC m landscape architects . planning consultants © JBO a JDS 0W2015 Farrell Distributing T 1 ^/ 301 college street • buTlington • vertnont • 05401 &12.653.3555 hIplYAvww.lp071e.can nF1n d JBO cal. 1' = 40' Lighting Plan +� + O "••• FINAL CUT SECOND CUT FIRST CUT 11 CUT AT ANGLE TO THE BRANCH COLLAR l i BRANCH COLLAR TREE PRUNING NOTES: • REFER TO ANSI A300(P•N 1),2NI PRUNING SPECIFICATIONS FOR ADDITIONAL INFORMATION. • WORK SHOULDBEPREFORMEDBYACERTIFIEDARBORISTOR PROFESSIONAL TREE COMPANY. • AVOIDDAMAGINGM AND OTHER LIVING TISSUE THROUGHOUT THE PRUNING PROCESS. • MAKE SURE PRUNING TOOLS ARE SHARP. • MAKE CLEAN CUT AS CLOSE TO THE BRANCH DOLLAR AS POSSIBLE, DO NOT LEAVE A STUB. • REDUCE THE SIZE OF THE BRANCH FOR A BETTER CUT. • THEFIRSTANDSECOND CUTS SHOULD BISECT THE ANGLE BETWEEN ITS :RANCH BARK RIDGE AND AN IMAGINARY LINE PERPENDICULAR TO THE BRANCH OR STEM. • NOT MORETHAI25%OFGRO`MHSHOULDBEREMOVEDFROMACANOPY DURING A GROWING SEASON. DETAIL B MIN. 11' -* SIGN DETAIL TREE PROTECTION 1. ATTACHMENTS OF SIGNS TO TREES IS PROHIBITED, AREA 2. SIGNS SHOULD BE MADE OF VINYL OR PLASTIC. 3. SIGNS SHOULD BE PROPERLY MAINTAINED, PENALTIES WILL BE ENFORCED FOR REMOVAL OF SIGNS. 2 4. AVOID INJURY TO ROOTS WHEN PLACING POSTS FOR THE SIGNS. DO NOT DISTURB TREE S. SIGNS SHOULD BE POSTED SP O.C. AND WITHIN 2P OF THE BEGINNING N00•T3 AND END OF EACH FENCE TO BE VISIBLE TO ALL CONSTRUCTION PERSONNEL. 8. SIGNS TO BE SECURELY FASTENED TO THE FENCE OR FENCE POSTS. •� 7. SIGNS TO HAVE A WHITE BACKGROUND AND ORANGE OR RED TEXT. 2' STEEL OR WOOD POST DETAIL A HIGHLY VISIBLE FLAGGING aI�- 8' MAXfl, SECURE FENCE TO HORQONTAL TX4' ALONG TOP ORANGE MESH SNOW FENCE S" WIRE'U" TO SECURE BOTTOMOF FENCE ppANCHOR POST MUST BE INSTALLED TO A DEPTH OF NO LESS THAN 1/ 3 1/3 TOTAL HT. ST IDn JCIDlfitt� t�.;OF THE TOTAL HEIGHT OF THE POST. ES: CE SERVES AS A TREE PROTEGTION DEVICE ONLY. MAGE SHALL BE AVOIDED WITHIN FENCED AREAHALL BE MAINTAINED THROUGHOUT CIXN9TRUCTION. SIGN, SEE DETAIL B ABOVE. TREE PROTECTION DETAIL 0 20 4410 BO SCALE V • 30' (at 24 X 36 Only) TREE PROTECTION NOTES: 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, ALL TREE PRESERVATION MEASURES MUST BE IMPLEMENTED. 2. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. 3. TREE PROTECTION FENCING SHALL REMAIN INTACT THROUGHOUT ALL CONSTRUCTION ACTIVITY. 1. PRIOR TO THE SITE VISIT ALL TREE PRESERVATION AREAS SHALL BE STAKED OUT ON SITE BY SURVEY. 5. NO MATERIALS OR EQUIPMENT SHALL BE STORED, STOCKPILED OR OPERATED WITHIN TREE PROTECTION AREAS, 8. TREE PROTECTED AREAS WILL BE LEFT AS NATURAL AS POSSIBLE, 7. THE CONTRACTOR CHOSEN FOR THIS WORK WILL BE AN EXPERIENCED TREE SERVICE FIRM THAT HAS SUCCESSFULLY COMPLETED TREE PROTECTION, ROOT PRUNING, AND TRIMMING WORK, SIMILAR TO THAT REQUIRED FOR THIS PROJECT. 8. IN AREAS OF EXCAVATION NEAR TREE, IDENTIFY AND CUT ROOTS IN CONSULTATION WITH OWNER, 9. REMOVE POORLY ATTACHED AND RUBBING LIMBS. CLEAN THE CROWN OF DEAD, DISEASED AND WEAK LIMBS, THINNING OF HEALTHY LIMBS IS NOT RECOMMENDED AT THIS TIME, MAN NECESSARY TRENCHING SHALL BE IMMEDIATELY BACKFILLED WITH REMOVED SOIL OR OTHER HIGHLY ORGANIC SOIL 11. AN AIR SPADE IS TO BE USED TO EXCAVATE DOWN TO MINIMUM OF T, SEE DETAIL 813I1200. 12. THERE WILL BE NO EXCAVATION FOR PROPOSED SUE WORK WITHIN FENCED AREA GENERAL PLANTING NOTES: 1. THE CONTRACTOR SHALL LOCATE ANDVERIFYTHE EXISTENCEOFALL UTILITIES PRIOR TO STARTING WORN. 2. THE CON TRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLAITING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK (ANSI) PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 5. PLANTS SHALL BE INSTALLED SUCH THAT THE ROOT FLARE IS AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROCT BALL TO LOCATE THE ROOT FLARE. B. ALL PLANTS SHALL BE BALLED AND BURLAPPED OR CONTANER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. 7, WITHCONTAINER GROWNSTOCK,THECONTMNERSHALLSEREMOVEDANDTHE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. B. THE DAY PRIOR TO PLAN LNG. THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. PLANT SPACING CHART 9. LANDSCAPE ARCHRECT MAY REQUIRE ALL PLANTS BE SPRAYED WITH AN ANTIDESSICANT WITHIN N HOURS AFTER PLANTING. IN TEMPERATE ZONES, ALL PLANTS SHALL BE SPRAYED WITH AN ANTIDESSICANT AT THE BEGINNING OF THEIR FIRSTWINTER 10. ALLPLANTBEDS MUST HAVE A MINIMUM PLANT BEDDEPTH OF 1W WITHAMTOPSOIL TO 15 COMPOST MIX. REMOVE SUBGRADE PAID OTHER FILL IN PLANTING AREAS ON SUE. 11. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS. 12. STAKING PLANTS IS AT THE DISCRETION OF THE CONTRACTOR ONLY STAKE PLANTS AS SPECIFIED BY LANDSCAPE ARCHITECT. 13. THE LANDSCAPE CONTRACTOR SHALL PROVIDE AMENDED BACKFILL AS PER THE CONTRACT SPECIFICATIONS. 14, ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, IF NECESSARY, DURING THE FIRST GROWING SEASON. 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT LIST FOR SEASONAL REQUIREMENTS RELATED TO THE TIME OF PIANTING, Spedng'D' R- A Number of PIBMS Area Unit a" 0 C. 81O.C. 5.2• 0.93, 4.61 2.6 1 SQ. Fr. 10 O.C. 8.66' 1.68 12 O.C. 10.4" 1.15 15.:O.C. 181 O.C. 11T 15.6" 7.38 5.12 10 SO. FT. 24" O.C. 20.8" 2.91 3T O.C. 26.0• 1.55 36"O.C. 30.0" 1.25 4' O.C. D.C. 3.46' 4.38' 7.25 4.61 100 SO. FT. 8' O.C. 5.2' 3.2 8'D.C. fi.93, 1.8 10, O.C. 8.6T 1.18 12' O.C. 16O.C. 10.4' 13.0' 8 5 1000 SO. FT, 2V O.C. 17.3' 2.88 2V O.C. 21.69 1.85 30' O.C. 26.0' 1.29 40' O.C. 34.6' 7.22 10,000 SQ. FT. O.C. - ON CENTER FOR USE WHEN PLANTS ARE SHOWN EQUIDISTANT PLANT SPACING CHART FROM EACH OTHER (AS SHOWN) r PLANT SPACING CHART DETAIL TO BE USED L200 NTS RENCH EDGE LAWN PER RAN, 1"REVEAL MAX T MAX TS LAWN 2%3 FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. REFER TO SPECIFICATIONS. �iB' MINIMUM PLANT BED DEPTH CONTAINING 2J3 TOPSOIL AND iM COMPOST MIX. UNDISTURBED OR COMPACTED SOIL. Utr1`-ill. ILL ,. TYPICAL PLANT BED/PLANTING AREA DETAIL Ht L%11Uuk40.V (Hit IlLiAI`ey,` V MINIMUM PLANT BED DEPTH CONTAINING - V3 TOPSOIL AND IM COMPOST MIX �L, UNDISTURBED OR COMPACTED SOIL AREA/TOPSOIL & SEEDING landscape architects • planning consultants 301 college street • budington • vennont • 05401 802.658.3555 Mtp -.IinoyIP, PLANT ° ✓� `` T FINE CHIPPED BARK MULCH. NO MORE. DO NOT COVER FOLIAGE. �. _______II"MINIMUM PLANT BED DEPTH CONTAINING 2/3 TOPSOIL AND M COMPOST MIX. ADD TERRA -:ORS LSIOEL TO HELP RETAIN MOISTURE IN SOIL -------------------- APPLY i LB. PER 100 SF SF OFOF SOIL UNDISTURBED OR COMPACTED SOIL, TYPICAL GROUNDCOVER PLANTING L200 NTS 0 ) PRUNE TO REMOVE DEADWOOD & CROSSING BRANCHES. ° TOP OF ROOTBALL TO BE SAME HEIGHT AS PREVIOUSLY GROWN. T FINE CHIPPED, PINE BANK MULCH, NOT MORE, DO NOT PLACE AGAINST "•� PLAIT STEM. 2"EARTH SAUCER. AMEND BACKFLLL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. REMOVE BURLAP FROM TOP 1I3 OF ROCTRA - NEVER LEAVE SURLAP EXPOSED ABOVE SOIL. IF CONTAINER GROWN. REMOVE POT CCMPLETELY. LOOSEN ROOT MASS TO PREVENT GIRDLING. 3TIMES DIAMETER OF ROOT BALL UNDISTURBED OR COMPACTED SOIL MOUND. �SHRUS PLANTING • PRUNE DAMAGED OR BROKEN BRANCHES. USE WIDE BELT -TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN HOSE A A SLEEVES. I , u REUSABLE PERFORATED PLASTIC TREE WRAP (TO BE REMOVED ONE YEAR AFTER PLANING). USE IF NECESSARY. N 3- T X T HARDWOOD STAKES IM HEIGHT OF TREE OR MIN OFTT, ALLOW H , FOR A DEPTH OF iT BELOW UNDISTURBED GRADE (STAKING TO BE ea A 1� REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRACE (DUE TO EXISTING GRACE NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROCT BALL TO LOCATE THE ROOT FLARE). /- T-3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT RACE MULCH DIRECTLY AGAINST TRUNK. B MIN. T EARTH SAUCER ----- -- --- SCARIFY SUBGRADET04'. AMEND BACKRU. AS SPECIFIED, BREAK UP CLODS AND REMOVE 18"b DEBRISANDSTONE3. 24" • CUT S REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS 3 TIMES_ UNDER THE ROOT BALL, LEAVE NO BURLAP EXPOSED ABOVE THE SOIL DIAMETER OF SURFACE. REMOVE BURLAP FROM THE TOP 1120F ROOT BALL IF BURIAP ROOT BALL IS MADE OF NATURAL FIBER. IF BLIRLAF` IS PLASTIC OR TREATED, CUT MCI REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT SALL. a)TREE PLANTING ON SLOPE DETAIL 20n JINTR PRUNE DAMAGED OR BROKEN BRANCHES. USE WIDE BELT -TYPE TREE TIES: DO NOT USE ROPE OR WIRE IN HOSE SLEEVES REUSABLE PERFORATED PLASTIC TREE WRAP (TO BE REMOVED ONE YEAR AFTER PLANTING). 3 T X T HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 7T. ALLOW FOR A DEPTH OF 17 BELOW UNDISTURBED GRACE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) INSTALL STAKES PLUMB, ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT SAL TO LOCATE THE ROOT FLARE). 2%3' FINE CHIPPED BARK MULCH. NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. T EARTH SAUCER AMEND EACKFILL AS SPECIFIED, BREAKUP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY SUBGRADE TO 4' CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS UNDER THE ROOT SALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP I1 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL REE PLANTING DETAIL NITS RWAIT. £3d1IKIFNU171fs1l d a�i 'tag PS 1 2/25/2015 Farrell Distributing T _ n 00 As Shmn Landscape Details BEE LIGHTING AND POLE SPEC SHEETS ON 25' or 18' MOUNTING HEIGHT L102 FOR ORDERING INFO. 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As shown Lighting Details 1 - 2 0 1 YMQIEE ROOF WHOOW HEAOFA y1RW-B' 4ECQI�IIJ'-Y caHo noaR nr-r ,ar=r `----------------------------- NORTH ELEVATION ROOT tP�—O Wma,rs ro Ryxx i-.�, coax �oY.c .Woe WEST ELEVATION �� 1xWY ��W�m ORmO Wei ei _ YER Feu.Ym vxn ©FARRELLI� MAIN ENTRANCE SOUTH ELEVATION In R_ 0 41 ----------------------------------------------------------- -------------------� v w r C O E m > cmO o rn c C S o� m O in m +� L � L (n Q V U. C a! NOTE: ALL PORTIONS OF :0 ELEVATIONS NOT SHOWN WILL REMAIN AS EXISTING E O �^ KEY PLAN xmmRv¢ co 2 RWw m. Ln ® ARCHITECTURAL A Local Submittal March 3, 2015 n BRACE BETWEEN COLUMN 0.25 k 0.3 Tx X BRACE BETWEEN COLUMN 0.3 @ 0.35 f I ( —I —1 F II T C f I ---- i F I I I I I I I I I I I I I I I I I I I I I I I I I II II I I I I I OUTLINE OF LARCE SIDE LOAD TRUCK I I I I I I I I I I I I I i I TRUCK PARKING AND LOADING f� FlRST FLOOR 100'-0' A 0 ❑ OL CTr. PROTECTOR, % N I T-0 T TB'd T 6'-0DR_A II II IIIIIII 1R_ENCH N TI_P". SEE STRUCTURADWGS I IIII II I F_ DOCK DOCK LEVELER I LEvam II i Yam• Y Y J - /L———L___-�J—J__. II}II �® ® ® ® ® D ® ® a I RETAINING WALL SEE pNL DWS 0 PROJECT NORTH Plan CONCRETE PAD SEE CIWL DWGS RETAINING WALL SEE CA/L DWGS NEW ADDITION EXISTING EDGE OF NEW BUILDING i EDGE OF IXISIIN. BUILDING BEGINS O COLUMN LINE #0. ENDS 0 COLUMN LINE 01 Wall Schedule TYPE DESCRIPTION ® EXISTING CMU WALLS 0 NEW CMU WALLS Y 1 FULL BLOCK TO DOOR L-1 Y T OFF DFFI %35 A a - _ •� ° HATCH;AREA�INDICATE °' • EAVNG U•WALLS TO 'A 46' NIGH CMU WALL T REMAIN -ALL CMiI WALLS i, PROTECT X BRACE TO BE RE -PAINTED° B CMU WAµ y ° WA RFj10USE E104 a n TONED MEA INq(LA17S %IRFA OF--,----* a FLOOR lO BE RNSm ITT MATM EXISTING FIRST FL4 OR UE 4 + •Bd1ARDDSS TV. SEE y;� 1 •. LEM R / 4IN 40SE EXISTING •fin' • OPINING SEE 2 ..� ^ �VV .. •d CONCRETE PAD SEE FIRM WIDTH + I , W SPRINKLER pML DWGS REQUIREMEN — Y-o• EW CMU WALL f b BOTHOSIDESNT KEY PLAN NOT TO SCALE G In y PROJECT NORTH _. Issued For Permit March 3, 2015 H ry Q� 6 6 U O Z Z W 9 W Q W i 0 0 o u a $$ Lf, $ a w z e z a p LU C7 In U° to V z O O E .�J fu ! / 0) O o „ m L � � � C j L O o m 'F� V LJ0fu Q fu 0 �0 C LL Ln V Q) D O CO Ln ARCHITECTURAL A-1.0 SHEET A-1.0 OF * r, Si ff m IJ DECX SEE STRUCNRAL DWCS 0.0 HEu R 114'-0• ,,EFL B 100'-0• B F. CRADE O DOCR u�.ms - se - %1-'� West Elevation �A-J.V SCALE" —1'-0" 2 North Elevation A-LZ SCALE: 18"=V_011------------- -- 3'�East Elevation A-� 2 SCALE: 1 8" = 1'-0" Section A-1 Z SCALE: 1 8 = 1 —0" WALL DWOS OUSTING MHUMURE NEW STWC1UREl E%ISOND S-.-RE E 3 Issued For Permit March 3, 2015 C a o E r� > a) 0 0 C c +� a) n! E -0 o a� m L _n 'c L 0 Lf) CO CO ._ — Z 70 N -o L. V) Q -a LL m o C ry. _E m ° Ln ARCHITECTURAL A-1.2 HEET A-1.2 OF # i I Ali I I I °a SEED CLIMATE WALL SEE A-2.3 , o 2 O W ° F IL a ° a c 2 i O n 3 U R ®II ® D ° ° a u c ° p a ° a ° a° a ° o ® a' A ° OMCE CWNOP— TERT°p TONED AREA A p WAREHOUSE. -° a n �E ®g 707. .P Z p INDICATES AREA TO rn ° ° p a p ° ° MIS° f ° p° 8 u BE RAISED TO a° EXIS p d ° la'_y4 LOUNGE ZMATCa Q W ,x' FIRST FLOOR LEVEL ° a ° MEETING ° p ° 11-4 1. � _ ° y7- ELEC. a ° wJ Y_• °p � =_4p . 10O IN°._D. ° p °o °o OD 7 2 aC I'-4•° ° oa p ° So p° - ° aa ° C HEADER OER78'-M o, L_1 _ p -. _ a ° 1 A �> a ° ° ° BOLLARDS TYP. ° HATCHED AREA INDCATES ^.. ° o SHIPPING h ° ° SEE 4 p LOCKERS ° EXISTING CdU WALLS TC n REMAIN p ° RECEIVING ° p 4 e ° STAIR A a 1ON n STEEL PIPE BARRIER. TYP. 1 FIR RATED p. pNOTE: p a ALL CMU (NEW AND ° Fl°Qy— n vl.ar-U n ____ E)OSn NO) TO RE PAINT®IN° n ° p 7 ROOM #10L Ap a p p LOCI(FRS a p p a UP a ° --a--- --� --°� op °a ° FILL IN W CM O d ° 6PU I ° ip I C, COMPRESSOR Id n n EXSTINGg001� 1 p pp p r I�--I �® DOCK ° DOCK OOCI( DOCK im DOCK ° OOCH OOCI( , DOCK ° H R o IELECIRIC PANEIS LLLL��JJII LEVELER lEK1ER LEVELER lEVeI.ER LEKLER LEVELER LEVELER ° LEVELER pa ° ° — — — P L _ — — FOR DECK SEE SHEET 5-5.0 DN 1 Plan PROJECT NORTH CMU INSVIAnON PANE' CID INSULATION PANEL ON HAT CHANIIEL ON HAT CNMiHEL '$•.W SMPSON EN HD sLREw ANCHOR D 12• D.G DIU WALL 4/U WALL PLAS LAM ONW AMF -......... -. - W/ %,.3w SIB SUPPORT I oo ......... ao a 'r,jrHAEAS,D EDGE . . 1 Q _ WALL SET Xi• FROM COLUMN 10 — — 1.4 HARDWOOD EMSBNG STEEL C N _ WALL %I X' FROM COLUMN 2.4 SUPPORT FRAME EXISTING STEEL COLUMN 2h"&r4 • SEE' ANQE EMSTNG CNU WALL MIID 3(e PLAIN Om LEG INSIDE DE a c 3 Plan Detail A-2.0 SCLE: 3 4 A=1 —0 )f r TEN ID SMPSON� NOTE 1.) EXPOSED HARDWOOD TO BE COATED W/ CLEAR FINISH. 2 Plan Detail 4 Countertop Section A_2,0 SCALE: 3 4 =1 —0 - A_2 0 SCALE: 3 4 = 1P-0" Wall Schedule TYPE DESCRIPTION EXISTING WALLS TO REMAIN NEW METAL STUD WALLS ® EXISTING CMU WALLS NEW CMU WALLS 7 STEEL IEGS 214 SUPPORT FRAME 7..S � �D i --------------- ---------------------------------------------------- DASHED LINE INDICATES EDGE OF COUNIENTOP 5 Countertop Plan Q_2 1 SCALE: 1 2 = 1 —0 --NO LOCATION ANSFOfdA —EXSTING RETAINING WALL REPAIR DAMAGE TO WALL SURFACE FOLLOWING REMOVAL OF STAIRS TAP ROOM 173 m MACHINE $ ROOM SEE SVSD IT EQUIPMENT CONFERENCE ROOM � 177 178 718 1 HR RATED ID'-Y L- 2 y4 F LOBBY Eo 7B GAS METER L F STAIR C CONFIRM UNIT 1 HR RAZED TIDE HERE AND LOCATON MAY NEED TO BE SEE A-T.1 FOR CONTINUATION OF m RELOCATED FIRST FLOOR OFFICE RENOVATION III 1 V C O 0 III C) Q1 2 C p L,LLn n�1 W V) , W L.L. c C O O E 4� ; (M O o p) Q m .L LA C 7 L W � L V Q (C) O ILL 0 E co KEY PLAN NOT TO SCALE _ M LLI .•. ARCHITECTURAL gg , V.., . ti PROJECT NORTH A _ 2 ■ O Issued For Permit March 3, 2015 SHEET A-2.0 OF # &. 01 W 1 Plan A-2.1 SCALE: 1 8 = 7-0- PROJECT PROJECT NORTH DROPPED UOUNG NOTE: (APPLY TO ALL ARCHITECTURAL DRAWINGS) 1. INTERIOR DIMENSIONS ARE TO FACE OF STUD WALL OR CMU WALL 2. UNLESS SHOWN OTHERWISE SWINGING DOORS ARE TO BE LOCATED 3 STUDS OFF OF SIDE WALLS. 4. CABINETRY BY OWNER 5. SEE SHEET A-4.0 FOR RESTROOMS 6. SEE SHEET A-5.0 FOR STAIR TOWER LAYOUT Wall Schedule TYPE DESCRIPTION EXISTING WALLS TO REMAIN - - - EXISTING WALLS TO BE REMOVED IMM NEW METAL STUD WALLS ® EXISTING CMU WALLS I� NEW CMU WALLS STORE FRONT MIT CAULN W BOTH 9P GYP BD k FRAMN W GYP O BOTH SIDES MTL HEADER =OR ART STOPS 0 BOTH BOT UNIT CAULK BOTH SIDES/ TOP a BOTTOM FLOOR METAL CLOSURE FASTENER METAL PANEL 24Closure Metal St N' A-2.1 SCALE: 3 = 1'-0" DOSING CMU EXISTING WINDOW 1 METH. PANEL ADERED W/ CONSTRUCTIONADHESVE )r CEMENT BD CORNER METAL OLD INSULATED AND. ON HAT CHANNEL DISTNG INSULATION PANE. / L \Detail @Window tl- SCALE: 3/4" = 1'-0 4 Detail @ Front Entry A-2.1 SCALE: 3�= 1'-0" PANEL CLOSURE TRIM FASTENER DRIP EDGE y METAL PANE? / 2-B \ Drip Edqe & Panel Detail A-2.1 SCALE: 3" = 1'-0 DOSING INSULATION SEE DETAIL 29 If CEMENT BD METAL PANEL ADHERED W/ CONSTRUCTION ADHESIVE META CLOSURE MNDOW GRADE '/ - DUSTING SAB -- EMSTnc TounonnaN 3 Section @ Window Header & Sill A-21 SCALE: 3 4 = 1'-0" DUSTING INS TON PANEL INSULATED PANEL ON HAT CHANNEL SEE DETAIL 29 $' CEMENT BO META PANEL 81UR ED W/ CONSTRUCTION 2HES1 5 Section @ Main Entry Ceiling A-2.1 SCALE: 374 = 1 -0 F I R S T F L O O R D 0 0 R S C H E D U L E ® O F F I C E R E N D V A T I O N DOOR NO. ROOM NO, DOOR WIDTH SIZE HEIGHT TYPE MAT.I GLASS I FRAME JAMB I HEAD SILL MAT, HOW. FIRE RATE REMARKS 180 119 3'-0' 7'-0' C I WO 1/4• aUAss I I -TNT 181 120 S-0' 7'-0' B WD 14/A-6.0 15/A-6.0 HM 182 129 3'-0' 7'-0' B WD 14/A-6.0 15/A-6.0 HM 183 14C 3'-0' 7'-0' ED WD 1/4' aA39 14/A-6.0 15/A-6.0 HM 184 I 131 3'-0' 7'-D' B WDREPLACEMENT 185 132 S-0' 7'-0. B WD EPLACEMENT 186 133 3'-0' 7'-0' B WD 14/A-6.0 ( 15/A-6.0 HM 187 141 3' -0' 7'-0' D WD 1/a• cL,v� REPLAcn.ENr 188 122 3' 0' 7'-0' D WD 1/4• cLAss RErLAGEMENT 189 136 3'-0' 7'-0' D WD 1/4• a.Ass 14/A-6.0 15/A-6.0 190 123 3'-0' 7'-0' B WD I --ENT 191 124 3'-0' 7'-0' B WD UWFucENENr 192 125 3'-0' 7'-0' B WD 14/A-6.0 15/A-6.0 HM 193 127 3 0 Y-0' D HM 1/4' nLAss 14/A-6O 15/A-6.0 HM 194 139 3 0' 7'-0' B WD 14/A-60 15/A-6.0 HIM 195 138 3 0' 7'-0' D HM 1/4• aAss HM sraRE ERAMe 196 121 3 0' 7'-0' D- HM l 1H' cLess 12/A760 1 13/A-610 HM NO E: 1.) DOORS NOT NUMBERED ARE EXISTING DOORS TO REMAIN UNLESS DAMAGED. VERIFY CONDITION AND REPLACE AS NEEDED. 2.) FIELD VERIFY SIZE OF EXISTING DOORS BEING REPLACED. 3.) FELD VERIFY EXISTING WALL THICKNESS FOR DOOR CASING. DOSING CMU FUSING STEEL COLUMN ING INSULATION PANEL MOD INSULATION CLOSURE TRIM 6 Jamb Detail 7 Header &Sill Detail $ Corner Detail A-2.1 SCALE: 3 4 = 1 -0 A_2 1 SCALE: 3 4 = 1 -0 A_2 1 SCALE: 3 4 ASTING DOOR TRANSOM _ DOOR FRAME INCLUDED IN GLASS WINDOW GLASS UNIT 4' BASE FRAME ® CORNER ASSEMBLY W I N D O W T Y P E S W I N D O W S C H E D U L EI WINDOWI WINDOW SIZE I FRAME IWIDTH HEIGHTI MAT. JAMB HEAD / SILL ® 4-8' 7' 2' AL 6/A-2.1 7/A-2.1 ® 9 -1' ( 7'-2° AL i 6/A-2.1 7/A-2.1 NOTE: CONFIRM DIMENSIONS AFTER WALL IS BUILT KEY PLAN NOT TO -1 I. PROJECT NORTH Issued For Permit March 3, 2015 Lt� Ohm L- C) 0 C _O N LL 4-.% N in .V L 4- 4- LL 0 C 0 O E > m C) o z 5 Q) OT C c -0 o C6 m -J pT a 7 G C: 41 0 L O 0 V D 0 Q L Ln at o ILL �1C 0� V Qc) C W = Ln ARCITECTURAL A-2.1 SHEET A-2.1 OF # r (D— DECK SEE SHEET S-5.0 FOR DECK I I I I I I - - ---3--- - - - - - - - - - - - - - - - - IMNOOW 4 STUDS STO. OF OFF WALL WINDOW 4 STJDS OF OFF WALL W-rA U7 Lj Z ® MEETING \ / V U 220 111 tt1 I I I I SrALR B � BELOW CONFERENCE SITTING ROOM AREA 2 \ i• OF WINDONOT:: GLAZING ON WINDOWS ® 219 W FACING THE WAREHOUSE ARE NOTE : SEE A-5A FOR ROOMTO BE INSULATED u'-ayz' HEADER SHIP STYLE LADDER OF BOTH WINDOWS DETAILS OF STAIRS A-E - 8' WALL HEADER {•�. -- BN O 8'-0' TO EXISTING HOOF -+I- 2r, ._ _� 'p-{• v I. Ir p_ b b - tY-4• M - IS ACCESS HATCH. REROUTE u u _ H W-1' F- -.'- _ - ®+ - ..... HALLWAY TIRE EXTNOUISHER, TYP. i ? 72] PO] 5 -'--. RAMP... N S AUCN-I a RECEPTION - R 217 A u a 222 iC { STALR A STALfl D OFFICE I �- E° 9 (p _ i� MEETING _.. 27{ i N ® IHASE BUILT 2' CUR AROUND ^ PANE TASTING POOH x L OFFICE OFFICE OFFICE OFFCE OFFICE � OFFICE OFFICE MEETING 2 Y 224 225 2 227 EXISTING DUCTS MF LL O C: O 205 208 207 20B 210 -1 212 273 OFFICE 275 22B 215 IER 1tl-0' 1p-p Itl-p ttld tp-p II'-1V 10--0' ttl- Y-I REROUTE PIPES IN BUILT Z u a — -- - YEp WOAI T- U 0. I EIEK O E••TY , v OUT AREA iY2 p1 d WAILS TONED CAN BE BUILT TO v' ABOVE ABOVE ABOVE ABODE ® 5T0 k ITT EQUPMENT ] UNDERSIDE Qi ROOF JOSTS, IYP. _ 0 EXISTING RISER LOCATIONS @ L' '-' NOTE ODORS k WINDOWS ALL OTHER WALLS ARE TO EXTEND BELOW STD• NOTE INSTALL INAILATON TO UNDERSIDE OF ROOF DECK S 4-J OflECTON BELOW HOOF DECK MEETING NOT LIBELED ARE PART OF IN ALL SECOND BOOR WALLS 4.0 230 ELECTRICAL h N jEAST. INDICATED KI� 20H '' INTERIOR DESIGN PACKAGE COMMUNICATIONS ' L-2 r Il RETURN a BOTH SIDES OF ,y pz OFFCE POOL AREA AREA STALR E ELEV. WINDOW TO BE EQUAL •x LOBBY O 1 ® u HALLWA pa. a 7 L11 v — e a W — —-- — — — — — — — REROUTE EXISTING SPRINKLER - RISERS WITHIN BUILT OUT AREA a EITHER SIDE DIRECTION OF DECKING _. .__.ATON PANEL CHANNEL IATT INSULATION � nI `DASHED UNE IN.— .. OF CMU BELOW V GYP BO ON B' MTL STUDS - EXISTING COLUMN C® V GYP tm ON ]'E' MTL STUDS MAINTAIN $' CLEARANCE FROM COLUMN O ALL SOES %2"� Column Plan Detail t- 2 SCALE: 3/4" = V-0 ®M Plan A-ZZ SCALE: 1 8 = t -0 PROTECT NORTH %* GIP ® ON ,%• NTL "Us SET )r FROM CMU EXISTING CMU .LOCI( '—EAmNG INSAATON PANEL E �R' NETN. SMIDMOI PANEL IXN TE' HAT CHANNEL NETN. CL09JRE wmNc �T a /3� Plan Detail A-Z.)SCALE: 3/4" = V-0 %, GYP BB ON 3w MT. STUDS SET )f FROM GNU EXISTING CMU BLOCK L__�IEISTING.--I N I— 0� Y WTAL SANOW(N PANEL OH HAT CHAIINEL EXISTING SET OF STEEL C CHANNELS �4� Plan Detail A-Z Z SCALE: 3/4" = V-0" FLOOR 113'-2' SOUND BA17 INMLAMON %'Gm BOO Sw MTL STUD FT_ C. 9f' Gl RO ON MT. HAT CHANNEL EXISTING MU WALL EXISTING WALL TO REMAIN FILL IN GAP NOT FRAMED LINE OF CMU WALL BELOW Wall Schedule TYPE DESCRIPTION NEW METAL STUD WALLS ® EXISTING CMU WALLS F__7 NEW CMU WALLS Q GYPSUM BOARD CONTROL JOINT SEALANT T SM MGIPBD 'CAR J VINYL CONTROL JOINT - 2 KEY PLAN NOT TO SCALE 5 Section Detail L—L 6 G sum Board Control Joint A-2 2 SCALE: 3/4" = 1 -0-0 A-2 2 SCALE: 3/4" = 1 -0 PROJECT NORTH C C O 0 vvE V• 0 O C N o, a-�A C L C O O Cj6 Dp .� 0) O 0 cn 120 1� v 0 Q L O (n (0 LL 0 O Ln V a) W Ln ARCHITECTURAL A-2.2 HEET A-2.2 OF # r, BE CONFIRMED SECURITY CAMERA IN SANE DETAILS SEE SHEET S_AR4.00 ECNRE 3 South Elevation @ Column Line 14 A-3.0 SCALE: 3 32 = 11-0' g I 611 2 Partial West Elevation Column Line J A-3.0 SCALE: 3 32 C4-) West Elevation @ Column Line D A-3.0 SCALE: 3 32" = 1F-0° �n T� I -- N I I WAR6IWSE - - - - - - -------- Jf f PANEL ---I I I s-_ ..r ��/ ❑❑ III III OFFICE POOL A WTNDOW HEADER ,v—'-B 1 Flaoa IKIIMP--- I I uepOpH HEADER DOIX.UWNO NEOTI FIj FLOOR WA / y g20PPED CEILING WALL BEYOND i ` OAEH e¢raND / \ / I� / - - - - - - rr�-f I B I � ACOUSTIC PANELS I I � I fJ HEIpiT OF E7DS71NG CMU WALL I L Trz I `. `\ SHIPPING _ _ _- .,:, ... COUNTERTOP SEE A-2.0 DASHED L1NE INDICATES STARS BEYOND I I "- TONED PliEA INDICATES NEW SLAB. I DOCK LEVELER AND FOU DATON I DOCK R IRRST I 100-0 NOTE SEE STRUC DWGS FOR DOCK L SECTION AND DETI GRADE LEVEL I I I I Building Section ccnl�a = ,'_n SEE S-4.0 PANEL ENTRY P. a OFFICE POOL 6' META STUD WALL W/ W GYP ED 0 BOTH SDES KRAFT FACED R-IB INSULATION CONCRETE ON STEEL POUR STOP DECKING SEE STRUCTURAL I I Dwcs SECOMD FLOOR IVY-2' IE-- GAINED LINE RDCATES ' INSULATED PANEL EXISTING COLUMN N HAT CHANNEL BEAM SEE STRUCTURAL WAREHWSE DRAWNIGS SH�PWC I I I GMU WALL Tl� 0070M aF BEAM y PEAPENRCMAR TO BEAM Y SHOO U: b VI C O-1e U r� V 0 O o6 (0 C C 4-J O I9 (0 W W ' w C C o 6 Section Detail O+� > A-3.0 SCALE: 3 4 = 1 -0 D n 0) O o amcc L C, ,W METAL STUD WALL L W/W GYPED PAIR STOP STING CMU WALL O _'f� [Q L S ON STEEL DECKING SEE STRUCTURALNG DWGS Ixs�LAn�I PANEL V , _ L O o SECOND FLDOR..IIX-2' iyOf METAL PANEL T.O. STEED. 112'-100'' NHAT CHANNEL M W 17ES B S -E�� V I W n-n11 BEAN SEE STRUCTURAL DRAWWGS L 0 ET(IE 7- /R v' $HIPPING I L Lim Q IRAL _._.........- BLOCK Tn YETI S ETCSTING C10rtfSa FORA INSUUTION a) TRW _� CNEW C NEADBT 0 CCOLUMN SEESTRUCTURALNG ORAWINGS SEE a CIO y 6'!2y w+ I, LWE INDICATES Lr1 �\ I\ ",MC CO WUN M 2 R II MUMS ARCHITECTURAL 7Section Detail $ Header Flashing A-3.0 SCALE: 3 4 - 1'=0R — A_3.0 SCALE: 1 1 2= 1-0 A— 3. 0 Issued For Permit March 3, 2015 SHEET A-3.0 OF 4 south _ r_ 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 fax #): D.M. Farrell & S. McConauahv 5 Holmes Road South Burlington, Vermont 05403 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): ,Vol. 332, Pg. 320 3. APPLICANT (Name, mailing address, phone and fax #): Farrell Distributin_q Corporation 5 Holmes Road South Burlington, Vermont 05403 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Civil Engineering Associates, Inc. Attn: Chris Galipeau 10 Mansfield View Lane, South Burlington, VT 05403 4a. CONTACT EMAIL ADDRESS:: cgalipeau@cea-vt.com 5. PROJECT STREET ADDRESS: 5 Homes Road South Burlington VT 05403 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0870-00005 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): This application is seeking approval for the replacement of 2 Persian Perrotia trees (value $1,275) that were part of the oriqinal landscape plans which died and were replaced w/ 4 Spring Snow Crabapples (value $1,360) - Value after installation See attached revised landscape plan and memo from the Landscape Architect. b. Existing Uses on Property (including description and size of each separate use): The existina uses on this DroDerty are Wholesale Establishment which incorporates office space and warehouse storaqe for wholesale distribution. c Pro- ed Uses Q property /i hUd-C description d f ..ac a ti ,� YQS n p Y ,. l�nel NtlV u�.o�.��puwi aiiu maize Qi l.al.11 11�.�N� l'iJe a11U I:xlJllll� uses to remain): There are no proposed chances to the existina use on the property. Scope of change is the replacement of two dead Persian Perrotia trees with four Sprinq Snow Crabapples. d. Total building square footage on property (proposed buildings and existing buildings to remain): No change proposed from previous permitted plan e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change proposed from previous permitted plan. f. Number of residential units (if applicable, new units and existing units to remain): There will be zero Residential units proposed as part of this Droiect. g. Number of employees (existing and proposed, note office versus non -office employees): There will be no changes to the # of existing employees as part of this permit li Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This Droiect is not in an Overlav District. Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE a. Building: Total Parcel Size: 584,148 Sq. Ft. Existing 25.9 _ % / 151,470.5 sq. ft. Proposed 29.9 % / 175,000.0 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 55.9 % / 326,538.7 Proposed 61.9 % / 361,587.6 sq. ft. sq. ft. c. Front yard (along each street) Existing 12.7 % / 1,050.3 sq. ft. Proposed 24.6 % / 2,033.6 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 210,000 * 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: $1,360.00 c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 4:00 - 5:00 (existing=74, proposed=96) 11. PEAK HOURS OF OPERATION: 6:00 a.m. - 5:00 p.m. 12. PEAK DAYS OF OPERATION: Mondav - Fridav 13. ESTIMATED PROJECT COMPLETION DATE: Completed after fact permit requE 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 I" 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 o submitting the site plan application in accordant with the ciity'ss fee schedule 4v\ [ ,�00�'V� 47 /�/%7 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. .J1 �- S GNA RE OF APPLICANT n SIGNATURE OF PROPERTY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: W/l6 REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer 1 have reviewe this site plan application and find it to be: Complete FlIncornple ministrative 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. Site Plan Application Form. Rev. 12-2011 ray From: Craig Lambert Sent: Thursday, November 17, 2016 1:23 PM To: ray Subject: RE: Farrell Distributing Site Plan Application Ray, That's OK. I talked with Dave Wright(Anything Grows Landscaping) about this a while ago. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(aD_sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: ray Sent: Thursday, November 17, 2016 1:01 PM To: Craig Lambert <clambert@sburl.com> Subject: FW: Farrell Distributing Site Plan Application Craig, They are seeking approval to replace 2 dead Persian Perrotia trees with 4 Spring Snow Crabapples. Any issues? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to he regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Mary Ann Burke [mailto:mburke@cea-vt.com] Sent: Thursday, November 17, 2016 11:26 AM To: ray <ray@sburl.com> Subject: Farrell Distributing Site Plan Application 1 Ray, Please find attached the digital submittal for the site plan application submitted for the tree replacement. 3 full size copies and 1 11x17 will be dropped off today. Mary Ann Burke Civil Engineering Associates, Inc. 802-864-2323 004 /s ow 1/STORAGE o � 1 EU 1 1- j�-- / SNOW STORAGE _ _ /� _ -------_— O , / // / I2 Persian northernmost Perrotia that died (orange circles) were D recommended not to be replaced with like species by people in ' nursery trade, replaced with FOUR 1 I large crabapples further north, as shown with the red circles above Boyle Associates, landscape architects • planning consultants 301 college street • burlington • vermont • 05401 MEMORANDUM To: Chris Galipeau From: Jeremy Owens Date: November 1, 2016 Re: Farrell Distributing - Plant Replacements Attached is a PDF that identifies the locations of four Spring Snow crabapples that were installed on the hillside at the Farrell Distributing property for the purpose of replacing two Persian Perrotia that died. The Persian Perrotia were originally recommended by Craig Lambert, and recent recommendations in the nursery trade are that Persian Perrotia may be susceptible to mortality issues in cold climates. It is our understanding that Craig Lambert has been made aware of this issue and understands the replacements are not the same species. The four crabapples have been installed as shown in the photograph below (photo taken 10/31/2016). The permitted value (after installation) of the two dead Persian Perrotias was $1,275. The value of the four replacement Spring Snow crabapples is $1,360. phone (802) 658-3555 T. J. Boyle Associates www.tiboyle.com phone (802) 658-3555 0 T. J. Boyle Associates 0 www.tiboyle.com i Civil Engineering ASSociates, Inc. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 LETTER OF TRANSMITTAL Date: To: , From: Project(s):'ba (- (C-11 & 3, fC (�' I h� Description I j �Q(m �}( ��-� �AI Q,n C" X Of ZZ5 Message: Pal )vay Copies To: 'qi D o w*(� UPS uJ-A Prepared by T.J. Boyle Associates, LLC November 17, 2016 FARRELL DISTRIRUTION PLANTING SCHEDULE Trees Code Scientific Name Common Name Size Spec Notes Unit Price Installed 6 AC ACER campestre Hedge Maple 2.5" cal. B&B Typo, 6 on Planting Plan $ 208.00 $ 3,120.00 4 AFAB ACER x freemani'Autumn Blaze' Autumn Blaze Maple 2.5" cal. B&B $ 282.00 $ 2,820.00 rQty. 3 BNH BETULA nigra'Dura Heat' Dura Heat River Birch 10' Ht. B&B $ 146.00 $ 1,095.00 8 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 3,120.00 2 GTH GLEDITSIAt.i.'Halka' HalkaHoneylocust 2.5" cal. B&B $ 178.00 $ 890.00 1 MLR MAGNOLIA Iiliflora'Ricki' Magnolia Ricki 6' Ht. B&B $ 160.00 $ 400.00 2 PG1 PICEA glauca White Spruce 8' Ht. B&B $ 145.00 $ 725.00 2 PG2 PICEA glauca White Spruce 10' Ht. B&B $ 269.00 $ 1,345.00 1 PP PICEA pungens'Baby Blue Eyes' Baby Blue Eyes Blue Spruce 5' Ht. B&B $ 137.00 $ 342.50 9 TOT THUJA occidentalis'Techny' Mission Arborvitae 5' Ht. B&B $ 43.00 $ 967.50 2 TCG TILIA cordata'Greenspire' Greenspire Linden 2.5" cal. B&B $ 178.00 $ 890.00 1 QP IQUERCUS palustris 1Pin Oak 2.5" cal. B&B I $ 250.00 1 $ 625.00 6 ZS JZELKOVA serrata 'Green Vase lGreen Vase Zelkova 2" cal. I B&B I I $ 181.001 $ 2,715.00 zwD-iotai z, ly,ubb.uu Ckr k� Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 31 IGD ILEX labra'Densa' Densa Inkberry 4' Ht. B&B $ 115.00 $ 8,912.50 5 JVSG JUNIPERUS chinensis'Sea Green' Sea Green Juniper 30" B&B $ 34.50 $ 431.25 6 JVGO JUNIPERUS virginiana'Grey Owl' Grey Owl Juniper 24" B&B $ 26.75 $ 401.25 3 SNS SPIRAEA nipponica'Snowmound' Snowmound Spirea 24" B&B $ 20.00 $ 150.00 Sub -Total $ 9,895.00 Rin Swale leland Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 19 AN ASTER novae -an liae New England Aster Clump #2 Cont. $ 6.50 $ 259.35 30 EP ECHINACEA purpurea Purple Coneflower Clump #2 Cont. $ 6.50 $ 409.50 28 HE HELIOPSIS helianthoides Smooth Oxeye Clump #2 Cont. $ 7.00 $ 411.60 20 HB HEMEROCALLIS'Ann Warner. Baja' Happy Returns Daylilies Clump #1 Cont. $ 4.60 $ 193.20 20 HM HEMEROCALLIS'Stella D' Oro, Ruby Red' Da lilies Clump #1 Cont. I $ 4.60 1 $ 193.20 20 1 SS ISCHIZACHYRIUM scoparium Little Bluestem Clump 1 #2 Cont. I $ 8.10 1 $ 340.20 Sub -Total $ 1,807.05 Replacement Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 1 AC ACER campestre Hedge Maple 2.5" cal. B&B $ 208.00 $ 520.00 8 AxFC ACER x freemani'Celebration' Celebration Maple 2.5" cal. B&B 25' Spacing $ 198.00 $ 3,960.00 1 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 390.00 2 PP PARROTIA persica Persian Parrotia 2.5" cal. B&B 2 Died After Install $ 255.00 $ 1,275.00 4 MSS MALLS sp.'Spring Snow' Spring Snow Crabpples 2.5" cal. B&B 4 Planted After Permitting $ 136.00 $ 1,360.00 9 1 QB IQUERCUS bicolor I Swamp White Oak 2.5" cal. B&B I 30' Spacing $ 220.00 $ 4,950.00 2 1 QP IQUERCUS palustris jPin Oak 1 2.5" cal. I B&B I $ 210.00 $ 1,050.00 3 1 SA I SORBUS alnifolia lKorean Mountainash 1 2.5" cal. I B&B $ 200.00 $ 1,500.00 JUD - IOIai s 1b.uub.uu Total Planting Cost: $ 45,762.05 Trees and Shrubs Only (11-17-2016 As-Built):j $ 43,955.00 Prepared by T.J. Boyle Associates, LLC November 17, 2016 FARRELL DISTRIBUTION PLANTING SCHEDULE Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 6 AC ACER campestre Hedge Maple 2.5" cal. B&B Typo, 6 on Planting Plan $ 208.00 $ 3,120.00 4 AFAB ACER x freemani 'Autumn Blaze' Autumn Blaze Maple 2.5" cal. B&B $ 282.00 $ 2,820.00 3 BNH BETULA nigra'Dura Heat' Dura Heat River Birch 10' Ht. B&B $ 146.00 $ 1,095.00 8 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 3,120.00 2 GTH GLEDITSIAt.i.'Halka' HalkaHoneylocust 2.5" cal. B&B $ 178.00 $ 890.00 1 MLR MAGNOLIA liliflora 'Ricki' Magnolia Ricki 6' Ht. B&B $ 160.00 $ 400.00 2 PG1 PICEA glauca White Spruce 8' Ht. B&B $ 145.00 $ 725.00 2 PG2 PICEA glauca White Spruce 10' Ht. B&B $ 269.00 $ 1,345.00 1 PP PICEA pungens'Baby Blue Eyes' Baby Blue Eyes Blue Spruce 5' Ht. B&B $ 137.00 $ 342.50 9 TOT THUJA occidentalis'Techny' Mission Arborvitae 5' Ht. B&B $ 43.00 $ 967.50 2 TCG TILIA cordata 'Greenspire' Greenspire Linden 2.5" cal. B&B $ 178.00 $ 890.00 1 QP IQUERCUS palustris I Pin Oak 2.5" cal. I B&B $ 250.00 1 $ 625.00 6 ZS JZELKOVA serrata'Green Vase I Green Vase Zelkova 2" cal. I B&B $ 181.00 1 $ 2,715.00 SuD-total $ 19,055.00 Shn.IN. Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 31 IGD ILEX glabra'Densa' Densa Inkber 4' Ht. B&B $ 115.00 $ 8,912.50 5 JVSG JUNIPERUS chinensis'Sea Green' Sea Green Juniper 30" B&B $ 34.50 $ 431.25 6 JVGO JUNIPERUS virginiana'Grey Owl' Grey Owl Juniper 24" B&B $ 26.75 $ 401.25 3 SNS SPIRAEA nip onica'Snowmound' Snowmound Spirea 24" B&B $ 20.00 $ 150.00 Sub -Total $ 9,895.00 Rio -Swale Island Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 19 AN ASTER novae-angliae New England Aster Clump #2 Cont. $ 6.50 $ 259.35 30 EP ECHINACEA purpurea Purple Coneflower Clump #2 Cont. $ 6.50 $ 409.50 28 HE HELIOPSIS helianthoides Smooth Oxeye Clump #2 Cont. $ 7.00 $ 411.60 20 HB HEMEROCALLIS'Ann Warner, Baja' Happy Returns Daylilies Clump #1 Cont. $ 4.60 $ 193.20 20 HM H EMEROCALLIS 'Stella D' Oro. Ruby Red' Da lilies Clump #1 Cont. $ 4.60 $ 193.20 20 1 SS ISCHIZACHYRIUM scoparium Little Bluestem Clump 1 #2 Cont. $ 8.10 $ 340.20 Sub -Total $ 1,807.05 Replacement Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 1 AC ACER campestre Hedge Maple 2.5" cal. B&B $ 208.00 $ 520.00 8 AxFC ACER x freemani'Celebration' Celebration Maple 2.5" cal. B&B 25' Spacing $ 198.00 $ 3,960.00 1 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 390.00 2 PP PARROTIA persica Persian Parrotia 2.5" cal. B&B 2 Died After Install $ 255.00 $ 1,275.00 4 MSS MALLS sp. 'Spring Snow' I Spring Snow Crabpples 2.5" cal. I B&B 4 Planted After Permitting $ 136.00 1 $ 1,360.00 9 1 QB QUERCUS bicolor I Swamp White Oak 2.5" cal. B&B I 30' Spacing $ 220.00 $ 4,950.00 2 1 QP QUERCUS palustris lPin Oak 2.5" cal. B&B $ 210.00 $ 1,050.00 3 1 SA ISORBUS alnifolia lKorean Mountainash 2.5" cal. B&B $ 200.00 $ 1,500.00 Sub -Total $ 15,005.00 Total Planting Cost: $ 45,762.05 Trees and Shrubs Only (11-17-2016 As-Built):j $ 43,955.00 Prepared by T.J. Boyle Associates, LLC November 17, 2016 FARRFI 1 nISTRIRLITION PLANTING SC1IFn111 F Trees Qty Code Scientific Name Common Name Size Spec Notes Unit Price Installed 6 AC ACER campestre Hedge Maple 2.5" cal. B&B Typo, 6 on Planting Plan $ 208.00 $ 3,120.00 4 AFAB ACER x freemani'Autumn Blaze' Autumn Blaze Maple 2.5" cal. B&B $ 282.00 $ 2,820.00 3 BNH BETULA nigra'Dura Heat' Dura Heal River Birch 10' Ht. B&B $ 146.00 $ 1,095.00 8 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 3,120.00 2 GTH GLEDITSIA t.i. 'Halka' Halka Honeylocust 2.5" cal. B&B $ 178.00 $ 890.00 1 1 MLR IMAGNOLIA liliflora 'Ricki' Magnolia Ricki 6' Ht. B&B $ 160.00 $ 400.00 2 PG1 PICEA glauca White Spruce 8' Ht. B&B $ 145.00 $ 725.00 2 PG2 PICEA glauca White Spruce 10' Ht. B&B $ 269.00 $ 1,345.00 1 PP PICEA pungens'Baby Blue Eyes' Baby Blue Eyes Blue Spruce 5' Ht. B&B $ 137.00 $ 342.50 9 TOT THUJA occidentalis'Techny' Mission Arborvitae 5' Ht. B&B $ 43.00 $ 967.50 2 TCG TILIA cordata'Greenspire' Greenspire Linden 2.5" cal. B&B $ 178.00 $ 890.00 1 QP QUERCUS palustris Pin Oak 2.5" cal. B&B $ 250.00 1 $ 625.00 6 1 ZS lZELKOVA serrata 'Green Vase lGreen Vase Zelkova 1 2" cal. B&B $ 181.00 1 $ 2,715.00 JUD- I otai s 'IV,USb.UU Shnihs Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 31 IGD ILEX labra'Densa' Densa Inkberry 4' Ht. B&B $ 115.00 $ 8,912.50 5 JVSG JUNIPERUS chinensis'Sea Green' Sea Green Juniper 30" B&B $ 34.50 $ 431.25 6 JVGO JUNIPERUS virginiana'Grey Owl' Grey Owl Juniper 24" B&B $ 26.75 $ 401.25 3 SNS SPIRAEA nipponica'Snowmound' Snowmound Spirea 24" B&B $ 20.00 $ 150.00 Sub -Total $ 9,895.00 Rin Cwala Island Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 19 AN ASTER novae-angliae New England Aster Clump #2 Cont. $ 6.50 $ 259.35 30 EP ECHINACEA purpurea Purple Coneflower Clump #2 Cont. $ 6.50 $ 409.50 28 HE HELIOPSIS helianthoides Smooth Oxeye Clump #2 Cont. $ 7.00 $ 411.60 20 HB HEMEROCALLIS'Ann Warner, Baja' Happy Returns Da lilies Clump #1 Cont. $ 4.60 $ 193.20 20 HM HEMEROCALLIS'Stella D' Oro. Ruby Red' Da lilies Clump #1 Cont. $ 4.60 $ 193.20 20 1 SS ISCHIZACHYRIUM scoparium I Little Bluestem Clump 1 #2 Cont. I $ 8.10 $ 340.20 Sub -Total $ 1,807.05 Replacement Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 1 AC ACER campestre Hedge Maple 2.5" cal. B&B $ 208,00 $ 520.00 8 AxFC ACER x freemani'Celebration' Celebration Maple 2.5" cal. B&B 25' Spacing $ 198.00 $ 3,960.00 1 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 390.00 2 PP PARROTIA persica Persian Parrotia 2.5" cal. B&B 2 Died After Install $ 255.00 $ 1,275.00 4 MSS MALUS sp. 'Spring Snow' ISpring Snow Crabpples 2.5" cal. B&B 4 Planted After Permitting $ 136.00 1 $ 1,360.00 9 1 QB 1QUERCUS bicolor lSwamp White Oak 2.5" cal. B&B 30' Spacing $ 220.00 $ 4,950.00 2 OP QUERCUS palustris Pin Oak 2.5" cal. 1 B&B 1 $ 210.00 $ 1,050.00 3 SA ISORBUS alnifolia jKorean Mountainash 2.5" cal. I B&B 1 $ 200.00 1 $ 1,500.00 Sub -Total $ 15,005.00 Total Planting Cost: $ 45,762.05 Trees and Shrubs Only (11-17-2016 As -Built): $ 43,955.00 4 / _ — _�,taE y a s •S : y r , \ �I -c — - _- - _—' �_—� !/- �����_— — — — _Tail• _ - — / . 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BBB 1 MR VIA0NOLMI,hft,s RIcW' IAlgnolm RK*i BHI BBB 2 PGI PICEAgl— Y*ft SIR— CHL BBB 2 PG2 PICEAgl— V11111.9prud. 1(i BBB 1 PP PICEA pungent T1a.y B u• Eyvs Baby Blue Ere Blue Spruce T HL BBB 9 TOT THUJAomdenlem*TKAny Mttion ArE tM 1 BHL I BBB 2 1 MG C" TLIAcordeW'Cf.—n OUERCUS peWehie _- Geerep Linden P n Oek 2$lal. - 2,11 BBB B 1 25 2ELKOVA.artau Green V— Geen vale ZNkoa 2-al. BBB L.Ofy- I Cdra Scimbfic AWM Cwnmm Nerve Sira Spec Nixes 31 IGD LEX bra Deena' Denaa.1., 4'HI BBB S JMSG AINPERU3 WnMsit Sea Green' JUNPERUS Mgm ene GeYPfr SPWEArvppanlce'S —nd' Sea Green J per G•Y Pf J per Snof.mou`M sp—a 30' BBB B 3 JWO SNS 24' 1 BBB 24' 1 BBB 1 i r _ V nIdeind r T71 Gfy. Cods S f f Abnre I C Nmna Sir. Spec Nola 19 AN IIIASTER noyaa-a Na En I dA CWmp 02 Cont >D EP ECHNACEAp rpu P pMC M CWmP a2 Cent, 2B 211 I Ib NF1X)PSIS KeI mRdd HEMEROCALLIS Mn Wrnw. Bat.' SmotKk OrM __ Hopp RaWma O.P�Let DWTD RCdnt CWmp H Cont. 20 HB HEWRCCALLIS SbIIa D' Go. R Ra.' IIN. CWmp I .1 CIXK 20 SS SCMII/CHYRB1M.copanum LIM BIyaaNm CWmp IR CaK r R• IaamanlTnaa II N l DO - I / I I Cy Cara I ScisnRHc AJezrre Common Afame Size Spec NO. 1 AC ACER cempeetre Hedge Maple L 5'.1 BBB B AEC ACER.heeman CeklLraaon' C.l.N.Ii-kbple 25'.1 BBB 25 Spadnq 1 CtIWK CRATAEGUS Mnd. Wner King' Winter King H.— 2'cel. BBB 27 Spew 2 PP PARROT91Penin Pemim Panoea 2.5'ce1. BBB 2Died AM, Install 4 kiss MALUSfp.'Spmlg Snow Spnng Snot Cmbppkfa 23'ta1. BBB I Plants Mar Perm Yng 9 OB OUERCUS bcoiw SwampWRe O.a 2X.M. BBB 30'Spaong 2 OP OUERCUS pel— Pin Oak 23'oI BBB 3 SA SORSUS.Inifwu K—W—i—h 23'cei. BBB LEGEND PROPOSED DECIDUOUS TREES QPROPOSED MULTI -STEM TREES 1 PROPOSED CONIFER TREES " EXISTING DECIDUOUS TREES EXISTING CONIFER TREES PROPOSE. TREELINE T e LIGHTS ( SNOW SNOW STORAGE I 1 I SCALE I': W PI 1 gR p ,e Rod b _�j/../Ip15 _ AFBuIe for Perm" 11I17w6 uedb BB- _ M21 5 Iftued for Review landscape architects • planning consultants © I�JBO I b—JDS f4/08/2015 Farrell Distributing - -- 301 college street • budington • vermont • 05401 802.65E • 3555 htp:r7www.ttboyle.mm HBO L-101 1' = 40' Landscape Planting Plan Inspection I � Civil Engineering Associates, Inc. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 LETTER OF TRANSMITTAL Date: To: From: ^ Gal, (Y(10 Project(s): � �'�� � I �.,./I�► �1/l,1 I Description: �5 �:a ( t Si �, - i 11 )((4 Message: pta-(As ver q))( - PUZe -�7k-76L atl�cc�tecQ c� ��. �e ncec� P inns . bj-e�' pLe,,W cu�C�- L)S W-1-th ang tK Y-If q�u) Copies To: Civil Engineering Associates, Inc. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 LETTER OF TRANSMITTAL RECEIVED l Date: 3 ' NOV 0 7 2016 I { I`� City of So. Burlington To:Pal I ti 6a I r From: kviS 64raw Project(s): Faca ti( -} , hArq p Description: (ne t -t / Ic -Pla� �(0M4YJC(6U b& /&mtq4 61 Message: �(Yi a44a-C.F i rtel( D6+rtb o Copies To: landscape architects • planning consultants 301 college street • burlington • vermont • 05401 MEMORANDUM To: Chris Galipeau From: Jeremy Owens Date: November 1, 2016 Re: Farrell Distributing - Plant Replacements Attached is a PDF that identifies the locations of four Spring Snow crabapples that were installed on the hillside at the Farrell Distributing property for the purpose of replacing two Persian Perrotia that died. The Persian Perrotia were originally recommended by Craig Lambert, and recent recommendations in the nursery trade are that Persian Perrotia may be susceptible to mortality issues in cold climates. It is our understanding that Craig Lambert has been made aware of this issue and understands the replacements are not the same species. The four crabapples have been installed as shown in the photograph below (photo taken 10/31/2016). The permitted value (after installation) of the two dead Persian Perrotias was $1,275. The value of the four replacement Spring Snow crabapples is $1,360. RECEIVED 01 3 '016 CEA. Ines phone (802) 658-3555 T. J. Boyle Associates www.fjboyle.com phone (802) 658-3555 0 T. J. Boyle Associates www.tiboyle.com AFAB(2) f SNS(3) i AFAB(2) JVGO 6 r-BN(3) HF(2$) MLR HV(20) I ,6TN(2j- - _ k--_ --HB20 � -- -- - � � � ° ( ) Q` ;STORAGE I I__ _ ____- - / _\ / SS( ) / N(19) / PB SNOW I1V STORAGE / ✓� / / _- -- _s - - - - O �1 N I 2 Persian northernmost Perrotia 0 '� I that died (orange circles) were D , recommended not to be replaced 'I with like species by people in nursery trade, replaced with FOUR I large crabapples further north, as shown with the red circles above j I CROSS CONSULTING ENGINEL, P.C. 103 Fairfax Road St. Albans, Vermont 05478-6271 TELEPHONE (802) 524-2113 FAX (802) 524-9681 TO: CEA Associates 10 Mansfield View Lane South Burlington, VT 05403 WE ARE SENDING YOU following items: ❑ Shop Drawings LETTER OFF . RANSMITTAL DATE: October 21, 2o16 JOB NO: 14073 ATTENTION: Chris Galipeau RE: Farrell Distributing Corp. 5 Holmes Road, So. Burlington, VT ❑x Enclosed ❑ Under Separate cover via 11 Prints ❑ Plans ❑ Copy of letter ❑ Change Order Cl ❑ Samples ❑ Specifications the COPIES DATE NO. DESCRIPTION 1 10 21 16 VT Commercial Building Energy Standards (CBES) Certificate THESE ARE TRANSMITTED as checked below: I I For approval ❑ Approved as submitted ❑X For your use ❑ Approved as noted L_I As requested ❑ Returned for corrections f_ I For review and comment ❑ I 1 FOR BIDS DUE I I PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO ❑ Resubmit _ copies for approval Submit copies for distribution C I Return corrected prints SIGNED: Jane B. Landry For: CROSS CONSULTING ENGINEERS If enclosures are not as noted, kindly notify us at once RECEIVED rF 0% 1-r- CIVIL EI IrlNENIMIir ASSOCUUES.- IN IC1. 10 Mansfield View Lane South Burlington, VT 05403 June 10, 2015 Mr. Raymond Belair Administrative Officer City of South Burlington - Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Application for Zoning Permit Farrell Distributing 5 Holmes Road, South Burlington, VT Dear Ray: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com As per our discussion, please find the following summary of responses in support of the zoning permit application for Farrell Distributing: Item 3a: The plans shall be revised to comply with the comments of the City of South Burlington Department of Public Works per the April 7, 2015 email. 1. Proposed project is located outside to the City's stormwater impaired watersheds in an area that discharges directly into Shelburne Bay via an unnamed stream. No action is asked for. 2. Dimensional summary tables have been reviewed and no changes have been made. 3. Construction Stormwater permit has been granted under permit # 3095-9020. 4. State stormwater permit has been granted under permit #3095-INDS and a copy is attached. 5. Drainage area maps and hydrologic modeling were supplied via email sent to Tom DiPietro with attached drainage plan sheets for his review on April 17, 2015. This item has been resolved via an email received from you June 17, 2015. 6. Modeling for the 25-year storm event was sent to Tom DiPietro via the same email referenced above on April 17, 2015. This item has been resolved via an email received from you June 17, 2015. 7. Snow storage is shown on Landscaping Plan L-101. Three copies of the plan are attached. 8. DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. No action is required. Item 8: Landscaping Bond -Will be delivered by Farrell Distributing I Mr. Ray Belair June 17, 2015 Page 2 Item 11: A pdf of the final set of approved plans has been submitted by CD. If you should require any additional information or should have any questions, please email me at mburkekcea-vt.com or call me at 864-2323 007. Sincerely, Mary Ann Burke Attachments: 3 full size plans PAAutoCADD Projects\2014\ 141860-Permitting\1 -Local Applications\14186 Belair Letter.doc From: 'N I (JAn bj&c Project(s): r (�- -i/i �v ► 1 l�- Description: ' i` °Yi 1 IYP INN Message:-RAq / �t11ucF►eG� ism �niv�c1 f��l(uh�'1,'}he� Cad fihA- � .Ot_ plOA. Pk� (orrizcC-F uS ua-M Copies To: �dvld do lI1NU CC, -.A *IgI&P Mary Ann Burke From: ray <ray@sburl.com> Sent: Wednesday, June 17, 2015 10:14 AM To: mburke@cea-vt.com Subject: FW: Farrell Distributing Attachments: SP_15_10_5 Holmes Road -Farrell Distributing Corporation_ffd_signed TB 04 27 2015.pdf Hi Mary Ann, We are all set with the condition #3a regarding Mr. DiPietro. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Tuesday, June 09, 2015 4:14 PM To: 'mburke@cea-vt.com' Subject: RE: Farrell Distributing Mary Ann, Before the permit application can be issued, conditions #3a, 8 & 11 need to be complied with. The decision is attached. Thank you. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Mary Ann Burke [mailto:mburke@cea-vt.com] Sent: Tuesday, June 09, 2015 11:13 AM LOT ,, 47,55- — --- - � 'EXG N N �4 Y SIZES 13.8 ACRES = 601,128 SF EXG HLDG AREA = 147,555 A PROPOSED BLDG AREA = %661 BUILDING COVERAGE 26.0 EXG N H� EXG LAN. .,PING MAX PERMISSIBLE LOT COVERAGE. 70% EXISTING LOT COVERAGE 52% 3 PROPOSED LOT COVERAGE 53%u,�,t .p�.. PARKING REQUIREMENTS OFFICE AREA. 14920 / 200 = 75 SPACES i�'`� NON -OFFICE EMPLOYEES PLANT = 14 DRIVERS 6 EXISTING TOTAL = 46 BUILDING VISITOR = S n.. 1 E G AV NG Elf LANDSCAPING SPACES REQUIRED = 126 SPACES PROVIDED = 135 C 5 H.C. SPACES ) EXISTING 1 HYDRANT 00 PLANTING SCHEDULE :EY NAME 07Y SIZE REMARKS ,— J A RED OAK 8 3 I/2' B & B — — EXG LANDSCWK GARDCO MODEL FORM TEN H OR EQUAL (ARM MOUNTED dZONING B EXISTING CRAB APPLE 1 11/2 RELOCATE® �ENLARGED SITE PLAN AT ENTRY DISTRIBUTIDN.250 (WATT METAL HALIDE. 16 YOPE FM 1' = 40'MOUNTING HEIGHT. SETBACKS -0 EXISTING WALL MOUNTED. �.+ BLUE FIN REALTY ' SIDEr4RD SET4CK- rr I a IV Jl or t f-30'- 0' W4RY _._ s alit= 4RD SETaACK SEE ENLARGED ---- SITE PLAN ABOVE MN ®� XG,L DSC PIff I 23 N�aI'tY�YL EX STING SIG sn LONG xI 1'-'7j4ICK PROPOSED ❑FFICE ADDITI❑T� 2904 S.F. F.F.E. 208.0' J f EXG PAVING 7L01 ar EXISTING BUILDING '�x'PAVING6< c EXG L DS P s er 'G 131,155 SF ' I FFE+ 208.0 j 40' D' TYARD SITBACK PROFARRELL SED ADDITUIONK N c 5665 S.F_ J 14 W - µ-— — — — — — — — — — — — - ? / ` I16T1�' EXG PARK SWIFT AND COMPANY I ' I _ FN m i 00 al �, EXISTING sMCI ' I GARAGE Nna} era _ FACILITY °GC l I ' afa4t aF I. f FFE1203.0 06RN J_WFIG TA,Iw — -. -. --- .DCNH 95 EILISTIIV6- iu nru� eicv s.va I�- I - - - t VERM❑NT RAILROAD PROJECT NORTH SITE PLAN 1' = 60' 400 WATT SEE DETAIL 2 ru..uc rwuu 1 DWNG 14'-0' HIGH POLE W/ DOMING OLIARD VMODEL PER ABOVE TO REMAIN — SEE DETAIL. 3 NEW LIGHT SMMAR. O O O . C 6 % tD FFB 0 6 1997 City of So. Burlington FRONT YARD 4V-0' - 8.440 S.F. PAVED AREA SOO S.F. COVERAGE 9AX DATE I r--A%ON SITE MM FARRELL DI5TRI9UTING CORP. 1020 MINeSaURG PDAD, 50UM BURUNGTON. VMM4W WIEMANN - LAMMIERE. ARCHITECTS. INC. 50 5OUD1 FW D" COLCxIENM VBGAOMT SCAR 1`-Go%V DRAWANG NO. DATE 2-6-07 DNANt1 BY DrR! `r afecKm BY �. Pteouacr 97001 00rMGMT W AAANN-LWF"MG AMNI CM. aJC. DDWGS\97001\SITEPLAN Thu Feb 06 09:59:14 1997 Wiemann—Lamphere Architects A VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED to V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowners: Farrell Distributing Corporation Permit Number: WW-4-1072-1 c/o David Farrell PIN: EJ96-0482 5 Holmes Road South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # South Burlington: o870-00005 referenced in the deed recorded in Book 322 Page 320 of the Land Records in South Burlington, Vermont. This project, consisting of an addition to an existing commercial building (previously approved in Permit # WW-4-1072), and changes to the water and wastewater services (no increases to existing water or wastewater flows), on an existing, 13.4 acre parcel, located at 5 Holmes Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1.GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Civil Engineering Associates, Inc., (Stephen A. Vock), with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C1.0 Existing Conditions Site Plan 02/25/2015 04/o6/15 C1.1 Partial Existing Site Plan 02/25/2015 04/o6/15 C1.2 Partial Existing Site Plan 02/25/2015 04/o6/15 C2.0 Proposed Conditions Site Plan 02/25/2015 04/o6/15 C2.2 Partial Proposed Site Plan 02/25/2015 o6/o8/15 C2.3 Partial Proposed Grading and Utility Plan 02/25/2015 04/o6/15 C2.4 Partial Proposed Grading and Utility Plan 02/25/2015 o6/o8/15 C3.2 Details 02/25/2015 02/25/15 C3.3 Details . 02/25/2015 02/25/15 C4.0 Specifications 02/25/2015 02/25/15 C4.1 Specifications 02/25/2015 02/25/15 C4.2 Specifications 02/25/2015 02/25/15 C4.3 Specifications 02/25/2015 02/25/15 C4.4 Specifications o2/25/2015 02/25/15 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. Regional Offices — Barre/EssexJct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water S, I Permit j WW-4-1072-1 Page 2 Of 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the City of South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the City of South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. 1.6 This project is approved for the construction of an additions to an existing commercial building. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 2.2 This project is approved for connection to the water supply system owned by the South Burlington Water Department for a maximum of i,goo gallons of water per day. 2.3 This project is approved for connection to a public water system. The installation of the public water system shall be completed in accordance with the conditions of the Public Water System Permit to Construct PID#C-3231- i5.o WSID #yogi dated 5U' day of June, 2015 or any subsequent approvals for this system issued by the Drinking Water and Groundwater Protection Division. 2.4 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. n.WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. Wastewpter System and Potable Water S )y Permit W 'W-4-io72-1 J Page 3 Of 3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 1,725 gallons of wastewater per day. 3.3 This project is approved for a floor drain discharging to an exterior sand/oil separator holding tank. All exterior portions of the floor drain, sand/oil separator and holding tank shall be installed as shown on the approved plans. There shall be no on -site discharge from the floor drain, separator and holding tank. The contents of the sand/oil separator and holding tank shall be pumped and transported by a certified waste hauler to an approved wastewater treatment facility. If the waste in the separator and holding tank meet the criteria of a hazardous waste, a permit from the Vermont Waste Management & Prevention Division may be required and the waste shall be handled as required for hazardous waste. For information about the requirements for the storage, transport and disposal of hazardous waste, please contact the Waste Management & Prevention Division. 3.4 Annually, on or before December ist, the current landowner shall submit a report to the Drinking Water and Groundwater Protection Division showing the date(s) the holding tank was pumped, the amount quantity of wastewater pumped, the name of the hauler and the name of the treatment facility accepting the waste. 3.5 All conditions set forth in Permit Number WW-4-1072 shall remain in effect except as amended or modified herein. David K. Mears, Commissioner Department of Environmental Conservation Dated June 8, 2015 By v Wilffam E. Zabiloski, Assistant Regional Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Civil Engineering Associates, Inc. Drinking Water and Groundwater Protection Division Department of Public Safety, Division of Fire Safety lqkm PEARANIME RUF southburlington PLANNING & ZONING Permit Number SP--�_ (office use only) APPLICATION FOR SITE PLAN REVIEW El Administrative 0 Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): D.M. Farrell & S. McConaughy 5 Holmes Road South Burlington, Vermont 05403 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 332, Pg. 320 3. APPLICANT (Name, mailing address, phone and fax #): Farrell Distributing Corporation 5 Holmes Road South Burlington, Vermont 05403 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Civil Engineering Associates, Inc. Attn: Chris Galipeau 10 Mansfield View Lane, South Burlington, VT 05403 4a. CONTACT EMAIL ADDRESS:: cgalipeau@cea-vt.com 5. PROJECT STREET ADDRESS: 5 Holnes Road South Burlington VT 05403 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0870-00005 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): This project is seeking approval for: Proposed 25,316+- S.F. Building Addition and ramp, reconfiguration of front parking, Proposed new driveway, repaving of existing parking areas and relocation / replacement of existing gas canopy. (See attached plans) b. Existing Uses on Property (including description and size of each separate use): The existing uses on this property are Wholesale Establishment which incorporates office space and warehouse storage for wholesale distribution. Existing office S.F. = 11,995 S.F. Existing Warehouse Storage = 126,665 S.F. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): There are not any proposed changes to the existing use on the property as part of this project. All proposed changes are to improve efficiencies and safety across the site. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed Building= 25,316 S.F. Existing Buildings to remain = +-149,777 S.F. Total Building S.F. = +-175,000 S.F e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Height of existing building is 25'-3". Proposed additon will match existing height. Building has existing mezzanines at various elevations for storage and a proposed second floor 13'-2" above F.F. Elevation. f. Number of residential units (if applicable, new units and existing units to remain): There will be zero Residential units proposed as part of this project. g. Number of employees (existing and proposed, note office versus non -office employees): There will not be any changes to the # of existing employees as part of this project. Existing employees=165 w/ 100 working out of this site (see attached lette h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This project is not in an Overlay District Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 584,148 Sq. Ft. a. Building: Existing 25.9 % / 151,470.5 sq. ft. Proposed 29.9 % / 175, 000.0 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 55.9 % / 326.538.7 sq. ft. Proposed 61.9 % / 361,587.6 sq. ft. c. Front yard (along each street) Existing 12.7 % / 1,050.3 sq. ft. Proposed 24.6 % / 2,033.6 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 210.000 * * 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): $ 1,658,179.00 b. Landscaping: $ 26,705.00 c. Other site improvements (please list with cost): Site Work $ 1,040,497 (estimated) Fueling and canopy $277,848 (estimated) Site retaining walls $ 119,301 (estimated) Topsoil, seed & mulch $31,235 (estimated) 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 4:00 - 5:00 (existing=74, proposed=96) 11. PEAK HOURS OF OPERATION: 6:00 a.m. - 5:00 p.m. 12. PEAK DAYS OF OPERATION: Mondav - Frid 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2015 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 (1 l" 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. kw�f Site Plan Application Form. Rev. 12-2011 W 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 O -A I I ,,A A RE OF APPLICANT n Wlt� J , r—A9Zki-L- TY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: i) I� 5� REVIEW AUTHORITY: Development Review Board FlAdministrative Officer I have reviewed this site plan application and find it to be: Complet Incomplete 1 �/� o / Administrative Officer ate 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 April 27, 2015 Re: #SP-15-10 — 5 Holmes Road Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Si/ceel y Rond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6492 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Tom Dipietro Sent: Monday, April 20, 2015 10:40 AM To: ray Subject: RE: Farrell Distributing (5 Holmes Road) Stormwater Modeling Submittal for Review Thanks Ray. No further comment. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, April 17, 2015 2:08 PM To: Tom Dipietro Subject: FW: Farrell Distributing (5 Holmes Road) Stormwater Modeling Submittal for Review Tom, Would you please provide me with your response to the applicant's response to your comments. Thanks Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Peter Smiar [mailto:psmiar@cea-vt.com] Sent: Friday, April 17, 2015 1:41 PM To: Tom Dipietro Cc: cgalipeau@cea-vt.com; ray Subject: Farrell Distributing (5 Holmes Road) Stormwater Modeling Submittal for Review Hi Tom, 1 Please see below our responses in bold to your comments #5 & 6 related to stormwater modeling and peak flow evaluation for the above project. The VT DEC INDS permit for this project has cleared technical approval and is now in the public notice period. Note that providing detention for the 25 year storm required adjusting the two pond outlet structure rims, so attached are the latest revised site plans and detail sheets associated with that change. Aside from adjusting the rims up a few inches, no other changes were required. 5. The applicant should provide drainage area maps and hydrologic modeling (the same modeling that was submitted to DEC is sufficient) for all new or improved stormwater treatment practices. Please find attached our latest drainage plan sheets SW1 & SW2 showing onsite drainage subcatchments for the project under existing and proposed conditions. In general, the center portion of the site is unchanged, with the proposed impervious expansions to be located at the northern and southern ends of the existing building. The entire project drains to a single discharge point and our modeling uses a common point of interest (POI#1) at a point within the existing pipe network where flows from the northern and southern ends of the site are combined. P0I#1 is shown on the accompanying plan sheets. See attached HydroCAD results for the 1 and 10-year storm events. Water drains from this site to the west and reaches the lake after passing through a culvert under the railroad and a culvert under the driveway for an adjacent property. The applicant should confirm that these culverts can safely pass the 25-year storm event under proposed conditions. This is a requirements of section 15.13.F(3) of the City's Land Development Regulations. Please also find attached existing and proposed modeling for the 25-year storm event (4" in 24-hours per the SB LDR's). Due to the significant work effort associated with modeling the large upstream drainage area for the two culverts in question, our analysis focused on the contribution of flow from the project site to a point of interest within the downstream system (POI#1). The results show that the peak discharge rate from the project site to the downstream drainage features is reduced. The existing peak discharge rate from the site at POI#1 is 28.1 cfs and the proposed rate is 27.6 cfs, a 1.8% decrease. Based upon this analysis it is our finding that the downstream features should be unaffected by the proposed project. Note that the new southern storm pond provides detention for the entire south side of the site, which currently drains to a very small pond that does not have any significant storage capacity for larger events. Please let me know if you have any questions or if any additional information is required. Thanks, Peter Peter Smiar, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 p: (802) 864-2323 x309 f: (802) 864-2271 e-mail: psmiar(a)cea-vt.com ray From: Tom Dipietro Sent: Tuesday, April 07, 2015 1:32 PM To: ray Cc: Justin Rabidoux Subject: Comments on Farrell Distributing Corp. (5 Holmes Road) Site Plan Ray, I reviewed the "Farrell Distributing Corp." site plan for the property located at 5 Holmes Road, prepared by Civil Engineering Associates, dated 2/25/15 and last updated on 2/25/15. 1 would like to offer the following comments: 1. The proposed project is located outside of the City's stormwater impaired watersheds in an area that discharges directly into Shelburne Bay via an unnamed stream. 2. The applicant should confirm that the dimensional summary tables provided on sheet C2.0 accurately list the proposed dimensions. 3. The project will require a construction stormwater permit from the Vermont DEC Stormwater Division if greater than 1 acre of land is disturbed. If necessary, the applicant should acquire this permit before starting construction. 4. The property is covered by an existing State stormwater permit issued by Vermont DEC. The proposed increase in impervious area will require an update to this existing State permit. The applicant should provide information regarding the status of this State permit application. 5. The applicant should provide drainage area maps and hydrologic modeling (the same modeling that was submitted to DEC is sufficient) for all new or improved stormwater treatment practices. 6. Water drains from this site to the west and reaches the lake after passing through a culvert under the railroad and a culvert under the driveway for an adjacent property. The applicant should confirm that these culverts can safely pass the 25 year storm event under proposed conditions. This is a requirements of section 15.13.F(3) of the City's Land Development Regulations. 7. The applicant should show snow storage locations on the site plan. 8. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. Thank you for the opportunity to comment. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: TdiPietro @sburl.corn Web Site: www.sburl.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Jeremy B. Owens <jeremy@tjboyle.com> Sent: Thursday, April 09, 2015 11:07 AM To: ray Cc: Craig Lambert Subject: Farrell Distributing - Landscaping Revision Attachments: L100 Farrell D - Demo Plan REV 04-09-2015.pdf, L101 Farrell D - Landscape Plan REV 04-09-2015.pdf, Farrell Distributing - Landscape Planting Estimate REV 04-09-2015.pdf Ray, Per our phone conversation, I met with Craig Lambert at the Farrell Distributing site this and we came to an agreement on proposed tree replacements. I've attached the revised demo plan, landscape plan and planting estimate. I'll follow up in a separate email with the rendering, and will stop by to drop off the hard copies today. In summary of our meeting, there will be a 2 to 1 replacement ratio (two new trees to replace each single tree removed). Conversely, there is a 1 to 2 ratio for the diameter inch replacement (69.5" to replace the existing 140"). In particular, we're proposing additional trees immediately east of the building as well as further up the hill, and we will remove the remaining white pines in the parking area so as to fit in additional hardwoods. I've included some of Craig's suggestions on species, and replacement tree plantings are highlighted in green on the attached landscape plan. Thanks to you and Craig for working with us on this, and please stay tuned for the updated rendering. Jeremy .JEREMY B. OWENS, PLA Associate Landscape ,l rchitect T. I Boyle Associates, LLC 301 Colleve Street Burlington, Vermont 05401 802,653.3555 www.taboyle.com • facebook ray From: Craig Lambert Sent: Tuesday, April 07, 2015 8:36 AM To: ray Subject: RE: Farrell Distributing - Existing Trees To Be Removed Value In order to come up with a meaningful appraisal of existing trees, the size of the existing tree needs to be adjusted for. Using the wholesale cost of a 6 inch oak and equating it to a 10 or 12 inch oak in the landscape severely undervalues the existing trees. A simplified appraisal method used in the South Burlington City Tree Ordinance is to use an inch for inch replacement value. For example, the value of an existing 12 inch diameter oak would be equal to the planted cost of 2-6 inch diameter oaks. Deductions for condition, location, contribution to the landscape etc. can then be made to this figure. I'd probably recommend minimal replacement value for the Ash due to the likelihood of emerald ash borer making it's way to the area in the near future. White Pines are also generally not a high value tree in urban settings and could be discounted. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(ci_)sburl. com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, April 03, 2015 12:56 PM To: Craig Lambert Subject: FW: Farrell Distributing - Existing Trees To Be Removed Value Craig, Could please give us your recommendation on this matter before the April 7t" meeting? Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email Thank you for your cooperation. From: Jeremy B. Owens Lmailto:ieremy@tiboyle.com] Sent: Friday, April 03, 2015 11:53 AM To: ray; Craig Lambert Cc: cgalipea u cea-vt.com; Michael J. Buscher Subject: Farrell Distributing - Existing Trees To Be Removed Value Ray, attached are two plant lists for establishing the value for trees to be removed at the Farrell Distributing site, per your request. I spoke with Justin Rabidoux, and unfortunately Craig Lambert is out sick. I've copied him on this email, and hopefully he can review when he gets well, but you requested a quick turnaround for staff comment. Because we don't really have much experience determining values for previously permitted trees to be removed, and because South Burlington doesn't have a specific method to follow, we're including two plant lists for your consideration. The first list, which we feel is most suitable, is what it would cost to replace the trees elsewhere on the site. This estimate is similar (in adjusted dollars) to the original cost for installing these trees. The second list uses our method for establishing existing tree credits for a new project, which we've also used recently in other nearby towns. This places a value on existing trees that are specifically saved for their aesthetic contribution to a new project. I'm not sure that's the scenario we have for the Farrell Distributing site since this is not a new project, and especially because the trees proposed for removal are not particularly unique or large. Please let me know which list South Burlington will accept, and let me know if you'd like to discuss. Thanks Ray, Jeremy JEREMY B. OWENS, PLA Associate Landscape Architect T. J. Boyle Associates, LLC 301 College Street Burlington, Vermont 05401 802.658.3555 www.tiboyle.com • facebook ra From: Jeremy B. Owens <jeremy@tjboyle.com> Sent: Friday, April 03, 2015 11:53 AM To: ray; Craig Lambert Cc: cgalipeau@cea-vt.com; Michael J. Buscher Subject: Farrell Distributing - Existing Trees To Be Removed Value Attachments: 2015-04-03 Existing Trees TBR - Replacement Value.pdf, 2015-04-03 Existing Trees TBR - Credit Value.pdf Ray, attached are two plant lists for establishing the value for trees to be removed at the Farrell Distributing site, per your request. I spoke with Justin Rabidoux, and unfortunately Craig Lambert is out sick. I've copied him on this email, and hopefully he can review when he gets well, but you requested a quick turnaround for staff comment. Because we don't really have much experience determining values for previously permitted trees to be removed, and because South Burlington doesn't have a specific method to follow, we're including two plant lists for your consideration. The first list, which we feel is most suitable, is what it would cost to replace the trees elsewhere on the site. This estimate is similar (in adjusted dollars) to the original cost for installing these trees. The second list uses our method for establishing existing tree credits for a new project, which we've also used recently in other nearby towns. This places a value on existing trees that are specifically saved for their aesthetic contribution to a new project. I'm not sure that's the scenario we have for the Farrell Distributing site since this is not a new project, and especially because the trees proposed for removal are not particularly unique or large. Please let me know which list South Burlington will accept, and let me know if you'd like to discuss. Thanks Ray, Jeremy JERENlY B. OWENS, PLA asrocwte Landscape .Architect T. J. Boyle Associates, LLC 301 College Street Burlington, Vermont 05401 802.658.3555 www.ti o, Ike com • facebook Farrell Distributing Typical Cost to Replace Trees April 3, 2015 Quantity Scientific Name Common Name Notes Size Single Tree Value Total Cost w/ Install 2 SORBUS alnifolia Korean Mountain Ash replacement for existing fraxinus 2.5" cal $200.00 $1,000.00 3 MALUS'Spring Snow' Spring Snow Crabapple 2.5" cal $194.00 $1,455.00 1 PICEA p. 'Baby Blue Eyes' Baby Blue Eyes Spruce 8' Ht $160.00 $400.00 4 PINUS strobus White Pine 8' Ht $125.00 $1,250.00 8 QUERCUS palustris Pin Oak 2.5" cal $194.00 $3,880.00 Total Existing Tree Replacement Cost $4,105.00 NOTE: Deciduous trees replace with 2.5" caliper equivalent Evergreens replaced with 8' height equivalent Farrell Distributing Typical Value for Existinq Trees April 3, 2015 Quantity Scientific Name Common Name Notes Size Single Tree Value Total 1 FRAXINUS sp. Ash 18" cal $650.00 $650.00 1 FRAXINUS sp. Ash 6" cal $650.00 $650.00 3 MALUS sp. Crabapple 6" cal $600.00 $1,800.00 1 PICEA glauca White Spruce 16' Ht. $675.00 $675.00 3 PINUS strobus White Pine Very poor health, counting 33% of full value 25' Ht. $165.00 $495.00 1 IPINUS strobus White Pine 12' Ht. $200.00 $200.00 1 IQUERCUS sp. Oak 18" cal $900.00 $900.00 2 IQUERCUS sp. Oak 12" cal $900.00 $1,800.00 5 QUERCUS sp. Oak 10" cal $900.00 $4,500.00 NOTE: Total Existing Tree To Be Removed Value $11,670.00 Deciduous trees 6" and larger credited as 6" nursery stock (i.e. 22" Maple = 6" Maple) Evergreens 16' and higher credited as 16' nursery stock (i.e. 25' Pine = 16' Pine) i Warehousing (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour of Generator Number of Studies: 19 Average 1000 Sq. Feet GFA: 511 Directional Distribution: 19% entering, 81 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.45 0.16 - 1.65 0.76 Data Plot and Equation z 1,500 1,400 1,300 1,200 1,100 1,000 900 800 700 600 500 400 300 200 100 0 GyFS Ss y/ ------------ ------ X- - ----------------- X 2 -------------- ---------------------------------- u.-... ..-- ---- ------- ------------ 2000 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve Equation: Ln(T) = 0.78 Ln(X) + 0.72 0 1000 206 Trip Generation, 9th Edition • Institute of Transportation Engineers 3000 ------ Average Rate R2 = 0.80 4000 I Corpurate Headquarters Building (714) Average Vehicle Trip Ends vs: On a: 1000 Sq. Feet Gross Floor Area Weekday, P.M. Peak Hour Number of Studies: 22 Average 1000 Sq. Feet GFA: 283 Directional Distribution: 10% entering, 90% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.41 0.52 - 2.67 1.28 Data Plot and Equation 1,300 - 1,200 - 1,100 - 1,000 900 c W 800 H t 700 600 N CD Q 500 u ~ 400 300 200 100 0 0 �!4Tr-►�' • - - - - - - ........... ----- X•------------------ ....------- -- X--X----- - '----•- ,------- X. ------ ----- -------, ---- ;X------- ------ --------- ----- X ; ; XX I -------------------- ---•----- X X. -- 100 200 X Actual Data Points - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 300 400 500 600 700 X = 1000 Sq. Feet Gross Floor Area Fitted Curve Equation: Ln(T) = 0.88 Ln(X) + 0.98 Fitted Curve 800 900 1000 ------ Average Rate R2 = 0.79 1274 Trip Generation, 9th Edition 9 Institute of Transportation Engineers Prepared by T.J. Boyle Associates, LLC April 9, 2015 CACDCI 1 nICT0101 ITIn Ki DI AWTIKIr crmpn1I II F Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 5 AC ACER campestre Hedge Maple 2.5" cal. B&B $ 208.00 $ 2,600.00 4 AFAB ACER x freemani 'Autumn Blaze' Autumn Blaze Maple 2.5" cal. B&B $ 282.00 $ 2,820.00 3 BNH BETULA nigra'Dura Heat' Dura Heat River Birch 10' Ht. B&B $ 146.00 $ 1,095.00 8 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 3,120.00 2 GTH GLEDITSIAt.i.'Halka' HalkaHoneylocust 2.5' cal. B&B $ 178.00 $ 890.00 1 MLR MAGNOLIA liliflora'Ricki' Magnolia Ricki 6' Ht. B&B $ 160.00 $ 400.00 2 PG1 PICEA glauca White Spruce 8' Ht. B&B $ 145.00 $ 725.00 2 PG2 PICEA glauca White Spruce 10' Ht. B&B $ 269.00 $ 1,345.00 1 PP PICEA pungens'Baby Blue Eyes' Baby Blue Eyes Blue Spruce 5' Ht. B&B $ 137.00 $ 342.50 9 TOT THUJA occidentalis'Techny' Mission Arborvitae 5' Ht. B&B $ 43.00 $ 967.50 2 TCG TILIA cordata'Greenspire' Greenspire Linden 2.5" cal. B&B $ 178.00 $ 890.00 1 OP IQUERCUS palustris I Pin Oak 2.5" cal. B&B $ 250.00 $ 625.00 6 ZS ZELKOVA serrata'Green Vase Green Vase Zelkova 2" cal. B&B $ 181.00 $ 2,715.00 Sub -total s 18,535.00 Ch...k. OV. Code Scientific Name Common Name Size Spec Notes wholesale installed 31 IGD ILEX glabra'Densa' Densa Inkberry 4' Ht. B&B $ 115.00 $ 8,912.50 5 JVSG JUNIPERUS chinensis'Sea Green' Sea Green Juniper 30" B&B $ 34.50 $ 431.25 6 JVGO JUNIPERUS virginiana'Grey Owl' Grey Owl Juniper 24" B&B $ 26.75 $ 401.25 3 SNS SPIRAEAnipponica'Snowmound' SnowmoundSpirea 24" B&B $ 20.00 $ 150.00 Sub -Total $ 9,895.00 Rin-Cwalp Island Qry. Code Scientific Name Common Name Size Spec Notes wholesale installed 19 AN ASTER novae -an liae New England Aster Clump #2 Cont. $ 6.50 $ 259.35 30 EP ECHINACEA purpurea Purple Coneflower Clump #2 Cont. $ 6.50 $ 409.50 28 HE HELIOPSIS helianthoides Smooth Oxeye Clump #2 Cont. $ 7.00 $ 411.60 20 HB HEMEROCALLIS'Ann Warner, Baja' Happy Returns Da lilies Clump #1 Cont. $ 4.60 $ 193.20 20 HM HEMEROCALLIS'Stella D' Oro, Ruby Red' Daylilies Clump #1 Cont. $ 4.60 $ 193.20 20 1 SS 1SCHIZACHYRIUM scoparium Little Bluestem Clump 1 #2 Cont. $ 8.10 $ 340.20 SuD-total s 1,807.05 Replacement Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 1 AC ACER campestre Hedge Maple 2.5" cal. B&B $ 208.00 $ 520.00 8 AxFC ACER x freemani 'Celebration' Celebration Maple 2.5" cal. B&B 25' Spacing $ 198.00 $ 3,960.00 1 CVWK CRATAEGUS vindis'Winter King' Winter King Hawthorn 2" cal. B&B 27' Spacing $ 156.00 $ 390.00 4 PP PARROTIA persica Persian Parrotia 2.5" cal. B&B $ 255.00 $ 2,550.00 9 QB QUERCUS bicolor Swamp White Oak 2.5" cal. B&B 30' Spacing $ 220.00 $ 4,950.00 2 1 OP QUERCUS palustris Pin Oak 2.5" cal. B&B $ 210.00 $ 1,050.00 3 1 SA JSORBUS alnifolia JlKorean Mountainash 2.5" cal. B&B $ 200.00 $ 1,500.00 Replacement Trees Shown in Green on Plan Sub -total $ 14,920.00 Total Planting Cost: $ 45,157.05 Trees and Shrubs Only: $ 43,350.00 Required Landscaping: $ 23,587.00 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning r ��W-141►ON yam southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT Tuesday, April 7, 2015 7:00 p.m. 1. Additions, deletions, or changes in order of agenda items. 2. Comments and questions from the public not related to the agenda. 3. Announcements 4. Continued conditional use application #CU-15-01 of Richard B. White to expand a nonconforming single family dwelling to 2,574 sq. ft. by constructing two (2) additions of 5' X 8'-10" & 19' X 19'-6" and constructing a 19' X 27' 2-story detached accessory structure to contain a 772 sq. ft. accessory residential unit, 56 Central Avenue. 5. Continued reopened final plat application #SD-15-02 of Halvorsen Development to amend a previously approved planned unit development consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel. The amendment consists of; 1) razing the 275 seat restaurant building, 2) constructing 11,242 sq. ft. retail building, and 3) constructing a 10' X 55' detached accessory structure, 1 Dorset Street. 6. Sketch plan application #SD-15-07 of Robert Audette to subdivide a 9,607 sq. ft. lot off from a 770 acre parcel developed with an airport, 1200 Airport Drive. 7. Master signage permit application #DR-15-01 of 20 San Remo Drive, LLC to establish the initial master signage design parameters for all future signs on the property, 20 San Remo Drive. 8. Site plan application #SP-15-10 of Farrell Distributing Corporation to amend a previously approved plan for 138,660 sq. ft. warehouse & distribution facility for a wholesale business. The amendment consists of: 1) constructing a 25,316 sq. ft. addition, 2) constructing a new gas fueling canopy, 3) constructing a second story deck with outside stairs, and 4) site modifications, 5 Holmes Road. 9. Minutes of March 4, 2014, February 17, March 3, & 17, 2015. 10. Other business. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. South Burlington Development Review Board Meeting Participation Guidelines The Development Review Board (DRB) presents these guidelines for the public attending Development Review Board meetings to insure that everyone has a chance to speak and that meetings proceed smoothly. The DRB is a Quasi -Judicial Board that oversees the approval of development projects within the City. It is made up of citizens appointed by the City Council. The role of the DRB is to hear and review applications for development under the applicable regulations. The DRB can only approve applications that comply with the applicable bylaw or state law, and the board can only levy conditions that are permitted under the bylaw. By the same token, if a project meets the applicable bylaw criteria, the DRB is bound by law to grant the approval. 1. The Board asks that all participants at meetings be respectful of Board members, staff, applicants and other members of the public present at the meeting. 2. Initial discussion on an agenda item will generally be conducted by the Board and the applicant. As this is our opportunity to engage with the subject, we would like to hear from all Board members first. After the Board members have discussed an item, the Chair will open up the floor for public comment. Please raise your hand to be recognized to speak and the Chair will try to call on each participant in sequence. 3. Once recognized by the Chair, please identify yourself to the Board. 4. If the Board suggests time limits, please respect them. Time limits will be used when they can aid in making sure everyone is heard and sufficient time is available for Board to hear all items on the agenda. 5. Side conversations between audience members should be kept to an absolute minimum. The hallway outside the Community Room is available should people wish to chat more fully. 6. Please address the Chair. Please do not address other audience members or staff or presenters and please do not interrupt others when they are speaking. The Chair will direct responses from applicable people as needed. 7. Make every effort not to repeat the points made by others and keep your comments germane to the issue before the board. 8. The Chair will make reasonable efforts to allow everyone who is interested in participating to speak once before speakers address the Board for a second time. 9. Comments may be submitted before or during the course of a single or multi -meeting public hearing to the Planning and Zoning Department. All comments should identify what application the correspondence is in reference to. All written comments will be circulated to the DRB and kept as part of the official records of meetings. Comments must include your first and last name and a contact (e-mail, phone, address) to be included in the record. 10. Please note that once a public hearing has been closed by the DRB, no further comments can be accepted, in accordance with state law. C3 5 10 Mansfield View Lane South Burlington, VT 05403 February 23, 2015 Mr. Raymond Belair Administrative Officer City of South Burlington - Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Application for Site Plan Review Farrell Distributing 5 Holmes Road, South Burlington, VT Dear Ray: 3/q/i5 113 . Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mailCCcea-vt.com Please find attached an Application for Site Plan Review, application fee, five full size sets of plans and one reduced (I I x 17) set' of plans for Farrell Distributing on 5 Holmes Road. As part of the proposed project Farrell Distributing is proposing an expansion of the existing building (25,316 SF of new Warehouse and 7,590 SF of new 2nd story office) to improve efficiencies within the building along with site changes to improve parking and increase safety and vehicular movements around the site. A new access drive is also proposed off of Holmes Road to separate truck traffic from the main entrance to improve safety. There are not any changes in the number of employees, traffic, water or wastewater flows as part of this project. (See attached summary letter from Farrell Distributing outlining the proposed project) The Site plan changes will include the reconfiguration of the existing parking lot and truck parking areas across the site. All employee and passenger vehicles currently park in the main parking lot between Holmes Road and the existing Farrell Distributing Building with additional spaces located in front of the truck loading bays. (see attached plan) The existing parking lot layout will be modified to increase efficiencies and improve safety. The existing spaces in front of the truck loading bays will be eliminated as part of this project and a small expansion of the parking lot adjacent to the building is proposed. As part of this project we are seeking approval for these additional spaces. In conformance with Section 14.06 the lot contains one or more existing buildings that are to be re -used and parking needs for this property cannot be accommodated to the rear and sides of the existing buildings. Farrell Distributing has reviewed all parking options and in order to provide safe movement for the existing traffic and separation between passenger and truck traffic the proposed layout is the only option that achieves these goals. Mr. Ray Belair February 23, 2015 Page 2 We have attached renderings and site photos from Holmes Road that depicts the existing lot layout and also a rendering of the proposed lot configuration. The aesthetics from Holmes Road are greatly improved as part of this project and parking spaces are less visible with the proposed landscaping than what currently exists. As indicated in the attached letter from Farrell Distributing, the proposed project is intended to improve efficiencies at Farrell Distributing. There are not any proposed changes to existing water and sewer allocations, changes in traffic volume, hours of operation or changes to the existing procedures and uses at Farrell Distributing. The stormwater system will be greatly enhanced and improved upon over existing conditions and as part of this project a significant amount of stormwater that is currently not treated will be collected and treated in the expanded stormwater treatment areas. The front facade of the building will be enhanced along with site landscaping to greatly improve the aesthetics of the site. If you should require any additional information or should have any questions, please email me at cgalipeaugcea-vt.com or call me at 864-2323 ON. Sincerely, Christopher Galipeau Staff Engineer Attachments: Application & fee 5 full size and 1 reduced plans Cc: Farrell Distributing — Todd Bouton File, 14186.00 P:\AutoCADD Projects\2014\14186\3-Permitting\l-Local Applications\14186 Belair Letter.doc Prepared by T.J. Boyle Associates, LLC February 2015 FARRELL DISTRIBUTION PLANTING SCHEDULE Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 5 AC ACER campestre Hedge Maple 2.5" cal. B&B $ 208.00 $ 2,600.00 4 AFAB ACER x freemani 'Autumn Blaze' Autumn Blaze Maple 2.5" cal. B&B $ 282.00 $ 2,820.00 3 BNH BETULA nigra'Dura Heat' Dura Heat River Birch 10' Ht. B&B $ 146.00 $ 1,095.00 8 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B $ 156.00 $ 3,120.00 2 GTH GLEDITSIA t.i. 'Halka' Halka Honeylocust 2.5" cal. B&B $ 178.00 $ 890.00 1 MLR MAGNOLIA liliflora'Ricki' Magnolia Ricki 6' Ht. B&B $ 160.00 $ 400.00 2 PG1 PICEA glauca White Spruce 8' Ht. B&B $ 145.00 $ 725.00 2 PG2 PICEA glauca White Spruce 10' Ht. B&B $ 269.00 $ 1,345.00 1 PP PICEA pungens'Baby Blue Eyes' Baby Blue Eyes Blue Spruce 5' Ht. B&B $ 137.00 $ 342.50 9 TOT THUJA occidentalis'Techny' Mission Arborvitae 5' Ht. B&B $ 43.00 $ 967.50 2 TCG TILIA cordata'Greenspire' Greenspire Linden 2.5" cal. B&B $ 178.00 $ 890.00 1 QP IQUERCUS palustris Pin Oak 2.5" cal. B&B $ 250.00 $ 625.00 6 1 ZS JZELKOVA serrata 'Green Vase Green Vase Zelkova 2" cal. B&B $ 181.00 1 $ 2,715.00 Sub -Total $ 18,535.00 Shrubs Qty. Code I Scientific Name Common Name Size Spec Notes wholesale installed 25 IGD ILEX glabra'Densa' Densa Inkberry 4' Ht. B&B $ 115.00 $ 7,187.50 5 JVSG JUNIPERUS chinensis'Sea Green' Sea Green Juniper 301, B&B $ 34.50 $ 431.25 6 JVGO JUNIPERUS virginiana'Grey Owl' Grey Owl Juniper 24" B&B $ 26.75 $ 401.25 3 SNS SPIRAEA nipponica'Snowmound' Snowmound Spirea 24" B&B $ 20.00 $ 150.00 Sub -Total $ 8,170.00 Bio-Swale Island Qty. Code I Scientific Name Common Name Size Spec Notes wholesale installed AN ASTER novae-angliae New England Aster Clump #2 Cont. $ 6.50 $ 259.35 EP ECHINACEA purpurea Purple Coneflower Clump #2 Cont. $ 6.50 $ 409.50 HE HELIOPSIS helianthoides Smooth Oxeye Clump #2 Cont. $ 7.00 $ 411.60 M HB HEMEROCALLIS'Ann Warner, Baja' Happy Returns Daylilies Clump #1 Cont. $ 4.60 $ 193.20 HM HEM EROCALLIS'Stella D'Oro, Ruby Red' Daylilies Clump #1 Cont. $ 4.60 $ 193.20 SS SCHIZACHYRIUM scoparium Little Bluestem Clump #2 Cont. $ 8.10 $ 340.20 Sub -Total $ 1,807.05 Total Planting: $ 28,512.05 Trees and Shrubs Only: $ 26,705.00 l 1 CITY OF SOUTH Qp BURLINGTON CERTIFICATE OF SERVICE r ;--L �Iy�.�I,-, I hereby certify that on this 5 ` day of jM�, 2015, a copy of the foregoing public notice for A e, ,q-1, [type of application] # - �_�-JU [application number], was sent by U.S. mail, postage prep id 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) + alc a-�-c c.cyd "1 0I a / Dated at5- 6II [town/city], Vermont, this _ day of rC , 2015 Printed Name: AArrA r ( � Phone number and email: - - p / almC Cep- A, (U,-Y) Signature: � :' Date:-/�` 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 FARRELL DISTRIBUTING Ajoiners List 5 Holmes Road, S. Burlington, TAT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 0870-00003 Property Location: 3 HOLMES RD Parcel ID # 0870-00005 Property Location: 5 HOLMES RD Parcel ID # 0870-00015 Property Location: 15 HOLMES RD Owner of Record CITY OF SOUTH BURLINGTON 3 HOLMES RD S BURLINGTON, VT 05403 Owner of Record FARRELL DISTRIBUTING CORPORATION 5 HOLMES RD S BURLINGTON, VT 05403 Owner of Record HOLMES RD PROPERTIES INC 15 HOLMES RD S BURLINGTON, VT 05403 ParcellD # 1540-01195 Property Locations. 1195 SHELBORNE RD Owner of Record DAVID M FARRELL TRUSTEE 5 HOLMES RD S BURLINGTON, VT 05403 Parcel ID # Owner of Record 1540-01233 TWO O'BRIENS PROPERTIES LLC Property Location: 1475 SHELBURNE RD 1233 SHELBURNE RD S BURLINGTON, VT 05403 SUITE A Parcel ID # Owner of Record 1540-1233B FRATERNAL ORDER OF EAGLES INC Property Location: 1233 SHELBURNE RD SUITE Bl 1233 SHELBURNERD SO BURLINGTON, VT 05403 SUITE B 1/6 FARRELL DISTRIBUTING I Ajoiners List 5 Holies Road, S. Burlington, VT — Tax Map Parcel 08 70-00005 Date: 02/26/2015 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE CO2 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE CO3 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE CI _.......Parcd ID-# . -. 1540-1233C Property Location: 1233 SHELBURNE RD SUITE C2 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE AD SUITE C3 Owner of Record RICHARD W FLOOD TEENA M FLOOD 270 SOARING HAWK LN CHARLOTTE, VT 05445 Owner of Record W & K PROPERTY LLC 1233 D SHELBURNE RD UNIT #3 S BURLINGTON, VT 05403 Owner of Record NSL HOLDINGS LLC NSL HOLDINGS LLC 1233 SHELBURNE RD UNIT C-1 SOUTH BURLINGTON, VT 05403 _ Owner -of Record ROGER P FAY SR ROGER P FAY JR 1233 SHELBURNE RD SUITE C2 S BURLINGTON, VT 05403 Owner of Record STEPHEN D ALLEN ANITA B ALLEN 87 E SPRING ST WINOOSKI, VT 05404 2/6 FARRELL DISTRIBUTING Ajoiners List 5 Holmes Road, S. Burlington, VT = Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # Owner of Record 1540-I233C STEPHEN D ALLEN ANITA B ALLEN Property Location: 87 E SPRING ST 1233 SHELBURNE RD WINOOSKI, VT 05404 SUITE C4 Parcel ID # Owner of Record 1540-1233C ROCK DUNDER PROPERTIES LLC Property Location: 1223 SHELBURNE RD 4C5 1233 SHELBURNE RD S BURLINGTON, VT 05403 SUITE CS Parcel ID # Owner of Record 1540-1233D JOHN S ADAMS SUZANNE N ADAMS Property Location: 126 WHITE WATER CIRCLE 1233 SHELBURNE RD WILLISTON, VT 05495 SUITED] Parcel ID # Owner of Record 1540-1233D GREEN & COIL LLC Property Location: 78 CURTIS AVE 1233 SHELBURNE RD BURLINGTON, VT 05401 SUITE D4 ParcellD # Owner ofRecord 1540-1233D SOPHER FAMILY LLC Property Location: 800 Crosswind Road 1233 SHELBURNE RD Charlotte, VT 05445-4442 SUITE DS 3/6 FARRELL DISTRIBUTING 1 Ajoiners List 5 Hobnes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE D6 Owner of Record SOPHER FAMILY LLC 800 Crosswind Road Charlotte, VT 054454442 Parcel ID # Owner of Record 1540-1233D ARROW TECH ASSOC INC Property Location: 1233 SHELBURNE RD STE D7 1233 SHELBURNE RD S BURLINGT ON, VT 05403 SUITE D7 Parcel ID # Owner of Record 1540-1233D SOPHER FAMILY LLC Property Location: 800 Crosswind Road 1233 SHELBURNE RD Charlotte, VT 05445-4442 SUITE D8 Parcel ID # Owner of Record 1540-1233D SOPHER FAMILY LLC Property Location: 800 Crosswind Road 1233 SHELBURNE RD Charlotte, VT 05445-4442 SUITE D9 Parcel ID # Owner of Record 1540-1233E G & K HOLDINGS LLC Property Location: 1233 SHELBURNE ROAD UNIT E-1 1233 SHELBURNE RD S BURLINGTON, VT 05403 SUITE El 4/6 FARRELL DISTRIBUTING Ajoiners List 5 Holfnes Road, S. Burlington, VT —Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E3 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E4 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E5 ParcellD # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E6 ParcellD # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E7 Owner of Record RICHARD W FLOOD TEENA M FLOOD 270 SOARING HAWK LN CHARLOTTE, VT 05445 Owner of Record MARK D HILL TRUST 1233 SHELBURNE RD E-4 S BURLINGTON, VT 05403 Owner of Record RICHARD L LOWREY SR - SUSAN LOWREY 1233 SHELBURNE RD SUITE E5 S BURLINGTON, VT 05403 Owner of Record STEPHEN D ALLEN ANITA B ALLEN 87 E SPRING ST WINOOSKI, VT 05404 Owner of Record STEPHEN D ALLEN 25 Manseau Street Winooski, VT 05404-1547 5/6 FARRELL DISTRIBUTING Ajoiners List 5 Holmes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233F Property Location: 1233 SHELBURNE RD SUITE F ParcellD # 1540-01301 Property Location: 1301 SHELBURNE RD Parcel ID # 1540-01325 Property Location: 1325 SHELBURNE RD Owner of Record MARGARET S EASTMAN TRUST THOMPSONS POINT RD CHARLOTTE, VT 05445 Owner of Record LEWIS FAMILY PARTNERSHIP LLP 1301 SHELBURNE RD S BURLINGTON, VT 05403 Owner of Record DAVID LEWIS MANAGING PARTNER P O BOX 4511 BURLINGTON, VT 05402 6/6 l FARRELL DISTRIBUTING Ajoiners List 5 Holmes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 0870-00003 Property Location: 3 HOLMES RD Owner of Record CITY OF SOUTH BURLINGTON 3 HOLMES RD S BURLINGTON, VT 05403 Parcel ID # Owner of Record 0870-00005 FARRELL DISTRIBUTING CORPORATION Property Location: 5 HOLMES RD 5 HOLMES RD S BURLINGTON, VT 05403 Parcel ID # Owner of Record 0870-00015 HOLMES RD PROPERTIES INC Property Location: 15 HOLMES RD 15 HOLMES RD S BURLINGTON, VT 05403 Parcel ID # Owner of Record 1540-01195 DAVID M FARRELL TRUSTEE Property Location: 5 HOLMES RD 1195 SHELBURNE RD S BURLINGTON, VT 05403 Parcel ID # Owner of Record 1540-01233 TWO O'BRIENS PROPERTIES LLC Property Location: 1475 SHELBURNE RD 1233 SHELBURNE RD S BURLINGTON, VT 05403 SUITE A Parcel ID # Owner of Record 1540-1233B FRATERNAL ORDER OF EAGLES INC Property Location: 1233 SHELBURNE RD SUITE B 1 1233 SHELBURNE RD SO BURLINGTON, VT 05403 SUITE B 1/6 FARRELL DISTRIBUTING Ajoiners List 5 Holmes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE CO2 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE CO3 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE Cl Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE C2 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE C3 Owner of Record RICHARD W FLOOD TEENA M FLOOD 270 SOARING HAWK LN CHARLOTTE, VT 05445 Owner of Record W & K PROPERTY LLC 1233 D SHELBURNE RD UNIT #3 S BURLINGTON, VT 05403 Owner of Record NSL HOLDINGS LLC NSL HOLDINGS LLC 1233 SHELBURNE RD UNIT C-1 SOUTH BURLINGTON, VT 05403 Owner of Record ROGER P FAY SR ROGER P FAY JR 1233 SHELBURNE RD SUITE C2 S BURLINGTON, VT 05403 Owner of Record STEPHEN D ALLEN ANITA B ALLEN 87 E SPRING ST WINOOSKI, VT 05404 2/6 FARRELL DISTRIBUTING Ajoiners List 5 Holmes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE C4 Parcel ID # 1540-1233C Property Location: 1233 SHELBURNE RD SUITE C5 Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE DI Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE D4 Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE D5 Owner of Record STEPHEN D ALLEN ANITA B ALLEN 87 E SPRING ST WINOOSKI, VT 05404 Owner of Record ROCK DUNDER PROPERTIES LLC 1223 SHELBURNE RD #C5 S BURLINGTON, VT 05403 Owner of Record JOHN S ADAMS SUZANNE N ADAMS 126 WHITE WATER CIRCLE WILLISTON, VT 05495 Owner of Record GREEN & COIL LLC 78 CURTIS AVE BURLINGTON, VT 05401 Owner of Record SOPHER FAMILY LLC 800 Crosswind Road Charlotte, VT 05445-4442 3/6 FARRELL DISTRIBUTING Ajoiners List S Holmes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE D6 Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE D7 Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE D8 Parcel ID # 1540-1233D Property Location: 1233 SHELBURNE RD SUITE D9 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE El Owner of Record SOPHER FAMILY LLC 800 Crosswind Road Charlotte, VT 05445-4442 Owner of Record ARROW TECH ASSOC INC 1233 SHELBURNE RD STE D7 S BURLINGTON, VT 05403 Owner of Record SOPHER FAMILY LLC 800 Crosswind Road Charlotte, VT 05445-4442 Owner of Record SOPHER FAMILY LLC 800 Crosswind Road Charlotte, VT 05445-4442 Owner of Record G & K HOLDINGS LLC 1233 SHELBURNE ROAD UNIT E-1 S BURLINGTON, VT 05403 4/6 !� FARRELL DISTRIBUTING } Ajoiners List 5 Holmes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E3 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E4 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E5 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E6 Parcel ID # 1540-1233E Property Location: 1233 SHELBURNE RD SUITE E7 Owner of Record RICHARD W FLOOD TEENA M FLOOD 270 SOARING HAWK LN CHARLOTTE, VT 05445 Owner of Record MARK D HILL TRUST 1233 SHELBURNE RD E-4 S BURLINGTON, VT 05403 Owner of Record RICHARD L LOWREY SR SUSAN LOWREY 1233 SHELBURNE RD SUITE E5 S BURLINGTON, VT 05403. Owner of Record STEPHEN D ALLEN ANITA B ALLEN 87 E SPRING ST WINOOSKI, VT 05404 Owner of Record STEPHEN D ALLEN 25 Manseau Street Winooski, VT 05404-1547 5/6 FARRELL DISTRIBUTING Ajoiners List 5 Holmes Road, S. Burlington, VT — Tax Map Parcel 0870-00005 Date: 02/26/2015 Parcel ID # 1540-1233F Property Location: 1233 SHELBURNE RD SUITE F Parcel ID # 1540-01301 Property Location: 1301 SHELBURNE RD Parcel ID # 1540-01325 Property Location: 1325 SHELBURNE RD Owner of Record MARGARET S EASTMAN TRUST THOMPSONS POINT RD CHARLOTTE, VT 05445 Owner of Record LEWIS FAMILY PARTNERSHIP LLP 1301 SHELBURNE RD S BURLINGTON, VT 05403 Owner of Record DAVID LEWIS MANAGING PARTNER P O BOX 4511 BURLINGTON, VT 05402 6/6 FARRF=LL D I S T R I B U T I N G r " PROVIDING PREMIUM BEVERAGES FOR OVER 80 YEARS February 6, 2015 To: 5 HOLMES ROAD, SOUTH BURLINGTON, VT 05403 t' 802.864.4422 f 802.864.9878 W W W,FARRELLDISTRIBUTING.COM QUALITY I SERVICE I COMMUNITY Farrell Distributing (FDC) is requesting permits to allow us to build an addition to our existing facility and make some site modifications. Although the beverage business in Vermont has not grown in volume, the consuming public has demanded greater selection. The addition of many new craft brewers and wineries has created a situation whereby FDC has to have greater warehousing capacity and greater efficiencies in our warehousing procedures. The project we are proposing is related to our need to carry a greater selection and not due to volume growth. Currently FDC loads and parks delivery vehicles in our current warehouse space. In order for us to gain more usable warehousing space to support an increasing number of items we must build an addition for the purpose of loading and storing our delivery vehicles. As part of this process we intend to convert existing inside docks to outside docks in an effort to greatly improve our energy usage for heat. Other benefits we anticipate in our plans include an opportunity to improve the aesthetics of our facade, create safer traffic / pedestrian ways and update our fueling island. FDC currently employs 165 people at its South Burlington location. This number is not expected to change in the near future. Of these 165 employees roughly 100 currently work in or from the facility on a daily basis. The balance of employees work in the market and do not visit the office daily. The following page has an estimate of the daily trip ends FDC experiences in a day. This number has decreased from its peak in the 1990's and is forecasted to stay flat for the foreseeable future. Based on our business climate and activities, this proposal will not result in any change to our current traffic, water usage or wastewater discharge. The proposal for additional parking spaces and new truck entry is a result of our desire to improve the safety of our facility by separating automobile and truck traffic. Currently the two intermingle on entrance and exit and some employees park in front of our loading bays where large tractor trailers swing around preparing to enter the building. Tractor trailers are also forced to park in front of our main parking area from time to time while they wait for a door assignment making traffic movement difficult. Traffic (Trip Ends) Estimates Time Frame # Type Description In / out 6:00 am- 8:00 am 58 autos FDC Employees in 4:30am -5:00 am 30 autos FDC Employees in 2:30pm - 3:OOpm 10 autos FDC Employees in 4:30pm - S:OOpm 11 autos FDC Employees in 3:OOpm - S:OOpm 58 autos FDC Employees out 12:OOpm - 3:OOpm 30 autos FDC Employees out 12:30am - 2:30am 10 autos FDC Employees out 3:30am - 5:30am 11 autos FDC Employees out 8:OOam-5:OOpm 15 autos / light trucks Guests / other in 8:OOam-5:OOpm 15 autos / light trucks Guests / other out S:OOam - 7:OOam 25 Trucks / Trailers FDC Delivery out 10:OOam - 3:OOpm 25 Trucks / Trailers FDC Delivery in 7:OOam - 4:OOpm 10 Trucks / Trailers Other in 7:OOam - 4:OOpm 10 Trucks / Trailers Other out Total Trip Ends daily 318 Sincerely, Todd Bouton Director of Operations ray From: Chris Galipeau <cgalipeau@cea-vt.com> Sent: Tuesday, March 24, 2015 2:00 PM To: ray Subject: RE: Farrell Distributing Hi Ray — The proposed canoy is 576 S.F. ( 24' x 24'). Deck = 1339 S.F. Width = 14'-3" length along front = 53' —10 %" (measured along outside of deck) Length along the side of building 53'-10 %" (measured along outside of deck) Let me know if you need anything else. Thanks Chris. Christopher Galipeau Staff Engineer Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, Vermont 05403 Phone: 802-864-2323 x307 Fax: 802-864-2271 e-mail: cgalipeau@cea-vt.com From: ray [mailto:ray@sburl.com] Sent: Tuesday, March 24, 2015 1:21 PM To: cgalipeau@cea-vt.com Subject: Farrell Distributing Chris, What is the size of the gas canopy and the new deck? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitv.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. Farrell Distributing T J Boyle LA 3/27/15 The landscape plan looks fine. There are a fair number of 6-10 inch existing trees being removed so the landscape budget may need to be checked to make sure it is adequate Prepared by T.J. Boyle Associates, LLC FARRFLL DISTRIBUTION PLANTING SCHEDULE February 2015 Trees Qty. Code Scientific Name Common Name Size Spec Notes Unit Price Installed 5 AC ACER campestre Hedge Maple 2.5" cal. B&B $ 208.00 $ 2,600.00 4 AFAB ACER x freemani'Autumn Blaze' Autumn Blaze Maple 2.5" cal. B&B $ 282.00 $ 2,820.00 3 BNH BETULA nigra'Dura Heat' Dura Heat River Birch 10' Ht. B&B $ 146.00 $ 1,095.00 8 CVWK CRATAEGUS viridis'Winter King' Winter King Hawthorn 2" cal. B&B $ 156.00 $ 3,120.00 2 GTH GLEDITSIA U. 'Halka' Halka Honeylocust 2.5" cal. B&B $ 178.00 $ 890.00 1 MLR MAGNOLIA Iiliflore 'Ricki' Magnolia Ricki 6' Ht. B&B $ 160.00 $ 400.00 2 PG1 PICEA glauca White Spruce 8' Ht. B&B $ 145.00 $ 725.00 2 PG2 PICEA glauca White Spruce 10' Ht. B&B $ 269.00 $ 1,345.00 1 PP PICEA pungens'Saby Blue Eyes' Baby Blue Eyes Blue Spruce 5' Ht. B&B $ 137.00 $ 342.50 9 TOT THUJA occidentalis'Techny' Mission Arborvitae 5' Ht. B&B $ 43.00 $ 967.50 2 TCG TILIA cordata'Greenspire' Greenspire Linden 2.5" cal. B&B $ 178.00 $ 890.00 1 QP QUERCUS palustris lPin Oak 2.5" cal. I B&B I $ 250.00 $ 625.00 6 ZS ZELKOVA serreta'Green Vase I Green Vase Zelkova 2" cal. I B&B I $ 181.00 $ 2,715.00 Sub -Total $ 18,535.00 Shrubs Qty. I Code Scientific Name Common Name Size Spec Notes wholesale installed 25 IGD ILEX labra'Densa' Dense Inkbe 4' Ht. B&B $ 115.00 $ 7,187.50 5 JVSG JUNIPERUS chinensis'Sea Green' Sea Green Juniper 30" B&B $ 34.50 $ 431.25 6 JVGO JUNIPERUS virginiana'Grey Owl' Grey Owl Juniper 24" B&B $ 26.75 $ 401.25 3 SNS SPIRAEA nipponica'Snowmound' Snowmound Spirea 24" B&B $ 20.00 $ 150.00 Sub -Total $ 8,170.00 Bio-Swale Island Qty. Code Scientific Name Common Name Size Spec Notes wholesale installed 19 AN ASTER novae-angliae New England Aster Clump #2 Cont. $ 6.50 $ 259.35 30 EP ECHINACEA purpurea Purple Coneflower Clump #2 Cont. $ 6.50 $ 409.50 28 HE HELIOPSIS helianthoides Smooth Oxeye Clump #2 Cont. $ 7.00 $ 411.60 20 HB HEMEROCALLIS'Ann Warner, Baja' Happy Returns Daylilies Clump #1 Cont. $ 4.60 $ 193.20 20 HIM HEMEROCALLIS'Stella D' Oro, Ruby Red' Da flies Clump #1 Cont $ 4.60 $ 193.20 20 SS SCHIZACHYRIUM scopanum Little Bluestem Clump #2 Cont. $ 8.10 $ 340.20 Sub -Total $ 1,807.05 Total Planting: $ 28,512.05 Trees and Shrubs Only: $ 26,705.00 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning ��0 10470 southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT Tuesday, April 7, 2015 7:00 p.m. I. Additions, deletions, or changes in order of agenda items. 2. Comments and questions from the public not related to the agenda. 3. Announcements 4. Continued conditional use application #CU-15-01 of Richard B. White to expand a nonconforming single family dwelling to 2,574 sq. ft. by constructing two (2) additions of 5' X 8'-10" & 19' X 19'-6" and constructing a 19' X 27' 2-story detached accessory structure to contain a 772 sq. ft. accessory residential unit, 56 Central Avenue. 5. Continued reopened final plat application #SD-15-02 of Halvorsen Development to amend a previously approved planned unit development consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel. The amendment consists of; 1) razing the 275 seat restaurant building, 2) constructing 11,242 sq. ft. retail building, and 3) constructing a 10' X 55' detached accessory structure, 1 Dorset Street. 6. Sketch plan application #SD-15-07 of Robert Audette to subdivide a 9,607 sq. ft. lot off from a 770 acre parcel developed with an airport, 1200 Airport Drive. 7. Master signage permit application #DR-15-01 of 20 San Remo Drive, LLC to establish the initial master signage design parameters for all future signs on the property, 20 San Remo Drive. 8. Site plan application #SP-15-10 of Farrell Distributing Corporation to amend a previously approved plan for 138,660 sq. ft. warehouse & distribution facility for a wholesale business. The amendment consists of: 1) constructing a 25,316 sq. ft. addition, 2) constructing a new gas fueling canopy, 3) constructing a second story deck with outside stairs, and 4) site modifications, 5 Holmes Road. 9. Minutes of March 4, 2014, February 17, March 3, & 17, 2015. 10. Other business. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. South Burlington Development Review Board Meeting Participation Guidelines The Development Review Board (DRB) presents these guidelines for the public attending Development Review Board meetings to insure that everyone has a chance to speak and that meetings proceed smoothly. The DRB is a Quasi -Judicial Board that oversees the approval of development projects within the City. It is made up of citizens appointed by the City Council. The role of the DRB is to hear and review applications for development under the applicable regulations. The DRB can only approve applications that comply with the applicable bylaw or state law, and the board can only levy conditions that are permitted under the bylaw. By the same token, if a project meets the applicable bylaw criteria, the DRB is bound by law to grant the approval. 1. The Board asks that all participants at meetings be respectful of Board members, staff, applicants and other members of the Public present at the meeting. 2. Initial discussion on an agenda item will generally be conducted by the Board and the applicant. As this is our opportunity to engage with the subject, we would like to hear from all Board members first. After the Board members have discussed an item, the Chair will open up the floor for public comment. Please raise your hand to be recognized to speak and the Chair will try to call on each participant in sequence. 3. Once recognized by the Chair, please identify yourself to the Board. 4. If the Board suggests time limits, please respect them. Time limits will be used when they can aid in making sure everyone is heard and sufficient time is available for Board to hear all items on the agenda. 5. Side conversations between audience members should be kept to an absolute minimum. The hallway outside the Community Room is available should people wish to chat more fully. 6. Please address the Chair. Please do not address other audience members or staff or presenters and please do not interrupt others when they are speaking. The Chair will direct responses from applicable people as needed. 7. Make every effort not to repeat the points made by others and keep your comments germane to the issue before the board. 8. The Chair will make reasonable efforts to allow everyone who is interested in participating to speak once before speakers address the Board for a second time. 9. Comments may be submitted before or during the course of a single or multi -meeting public hearing to the Planning and Zoning Department. All comments should identify what application the correspondence is in reference to. All written comments will be circulated to the DRB and kept as part of the official records of meetings. Comments must include your first and last name and a contact (e-mail, phone, address) to be included in the record. 10. Please note that once a public hearing has been closed by the DRB, no further comments can be accepted, in accordance with state law. Civil Engineering Associates, Inc. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 LETTER OF TRANSMITTAL Date: To: 7 tllllwl� eL -, 17 �z From: Pro ject(s): Description: S7 *1 e-wl w '71 Message: Copies To: 64-� South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 March 25, 2015 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Proposed Expansion Project — Farrell Distributing 5 Holmes Road Dear Ray: Myself and Deputy Chief Francis have reviewed the site plans for Farrell Distributing at 5 Holmes Road. This is for their proposed expansion project. We have the following comments: 1. The fire hydrant relocation plans are good. 2. Fire Department access is good. 3. Landscaping plan does not seem to interfere with fire department access and Emergency equipment deployment. 4. Building plans should be approved by the South Burlington Fire Marshal prior to any construction. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Douglas S. Brent Fire Chief -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) January 18, 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 party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660) Justin G. Johnson, Commissioner Department of Environmental Conservation AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 PUBLIC NOTICE PUBLIC COMMENT PERIOD: January 7, 2011 -January 18, 2011 PERMITTEE INFORMATION PERMITTEE NAME: Farrell Distributing Corporation PERMITTEE ADDRESS: 5 Holmes Road South Burlington, VT 05403 GENERAL PERMIT NUMBER: 3-9010 PERMIT NUMBER: 3095-9010.R PREVIOUS PERMIT NUMBER: 3095-9010 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Unnamed tributary of Lake Champlain EXPIRATION DATE OF AUTHORIZATION TO DISCHARGE: Ten years from issuance date of final permit DESCRIPTION: This is a draft authorization to discharge proposed for issuance to Farrell Distributing Corporation for the discharge of stormwater runoff from the Farrell Distributing office, warehouse and distribution facility located in South Burlington, Vermont to an unnamed tributary of Lake Champlain. The means of treatment include grass lined swale, detention pond, overland flow, and sand filtration basin. 5/8" CRF 0.2, BG #2 Holmes Rd. DS, LLC �,. 1296 Shelburne Rd. David M. Farrell Trust — \ P°we"'na Ease. 25'Wide GMP E"1 - -� Burlingta' Power Poles _� - To rT GRID _ — (TYP•) _ - ,Lln- - - Legend - — ---8—� , _ _ 5 8" IPF 67 t 21 E2 20 wrdease d--� ySee Note 3M 5 Og•3-'19 PIPE/ROD FOUND I City of S. Bud. Ease. Inc. 2�39.- CMF ; : 4" CONCRETE MONUMENT FOUND I 25 GMP E-1 _ - — - Vermont Railway, N OB'45'22 _ —� 4,0_ _IRON = _ \ _ So mwarer E 3 .11 11 IRS ® IRON ROD PROPOSED David M. Farrell Trust 0 UNMARKED ANGLE POINT Vol. 375 Pg. 615 40. N 06 24 � — it .EASE' ? t 2d-e y 44 `a, UTILITY POLE 5 07,14'S3" E p 7� _ _ I AG, BG ABOVE, BELOW GROUND '22'�5" E 111.88' IRP m _ S p8® — SUBJECT BOUNDARY 220.22�- _ — — — — 20'Sewer — PROPERTY LINE ADJUSTMENT — , — — Sewer Eese. — — - — m Ease CItyJ — — ;,,I Pond E2 2a W/da BuJdmg I -2 — OTHER PROPERTY LINE (APPROX.) #15Holmes Rd. al 1:1 of S. Bud. Houme.7 Road — — — —EASEMENT or RIGHT-OF-WAY Properties, Inc. T E-3 EASEMENT NOTE Vol. 295 Pg. 3B2 IRP �L 5 ;�/ EXISTING 2.11 Ac. ham' �ry h l o EXISTING 1.Ac. ADJUSTMENT -0.52 Ac. `' '� 0 ADJUSTMENT + 0.5252 Ac. n n \ •J PROPOSED 1.59 Ac. m PROPOSED 13.41 AC. CMF, Off Lne 199 IRP ? (Not Use 32 O V 5 06.39' 15 E Ad)us6nen(Area Pond u, 1195 Shelburne Rd. \A IIIRP Snaded) #5 Holmes Rd. I David M. Farrell Trust v lines to 6e Disso ved D.M. Farrell & Vol. 375 Pg. 615 o _ _ N 0829 = S. McConaughy 261 Vol. 322 Pg. 320 I CMF, Flush Ref. Plat - Survey Notes - Broken 1. Purpose of this survey and plat is to depict a proposed 1 boundary adjustment between lands of D.M. Farrell & S. I McConau h Vol. 322 P 320 and those of Holmes Road r "t PROPOSED 0.52 ACRES FROM` Properties., Inc. (Vol. 295 Pg. 362). This adjustment will result in mJjN FARREL & McGONAUGHY TO the conveyance of 0.52 acres from land of Holmes Road (Al £� HOLMES RD PROPERTIES I Properties to Farrell & McConoughy. M I 2. This boundary adjustment is based on our field survey during O September, 2014 utilizing an electronic total station. Bearings CMF, Flush shown are from Grid North, VT Coordinate System of 1983, 0 1" IPF, Flush 4 Broken derived from our GPS observations on or adjacent the site. 0.09' 17n' — — 59539' 49.g9 S 04'46.37" M; �. _ CMF 3. Railroad right of way was acquired by State of Vermont on Fire Station S 04'20'59" W 3'36'53" E 0.8, AG Jan. 1, 1964 (Vol. 63 Pg. 501) and leased to Vermont Railway, o cMF, FlOsn Inc. (Vol. 299 Pg. 105). Location is based upon our analysis of FS�C-I'tyl.-gtsrl roen 1893 railroad plans (Reference Map "B"). Held centerlines of f!track and culverts at Stations 105+96 and 170+55.6. Minor changes in right of way alignment are possible should the 1233 Shelbume Rd. A Vol. 214 Pg. 346 I monument be recovered in future. Alignment shown varies r-- - _ 1307 Shelburne Rd. "Lakewood Commons" Lewis Family Limited somewhat from some previous neighboring surveys and some Condominium neighboring monumentation found. I Partnership Vol. Pg. _ Vol. 467 Pg. 613 Ref. Map D I 4. A 60 wide strip of land underlying Holmes Road, from I I Shelburne Road to the RR R.O.W., was conveyed to the Town of South Burlington in 1969 by deed of J.A. & L.A. Canavan, - Easement NOteS - recorded in Volume 91 at Page 217. E-1. An easement (typically 150' wide) serving Vt Transco (VELCO) for transmission lines westerly of (and approximately parallel with railroad) extends into subject property as shown. E-2. 20' sewer easement serves City of South Burlington. Ref. Map "B". E-3. Buried stormwater outfall from detention pond crosses Farrell/McConaughy. No record of easement found. I - Location Map - NOT to SCALE - Referenced Plats or Plans - AA. "Boundary Survey - Allenwood Property' - David M. Farrell Trust" last revised December 18, 2008 by Civil Engineering Associates, Inc. Not of Record. A. "Location Plans of the Rutland Railroad - Volume 1", circa 1845-1893. State of Vermont Public Records Division. B. "Plan of Sewer Easement - Shelburne Road - No. 7, dated February 6, 1969 by "W.J.S.", recorded Map Slide 97-5, South Burlington Land Records [SBLR]. C. "Thomas A. Farrell Property - "East O' Lake Inn Parcel"", last revised January 19, 1965 by G.E. Bedard, Inc. Recorded Map Slide 176-5, SBLR. D. "Plat of Survey of Lakewood Commons", last revised August 31, 1988 by Trudell Consulting Engineers, Inc. Recorded Map Slide 215-3, SBLR. E. "Property Plan Joseph A. & Lorraine A. Canavan", revised date August 15, 1969 by W. Robenstien, LS, recorded Volume 80, Page 121, SBLR. F. "Propsed Building Site for Swift Company - Canavan Property", dated May 22, 1970 by Engineers Inc. of VT, recorded Volume 80, Page 149, SBLR. GRAPHIC SCALE APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON Ion 0 50 1. 200 400 CITY OF SOUTH BURLINGTON, VERMONT, AT THE - EMEN AY OF _ 20_ SUBJECT AND CONDITIONS OF SAID RESOLUTION. H O'CLOCK ON THE DAY OF 20_ REQ&ISIGNED THIS DAY OF , 20 ( IN FEET) ATTEST: CITY CLERK BY CHAIRPERSON 1 inch = 100 ft. To the best of my knowledge and belief this plat depicts the results of a survey conducted by me as described in "Survey Notes" above, based upon our analysis of land records and evidence found In the field. Existing boundaries shown are in substantial conformance with the records, except as noted. This plat is in substantial compliance with 17 VSA 1403, "Recording of Land Plats". This statement valid only when accompanied by my original signature and seal. Timothy R. Cowan VT LS 597 PF� o1f�$\20�6 Date ICh'k'dl Revision Drawn by MAB Date JAN. 28 2015 Checked by AM Scale 1" =100' Approved by TRC Project No. 14186 Boundary Adjustment Survey Between Lands of. D.M. Farrell & S. McConaughy and of Holmes Road Properties, Inc. Numbers 5 & 15 Holmes Road, South Burlington, Vermont CIVIL ENGINEERING ASSCICIATES. IMC, gA 1 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX. 802-864-2271 web: www.ceavt.com :ueTHcOHT C) 2015 - ,vc RIGHTS HsssHTso SHEET 1 of 1 - SITE ENGINEER: SAW -CUT �- _ - EXISTING �� \ _ _ - ' " - CIVIL ENGINEERING ASSOCIATES, INC. _ RECONSTRUCT ""/ x -- -. -Y 10 MANSFIELD VIEWLANE SOUIH BURLINGTON, W 05403 NEW UNDERGROUND PAVED AREA _ 140 - sIa PF _ - I zaBa zzrl - 802-Bba 2323 FAM a0 wea. www.ceaN cam STORAGE TANKS WITH _ CONCRETE PAD PAD NEW GAS CANOPY /-�'-135 CONCRETE PAD / — — /41 ''.� --A--- - sSoRMWArER — 1aoRmRAP _ �,�r,-�.y. A_ MAB � � 1353�� '"� 40 145 y I _ - - — 140 _ CJG - 15,:..::. 1a5 I CJG 40 _ ! OWNER: .�..._ " - 49- ' P•a tt •� •.., . 1 0 FARRELL •'�IIL.:. NST UCi... s�-�� _ I I \ :�\�•''\ �.�?. �TasA ��� NEW _ (/ \ 1 .. 730 �'�\:"tl —`_ — �CISTIrIGTRucK / PAVEMIT 7-:" EXISTING DISTRIBUTING f 140 / y.- -- _ /f � _ — _ _ - _ 3CgL AND SHED o l- �. \ 11 !+ ' I SftrNaAU1LDING TO B� REMOVED T r.. `•, Iw..a.-.i46•- A 1 l BUILDING 'i r 135 ; , '/ CORP. I y�spy IT ^ 'to EGREmO EO 145 L. t F.F. = 1 49.6 ' \ , ajD/ 'J Bou1.DEas Imo. NEW PAVEMENT mucKs DoeK 11 I I. \r-145 SOLI HOLMES BURLINGTON 40 I TI N G i -150 — VERMONT EXIS BUILDING 777HATCH / O�LAnp P THRESHOLD 154.7 `4• i ' CorvGRt It wuL / x30 4� 1 J (TOP OF CONCRETE) PROJECT: 1 I i I �oHo Ele mn / FI,FI iii ELEC BOX PtNaPS • ses PROPOSED EMPLOYEE 911nN. I NEW RAMP 1 / / f �,y{y �MiOPoNG AMl I BREAK AREA I o. / �{1'4q� II PEDGRTAf OUEUNGAREA/ - .� n� LANDSCAPE AREA I I� S=0.05 /•'� PROPOSED SITE I s .>•: P ` REMOVE EXISTING ..� rv.WLeox 1 NCLL CONCRETE SURFACE WITH _ /t 'NEW BLOCK IMPROVEMENTS I 1 1 NEW BIT PAVEMENT 7F y RETAINNING WALL - �--- 9 EXISRNG TRUCK PARKING SHED 6 .r 75 MODIFY EXISTING \ FARRELL r.--- THRESHOLD=150.8 cO STORMWATER POND PROPOSED THICKENED PPV �.p '� / \ \ DISTRIBUTING I 11g5 •-o-� 145 �� -I 1 CONC. SLAB PROPOSED THICKENED 'so 163 ExIS-G NEW PAVED ENTRANCEI I I L (SEE DETAILS) CONC. SLAB ;... \ - u' IT waiEa /'� (SEE DETAILS) 7 5A'-"^� STONE LINE POND CORP. \ ESS XMIN.THICKN �+ EXISTING BUILDING - �T}iRESH'\' OLD 1546 POND BOTTOM P, j 1 I ` -- u6'1 yIMNC,sViL !nv <>OR nooRs) / I ELEV.=141.0 1 r4 a 5 HOLMES ROAD PROPOSED LOT 1 0 -++T i - PROPOSED 25222 S F U SO TH BURLINGT ON THRESHOLD1548- ..�� i/ '• t ADJUSTMENT � 'w + RErnPunc WA 55 ADom 4. VERMONT CONC.SEE ARCHITECTURAL PLANS A RASFGRMER '+ A GE OF EXISTl uNasc wED orvc. 11-FF-150 6 1 I J Q .. '' �"' pAVEMENTT E AREA A.c. urvlr �Ev " I I 4 3 'GUT NEW � REMO -� STONE LINED SWALE �. EbGE OP PAV T BIKE Pa9aNG PROPOSED EMPLOYEE ✓, / / " i BREAK AREA -SEE _ STONE CHECK DAM I /1 MONITORING LANDSCAPING PLAN FIRE SERVICE C°NNEC aV \ - �, WA t�0 MIN. 12' HIGH PROPOSED STONE WALL t50 I gJ�T f,. OR MODULAR BLOCK SYSTEM LOCAnoN P_'LEPNONE DESTAL _ NEW SIDEWALK EXTENSION 4 4 6 6 155 ' ry FucPOEE PROPOSED PROPERTY LINE 1`5 j-- LEGEND 07 I _. ..". . I_ 65-" - j'/'•' �F _ PROPOSED SETBACK LINE _ 1m PROPOSED CONTOUR NEW PAVEMENT / .,. 170 O , • / " ,� - / _ 175 PROPOSED CURB NEW PEER -` / — ry �1BOj� PROPOSED FENCE z,..... A _AA NCAPING TREES / - 175 I+• )i Rou R - •' 5 - ..•' i • n �, •^'".," _ _EOCE orwGOPs - " �t6 (MIN.30'APART) ' •" / ,. ,� PROPOSED GRAVEL LOCATION MAP N, PROPOSED PAVEMENT OVM AN SHI ERLAY X� C - / / r ,,. „CONGRETE RB ISUIND ' ,� , / . , / 160 ^' • .' I-. ".. 1" EXISTING I _ - - ;, .•- <.` ''_'" - ... WITH,MIN.2 �/ //r!/',•� C "• '—'—^—^�• PROPOSED GUARD RAIL PAVEMENT 1, / _ .Y4�iYAI.L... ,. e•'YnPSOICj-jTY / .�.w` M' ^" J" " _ 155 .' ," �, r tTO. PROPOSED ELECTRIC 66,035 S.F. • . _ _• / , .` o4re cT¢ca® xevlSlon • ,1r— : .. BWALE / r / i"-f•„�c,- -... -tr }-Ili—"' „• „�.-... CAR PROPOSED FOSCEMAIN w" PROPOS ED I / F a/ o PROPOSED STORM WIDEN EXISTING I I s I I I I PROPOSED GRAVITY SEWER PROTECTENTRANCE TO 40'. PROPOSED TELEPHONE EXISTING 1 REMOVE EXISTING LIGHTS (3 TOTAL) TREE REPLACE - SEE LIGHTING PLAN 1 I w PROPOSED WATER I EXISTING LANDSCAPE ISLAND I I "'— PROPOSED SWALE RE TO BE MOVED & REPLACED WITH NEW BIT. PAVEMENT I i PROPOSED SEWER MANHOLE PROPOSED STORM MANHOLE I I O p. PROPOSED CATCH BASIN Q PROPOSED WELL PROPOSED I I PROPOSED HYDRANT PROPOSED SHUT OFF CONDITIONS SITE 1 I PROPOSED UTILITY POLE PLAN D.M. FARRELL & S. McCONAUGHY D.M. FARRELL & S. MCCONAUGHY HOLMES ROAD PROPER7Y, INC. HOLMES ROAD PROPERTY, INC. 11-0 PROPOSED LIGHT POLE DIMENSIONAL SUMMARY PARKING SUMMARY DIMENSIONAL SUMMARY PARKING SUMMARY M�1 PROPOSED EDGE OF BRUSH/WOODS • REAAR SET EXISTING PROPOSED EXISTING REO,D. EXISTING PROPOSED TRUCK CAR TRUCK CAR REQ'D. EXISTING PROPOSED TRUCK CAA El CONCRETE MONUMENT SET LOT AREA 40,000 SF 12.9 Acres 13.4 Acres FRONT YARD 9 91 9 130 LOT AREA 40,000 SF 2.11 Acres 1.6 Acres FRONT YARD 9 11 mre n1uwD+c mlemse FRONT SETBACK -30' 336 338' REAR & SIDE YARD 49 18 10 5 FRONT SETBACK 30' 91, 91, REAR & SIDE YARD 0 0 GRAPHIC SCALE SIDE SETBACK 10• 68. 68, BUILDING INTERIOR 0 0 18 0 SIDE SETBACK 10, 57' 57' TOTAL 9 11 xe scar REAR SETBACK 30' 87' 35' TOTAL 58 •109 37 135 REAR SETBACK 30' 97' 40' /1 L^ • o BUILDING COVERAGE 40% 26.9% 29.9% BUILDING COVERAGE 40% 10.9% 14.5% ( IN FE6T) 1" = 50' (V_ ANS LOT COVERAGE 70% 58.2% 63.3% LOT COVERAGE 70 % 29.2 % 38.7% L iaoh - 50 N. PROGRESS PLrna. no. LOT FRONTAGE COVERAGE 30% 16.2% 27.6 % LOT FRONTAGE COVERAGE 30 % 21.3 % 26.5% 0111912015 14186 CIMARRON [Call_ CL1-A-90L-U-5K-3-DB LED 61 Job Type FARRELL DIST SPECIFICATIONS Construction: • Stylish vertically finned die-cast solid top housing for maximum heat dissipation; Stops collection of unsightly debris from gathering on top of the housing • Rugged lower die-cast aluminum heat sink accelerates thermal management and optimizes PCB and optical performance • Separate optical and electrical compartment for optimum component operation • One piece die cut silicone gasket ensures weather proof seal around each Individual LED for IP65 rating • Backlight Control (BC) option available for 85% spill light reduction, doesn't change fixture appearance or EPA, recommended for Type III and Type IV distributions • Stamped bezel provides mechanical compression to seal the optical assembly • Complements the Hubbell Southwest series of outdoor fixtures • Weight - 45.0 pounds, EPA -1.3 fta • Features exclusive wiHUBB technology -Wireless system for On/Off and 0-1 OVDC full range dimming control -Programmable autonomous operation Optics: • Choice of 32 high brightness LED configurations with individual acrylic lenses specially designed for IES Type 11, III, N and V distributions • CCT: 5000K standard, 4000K and turtle friendly Amber LED options • CRI: 70 S1 • Drivers have greater than 90% power factor and less than 10%THD • Optional continuous dimming to 10% or dual circuitry available • LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery • 1050 mA driver available with 90L configuration for Increased lumen output • LED electrical assembly, including PR devices, consumes no power in the'off' state • Surge protection of 1OKA 8/20 pSec wave; clamping voltage of 320V & surge rating of 273J • Long life - 60,000 hours "0 at 40°C) Installation: • Two die-cast aluminum arm designs are available providing maximum design flexibility • The decorative arm offers a sleek upswept look while the straight arm follows the housing's contoured lines for continuity of style • Fixture ships with arm installed for ease of Installation and mounts to #2 drill pattern • Wall bracket, mast arm fitter and pole acces- sories are also available allowing easy mounting for virtually any application FINISH • TGIC thermoset polyester powder paint finish applied at nominal 2.5 mil thickness WARRANTY Five year limited warranty (for more information visit: httD://www.hubbelloutdoor.Gom/resources/ Approvals PRODUCT IMAGES) 90 LED 3/4 VIEW 11-W'LED - ,r Wy 61: 60 LED—�oEfl DIMENSIONS Electrical: warranty/ Straight Arm E • Universal Input voltage 120-277 VAC, 50/60 Hz LISTINGS —7 • Integral step-down transformer for 347V & 480V • Listed to UL1598 and GSA G22.2#250.0-24 for A 0 • Ambient operating temperature -30' C to 40" C wet locations 1 __�U pV Y��V yy y • Automatic thermal self-protection • DLC listed • IDA approved • IP65 B CERTIFICATIONS/LISTINGS A e c D G. �ESI6,; s "atzN 116NiS -`: Ighting J 63/4" 213/4" 16" 6518" COF ""' facts 1frW 171mm 552mm 406mm 168mm 6 5/16" 5 5/8" 6 1/8" 160mm 143mm 155mm ORDERING INFORMATION ORDERING EXAMPLE: CL1-A-90L-U-5K-3-DB-RPA3 CL1 — A — 90L U — "KL3:] — — DB CLt Cimarron LED 90L 90 High brightness LEDs Ua Universal 120V-27N, 4K 4000K Leave blank for BC6 Backlight control 60L 60 High brightness LEDs 50/60 Hz 5K 5000K 7001(standard) BL1aa Bi-level control 30L 30 High brightness LEDs 5 480V, 60 Hz AM Amber (590 pm 105 1050 mA (use with CIF Continuous dimming F 347V, 60 Hz available for 90L only for higher MOUNTING "Tudle Friendly' lumen our" WB Wall bracket p Arm mount construction (6" straight E r . 22OV, 50 Hz applications RPA3 3" Round pole adapter rigid arm Included &acceptable for 90° RPA4 4" Round pole adapter AO Decorative arm mound const (6" decors - configurations)) �l / XT q I2 (consult factory) ) BL Black � DB Dark Bronze f r RPA5 5" Round pole adapter tive upswept arm Incl. & acceptable for / 2 Type II RPA6 6" Round pole adapter 90 configurations) "/�n WH White ° 9 ) O � U �j � �, � 3 Type III F(X)3-4 Fusing (replace X with MAF Mast arm fitter for mounting to standard (� V 4 Type IV GR 6ray voltage:1-120V, 2-208V, 2 3/8" mast arm bracket, includes 6" PS Platinum Sliver 3-24OV, 4-27N, 5-48OV, straight rigid arm nnn 5 Type V NEMA P) RD Red pR a NEMA Photo cell voltage: fade (prendumcolor) (� p FG Forest Green (replace X with voltage: U=120 277, 5=480, 6 =347) (premium color) WIH In -fixture wireless control CC Custom Color module Notes! 1-Far 90L. and 60L; N/A 347V & 480V • 2 - BL & CD cannot be combined 3 -Fuse option not available with universal voltage • 4 - Select F3 lusing option for 220V VG Vandal guard 5 - Photocell receptacle not available with BL option • 6 - Recommended for Type III and IV disbbutions only SPAULDING Spaulding Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. LIGHTING 0 2012 SPAULDING LIGHTING, All Rights Reserved • For more Information visit our websge: www.spauldinglighting.com • Printed In USA CLUE"PEC IM ENERGYSAVING DATA Rl rs Power Factor >.9 Total Harmonic Distortion 110% Note: Lumen values based on 50DDK OCT, 700 mA and 1050 mA, 25 Deg C ambient temperature, 8120112 ACCESSORIES r r CR-RPA3-XX' Round pole adapter for straight arm (31/4 - 33/4") CR-RPA4-XX1 Round pole adapter for straight arm (37/s - 41/2") CR-RPA5-XX' Round pale adapter for straight arm 5") CR-RPA6-XX' Round pale adapter for straight arm (6") CRD-RPA2-XX' Round pole adapter for upswept arm (23/4 - 31W) CRD-RPA3-XX' Round pole adapter for upswept arm (31/4 - 33/4") CRD-RPA4-XX' Round pole adapter for upswept arm (31/8 - 41/2") CRD-RPA5-XX' Round pole adapter for upswept arm (5") CRD-RPA6-XX' Round pole adapter for upswept arm (6") WB-CR-XX' Wail bracket TPLB-XX' Twin parallel luminaire bracket MAF-CL-XX" Horizontal mast arm fitter for 2 3/8" OD arm. Mounts to standard 6" arm (ordered with fixture) 1 Reptace XX with color choice, eg.: DR for Dark Bronze 2 when ordering poles, specify Pole Drill Pattern N2 3 Fixture most include standard 6' arm TENON TOP POLE BRACKET ACCESSORIES (23/8"DO tenon) (RSS version requires 4" round pore adapter) tenon adapter (4 at 90 tenon adapter (4 at 90 eg.: PHOTOCONTROL EQUIPMENT PTL-1 r r r Photocontrol - twist -lock cell (120V)r PTL-8 Photocontrol - twist -lock cell (120-277V) PTL-5 Photocontrol - twist -lock cell (48OV) PTL-6 Photocontrol - twist -lock cell (347V) PSC Shorting cap - twist -lock 2.50 —0—n 6.59 Ipr 3.4 1.88 T —3t� .89541.78i .62 MAF — HORIZONTAL MAST ARM FITTER POLE COVER POLE COVER FIXtUflE CASTARM m a — NUT PLATE ° ROUND POLE CASTADAPTER NUT PLATE i I i SQUARE POLE SCR— UPSWEPT ARM MOUNT COVER SQUARE & ROUND POLES Spaulding Lighting ° 701 Millennium Boulevard ° Greenville, SC 29607 ° Phone: 864-678-1000 SPAUI.DING LIGHTING Due to our continued efforts to improve our products, product specifications are subject to change without notice. ® 2012 SPAULDING LIGHTING, All Rights Reserved • For more information visit our website: www.spotddinglighting.com • Printed in USA POLE 2.25 .875 I 0.875 0.563 HOLE 2 HOLES #2 DRILL PATTERN FOR POLES CLILED-SPEC 8112 Warehousing H,lr42a���s d�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: 31 Average 1000 Sq. Feet GFA: 572 Directional Distribution: 25% entering, 75% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.32 0.09 - 1.66 0.67 uata Niot and tquation 1,100 1,000 900 800 a c u1 700 Q H 600 (> ( 500 m a`> Q 400 u H 300 200 100 0 -------------------'---- ------ ----- ---- ---------- ................ ................- --------•- ------------------ X X .' -••--------------------- -----------•--- -----, •---------------- — X--------- ------------- ---------------- .............. ------------ ---------------.------X............ ---•--•--> ----------------------------------------- -------------------- X X X X ............ .................. ...................--- .------------ X 0 1000 2000 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve Equation: Ln(T) = 0.64 Ln(X) + 1.14 3000 4000 ------ Average Rate R2 = 0.64 204 Trip Generation, 9th Edition 9 Institute of Transportation Engineers southr -oil PLANNING & ZONING March 20, 2015 Chris Galipeau Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 Re: Minor Lot Line Adjustment Approval #AD-15-02 — 5 & 15 Holmes Road Dear Mr. Galipeau: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on March 20, 2015 (effective 3/20/15). Please note the conditions of approval, including that the final plat plan must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by September 16, 2015) or this approval is null and void. If you have any questions, please contact me. Sinc rely, /ald']. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com c� 3533-S �275. southbur,1 ,11 tox1 PLANNING & ZONING Permit Number AD - (office use only) APPLICATION FOR MINOR LOT LINE ADJUSTMENT 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 by the Administrative Officer. 1) OWNER(S) OF RECORD (Name as shown on deed, mailing address, phone and fax #) D.M. Farrell & S. McConaughy 5 Holmes Road South Burlington VT. and Holmes Road Properties, Inc. 15 Holmes Road South Burlington VT 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) V.222 ,P.320 / V.295, P.362 3) APPLICANT (Name, mailing address, phone and fax #) Farrell Distributing Corporation 5 Holmes Road South Burlington VT. 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Applicant's legal interest in the proprerty is fee simple. 5) CONTACT PERSON (Name, mailing address, phone and fax #) Civil Engineering Associates, Inc Attn: Chris Galipeau - 10 Mansfield View Lane South Burlinaton VT 864-2323 x 307 5a) CONTACT EMAIL ADDRESS cgalipeau@cea-vt.com 6) PROJECT STREET ADDRESS: 5 Holmes Road South Burlington 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0870-00005 / 0870-00015 S) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Existing use is Wholesale Establishment, 11,995 S.F. office space and 126,665 S.F. warehouse storage. b) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) No Overlay Districts applicable. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 9) LOT COVERAGES FOR EACH LOT LOT #1 (Street Address): 5 Holmes Road South Burlington VT a) Building: Existing 25.9 % Proposed 29.9 % b) Overall (building, parking, outside storage, etc) Existing 55.9 % Proposed 61.9 c) Front yard along each street Existing 12.7 % Proposed 24.6 % (applies only to commercial property) LOT #2 (Street Address): 15 Holmes Road South Burlington VT d) Building: Existing 14.5 % Proposed 14.5 % e) Overall (building, parking, outside storage, etc) Existing 38•7 % Proposed 38.7 % f) Front yard along each street Existing 26.5 % Proposed 26.5 % (applies only to commercial property) 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 25' & 30' easement serving GMP, 20' sewer easement servina the Citv of South Burlinaton. 20' water easement servina Chamolain Water District. t1) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) There will be no extension, relocation, or modification fo Municipal Facilities as part of the is minor lot adiustment. 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the Land Development Regulations. Three (3) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. Applicant fees must be included. 2 Minor Lot Line Adjustment Application Form. Rev. 12-2011 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. SIGNATtJRE OF APPLICANT ATURE OF PROPERTY OWNER #1 SIGNATURE OF PROPERTY OWNER #2 Do not write below this line DATE OF SUBMISSION: / I have reviewed this application and find it to be: Complete nc plete nistrative Officer 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. Minor Lot Line Adjustment Application Form. Rev. 12-2011 1295 Shelbume Rd. Survey Note 2 David M. Farrell Trust .-�-- - `.� Powedlne EaseGag E - - - _ - _.-- Mai. Powerole e To 6udinglon VT GRID..� (T�) �, - - n Og----'- 'C• _-- Water Ease. 20' lM14de (C. W D.) R.R. R.O.W. E3 \pg _ -Legend - 5/8" IPr - 211 7 } _ '- - -- _-- _ Water Ease. ��-' ��-Variable W?dM 3-•19�E lPF/IRF;.F IRON PIPE/ROD FOUND _-,- 20'W1de (C.W.D.) ,-- See Note 3 5 - _ I �w10'W/de E3 "�- InC. ® �•-"--.243'99*`RC : -' CMF_.J 4" CONCRETE MONUMENT FOUND City fS. 8.4. E2 Power;aa e.ee. o 25'Gwae,a -6-"� Railway, Verm ant 08.45'zr" = -.- -_ :.-- . •� - I IRS® IRON ROD PROPOSED _ _ _ w 4,00 _�` Drain E \\�`� David M. Farrell Trust UNMARKED ANGLE POINT Vol. 375 Pg. ON 06'2401" - _ 20272'.. �- -_- ,_. - - 615 '�1 `a, unuTY Poc£ - To Shelburne _ _ S OT14'53" E 0.75=: -- -- -, IRP © WATER MANHOLE 5d/a' IRF l l 6.2' BG x - O 5ICRF 0.2 BG #2 Ho/mas Rd. DS, LLC B 0822 45 E _ ® WATER VALVE (NOT ALL SHOWN) ..� _ 4E; _ 20'Sewar ..T 220 22 Eas Cit AG, BG ABOVE, BELOW GROUND 2a Wade Bung E-2 Holmes Holmes Rd. vl �i - SUB,�CT BOUNDARY Holmes Road _ cya/s. saa. Properties, Inc. I PROPERTY LINE ADJUSTMENT Vol. 20 Pg. 362 IRP I / - OTHER PROPERTY LINE (APPROX.) EASEMENT or RIGHT-OF-WAY SWde L ®/ EASEMENT NOTE GMP f1-Referenced Plats or Plans - A EXISTING 2.11 Ac.,J e Ei o EXISTING 12.89 Ac. w \ ADJUSTMENT -0.52 Ac. F I ADJUSTMENT + 0.52 Ac. jN \ AA. Boundary Survey - Allenwood PROPOSED 1.59Ac. 1b PROPOSED 13.41Ac. ^Ig Property' - David M. Farrell Trust" last CMF, Off Line 2 v \ (Not Used) 199y3,12 E IRP ❑ m revised December 18, Inc.Not by Civil RP 5 OB'39 15" AdluetmentArea Porn u, 1195 Shelburne Rd. Engineering Associates, . Not of Record. (Sfreded) #5 Holmes Rd. $' Lines to be Dls-Ned D.M. Farrell & David M. Farrell Trust $ N 08.39 I I Vol. 375 Pg. 615 2a, 43' S. McConaughy Vol. 322 Pg. 320 CMF, FlushBrokI a I Ref Plat - Survey Notes - ahF, ( _ 1. Purpose of this survey and plat Is to depict a proposed boundary adjustment between lands of D.M. Farrell & S. T" McConaughy (Vol. 322 Pg. 320) and those of Holmes Road Properties., Inc. (Vol. 295 Pg. 362). This adjustment will result in the conveyance of 0.52 acres of land from Holmes Road to gj E 1 Properties to Farrell & McConoughy. ®I 1 2. This boundary adjustment is based on our field survey during September, 2014 utilizing an electronic total station. Bearings 0 CMF, Flue h shown are from Grid North, VT Coordinate System of 1983, 1' IPF, Flush Broken derived from our GPS observations on or adjacent the site. _ I -- --� 400.09, r�o 595.39' 49.89' S 04'46'37" Iy -'� — CMr 3. Railroad right of way was acquired by State of Vermont on F.SZ s o4'z0'ss" w - - S 83.36'53" E 0.8' AG Jan. 1, 1964 (Vol. 63 Pg. 501) and leased to Vermont Railway, o II cMF. F"ah Inc. (Vol. 299 Pg. 105). Location is based upon our analysis of s i Broken 1893 railroad plans (Reference Map "B"). Held centerlines of City ofS. track and culverts at Stations 105+96 and 170+55.6. Minor I Burlinn I I changes in right of way alignment are possible should the A Vol. 214 346 I 1233 Shelbume Rd. 1301 Shelburne Rd. monument be recovered in future. Alignment shown varies "Lakewood COR7mOn5" somewhat from some previous neighboring surveys s and some Lewis Family Limited Condominium neighboring monumentattion found. y I I Partnership Ref. Map D Vol. 467 Pg. 613 I 4. A 60 wide strip of land underiying Holmes Road, from I Shelburne Road to the RR R.O.W., was conveyed to the Town of South Burlington in 1969 by deed of J.A. & L.A. Canavan, - Easement Notes - recorded in Volume 91 at Page 217. Based our land record research and observations in the field the following recorded easements MAY affect one or both of the subject properties. U E-1. A 25' wide easement serving Green Mtn. Power Corp. (GMP) bound westerly by the railroad R.O.W. Volume 283 Page 349 (1989). E-2. A 20' wide sewer easement serving City of South Burlington. Volume 91 Page 122 (1969). E-3. A 20' wide water line easement(s) serving Champlain Water District. Volume 118 Page 134 (1974) and Volume 118 Page 302 (1974). (Note: Plotted per descriptions - actual water line appears to fall mainly within RR ROW.) E-4. Buried stormwater outfall from detention pond crosses Farrell/McConaughy. No record of easement found. E-5. A 5' wide easement serving GMP for buried utility across subject lands to transformer. Volume 101 Page 12 (1971). E-6. A 30' wide easement serving GMP across subject lands. Volume 11 Page 290 (1937). Note: No pole line or other utilities observed Within this easement. - Location Map -_ NOT to SCALE A. "Location Plans of the Rutland Railroad - Volume 1", circa 1845-1893. State of Vermont Archives. B. "Plan of Sewer Easement - Shelburne Road - No. 2", dated February 6, 1969 by "WA.S.", recorded Map Slide 471, South Burlington Land Records [SBLR]. B.2. "Plan of Sewer Easement - Shelburne Road - No. 3", dated February 6, 1969 by "WA.S.", recorded Map Slide 97-5, SBLR. C. "Thomas A. Farrell Property - "East Or Lake Inn Parcel"", last revised January 19, 1985 by G.E. Bedard, Inc. Recorded Map Slide 176-5, SBLR. D. "Plat of Survey of Lakewood Commons", last revised August 31, 1968 by Trudell Consulting Engineers, Inc. Recorded Map Slide 215-3, SBLR. E. "Property Plan Joseph A. & Lorraine A. Canavan", revised date August 15, 1969 by W. Robenstien, LS, recorded Volume 80, Page 121, SBLR. F. "Proposed Building Site for Swift Company - Canavan Property", dated May 22, 1970 by Engineers Inc, of VT, recorded Volume 80, Page 149, SBLR. GRAPHIC SCALE C! APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON 0o 0 50 /oa 2. 400 CITY OF SOUTH BURLINGTON, VERMONT, AT THE _ DAY OF 20_ SUBJECT TO THE O'CLOCK ON THE DAY OF 2p REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. — SIGNED THIS DAY OF 20 ( IN FEET) ATTEST: _J CITY CLERK 1 inch = 100 ft. BY CHAIRPERSON To the best of my knowledge and belief this plat depicts the results of a surrey conducted by me as described in "Survey Notes" above, based upon our analysis of land records and evidence found In the field. Existing boundaries shown are in substantial conformance with the records, except as noted. This plat is in substantial compliance with 17 VSA 1403, "Recording of Land Plats". This statement valid only when accompanied by my original signature and seal. Timothy R. Cowan VT LS 597 Boundary Adjustment Survey Between Lands of: D.M. Farrell & S. McConaughy - -- - -- and of Holmes Road Properties, Inc. Date Ch'k'd Revision Numbers 5 & 15 Holmes Road, South Burlington, Vermont Drawn by MAB Date FEB.06, 2015 C CIVIL ENGINEERI1M6 ASSUCIAfES, I14C. BA1 Checked by AM Scale 1" =100' 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT O5403 802-864-2323 FAX: 802-864.2271 web: wwwcee-vtcom Approved by TRC Project No. 14186 rtae.a,am m "," _ a, a a.aeaa.a SHEET i of t southburlington PLANNING & ZONING April 28, 2008 Eric Farrell PO Box 1335 Burlington, VT 05402-1335 Re: Site Plan #SP-08-33 Holmes Road Dear Eric: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Administrative Officer on April 28, 2008. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, Betsy YCD nough Brown Plannin Zoning Assistant Encl. Permit Number SP- - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): K4 4 2w T0-yST 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): 6e( L. 'S'D 2• St.,/• 3 000 X,I -L 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): idL. 1 C-i-,k, 7 a. Contact e-mail address.- - Y OF+ize-e H tZE,�-t_ �5� v4TEyT tZow� 5. PROJECT STREET ADDRESS: If-PL U is FR D bd, 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 7. PROJECT DESCRIPTION a. General project description- /1%LA N7-i,,>1t;-S .4 Axe v !r .t � 7 i Lr iv �1 tom►-,r2 �t L�r -v C vw v.vvr./AI HIV UVV,. o AD Lf c. Proposed Uses on property (include description and size of each new use and existing uses to remain): AP 6 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): f. Number of residential units (if applicable, new units and existing units to remain): Aj/p4 g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): A-, /64. h Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): /v oNjE�. LOT COVERAGE Total Parcel Size: a. Building: Existing % / Proposed % / Sq. Ft. sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing _% / sq. ft. Proposed % 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): $l�- b. Landscaping: $ t ( , (J—O , 0--e C. Other site improvements (please list with cost): /k) © V L= 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWN —ER Do not write below this line PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board [� Ad P ministrative Officer I have reviewed this site plan application and find it to be - /complete lo:eeaaplete p`I3 oil of Pla g & Zoning or Designee ate P.O. Box 1335, Burlington, VT 05402 802-861-3000 fax 802-861-3003 Memo To: Ray Belair, Administrative Officer City of South Burlington Planning & Zoning Department From: Eric Farrell Date: Wednesday, April 23, 2008 Re: Farrell Distributing Corporation 5 Holmes Road Enclosed please find the following materials in connection with new plantings proposed along the easterly boundary line of the above referenced property: 1. Site Plan Application 2. Application Fee - $86.00 3. Planting Plan -Sheet L-100, dated 4/21/08 The plan generally depicts the existing conditions at the site. The only improvements that are planned are the removal of undergrowth and plantings that are in very poor condition; removal of rubble (stones, stumps, etc.); re -grading and seeding of the disturbed area and new plantings, as depicted on the plan. The ground work will be done by the owner of the property with his own personnel. The plantings will be installed by Dave Wright of Anything Grows, at an estimated cost of $11,000.00. Please let me know if you have any questions or require additional information. I understand this application can be processed administratively and as soon as that is accomplished, we will commence the plantings. Enclosures Qty. Code So.enfificName Common Name I ize Spec 1 AR ACER rubrum Red Maple 12" Cal. B&B 3 AP ACER platanoides'Crimson King" Crimson King Maple 2" Cal. B&B 26 PG PICEAglauca White Spruce 5-6' ht. B&B — PG(7) =;�arE -- - �"`--1 WITS OF PLANTIN PG(7) PG(7)PG(7) r 3i w• .r SETBACKS 5'- 0' TYPICAL .�S 19 ZpNING SETB TL S1DEY _ s ""'XI 6• ..._ 1 AP _ LAWN FIELD ADJUST PLANTINGS IN THIS AREA 0' REARYARD SETBACK AS NEEDED AROUND THE FOUNDATION N 1es 19' SN'� 211.53 - -- ' AP EXISAG PARKING 1 s _ } I EXISTING BUILDING �o• ¢ I ( 1 V V —rT�r T1 tlNi N N w A Q _ Cl 1 J 1 O ti l Ell l 185 — " 433.' �-- VERMONT RAILROAD � s �11 -07 W Oo• e WAS Boyle revlsiona a•b renalona aa�a landscape architects . planning consultants jds a W�ds a04-21-08 Farrell Distributing - S. Burlington, V 301 college street • burlington . vermont • 05401 802.658 a3555 http:// m .Qboyle.c nan Zb kw 1" -40' Planting Plan 04/29/02 M40 %rl 502 660 0565 NPC PROCESSING [a 001 �m�NPFROGESSiNG U C)O MPA N Y Fabricators of Quality Portioned Meat Products PHONE# (802) 660-049 (800) 925-7007 FAX# (802) 660-0565 ATTENTIONLZ �/ FAX NUMBER:—4—�— MESSAGE Please notify linw--diatcly if r4iiWsnussion is incomplete_ COVERSHEET PLUS --SLEETS TO FOLLOW 15 HOLMES ROAD - SO, BURLINGTON, VFT�-Nl(-)N-f 0-5403 * (802) 660-0496 , FAX (K-2) 660-0565 City of South Burlington Application to Board of Adjustment Date 1./9/97 Applicant Farrell Distributing Corp. Owner, leasee, agent Address Holmes Rd, S. Burl ingtonTelephone # Landowner Same Otticial use APPLICATION # HEARING DATE FILING DATE FEE AMOUNT - Address Same Location and description of property Holmes Road, South Burlington, Vt Type of application check one ( ) appeal from decision of Administrative Officer( )request for a conditional use ( X ) request for a variance. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (second and fourth Mondays). That a legal advertisement must appeal a minimum of fifteen (15) days prior to the hearing: I agree to pay a hearing fee which is to off -set the cost of the hearing. Provisions of zoning ordinance in question Article 26#002, Alterative to Noncomplying Structure. Reason for appeal The intent is to add to and alter theexi_s_ting_ structure The owner or applicant should submit along with this application (8 copies) plans, elevations, landscaping diagrams (drawn to scale) traffic data and any other additional information which will serve as support evidence to the Board. Hearing Date Signature of Appellant Do not write below this line SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Day of Week at to consider the following: Month and,Date Time Appeal of seeking a %� 't tt� from Section X./"00 �u�uo ,mac Z G- 0...-p -J of the South Burlington Zoning Regulations. Request is for permission to , ale, FARRELL EXG LANDSCAPING­,,,� T—' % . LANDSCAPING LANDSCAPING �J EXG LANDSCAPING ENLARGED SITE PLAN AT ENTRY ZONING SETBACKSF,7 -�^' T,y, `•"` BLUE FIN REALTY °� TYPICA4 'SACK REARYAgD SE 76AC 8M EN.AROW � �1✓� A 517E " ADCNE r ` ® EXG S ING [p YN ° 0 / ® SIGN 23 dEX 0 NOTIG NG x-- TK I PROPOSED OFFICE ADDITI N f o x 2904 S.F. F.F.S. 208. I w D a, IWI D D r T A IN i EBI9TING BUILDING ° C/CV\A\\� y Ex Dsc IN 131, 155 SF X w_ D• vA�TYARD �EreAcx FPS: 208.0 Y � Q PROPOSED # # #Y ADDITION l p u Necvec ROPOSED I 6866 B.F. ` 1 w ASH BAY ' 800 S.F. Ir. ra_.��DpY G ERTING 5 I I \ ARAGELI FACILITY °°C1 a 10400 SF _ m FFE: 203.0 WIN. _ /'— Iw\\Il m EXIS U 1p SITE PLAN 1" = 60' x w EXG PAR SWIFT AND COMPANY I—L I u DN . I. c e ---1 SITE DATA COMMERCIAL ZONE C-1 MAX PERMISSIBLE BUILDING COVERAGE: 30% LOT SIZE: 13.8 ACRES - 601,128 SF EXG BLDG AREA 147,555 PROPOSED BLDG AREA 10,364 BUILDING COVERAGE 157,919 26.0 R MAX PERMISSIBLE LOT COVERAGE: 70% EXISTING LOT COVERAGE 52% PROPOSED LOT COVERAGE 55% PARKING REQUIREMENTS OFFICE AREA: 14920 / 200 - 75 SPACES NON -OFFICE EMPLOYEES PLANT = 14 DRIVERS - 6 TOTAL - 20 VISITOR - 5 SPACES REQUIRED - 100 SPACES PROVIDED . 109 ( 5 H.C. SPACES j PLANTING SCHEDULE KEY NAME 0TY IZE REMARKS A RED OAK 1 B EXISTING CRAB APPLE 1 1" RELOCATE GARDCO MODEL FORM TEN H OR EQUAL (ARM MOUNTED BRONZE ANODIZED FINISH. SINGLE FIXTURE TYPE FM DISTRIBUTION. 250 WATT METAL HALIDE. 16•—O" MOUNTING HEIGHT. -0 EXISTING WALL MOUNTED. �iTrv JAN 1 5 1997 City of So. Burlington IN srala 0:j ■NO DATE 19C SIG rl.m FARPMU vinkomw NG VERMONT RAILROAD PROJECT NORTH SOM1 H SURLINOTON6 VERMONIT NEMANN - LAbPFfRE. AMMR1 M. WG DD MITH FAM PRMB CaQeMM VBIOACNT SCA42 r . DO'4 DRAWFYi NO. DATE iUMJ Oi-0Oa DR6Y 00L OOL CIECKM DY ,JAL FROJECT 970D1 C4"IIYDIffmMlAWf{lAN'Ik1� M11YrEC1D..w CAM W4,IECT NAA£ 97C" 018OEM City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 22, 1997 James A. Lamphere Wiemann-Lamphere Architects, Inc. 30 South Park Drive Colchester, Vermont 05446 Re: Additions, 5 Holmes Road Dear Mr. Lamphere: ZONING ADMINISTRATOR 658-7958 Enclosed are preliminary comments on the above referenced project from City Engineer Bill Szymanski, the Fire Department and myself. Please respond to these comments with revised plans and/or additional information, if appropriate, no later than Friday, January 31, 1997. If you have any questions, please give me a call. Sincelrely, Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: February 11, 1997 Agenda Items Date: January 20, 1997 ALLENWOOD PHASE II - HARBOR VIEW ROAD 1. The sidewalk on Harbor View Road must be continuous across access drive. 2. Plans must include utilities, drainage and site contours. FARRELL DISTRIBUTION, INC. - ADDITIONS - HOLMES ROAD The addition to the existing garage facility is on top of the City sewer main. This sewer main serves at least 90% of the Shelburne Road area of South Burlington. It is in a 20 foot easement. Permanent structures are not allowed within this easement. AVIATRON BUILDING ADDITION - BURLINGTON AIRPORT - OFF WILLISTON ROAD Site plan dated January, 1997 prepared by Webster Martin is acceptable. P.S.H., INC. - DORSET STREET Site plan dated 11/4/96 prepared by Trudell Engineering is acceptable. M E M O R A N D U M To: Joe Weith, South Burlington City Planner From: South Burlington Fire Department Re: Plans Review for February 11, 1997 Date: January 22, 1997 1. Allenwood Phase II Dated 12/2/96 16 Harbor View Road Acceptable 2. Pizzeria Uno Dated 1/16/97 1330 Shelburne Road Project #7226 Acceptable 3. P.S.H., Inc. Dated 1/9/97 Pines Housing Phase 4 Acceptable 4. Farrell Distributing, Inc. Dated 1/15/97 5 Holmes Road Acceptable 5. Aviatron Dated 1/14/97 Army Guard Road The Fire Department's concern is that access be maintained to the existing building and to the addition. SITE PLAN CHECK LIST --- Lot drawn to scale ---f Survey data (distances and lot size) -�✓ Contours (existing and finished). --- Existing vegetation and natural features. - Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. - Location of streets, abutting properties, fire hydrants, existing buildings. Existing and proposed curb cuts, pavement, walkways. -- oning boundaries --- Number and location of parking spaces. (RV parking for multi- family projects over 25 units). --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). --- North arrow --- Name of person or firm preparing site plan and date. --- Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. - Setbacks (residential district, planned r.o.w., Interstate). - C.O. Zone --- Bike racks --- Traffic generation --- Traffic Impact fees --- PUD/PCD standards --- Airport Approach cone --- Outside storage/display --- F.A.R. --- Lot merger agreement --- Setback from planned r.o.w. --- If boundary line adjustment, need subdivision? '- Nonresidential use setback from Residential District �4f-1110- / -t� y Farrell Distributer's So. Burlington, Vt. OVERVIEW January 13, 1997 Add office space (6700 sq. ft.) to provide for additional administrative space, unproved administrative space for sales staff and sales training area for personnel which already exist on site. These spaces will include, sales training area, sales support staff, new conference space, sales office, etc. In addition we intend to make alterations to the existing plant to provide for side loading operations to make the distribution of products more efficient etc. Alterations will include: 1. New ramp to allow access (in and out). 2. New truck wash area in existing repair garage. 3. Removal of column and new steel girder added. 4. New loading dock to CEW Room. Traffic: There is no intent to add traffic capacity. The owner is intending to change from end loaders to side loaders to make a more efficient operation however the same traffic that now exist will continue. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 27, 1997 Mr. David Farrell Farrell Distributing Corporation 5 Holmes Road South Burlington, Vermont 05430 Re: Zoning Board Hearing Dear Mr. Farrell: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Monday, February 10, 1997 at 7:00 P.M. to consider your request for a zoning variance. Please plan to attend this hearing and be prepared to address the enclosed review criteria. If you have any questions, please don't hesitate to call me. Very %truly, Richard Ward, RW/mcp Zoning Administrative Officer 1 Encl LEGAL > > NOTICES following: #1 Appeal of South Bur- lington Realty Company, John Jaeger seeking ap- proval from Section 25.117 A.aries� subset- ons of existing = tion (A) filling with earth products of the South Burlington Zoning Regu lations. Request is for permission to fill an area of approximately 50,00. square feet (approxi- mately 4500 cubic yards), ^n�rAd southerly of Cor- LEGAL > > NOTICES quired front yard, located at 6 Duval Street. #4 Appeal of BLS Prop- erties, John G. Long, agent seeking approval from Section 10.20 Con- ditional Uses 10.204 Medical offices and Sec- tion 26.056 extensions or the South Burlington Zoning Regulations. Re- quest is for permission to construct a 1200 square foot addition to an existing medical com- plex d.b.a. Timber Lane Medical Center, located porate Way ano eascei ly I at 51 Timoa, - of Orchid Restaurant. plans are on file with the . #2 Appeal of David Far- South Burlington Plan- rell seeking a variance nir and Zoning Office, from Section 26.00 Non- located at City Hall, 575 South conforming uses, sub- Dorset Street, section 26.003 extension Burlington, Vermont. of the South Burlington Zoning Regulations. Re- Richard Ward quest is for pemission to Zoning Administrative Officer foot (2-storyy) office addi tion, a 5665 square foot I January 25, 1997 loading dock and storage area and a 1800 square foot truck wash bay to an existing warehousing/ distribution facility d.b.a. SOUTH BURLINGTCN rarreii ^^ Cor- Jlocated� 5 ZONING NOTICE pporation, at I %imes Road. In accordance with the South Burlington Zoning #3 Appeal of Bryan & Vi- Regulations and Chapter V.S.A. the vian Companion seeking 117 Title 24, • a variance from Section South Burlington Zoning 25.00 Dimensional re- II Board of Adjustment will uirements of the South I f hold a oublic hearing at mu- Burlington Zoning Regu- the South Burlington Confer- Confer- Request is for I nicipal Offices, ence Room, 575 Dorset permission to construct a second story ad - r Street, South Burlington, Monday, 128'x38' dition and a 8'x38' front Vermont on 10, 1997 at porchwithinI February ) feet theme- 7:00 P.M. to consider the four (24 f7 z,r, V--, City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 August 7, 1997 James A. Lamphere Wiemann-Lamphere Architects, Inc. 30 South Park Drive Colchester, Vermont 05446 Re: Sewer Allocation, 5 Holmes Road Dear Mr. Lamphere: ZONING ADMINISTRATOR 658-7958 Please be advised that reserve capacity has recently become available at the Bartlett Bay Wastewater Treatment Facility. The City hereby allocates the 3000 gpd which had been placed on a waiting list. Please note that you have six (6) months from the date of this letter to obtain a zoning permit for the wash bay. If you have any questions, please JW/mcp give me a call. i cer y, Jo Weith, Ci y Planner HOW TO ORDER BRACKF -� Select appropriate choice from E_ i column. Bracket Luminaire Type of Bracket Length Bracket Options �k Designation Prefix Mounting Configuration Finish Tenon Mt. Only BKS-Bracket Steel SU BO-Boll-On S-Single 9" Steel Slipfitter Size PA -Twin Parallel PP -Prime Paint 2.0-(2;11" O.D.) NM -Tenon Mt. S-Singie BRZ-Bronze Paint 2.5-(27/B" O.D.) 'For use on D901-Double BLK Black Paint 3.0-(312" O.D.) Tenon Mt. D180°-Double SAN-Sandstone Paint RS-Round Shpfitter Poles only. T901-Triple WHT-White Paint NR-Not Required 0901-Quad SPL- Special PA -Twin Parallel WM-Wall Mt. S-Single 3" BKA-Bracket Aluminum SU BO-Bolt-On S-Single 9" Aluminum PA -Twin Parallel BRZ-Bronze Paint BLK-Black Paint SAN-Sandstone Paint WHT-White Paint NA -Natural Alum. SPL- Special EXAMPLE OF A TYPICAL ORDER I BKS-SU-BO-S-9-SAN-NR NOTE: Each Bolt -On bracket consists of two 3" x 3" x 9" mounting arms. Order one bracket per Luminaire. Twin parallel brackets will accommodate two luminaires. Tenon Mount brackets come as an assembly. PHOTOMETRIC DATA 40OW Super Metal Halide (Vertical) (Type IV Distribution) 3MH 2MH 1 MH 0 uwn MTG. HT. A B c D E F 1MH 0 1MH 2MH 3MH 4MH 12' 13.9 5.6 2.8 1.4 .56 .28 14' 10.2 4.1 2.0 1-0 .41 .20 16' 7.8 3.1 1.6 .78 .31 .16 18' 6.2 2.5 1.2 .62 .25 .12 20' 5.0 2.0 1.0 .50 .20 .10 22' 4.1 1.7 .83 .41 .17 .08 24' 3.5 1.4 .69 .35 .14 .07 26' 2.9 1.2 .59 .29 .12 .06 28' 2.611.0 1 .51 .26 .10 .05 30' 2.2 .89 .44 .22 .09 .04 40OW High Pressure Sodium (Type IV Distribution) 3MH 21VIH 1 MH 0 1MH 0 1MH 2MH 3MH 4MH Bolt -On Single Bracket Parallel Bracket M� L k:��D F� Tenon Mt. Single Assembly ,- Wall Bracket MTG. HT. A B c D E F G 12' ; 27.8 13.9 5.6 2.8 1.4 .56 .26 14' 20.4 10.214-1 2.0 1.0 1 .41 .20 16' 15.6 7.8 3.1 1.6 1 .78 1 .31 .16 18' 12.3 6.2 2.5 1 1.2 .62 .25 .12 20' 10.0 5.0 2.0 1.0 1 .50 .20 .10 22' 8.3 4.1 1.7 .83 .41 .17 .08 24' 6.9 3.5 1.4 .69 .35 .14 .07 26' 5.9 2.9 1.2 .59 .29 .12 .06 28' 5.1 2.6 1.0 .51 .26 .10 .05 30' 4.4 2.2 .89 .44 .22 .09 .04 LUMEN RATING 40.000 LUMEN RATING 50.000 FRONT 51viH MH REFERS TO MOUNTING HEIGHT FRONT 51viH MH REFERS TO MOUNTING HEIGHT BOLT CIRCLE 8„jt63�," `12„ Do .EJ E �� �duo� 1> o o d 11° Ill", 11 "� j 121/2„ B C D F G H J Slotted Slotted Slotted Slotted Bolt Circle 8" to 11 " _ ill, 11 " 8 "to 11 " 93/4" to 11 " 11 " to 121/2" 12" Anchor Bolt Size 3/4" x 30" 3/4" x 30" 1 " x 36" _ 3/4" x 30" 3/4" x 30" 1 " x 36" 1 " x 36" Anchor Bolt Projection 3y4" 31/4" 4" 31/2" 31/2" 31/2 4" Base Plate Thickness 3/4" 3/4 Data Sheet One-piece aluminum _ housing. Corners are welded and finished to produce a clean, sharp appearance while increasing housing strength and ensuring weather -tight construction. One-piece construction eliminates the worry of moisture entering from poorly sealed top pans and side panels. Lens choice available with clear dropped decorative trim Clear fiat tempered glass lens, double sealed into a fabricated aluminum frame. Frame corners are mitered and internally welded. The Sunburst is designed to utilize any of the following lamp types: High Pressure Sodium, Super Metal Halide (Vertical), Metal Halide or Deluxe Mercury Vapor. The Sunburst is available in dark bronze, black, sandstone or white. Other colors are available on request. Paint is applied in a revolutionary superior baked -on powder coating, which gives the fixture an exceptionally attractive appearance, This unique polyester protection lets the fixture withstand extreme weather changes without cracking or peeling. Finish is guaranteed for five full years. UL listed for wet locations. HOW TO ORDER LUMINAIRES Select appropriate choice from each column. Two captive door fasteners provide secure closure and allows easy access with no loose hardware. -171/," ��- 171i4" 9" 12" 171/4 " FRONT SIDE Porcelain sockets feature spring-reinforceri contacts for longer life. High power factor. Type CWA Ballast designed for minus 20 degrees Fahrenheit operation. The ballast is mounted to housing reinforcing plate which ensures maximum heat - sinking for long life. mwa Reflector is designed to keep backlight to a minimum while producing a uniform front/side pattern of fight (IES Type IV Distribution). Continuous one- piece EPDM gasket for maximum sealing. Luminaire Prefix Distribution Lamp Wattage Light Source Lens Line Voltage Luminaire Finish Options SU 4--Type IV 150 HPS-High Pressure Sodium(F-Clear Flat Tempered Glass 120V 1 BR77ronze Paint PCR-Photoelectric Control 175 150, 250, 400 Watt 208V -Black Paint LL-Less Lamp DC -Clear Flat Tempere SMV- 'uper Metal Halide 2 0 Glass w/Clear 240V SAN-Sandstone Paint CL-Coated Lamp 400 Vertical) 400 Watt Decorative Trim 277V yJHT-White Paint FS-Fusing MH-Metal Halide 480V SPL-Special FD-Double Fusing 175, 250, 400 Watt MT -Multi Tap NO -No Options DX -Deluxe Mercury Vapor 175, 250, 400 Watt EXAMPLE OF ATYPICAL ORDER I SU-4-400-HPS-F-MT-SAN-PCR 1i911�iD9 59SC��lS iD 4201 Maisbary Rd. • P.O. Box 42728 • Cincinnati, OH 4524, Telex 62838369 Fax (513) 793-0147 (513) 793-320( Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for base plate templates. 4201 MALSBARY RD. • PO. BOX 42728 • CINCINNATI, OH 45242 • TELEX 62838369 • FAX 513-793-0147 • (513) 793-3200 Pole and Bracket �.,JIecification Steel 8' to 39, Aluminum 8' to 30, 5" 6„ 12" Pro)ection POLES (Straight 4", 5" and 6" Sq. Poles) Steel Specifications • Pole shaft is electro-welded ASTM-A500 Grade B steel tubing with a minimum yield strength of 46,000 PSI. • Base is ASTM-A36 hot -rolled steel plate with a minimum yield strength of 36,000 PSI. • Standard finish is prime. Bronze, black, sandstone or white finishes are optional. Aluminum Specifications • Pole shaft is seamless 6063-T6 alloy extruded aluminum tubing. • Base is ALMAG-35 high -strength cast aluminum. • Finishes available: Natural brushed aluminum, or anodized bronze, black, and clear; or painted bronze, black, sandstone or white. • Two-piece fabricated aluminum base cover is standard. Specifications Common to Steel & Aluminum Poles • Poles are furnished with anchor bolts with zinc plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform with ASTM-A36 with a minimum yield strength of 36,000 PSI. • Hand -hole is 12" above pole base. 48" above pole base is optional. • Weatherproof duplex receptacle is optional. (GFI not available.) HOW TO DETERMINE WHAT TO ORDER: • Select bracket configuration. Example: Double 90° (1390) • Refer to Fixture EPA Chart to determine EPA value. Example: Sunburst with 9" bracket - (5.7) • Select height of pole and material. Example: 26' steel • Choose the EPA that is equal to or exceeds the fixture's EPA, as was previously determined. Example: Sunburst, (5.7) - Steel poles 5x5 (S07G) will meet EPA requirements for 100 MPH.` • Select bracket mounting method. Example: BO - Bolt -On TO OBTAIN ORDER CODE: • Choose pole series. Example: 5SOBSU (5" square pole for use with Bolt -On bracket.) • Add material. Example: S07G • Add height. Example: 26' • Add bracket configuration. Example: D90 • Add pole finish. Example: SAN • Add any options. Example: 5BC-ER2 "LSI Lighting Systems Inc. is not responsible if a pole order has a lower EPA rating than the called for wind -loading zone. EPA CHART Includes bracket. mo� + Parallel Single D90' D1800 T90' 090, for Bon -On F DC F DC F DC F DC F DC F DC Sunburst - 9" Bracket 3.0 3.4 1 5.8 6.3 1 6.0 6.9 1 8.9 9.8 1 11.8 12.7 1 6.9 6.9 Note: F-Flat Lens, DC -Flat Glass with decorative trim POLE SELECTION CHART t STEEL POLES ALUMINUM POLES (4", 5" and 6" Steel square poles) (4", 5" and 6" Aluminum square poles) Height Pole Description EPA Bon Height Pole, Description EPA Bolt Series 80 MPH 90 MPH 100 MPH Circle Series 80 MPH 90 MPH 100 MPH Circle - 8' 4SQBSU S11G-4x4 11 Ga. 54.2 41.2 33.0 B 8' 4SQBSU A125 - 4x4 x .125" 17.4 13.5 11.4 F 10' 4SQBSU S11G-4x4 11 Ga. 41.1 31.0 24.6 B 10' 4SQBSU A125 - 44 x .125" 12.4 9.3 7.7 F 10' 5SQBSU S11G-5x5 11 Ga. 63.7 48.2 38.4 C 12' 4SOBSU A125 - 44 x .125" 9.0 6:4 5.1 F 12' 4SQBSU S11G-4x4 11 Ga. 32.5 24.2 18.9 B 14' 4SQBSU A125 - 44 x .125" 6.4 4.2 3.1 F 12' SSOBSU S11G-5x5 11 Ga. 50.8 38.0 30.0 C 16' 4SQBSU A125 - 44 x .125" 4.3 2.4 1.5 F 14' 4SQBSU S11G-4x4 11 Ga. 26.3 19.2 14.8 B 16' 4SQBSU A188 - 44 x .188" 9.3 6.4 4.9 F 14' 5SQBSU S11G-5x5 11 Ga. 41.5 30.6 23.9 C 18' 4SQBSU A125 - 44 x .125" 2.5 .9 - F 16' 4SQBSU S11G-4x4 11 Ga. 21.6 15.4 11.6 B 18' 4SQBSU A188 - 44 x .188" 6.9 4.4 3.1 F 16' 5SQBSU S11G-5x5 11 Ga. 34.4 25.0 19.2 C 20' 4SQBSU A188 - 4x4 x .188" 18' 4SQBSU S11G-4x4 11 Ga. 16.5 11.3 8.2 B 20' 5SQBSU A250 - 5x5 x .250" 15.8 11.0 8.6 G 18' 5SQBSU S11 G-5x5 11 Ga. 28.9 20.5 15.4 C 20' 6SQBSU A250 - 6x6 x .250" 29.4 21.6 17.6 H 20' 4SQBSU S11G-4x4 11 Ga. 13.3 8.8 5.9 B 22' 5SQBSU A250 - 5x5 x .250" 12.7 8.4 6.2 G 20' 5SQBSU S11G-5x5 11 Ga 24.2 16.8 12.2 D 22' 6SQBSU A250 - 6x6 x .250" 24.7 17.7 14.0 H 22' 4SQBSU S11G-4x4 11 Ga. 10.7 6.6 4.1 B 24' 5SQBSU A250 - 5x5 x .250" 10.0 6.1 4.0 G 22' 5SQBSU S11G-5x5 11 Ga. 20.4 13.6 9A D 24' 6SQBSU A250 - 6x6 x .250" 20.7 14.2 10.9 H 22' 5SQBSU S07G-5x5 07 Ga. 33.2 23.5 17.4 D 26' 5SQBSU A250 - 5x5 x .250" 7.6 4.0 2.1 G 22' 6SQBSU S07G-6x6 07 Ga. 46.1 35.5 26.3 1 26' 6SQBSU A250 - 6x6 x .250" 17.1 11.2 8.1 H 24' 4SQBSU S11G-44 11 Ga. 8.4 4.7 2.4 B 28' 5SQBSU A250 - 5x5 x .250" 5.5 2.1 - G 24' 5SQBSU S11G-5x5 11 Ga. 17.0 10.9 7.0 D 28' 6SQBSU A250 - 6x6 x .250" 13.9 8.4 5.6 H 24' 5SQBSU S07G-5x5 07 Ga. 28.6 19.8 14.3 D 30' 6SOBSU A250 - 6x6 x .250" 12.0 5.9 3.3 H 24' 6SQBSU S07G-6x6 07 Ga. 40.2 30.5 22.1 J 26' 4SQBSU S11G-4x4 11 Ga 6.4 3.0 .9 B 26' 5SQBSU S11G-5x5 11 Ga. 14.1 8.4 4.9 D 26' 5SQBSU S07G-5x5 07 Ga. 24.6 16.5 11.4 D 26' 6SQBSU S07G-6x6 07 Ga. 32.6 24.1 16.8 J 28' 5SQBSU S11G-5x5 11 Ga. 11.4 6.2 2.9 D Steel pole weights: 44 11 Ga. is approximately 7.5 lbs. per ft. 28' 5SQBSU S07G-5x5 07 Ga. 21.0 13.6 8.9 D 56 11 Ga. is approximately 9.0 lbs. per ft. 28' 6SQBSU S07G-6x6 07 Ga. 28.1 20.3 13.5 J 5x5 07 Ga. is approximately 12.5 lbs. per ft. 30' 5SQBSU S11G-5x5 11 Ga. 9.0 4.1 1.1 D 6x6 07 Ga. is approximately 15.4 lbs. per ft. 30' 5SQBSU S07G-5x5 07 Ga. 18.0 11.0 6.7 D 30' 6SQBSU S07G-6x6 07 Ga. 24.3 17.0 10.7 J Aluminum pole weights: 44 x .125 is approximately 2.7 lbs. per ft. 35' 6SQBSU S07G-6x6 07 Ga. 11.2 6.4 2.1 J 44 x .188 is approximately 3.4 Ibs. per ft. 5x5 x .250 is approximately 6.3 lbs. per ft. 39' 6SQBSU S07G-6x6 07 Ga. 6.2 2.0 - J 6x6 x .250 is approximately 6.9 lbs. per ft. HOW TO ORDER POLES Select appropriate choice from each column. Pole Series Material Height Bracket Configuration Pole Finish Options 4SOBSU S11G-11 Ga. Steel 8' S-Single Steel 4BC-4" Base Cover 5SQBSU S07G- 7 Ga. Steel 10, D90°-Double PP -Prime Paint 5BC-5" Base Cover 6SQBSU A125-.125 Aluminum 12' D180°-Double BRZ-Bronze Paint 6BC-6" Base Cover A188-.188 Aluminum 14' T900-Triple BLK-Black Paint ER2-Weatherproof Duplex Receptical A250-.250 Aluminum 16' 0901-Quad SAN -Sandstone Paint (GFI Not Available) 18, PA -Twin Parallel WHT-White Paint 48HH-48" Above Base Handhole 20' SPL-Special GA -Galvanized Anchor Bolts 22 Aluminum NO -No Options 24' 26' NA -Natural Alum._ 28' BRZ-Bronze Paint 30' "BLK-Black Paint 35' SAN-Sandstone Paint 39' WHT-White Paint SPL-Special ABZ-Anodized Bronze ABL-Anodized Black AC -Anodized Clear EXAMPLE OF A TYPICAL ORDER [5SOB:SIU-SO7G-26-D90-SAN-5BC-ER2 Pole and Bracket 4ecification Steel 8' to 39' Aluminum 8' to 30' 4" 5" 6" 12" Projection POLES (Straight 4", 5" and 6" Sq. Poles) Steel Specifications • Pole shaft is electro-welded ASTM-A500 Grade B steel tubing with a minimum yield strength of 46,000 PSI. • Base is ASTM-A36 hot -rolled steel plate with a minimum yield strength of 36,000 PSI. • Standard finish is prime. Bronze, black, sandstone or white finishes are optional. Aluminum Specifications • Pole shaft is seamless 6063-T6 alloy extruded aluminum tubing. • Base is ALMAG-35 high -strength cast aluminum. • Finishes available: Natural brushed aluminum, or anodized bronze, black, and clear; or painted bronze, black, sandstone or white. • Two-piece fabricated aluminum base cover is standard. Specifications Common to Steel & Aluminum Poles • Poles are furnished with anchor bolts with zinc plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform with ASTM-A36 with a minimum yield strength of 36,000 PSI. • Hand -hole is 12" above pole base. 48" above pole base is optional. • Weatherproof duplex receptacle is optional. (GFI not available.) HOW TO DETERMINE WHAT TO ORDER: • Select bracket configuration. Example: Double 901 (D90) • Refer to Fixture EPA Chart to determine EPA value. Example: Sunburst with 9" bracket - (5.7) • Select height of pole and material. Example: 26' steel • Choose the EPA that is equal to or exceeds the fixture's EPA, as was previously determined. Example: Sunburst, (5.7) - Steel poles 5x5 (S07G) will meet EPA requirements for 100 MPH." • Select bracket mounting method. Example: BO - Bolt -On TO OBTAIN ORDER CODE: • Choose pole series. Example: 5SQBSU (5" square pole for use with Bolt -On bracket.) • Add material. Example: S07G • Add height. Example: 26' • Add bracket configuration. Example: D90 • Add pole finish. Example: SAN • Add any options. Example: 5BC-ER2 `LSI Lighting Systems Inc. is not responsible if a pole order has a lower EPA rating than the called for wind -loading zone. EPA CHART Includes bracket. Parallel Single D900 D1800 T900 090, For Boft-On F DC F DC F DC F DC F DC F DC Sunburst - 9" Bracket 3.0 3.4 1 5.8 6.3 1 6.0 6.9 1 8.9 9.8 1 11.8 12.7 J 6.9 6.9 POLE SELECTION CHART STEEL POLES (41', 5" and 6" Steel square poles) Height Pole Series Description 80 MPH EPA 90 MPH 100 MPH Bolt Circle 8' 4SQBSU S11G-4x4 11 Ga. 54.2 41.2 33.0 B 10' 4SQBSU S11G-4x4 11 Ga. 41.1 31.0 24.6 B 10' 5SQBSU S11G-5x5 11 Ga. 63.7 48.2 38.4 C 12' 4SQBSU S11G-4x4 11 Ga. 32.5 24.2 18.9 B 12' 5SQBSU S11G-5x5 11 Ga. 50.8 38.0 30.0 C 14' 4SQBSU S11G-4x4 11 Ga. 26.3 19.2 14.8 B 14' 5SOBSU S11G-5x5 11 Ga. 41.5 30.6 23.9 C 16' 4SQBSU S11G-4x4 11 Ga, 21.6 15.4 11.6 B 16' 5SQBSU S11G-5x5 11 Ga. 34.4 25.0 19.2 C 18' 4SQBSU S11G-4x4 11 Ga. 16.5 11.3 8.2 B 18' 5SOBSU S11G-5x5 11 Ga. 28.9 20.5 15.4 C 20' 4SQBSU S11 G-44 11 Ga. 13.3 8.8 5.9 B 20' 5SQBSU S11G-5x5 11 Ga. 24.2 16.8 12.2 D 22' 4SQBSU S11 G-4x4 11 Ga. 10.7 6.6 4.1 B 22' 5SQBSU S11G-5x5 11 Ga. 20.4 13.6 9.4 D 22' 5SQBSU S07G-5x5 07 Ga. 33.2 23.5 17A D 22' 6SQBSU S07G-6x6 07 Ga. 46.1 35.5 26.3 J 24' 4SOBSU S11G-4x4 11 Ga, 8.4 4.7 2.4 B 24' 5SQBSU S11G-5x5 11 Ga. 17.0 10.9 7.0 D 24' 5SOBSU S07G-5x5 07 Ga. 28.6 19.8 14.3 D 24' 6SOBSU S07G-6x6 07 Ga. 40.2 30.5 22.1 J 26' 4SQBSU S11G-4x4 11 Ga. 6.4 3.0 .9 B 26' 5SQBSU S11 G-5x5 11 Ga. 14.1 8.4 4.9 D 26' 5SOBSU S07G-5x5 07 Ga. 24.6 16.5 11.4 D 26' 6SQBSU S07G-6x6 07 Ga. 32.6 24.1 16.8 J 28' 5SQBSU S11G-5x5 11 Ga. 11.4 6.2 2.9 D 28' 5SQBSU S07G-5x5 07 Ga. 21.0 13.6 8.9 D 28' 6SOBSU S07G-6x6 07 Ga. 28.1 20.3 13.5 J -- 30' 5SQBSU S11G-5x5 11 Ga. 9.0 4.1 1.1 D 30' 5SQBSU S07G-5x5 07 Ga. 18.0 11.0 6.7 D 30' 6SOBSU S07G-6x6 07 Ga. 24.3 17.0 10.7 J 35' 6SQBSU S07G-6x6 07 Ga. 11.2 6.4 2.1 J 39' 6SQBSU S07G-6x6 07 Ga. 6.2 2.0 - J HOW TO ORDER POLES Select appropriate choice from each column. 1 ALUMINUM POLES (4", 5" and 6" Aluminum square poles) Height Pole Description Series 80 MPH EPA 90 MPH 100 MPH Bolt Circle 8' 4SQBSU A125 - 4x4 x .125" 17.4 13.5 11.4 F 10' 4SQBSU A125 - 44 x .125" 12.4 9.3 7.7 F 12' 4SOBSU A125 - 44 x .125" 9.0 6:4 5.1 F 14' 4SQBSU A125 - 44 x .125" 6.4 4.2 3.1 F 16' 4SOBSU A125 - 44 x .125" 4.3 2.4 1.5 F 16' 4SQBSU A188 - 44 x .188" 9.3 6.4 4.9 F 18' 4SOBSU A125 - 44 x .125" 2.5 .9 - F 18' 4SQBSU A188 - 44 x .188" 6.9 4.4 3.1 F 20' 4SOBSU A188 - 44 x .188" 4.9 2.7 1.5 F 20' 5SQBSU A250 - 5x5 x .250" 15.8 11.0 8.6 G 20' 6SOBSU A250 - 6x6 x .250" 29.4 21.6 17.6 H 22' 5SOBSU A250 - 5x5 x .250" 12.7 8.4 6.2 G 22' 6SQBSU A250 - 6x6 x .250" 24.7 17.7 14.0 H 24' 5SQBSU A250 - 5x5 x .250" 10.0 6.1 4.0 G 24' 6SQBSU A250 - 6x6 x .250" 20.7 14.2-10 9 H 26' 5SQBSU A250 - 5x5 x .250" 7.6 4.0 2.1 G 26' 6SQBSU A250 - 6x6 x .250" 17.1 11.2 8.1 H 28' 5SQBSU A250 - 5x5 x .250" 5.5 2.1 - G 28' 6SQBSU A250 - 6x6 x .250" 13.9 8.4 5.6 H 30' 6SQBSU A250 - 6x6 x .250" 12.0 5.9 3.3 H Steel pole weights: 44 11 Ga. is approximately 7.5 lbs. per ft. 5x5 11 Ga. is approximately 9.0 lbs. per ft. 5x5 07 Ga. is approximately 12.5 lbs. per ft. 6x6 07 Ga. is approximately 15.4 lbs. per ft. Aluminum pole weights: 44 x .125 is approximately 2.7 lbs. per ft. 44 x .188 is approximately 3.4 lbs. per ft. 5x5 x .250 is approximately 6.3 lbs. per ft. 6x6 x .250 is approximately 6.9 lbs. per ft. Pole Series Material Height Bracket Configuration Pole Finish Options 4SQBSU S11G-11 Ga. Steel 8' S-Single Steel 4BC-4" Base Cover 5SQBSU S07G- 7 Ga. Steel 10, D900-Double PP -Prime Paint 5BC-5" Base Cover 6SQBSU A125-.125 Aluminum 12' D1800-Double BRZ-Bronze Paint 6BC-6" Base Cover A188-.188 Aluminum 14' T900-Triple BLK-Black Paint ER2-Weatherproof Duplex Receptical A250-.250 Aluminum 16' 0900-Ouad SAN-Sandstone Paint (GFI Not Available) 18' PA -Twin Parallel WHT-White Paint 48HH-48" Above Base Handhole 20' SPL-Special GA -Galvanized Anchor Bolts 22 NO -No Options Aluminum 24 NA -Natural Alum.- 26 BRZ-Bronze Paint 28 --BLK-Black Paint 30' SAN -Sandstone Paint 35' WHT-White Paint 39' SPL-Special ABZ-Anodized Bronze ABL-Anodized Black AC -Anodized Clear EXAMPLE OF A TYPICAL ORDER r 5SQBSU-S07G-26-D90-SAN-5BC-ER2 Note: F- Flat Lens, DC -Flat Glass with decorative trim HOW TO ORDER BRACKI Select appropriate choice from each column. Bracket Designation Luminaire Prefix Type of Mounting Bracket Configuration Length Bracket Finish Options �F Tenon Mt. Only BKS-Bracket Steel SU BO-Bolt-On S-Single PA -Twin Parallel 9" Steel PP -Prime Paint Slipfitter Size 2.0-(2%- O.D.) NM -Tenon Mt, S--Single BRZ-Bronze Paint 2.5-(2%- O.D.) '"For use on D90°-Double BLK-Black Paint 3.0-(3'/Z" O.D.) Tenon Mt. D180°-Double SAN-Sandstone Paint RS-Round Slipfitter Poles only. T90°-Triple WHT-White Paint NR-Not Required 090°-Quad SPL-Special PA -Twin Parallel �_WM-Wall Mt. S-Single 3" BKA-Bracket Aluminum SU BO-Bolt-On S-Single 9" Aluminum PA -Twin Parallel BRZ-Bronze Paint BLK-Black Paint SAN-Sandstone Paint WHT-White Paint NA -Natural Alum, SPL-Special Tc��f� � FffjD Bolt -On Single Bracket Parallel Bracket Fr-iffn ill Tenon Mt. Single Assembly -] EXAMPLE OF A TYPICAL ORDER FBKS-SU-BO-S-9-SAN-NR NOTE: Each Bolt -On bracket consists of two 3" x 3" x 9" mounting arms. Order one bracket per luminaire. Wall Twin parallel brackets will accommodate two luminaires. Tenon Mount brackets come as an assembly. Bracket PHOTOMETRIC DATA 40OW Super Metal Halide (Vertical) 40OW High Pressure Sodium (Type IV Distribution) (Type IV Distribution) 3MH 2MH 1 MH 0 3MH 2MH 1 MH 0 2MH MTG. �== 2MH MTG. HT. A B C D E F 14T n R c n F F ft 1MH 0 1MH 2MH 3MH 4MH 12' 13.9 5.6 2.8 1.4 .56 .28 14' 10.2 4.1 2.0 1.0 .41 .20 16' 7.8 3.1 1.6 .78 .31 .16 18' 6.2 2.5 1.2 .62 .25 .12 20' 5.0 2.0 1.0 .50 .20 .10 22' 4.1 1.7 .83 .41 .17 .08 24' 3.5 1.4 .69 .35 .14 .07 26' 2.9 1.2 .59 .29 .12 .06 28' 2.6 1.0 .51 .26 .10 .05 30' 2.2 .89 .44 .22 .09 .04 iMH 0 1MH 2MH 3MH 4MH 12' 27.8 13.9 5.6 2.8 1.4 .56 1 .28 14' 20.4 10.2 _T81 4.1 2.0 1.0 .41 .20 16' 15.6 3.1 1.6 .78 .31 .16 18' 12.3 6.2 2.5 11.2 .62 .25 .12 20' 10.0 5.0 2.0 1 1.0 .50 .20 .10 22' 8.3 4.1 1.7 .83 .41 .17 .08 24' 6.9 3.5 1.4 1 .69 J .35 .14 .07 26' 5.9 2.9 1.2 .59 .29 .12 .06 28' 5.1 2.6 1.0 .51 1 .26 .10 .05 1 30' 4.4 2.2 .89 .44 .22 .09 .04 IIIIIIII[MIM- LUMEN RATING 40,000 ��`= 5MH LUMEN RATING 50,000 FRONT 5MH MH REFERS TO MOUNTING HEIGHT FRONT MH REFERS TO MOUNTING HEIGHT BOLT CIRCLE �B„ Ali" �11" �B„ � �g3/4�� �11 �12„ o o O G o 0 121/2" B C D G 4 F I i Data Sheet One-piece aluminum housing. Corners are welded and finished to produce a clean, sharp appearance1"WO while increasing housing strength and ensuring weather -tight construction. One-piece construction eliminates the worry of moisture entering from poorly sealed top pans and side panels. r Lens choice available with clear dropped decorative trim`�y�c Clear flat tempered glassp- lens, double sealed into a fabricated aluminum frame. Frame corners are mitered and internally welded. <` r �w The Sunburst is designed to utilize any of the following lamp types: High Pressure Sodium, Super Metal Halide (Vertical), Metal Halide or Deluxe Mercury Vapor. Porcelain sockets feature spring -reinforced contacts for longer life. High power factor. Type CWA Ballast designed for minus 20 degrees I►/" Fahrenheit operation. The ballast is mounted to housing reinforcing plate which ensures maximum heat - sinking for long life. Reflector is designed to keep backlight to a minimum while producing a uniform front/side pattern of light (IES Type IV Distribution). 1' Continuous one piece EPDM gasket for maximum sealing. Two captive door fasteners provide The Sunburst is available in dark bronze, secure closure and allows easy black, sandstone or white. Other colors are access with no loose hardware. available on request. Paint is applied in a revolutionary superior baked -on powder 171/4 -,}-171/a"-+9"+ _. coating, which gives the fixture an exceptionally attractive appearance. This unique polyester protection lets the fixture 12" withstand extreme weather changes without 171/4 " cracking or peeling. Finish is guaranteed for five full years. UL listed for wet locations. FRONT SIDE HOW TO ORDER LUMINAIRES Select appropriate choice from each column. Luminaire Prefix Distribution Lamp Wattage Light Source Lens Line Voltage Luminaire Finish Options SU 4-Type IV 150 HPS-High Pressure Sodium F-Clear Flat Tempered Glass 120V i BRZ-Bronze Paint PCR-Photoelectric Control 175 150, 250, 400 Watt DC -Clear Flat Tempered 208V -Black Paint LL-Less Lamp 2� SMV-Super Metal Halide Glass w/Clear 240V SAN-Sandstone Paint CL-Coated Lamp 400` (Vertical) 400 Watt Decorative Trim 277V yVHT-White Paint FS-Fusing MH-Metal Halide 480V SPL-Special FD-Double Fusing 175, 250, 400 Watt MT -Multi Tap NO -No Options DX -Deluxe Mercury Vapor 175, 250, 400 Watt ` Bolt Circle Slotted Slotted Slotted Slotted " EXAMPLE OF A TYPICAL ORDER ( SU-4-400-HPS-F-MT-SAN-PCR 8" to 11 11 " 11 " 8 "to 11 " 93/4" to 11 ° 11 " to 121/2" 12" Anchor Bolt Size Anchor Bolt Projection 3 3 /a"x30" _ /a"x30" 1 "x36" 3/a"x30" 3/a"x30" 1"x36" 1"x36" 31/4" 31/4" 4" 31/2" 31/2" 31/2" 4" ! _. Base Plate Thickness Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for base plate templates. HIRE 1116IMs Mow 4201 MALSBARY RD, • PO. BOX 42728 • CINCINNATI, OH 45242 • TELEX 62838369 • FAX 513-793-0147 • (513) 793-3200 4201 Malsbary Rd. • P.O. Box 42728 • Cincinnati, OH 45242 I CI_CI t_R F\LQ/A7 Telex 62838369 Fax (513) 793-0147 (513) 793-3200 Wiemann -Lamphere Architects, Inc. TO: - Date: C D , Proj. No. If Project: We are transmitting the following items: Items transmitted as follows: Items sent by: Reviewed Make Revisions Noted Revise & Resubmit Rejected - See Remarks Furnish — correctd copies For your files .31-7 7 T� Our Messenger Your Messenger First Class Mail UPS,_ By: - liemann--Lamphere Architects, inc. 30 South Park Drive, Colchester, VT 05446 - TELE: (802) 655-5020 - FAX: (802) 655-6567 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 27, 1997 James A. Lamphere Wiemann-Lamphere Architects, Inc. 30 South Park Drive Colchester, Vermont 05446 Re: Additions, 5 Holmes Road Dear Mr. Lamphere: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the February 11, 1997 Planning Commission meeting minutes and Findings of Fact and Decision on the above referenced project. Please note the conditions of approval and the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. cerely, Joe�Weith, Cit Planner JW/mcp 2 Encls PLANNING COMMISSION 11 February 1997 page 12 a) will not affect adversely the essential character of th neighborhood or district in which- -the __property is located; b) will not detract from the important scenic views _from _the _ adjacent public. roadwa s and other ublic ri hts-of-wa , c) will meet the additional setbacks requi_red_by.S_ecti_on 25.113(d) of the zoning regulations. The desi n of the buildin shall be in accordance with the ele- vation depicted on the plans entitled "End Elevation, Allenwood Phase II," sheets A-5 and A76, re ared b _Gregor. T. Rabideau Architect, dated 2/6/97. Any.si nificant change to these plans shall require approval__ by_the Planninq.Commission._ 9. All new exterior li htin shall consist of downcastin shielded fixtures so as not to cast light be and the propert line. Any,chan e in _liqht_i_nq shall be a roved -by the City Planner prior to _instal_lation. 10. The results of Nelson, Heindel & Noyes stormwater h.zd_r_o.l,oqy computer model for this site shall be submitted prior to permit issuance. All recommendations of the study shall be incorporated into the site plan with _ap_proval_from the City Engineer. 11. The applicant shall obtain a zonin permit for the buildin within six months of the ctatesewer allocation for the project becmes available,ursuant to Section 27.302 of the zonin re - ulations, or this approval. is --null and void.__ 12. The applicant shall_ obtain a Certificate of Occupancy/Compli_- ance from the Administrative Officer rior to occu anc of the building.. 13. An chan e to the site plan shall require approval by -the South Burlington Planning Commission. Mr. Dinkla e seconded. The motion was then assed unanimousl . 7. Site plan application of Farrell Distribution Company to 1) construct a 5808 sq. ft. 2-story addition with 300 sq. ft. vestibule, 2) construct a 640 sq. ft. addition and 3) construct a 5665 sq. ft. addition to an existing warehouse/distribution fac- ility, 5 Holmes Road: Mr. Lamphere said the expansion will be for office use. They are not adding any staff. The lower level additionis for sales staff. The company is also changing from ':�ndloadersto sideloaders. PLANNING COMMISSION 11 February 1997 page 13 There will be a new road with an enclosure for the sales staff so they can load up their vehicles with things for customers. The final addition will be for storage and the vestibule. There is a request for 3000 gpd of sewer for the carwash. There will be no changes in circulation or drainage. The parking lot will be revised to add spaces. There is a serious vandalism problem at the site, so they would like to put flood lights i-atc light the parking lot. These wouldn'tbe seen from the street and would not go off the lot. They also want to light the other parking lot. Mr. Lamphere felt the suggested location for the bike path is not a good one. They would like to meet with the committee to find a better location. They are happy to cooperate on this. Ms. Budd of the Rec Path Committee said they are asking for an easement and are happy to work with the applicant. Mr. Lamphere said they will have no problem meeting the land- scaping requirement. Mr. Weith noted the wait for sewer capacity. Mr. Lamphere said they could wait, or they could use no detergents and have the water run into the storm drains. Mr. Weith said they cannot in- stall the wash bay till there is adequate allocation. Mr. Weith also suggested adding more pole lights instead of the flood lights. Members did not want to set a precedent by allowing the flood lights. Mr. O'Rourke moved the,Planni,ng Commission approve the site plan a lication of Farrell Distributin Cor oration to: 1) construct a 5,808 s . ft. 2-story addition with 300 s . foot vestibule, 2) construct a 640 s . ft. addition, and 3) construct a 5665 s . ft. addition to an existing warehouse/distribution facilit as de- icted on a plan entitled "Farrell Distributin Cor oratiion 1020 Hinesbur Road, South Burlin ton, Vermont," repared b Wiemann- Lam here Architects, Inc, dated 2/6/97, with the followin sti - ulations: 1._ All .previ_ous_ approvals and 'stipulations which are not s i er- seded by_ this approval shall remain in effect. 2. The,plan shall be revised prior to issuance of azoninq permit to show the _c.hange_s, _listed below and shall require _ap_rova_l _of the Cit Planner. Three of the approved revised site plan shall be submitted to t e City Planner prior to permit issuance. PLANNING COMMISSION 11 February 1997 page 14 a) The site plan shall be revised to increase the amount of landscaping t_o meet__the minimum landscapinq requirement b)_The site plan shall be revised to eliminate the proposed flood lights. 3. The applicant shall post a $10,500 landscape bond prior to issuance of a zonin ermit. The bond shall remain in effect fo three years to assure that the landsca in takes root and has a good chance of surviving. 4. For the iDuiziDose of calculatin re uired road im act fees un the South Burlin ton Im act Fee Ordinance, the Plannin Commission estimates that the ro osed additions will enerate six additi_ona.l_ vehicle trip ends during the P.M. peak hour. 5. Pursuant to Section 26.256(b) of the zonin re ulations, the Commission waives three parking spaces. 6. A sewer allocation of 3000 d is a roved. The a licant shall a the per qallon fee.prior to issuance of a zonin permit._ There is currently no sewer allocation available at the Bartlett Bay Wastewater Treatment Facility. The allocation re- uested shall be laced on a waitin list until such time as allocation becomes availalbe. The wash bay shall not be installed until such time as sewer allocation is available. 7. The proposed flood lights are not aproved. Pursuant to Section 26.105(e) of the zonin re ulations, all new exterior li htin shall consist of downcastin shielded fixtures so as not to cast light be and the ro erty line. Any Chan e in li htin shall be a roved b the Cit Planner rior to installation. 8. The applicant shall obtain a zonin ermit within six months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occ�c/Com- Pliance from the Administrative Officer prior to occupancy of the addition. 10. Any change to the site plan shall require approval by the South Burlington Planning Commission. Mr. Dinklage:seconded. The =motion : then_passed_uanimouslv. As there was no further business to come before the Commission, the meeting was adjourned at 11:25 p.m. February 21, 1997 Mr. Ray Belair City of South Burlington Municipal Offices Dorset Street So. Burlington, VT 05403 Re: Farrell Distributing - Holmes Road Dear Ray: Enclosed is the Municipal Impact Questionnaire for the above referenced project which we discussed this morning. Please have the appropriate people review, answer and sign. Thank you. Sincer ames A. Lamphere JAL/cde encl. A R C H I T E C T S- E N G I N E E R S 30 South Park Drive Colchester, Vermont 05446 (802)655-5020 FAX (802) 655-6567 TAX MAP #: 78-2-5 FILE #: 94-37,97-03 LOCATION: 5 HOLMES ROAD DATE APPLICATION 1-8-79 CUP -CC 2-13-79- �ru�"'o- SP 9-8-81- �) SP 9-28-81 V 12-18-84 SK 1-8-85 PP 1-22-85 FP 8-11-87- ISGPA SP 11-21-94 V 2-10-97 V 2-11-97 SP GRAND LIST #: 0870-00005-C PURPOSE WAREHOUSE DIST. CTR. ADDITION if 3 LOT SUBDIVISION ACCESSORY GARAGE ADDITION ADDITIONS If FILE NAME: FARRELL,THOMAS A. FARRELL DISTRIBUTING FARRELL DISTRIBUTING.... FARRELL DISTRIBUTING FARRELL,THOMAS FARRELL DISTRIBUTING.... FARRELL DISTRIBITION.... FARRELL DISTRIBUTING.... �z�j «! s 2/11/97 MOTION OF APPROVAL FARRELL DISTRIBUTING CORPORATION I move the South Burlington Planning Commission approve the site plan application of Farrell Distributing Corporation to: 1) construct a 5,808 2-story addition with 300 square foot vestibule, 2) construct a 640 square foot addition, and 3) construct a 5665 square foot addition to an existing warehouse/distribution facility, as depicted on a plan entitled, "Farrell Distributing Corporation 1020 Hinesburg Road, South Burlington, Vermont," prepared by Wiemann-Lamphere Architects, Inc, dated 2/6/97, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2 The plan shall be revised prior to issuance of a zoning permit to show the changes listed below and shall require approval of the City Planner. Three (3) copies of the approved revised site plan shall be submitted to the City Planner prior to permit issuance. a) The site plan shall be revised to increase the amount of landscaping to meet the minimum landscaping requirement. b) The site plan shall be revised to eliminate the proposed flood lights. 'Ie/Ol Soo 3. The applicant shall post alandscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 4. For the purpose of calculating required road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed additions will generate six (6) additional vehicle trip ends during the P.M. peak hour. 5. Pursuant to Section 26.256(b) of the zoning regulations, the Commission waives three (3) parking spaces. 6. A sewer allocation of 3000 gpd is approved. The applicant shall pay the per gallon fee prior to issuance of a zoning permit. There is currently no sewer allocation available at the Bartlett Bay Wastewater Treatment Facility. The allocation requested shall be placed on a waiting list until such time as allocation becomes available. The wash bay shall not be installed until such time as sewer allocation is available. I 7. The proposed flood lights are not approved. Pursuant to Section 26.105(e) of the zoning regulations, all new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. 8. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the additions. 10. Any change to the site plan shall require approval by the South Burlington Planning Commission. 2 Memorandum - Planning February 11, 1997 agenda items February 7, 1997 Page 11 of the structure, existing grade, post -construction grade, and height of the structure. These plans have been submitted. The applicant will be required to abide by the approved elevations. Bartlett Brook Watershed Protection Overlay District: This property is located within the Bartlett Brook Watershed Protection Overlay District and is subject to the standards in Section 23.10 of the zoning regulations. The applicant has submitted the applicable information to Nelson, Heindel and Noyes for inclusion into the City's stormwater hydrology computer model. The results may be available for the meeting. Traffic: ITE estimates that this facility will generate 8.16 vehicle trip ends (vte's) during the P.M. peak hour. The applicant should be aware that the road impact fee is $0. Sidewalk: The applicant is proposing a sidewalk along that portion of the property's frontage which lies east of the access drive. This would provide a connection to the recreation path. A sidewalk exists along Harbor View Road. Lighting: Proposed exterior lighting consists of the following: --- four (4) 100 watt high pressure sodium lamps with downcasting shielded fixtures mounted on 18 foot poles. --- 16 building mounted lights of two (2) types, type 1 is a 13 watt fluorescent and type 2 is a 70 watt metal halide, both have downcasting shielded fixtures. Dumpster: A screened dumpster storage area will be provided. 7) FARRELL DISTRIBUTING CORPORATION - WAREHOUSE/DISTRIBUTION FACILITY ADDITIONS - SITE PLAN This project consists of: 1) constructing a 5,808 2-story addition with 300 square foot vestibule, 2) a 640 square foot addition, and 3) a 5665 square foot addition to an existing warehouse/distribution facility. The last review of this property by the Commission was on 8/11/87 (minutes enclosed). The ZBA on 2/10/97 will consider a request from the applicant for a use variance to expand this facility which is a nonconforming use in the district. 11 Memorandum - Planning February 11, 1997 agenda items February 7, 1997 Page 12 This property located at 5 Holmes Road lies within the C1 District. It is bounded on the north by undeveloped land, on the west by Vermont Railroad r.o.w., on the south by Holmes Road, and on the east by Fire Station #2, an auto dealership and Lakewood Commons. Access/circulation: Access is provided by a 40 foot curb cut on Holmes Road. No change proposed. Circulation is adequate. Coverage/setbacks: Building coverage is 26% (maximum allowed is 30%). Overall coverage is 55% (maximum allowed is 70%). Front yard coverage is 9.4%. Setback requirements will be met. Parking: A total of 138 parking spaces are required and 135 spaces including five (5) handicapped spaces and a bike rack are provided. Landscaping: The minimum landscaping requirement, based on building costs, is $10,500 which is not being met. Proposed landscaping is $4700 short of the requirement. Staff recommends that the plan be revised to meet the minimum landscaping requirement. Traffic: This property is located in Traffic Overlay Zone 4 which would allow this property to generate a maximum of 450 vehicle trip ends (vte's) during the P.M. peak hour. ITE estimates that the current facility generates 147 vte's during the P.M. peak hour and with the additions to generate 153 vte's. This represents a 6 vte increase. The applicant should be aware that the road impact fee is $0. Recreationpath: The Recreation Path Committee reviewed the site plan and have submitted comments (see enclosed). They would like a 20 foot recreation path easement along the westside of the property either within or next to the railroad r.o.w. Sewer: The sewer allocation requested is 3000 gpd for a wash bay to be constructed within the existing garage facility. There is currently no sewer allocation available at the Bartlett Bay Wastewater Treatment Facility. The applicant's request will be placed on a waiting list until such time as allocation becomes �? available. 12 Memorandum - Planning February 11, 1997 agenda items February 7, 1997 Page 13 Lighting: Additional exterior lighting will consist of the following: --- one (1) 250 watt metal halide lamp with a downcasting shielded fixture mounted on a 16 foot pole. --- three (3) 400 watt metal halide flood lights mounted on 14 foot poles. The proposed flood lights are not acceptable since they do not comply with Section 26.105(e) of the zoning regulations which require that "exterior lighting shall be down -casting and properly shielded so as not to cast light beyond the property line." Staff recommends that pole lights be added to the site which have downcasting shielded fixtures to provide the additional amount of illumination desired. 13 SOUTH BURLINGTON RECREATION DEPARTMENT 575 DORSET STREET, SOUTH BURLINGTON, VT 05403 TEL: (802) 658-7956 • FAX: (802) 658-4748 BRUCE O'NEILL, CLP DIRECTOR THOMAS HUBBARD, CLP ASS'T DIRECTOR TO: South Burlington Planning Commission FROM: South Burlington Recreation Path Committee RE: Expansion of Farrell Distribution DATE: February 6, 1997 Our committee has reviewed the sketch plan for the expansion of Farrell Distribution at Holmes Road, and would like to request a 20' wide recreation path easement at the back of the property either within or next to the existing railroad right-of-way. The proposed easement would run north and south in the setback on the west side of the property and would parallel the railroad tracks. Our goal is to secure easements along this railroad right-of- way to eventually construct a recreation path that would move bicycle traffic away from Shelburne Road. We have already secured easements along the railroad right-of-way on the L & M Park property and the Southlands property to the north. A similar easement on the Farrell property would be the third link in this plan. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 7, 1997 James A. Lamphere Wiemann-Lamphere Architects, Inc. 30 South Park Drive Colchester, Vermont 05446 Re: Additions, 5 Holmes Road Dear Mr. Lamphere: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting, my comments to the Planning Commission and revised comments from City Engineer Bill Szymanski. Comments from the Fire Department were sent to you at an earlier date. Please be sure someone is present on Tuesday, February 11, 1997, at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Skftcerel�y, , Joe eith, City Planner JW/mcp Encls PLANNING COMMISSION 11 AUGUST 1987 The South Burlington Planning Commission held a meeting on Tuesday, 11 August 1987, at 7:30 pm, in the Conference Room, City Hall, 575 Dorset St. Members Present Willaim Burgess, Acting Chairman; Mary -Barbara Maher, Judith Hurd, Catherine Peacock, Ann Pugh Also Present Kathryn Perkins, Acting Planner; James Lamphere, Larry Bagdan, David Spitz,'Bill Shearer, Ira Tate, Michael Dugan, Pat Vautier, John Ahern, Jim McQuide, Nancy McQuide, J. Patrick Brennan, Ron Schmucker, Lance Llewellyn, Mery Brown, Dick Trudell, Hank Adams, Al Marlow, Bob Perkowski, Ralph Deslauriers 1. Review Minutes of 21 and 28 July 1987 In the Minutes of 21 July, the following change was noted: On p. 2, Stipulation 8, the last 4 words should be "..by the City Engineer." Mrs. Maher moved that the Minutes of 21 July be approved as amended. Mrs. Hurd seconded. Motion passed 4-0, Ms. Pugh abstaining. In the Minutes of 28 July, it was noted that Ms. Peacock was not present. On p. 9, in the 2nd & 3rd lines of the next -to - the -last paragraph, it should read: "..a committee composed of himself, Mrs. Lafleur, the City Manager and others." Mrs. Maher moved that the minutes of 28 July be approved as amended. Mrs. Hurd seconded. Motion passed 3-0, Ms. Peacock and Mr. Burgess abstaining. 2. Continue review of Site Plan application of Farrell Dis- tributing Corp,. to construct a 16,400 sq. ft building at 5 Holmes Road Ms. Perkins briefly reviewed the project. She noted that the outstanding issue was landscaping. The City Attorney has confirmed that the applicant has a right to build on this site. Mr. Lamphere said they have met with the Fire Chief and have added an additional hydrant which is now shown. 25 additional trees have been added along the bank. Ms. Perkins is satisfied with this. PLANNING COMMISSION 11 AUGUST 1987 PAGE 2 Mrs. Hurd moved that the Planning Commission approve the site plan application of Farrell Distributing Corporation to con- struct a new 16,400 sq• ft. accessory garage at 5 Holmes Rd. as depicted on a plan entitled "Proposed Garage Building, Farrell Distributing Corporation, Holmes Road" prepared Wiemann-Lamphere, Architects, Inc., dated May 27, 1987 with the following stipulations: 1. 6 additional parking spaces will be required �2y the Planning Commission, making a total of 108 spaces. The spaces shall be dblineated on the recorded plan. 2. A landscaing bond of $8,000 shall be posted prior to per- mit. A revised landscaping plan shall be approved �2y the City Planner. 3. One hydrant must be relocated on the lot to a location de- termined �2y the Fire De artment. 4. A sewer allocation of 75 gpd must be made and the $250 per gallon fee must be paid prior to permit. 5. A $90.00 contribution toward the Shelburne Road inter- section improvement fund based on 4 new trip ends shall be made prior to permit. 6. A plan of the relocated sewer main shall be submitted for approval. The relocated sewer shall be at least 10 feet from any building. 7. The applicant must obtain a fill permit prior to the start of any construction. 8. This building permit shall be obtained within six months or this approval is null and void. Mrs. Maher seconded. Motion passed 3-0 with Mr. Burgess and Ms. Peacock abstaining. 3. Continue review of site plan application of 3060 Associ- ates to construct a 5,000 sq• ft. addition to a 15,000 sq• ft. building for retail use, and to construct a 6000 sq. ft. building for storage and distribution use at 3060 Williston Road Ms. Perkins reminded members that there were 4 remaining issues: landscaping, coverage, zoning permits, and Fire Chief's approval. Zoning permits have been granted. The Fire Chief will require one additional hydrant between the existing and the proposed buildings. Lot coverage has been yc-a /?a) = '116 FARRELL DISTRIBUTING SOUTH BURLINGTON PLANT Day Building Occupants for auto parking purposes: OFFICE Company Vehicles Transporation 5 1 CID (Ruth) 5 1 Sr. Mgrs 5 5 Front Office 3 0 Mgrs. 7 7 Sales Support 4 0 Non Alcoholic 5 4 Asst Sales Mgrs 4 4 Total 38 23 WAREHOUSE Warehouse 46 (Includes Drivers) Mechanic 6 1 Total 52 TOTAL 90 Plan to offer incentives for employees to take the bus; give preferential parking spaces for car pooling. (16, 4 TZ (5, yee (Y) -7( 7y. �7K Av r February 6, 1997 Ray Belair South Burlington Planning Dorset Street South Burlington, Vt. 05403 RE: Farrells Dear Ray, I am writing in reference to the parking requirements at the above project. The numbers I gave you yesterday have been revised per the attached occupancy schedule. We have added to the attached site plan 26 spaces as the warehouse occupancy has increased. If you have any questions please call. er y, James A. Lamphere Wiemann-Lamphere Architects JAL\ls enc. A R C H I T E C T S- E N G I N E E R S 30 South Park Drive Colchester, Vermont 05446 (802)655-5020 FAX (802)655-6567 M E M O R A N D U M To: Applicants/ProjectL111 les From: Raymond J. Belaii, South Burlington Planning & Zoning Assistant Re: Preliminary Comments, February 11, 1997 Agenda Items Date: January 22, 1997 FARRELL DISTRIBUTING CORPORATION - WAREHOUSE/DISTRIBUTION FACILITY ADDITIONS - SITE PLAN --- property boundary distances should be shown on the plan. --- proposed landscaping is $7320 short of the minimum landscaping requirement of $10,500. Plan should be revised to meet the minimum landscaping requirement. Staff recommends that the tree size be increased. --- provide number of company vehicles operating from the premises (for parking calculation). --- provide front yard coverage information. --- provide cut -sheets for proposed exterior lighting, and indicate pole height. --- there is currently no sewer allocation available for the requested 3000 gpd. It is City policy that this allocation be placed on a waiting list until such time as it is available. --- will these additions result in any additional employees? --- a bike rack should be provided as required under Section 26.253(b) of the zoning regulations. --- applicant should be aware that the road impact fee for this project is $0. P.S.H., INC. - CONGREGATE HOUSING EXPANSION - SKETCH PLAN --- indicate number of staff or visited doctor and number of employees (for parking calculation) --- provide gross floor area of building "A". --- provide gross floor area of building 114d" located in CD3 District (for F.A.R. calculations). --- provide building and overall coverage information for CD3 and R7 Districts. ARCH I T E C T S• ENGI NEERS February 4, 1997 Mr. Ray Belair City of South Burlington Municipal Offices Dorset Street So. Burlington, VT 05403 Re: Farrell Distributing - Holmes Road Dear Ray: Enclosed please find a copy of our revised Site Plan SA-1, dated 2/4/97. I believe we have added all of the items that you mentioned in your memorandum dated 1/22/97. (1) We have added the property boundary distances. (2) Per your suggestion, we have increased the size of the landscaping to provide with a minimum landscaping value of $10,500. In addition you should note that the landscaping that was put in under the original project has developed substantially and I believe this will enhance the entire property. (3) Regarding the number of company vehicles, we have included in the vehicle count all of the company vehicles (trucks and passenger vehicles). All trucks are shown on the drawings and whatever company vehicles are provided for the personnel are included in the requirement for 75 spaces in the office area. The only company vehicles are the ones provided for the sales staff and although these are on the road a substantial amount of time, these individuals have office space which is included in the overall space. For your information, I believe there are around eight company vehicles included in that number. (4) Note that we have added a coverage calculation on the site plan. (5) We've included cut sheets for the light fixtures and you'll note 30 South Park Drive that we have separated this into three areas: Colchester, Vermont 05446 (802) 655-5020 FAX (802) 655-6567 WIEMANN- LAMPHERE Mr. Ray Belair February 2, 1997 Page 2 A) existing light pole with down light and are adding to this a 400 watt metal halide flood light, B) existing 14' pole and the down light is being replaced with a 400 watt flood light, Q existing 14' pole with an existing 250 watt down light. The reason for the flood lights that have been added is due to a great deal of vandalism that has taken place on site. Therefore, after some break-ins of the trucks kept on site, they have decided to upgrade the lighting to cut down on the vandalism. You may want to check with the police department as they have been involved at times. (6) Regarding the sewer in the wash bay, you'll note in the revised plan that we have deleted the wash bay, however, we still intend to install a car wash in the existing garage facility so we will need to continue with the request of 3,000 gallons per day. I'd appreciate any input you can give me regarding the waiting time as this is a rather important element in the project. Although they are washing by hand at the present time, the automatic wash will greatly enhance their overall operation. In terms of additional employees, it's my understanding that the new office area will not add new employees but will only provide better space for the current employees. The one additional area that we've increased is the existing sales room (from 35 people to 42 people) as they will have additional sales staff on the road who come back on site for meetings one ni¢ht per week. (7) We've added a bike rack required by the zoning ordinance. I hope the above answers your questions. Should you have any questions or need additional information, please contact me. :=mesA. Lamphere JAL/cde encl cc. Paul Lapotosky t-OGL 7— M. VOW,, PF- 154 POWERFLOODO FLOODLIGHT E Parking lots, building security, budding facane, shippimg yards, rail yar&, and many more t1oodlighting apphcations * UL 1572 Lived SUrrABLE FOR WrT LOICATIO NS * Die-cavalurninum housing with e)e*tracoat dark bronze paint finish 7! Charcoal filteritig 0 Heat and shock resistants tempered glass lent. CD Steel trunnion with aiming degree: rnaskez M Built -ill "Sight-Trgck", quick aiming sight 0 C-10Treis ion -resistan t o.-xi*rnai hardware 0 Front ac­css via hingrd/rernovable door Q Mogul base socket Cl NEMA Beira Type 7X6 * Approximate Diet height (Lbsl.. 2.1-15 * Effective Projected Arca tSq F0- 1.4 maximoin ZOMI" -t- LAPAP #Or PROVIDED EXCEPT 400-INATT METAL MALME 10,28 BULM If VOLF need a photaelectiic (PF) Control rtceptacio, add "PE" at crid of orde ring number., Catalog Nurvibers watlagt' I I I L'ght Source Voltage PFISi5S t5C (55V'} PFIS245 UPS PF 1 S.15 "A 250 NIF LAPIN`* PF 1 *,40 M MH Note: *.f?1�rltivoll 7 is 1204-20af-240/2,17 VoItS "'Colulaoted tor 25Cwatts 'Clear 400 watt rrlctsi halide. (ED-28 bulb) included Wit]) fixture Ela;last Type HFF Lag A.utoreS .kutoreg Actor eg OF 1041% Mimmioe. jPL461o.#,.a M.-K Pol- P0WVRn0*0*KQQ0f'*MT Makitairtil (FuMSW MMO r03' W4M W 402Q-ftt"jtiv 1y177937 MAQUIEM 04 MvAr.1%) R. vftliiAwbic 3&171= F . ffr-1 Kigalri1 AIN+ 4 M­14ftv 14.1 -Ift.emu ININ e111MIN 4 1 2 , 1 1 2 3 Int.-M "I ", oi�i*ftv *�� "� 0 .. ."'.4 W"00-A Aom I.D Mown lwru T Data Sheet One-piece aluminum housing Corners are welded and finished to produce a clean, sharp appearance while increasing housing strength and ensuring weather -tight construction. One-piece construction eliminates the worry of moisture entering from poorly sealed top pans and side panels. Porcelain sockets feature spring -reinforced contacts for longer life. Available lenses include a — molded prismatic dropped acrylic, a dropped poly - carbonate and a clear flat tempered glass. The dropped acrylic allows for uniform ground patterns, while the polycarbonate is an ideal choice for high -vandalism areas. The clear flat tempered glass is used primarily with the Forward Throw or Type 111 reflectors. The Heritage is designed to utilize either Super Metal Halide, Metal Halide, High Pressure Sodium or Deluxe Mercury Vapor lamp types. A single. captive door fastener allows easy access without loose hardware. HOW TO ORDER LUMINAIRES Select appropriate choice from each column. High Power factor. Type CWA Ballast designed for minus 20 degrees Fahrenheit operation. The ballast is mounted to housing reinforcing plate which ensures maximum heat -sinking for long life. A one-piece, asymmetrical reflector is standard. Also available are Forward Throw (FT) and Type III reflectors, which add diversity to the fixture, allowing for perimeter lighting and project continuity. Continuous one-piece EPDM gasket for maximum sealing. The Heritage is available in dark bronze, black, sandstone or white. Other colors are available on request. Paint is applied in a revolutionary superior baked -on powder coating, which gives the fixture an exceptionally attractive appearance. This unique polyester protection lets the fixture withstand extreme weather changes without cracking or peeling. Finish is guaranteed for five full years. '(—Ir- UL listed for wet locations. 8" 10" =—k Luminaire Prefix Distribution Lamp Wattage Light Source Lens Line Voltage Luminaire Finish Options HE A—Asvmmetrical 150 HPS—High Pressure Sodium DA—Dropped Acrylic 120V BRZ—Bronze Paint PCR—Photoelectric Control 175 150, 250, 400 Watt DP —Dropped Prismatic 208V BLK—Black Paint LL—Less Lamp 25Q '��1 SMH—Super Metal Halide Polycarbonate 240V SAN —Sandstone Paint FS—Fusing 175 250, 400 Watt F—Clear Flat Tempered 277V WHT—White Paint FD—Double Fusing MH—Meta aide Glass 480V PLT—Platinum Paint HSS—House Side Shield Watt MT —Multi Tap SPL—Special NO —No Options 3—Type III DX—Deiuxe Mercury apor F—Clear Flat Tempered FT —Forward 175, 250, 400 Watt Glass Throw EXAMPLE OF A TYPICAL ORDER HE—A-250-MH-DA-12OV-BRZ-NO HIMIN 1116INs ills 4201 Malsbary Rd. - P.O. Box 42728 - Cincinnati, OH 45242 Telex 62838369 (513) 793-3200 Pole and Bracket Specifi#-Ition Ste 1 1 Aluminum 4„ 10'-30' s° 12" Projection P J� POLES (Straight 4", 5" and 6" Sq. Poles) Steel Specifications • Pole shaft is electro-welded ASTM-A500 Grade B steel tubing with a minimum yield strength of 46,000 PSI. • Base is ASTM-A36 hot -rolled steel plate with a minimum yield strength of 36,000 PSI. • Standard finish is prime. Bronze, black, sandstone or white finishes are optional. Aluminum Specifications • Pole shaft is seamless 6063-T6 alloy extruded aluminum tubing. • Base is ALMAG-35 high -strength cast aluminum. • Finishes available: Natural brushed aluminum, or anodized bronze, black, and clear; or painted bronze, black, sandstone or white. • Two-piece fabricated aluminum base cover is standard. Specifications Common to Steel & Aluminum Poles • Poles are furnished with anchor bolts with zinc plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform with ASTM-A36 with a minimum yield strength of 36,000 PSI. • Hand -hole is 12" above pole base. 48" above pole base is optional. • Weatherproof duplex receptacle is optional. (GFI not available.) HOW TO DETERMINE WHAT TO ORDER: • Select bracket configuration. Example: Double 1800 (D180) • Refer to Fixture EPA Chart to determine EPA value. Example: Heritage with 24" bracket - (5.5) • Select height of pole and material. Example: 24' steel • Choose the EPA that is equal to or exceeds the fixture's EPA, as was previously determined. Example: Heritage, (5.5) - Steel poles 5x5 and up will meet EPA requirements for 100 MPH." • Select bracket mounting method. Example: BO - Bolt -On TO OBTAIN ORDER CODE: • Choose pole series. Example: 5SOB (5" square pole for use with Bolt -On bracket.) • Add material. Example: S11G • Add height. Example: 24' • Add bracket configuration. Example: D180 • Add pole finish. Example: BLK • Add any options. Example: 5BC LSI Lighting Systems Inc. is not responsible it a pole order has a lower EPA rating than the called for wind -loading zone. EPA CHART Includes bracket. DN90° QN90* % Single D900 D1800 T901 T120° 0900 __. F ❑I F nl G ni Heritage - 12" Bracket 2.3 '- 2.7 4.1 "` 4.9 4.5 .1 5.3 6.3 uL 7.4 r 6.8 uL 8.0 t 8.6 DL 9.6 Heritage - 24" Bracket 2.7 3.1 4.5 5.3 5.5 6.3 7.3 8.4 7.8 9.0 9.1 10.6 Heritage - 36" Bracket 3.2 3.6 5.0 5.8 6.4 7.2 8.2 9.3 8.8 10.0 10.0 11.5 Heritage - 48" Bracket 3.7 4.1 5.5 6.3 7.3 8.1 9.1 10.2 9.8 11.0 10.9 12.4 NntP• F-Fiat r-, nL-n L 3 POLE SELECTION CHART l STEEL POLES / (41', 5" and 6" Steel square poles) Height Pole Series Description 80 MPH EPA 90 MPH 100 MPH Bch Circle 10' 4SQ S11G-4x4 11 Ga 41.1 31.0 24.6 B 10' 5SQ S11G-5x5 11 Ga. 63.7 48.2 38.4 C 12' 4SQ S11G-4x4 11 Ga. 32.5 24.2 18.9 B 12' 5SQ S11G-5x5 11 Ga. 50.8 38.0 30.0 C 14' 4SQ S11G-4x4 11 Ga. 26.3 19.2 14.8 B 14' 5SQ S11G-5x5 11 Ga. 41.5 30.6 23.9 C 16' 4SQ S11G-4x4 11 Ga. 21.6 15.4 11.6 B 16' 5SQ S11G-5x5 11 Ga. 34.4 25.0 19.2 C 18' 4SQ S11G-4x4 11 Ga, 16.5 11.3 8.2 B 18' 5SQ S11G-5x5 11 Ga. 28.9 20.5 15.4 C 20' 4SQ S11G-4x4 11 Ga. 13.3 8.8 5.9 B 20' 5SQ S11G-5x5 11 Ga. 24.2 16.8 12.2 D 22' 4SQ S11G-4x4 11 Ga. 10.7 6.6 4.1 B 22' 5SQ S11G-5x5 11 Ga. 20.4 13.6 9.4 D 0 22' 5SQ S07G-5x5 07 Ga. 33.2 23.5 17.4 D 22' 6SQ S07G-6x6 07 Ga. 46.1 35.5 26.3 1 24' 4SQ S11G-4x4 11 Ga. 8.4 4.7 2.4 B 24' 5SQ S11G-5x5 11 Ga. 17.0 10.9 7.0 D 24' 5SQ S07G-5x5 07 Ga. 28.6 19.8 14.3 D 24' 6SQ S07G-6x6 07 Ga. 40.2 30.5 22.1 1 26' 4SQ S11G-44 11 Ga. 6.4 3.0 .9 B 26' 5SQ S11G-5x5 11 Ga. 14.1 8.4 4.9 D 26' 5SQ S07G-5x5 07 Ga, 24.6 16.5 11.4 D 26' 6SQ S07G-6x6 07 Ga. 32.6 24.1 16.8 1 28' 5SQ S11G-5x5 11 Ga. 11.4 6.2 2.9 D 28' 5SQ S07G-5x5 07 Ga. 21.0 13.6 8.9 D 28' 6SQ S07G-6x6 07 Ga. 28.1 20.3 13.5 1 30' 5SQ S11G-5x5 11 Ga. 9.0 4.1 1.1 D 30' 5SQ S07G-5x5 07 Ga. 18.0 11.0 6.7 D 30' 6SQ S07G-6x6 07 Ga. 24.3 17.0 10.7 J 35' 6SQ S07G-6x6 07 Ga. 11.2 6.4 2.1 1 39' 6SQ S07G-6x6 07 Ga. 6.2 2.0 - J HOW TO ORDER POLES Select appropriate choice from each column. ALUMINUM POLES (411, 5" and 6" Aluminum square poles) Height Pole Description EPA Bolt Series 80 MPH 90 MPH 100 MPH Circle 10' 4SQ A125 - 4x4 x .125" 12.4 9.3 7.7 F 12' 4SO A125 - 4x4 x .125" 9.0 6.4 5.1 F 14' 4SO A125 - 4x4 x .125" 6.4 4.2 3.1 F 16' 4SQ A125 - 4x4 x .125" 4.3 2.4 1.5 F 16' 4SQ A188 - 4x4 x .188" 9.3 6.4 4.9 F 18' 4SQ A125 - 44 x .125" 2.5 .9 - F 18' 4SQ A188 - 44 x .188" 6.9 4.4 3.1 F 20' 4SQ A188 - 44 x .188" 4.9 2.7 1.5 F 20' 5SQ A250 - 5x5 x .250" 15.8 11.0 8.6 G 20' 6SQ A250 - 6x6 x .250" 29.4 21.6 17.6 H 22' 5SQ A250 - 5x5 x .250" 12.7 8.4 6.2 G 22' 6SO A250 - 6x6 x .250" 24.7 17.7 14.0 H 24' 5SQ A250 - 5x5 x .250" 10.0 6.1 4.0 G 24' 6SQ A250 - 6x6 x .250" 20.7 14.2 10.9 H 26' 5SQ A250 - 5x5 x .250" 7.6 4.0 2.1 G 26' 6SQ A250 - 6x6 x .250" 17.1 11.2 8.1 H 28' 5SQ A250 - 5x5 x .250" 5.5 2.1 - G 28' 6SQ A250 - 6x6 x .250" 13.9 8.4 5.6 H 30' 6SQ A250 - 6x6 x .250" 12.0 5.9 3.3 H Steel pole weights: 4x4 11 Ga, is approximately 7:5 lbs. per ft. 5x5 11 Ga. is approximately 9.0 lbs. per ft. 5x5 07 Ga. is approximately 12.5 lbs. per ft. 6x6 07 Ga. is approximately 15.4 lbs. per ft. Aluminum pole weights: 44 x .125 is approximately 2.7 lbs. per ft. 44 x .188 is approximately 3.4 lbs. per ft. 5x5 x .250 is approximately 6.3 lbs. per ft. 6x6 x .250 is approximately 6.9 lbs. per ft. Pole Series Material Height g Bracket Configuration Pole Finish Options Sq. Pole tar S11G-11 Ga. Steel 10' S-Single Steel 4BC-4" Base Cover Bolt -On Bracket S07G- 7 Ga. Steel 12' D9011-Double 'PP -Prime Paint 5BC-5" Base Cover 4SOB A125-125 Aluminum 14' DN901-Double** BRZ-Bronze Paint 6BC-6" Base Cover 5SQB A188-188 Aluminum 16' D1800 Double BLK-Black Paint ER2-Weatherproof Duplex Receptacle 6SOB A250-.250 Aluminum 18, T900-Triple SAN -Sandstone Paint (GFI Not Available) Sq. Pole for 20' T120*-Triple WHT-White Paint 48HH-48" Above Base Handhole Tenon Mount Bracket 22' 0901-Quad PLT-Platinum Paint GA -Galvanized Anchor Bolts 4SON 24' ON90*-Quad** SPL-Special NO -No Options 5SON 26' Aluminum 6SQN 28 BA -Brushed Alum. 30' BRZ-Bronze Paint 35' 39' BLK- Black Paint SAN-Sandstone Paint Sq. Pole with et S11G-11 Ga. Steel {Held -On Bracket S07G- 7 Ga. Steel WHT-White Paint 4SQWHE PLT-Platinum Paint 5SOWHE ABZ-Anodized Bronze 6SOWHE ABL-Anodized Black AC -Anodized Clear SPL-Special EXAMPLE OF ATYPICAL ORDER J 4SQB-S11G-18-S-BLK-4BC-ER2. *Luminaire prefix must be added to pole selection on weld -on poles only. Weld -on brackets are 10" long. **Steel poles only. HOW TO ORDER BRACKETS Select appropriate choice from each colum, I Bracket Designation Luminaire Prefix Type of Mounting Bracket Configuration Length Bracket Finish Options Tenon Mt. Only BKS-Bracket Steel HE BID -Boll -On S-Single 12" Steel For Steel Tenon Mt, NM -Tenon Mt, S-Single 24" PP -Prime Paint UT5-Up-Tilt 5° D90°-Double 36" BRZ-Bronze Paint UT10-Up-Tilt 101 D180°-Double 48" BLK-Black Paint RS-Round Sliptitier T90°-Triple SAN-Sandstone Paint NR-Not Required T120°-Triple 090°-Quad WHT-White Paint PLT-Platinum Paint SPL-Special Sfipfitter Size 2 0-(2',e" D.D ) O.D.) 3.0-(3y'2" 0_D.) WM-Wall Mt. S-Single 3„ BKA--Bracket Alum. HE BO-Bolt-On S-Single 121, Aluminum ADJ-Adjustable 6" BRZ-Bronze Paint 3.5--(4" O.D.) BLK-Black Paint SAN-Sandstone Paint WHT-White Paint PLT-Platinum Paint BA --Brushed Aluminum SPL-Special NR- Not Required NM --Tenon Mt, S-Single D90°-Double D180°-Double T90°-Triple T120°-Triple 090°-Quad 121, 24" 36' 481, ADJ-Adjustable 3" EXAMPLE OF A TYPICAL ORDER I BKS-HE-BO-S-12-BLK-NR Notes: Weld -On Brackets supplied with pole. For Bolt -On, order one bracket per luminaire. Tenon Mount brackets come as an assembly. PHOTOMETRIC DATA 40OW Super Metal Halide (Asymmetrical Distribution) 4MH MTG. HT. 3MH 2MH 1MH 0 1MH 2MH 3MH 4MH FRONT A B C n F c r- 16' 31.25 15.63 7.81 3.13 1.56 .78 .31 18' 24.69 12.35 6.17 2.47 1.23 .62 .25 20' 20.00 10.00 5.00 2.00 1.00 .50 .20 22' 16,53 _3 8.26 4.13 1.65 .83 .41 .17 24' 89 6.94 3.47 1.39 .69 .35 .14 ' 11.83 5.92 2.96 1.18 .59 .30 .12 a 10.20 5.10 2.55 1.02 .51.26 .10 8.89 4.44 2.22 .89 .44 .22 .09 LUMEN RATING 40,000 MH REFERS TO MOUNTING HEIGHT 40OW High Pressure Sodium (Type III Distribution) 3MH2MHIMH 0 4MH MTG. HT. A 3MH FRONT 2MH 1MH 0 1MH 2MH R r` n c c r_ 16' 15.6 7.8 3.1 1.6 .78 .31 i .16 18' 12.3 6.2- 2.5 1.2 .62 .25 12 20' 10.0 5.0 2.0 1.0 50 .20 .10_ 22' 8.3 4.1 1.7 .80 .41 .17 .08 24' 6.9 3.5 1.4 .70 .35 .14 .07 26' 1 5.9 3.0 1.2 .60 .30 .12 .06 28' 1 5.1 2.6 1.0 .50 .26 .10 O5 30' 1 4.4 2.2 .90 .40 .22 .09 .04 LUMEN RATING 50,000 31VIH MH REFERS TO MOUNTING HEIGHT 4MH BOLT CIRCLE g �B.,, �11",�B„ �3/, 12„ 00 <[( ❑ ❑o 0 11" F-1 F-lj//> Ei 121/2"� B C D F G H J Slotted Slotted Slotted Slotted Bolt Circle 8" to 11" 11" 11" 8" to 11" 93/4" to 11" 11" to 12y2" 12" Anchor Bolt Size 3/4" x 30" 3/4 " x 30" 1 " x 36" 3/4" x 30" 3/4^ z 30" 1 " x 36" 1 " x 36" Anchor Bolt Projection 31/4" 33t/2" 4" 31/2" 4" 4° Base Plate Thickness 3/4" 3/4" ill 1 " ill ill 11/' Note- Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for base plate templates. LSI LIGHTING SYSTEMS INC., 4201 MALSBARY ROAD, P.O. BOX 42728, CINCINNATI, OHIO 45242 TELEX 62838369 (513) 793-3200 LSI-HE-REV-2/87 CITY OF SOUTH BURLING'I ) SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) Farrell Distributing Corp., 5 Holmes Rd., So Burl., VT 05403 2) APPLICANT (name, address, phone #) (802) 864 4422 same as above 3) CONTACT PERSON ( name, address, phone #)— James A. Lamphere (802) 655 5020 Wiemann-Lamphere Architects, Inc 30 So ark Dr.., C'ol hestPr, err n544F 4) PROJECT STREET ADDRESS: _ 5 Holmes Road 5) LOT NUMBER (if applicable) one 6) PROPOSED USE(S) Ioffice,,warehouse and distribution center 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) first floor = 157,919 s.f.; second floor office = 3,472 s-f-; heiQbt - 28' 8) NUMBER OF EMPLOYEES 87 9) LOT COVERAGE: building 26 %; landscaped areas 46 % building, parking, outside storage 54 % addition only 10 ) COST ESTIMATES: Buildings $ 350,000 Landscaping $_7=500 Other Site Improvements (please list with cost•) $ new parking layout, curbs, etc., estimated a $1 S,OOn 11 ) ESTIMATED PROJECT COMPLETION DATE: September, 1997 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 15 12-1p.m. 15 1-2 p.m.10 ; 2-3 p.m. 15 3-4 p.m. 20 4-5 p.m. 30 5-6 p.m.65 ; 6-7 p.m. 20 13 ) PEAK HOURS OF OPERATION: 4 PM - 6 PM 14) PEAK DAYS OF OPERATION: DATE OF SUBMISSION DATE OF HEARING Tuesday, Friday SIGNATURE O LICANT PLEASE SUBMIT FIVE COPIES AND ONE REDUCED COPY (11 X 17 ) OF THE SITE PLAN WITH THE FOLLOWING INFORMATION: Lot drawn to scale (20 foot scale if possible). Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping. Existing and proposed curb cuts, pavement, walkways. Proposed landscaping plan (number, variety and size) equal to or greater than the required amount in the Zoning Regulations. Number and location of Parking Spaces: (9' x 18') with 22 or 24 foot aisles as required. Number and location of handicapped spaces as required. (see Table 26-1 of zoning regulations). Location of septic tanks (if applicable). Location of any easements. Lot coverage information: Building footprint, building, parking, and outside storage, landscaped areas and front yard. Location of site (street # and lot #). North arrow Name of person or firm preparing site plan and date. Farrell Distributer's So. Burlington, Vt. OVERVIEW January 13, 1997 Add office space (6700 sq.ft.) to provide for additional administrative space, unproved administrative space for sales staff and sales training area for personnel which already exist on site. These spaces will include, sales training area, sales support staff, new conference space, sales office, etc. In addition we intend to make alterations to the existing plant to provide for side loading operations to make the distribution of products more efficient etc. Alterations will include: 1. New ramp to allow access (in and out). 2. New truck wash area in existing repair garage. 3. Removal of column and new steel girder added. 4. New loading dock to CEW Room. Traffic: There is no intent to add traffic capacity. The owner is intending to change from end loaders to side loaders to make a more efficient operation however the same traffic that now exist will continue. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 7, 1994 Mr. David Farrell Farrell Distributing Corporation 5 Holmes Road South Burlington, Vermont 05403 Re: Zoning Appeal Dear David: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Room, 575 Dorset Street on Monday, November 21, 1994 at 7:00 P.M. to consider your request for a zoning variance. Please plan to attend this meeting and be prepared to address the attached appeal criteria. If you have any questions, please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer 1 Encl RW/mcp SOUTH BURUNOTON ZONING NOTICE 'In accordance with the South Burlington Zoning. Reeggulations 'and Chapter 117, titre 24, V.S.A. the 'South Burlington Zoning ,Board of Adjustment will hold a public hearing at the South Burlington Mu- nicipal Offices, Confer- ence Room, 575 Dorset Stret, South Burtingtion, Vermont on Monday, No- !vember 21, 1994 at 7:00 P.M. to consider the fol- lowing: #1 Appeal of David Far- rell seeking a variance from Section 26.00 Non- conforming uses, sub section 26.003 Extensions of the South Burlington Zoning Regulations. Re quest is for permission to constrict a 2900 square foot office addition to an t existing warehousing/dis- i tritxrtion facility d.b.a. Far- rell Distributing Corporation, located at 5 Holmes Road. C &2 Appeal of John P. Larkin seeking approval from Section 9.20 Condi- bonal- uses, sub -section 9.2M NurainglCorwaies- cent Homes oi the Soutil Burlington Zoning Regula- SonB: Request is for per- mission, to construct a 14'x50' 'and two 14'x26' additions to an existing community care home Proposed expansion wili result in an addition of eight (8) single occupancy units for a total of thirty two (32) units, d.b.a. Pillsbury Manor, located at 1510 WlWston Road. #3 Appeal of James and Donna Carlson, agents seeking approval from Section 15.20 Conditional uses sub -section 15.205 automobile repair and Section 15.225 accessoryy uses, Section 26.65 MY tiple uses of the South Burlington Zoning Regula- tions. Request is for per- mission to oocui)v an existing 7200 square foot stricture for automobile repair and sales, ware- housing/storage, dlstribu- bon adllty on a lot containing 41,400 square feet, located at 88 Ethan Allen Drive. *4 Appeal of Jann Per- kkms Shawn Cliche seeking approval from Section 12.20 Conditional uses sub -section 12.201 Night Club of the South Burlington Regulations. Request Is for permission to occupy an existingg structure (containing 1920 square feet) as a nigght dub on a lot 26,400 square feet, located at 1087 Williston Road (for- nuh y Arby's). . #5 Appeal of Edgar A. Welch seeking a variance from Section 26.00 Non- complying, alterations & Section 26.65 Multiple Uses of the South Bur-' Iington Zoning Regula- tions. Request is for permission to construct an addition containing 6700 square feet to a stnxxure which Is located within the building envel- op along Dorset Street within the Central District. Property in question re- quires a conditional use permit, presently occu- pied by a second struo- lure containing 1800 square feet, located at 23 San Remo Drive and 340 Dorset Street. Plans are on file with the South Burls Planning and Zoning located at City Hall, 575 Dorset Street, South Burlington, Vermont. Richard Ward Zoning Administrative Of- ficer November 5, 1994 City of Sou' )Burlington Application to Board of Adjustment Date 10/18/94 Applicant Farrell Distributing Corporation Owner, leasee, agent 5 Holmes Road Address So. Burlington, VT 05403 Telephone # Official Use APPLI( )ION # HEARING DATE FILING DATE FEE AMOUNT 864-4422 Landowner Farrell Distributing Corporation Address 5 Holmes Rd., So. Burl, VT Location and description of property 13.8 acres located at end of Holmes Road, So. Burlington, VT 05403 Type of application check one ( ) appeal from decision of Administrative Officer( )request for a conditional use ( XX ) request for a variance. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (second and fourth Mondays). That a legal advertisement must appeal a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Provisions of zoning ordinance in question current warehouse building is located within C-1 district Current zoning ordinance states: (SEE REVERSE) Reason for appeal To add office space addition to non -conforming bldg. currently within C-1 districE. The owner or applicant should submit along with this application (8 copies) plans, elevations, landscaping diagrams (drawn to scale) traffic data and any other additional information which will serve as support evidence to the Board. Hearing Date Signature of Appellant Do not write below this line SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on ,- / Day of -'Week at to consider the following: Month and/ Date Appeal of Time seeking a from Section = of the South Burlington Zoning Regulations. Request is for permission tO r'yy�lLr_ �i (X�C%O �Q C/1J.�2C� jjCiD� C32 � G'J 2"'�( G cam/ /�%�«_ �. ,,��%0 �� ✓ / —.r CG-' 6 ,����—` t�r�c // G'G CJ -- � 2� �� Within a C-1 zone a non -complying building or structure may not be altered by increasing height or footprint, or otherwise increasing the square footage of the building or structure. ZONING BOARD OF ADJUSTMENT The South Burlington Zoning meeting on Monday, November City Hall Conference Room, Members Present November 21, 1994 Board of Adjustment held a 21, 1994 at 7:00 p.m. at the 575 Dorset Street. Fred Blais, Chairman; George Chamberland, Dennis Johnson, Dan King, Stephen Kramer, Maureen O'Brien Members Absent Joseph Randazzo Others Present James Lamphere, Fred Greer, Peter M. Collins, Janet Sarabia, Greg Rabideau, Anne Byrnes, Stephen Parizo, Pierre Bouchard, Mark Lawliss, Mary Merchant, Michael Dugan, Robert Donahue, Nancy Knox, Shawn Cliche, John Larkin, James Carlson, Alan Abair, Michael Simoneau, Richard Ward (Zoning Administrator) #1 - Appeal of David Farrell Seeking a variance from Section 26.00 Non -conforming Uses, sub -section 26.003 Extensions. Request is for permission to construct a 2900 square foot office addition to an existing warehousing/distribution facility d.b.a. Farrell Distributing Corporation, located at 5 Holmes Road. Mr. Ward informed the Board the area is zoned C-1 District. Warehousing, storage and distribution facilities are conditional uses within C-2 District (Section 13.219). Section 26.00 Non -conforming Uses, sub -section 26.003 Extensions (non -conforming shall not be extended). Proposed addition 2904 square feet (office area); existing structure 147,500 square feet. Lot size 13.8 acres. Jim Lamphere spoke for the appellant, saying that he had thought the property was in C-2 District. The site is difficult to develop for C-1 use, he said, being at a lower elevation than Shelburne Road and the neighboring property. The client has a five million dollar investment in the property and it would be a hardship not to allow him to expand, Mr. Lamphere said; his impression was that this was a permitted use at the time of development, so the client didn't create the hardship. The expansion doesn't change the character of the neighborhood, he said, and is in fact the predominant use in the area. As to this being the minimum possible variance, Mr. Lamphere said the owner intends to use the property to expand the warehousing in the future. ZONING BOARD November 21, 1994 page 2 Mr. King asked how much expansion might be planned in the next two to five years. Mr. Lamphere said the expansion might come much sooner than that, possibly in 6 months or a year, and would probably be in the 30,000 to 40,000 square foot range. Ms. O'Brien asked about the current plan; Mr. Lamphere said they are asking for more office space, partly for the storing of records. Mr. Blais said he didn't recall anyone previously coming before the Board for this property, and he couldn't see how it could be subdivided for C-1 use. Perhaps something fell between the cracks here, he said. Mr. Lamphere said that he had never come before the Planning Commission or Zoning Board to do the previous additions. Mr. Blais said that there is no possible way for the lot to conform to C-1 use; the owner has been there for 20 years and therefore didn't create the hardship; the addition will not change the character of the neighborhood; the requested variance is the minimum one. He asked for questions or comments from Board members or the audience. Hearing or seeing none he called the question. The appeal was granted unanimously. #2 - Appeal of John Larkin Seeking approval from Section 9.20 Conditional Uses, sub- section 9.203 Nursing/convalescent homes. Request is for permission to construct a 14' x 50' and two 14' x 26' additions to an existing community care home. Proposed expansion will result in an addition of eight (8) single occupancy units for a total of thirty-two (32) units d.b.a. Pillsbury Manor, located 1510 Williston Road. Mr. Ward informed the Board that the plan had been changed from the original one submitted. There are still eight units, but the dimensions of the additions are now 8' x 201on the front and 32' by 52' on the back. Since the size hasn't increased, he said, the warning is not a problem. The area is zoned R-4 District. Section 26.05 Conditional Uses, sub -section 26.056 Extensions (expansion of Conditional Uses automatically requires review and approval of the Board). November 22, 1982 approval granted to LTH Associates for community care home of 24 single occupancy units. Lot size 142,876 square feet (3.28 acres); 405 feet of frontage. Greg Rabideau spoke for the appellant, saying that the only difference between the original and amended plans is that he � �) b. .. , �e� .� r � � r ���.� �' ,�-�..,. _..-t../i-7 �.-��� .>-.,�i3 �z.y .L� �, .,v,,,.,�. �,'�°�"� �' .8 � �� f ,�� � ��. - �.._. �, l 1 r � I o L/ 47 y to,, s zim+OO m,gq9-31N.��.i, XX� aS ga,:. N O a mQ -_ »offf 1` O mgmRQ���$ $$��Qff,N -3m� Ogg.,QTT EL ,,'a��.� QMID ffI 0 ^' g. , lei ; itvv age 23 N j N �MOr T mW 81 I MOT,- m- City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 21, 1991 Mr. Hal Findlay Vacu-Tech, Inc. P.O. Box 203 Fairfax, Vermont 05454 Re: Retail Sales, 5 Holmes Road Dear Mr. Findlay: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the May 14, 1991 Planning Commission meet- ing minutes. Please contact. Zoning Administrative Officer Dick Ward within six (6) months from the date of approval to determine if a coning permit is necessary. If you have any questions, please give me a call. Sincerely, , oY eWeith City Planner 1 Encl JW/mcp cc: Holmes Road Properties PLANNING COMMISSION 14 May 1991 page 7 sti�ulaki.ons: 1__Einal sign-location_far Ecanaladge -shall —b-an _east_side-of driuewau-as_shown_ar_on_west_side_af_driueway,,,,If-s gn_is located_on-west-side -the -applicant -shall _submit-a_reuised-2lan ta-tfe,City., lanneL-&hawi.nq-the_sipn-located-as-such- `Siga_laca=Z t%an-shall_comply-with_CiLv s^siqn_ordinanee- 2- _Pull_baxes _shall _be _lacated_autside _of _sidewalk.. 3 _Curb_at-the _Econmlodpeµentrance_shal _not_go_thrauqh_Lhe_side walk -- _Plan -shall -be _reuised_accardin 1 _and_submitted_to-the Planner—far_appraualµpfi_ar-La _sj:anal-ins Lallations . Mrsµ-Maherseconded,.-botion-passed-unani.mouslu~ 7. Site Plan application of Vacu-Tech, Inc, for use of a 10,000 sq. ft. building for warehouse/distribution (9856 sq. ft.) and retail sales of boxed food items (144 sq. ft.), 15 Holmes Rd. Mr. Findlay said they manufacture frozen dinners in Fairfax, Vt. They have leased the building on Holmes Rd, with freezers in them and want to sell products out of one of the office rooms in this building on a very low-key basis (cash and carry of their products only). They estimate 5 to 6 customers a day. Mr-_Austin-moved_the__Planning-Cammissi_an-aEpraueµthe-Site-Plan applications -of u Tech In �farµuse�of�aµlO�QQQµs���ft build iaa,far-warehouse/distribution-�9856-sq µ.-ft_� -and -retail-sales-of boxed -food _i.tems__(144_sa�nzft.i�as� depicted -on -a-plan entitled "Swift-Independentµpackapinp~CampanZ,"-prepared_bV_Gearpe�Qutlaw and_dated_11/14/86,-last,-reuised_1/2/87-Lstamped-receiued-date_af 5/6/91 � -Faith-the-followincq_stipulations 1._This_appEa Kalµi_s-caaditiana1Fon-a-maximumFretaiI sales -area of 144 sp �ft'z�aAn-inc rease -in -retail-sales `aLea -will Lepuire—aa Planninc��Commission-appr-aval- 2 _A_zaninq/building-permi�µif-necessary,-shall-be-obtained within-6-manths-or-this^appraual-is_aull-andµuaid- Mrs-WMaher-seconded,_-Motion-passed,-uaanimausly- As there was no further business to come before the Commission, the meeting adjourned at 9:50 pm. CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER. OF RECORD (name, address, phone # ) Holmes Road Properties 5 Holmes Road, So. Burlington, VT 05403 2) APPLICANT (name, address, phone # ) Vacu-Tech, Inc. Main Street (P.O. Box 203) Fairfax, VT 05454 3) CONTACT PERSON (name, address, phone # ) Hal Findlay Same address as applicant, Phone 860-1173, 660-9029 4) PROJECT STREET ADDRESS: 15 Holmes Road 5) LOT NUMBER (if applicable) 6) PROPOSED USE(S) Limited retail sales of boxed food items. 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) 10,000 SF 8) NUMBER OF EMPLOYEES 1 9) LOT COVERAGE: building _35 %; landscaped areas 65 building, parking, outside storage 55 % 10) COST ESTIMATES: Buildings $ , Landscaping $ Other Site Improvements (please list with cost) $ No change to existing buildin 11) ESTIMATED PROJECT COMPLETION DATE: Immediate 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 4 persons Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 1 12-1p.m. 1 1-2 p.m. 1 2-3 p.m. 1 3-4 p.m. 4-5 p.m. ; 5-6 p.m. ; 6-7 p.m._ 13 ) PEAK HOURS OF OPERATION: 14) PEAK DAYS OF OPERATION: DATE OF SUBMISSION f DATE OF HEARING SIGNATURE OF APPLI ANT City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 26, 1991 Mr. Hal Findlay Vacu-Tech, Inc.. P.U. Box 203 Fairfax, Vermont 05454 Re: Retail Sales, 5 Holmes Road Dear Mr. Findlay: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project.. Please contact Zoning Administrative officer Dick Ward within six (6) months from the date of approval to determine if a zoning permit is necessary. If you have any questions, please give me a call. S erel J Weith, City Planner 1. Encl cc: Holmes Road Properties i - IIMt10Nt �r I � -� � IJNCJccurlCp ! 1 A ,, W I i I 4 � I --� � — —O • I � a I � � I nrr APPROVES .J§ mom SLW j' FEB 25 M wr t ►.rw 4++ + O[ONO[ YG OUnAW _ M1+JrY NMITs FC- �:,GIO,�1 m�or,IwAw ---Y--- `,toy �cJLMEh �c7Js.o w'' 1.1o'fE0 ..J u u cJ+-r waTera M -� e'' N - • . n"'"'pyTt.Iy,1 Erna: Sc,dLc N 2o-e� of D ft. 5/13/91 JW MOTION OF APPROVAL I move the South Burlington Planning Commission approve the Site Plan application of Vacu-Tech, Inc. for use of a 10,000 square foot building for warehouse/distribution (9,856 square feet) and retail sales of boxed food items (144 square feet) as depicted on a plan entitled "Swift Independent Packaging Company," prepared by George Outlaw and dated 11/14/86, last revised 1/2/87 (stamped received date of 5/6/91) with the following stipulations: 1. This approval is conditional on a maximum retail sales area of 144 square feet. Any increase in retail sales area will re- quire Planning Commission approval. 2. A zoning/building permit, if necessary, shall be obtained within 6 months or this approval is null and void. Memorandum - Planning May 14, 1991 agenda items May 10, 1991 Page 3 The Econo Lodge entrance will also be improved and widened to 37 feet in width. Landscaping: The plans submitted do not accurately depict the existing green areas between the curbing in the parking area and the sidewalk along Williston Road and the Econo Lodge access drive. The applicant will be submitting a revised plan. This access change will result in more green space on the property since no green space will be lost at the Econo Lodge access and approximately 360 square feet of green space will be added along Williston Road. Parking: Any parking spaces lost by the new access would be gained by the closing of the old curb cut so there would be no net change in the number of parking spaces available. Other: See Bill Szymanski's suggested changes to the plans. These address primarily the improvements associated with the traffic signal rather than the change in access for Bernie's Auto. 7) VACU-TECH. INC. - RETAIL SAL _ 15 HOLMES ROAD This project involves using a 144 square foot space in a 10,000 square foot storage and distribution facility for retail sales of boxed food items. There will be no alterations to the building necessary to accommodate this new use. This property is located at 15 Holmes Road in the C1 District. It is bounded on the north and east by Farrell Distributors, on the west by the railroad tracks, and on the south by Holmes Road. Access/Circulation: Access to the property is via one (1) 35 foot wide curb cut on Holmes Road. Circulation within the parking area is acceptable. Coverage/Setbacks: Building coverage is 9.8% (maximum allowed is 30%). Total lot coverage is 26.4% (maximum allowed is 70%). Front yard coverage is 29.5% (maximum allowed is 30%). Parking: This project requires a total of four (4) parking spaces and 13 spaces are being provided. Parking stall dimen- sions and aisle widths meet minimum requirements. landscaping: Since there will be no improvments to the building, there is no minimum landscaping requirement. 3 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 May 11, 1991 Mr. Hal Findlay Vacu-Tech, Inc. P.O. Box 203 Fairfax, Vermont 05454 Re: Retail Sales, 15 Holees Road Dear Mr. Findlay: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Also en- closed is Bill Szymanski's comments. Please be sure someone is present on Tuesday, May 14, 1991 at 7:30 P.M. to represent our request. Si rely, vet J Weith, City Planner Encls JW/mcp cc: Holmes Road Properties M E M O R A N D U M To: Project files From: William J. Szymanski, City Engineer Re: May 14, 1991 agenda items Date: April 29, 1991 5) MERRILL JARVIS POST OFFICE PARKING. WILLISTON ROAD The proposed plan for post office employee parking is acceptable. 6) RAMADA-ECONOLODGE TRAFFIC SIGNALS. WILLISTON ROAD 1. Pull boxes should be located outside of the sidewalk. 2. Curb at the Econolodge entrance shall not go through the sidewalk. 3. I recommend that the width of the sidewalk be 5 feet instead of 4 feet as shown on the plans. 4. Closing the Williston Road curb cut to Bernie's Auto is a good idea. 7) SWIFT PACKING COMPANY, HOLMES ROAD This property is in the path of the South Burlington southern connector if and when it is built. Plan dated 11/14/86 is ac- ceptable. Il�4CU � �� ,/7r If , 00 AWtDl'd6 '7" low—, q� x C.�� SIZE �. io 3, Gvp � M E M O R A N D U M To: South Burlington Zoning Board of Adjustment From: Wililam J. Szymanski, City Manager Re: Farrell Distribution Corporation, Holmes Road Date: June 8, 1988 The filling of approximately 10' on top of a sewer pipe will place an additional 1200 to 1500 lb. load on top of this pipe plus truck parking loads. The pipe is asbestos cement class 2400. The City does not have any information on this pipe. An engineering firm doing sewer design work should be consulted for this loading information. LEGAL NOTICES I iOUTH BURLINOTON ZONING NOTICE to accordance with the South Burlington Zoning Reggulators and Chapter 117, Title 24, V.S.A. the South Burlington Zg Board of Adiustmentoninwill hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Monday, June 13, 1988 at 7:00 P.M. to consider the following: # 1 Appeal of Michael Barry seeking approval from Sec- tion 19.65 Multiple uses, subsection 19.652 of the South Burlington Regula- tions. Request is for permis- sion to construct a 65' x 160' structure occupying 5200 square feet for auto body repair and 5200 square feet for storage and distribution, also occupy 4200 square feet of the existing structure for service and repair uses on a parcel containing 3.4 acres, lo- cated at 29 Berard Drive. IO2 Appeal of Farrell Distrib- uting Company, James Lam- phere, agent seeking approval from Section 19.35 Filling with earth Products of South Burlington Regulations. Request is for Permission to fill an area containing approximately 15,000 to 20,000 square feet an average depth of seven (7) feet, located east- erly of the Vermont Railroad frocks and southerly of the new garage facility, at 5 Holmes Road. #3 Appeal of Susan Eaton I seeking a variance from (I Section 18.00 Dimensional Requirements subsection IS. 104 Interstate setback of j the South Burlington Regula- tions. Request is for permis- sion to construct a 30' x 32' two family dwelling to with- in thirty two (32) feet of the Interstate 89 right-of-woyy, located at 115-117 Oak- wood Drive. #4 Appeal of Rik Carlson seeking approval from Sec_ Lion 11.20 Conditional uses, subsection 11.211 Outside storage of the South Burling- ton Regulations. Request u for permission to use a 40 foot trailer box for storage, located at Sleepy Giant, 388 Shelburne Road. Richard ward, Zoning Administrative Officer May 28, 1988 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 June 1, 1988 Farrell Distributing Company 5 Holmes Road South Burlington, Vermont 05403 Re: Zoning Appeal Dear Mr. Farrell: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Room, 575 Dorset Street on Monday, June 13, 1988 at 7:00 P.M. to consider ,your zoning application. Please plan to attend this hearing. Very truly,,, _ 9 !, 4-le4 Richard Ward, Zoning Administrative Officer RW/mcp 1 Encl cc: Wi_eman-Lamphere Architects MV r-1 ZOA May 5, 1988 Mr. Dick Ward South Burlington Municipal Office Dorset Street So. Burlington, Vermont 05403 Re: Farrell Distributing - So. Burlington Dear Dick: Enclosed please find a copy of the revised site plan for the above project which we discussed this week. This plan represents the relocation of fill on the site and as you suggested, we are in the process of requesting a fill permit so in the future any fill coming on site would be covered from a permit standpoint. Thank you for your assistance. Sincerely, WIEMANN-LAMPHERE ARCHITECTS, INC. James A. Lamphere JAL/cde encl ND y ~� VV|EMANN'LAMPHERE.ARCH|TECTS ° 289COLLEGES[ ° BUR L|NGT0N.VERK4ONTU5401 ° 8021040950 City of South Burlington Application to Board of Adjustment )ate ',pplicant Address Owner, leasee, agent Telephone # landowner Address .ccation and description of property Official Use APPLICATION # 23$ -AL_ HEARING DATE FILING DATE FEE AMOUNT �`0_ Tel # .ype of application (check one ( ) appeal from decision of Administrative )ffice ( ) request for a conditional use ( ) request for a variance. understand the presentation procedures required by State Law (Section 4468 Df the Planning & Development Act). Also that hearings are held twice a nonth (second and fourth Mondays). That a legal advertisment must appear a ninimum of fifteen (15) days prior to the hearing. I agree to pay a hearing =ee which is to off -set the cost of the hearing. ovisions of zoning ordinance in question Reason for appeal 'he owner or applicant should submit along with this application (8 copies) )lans, elevations, landscaping diagrams (drawn to scale) traffic data and any Dther additional information which will serve as support evidence to the Board. Hearing Date Signature of Appellant Do not write below this line ------------------------------------------------------------------------------- SOUTH BURLINGTON ZONING NOTICE n accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold 9 public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on -.- (Day of we" at to consider the following: month and d te) Timle #� p p e a 1 o fB/I/ seeking Jr- from Section of the South Burlington Regulations. Request is for permission to/�- v%o" o o 0 It May 6, 1988 Mr. Dick Ward South Burlington Zoning Municipal Offices 575 Dorset Street So. Burlington, Vermont 05403 Re: Farrell - So. Burlington Dear Dick: I'm writing in request of a fill permit for the west side of the Farrell Property as indicated on the enclosed plan. Also enclosed is a memo answering your questions regarding Article 19.351 of the So. Burlington Zoning Ordinance. If you have any questions, please give me a call. Sincerely, WIEM ,)LK14LAMPHERE ARCHITECTS, INC. amass A. I} phere J AL/cde encls. WIEMANN-LAMPHERE, ARCHITECTS 9 289 COLLEGE ST. e BURLINGTON, VERMONT 05401 * 802-864-0950 DOc F-IDo RE: FARRELL SOUTH BURLINGTON SOUTH BURLINGTON ZONING REGULATIONS, 1982 19.35 19.351 A. NOT APPLICABLE - FILL PROJECT B. REFER TOSITE PLAN (AVERAGE 10' DEEP) C. NONE D. NONE E. NONE F. NONE G. EROSION CONTROL TEMPORARY MEASURES: 1. SILT FENCES 2. HAY BALE DYKES 3. HAY EMBANKMENTS & NETTING PERMANENT EROSION CONTROL 1. RIP RAP OF EXISTING DRAINAGE WAY 2. RE-ESTABLISH GRASS 3. DIRECTION OF STORM DRAINAGE VIA PAVED RUN-OFF TO RIPRAP DRAINAGE WAY 4. LANDSCAPE - REFER TO SITE PLAN WIEMANN-LAMPHERE, ARCHITECTS * 289 COLLEGE ST. 9 BURLINGTON, VERMONT 05401 o 802-864-0950 �� ,� G�^-�.. G�v'� c..c �r� Lam^---+�.C�./'Gc.,_,, _ __ I City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 June 14, 1988 James Lamphere Wiemann-Lamphere Architects 289 College Street Burlington, Vermont 05401 Dear Jim: ZONING ADMINISTRATOR 658-7958 Be advised that your request to fill an area to the rear of Farrell Distributing Company has been granted. The Board stipulated that you satisfy the concerns of Bill Szymanski (memo of 6/8/88) before filling. If you have any questions please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp City of South Burlington rn 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 PLANNER 658-7955 September 23, 1987 James Lamphere Wiemann-Lamphere Architects 289 College Street Burlington, Vermont j 05401 Dear Mr. Lamphere: ZONING ADMINISTRATOR 658.7958 Enclosed please find your copy of Findings of Fact. If you have any questions please call me. Sincerely, ja",�'�. 4A'-,1tL Jane B . Lafleur, City Planner JBL/mcp 1 Encl City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 August 25, 1987 James A. Lamphere Wiemann-Lamphere Architects, Inc. 289 College Street Burlington, Vermont 05401 Re: Farrell Distributing Corporation, 5 Holmes Road Dear Mr. Lamphere: ZONING ADMINISTRATOR 658-7958 Enclosed are the minutes of August 11, 1987. Please call me if you have any questions. Sincerely, Jane B. Lafleur, City Planner JBL/mcp 1 Encl cc: Farrell Distribution Corporation a t CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone # ) Farrell Distributing Corp. Holmes Road, South Burlington, Vermont 05401 (802) 864-4422 2) APPLICANT (name, address, phone # ) Farrell Distributing Corp. Holmes Road, South -Burlington, Vt. 05401 3) CONTACT PERSON (name, address, phone # ) James A. Lamphere Wiemann-Lamphere Architects, Inc. 289 College Street, Burlington, Vermont 05401 (802) 864-0950 4) PROJECT STREET ADDRESS: Holmes Road South Burlington Vermont 05401 5) LOT NUMBER (if applicable) N/A 6) PROPOSED USE(S) Vehicle Repair Facilit 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) 16,400 s.f., 1 story building, 28' height 8) NUMBER OF EMPLOYEES 4 to 5 mechanics 9) LOT COVERAGE: building 24.5 %; landscaped areas % building, parking, outside storage 39 % 10 ) COST ESTIMATES: Buildings $ 600,000.00 , Landscaping $ 4,000.00 . Other Site Improvements (please list with cost) $ Sewer Relocation: $34,000.00; Paving: $20,000.00 11) ESTIMATED PROJECT COMPLETION DATE: Fall 1988 2 vehicles/week for paint, 12 ) ESTIMATED AVERAGE DAILY TRAFFIC ( in and out) body repair primarily, fall � winter operations Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 1-2 p.m. 2-3 p.m. 3-4 p.m. 4-5 p.m. 5-6 p.m. 6-7 p.m. PEAK HOURS OF OPERATION• p _ 6 : 3-0 �0 8 : 0 a . m . 3 :- -t-o p.m. 14) PEAK DAYS OF OPERATION: DATE OF SUBMISSION DATE OF HEARING y and Frid SfG"TUIZE OF APPLICANT PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 August 20, 1987 Mr. James Lamphere Wiemann-Lamphere Architects 289 College Street Burlington, Vermont 05401 Re: Farrell Distribution Corporation Dear Mr. Lamphere: Enclosed are the minutes of the July 28, 1987 Planning Commission meeting. PI -ease call me if you have any questions. Sincerely, Jane B. Lafleur, City Planner JBL/mop 1 Encl cc: Manager, Farrell _ Distribution Corporation ZONING ADMINISTRATOR 658-7958 f WIEMANN LAMPHERE, ARCHITECTS 289 COLLEGE STREET BURLINGTON, VERMONT 05401 PHONE (802) 864-0950 To: TfnF l� �C� _l %�%�j_ Date Project No.7 Project C44,A_r, 6 3 i l t`fG Gentlemen: We are sending you the following items ffherewith under separate cover Items transmitted as follows: aApproved ❑ Approved as noted Not approved F1Resubmit for approval Furnish corrected copies For your files Items sent by: Our messenger Your messenger 1-1 class mail WIEMANN—LAMPHERE 3M SETS OCP 1086 By: PLANNING COMMISSION 28 JULY 1987 PAGE 6 located will be gone by 1988. This project will replace that structure. It will be within the required setbacks. The new support building will be in the rear. Mrs. Maher questioned why the applicant came to the Planning Commission before the Zoning Board since a variance is needed. Mr. Dugan noted they need the variances for multiple buildings on a lot and because there could be a marine sales business which is a conditional use. Mrs. Hurd asked if the alignment with Shunpike Rd. will be changed. Mr. Dugan'said it will not. Mr. Dugan said they meet lot and building coverages. Ms. Perkins said this is not yet verified. Mr. Dugan said that everything will be pitched from buildings to the stormdrains. He noted that all the new parking will not be on the private road. Ms. Perkins confirmed there is enough parking. Mrs. Hurd said she had a problem with more and more develop- ment off the private road. Mr. Tate said they just put in speed bumps, and this is the last lot that can be developed off the road. Mr. Belter recommended more low plantings up front and some- thing to shield some of the parking. Mr. Jacob stressed that if marine sales go into the building, they will not be allowed outside display space. This will be a stipulation. Members felt they wanted more precise coverage figures, better recommendations on landscaping and the Fire Chief's input on the plan before proceeding. Mrs. Hurd moved that the site plan application of 3060 Williston Rd. be postponed until 11 August 1987. Mrs. Maher seconded. Motion passed 3-1 with Mr. Jacob opposing and Ms. Pugh abstaining. A brief recess followed. 6. Site plan application of Farrell Distributing Corp. to construct a one-story, 16,400 sq. ft. building for use as a vehicle repair facility at 5 Holmes Rd. Mr. Lamphere noted that the applicant has started to purchase trucks and neeclsa facility to maintain them. The location is just beyond the entrance to East-o-Lake. Mr. Jacob noted the PLANNING COMMISSION 28 JULY 1987 PAGE 7 location is in the path of the proposed Southern Connector. Mr. Lamphere said the problem is they have to be able to drive through the building and it would be beyond what is economically feasible to move the building back. He noted the Connector was voted down several years ago. Mr. Lamphere also noted that if there is an official city map, the ap- plication could be denied, and the City would then have 120 days in which to buy the property. Mr. Lamphere then showed the traffic circulation pattern. All of the traffic anticipated currently exists on the site. It will not affect Shelburne Rd. Some filling will be required for drainage ditch. The re- tention pond will remain. The required landscaping has not been met. It will be necessary to pave all around the building. If the Commission insists, they will put more landscaping up front. The project requires 102 parking spaces plus parking for 6 trucks. This already is met. Mr. Jacob said the parking needs to be shown on the plans. Mr. Belter asked if the plan has to be reviewed by Wagner, Heindel & Noyes. Ms. Perkins said she did not think so. Mrs. Maher aid she would like to see a revised landscapin lan. She also felt the Commission had to ad- dress the issue of the Connector extension, and she didn't want to give an approval without an opinion from the City Attorney as it might someday cost the city a lot of money to buy the building. Mrs. Hurd moved that the site plan application of Farrell Distributing Corp. be continued until 11 August 1987. Mr. Belter seconded. Motion passed unanimously. 6. Public Hearing: Final plat application of William Shearer (Summer Woods) for a 56-unit planned unit development on 15.5 acres to the west of 159 and 173 Patchen Rd. Mr. Spitz indicated the changes made since preliminary plat. A few units have been relocated and some parking changed. Every unit will not have a garage; about 12 units will have two parking spaces instead of the garage and one parking space. He indicated they will comply with the City Engineer's requests regarding drainage and concrete curbs. Regarding the issue of the private street, Mr. Spitz noted the project was approved at preliminary plat with the under- standing it would be a private street. They will widen the cul de sac to 40 feet. They can get a 60-foot right-of-way 8/11/87 KLP MOTION OF APPROVAL That the South Burlington Planning Commission approve the site plan application of Farrell Distributing Corporation to construct a new 16,400 square foot accessory garage at 5 Holmes Road as depicted on a plan entitled "Proposed Garage Building, Farrell Distributing Corporation, Holmes Road" prepared by Wiemann- Lamphere, Architects, Inc., dated May 27, 1987 with the following stipulations: 1. 6 additional parking spaces will be required by the Planning Commission, making a total of 108 spaces. The spaces shall be delineated on the recorded plan. 2. A landscaping bond of $8,000 shall be posted prior to permit. A revised landscaping plan shall be approved by the City Planner. 3. One hydrant must be relocated on the lot to a location determined by the Fire Department 4. A sewer allocation of 75 gallons per day must be made and the $2.50 per gallon fee must be paid prior to permit. 5. A $90.00 contribution toward the Shelburne Road intersection improvement fund based on 4 new trip ends shall be made prior to permit. 6. A plan of the relocated sewer main shall be submitted for approval. The relocated sewer shall be at least 10 feet from any building. 7. This building permit shall be obtained within six months or this approval is null and void. PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 August 7, 1987 James A. Lamphere Wiemann-Lamphere Architects, Inc. 289 College Street Burlington, Vermont 05401 Re: Farrell Distributing Corporation Dear Mr. Lamphere,: ZONING ADMINISTRATOR 658-7958 Enclosed are the agenda and my comments to the Planning Commission regarding your plan. Please be sure someone is present on Tuesday, August 11, 1987 to represent your plan. Sincerely, Kathryn Perkins, Acting City Planner KP/mcp F,ncls cc: Farrell Distributing Corporation M E M O R A N D U M To: The South Burlington Planning Commission From: Kathryn Perkins, Acting City Planner Re: August 11, 1987 agenda items Date: August 7, 1987 2) FARRELL DISTRIBUTING CORPORATION, 5 HOLMES ROAD At the last meeting (7/28/87) when the Planning Commission reviewed this plan, there was a question as to whether the applicant had a legal right to construct the proposed garage on the land that wa`s proposed for the Burlington Connector extension. Dick Spokes, the City's Attorney, confirmed that the applicant does have a legal right to build there. The City does not own the r.o.w., nor did the City approve an official city map showing the r.o.w. along that parcel. The applicant must receive a fill permit prior to permit. A landscaping bond of $8,000 shall be posted prior to permit. An additional $3,000. worth of new planting would cover 10 new 7 - 8 foot austrian pines which are hardy evergreen species. $5,000 worth of new planting is shown. A revised landscaping plan shall be submitted and approved by the City Planner prior to permit. 3) 3060 ASSOCIATES, 3060 WILLISTON ROAD When we reviewed this plan last (7/28/87) there were questions about landscaping, coverage, fire safety and required permits from the Zoning Board. Landscaping: At the last meeting it was requested by the Planning Commission that some low shrubs be planted along the front of the parking lot closest to Williston Road to partially shield parked cars from Williston Road traffic. A landscaping bond for the full cost of the planting shall be posted prior to permit. A revised landscaping plan shall be submitted as well. Coverage: Michael Dugan, Architectjhas not yet verified with me the 35% green space and 65% coverage stated on the plans. I hope to meet with him prior to the meeting. Zoning Permits: The applicant5will. meet with the Zoning Board on August 10, to seek their required permits. Other: See Chief Goddette's comments. TO: FROM RE: DATE: 1. 2. 3. 14$'nut� ,ourfingtun Nire Departntex«, 575 Dorset street -*uutb Burlington, Vermont 05401 OFFICE OF JAMES W. GODDETTE, SR. CHIEF (802) 658-7960 MEMORANDUM 50. BURLINGTON PLANNING COMMISSION CHIEF GODDETTE PLANS REVIEWED Farrell Distributing Proposed Garage Plans reviewed and at this time the only problem I see is one hydrant in needed to be relocated. I did meet with Mark Lucas on the change. LBD Development Hinesburg Road No problem found at this time on the lay out of the lots but more information is needed on the water system and hydrant layout. Summer Woods Development Patchen Road The only problem I see at this time on this project is with the building units 41 to 46 we do not have proper access for equipment. 4. Ethan Allen Farm Phase 3 At this time I do not see a problem for the fire department in given fire protection. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 PLANNER 658-7955 July 24, 1987 James Lamphere Wiemann-Lamphere Architects, Inc. 289 College Street Burlington, Vermont 05401 Re: Farrell Distributing Corporation, 5 Holmes Road Dear Mr. Lamphere: ZONING ADMINISTRATOR 658-7958 Enclosed are the agenda and my comments to the Planning Commission regarding your plan. Please be sure someone is present on Tuesday, July 28, 1987 to represent your application. Sincerely, Kathryn Perkins, Acting City Planner KLP/mcp cc: Manager, Farrell Distributing Corporation Encl s Memorandum - William J. Szymanski July 24, 1987 Page 2 5) 3060 WILLISTON ROAD, SOUTH BURLINGTON 1. The developer of this parcel should anticipate interconnections with adjacent properties especially the property to the east when it is developed. 6) NEW GARAGE _ FAARREL DISTRIBUTION, HOLMES ROAD 1. The City intends to restudy the possibility of a extension of the Burlington connector. The project is in the State program for planning and engineering. The original building through cooperation of the owner and architect was placed on the lot so that if the connector is constructed it would fit in between the building and the railroad track. This new addition is within the corridor planned for the road. My recommendation would be that it not be constructed at the location shown. 2. A plan of the relocated sewer main shall be submitted for approval. The relocated sewer shall be at least 10 feet from any building. 7) SUMMER WOODS, 1. Draining 500 feet of new road on to Patchen Road is not acceptable. Additional inlets must be added. 2. Concrete curbs should be continuous across entrances where it shall be depressed with a 1 1/2 inch reveal. 3. Typical road section should show sidewalk. The bituminous paving shall be 3 inches in thickness not 2 1/2. Gravel base shall have a total thickness of 18 inches not 16 inches. There should be a separation (grass strip) of at least 5 feet between curb and sidewalk. 4. Street should be public, built to City standards. Winding Brook residents have requested their street be City maintained. Ridgewood residents have requested a meeting for the same purpose. At a September, 1986 Council meeting, Council requested the Planning Commission not allow any more private streets. 5. The 30' radii turnaround is to short for large delivery trucks. 6. The developer shall designate the engineer that will 2 Memorandum - Planning July 24, 1987 Page 3 6) FARRELL DISTRIBUTING CORPORATION. 5 HOLMES ROAD The applicant proposes to construct a new 16,400 square foot building for a garage facility on a 13.8 acre lot. A 131,155 square foot building already exists on the lot. The garage is an assessory use. Access: Access is shown via a 32 foot wide driveway off of Holmes Road. Circulation: Circulation is shown via a 24 foot wide driveway from the front of the building to the back, where the garage will be located. Parking. Parking spaces are not delineated on the plan. I calculate roughly 60 spaces, but the applicant should delineate existing and proposed parking spaces. 589 spaces are required for the total square footage based on storage and distribution data, (1 space per every 250 square feet floor area). Traffic: This lots is in overlay zone 4 (once Holmes Road is signalized). A maximum of 450 trip ends are permitted for this lot. 31 trip ends are generated. Landscaping: $13,500 worth of landscaping is required. $5000. is proposed by the applicant. I will have recommendations at the meeting. A bond must be posted prior to permit. Other: See Bill Szymanski's comments. Chief Goddette is on vacation. He must approve these plans prior to permit. A additional sewer allocation of 75 gpd must be made and the $2.50 per gallon fee must be paid prior to permit. A $90.00 contribution toward the Shelburne Road intersection improvement fund based on 4 new trip ends shall be made prior to permit. 7) WILLIAM SHEARER. SUMMER WOODS, PATCHEN ROAD, FINAL PLAT Mr. Shearer proposes a 52 planned unit development on 15.5 acres located west of 159 and 173 Patchen Road. Since Preliminary- Plat 2 units were relocated and'12 garage spaces were replaced with 12 open parking spaces. A traffic study was completed by David Spitz (see enclosed). The study showed that the proposed development would not impact the new intersection of the development and Patchen Road to below a level of service C. He determined that, Summer Woods traffic represents 1.2% of all 1992 design hour traffic through White Street/Patchen Road intersection. An intersection improvement 3 n o p Tbat .................... JAHN. A.. NAAR1$0N.,..of. Zalemp .Massachusetts ... .... ..: ............................ of ... XXxxX XXXX,}Cx �S3tAtdt� ?4�G XXXx x? 4*)WXKy 4*XF 2SW4n considera- tion of ............. Ten and More ... DOLLARS, paid to .,.........hi$.... satisfaction by THE MERCHANTS BANK, a banking corporation or- ganized and existing under the laws of the State of Vermont and having its office and principal place of business in Burlington, County of Chia ` and -State of IV ont, do . hereby give, grant, bargain, sell, alien and convey unto the said MERCHANTS BANK, its successors and assigns South Burlington forever, the following described piece or parcel of land situated in ......................... . County of .......ghittenden , , , and State of Vermont, viz.. See Exhibit A 4. A. r Y , t�• g K�•Z i y ,Y1 - r lC `5r Y 7M OC►1177 '� r�, �� ♦ q gyp, 4 Exhibit A A certain piece or parcel of land, with all buildings and other improvements thereon, located on the westerly side of Shelburne Road in the City of South Burlington, and being more particularly described as follows: Commencing at a point in the westerly sideline of Shelburne Road, which point is the northeasterly corner of a piece or parcel of land herein described and is also the southeasterly corner of lands and premises conveyed to E.N. Stetson pursuant to a warranty deed, dated November 1, 1928, of J.F. Ramsdell and F.D. Ramsdell, recorded in Volume 12, Page 98 of the Land Records of the City of South Burlington; thence proceeding in a westerly direction along the southerly line of said lands and premises now or formerly of Stetson a distance of 450 feet to a point, which point marks the northwesterly corner of lands and premises conveyed to McDowell -Gilbertson Enterprises, Inc. pursuant to a warranty deed, dated August 18, 1969, of Joseph A. Canavan and Lorraine A. Canavan, recorded in Volume 91, Page 300 of the Land Records of the City of South Burlington; thence turning to the left and proceeding in a southerly direction a distance of 595.73 feet, more or less, to a point which marks the northerly sideline of Holmes Road; thence turning to the left and proceeding in an easterly direction in the northerly sideline of Holmes Road a distance of 455.18 feet, more or less, to a point in the westerly sideline of Shelburne Road; thence turning to the left and proceeding in a northerly direction in the westerly sideline of Shelburne Road a distance of 487.15 feet, more or less, to the point or place of beginning. The piece or parcel described herein is depicted as Parcels 1, 2, 3, 4 and that portion of the right of wav known as "Crown Road" enclosed by Parcels 1, 2 and 4 on a Plan of Land entitled "Property Plan, Joseph A. and Lorraine A. Canavan", dated December 30, 1968 and revised August 15, 1969, recorded in Volume 80, Page 121 of the Land Records of the City of South Burlington. Being all and the same lands and premises conveyed to John A. Harrison pursuant to a warranty deed, dated January 2, 1980, of Lutz N. Wallem and John A. Harrison, recorded in Volume 107, Page 271 of the Land Records of the City of South Burlington. The premises are said to be glebe land, so-called, and as such are subject to an annual rental. Said lands and premises are subject to mortgages of record. Reference is made to said deeds and plan and to their records and to the deeds and records therein referred to in further aid of this description. i l,tJ V„Vl y".aii� t il1t;l %i" an ouiluaigs anu i iproveniefus ,low on swu prcuii,*4b u, thereon, and without in any way limiting the generality of the foregoing, also includes all fixtures in- cluding the complete heating and lighting systems and equipment thereof; the air-conditioning, re- frigerating and ventilating systems and equipment; bathroom fixtures with boilers, tanks and hot water system and equipment; fire extinguishing and sprinkler apparatus; all plumbing, window shades and screens, screen doors, awnings and storm doors and windows; all built-in book cases, mantels, chests, drawers and other equipment, and all trees and ornamental shrubs and perennial flowers. All of the above aforesaid buildings and improvements, whether or not they are specifically enumerated herein, are to be treated as a part of the realty and security for the performance of the conditions of this mortgage. To babe anb to bolt the above granted and bargained premises, with all the privileges and appurtenances thereof and thereunto belonging unto the said THE MERCHANTS BANK, its successors and assigns, to its and their own proper use, benefit and behoof forever. And ..... I. the said .... �OHN. A.. HARRISAN ...... . . ,, . _ ............................. . ............................................................................. do for ......myself ........ and .....my..... heirs, executors and administrators, covenant to and with the said THE MERCHANTS BANK, its successors and assigns, that at and until the enseal- ing of these presents ........ .... well seized of the premises, in fee simple, that ....... _... . have good and lawful authority to bargain and sell the same, in manner and form as is above written; that they are free and clear of all encumbrance, ....... except. as . ahave. set. forth .... ................................................................................ ............................................................................ and that ..... I...... will warrani and defend the same against all lawful claims and demands of any person or persons whomsoever. The Conbationg of fjig �eeb are such that if said ....... JOHN . A...HARRISON . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Y • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ hereinafter called the Mortgagor shall well and tru- ly pay or cause to be paid unto the said Mortgagee, THE MERCHANTS BANK, its successors or assigns, a certain note in writing, bearing even date for ................... ............ . Three, Hundred, Forty Thousand only„ . . • ........ Dollars, or any renewal, extension or modification thereof, written for value received and signed by ......... 1ohn..A..Harrison....................................................... and payable to the order of said Mortgagee, according to the tenor thereof, and with interest as recited therein; and shall pay any and all other indebtedness of said Mortgagor, or of any of them, to said Mortgagee, its successors or assigns, heretofore or hereafter contracted and whether repre- sented by promissory notes or otherwise; and shall keep the buildings and improvements on said premises well insured against loss by fire (and upon demand against other hazards) for the benefit of said Mortgagee, to such amount and in such companies as shall be satisfactory to said Mortgagee, and shall pay the premiums on such insurance when due; and shall pay all taxes and assessments now or hereafter assessed upon said premises; and shall keep said premises free from all liens impairing the security of this mortgage; and if the Mortgagor shall maintain said property in as good condition as it now is, except for ordinary wear not constituting waste; and shall not'make any alteration in said prop- erty or devote it or permit it to be devoted to any use which might impair its market value; then this deed shall be void, otherwise of full force and effect. In the event that title to this property is trans- ferred without the consent of the Mortgagee first obtained in writing, the whole of the unpaid balance of the indebtedness hereunder may, at the option of the holder of this Mortgage, become immediately due and payable. And it is expressly covenanted that if the Mortgagor shall fail to pay any taxes, assessments or insurance premiums, then said Mortgagee, its successors or assigns, without waiver of any right or rem- edies arising from default, may pay such taxes, insurance and assessments, and add the amount so paid therefor, including costs and expenses connected therewith and interest thereon, to the amount of said note or notes and indebtedness, and the Mortgagee, its successors or assigns, may likewise add to the mortgage debt any expense which is reasonably necessary for the preservation of the security; and also court costs in a foreclosure or other proper judicial proceedings involving the security, and other expenses actually incurred and reasonably necessary for collecting the debt or foreclosing this mort- gage, including a reasonable attorney fee. Each such disbursement shall be deemed to be an advance made by the mortgagee to the mortgagor and the payment of the same is secured by and under this mortgage. It is further agreed that in the event of default in the payment of any of the debts secured by this mortgage or any of the conditions of this mortgAge, the said THE MERCHANTS BANK may collect and receive any and all rents from any ten g iWigaged premises, and in case the premises are vacant, to rent or lease the same at such rental as the said THE MERCHANTS BANK may deem reasonable and apply the same first too the payment of the intemt.due on said note, then to the balance on the principal.; R itnegg Wbereof. ... . .... hereunto set .. 6 TY... .. hand and seal this .......................... day of ................ MY .............. A.D. 19 ... 82 In Presence off STATE OF VERMONT .CHITTENDEN . COUNTY, ss. ( Seal ) .John A. Harrison .................................. (Seal) ................................... (Seal) . , ..... (Seal) Personally appeared at .....Burl.ingtonin said County. A. HARRISON .........J.....OHN .................................................................. the signer and sealer of the above written instrument, and acknowledged the same to be ... h is free act and deed, this ..... ...... , , . day of ....... MaX ....... A.D. 19 .... 82 . \` Before me, .. .. ...... ...... N Lary Public i ASSIGNMENT :.ram-�,�4►��� Know all Men by these Presents: That The Merchants Bank of .. _ __.-....................................................... in the County of ................................................ ........................ and State of Vermont, Grantor, in consideration of............................................................................................. .............. ............................................................................... ... ... Dollars paid to its full satisfaction by ................................................... of............................................................ in the County of..................::...............:...................I.............. and State of ........................... ..........I .... ............... ......... ., does hereby Assign, Transfer, and Convey unto the said ......................... I.-......................... ........................................... ............................... ....................... I .......... ........ ....... ................... .................... ......... ................... ........ .................................. the premises within conveyed to it in mortgage, and all its right, title, interest and estate in and unto the same. To babe anb to bolb the same to the said ..:,: ...:.::...:.......:::.:.....:....... .................................................................................................................................................................................... heirs and assigns forever. In Witnuo Wbereof, The Merchants Bank hereunto sets its hand and seal this .................. ...................................................... day of................................................................................................ A.D. 19 ............. In Presence of STATE OF VERMONT SS. ................................................... COUNTY THE MERCHANTS BANK, L.S. By.......................... :.................................................................................... Vice President/Treasurer At................................................................. in said County this ........................... day of .......................................... A.D. 19............ personallyappeared............................................................ :........... , the ......................... and duly authorized agent of The Merchants Bank, the signer and sealer of the above written instru- ment, and acknowledged the same to be his free act and deed and the free act and deed of The Mer- chants Bank. Beforeme .. ................. ...................... ................ ...:...... ........ ......:...................................................... Notary Public �r...r ♦.....�I .' 1 Q• i i eta TQWH MERICS OMCE VL �. �{ or raprd at /I : t/ K o'ctorX + c• .,�,�_jy�w in Vol.M i { o. �1 page of 6 Tc clw� ? . ! QQ q0 • 0 �b t q dp lb � b p v�Z` b ! / Ipg N. AA - lfo� fv.�rvc-nEo a r v rvE...� CiloK/N 'e o�OO - /lS "e D gt/ t Dated; 12-•30-68 '4.:,f, c / •"e � pG o ✓UJL'�i�/ A ¢'.CoW. A1A- ooC /J C//iV/�✓/�/V o 1 rif- 10 OAF. E^• C.PrON4r' C� /cii��s�r'.- l/r •....� t• No Text LtUAL NOITKr=S SOUTH BURLINGTON ZONING NOTICE i In accordance with the South Bur. lington Zoning Regulations and I Chapter 117, Title 24 V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing of the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Monday, October 25, 1982, at 5:00 P.M. to consider the following: 1. Appeal of John A. Russell seeking a variance, from Sec- tion 13.00, Non -conforming uses 3 structures & Section 11.15 Multiple uses of the South Burlington Regulations, Re- alest Is for permission to con- vert basement Into office area at 1161 Williston Road for a to- tal of 1348 square feet, occupy some as real estate office, con- vert garage Into office area at 5 Mary Street for a total of 1560 square feet, for office use, both structures are non -conforming to the dimensional and areo re- quirements. 2. Appeal of . Raymond R Barbara Phillips, The Learning Center seeking a variance, from Section 13.00, Non -con - farming uses and structures of the South Burlington Regu- lotions. Request is for per- mission to construct a 12'x22'8" addition to a building which Is located within the required set - bock of Interstate 189, located at 10 Farrell Road. 3. Appeal of Joseph S Jeanette Letourneou seeking a variance, from Section 7.00, Permitted uses, Section 11.15 Multiple use of the South Burlington Regu- lations. Request is for per- mission to occupy an existing apartment house as a church and office for Unity of Shel- burne and continue with one apartment, also requiring a variance from Section 11.25 propose to construct a portion of the parking area within the required set -back from In- terstate 189, at 46 Swift Street. 1. Appeal of Norman Pecor & John Larkin seeking approval, under Section 8.10, Conditional Uses of the South Burlington Regulations. Request Is for permission to construct a 60'x100' structure, proposed use, automotive soles fS ser- vice, on a lot containing ap- proximately BO,000 square feet, lot No. 2, on Bartlett property, 1900 Shelburne Road north of Allen Rood. No. S. Appeal of John Harrison seeking a variance, from Sec- tion 7.00, Permitted uses d Sec- tion 11.15 Multiple uses of the South Burlington Regulations. Request Is for permission to construct a structure contain- Ing -approximately 26,000 square feet, occupy area as lease space for a variety of uses, on a lot containing 2.6 acres, located on Holmes Road easterly of Chlttenden County Volkswagen. No. 6. Appeal of Dan Mandel, agent for David Brassard seek- Ing a variance, train Section 11.15, Multiple usts and Section 8.10 Conditional uses of the South Burlington Regulations. Request is for permission to occupy an existing structure as an Insurance office and carpet center including storage In rear garages, at 372 Dorset Street. Richard Ward, Zoning Administrative Officer October 9. 1982 October 12, 1982 John Harrison 9 Pickering Way Salem, Massachusetts 01970 Re: Zoning hearing Dear Mr. Harrison: Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Romi, 575 Dorset Street on tIonday, October 25, 1982 at 5:00 P.M. to consider your request for a zoning variance. Please Galan to attend. Very truly, Richard Ward, zoning Administrative Officer W/Mcg October 12, 1982 Parallax, Inc. Box 180 Hinesburg, Vermont 05461 Re: Zoning variance Dear Sir: Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the CitY Offices, Conference kin, 575 Dorset Street on Monday, October 25, 1982 at 5:00 P.M. to consider your request for a zoning variance. Please plan to attend. Very truly. Richard Ward, Zoning Administrative Officer PIA,/fX,g NOTICE OF APPEAL SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT Name, address and telephone # of applicant Mr_ Jnhn HarriSOn, 9 Pickerin9 Way Salem, Mass. 01970 (617) 526-4019 Agent- Robert Holdridge, Parallax Inc.(802) 864-0386 Name, address of property owner John Harri-,nn 9 Pirkering wa; Salem, Mass 01970 Property location and description 2_6 Arrp parrP1 nn Ho]mpg Road bordered on east b; Chittenden County VW and on the west by Farrell Distributing Corp. I hereby appeal to the Zoning Board of Adjustment for the following: conditional use, variance or decision of the administrative officer. I understand the meetings are held twice a month (second and fourth Mondays). The legal advertisement must appear a minimum of fifteen (15) days before the hearing. I agree to pay the hearing fee of $30.00 which is to off -set the cost of the hearing. Hearing Date Sig alure of Appell t Robert Holdridge, A nt Do not write below this line ---------------------------=----------------------------------------------------------- SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24 V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on J , at (day of week) (month and date) time to consider the following: Appeal of seeking a_ from Section of the South Burlington Regulations. Request is for permission toa Q✓ `� l/ CJ Qtit.v a.o .�c-s.rc.. ,o� tee..• �re�.�. �, �•c�.c� o�'' -�-��i , 6^i-, 4� :;. ' x E n n P.O. BOX 180 • HINESBURG, VT 05461 • 802-482-2946 September 22, 1982 The Applicant, John Harrison, appeals to the Zoning a variance or conditional use for a 2.6 acre parcel Burlington, Vt. The parcel is described as "PARCEL Volume 80 in the town of South Burlington, Vt. Architecture Engineering Energistics Program Analysis Feasibility Studies Planning Board of Adjustment for on Holmes Road in South 4" recorded on page 121 of The parcel is presently zoned C1. The Applicant wishes to build a combination warehouse -office building on the site with access off of Holmes Road along the lines of the attached plan. Robert Holdridge, Agent of the Applicant TOW yr r i,.p• I9la11 � \� R,�ed for reedq5o'cLac� _ a rcL osded in V oi. g 0 of ,. ql o h j 1 tic+�• r , .i�'o .� I - q/s - it _ - i � � �-4,e ~ •- _ �V Cod !-� 11 .?a io,4�CGG "'6r l8- g '9C•'�'•�'1'% _ �} • ' `QP ' �'-g'• i�o ,'1` �. _ - � � , ,. ,.ry • . • ,� _` a Ste: �,�__� �,q ( .. G. 2G � � I � �, o l 70 QSo S 9' ' John A. Harrison P. 0. Box 1482 Manchester, MA 01944 September 29, 1982 Mr. Richard Ward Zoning Administrator City of South Burlington Burlington, Vermont 05401 Dear Mr. Ward: This letter will serve to confirm my appointment of Robert B. Holdridge as my agent for the purpose of obtaining the permits necessary to develop my property in South Burlington, Vermont. If you have need for any further confirmation do not hesitate to contact me at 617-526-4019 Thank you for your kind attention to these matters. Yours Very Truly, JOHN A. HARRISON Octobet 26, 1982 Mr. John Harrison 9 Pickering Way Salem, Massachusetts 01970 Dear Mr. Harrison: Be advised that the South Burlington Zoning Board of Adjustment has granted your request for a zoning variance. Your proposal is subject to site plan approval by the Planning Cai-viission, please contact the City Planner, David Spitz at this office for scheduling. if you have any questions feel free to contact me. Very truly, Riebard Ward, Zoning Administrative Officer LIVArco, et ze", September 9, 1981 David Bailey Weimann-Lamphere 289 College Street Burlington, Vermont 05401 Dear David: Enclosed is a copy of the findings of fact and the Planning Commission minutes containing approval of the Farrell Distributing Corporation warehouse addition on Holmes Road. Please note that we have decided to require the site plan to be re- drawn to show the accurate location of the rear access drive. This will clarify our records. The revised site plan and p landscaping bond must be submitted prior to issuance of a building permit. Please call if you have any questions. Sincerely, David H. Spitz, City Planner ns/mcg 2 Encls DHS 9/8/81 MOTION OF APPROVAL For the Site Plan application of Farrell Distributing Corporation for a 30,000 square foot warehouse addition on Holmes Road as depicted on a plan entitled "Site Plan, Recycling Addition to Farrell Distributors," prepared by Wieman-Lamphere, Architects, dated July 13, 1981. Stipulations: 1). The 4.6 acre area marked as a separate parcel does not constitute a subdivision at this time. 2). A landscaping bond of $18,000 shall be provided. 3). A revised site plan shall be submitted showing the relocated rear access drive as delineated on the "site profile" drawing dated September 4, 1981. 4). This approval expires in 6 months. M E M O R A N D U M_ To: South Burlington Planning Commission From: David H. Spitz, City Planner Re: Next week's agenda items Date: 9/4/81 2) Dr. Brown Proposed Shunpike Road entrance is now located so that it could accomodate a future public street. Also, it is approximately 150 feet to the north of Lavallee's property and will not enter directly across from any houses on the other side of the street. Separation distance from Williston Road is adequate. Funds for a sidewalk along Williston Road must still be provided. 3) Rebecca Square After a meeting with the neighbors, the applicant has decided to withdraw his proposal for a 20 unit multi -family project. A new application for pre- dominantly single-family homes will be presented shortly. 4) Ridgewood A meeting has been held with the fire chief and the applicant's engineer and architect. The compromise solution is that the same layout will be retained, however, new emergency connections will be added at the end of each dead-end driveway. These connections will be 16 feet wide, will have a complete road sub -base, a vegetative cover, and will be plowes in a manner so that 2 or 3 inches of snow will be left on the ground to protect the vegetation. Complete details on emergency road materials and proposed maintenance procedures should be submitted to and approved by both city manager and fire chief before final plat approval is granted. The concerns addressed in the city manager's memo, dated 8/18/81, must still be resolved. The easement to the adjacent property to the north for a possible public street connection must still be provided. 5) Farrell Warehouse The access drive has been shifted slightly to the east to prevent any conflict with the proposed South Burlington connector. There are no other major problems with this application. 6) Liu Applicant now owns approximately 15 acres on Highland Terrace. He plans to buy 5 acres of rear land from a large parcel owned by Smart Associates, and then to subdivide into 2 long "bowling alleys" lots. Length to width ratio will well exceed the 5 to 1 standard of Section 402 of the subdivision regulations. 4. PLATtiNING COMMISSION AUGUST 25, 1981 Mr. Thibeault warned the developer that the neighbors would take the covenant issue to court. Mr. Kimel asked about a traffic study and expressed concern about drainage. Mr. Poger said that at sketch plan the Commission had felt that it did not want access off Williston Road, which is heavily traveled. The added turning movements which would be created here would be bad for the road, especially since this is so close to Victory Drive. Mr. Kimel felt the development would double or triple traffic in the area. Mr. Spits said actual counts in the area could be taken and an estimate of what kind of traffic the development would generate could be made. 'Ar. Kimel did not want this kind of development in the middle of an area of single 'family homes. Mr. Larkin was asked what kind of units these would be and said they would be two -bedroom apartments, renting for about $450 per month. An area resident stated that the neighbors would prefer to have owned, not rented units, in their midst. Mir. Sanborn was concerned that there was only one entrance here, but was told that with 50 units or more a second entrance is required. Mr. Mona wanted to review the minutes of the discussion regarding one entrance or two. Mr. Poger read the fire chief's letter on this proposal. Mr. Kimel expressed concern for esthetics and compatibility. The possibility of rewarning because of the omission of Mr. Ploof's notice was discussed. Mr. Ploof wanted to wait a month until the next hearing because he had not had a vacation in 5 years and he said he might take one. Mr. Spitz apologized for the omission, but noted that virtually all the abuttors had been notified and said he felt a 2 week continuation was appropriate considering what had actually happened tonight. An audience member asked if it was normal for the city engineer to call neighbors to discuss drainage problems. He was told it was not, but that the neighbors could call the engineer. Mr. Woolery moved to continue the preliminary plat application of LT$ Associates for a 20 unit PUD on Williston Road, Victory Drive and Helen Avenue until September 8 at 7:30 pm at City Hall. Mr. Ewing seconded the motion and all voted aye. Site plan application by Farrell Distributing Corporation for a 30,000 sq. ft. addition to an existing ware ouse on Holmes Road Because the hour was late, Mr. Lamphere was asked if he would mind a continuation of this item. He said that would be all right. Mr. Ewing moved to continue the site plan application byFarrell Distributing Corporation until two weeks from tonight at 7:30 pm at Citv Hall. Mr. Woolery seconded the motion and all voted for it. Application by Ridgewood Estates Development, Inc for revised final plat A22roval of Phase III units of Ridgewood ::states Mr. Poger noted that the Commission had received a letter from the fire chief on the proposal (dated August 14 and on file with the planner). He does not feel he can give protection to these buildings as they are presently laid out. Mr. Page showed the previously approved plan, which included 13 single family lots. Those have been eliminated. MEMORANDUM To: South Burlington Planning Cormission Fran: William J. Szymanski, City Manager Re: Next week's agenda items Date: 8/18/81 5) Ridgewood Estates 1. The sewage pumping station must have a turnaround. Access to this station must be defined. Since this station is planned to serve Swift Estates and the area southerly, an area of about 501x50' should be deeded to the city for future expansion. 2. The units parking areas are the furtherest away from the units this will encourage parking in the backup areas which are the closest to the units. This is of concern especially near the sewage pumping station aooess drive which must be kept open at all times. 3. Sewer pipe to be bedded in 3/8 crushed stone. 4. Curb and sidewalks not shown on plan. 5. Drainage plans not complete as of 1 /17/81. 6) Farrell Distributors Additions, Holmes Road 1. The city sewer main crossing the property should be shown on the plan. 2. The original site plan was approved with a minimum set back from the railroad R.O.W. to allow for the proposed Southern Connector road. This reserved strip is now being infringed upon by a proposed drive to the rear of building parking area. It is my recommendation that the drive be along the east side of the building. Date Received Byr } Date pp A lication 6 lets and Received BY By CITY OF SOUTH BURL11,TGTON APPLIr'yTION FOR SITE PLAN RE'VIUi 1) NAIME, ADDRESS, AND PHONE NU74-BER OF: (a) Oivner of I-ecord Farrell Distributing Corporation Holmes Road, South Burlington, Vermont 05401 864-4422 (b) Applicant Same (c) CGntact Peron dames A I amTh r-f,,—WiPm_ann -Lamphere A_rchc_— . I itQnc _ 289 College Street, Burlington, Vermont 05401 , 2) PROJECT STRELT ADDRESS -- Nn1mP5 Road 3) PROPOS= USE (S ) -�2Q�.��r�al1 r �Ghing_ --- 4) SIZE OF PROJECT (i.e., - Of units, floor area, etc.) 30,000 square feet _ Addition to existing warehouse. 5) NUMBER OF EMPLOYEES (full & part time) No increase 6) CCST ESTI14 ;TES: (a) Buildings .�600,000.00 - Total (b) Landscaping See Site Plan (c) All Other Site Dntrovements (i.e., curb lei-ork) -Parking, _ --._.__Storm Drain,_(S P ito Plan ' 7) ESTI14ATED PROD ECT C01.1PL TION DATE January 1, 1982 8) ESTII=IATED AVERIGE DAILY TRAFFIC (in & out) No Increase _ s) HOUR (S) OF OPrITTION Usual work 1 O) ? E,4.K DAYS OF OP SAT ION Usual Work week August 11, 1981 _ DATE SIGi-,Tu?E OF ',PPLICANT C PLANNING COMMISSION plowing, maintenance and repair of fire access -lanes. 7. A landscaping bond_ of $30,000 shall be-provided._- SEPTE14BER 8. 1981 8. The applicant shall complete construction of the walkway on the westerly side of Dorset St. and shall screen the recreational vehicle parking area, as agreed to in the letter from the _project__engineer,__. Douglas Fitzpatrick, dated September.7, 1981. 9. A revised final plat shall be submitted. incorporating required changes from stipulations 1, 3, and 4. 10. This approval expires in 18 months. Mr. Levesque seconded the motion. Mr. Spitz said Mr. Robenstein had agreed verbally to relocate his driveway in the next building season. In stipulation 4, a sentence stating that no building could be closer than 30' to the potential street was removed. If a waiver is needed, the Commission will have to approve it. Mr. Spitz said the exact location of the Myers right of way did not have to be fixed at this time. There could be a note on the plan regarding it. The motion carried unanimously. Site plan application by Farrell Distributing Corporation for a 30,000 sq ft addition to an existing warehouse on Holmes Road Mr. Horton said this addition was to allow relocation and expansion of the bottle crushing and recycling operation. The present operation is inefficient. Along With the relocation of the process is an expansion of the warehouse and additional parking in the rear. The railroad spur will not be affected. There will be no buildings or roads within 120' of the railroad right of way. Mr. Woolery noted that whatever applied to the previous building in terms of stipulations would apply here and Mr. Horton understood that. Mr. Woolery moved that the South Burlington Planning Commission approve the site plan application -of Farrell Distributing _Corporation for a 30,000 sq. ft_ warehouse addition on Holmes Road as depicted on a plan entitled "Site Plant Recycling Addition to Farrell Distributors_," prepared by Wiemann-_ Lamphere, Architects,_dated July 13,_1981, subject to the.following stipulations:_ 1. The 4.6 acre area marked as a separate parcel does not constitute a._subdivision at this time. 2. A landscaping bond of„$18.000_shall be provided. 3. A revised site plan shall be submitted showing the relocated rear access drive as delineated on the "site profile" drawing dated September. 4 _1981. 4. This approv'a-1 expires in 6 months. 5. The stipulations of the original approval apply. Mr. Ewing seconded the motion, and it carried without dissent. thc)south burl...)ngton SPOKESMAN PUBLISHED BY THE CITY OF SOUTH BURLINGTON IN THE INTEREST OF ITS CITIZENS STATE OF VERMONT AGENCY OF ENVIRONMENTAL CONSERVATION CERTIFICATION OF COMPLIANCE RE: 4C0395-3 Certified to Comply with Farrell Distributing Corp. Environmental Protection Rules: Holmes Road Chapter 4 - Public Buildings South Burlington, VT 05401 Chapter 9 - Plumbing This project, consisting of interior renovations to the existing beverage warehouse and administration areas (no additional employees or increase in sewage flows) with existing municipal water and sewer services, located on Holmes Road in the City of South Burlington, Vermont is hereby certified to satisfy the requirements of the regulations named above, subject to the following conditions: (1) The project must be completed as shown on the plans prepared by Wiemann-Lamphere Architects, Project No. 8411, Drawing No. 1, Plans & Details; Drawing No. HVAC-1, New and Renovated HVAC systems, dated June 11, 1984; Drawing No. P-1, New and Renovated Plumbing Systems, revised dated July 27, 1984 and which have been stamped APPROVED by the Division of Protection. No alteration of these plans shall be allowed except where written application has been made to the Agency of Environmental Conservation and approval obtained. (2) A copy of the approved plans and the Land Use Permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or Local personnel. (3) The applicant is reminded that all plumbing material and workmanship must meet the standards of the Environmental Protection Rules, Chapter 9, Plumbing; the National Plumbing Code; and the requirements of the Vermont Fire Prevention Section of the Department of Labor and Industry. (4) Upon completion of the rough -in for the waste plumbing, and prior to said plumbing being covered or closed -in, the Agency of Environmental Conservation is to be contacted so that we may have an opportunity to inspect the workmanship. 4C0395-3, Certification of Compliance, Farrell Distributing Corp. Page 2 (5) The Vermont Department of Health is to contacted in regard to any regulations and/or licenses required by their department. (They may be reached at 60 Main Street, Burlington, Vermont, or by phoning 802-863-7220. Dated this 30th of July, 1984 in the Village of Essex Junction, Vermont. FOR THE DIVISION OF PROTECTION Mary Clark Assis ant District Administrator Ernest P. Christianson District Administrator cc: Donald Robisky City of South Burlington Katherine Vose Wiemann-Lamphere Architects Department of Health Fire Prevention No Text WIEMANN LAMPHERE, ARCHITECTS 289 COLLEGE STREET BURLINGTON, VERMONT 05401 PHONE (802) 864-0950 To: _. )Ay I Date c5l Project No. e t 2 Cn F' -,So t JzL I N Project A'J_)fllTl aN re) E!aki. ALL. 1sT Gentlemen We are sending you the following items D herewith under separate cover Items transmitted as follows: DApproved ❑ Approved as noted DNot approved DResubmit for approval DFurnish corrected copies DFor your files Items sent by: Our messenger Your messenger D D class mail WIEMANN—LAMPHERE By: WIEMANN LAMPHERE, ARCHITECTS 289 COLLEGE STREET BURLINGTON, VERMONT 05401 PHONE (802) 864-0950 To: D &V I �_ .�..7 r7.. Date ` t5 A04C a Project No. ( i C�,ri:: f %d aL,, Project l � PTO Gentlemen: We are sending you the following items D_ierewith under separate cover Items transmitted as follows: ❑ Approved ❑ Approved as noted Not approved ❑ Resubmit for approval Furnish corrected copies For your files N Items sent by: Our messenger Your messenger class mail WIEMANN—LAMPHERE A, By: WIEMANN LAMPHERE, ARCHITECTS 289 COLLEGE STREET BURLINGTON, VERMONT 05401 PHONE (802) 864-0950 To: T_�hV 1 a � P i,, �. Gentlemen: Date I ,4 4e) Project No. Q✓ 1 a 1 We are sending you the following items erewith under separate cover Items transmitted as follows: ❑ Approved ❑ Approved as noted Not approved aResubmit for approval Furnish corrected copies For your files Items sent by: Our messenger Your messenger class mail WIEMANN—LAMPHERE 44, By: - LEGAL NOTXU SOUTH BURLINGTON ZONING NOTICE :In occordonce with the South Our. In 2cc Zoning Rewiatlons and Chapter 117, Title 24 V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing of the South Burlington Municipal Offices, Conference Room, SIS Dorset Street, South Burlington, Vermont on Monday, September 26, 1901, at 5:00 P.M. to consider the following. No. 1. Appeal of Philip Guore seeking a variance, from Section 1100. Dimensional requirements Of the South Burlington Regu latlons Request Is for permission to construct a detached 20' x26' garage to within eight (8) feet of the saatherly side yard, at 104 Air- port Parkway. No. 2. Appeal of James Lamphere, agent for Farrell Distributing seeking a variance, from Section 13,00, Non -conforming uses & structures - extension of the South Burlington Regulations. Request is for permission to construct a 30,000 square feet addition, for use as a recycling facility on a lot con- taining 13.9 acres, at S Holmes Rood. No. 3. Appeal of Donald L. and D. Louise Adams seeking 000roval, under Section 6, 10, Conditional uses of the South Burlington Regu- lations. Request Is for permission to use on existing 10'02' goroge for the raising of chinchillas, of 1265 Airport Drive. No. 4. Appeal of Kimball En- terprises, Inc. and J. Robert Audefte seeking o variance, from Section 10.00, Permitted Uses and Section 11.15 Multiple Uses of the South Burlington Regulations, Re- quest Is for permission to operate a mobile home soles business, for o maximum of five IS) homes in conjunction with three other exist- ing uses, on a lot containing OD - proximately 1.5 acres, at 1900 Williston Rood. No. S. Appeul of Anthony Socinski seeking 9 variance, from Section 13.00, Non -conforming uses and structures -extension of the South Burlington Regulations. Request Is for permission to construct a seC- and story addition 24'x32' and 0 32'x60' oddition to the reor of the_ existing structure. maintaining the easterly side yard of eleven (11) feet on on lot containing oporox- Imately 24,000 square feet, at Carl Densmore Company. Inc., 1724 Williston Rood, No. 6. Appeal of George L. Kehoe seeking a variance, from Section 11.00. Dimensional requirements of the South Burlington Regu- lations. Request Is for permission to construct a 15W x17`6" storope shed within seven (7) feet on the northerly rear yard line and elev- en (I1) feet of the easterly side yard Ilne at, S3 McIntosh Avenue. Richard Ward, Zonlnp Administrative Officer S.pf.mher 17, IN1 I a� r u..P,: r- M E M O R A N D U M To: South Burlington Planning Commission From: Steve Page, Planner Re: Next Meeting's Agenda Items Date: 8/3/79 #2 Farrell _propertv_line _relocation The recently approved warehouse for Farrell Distributing Corporation was presented to you on a site of approximately 18 acres. This land was.acquired as two separate parcels, approximately 6 and 12 acres each. The new building is sited so that it straddles the common boundary line of the two lots. Because an area of land must be associated with the building for financing purposes, and the property owner does not wish to encumber the entire 18 acre site, an alignment of the property line is proposed. I have advised Mr. Farrell's attorney that such a proposal does not constitute a sub- division (see definition 4C in our subdivision regulations). The purpose of this appearance before the Commission is to submit a re- vised site plan for the Commission's approval which accurately de- picts the lot associated with the new warehouse; the new line has been drawn to allow for full compliance with all the areal and dimensional requirements of the zoning regulations, including ex- pansion of the warehouse. PAD PC*8P L� I tAe RJLLj0(A11(1vt1+ 1 7.L AWC912C." exr4�rNC� I�iNE M E M O R A N D U M To: South Burlington Planning Commission From: Stephen Page, Planner Re: Next Meeting's Agenda Items Date: July 20, 1979 #2 Boisvert Final Plat - The plan is unchanged from the last meeting; all is copascetic. #3 Getty Station Site Plan - The addition of new diesel fuel pumps and a ,- acre paved circulation area to the rear of the existing building is proposed. Access and circulation are adequate, provided Bill Szymanski's recommendations are followed (see memo enclosed). I would like to see some new plantings in- cluded in the plan because the entire front yard is paved. However, it will be difficult to locate any landscaping in the front yard due to existing layout and circulation patterns. The required amount of landscaping is $1461. #4 Farr�en Distribu�in Revised Site Plan - A relocation of the approve ran�e-p 100' to the east is proposed. Parking, access, and circulation remain excellent. Some modification of the planting plan will be necessary. #5 Colony Office Park - Following a meeting with Treetops residents, the proposed office buildings have been relocated. Before preparing detailed engineering plans, the developer would like to get the input of the Commission on this new arrangement. #6 Other Business The City Council will hold a meeting exclusively for Comprehensive Plan review on Monday, July 30th. I am researching the issue of street lighting; I hope to be able to report to you sometime in August on this. A draft position memo on the Chappell conditional use applicatio is enclosed for your review and comment. Also enclosed is a proposed schedule for completing the review of the Comprehensive Plan. CLARKE A. GRAVEL - CHARLES T..SHEA L.AWRENCE A. WRIGHT T YIOMAS S. CONLON STEPHEN R. CRAMPTOYN STEWART H. McCONAUGHY ROBERT B. HEMLEY JOHN C. GRAVEL WILLIAM G. vOST, JR. R. PAUL WICKES EIROOKE PEARSON JOHN P. CAIN GRAVEL, SHEA & WRIGHT, L'TD. A T T O R N E Y S AT L A W 108 SOUTH WINOOSKIAVENUE SURLINGTON, VERMONT 05402 June 21, 1979 Richard A. Spokes, Esq. Spokes & Obuchowski 1775 Williston Road South Burlington VT 05401 Re: The Farrell Distributing Corporation Dear Dick: P.O. BOX 1040. 802-558-0220 You have pointed out that, as written, the June 20, 1979 Agreement among the City of South Burlington, The Merchants Bank, and The Farrell Distributing Corporation, relating to landscaping and screening at the new Farrell Distributing facilities on Holmes Road, contains a loophole: specifically, that the Letter of Credit expires on June 19, 1980, but that the City can draw on it only with sixty days' advance notice. This means that, theoretically, The Farrell Distributing Corporation could be in default during the last sixty days of the Agreement but the City would not be able to obtain funds tinder the Letter of Credit, because the Letter would expire prior to the running of the sixty days. To avoid any possible problem, please be advised that The Farrell Distributing Corporation hereby waives the specific notice requirements of the Agreement, during the period from April 20,,1980 to June 2.0, 1980, and agrees that notice -during such period shall be sufficient for all purposes, if it is provided for a number of days equal to one-half of the total days remaining between the date of such notice and June 19, 1980 (for example, a notice on April 2.0, 1980 would have to be provided for a minimum of thirty days, but by June 19, 1980, no notice whatever would be required). �ry d w I r . Richard A. Spokes, Esq. June 211, 1979 Page 2 Many thanks for your cooperation and assistance. With best regards. Very truly yours, GRAVEL, & WRIGHT, LTD. r.�JIJU UM T Stewart H. McGonaughy SHM: j am r` CC: Mr. Dudley H. Davis Mr. David M. Farrell y Mr. Thomas A. Farrell fbun� �p GRAVEL, SHEA F) WRIGHT, LTD. C LARKE A. GRAVEL ATTORNEYS AT L A W R. O. BOX 1049 CHARLES T. SHEA 109 SOUTH WIN OOSKI AVENUE 802-658'0220 LAWREN CE A. WRIGHT THOMAS S. CONLON BURLINGTON, VERMONT 05402 STEPHEN R. CRAMPTON STEWART H. McCONAUGHY ROBERT B. HEMLEY }�'1 JOHN C. GRAVEL May 16, V , 1979 WILLIAM G. POST, JR. R. PAUL WICKES BROOKE PEARSON JOHN P. CAIN District Environmental Commission #4 111 West Street Essex Junction, VT 05452 Re: The Farrell Distributing Corporation �] Land Use Application 4CO395 Gentlemen and Madam: During the May 15, 1979 hearings on the above -captioned application, the Chairman asked several questions about the railroad siding proposed for The Farrell Distributing Corpo- ration's new distribution facilities on Holmes Road, South Burlington, Vermont. In particular, the Chairman inquired about the possible extension of that siding, at some future date, to serve properties to the north of the parcel owned by the applicant. This letter simply is to confirm that, if it turns out that construction of a new highway and development of the northerly properties makes it appropriate and desirable, The Farrell Distributing Corporation will cooperate with the City of South Burlington and others in an effort to come up with some fair and workable arrangement whereby the siding serving the applicant's property may also be used as part of a longer siding serving other properties to the north. As requested by the Chairman, a copy of this letter goes to the South Burlington Planning Commission. Very truly yours, GRAVEL, & WRIGHT, LTD. Stewart H. McConaughy SHM: jam cc: Mr. Thomas A. Farrell Mr. David M. Farrell Mr. James A. Lamphere / South Burlington Planning Commission '� 2/13/79 SSP SUGGESTED MOTION OF APPROVAL - FARRELL WAREHOUSE SITE PLAN I move that the South Burlington Planning Commission approve the site plan proposal of Thomas Farrell, for a 100,000 square foot distribution center, as depicted on a plan entitled "Site Plan... for Farrell Distributing Corporation, drawn by Wiemann-Lamphere Architects, dated 213171 subject to the following stipulations: 1 a landscape bona o ( &O-c, _ s shall -be poste �9�.o►� , 2`. storm rainage and sewer sleeving hall be as approved by the City Engineer. 3. clear sight triangle shall be maintained at entrance to Holmes Road. 4. this approval expires 6 months from this date. 4. PLANNING COMMISSION FEBRUARY 13, 1979 " preserve as much of the draiage as possible. 3. 12' of land for widening of Williston Road shall be secured via an offer of irrevocable dedication. 4. The final plat to be recorded shall also show: lot numbers, existing fill line, monuments at both ends of the dividing line, the 12' strip of land for road widening, and access easement for east lot to common curb cut. 5. The final plat shall be recorded within 90 days, after review for conformity with these stipulations by the Planner. ktr. Levesque seconded the motion. I•ir. Ewing was still concerned with filling in a drainageway. The motion passed with Mr. Ewing voting no. Site plan review of warehouse north of Holmes Road for Farrell Distributing Corporation James Lamphere represented Mr. Farrell. He said the Farrell company was moving its operation from Winooski to this site in South Burlington. They must have a railroad siding. The plant will be 100,000 square feet and include 5,000 square feet of office area. All returns of empty bottles will be handled inside the building (wholesale returns). The site slopes and a lot of site work will have to be done, including a retaining wall to be constructed at the back of the building. Total cost will be around $2 million. Mr. Lamphere said they would have 46 cars and 18 trucks on the site and that the peak traffic hours of the facility would be 7:30 - 9:00 am and 4:00 - 5:30 pm. The building will be located 150' from the railroad property line to allow room for the proposed Southern Connector to go between the building and the railroad. The spur from the tracks to the building ►ill be at ground level and the new road will be built over or under it. The landscaping was discussed, with Mr. Page noting that $19,000 worth was required and the plan showed about $10,000. The most exposed area on the site is the south side so he felt most of the landscaping should be on that side. He did not think the building would be very visible, if at all, from Shelburne Road, so landscaping to the east would probably not be needed. There is also a large hedge or row of trees on the north property line. The Commission discussed the proposed Southern Connector, noting that it would be nice to have some trees between it and the building. They then noted that the roof of this building would be flat and have some rooftop units on it. Since the Connector will most likely be elevated to go over the spur and Holmes Road and people using it will see the roof of the building, it was suggested that the rooftop units be screened instead of using that money for trees and shrubs. Mir. Methot said the Highway Department was aware of the planned building and it was noted that the plan would also go to them under Act 250. Mr. Lamphere said the parking lot would be paved and he thought it would also be striped. He said that of the employees of the business, perhaps 25-30 would be in the building during the day. There will be isolated cases of people coming to the site to pick up kegs of beer. Yx. Farrell has no intention of moving the chemical business to this site. Yx. Woolery moved that the South Burlington Planning Commission approve the site plan proposal of Thomas Farrell, for a 100,000 square foot distribution center, as depicted on a plan entitled "Site Plan. . . for Farrell Distributing Corporation", drgwn by Wiemann-Lamphere Architects, 5. PLANNING COMMISSION FEBRUARY 13, 1979 dated 2/13/79, subject to tNp following stipulations: 1. A landscaping bond of $19,000 shall be posted. An additional bond of $9.,.000 for rooftop equipment screening shall also Dosted. te 2. Storm drainage and utility sleeving shall be as approved by the City Engineer. 3. Clear sight triangle shall be maintained at the entrance to Holmes Rd. 4. This approval expires 6 months from this date. Mr. Draper seconded the motion. Mr. Lamphere agreed to stipulation 1. It was noted that this screening would be done to the Planner's satisfaction. The motion passed unanimously. Consider revised site plan for office building at 1795 Williston Road Mr. Page said the developer of this land, Mr. Judge, had found a way to increase the parking and improve the circulation on the lot, without sacrificing the green area requirement. Mr. Judge said that the amount of parking on the lot next door, which he built also, had enough parking and usually had around 15 spaces free. The plan for this lot will increase K6000 SP h the parking by 15 spaces over what was approved last June. The two buildings _Att-,eta are the same size. The original parking requirement was 117 according to pi }r-- OL-0 the ordinancd"-and 76 are provided with this new plan. There is an area A.P.-k'Ne7 VLW4in front of the building at 1775 Williston Road which can be converted into parking area if it becomes necessary. This is now green area. - The issue of the right turn only curb cut to Kennedy Drive was brought up again. At present right turns in and out of that cut only are allowed and Mr. Page and the City Hall staff feel that cut should not be so limited. That curb cut is about 260' from the intersection of Kennedy Drive and Williston Road and about 100' from the end of the island in Kennedy Drive. Mr. Ewing said that when the approval was given for the first building it had been the understanding that both lots would use a single curb cut on Williston Road. Mr. Judge said that both lots did share a cut on Williston Road and added that they had not agreed not to ask for a cut on Kennedy Dr. He said there was a higher volume of traffic on Williston Road and that it was hard to see cars coming east because of the slope of the land. He felt that making a left turn out of the lot onto Williston Road was dangerous. It was noted that farther up Kennedy Drive on the other side of the road there had been a plan for a bank and its access had been limited to right turn in and right turn out. It was also noted that the Commission had, in the past, tried to keep Kennedy Drive a limited access road and that they discouraged curb cuts onto it. Mr. laoolery moved that the South Burlington Planning Commission approve the revised site plan for the ICV office building at 1795 Williston Road, gu_4g,g..i on a plan entitled, "Office Building for ICV Construction, Inc.", N !ct to the following stipulations: 1. T_he Sparking spaces closest to k'illiston Road shall be reduced to_4 and reoriented parallel to the aisle. -and the__,rea restgred for sod and landscapinz_the landscaping bond will not be released until thjA_Area has been roi)erly restored and planted. 14 E M G R A N D U M To: South Burlington Planning Commission From: Stepnen Page, Planner Re: Next Meetings Agenda Items Date: 2/9/79 3 Garcia Subdivision With the exception of the curb cut closing stipulation, the applicant has agreed to the preliminary plat approval conditions and there are no further issues to be resolved. I reco-niend that the closing of the curb cuts on the westerly lot be deferred until it is developed because: (a) there is no need to regulate access to it until the property has been developed, (b) the o:.-ner is on a fixed income and cannot afford the adcitional expense and (c) the closing could be effected as a concitior_ of site _plan approval for the development of the property. 4 Farrell Distribution ?Warehouse - Site Plan A 100,000 square foot structure is planned for warehousing and distribution of beer and wine, plus the principal administrative offices of the Farrell Distributing Corporation (there s-;ill be no handling of chemicals). The plan was approved by the City Council on January 8, 1979, under the interim zoning regulations in effect in the area. The location of this building, as approves, is compatible with the route of the proposed Southern Connector. (see attac'zea map) . V.1itI-h some minor mo,5ilications, I feel access, circulation and parking are adequate; there is ample room for expansion on site, if needed. The amount of required landscaping is $19,000; $10,000 worth is proposed. At my suggestion, this has been oriented to the south and around the Swift & Company property. To the east, the building will be largely o'-scured by higher ground; to the north is vacant land owned by the applicant; to the west, where the rail siding and the "connector" route are located, I feel no significant land- scaping is -•warranted at this time. =5 Revised Site Plan for ICV Office Building at 1795 Willi;:ton Road Circulation and parking have been improved by widening aisles and increasing the number of parking spaces. Required green area and landscaping are still satisfied. I -.:ould like to reiterate that it is the unani,nous opinion of City :-call Staff that the curb cut on Kennedy Drive not belimited to right turns only. =5:esthetics, etc. - rraft enclosed 50 o a -- _ ao0 • � _moo --�. � .1 ... • � o ❑ o o � ✓-�\ uueeit esr .� � � 1• � `tee° ,i ��- -•/: O w f1 . , - .. � 1�• �� �w// J"- d+fF�a11 .r/EnMON,[-4111 ....... :�•:•': .rn... L 4 �i� �• ..itEp e0 o all, •� �• � q � � �- �f - — 'f 11 1 � U Q �� nz of Pzel a O,/. q 0 11 +�• -V"' �-u I10 Oi a 0 Igo 0;10 a?13 � ,, 7r 9 ;o Ci10 1)i�p of n1� qp a,G _ ' "Inferc�i i '❑ 1OL 0 Diip b I.0 Q/7 n 18 crG+ or' I r„ e _...... _ ...� ..i •- it I ��('=�=-1`i �i-��-P0-�1;�r7 d�l�ooa6a°o �: � �� 9;;0 '�o It 11 11 ,, Q�arl II r-�S7 I C3C3M `0- o f�Q a p., l !' °1_�t_ moo I°_- IU 6.r c. ._.�a......r- _ pl'a13 �IIU oi0,Mpo(::) _-' �U❑Op�'G�O direr flli� • 110 ' r < M'^ •f 01' 1r �' Ilp �'1 Oa Oo 01�� p I ��` a�a_n a000 QJrU d.polaii� p' pil 0 °;�0 'Ip 6C'r✓O 00000 Cia 'rJp 'p '1 '�� ��I� ` Date Received —>6 Date kpPlicdtion ,!Ipletavand Received By ., By _- CITY OF SOUTH BURLINGTON APPLIrATION FOR SITE PLAN REVIE;d 1) NAI"E, ADDRESS, AND PHONE NU143, M, OF: (a) Owner of Record Farrell Distributing Corporation, 110 East Spring Street, Winooski, Vermont 05404 (b) Applicant Mr. Thomas A. Farrell, Chairman of the Board Farrell Distributing Corporation. (e) Cantaet Person Wiemann-Lamphere, Architects 346 Shelburne Street, Burlington, Vermont 05401 7 _ 2) PROJECT STRECET ADDRESS Holmes Avenue South Burlington Vermont 3) PROPOSED USE(S) Beverage Warehouse 4) SIZE OF PROD ECT (i.e., - of units, tloar area, etc.) 100000 square feet 5) =IBER OF EI-IPLOYEES (full & past time) 50 to 60 6) COST ESTriIATES; (a) Buildings $2,300,000.00 I �-j o9 oao 3 Q ,Ooc? (b) Landscaping # 10, 000.00 (c) All Other Site ImFrovealents (i.e., curb ;cork) Utilities, grading, R.R. siding, _paving and curbing $45,000.00 7) ESTI114ATED PROJECT CO;•B?L_31VION DATE January, 1980 8) ESTIIMATM AVERAGE DAILY TRAFFIC (in & out) 46 auto & 18 truck round trips g) AK HOUR(S) OF OP ','CATION 7:30 - 9:00 A.M. and 4:00 - 5:50 P.M. 10) PEAK DAYS OF Op ER.AT IOi1 unknown Wiemann-Lamphere, Architects February 2, 1979 be t J Methot, R.A. D"iF SIGi 7'IT :E OF APPLICANT * y r r ADMINISTRATIVE CHECKLIST PROJECT NAME/FILE REFERENCE Farrell Distributing Warehouse - Holmes Road Site r ,/ L/ 1. LETTER OF NOTIFICATION & APPROVAL MOTION OR FINDINGS & ORDER 2. BONDING OR ESCROW AGREEMENTS LAND S CAP ING SEWER WATER STORM DRAINAGE ROADS CURBS SIDEWALKS (NOTE ALL RELEASES OR AGREEMENT REVISIONS) 3. LIST APPROVALS GRANTED, WITH DATES, AND PERMITS GRANTER & SITE mac/ INSPECTIONS COMPLETED, ETC.: 4. UTILITY EASEMENTS *, BILLS OF SALE RECORDED ACCEPTED 5. CERTIFICATE OF TITLE x 6. ROADWAYS DEEDS FOR CITY STREETS ACCEPTED * PRIVATE ROAD & WAIVER AGREEMENT x 7. FINAL PLAT OR RECORII COPY - STAMI ED 19 8. PEDESTRIAN EASEMENTS ACCEPTED & RECORDED FILED 9. MISCELLANEOUS AGREEMENTS LAND FOR ROAD WIDENING OFFER OF IRREVOCABLE DEDICATION FUTURE ACCESS POINTS SHARED ACCESS POINTS OTHER i SIGNED, & FILED OR RECORDED 10. COPY OF SURVEY TO ASSESSOR (IF CHANGE IN PROPERTY LINES) 11. FEES - PAID/DATE HEARING BUILDING PERMIT ENGINEERING INSP. SEWER RECREATION (RECORD CALCULATIONS AND DEPOSIT IN ACCOUNT) 12. IMPACT FOLLOW UP i.e., "ON LINE" EVALUATION: SCHOOL KIDS CAR COUNTS J444+ooJ4,,� 604��- � I0 , rr Vol I fifv ►% r i A"P�� &— Art Ab Aii VIDA No. 4 2) (3) (4) (5) VERMONT INDUSTRIAL DEVELOPMENT AUTHORITY Findings of Planning Commission or Municipality (To be prepared by Municipal Planning Commission; if no Municipal Planning Commission exists, Munici- pal Officers or Regional Planning Commission may make findings.) Name of Planning Commission or Municipality ....... C.ity...pf...South Burlington ....... .. .. .... ...... . ... !. Description of Proposed Industrial Project or>dkmie ... Cons t.ruc.tion ..by The. . Farre.l,l.......... ... Distributing --- C.orpor.ation..of. warehouse..and... distribution facilities.of. 100,000 square.feet_,...more or less,. Holmes Road, South Burlington, Vermont Municipality in which Proposed Industrial Project oY1K is to be located ............... .......... The undersigned (Municipal Officers) (Planning commission) of the City, TMXAmX South Burlington__ ............... .... Vermont, after ....... . .......... . . a study of the proposed industrial site, a review of the municipal ordinances and a general study of the effects of the proposed industrial project or park upon the municipality in which it is to be located here- with submit the following findings at the request of the Vermont Industrial Development Authority. 1. That the proposed industrial project xx4mlslX4X (will not) violate existing zoning ordinances and regulations, and would be located in a district zoned . ... Busines.s...P.lanned..Deve.lo.pment 2. That the proposed industrial project onq=k (is) t)+cin accord with a comprehensive municipal plan. 3. That the proposed industrial project or park MW (will not) involve unusual costs to the com- munity. If affirmative —estimate costs- -- - `'V--- . . . .... costs — Water Mains $.....-.........-....... Street Extensions $........- Sewer Mains $............................ Other costs (itemized) ------- - ............................................................................... .........1........... ................ ........ ............. ............. I... _. I ... 4. That the proposed industrial project=XM}Jk (is) 6t*cA§&k in the best interests of the community for the following reasons: (1) creation of ,jobs .U.)...... bigbe.st .and best use_ .of pnopprty.. _. ................ _ .............................. Q),..... broadened. e.conomic..base..of City o.f ouch Bur gton Signatures ..... _.. r ................. ......... ....%:_�............................. 7`7/7 a -:LBURNE BAT - �� OP ❑O ��O'-_ --_ '�� ``l• _ 13 MMI 00 ,l \ AUSTIM OftIYE p. Vo 'I J I�r•`11'-- - _It R Eas13 ' �- aa ISUR Go 0 IV— LI Q c r D o f a t7 d/ O _ !, c _ �- 11 C(I 1� <a�`--J- 1� t U c i Q•• I f t ,� •� �� - - .- • - �_ 11 �_,�_r It 1 �� r O f.'G`/�p' U r'b (� � i :� �"\( r� i ,) `. III �i ° a r.:° G7 G? d a 1�__ _L/iT�=f C�1G7%7 a -, 1,0 ❑ o;,� pl'0 {�I'° 9°it o Tf� O� �'0 :,_.....----.:.Cr�P-d!'L� ODo06oao U 1 � ` j�eq _ n QII 61 Q OCT ti6ou47ooOl�000P Hof a"0 I; I' .a ° It 0,ioo} C=tc:t ' ``� ❑ aq r71 � 0 1, a'I q' grl(7�0000o O'rQ ❑��6 i t, �t - Oti �.�__-------EZb� fll)Q �O otanQ - p I; Q 11 �� 0 011� I�0 _ d•e�o - r_=:J�Q o l 'p1/\ ._ f . - I ��I❑ �I❑ Q�.❑ O0000ap '94Cll�o �L'�d �' o I?- o 'IIq �-�-__ mO�CIG❑PC � 400 � � p „l. WIEMANN ( - LAMPHERE, ARC ITECTS 346 SHELBURNE STREET BURLINGTON, VERMONT 05401 TELEPHONE 863-5056 To:�KY Gentlemen Date Project No. Project We are sending you the following items herewith under separate cover Items transmitted as follows: ❑ Approved ❑ Approved as noted Not approved Resubmit for approval Furnish corrected copies For your files Items sent by: Our messenger 1-1 Your messenger By: class mail WIEMANN—LAMPHERE 5. CITY CCUNCIL NOV-EMB H 6. 1978 that there would be no eating on the premises would help the noise stay low. He pointed out that the motel now was right on Williston Road, and that was not quiet. us. Collins did not think any of this businesses noise would hurt the motel business. He also noted that it was Xx. LaJeunesse's business to police his grounds and keep them free of garbage and that if he did not do so, there were remedies. Mr. Valgoi said that 9 of his units were right next to this lot in question and he noted that when Kentucky Fried Chicken had wanted to build they had not been given a variance because of the smell and the traffic impact. He felt this business could turn into a large traffic operation and there were no guarantees to him or the city that there would only be 75 cars per day. yr. Lowell Krassner said that the hours of operation to 10 pm and the selling of canned soda inside might encourage people to eat in their cars in the lot but Mr. Collins did not think that was likely because the atmosphere would be better elsewhere. B. burgess suggested that the applicants talk to Kentucky Fried Chicken in order to obtain some firmer car counts, which the Council needs to have. Mr. Collins was not sure- that was the same type of business and felt 75 was a low count. It was noted that the business could be allowed on an interim basis and that Mr. LaJeunesse could come back later with accurate car counts and any problems could be reviewed at that time. M. Flaherty moved to close the public hearing. B. Burgess seconded the motion and it passed with all in favor. Thomas Farrell, Distribution Center, northerly side of Holmes Road Mr. James Lamphere spoke to the appeal. He said the request was for permission to build a warehouse adjacent to the railroad tracks in order to have rail service. The only way this business can operate is to have access to a siding. The entrance to the building would be from Holmes road. As far as traffic impact, this facility is presently located in Winooski and car counts from that location show that they have 10-15 cars per hour during the peak periods of 7:30am to 9 am and from 4 pm to 5:30 pm. This is strictly a wholesale operation but it is critical that they have rail access. :sir. Lamphere said he knew the city was looking at a proposed 6outhern Connector location in the area and he roped that the committee would reach a speedy decision so the building could go ahead. The business needs to have another operation going by neat June. P. Farrar suggested that the hearing be continued to the next meeting so the city could talk to the State Highway Department about this proposal. Xr. Lamphere said the !caster Plan showed the Connector in a location where it would not interfere with this project. In response to a question from Mr. Szymanski, Mr. Lamphere said the parking lot could be moved if the city requested that. He noted that there had been some discussion of moving the building away from the tracks but that was not feasible because of the grade the siding would have to make to the building. B. Burgess moved to continue the public hearing to the neat regularly scheduled meeting, the purpose being to include in the record any comments from the Highway Department concerning the proposed location of the Southern Connector. M. Flaherty seconded the motion and it passed unanimously. :feet with Highway Department on Reconstruction of Hinesburg Road A1r. William Fisk said that the Department wanted comments from the city on a proposed project at the intersection of Hinesburg Road and Cheesefactory Road. The project is .4 of a mile in length and will cost around S280,000. r ( 2. CITY C+;UNCIL DECEMBER 4, 1978 Review City Charter Committee's meeting scheiule The Council had no co=ents on the schedule. Continue hearing; on Interim Zoning Application Thomas Farrell Distribution Center, northerly side of Holmes Road P. Farrar asked W. Szymanski if the city had received a letter f rom the :itate Aighway De artment on this request and was told they had not. W. Szymanski said they did have a copy of the original letter sent to the city, though (see attached copy). P. Farrar noted that at the meeting last week of the Southern Connector Committee the traffic consultant for the Highway Department was asked if the location of this warehouse as outlined was in the path of the proposed Southern Connector and he said it was. He indicated that the proposed location even with the relocation of the road which W. Szymanski proposed, would still in his opinion be in the path of the right of way necessary for rerouting. W. Szymanski added that it would make the impact on the parking lot of Holmes Trucking more severe. K. Jarvis asked if any of the chemical operations of Farrell might be moved to this warehouse now or in the future. He moved to instruct the City Manager to ask for an answer to that question in writing from the applicant, to be made part of the record. He also moved to close the hearing. M. Flaherty seconded the motion, which passed with all in favor. Act on pending Interim mooning Application Champlain Oil Co., convenience store and gas station ?. Farrar asked if either member wanted to read the motion for this application which had been prepared by city staff. K. Jarvis noted that the minutes of the last hearing indicated that the applicant had changed some information on the application after the nearing had been closed. P. Farrar felt the Council could not act on that information, since the hearing had been closed and added that if the use were denied, the applicant could reapply based on new information. M. Flaherty moved that the South Burlington City Council deny the conditional use application of Champlain Oil Company, yr. Tony Cairns, agent, for conversion of an existing gas^line service station into a convenience store, at 1241 Williston Road, as depicted on the plan and evidence of record, based on the following findings: 1. The proposed use would be detrimental to the public good, in that there is a need to maintain the existing use. 2. The propk.:sed use would have an adverse traffic impact. There is a p::tential for a 354, increase in traffic. 3. The proposed use (full line convenience store) c:,uld generate as much as 300 V.P.D. of which a greater percent would be during peak hours. 4. The increase in turning movements will cause traffic congestion in an area which is presently at its maximum capacity. K. Jarvis seconded the motion but was uncomfortable with rfl. He also said that he realized that the future intention of the owner as far as what the store would carry was not part of the public hearing, butythat the city's snU 6- obuilaing 3. C`.:Y CIUNCIL DECEIVER 18� 1978 aeadinp of minutes of DeceWber 4. 1978 It was roved by K. Jarvis and seconded by M. Flaherty to accept the December 4. 1978 minutes as printed. The motion passed 5-0. Disbursement orders Disbursement orders were signed. Continue hearing on Interim Zoning Aprlication cf _apl,as Hestaurant on Shelburne Road Mr. Arthur Pappas said he expected his architect and traffic consultant socn and asked that the hearing be postponed until they arrived. Act on pending Interim Zoning applicPtion -.f Thomas Farrell Distribution Center north of Holmes 3oad east of the railroad tracks P. Farrar said the city had received a letter from the applicant stating that the purpose cf the warehouse would be only for beverage distribution (see attached copy). This communication closed the hearing, as per a motion at the last meeting. ?. Farrar said that staff would be asked to prepare suitable motions for approval or denial of the request which the Council would consider and act on at the next meeting. Review projects to be submitted for Bureau of Outdoor Recreation funding W. Szymanski said that preliminary applications had to be submitted by the end of the year and that the city wanted to apply for two projects: one is in the south end of the city of the old ?otter and Hiller property and the ether is to buy some ,lowland property partly with BOR funds and then make a land swap with the Stonehedge property. The applications only signify the city's intent to buy the land and reserve some funds for it. M. Paulsen moved to authorize the City Manater to make cut the preliminary applications for 3CR funds for these two projects: acquisition of a portion of the Nowland prc:�erty and a portion of the Stonehedge property and also a second_aoplication for the development of the ?otter property. M. Flaherty seconded the motion. W. Szymanski said that the appraisal for a third piece of land the city had been considering was 4180,500 for 12 acres and the Natural Resources and Recreation Committees had felt that price was excessive and had recommended that the city not buy that lard. This parcel was Ryan land near the sewage pumping station on Hinesburg Road. Report on proposed Urban Systems Highway Projects W. Szymanski submitted a report of preliminary construction costs for 3 projects (see attached copy). These costs do not include right of way, utility, or engineering costs. Cn project 1, he felt that (a) was probably the best one to go with, since right of way costs would push the lower figures up considerably. Cn project 2, W. Szymanski said that the higher figure included some barrier medians, which the city does not want. Ln project 3, P. Farrar noted that the city would be trading construction costs with right of way costs and he felt.it might be cheaper to take a little ( c 2 CITY COUNCIL JANUAF.:� 19 are. He said he had a friend in Westford who was willing to take the dog. D. Wright said he was willing to pay for 112 -of the damage. P. Farrar said the decision as to who willpay for the damage, the city or the dog owner, was up to the sheep owner. M. Paulsen moved that the dop owner -be required to remove the dog from the city of South Burlington and to not return him. 3f the dop returns to the city, he will then be destroyed. The motion was seconded by K. Jarvis and was then amended to add: That the owner of the doir ray to the owner of the sheep, 112 of the reasonable damage to the sheep, if the sheep owner so requests. The amendment passed with 4 yes votes and one abstention from Y. Flaherty, who had arrived in the middle of this item. The motion passed with 4 votes and one abstention from Y. Flaherty. Mir. David Farrell s; oke for the family and said that they had no objection to the disposition of the dog in question. He was told that he could inform the City Manager wit. -.in one week of his intention tc ask the city or the dog owner for the damages but replied that he did not think they would be asking the city for the money. Consider adjusting City Dop, License Fees to rates comrarable to those authcrized by State Statutes W. Szymanski said that the city currently sets its fees at S4 for a male, 94 for a spayed female, and $8 for a female. State statutes allow 34 for a male, $6 for a neutered male, 34 for a spayed female, and S8 for a female. He said the Clerk had requested that the city adjust its fees to be W4 for a spayed female or neutered male, and $8 for a male or female. W. Burgess moved to authorize the City Clerk to adjust the city dog license fees to read S4 for a neutered male or suaved female and 38 for 11 other dogs. M. Paulsen seconded the motion and it passed 5-0. Act on pending Interim Zoning Applications Farrell Distribution Center north of Holmes Road and east of the rail- road tracks K. Jarvis moved that the South Burlington City Council approve the Farrell conditional use al,,,lic,�tion based on the following findings _of fact and subject to the followi��onditior,a,. Conditions 1. No portion of any structure shall be constructed or_maintained by the�plicant, or his heirs,��uc�essors an3�assia_within 100 feet of .the edge of t:.e railroad right-of-waX._ 2. Approval is limited tc the use proposed and shall expire six months from this date — -and- shall _ for com=,encecer�t cf the use)_., v Findings of Fact of the City of South Bur five of the Interim ZonL forth above, is ims:sed. , and welfare four and i;o,_l,_as___set r 1 3. CITY COUNCIL JANUARY 8, 1979 2. Standard No. 4 of the Interim Zoning Regulations would be_violated___ if Condition No. 1 were not imposed. 3. The spirit of the preamble of the Interim Zoning Regulations cc:uU be violated if the aj?licant were to construct a structure within 100 feet of the edge of the railroad right-of-way in that the Cit"gALa be__un�able., to provide for the orderly physical and economic grokth of the 4. The location of a structure within 100 feet of the edge_of the railroad right-of-way would seriously hamper the City's ability _to resolve_ and correct the problems reflected in Findings of Fact Nos.5 6 and 88 which are attached to the City's Interim Zonin€ Regulations and incorporated in the Area ble of the reE-ulations.__ 5. The intent and spirit of Finding No. 23 attached to the Interim Regulations would also be violated if the applicant were permitted tc build a structure within 100 feet of the edge of the railroad right-of-way._ Zn particular, the concept of a transportation corridor as contained_ in Chapter IX74 of the City Charter would be impossible to implement. 6. As reflected in Finding No. 21 attached to the Interim Zoni,n� Regulations, the primary purpose of the Interim P.eCulations is to preserve the status quo to provide the City with sufficient time to conduct_ studies and enact amendme_nts_tc: the master plan and by-laws. One of _the maj,_or concentrations of the studies�rescnt-ly-�y_ be.ng�C, nducted by _the .City. is the _ feasibility of constructing a Southern Connector. The_,plars for a Southern Connector would be seriously ham.ered_if the applicant were to -construct a — �- --- building within 10:. feet of the railroad right -_of -way. 7. The applicant has not satisfied his evidentary burden by demonstrating to us that his proposed distribution center must be located within_ 100 feet of the edge of the railroad right-of-way. We conclude from the testimQnX that the proposed use may be located on other lands _of the AP ­Jicart without seriously hampering the applicant's ability to realize a_reasonable return for his investment. W. Burgess seconded the motion. M. Flaherty asked whether the 100' setback was enough to allow the Connector to go in on the route that is presently planned but that is not known. He noted that if 100' was not enough, the city was going to be in a bad position. P. Farrar felt personally that 100' was the minimum necessary, and W. Burgess felt it might be less than needed. P. Farrar said this ousiness wanted a railroad access and that the Connector would have to go over or under such an access. After locking at a plan of the building and a contour map, it was determined that the building could be pushed 50' farther from the right of way without changing the grade. In other wards, the building would be on the same contour line at 100' from the tracks or 150' from them. A motion to amend the figure of 1CO' to 150' was made and accepted by the motion maker and the seconder. The amended motion passed with Y. Flaherty voting no. Pappas :restaurant on Shelburne Road W. Burgess moved that the South Burlington City Council approve the l APPLICATION FOR CONDITIONAL USE SOUTH BURLINGTON CITY COUINCIL I hereby apply to the City Council for conditional use approval under the Interim Zoning Regulation. Property Owner THOMAS A. FARRELL, FARRELL DISTRIBUTING CORPORATION Property location & description 6.7 Acre lot and adjoining 12 acre Farrell Property on North side of Holmes Avenue, adjacent to Swift and Company Site Section 5 Conditional Uses I understand the regular meetings ere held twice a -month on iSonday at 9:00 p.m. at the City Hall, Conference Room. The legal advertisement :rust appear in the Burlington Free Press a mini_- of fifteen (15) ceys before the hearing, I agree to pay a fee of $30.00 which fee is to cff- set the costs of advertising and the hearing. November 6, 1978 Hearing Date WIEMANN-LAMPHERE, ARCHITECTS SicrEture of An7,ellent for: Farrell Distributing Corporation SOUTH BURLINGTON BONING NOTICE In accordance :pith the South Burlington Interim Zoning Regulations and Section 4447, Title 2Y, V. S.A. the South Burlinatcn City Council will hold a public hearing at the South Burlington City Offices, Conference Room, 1175 1;illiston Road, South Burlington, Vermont on , I to consider (day of week) (month Inc? dat6 (time; the following: J yp, 1 i c e t ion of seeking aa_-roval unCeL S--ction of the South Burlington Interin Zoning Regulations. Re-:uest is for p3rmi. sion to..-G0"A-'z— a "4 ✓��� � .''�-.�,��a�, ,�,�r,� /D�O.� �' o o ,,�J�.�.,� :Z`" � Uv�-� u:� /d a.�t ,.c-cs� .��+"-'[. ,.-t,I►�+ G+., �►' 7 Gre--2..C... p i �-rtw�l� en. � � � /� "� �0-c.�-c... V1DA No. 4 �. 2) (3) (4) (5) VERMONT INDUSTRIAL DEVELOPMENT AUTHORITY Findings of Planning Commission or Municipality (To be prepared by Municipal Planning Commission; if no Municipal Planning Commission exists, Munici- pal Officers or Regional Planning. Commission may make findings.) Name of Planning Commission or Municipality ... .... City...-Qf...South Burlington ... ............ ... . .............................. 1. ............ ....... I...... . .............. ..... I... ..... ... ..... ... ........... .. .... .... I ..... ... Description of Proposed Industrial Project (xk ... Const.ruc.tion...by .The..Farre.l.l............_... . .Distributing ... C.orpor.ation...of. warehouse..and... distribution facilit.ie.s... of . 100,000 .sgpare...feet_,...more o1.r les1.s ,.. Holmes Road., .South Burl ington.,...Vermont Municipality in which Proposed Industrial Project o-*X1K is to be located .......................................... _.. __.._... South ... ....................................................... . The undersigned G.C'l`i...Pl+ t_�Y .....-.. _ . (Municipal Officers) (Planning Commission) of the City, TMMIIttX.. .. _.. South Burlington _....... ..._ , Vermont, after a study of the proposed industrial site, a review of the municipal ordinances and a general study of the effects of the proposed industrial project or park upon the municipality in which it is to be located here- with submit -/the following findings at the request of the Vermont Industrial Development Authority. 1. That the proposed industrial project (will not) violate existing zoning ordinances and �lregulations, 1 and would be located in a district zoned .... Busines.s... Planned. Development 2. That the proposed industrial project omxiitk (is) (f,'&tyjn accord with a comprehensive municipal plan. 3. That the proposed industrial project or park 6W (will not) involve unusual costs to the com- munity. If affirmative —estimate costs — Water Mains $.... .. ...... Street Extensions $........�---. . Sewer Mains $...... .... ...... Other costs (itemized)------- 4. That the proposed industrial project>mXmy,4k (is) ft*cin the best interests of the community for the following reasons: (1) creation of jobs .(2).... highe.st .and.. best_ use,..o.f .property ... ......... . (3.)......:broadened. economic,.base_ .o.f_ City Qf South Burlington_. Signatures ......ti. ........................... .............................. I ......................... ..... J I 1 i 111 West Street Essex Junction, VT 05452 879-6563 z - z- STATE OF VERMONT ENVIRONMENTAL BOARD DISTRICT ENVIRONMENTAL COMMISSION # 4 MEMORANDUM TO: All Parties to Land Use Permit #4C0395, Farrell Distributing Corporation, Holmes Road, South Burlington, Vermont FIYV: Susan H. Cain, District Coordinator DATE: November 2, 1979 SUBJECT: Attached request for change in landscaping ZYie District Environmental Commission has approved the requested change in species of landscaping, and understands that Jean Vissering, Landscape Architect for the De- partment of Forests & Parks, has been con- sulted and approves the change. Attachment SHC/tg C a D INC. CONSTRUCTION MANAGEMENT CONSULTANTS BOX 388 ESSEX JUNCTION, VERMONT 05452 (802) 87&8364 October 31, 1979 State of Vermont Environmental Board District Environmental Commission #4 Ill West Street Essex Jct., VT 05452 ATT: Susan H. Cain, District Coordinator RE: Farrell Distribution Warehouse Holmes Road, S. Burlington, VT Dear Mrs. Cain: The Commission has approved a landscaping plan for the above project which includes 30 red maples of 2" to 2-1/2" diameter. I am requesting permission of the Commission to substitute 27 Pine Oaks of 3" to 4" diameter plus 10 White Spruce of 6' to 8' height. It is my understanding that Red Maples are not considered hardwood and are not recommended to be planted this time of year. It is also my understanding that Pine Oaks are more tolerant than Red Maples to road salt and auto exhaust fumes. Please advise o i f you h ti- a.... a..v .,e m,, you have any questions � uns or require additional data. Very truly yours, ?mesB. Wallace JBW/dh CC: Bob Methot OCT 3 1 1979 April 18, 1979 District Environmental Commission Ms. Susan Cain 111 West street Essex Junction, Vermont 05452 Res Burlington Data Processing and Farrell Distribution Center Dear Ms. Cain: Be advised that both of the above named projects have been approved by the City. Both are in conformance with the City's Comprehensive Plan and will be served by municipal sewer and water facilities. Enclosed is a copy of the January 8, 1979 minutes of the City Council, you will note the first condition of approval, which provides for a setback allowing for the proposed southern connector. On page 3 the condition was amended to a setback of 150 feet. If you have any questions please don't hesitate to contact me. Very truly, Richard Ward, Zoning Administrative Officer RW/mcg 1 Encl W I E M A N N - LAMPH ERE, ARC r-iITECTS t PD. 346 SHELBURNE STREET BURLINGTON, VERMONT 05401 TELEPHONE (802) 863-5056 RICHARD H. WIEMANN A.I.A. JAMES A. LAMPHERE A.I.A. April 5, 1979 Mr. Paul Farrar, Chairman South Burlington City Council 1775 Williston Road South Burlington, Vermont 05401 Re: Farrell Distribution Corporation South Burlington, Vermont Dear Mr. Farrar: We are transmitting herewith one (1) complete set of Drawings and Applications, with supporting data, for a master Land Use Permit for the above referenced project, for your review. Very truly yours, WIEMANN-LAMPPHHERE, ARCHITECTS 9�kr •UV ►C� Robert . Methot, R.A. RJM/cd Enclosures "V57" 1JUS) USF, ITTUT APPUC-ATTc�,\j PLEASE 00 NOT WRITE IN THIS SpACE NO. Filed- 'Lo, Da te) SiOnature OF Coo rd In No Mb Cr address and Phone number of tha person sens, this pwrmlt','3 Farrell Distributina Corporation 110 East Spring Strcet Winooski , Vermont 05404 655-1331 AM address and phone number of the person tO be cOnticted regarding this Uplicatlon? (COMP'" this OnlY if different from #I Wiemann-Lamphere, Architects 346 Shelburne Street, Burlington, Vermont 05401 (S02) 863-5056 or 864-5711 3- AM% the project briefly in.cluding its 100aticl, tYPO, number of units, 10ts, OtC. 'Indicate the high and 10W 010vaticns and outline the tract C''': land on a County highway map and OttaCh the mop to thy f,,,, Me stOrY) for shipping and recen iving ad 1101002n col,pox'Ll'te, oMR--- I - Give the address of each of the OPPI'Can" Offices In Vermont, If any. 110 East Spring Street Winooski, Vermont DOES the applIcant gin the tract Of land In the applicant's legal Interest In t 00 sImPlY if not, yhot Is he land, what Is the name and address yquIsopum jo smLiq 'SaML UY Q10; JOS SUOPSYA00d @AyqDjWjS0W 'SPDOP u, posn Oq 01 SJUMAOD OAj;DjWqFDW :JO AND P 'OjqWjjddV UOqM 'q0P&V '07 U IT ,00jajd= Oq VON& sm tirm uow L7 olyssOsv U00S jimpond SILIJ uybaq ol uPLd not op u@qM *6 PRP L 10 Wall SNMOWL uy Bujujorpe siouno Aliodoad LIU 10 SOSSOMP PUP SMU Oq; ISYL WUMOPUM N! Wu 010 nOA A -sioumo Qj0dowd buyuporp-,? LLC 10 WSW= PUP samu aq; up allim 'Obud S;qj 10 0p;s joeq Oq; uo --.— ;zI jjoaQd sjqj up POALOAU; Q00alp 0.12 SO-IDU fiUQW P4,"tj (I AT WOUMMUL OU 10 05POJOP INS 00 OPMOUP. 'SIT GUIJOMSUP UI NUOL JO Quil UAW 00 UP Oau SWOU RUPW MOH ju -L U01=10daOD WOMMA Jo OWIS 0961 '8Z MUN uopraomoD KujjnqTajsTG jjoaarj ('POAIOS eq oq ova sassumad LwOoL moy uodn um ad oq; jo awou yj puo ';UOWJOA 10 OVIS M JQ N&S A NUMAMS 00 ON P0000150a AS QVP ON Qddns Isna suoll -Vaodvoo Qloloj) -PoIMOJ scm ANUD LO501 00 OlAd pup olup aq; pmi "Djo 4ollosodum 41yaoujacd '6"0 'SO BUYLY! imlIM cy sy Qjjua LGH 10 Pull MA 000YA"PUY Ue SQ GUAM WU sy 4u2slIdde ey 11 216T 'IT CITd 1:1;A0aD S16T Isz Kink, IsaTlaod0ad 001-0-lsug ZPUQL Dy go Lojim no zna02 juvDILdde oql PIP wyl Zwouro oy jo .9 11. Financing: a. Excluding the cost, of the 7vnd, what is the total cost of the project? $1,400,000.00 Applicants for subdivisions should include cost of any improvements, such as roads, ponds, etc. b. How will this project be funded, what financing has been Cbtzained, And what additional financing will be necessary? ea C4ox•,,�, .2xFl.s.e fia.n::d. S.nirci.__ - conventional i..nF.tituti..ona.1 1)C>3'rflwL1Ur c. If performonce bonds will be required of contractors, attach details of the bonds. Performance and Labor and Material (100%) 12. What municipal services do you intend to utilize? y police; X fire protection; __: solid waste disposal; X_ road maintenance; X sewage disposal; ._._ X water supply; other. (explain). 1.3. Will this project involve any of the following: (check those that apply.) a. Fuel burning equipment X_ c. incinerators b. Process equipment d. Air pollution control equii7meht NOTE: Complete 14 and ^15�b^low only when instructed tocoo so by a district coordin,_�- tOP". 14. I/we hereby certi fy and affirm under oath that I/we have notified d by person; l service or by certified mail, return receipt requested, the parties entitled to notice of my/our application pursuant to Title 10 VSA, WE,!, as follows: (Each of the parties get a complete application, including plans): City of South Burlington City Council 1775 Willi ston Road So. Burl_i.agt.on_,Vt. ta=,nla an Tt ui ens a� iluic pa'iy South Burlington Planning Commission 1775 Williston R21d Sow Iua_.Ia�nrrtc�r�.� �It. (af��t.fl1 iini.nIcipai PJ—,I l(lg d 0iiM)SSiOi'i, Chittenden County Regional Planning Commission 53 Pearl Street fcC�� �T�t 11t Bair cana ATdf_`SI of hiediona7�MAnn klz illC)�0ii1dSS10�;� gggggat 15. I/we have arranged for a notice Of NPlAntion Co be placed in to be publinjaz for one day on Qzuayapar) under 1c9al notices, and I/wa have jven a Copy to the Ann Clerk of cnd requcond that it be posted. ADWINING WARTY OUNERS Vermont Railroad, Inc. A Park Street Rutland, Vermont 05701 Swift and Company Holmes Road South Burlington, Vermont 05401 .Blue Fin Realty Trust, 259 Newburyport Turnpike Topsfield, Massachusetts 01933 a 4925 Burlin)Tton Couniry Clu!)i1i , \ I Il "30" /1 _ 11 • i 9 \`� Ll aC 1�% 924 1 / t q 14f3�1E` � � t � i j n / 1 u —u Oak LCciFh'I11 �_7 Ib u r n.,,.�ll � J � I �1•� I 1� 11 II /,�� \J 1`�✓' .4 II � - .... I�^ J �' 11 �- / 1 4`23 t �♦ �� /: r 7 �,,, I � r ""Rcd r S l�I I��� fled Rock Sh-lburne Point s h I I 60 CrIlC n- i /I �`•"I III\.r _. ' % r/( i i, �f 1 10 r' I .. II � I\ { IIIF •,9 1 1 77 343SiC G 3I !e ,�'6r2SWL?a s 9-t!?1.I1SC"SE�iVp Ja:fxD'it J'i'C)s �'I )"Ls'_f sI-10Nlix:. (OC',2)0G Ij0 0 R IC I FARO H. lN3E6lA NN A. d.A. JAI-ILEG A. LAP.1F''e ERE A.1.1A, April J, 1979 10. Thomas A. Farral Chairman of the Board, Farrell Distributing Corporation 110 East Spring Street Winooski, Vermont 05404 Re: Farrell. Distributing Cor orati.oai Dear Sir: House use be adviscd that, for the 'E:iEf`s"mal envelope of t:il.e proposed building, design for heating i nld cooling sy:s'C: ms to meet 14O9','E Standard 90/ iJ "Energy Conservation in New Building Design", the design should be: 1. Exterior onmo: Roof "U" = .06 0 Nulls 7 6�6'_.. lls "U" .23 (n— 40) o 2) q Page 11, refrigerated /1 l��.n a'M1 Cv „xica/ Busch, InIu st 1:i.ta l T n i lc c'.ring Department rc,comme nds a m,ax imm I Coefficient of "1sm' rc don as 0.08 Btu/hr./por sq^.ia7.'C• :LCiot'./ per degree F. based see on 4 OF. wurchfi: se tC::Yih.)a,i'aLure. To C^.:ra7pl with this par4117ie'C;o , a:'GCi''uires that. wall 1U" value be 0.07 (R-14 ). )) HO J r 'in , V nla 17 C 1 — a n d Air C rJn i C onin. Eq iii?Ia cn1t W4] z1 1 xt. of i'urfo1'In1:a.nnG o, as iist cJ in Chapter e � M• 4) Service Water atin.!? azL1U.tC);11;.1't::E:. C'.(ectric 69aY:t:r healttors standby loss not to f,.,cc ,_I four watts per square foot (d.;M1]/tl,T") . Sfl('`i'e'er :Clow control dovico m aximan: 3.0 GPTj Lavatories .flora control device maximum: ON GPM (hot water) Very truly yours., WiEIM, N-Y.,liMi'aIIaRE, 1',1 s'.:'InITIC Gordon W. Root, Sr. P.E. City of ENIARA 1311171allgtan 1175 WILUSTOIN PMAD SOUTi: BUIZLIIN'G-TO,,3, ','E1ZN-I-0IN ;'o54m" TiEiL. 0530891 GFRCZ or 0TV NMNAGER , L L. I ANI J. S, 1-YiN I A N S I< I District to hnviron—'.ntal 111 West stroo�- Essex Junction, Vermont 05452 onoRe: Distribuin CcntefOr FaLrell Distri5utiCrp. E "s Road South Burlingto.'-i, Gontiomon; 7=0ct will to servM by municipal sewor facilitics co.".istructel in conformanco with city :-.,,candarc"Is. WUSIb Very truly youroy William j. Sypmnski City Manager fit- 7- rfl' "" � � I , I V Ldv-ko MAR 20, 197"D MA&TECIS file Oil A DURSETSTREET OF&CE OF M&EF EUGMEyj c6a G455 M. Susan A cann M Ast Street hanom jet. , Azzma 011m Dcaz a ncu cqJ fl, YD necd a-,,, 1cast two m th" mra tho cot cl 7 1,, 1 m 02 p,Q, IQ. b"n": I n :!k. II x'^ t WO TCA 1 cad thcra vauld L, Lo canto to Amp can b u §vcn MW LCO! WIN Z!, Lavo qMC0120no rmcmj v A CM21 00 at MOW. cc; A?. RACK HOW 1,J X_ Quee March 21, 1979 Wiemann7LMphere Architects 346 Shelburne Street Burlington, Vermont 05401 Attention: Robert Methot 07 1TEW S Re: Act 250 Review - Proposed Warehouse off Holmes Road, South Burlington Dear Sir: In respoioe to your request for confirmation of Champlain water District capability to furnish water for the reference,,,-11 project, we submit the following: I. C.W.D. prcsently furnishes water to the uolmos Roacl. area via a 16" ductile iron transmission wain. 2. 500,000 gallon water storage capacity is maintained off Men Road, which is adequate storage for area fire protec- tion. J. Present demand on the QW.D. treatment plant by the service area of the 16" main is approximately 752 plant capacity. 4. A demand oZ loss than 1000 gallon per day which you CYPOct this PrODOscd warchouso to 90norate would not restrict nOr encumber present water consumers on the C.W.D. suppiy wystcm. if you have further questions on need more inEormation, please call. Very truly yours, CHAMPLRIN WATER DISTRIO.' Mward Blake General Manager 0 I'D ", 'I C0:,'.,-:-'0IZA,' ON GIR7,EN AIOITNTTAIN Daivr, 05602 8 02/22 3-5235 Harch 14, 1979 Wiemann-Lamphore Architect,-, 346 Shelburne Road Burlington, Vermont 0540i ALL: Mr. Robert J. Moth at:. Dear Mr. Mothot: Rakronco is made to your roquont concerning electrical survice For the proposed Beverage Distribution Center off Holmes Road in South Burlington, Vermont. Under the nxisting Vermont Public Service Low, Croon Mountnin Corporation is requirod "to furnish reasonably adequato cervice, rrrc, and facilities to the public,'' Historically, the company has boon able to anticipNe customer's requircments, and has provided the necossory fsic. ilitics for 2ddcd londo. it is our intention to continua this policy in accurdanco with upplicoblo Public Service Board regulations. Assuming the project is approved by the nocessory agencies, Groo'n Mountain Power Corporation will cooperate in every way to provide safe, adequatc and reliable electrical sorvico, whon it is necdod. Details concerning service niza and location, schoduling, costs, etc., should be discussod with Mr, C. C. Quinn of tho Williston Commercial Office. BFB/ng cc: C. C. Quinn L. D. Abbiati Very truly yours, B. F. Drault Assistcrt Vicc President MAR ARC&ITECTS 777�—'-­77) 7 0' U 121 DID,' 5 7L T 5'17 E--,, T U, I L 111 � I , I I G N "v " I] I, �, 1, yrr: 0, TiT C 3 114.11, -1 S 3 U T I'l, B T �"z rcl C�'c �T" U ITZ April 2, 1971)- Weinmann-Lnmphere Architects 546 Shelburne Street Zurlington, Vermont RE: Act 250 Review Dear Sir: The Police %pnrtmout has reviewed the proposcd warehouse cns otruction for th.1 a *t'a'.-j.,-.i-,ol].. Cu.cq)any and ca nn find no reason to object to the project at this particular time. The traffic generated by the business chould not have an adverse effect on the intersection at Shelburne Road and Holmes Road. Very truly yours, Richard G. Carter, Chief RGC : TAID AFMHUNTIly I D 3 .... . . ......... . .... ... . ... C I, �! t `5�� �g j ff { � �;, " 1� of �� 7� �I I 'I � �I � ya I� not CHaIg rv© f S A co cOnHgwWcn RcTc a i, rp s 14" 1 14" 70 W H.P. Sodiurn 100 W H.P. SocHurn f-7 C 15 0 W � 1 ,0-cury d� U m , -P. 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'To <nc:w:, ;--!ccsc ReOcMor Typo P Q m a b 0 4 v o; a g o 20, n c E:! i..c: C, i—,A (Wgrcl cKur procuu, Ste . ........ nca spcm) Soup;i,,:d wit:i G.tSht t to ct,.crito 53 vc:t i-::, Arculy: FAV —Oce WOW& 04an OnAxcdl ,,,, I. ;:xJ L.. 1 't :t c, ! i "t 11 Urs Mmm Thn rK Modod Ww&:,.,m ghzs o a "CopyrIM 1077, Gardco MonvOctudaj jv�c. r( i, ❑ variation ficni wi.od MF ObACMIML Specly black or larma, U,.!):is: All fflxturc^ shal! b,.:ir UL V,',A Locaion E415MO1077 2031 AbarvA IA, Can Am= CAR 0427 Rona 415-257-6MO , , IJ Lis.- r;, ,� q l.,dd L., .. �..;t lr ` z",a,),�yp�:: :i9 a'r o+.:yt COWJrd t pi Vc tLI a 1 ZhU E s 1 �2 �_.r'.4 47� '!C1Gi7' �, � :ni 1 Ai _.. _ . . rl 7750 '? rJ If„ is 4 B '-. � 1 A Ad 2,JII t.?1' 9i G� � ._.._1_ 97� .C7 nh j 1- �i7.1.! � �1er'�.i o { N 00 ..G ;42 I 1 2 Ir' , 1 91� rrl 1 I I It I 1 , , ` •... V' 'I ._ � :f �_.. � .._ ' I J j � � 1 1 I'J r ! pp 1 1 I . k t : I _. N­ FWWWWS For MOO ; umum ... I I�.b ��7-3l.4C �7at,Z FP (c IJIf9r' ft�a�tCr,PJC7�E.� lJ°i 4 5, ti i �,h ,rd Pn d cf:r'a II i San L" _",,,... 9 (on[ C:,_. FARRELL CONDITIONAL USE APPLICATION January 8, 1979 I. Motion of Approval With Conditions CONDITIONS 1. No portion of any structure shall be constructed or maintained by the applicant, or his heirs, successors and assigns within 100 feet of the edge of the railroad right-of-way. 2. Approval is limited to the use proposed and shall expire six months from this date (for commencement of the use). FINDINGS OF FACT 1. The proposed use is consistent with the health, safety, and welfare of the City of South Burlington and Standards one, two, three, four and five of the Interim Zoning Regulations, provided that Condition No. 1, as set forth above, is imposed. 2. Standard No. 4 of the Interim Zoning Regulations would be violated if Condition No. 1 were not imposed. 3. The spirit of the preamble of the Interim Zoning Regu- lations could be violated if the applicant were to construct a structure within 100 feet of the edge of the railroad right- of-way in that the City would be unable to provide for the orderly physical and economic growth of the community. 4. The location of a structure within 100 feet of the edge of the railroad right-of-way would seriously hamper the City's ability to resolve and correct the problems reflected in Find- ings of Fact Nos. 5, 6 and 8 which are attached to the City's Interim Zoning Regulations and incorporated in the preamble of the regulations. 5. The intent and spirit of Finding No. 23 attached to the Interim Regulations would also be violated if the applicant were permitted to build a structure within 100 feet of the edge of the railroad right-of-way. In particular, the concept of a transportation corridor as contained in Chapter IX (4) of the City Charter would be impossible to implement. 6. As reflected in Finding No. 21 attached to the Interim Zoning Regulations, the primary purpose of the Interim Regula- tions is to preserve the status quo to provide the City with sufficient time to conduct studies and enact amendments to the master plan and by-laws. One of the major concentrations of the studies presently being conducted by the City is the feasibility of constructing a Southern Connector. The plans for a Southern Connector would be seriously hampered if the applicant were to construct a building within 100 feet of the railroad right-of-way. 7. The applicant has not satisfied his evidentary burden by demonstrating to us that his proposed distribution center must be located within 100 feet of the edge of the railroad right-of-way. We conclude from the testimony that the proposed MPM use may be located on other lands of the applicant without seriously hampering the applicant's ability to realize a reasonable return for his investment. II. Motion to Disapprove FINDINGS OF FACT 1. The proposed use is not consistent with the health, safety and welfare of the City of South Burlington and Standards 4 and 5 of the Interim Zoning Regulations. 2. The proposed use is consistent with Standards 1, 2 and 3 of the Interim Zoning Regulations. 3. The spirit of the preamble of the Interim Zoning Regu- lations would be violated by the applicant's proposal in that the City would be unable to provide for the orderly physical and economic growth of the community. 4. This proposal would seriously hamper the City's ability to resolve and correct the problems reflected in Findings of Fact Nos. 5, 6 and 8 which are attached to the City's Interim Zoning Regula- tions and incorporated in the preamble of the regulations. 5. The intent and spirit of Finding No. 23 attached to the Interim Regulations would also be violated by this proposal. In particular, the concept of a transportation corridor as contained in Chapter IX (4) of the City Charter would be impossible to implement. 6. As reflected in Finding No. 21 attached to the Interim Zoning Regulations, the primary purpose of the Interim Regula- tions is to preserve the status quo to provide the City with Mt-C sufficient time to conduct studies and enact amendments to the master plan and by-laws. One of the major concentrations of the studies presently being conducted by the City is the feasibility of constructing a Southern Connector. The plans for a Southern Connector would be seriously hampered by this proposal, and the status quo would not be preserved. -4- January 8, 1979 Memo to: South Burlington City Council From: Richard Spokes, City Attorney Re: Proposed Motions For Consideration in Regard to Farrell Distribution Center Conditional Use Application Attached are proposed Motions for denying the proposal and for approving the proposal with a condition that no structure shall be built within 100 feet of the edge of the railroad right-of-way. You will note that I have referred to certain Findings of Fact which are attached to the Interim Zoning Regulations and made a part of the preamble. I am including with this memo a photocopy of the Findings which I have available to me. I suspect that these Findings were revised by you when you passed the Interim Zoning Regulations. Thus, you should make sure that Findings 5, 6, 8, 21 and 23 are in fact the ones which should be referred to. In other words, you should compare the Findings included with this memo with those which are actually attached to the Interim Regulations which you adopted. RAS/ccb pIt hol(•salc, &i ei-agc Dlsh-lbidors �t7 THE FARRELL DISTRIBUTING CORP. RECEIVED DEC _ 71978 MANAGER'S OFFICE CITY SO. BURLINGTON 110 EAST SPRING ST. . WINOOSKI. VERMONT 05404 . TEL. 802-655.1551 December 6, 1978 South Burlington City Council c/o Mr. William Szymanski, City Manager 1775 Williston Road South Burlington, VT 05401 Gentlemen: As you requested, this is to confirm in writing that the warehouse which we are seeking to build on Holmes Road, and for which we have applied for a permit, is not to be used for the distribution, wholesaling or storage of chemicals. The Farrell Distributing Corporation sells and distributes beer and wine, nothing else. The proposed new facilities will be used to warehouse and distribute beer and wine, and for the company's principal administrative offices. Very truly yours, THE FARRELL DISTRIBUTING CORPORATION � t Thomas A. Farrell Chairman of the Board October 23, 1978 Mr. Robert Methot TAeinmann-Lamphere Architects 346 Shelburne Street Burlington, Vermont 05401 Dear Mr. Methot: Be advised that the South Burlington City Council will hold a public hearing at the City Hall Conference Room, 1175 Williston Road on Monday, November 6, 1978 at 7s30 p.m. to consider your request for a zoning permit. Please plan to attend this meeting. Very truly, Richard hard Zoning Administrative Officer R'V,/mcg MEMORANDUM To: South Burlington City Council From: Richard Ward, Zoning Administrative Officer Re: Conditional use application, Farrell Distributing Corporation, Holmes Road Date: October 24, 1978 Proposed construction of a beverage distribution complex, containing 100,800 square feet on a parcel of 6.7 acres plus additional land, the acreage to be determined by official survey at a later date. Site located on Holmes Road on both east and west side of the Vermont Railroad. Property abuts that of the Swift Company. No information available regarding municipal sewer and water at this time, however, both are available to the site. A 20 foot sewer ease- ment is located parallel to the railroad track, and may have a bearing on the location of the building. Future location of "South- ern Connector" ;<<ay be affected by the location of the proposed building Additional information will be submitted prior to the November 6th. meeting. ON? AGFti w _R STATE OF VERMONT DIVISION OF ENGINEERING AND CONSTRUCTION p= 133 State Street, Montpelier, Vermont 05602 9tis%'ORlP� November 13, 1978, William Szymanski, City Manager City of South Burlington 1175 Williston Road South Burlington, Vermont 05401 Dear Mr. Szymanski: F, ',.111Gn CITY SC. L: URL1171GT'""A I am in receipt of your November 9, 1978 letter and attached site plan for a large warehouse adjacent to the Vermont Railway tracks and Swift Company buildings in the south end of the City. Your assumption is correct that the location for the proposed Farrell Distributing Center (plan dated 24 October, 1978) is in conflict with one of the South Burlington Connector study lines. It is to early to select a final alignment, how- ever, considerable interest has been expressed by the South Burlington Connector Citizen's Committee for the line that would go directly through the proposed warehouse. Sincerely, R. J. Nicholls rianning Engineer By John L. Armstrong / Transportation Studies Engineer SOUTH BURLINGTON .ZONING- NOTICE In accordance with the South Bur- lington Interim Zoning Regulations. and Section 4447, Title 2f,V.S.A. the _ South Burlington City Council will hold a public hearing at the South Burlington City Offices,: Conference Room, 1175 Williston Rood, South Burlington, Vermont on Monday, November 6, 1978, 7:30p.m. to con- sider the followings , - -- (1) Application of Gordon B. O'BNen seeking approval 'under 'Section 5, Conditional use of the South Burling - .ton Interim Zoning Regulations. Re- quest Is for permission to operate an auto body repair shop from a 28' X 36' garage located 'off Bacon Street to the rear of the Town & Country Motel, 490 Shelburne Rood. (2) Application of Richard Tarrant & John Larkin, Agents seeking ap- proval under Section 5, Conditional use of the South Burlington Interim Zoning Regulations. Request is for permission to construct seventeen (17) residential units on a parcel of land containing 2.4 acres located on the south side of Kennedy Drive, easterly of Georgetown Apartments. (3) Application of Fernand LoJeu- nesse seeking approval under Sec- tion 5, Conditional uses of the South Burlington .Interim Zoning Reou lotions.. Request Is for permission to operate a restaurant specializing in take-out. servjce and a mobile cater- ing unit, at 35 white Street. (-4) Application of Thomas A. Far- rell, Farrell Distributing Corpo- ration seeking approval under Sec - Ilan 5, Conditional use of the South Burlington Interim Zoning Repu- lotlons. Request is for permission to construct a distribution center, con- taining- 100;800 square feet, -on a parcel of fond containing 6.1 acres, i located on the northerly side of Holimespad adip_-nt to Swift Com- Dany. Richard Ward Zoning Administrative Officer October 21, 1978 - M E M O R A N D U M To: South Burlington Planning Commission From: William Szymanski, City Manager Re: Farrell Distribution TN:arehouse Date: February 9, 1979 1. Entrance drive and radii may be tight if large or trailer type trucks are anticipated. Perhaps 40' width with W curb radii would be more appropriate. 2. Parking and drive areas to be graced so that there is no surface runoff onto the Swift Company property. 3. Existing sanitary sewer to be enclosed in a sleeve where R.R. spur crosses it.