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Home My WebLink AboutSD-13-11 SD-13-18 - Supplemental - 1150 Airport Drivel Burlington Airport Sewage Receiving Station A16, southburlington PLANNING & ZONING Permit Number SD- -/ C? 0 (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 13, Page 271 3) APPLICANTS (Name, mailing address, phone and fax) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Burlington International Airport legal interest: fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Heather Kendrew Burlington International Airport 1200 Airport Dr.. #1. South Burlinaton. VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 Jon Leinwohl Stantec Consulting 55 Green Mountain Drive, South Burlington, VT 05403 Phone: (802) 864-0223 Fax: (802) 864-0165 5a) CONTACT EMAIL ADDRESSES: Heather Kendrew: hkendrew@btv.aero; Jon Leinwohl: jon.leinwohl@stantec.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 6) PROJECT STREET ADDRESS: 1150 Airport Drive, South Burlington, VT 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 2000 OOOOC 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Airline ground service operations at the Burlington Airport include collecting waste from aircraft lavatories and discharging this into the municipal sewer system. Under present conditions, airline ground crews unload sewage collection vehicles (lavatory carts) into an existing sewer manhole located air -side on the south terminal ramp. This method of transferring sewage form the ground vehicles to the manhole is subject to potential health and safety issues. The proposed project involves constructing a new sewage receiving facility designed to better handle the transfer of sewage from ground vehicles to the municipal sewer system. The new facility will be an enclosed building that will house a macerator pump and provide year-round wash -down capabilities. The facility will enable lavatory cart operators to enter one end of the building through an overhead door; connect a discharge hose from the cart to the macerator pump to unload the sewage; and then exit through another overhead door at the opposite end of the building. The sewage will then flow to the municipal sewer system via a gravity sewer line connected to an existing sewer service on Airport property. A water service with hose bib will be provided to enable wash -down inside the building. A floor drain will collect wash water and discharge this to the municipal sewer system after passing through an oil -water separator. The building will be a 20' x 32' one-story Cement Masonry Unit (CMU) structure with a flat roof pitched in one direction. It will be heated to a minimal temperature to preclude freezing. b) Existing Uses on Property (including description and size of each separate use) The site for the proposed sewage receiving facility is located on the air -side of the security fence between the Eldridge Cemetery and the North Hangar 0150 Airport Drive). The area is presently used for parking light aircraft. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) The proposed 640 sq ft sewage receiving facility is sited to provide reasonable access to the Main Terminal Ramp and is beyond the limits of foreseeable air -side improvements. This area is available for the proposed use. Two or three light aircraft parking spaces will be eliminated by the project. There is adequate existing parking elsewhere on the airfield to accommodate these airplanes. d) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed building: 640 sq. ft.• There are no existing building within the project area. e) Proposed height of building (if applicable) 13 ft. Sketch Plan Application Form. Rev. 12-2010 l f) Number of residential units (if applicable, new units and existing units to remain) N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) NA 9) LOT COVERAGE a) Building: Existing Unknown % b) Overall (building, parking, outside storage, etc) Existing Unknown c) Front yard (along each street) Existing 29.3% Proposed Unknown % (960 sq. ft.) Proposed Unknown Proposed No change 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc. None 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 13) ESTIMATED PROJECT COMPLETION DATE January 2013 14) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Sketch Plan Application Form. Rev. 12-2010 I it SIGNATURE OF APPLICANT SIGNATURE OF APPLICANT X SIGNATU/+RE OF PRdPtRTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: k Com lete ❑ Incom lete P P Administrative Officer I Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2010 I j� f Stantec Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 To: Ray Belair From: Jon Leinwohl, P.E. Company: City of South Burlington ❑ For Your Information Address: 575 Dorset Street ❑ For Approval South Burlington VT ❑ For Your Review 05403 X As Requested Phone: (802) 846-4106 Date: September 21, 2012 File: 195310775 Delivery: Hand Delivery Reference: Burlington International Airport Sewage Receiving Facility Certificate of Service Attachment: Copies Doc Date Pages Description 1 9/21/12 5 Certificate of Service and list of adjoining property owners STANTEC CONSULTING SERVICES INC. Jon Leinwohl, P.E. Associate, Transportation Tel: (802) 864-0223 Fax: (802) 864-0165 ion.leinwohlOstantec.com cc. Heather Kendrew, BTV File One Team. Infinite Solutions. V:\1953\active\195310775\transportation\permitting\South Burlington\SB Certificate of Service Transmittal.doc CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 21" day of September, 2012, a copy of the foregoing public notice for Sketch Plan Application #SD-12-18, City of Burlington, Burlington International Airport sewage receiving facility was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of- way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: See attached list. Dated at South Burlington, Vermont, this 21st day of September, 2012. Printed Name: Jon Leinwohl Phone number and email: 802-864-0223; ion.leinwohl(a-). stantec.com Signature: Date: September 21, 2012 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 J 3000 WILLISTON RD LLC c/o Frederic Lowea 1852 Texas Hill Rd Hinesburg, VT 05461 ADAMS PAUL G 1215 Airport Pkwy So. Burlington, VT 05403 ARRANTS STEPHEN P JR 137 Country Club Dr Easy So. Burlington, VT 05403 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 Peterson Terrace So. Burlington, VT 05403 AYER PATRICK BRIAN MASLACK AYER TERESE PO Box 9451 So. Burlington, VT 05407 BELTER JOHN H JR & JOYCE N 2 Country Club Dr East So. Burlington, VT 05403 6065 WILLISTON RD LLC 3069 Williston Rd So. Burlington, VT 05403 ADAMS RONALD C & RUTH A 1083 Airport Drive So. Burlington, VT 05403 ASHTON THERESA & MICHAEL 1195 Airport Drive So. Burlington, VT 05403 AUTOMASTERS MOTOR CO INC Route 7 Shelburne, VT 05482 BARNIER SCOTT & BARBARA 20 Jackson Street Essex Jct, VT 05452 BERGER RUSSELL G III 615 Airport Pkwy So. Burlington, VT 05403 A & C REALTY LLC c/o Omega Electric Construction 25 Omega Drive Williston, VT 05495 AIRPORT REALTY FBO AVCENTER 1130 Airport Drive So. Burlington, VT 05403 ATLANTIC TELEMETRY INC PO Box 1660 Williston, VT 05495 AVIATRON INC (US) 25 Customs Drive So. Burlington, VT 05403 BARRY BRUCE 1907 Williston Rd So. Burlington, VT 05403 BLOW MALCOM D & REBECCA J 449 White Street So. Burlington, VT 05403 BOARDMAN WILLIAM M & CYNTHIA D BOUFFARD MARGARET M, PATRICK C, BRESNAHAN PHILLIP W III & KARE 42 Logwood Street JOSEPH N 21 Butler Drive So. Burlington, VT 05403 65 Dumont Ave So. Burlington, VT 05403 So. Burlington, VT 05403 BRUECKNER ROBERT D & ROSEMARIE 451 White Street So. Burlington, VT 05403 BURT RUSSELL & KAREN L 141 Country Club Dr East So. Burlington, VT 05403 BRUSOE ALAN L SOUTIERE ANN M. 11 Mayfair Street So. Burlington, VT 05403 CALKINS FAMILY LIMITED PARTNERSHIP 1835 Spear Street So. Burlington, VT 05403 BURLINGTON CITY OF HERTZ CORP 225 Brae Boulevard Park Ridge, NJ 07656 3069 WILLISTON ROAD LLC 3069 Williston Rd So. Burlington, VT 05403 CALKINS FAMILY LIMITED CAMPION PAUL R CARTER RICHARD G PARTNERSHIP PO Box 9413 135 Airport Pkwy 1835 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05407 So. Burlington, VT 05403 CHASE THOMAS E CHOINIERE PROPERTIES LLC 29 Berard Dr 17 Harbor Watch Rd So. Burlington, VT 05403 Burlington, VT 05401 CLIFTON DAVID L & MARY W DALTON WILLIAM D PO Box 9476 1383 Airport Dr So. Burlington, VT 05407 So. Burlington, VT 05403 DEFORGE GARY J DEGRECHIE PAUL R & MICHELLE M 32 Dumont Ave 199 Kirby Rd So. Burlington, VT 05403 So. Burlington, VT 05403 DESARNO DAVID C TRUST DOERING ROBERT W & LORRIE M 4 Ladd Point Rd 1089 Airport Dr Grand Isle, VT 05458 So. Burlington, VT 05403 EMMONS ROGER A & ANNA M ENTERTAINMENT UNLIMITED LLC 1085 Airport Dr 20 Bisbee Rd So. Burlington, VT 05403 Vergennes, VT 05491 FEDERAL EXPRESS CORP FELBER MICHAEL PROPERTY TAX DEPARTMENT 3630 Hacks Cross Rd, Bldg C 3rd FL 22 Logwood Street Memphis, TN 38125-8800 So. Burlington, VT 05403 FONTAINE PAUL A & KIMBERLY A GARNEAU RYAN & KATHRYN 133 Country Club Dr East 34 Logwood Street So. Burlington, VT 05403 So. Burlington, VT 05403 GIRARD DANIEL E HENNIGAR HOLDINGS LLC 11 Heath Street 805 East Hillsboro Boulevard So. Burlington, VT 05403 Deerfield Beach, FL 33441 HOBBS JAMES E & SHERRIE L INVESTORS CORP OF VT 16 Logwood Street 30 Main Street, Suite 401 So. Burlington, VT 05403 Burlington, VT 05407 JAQUES BRIAN L & LISA A JOST INVESTEMNTS LLC 137 Birch Court 69 College Street Burlington, VT 05408 Burlington, VT 05401 CITY OF BURLINGTON 1200 Airport Drive #1 So. Burlington, VT 05403 DEEDS EDWARD A Converse Bay Rd Charlotte, VT 05407 DEMERS DENNIS R 958 Webster Rd Shelburne, VT 05482 DUHAMELYVETTEI 30 Logwood Street So. Burlington, VT 05403 FARGNOLI ASSOCIATES LLC 485 Kimberly Drive Melbourne, FL 32940 FOLEY JOHN F & JOAN B 60 Dumont Ave So. Burlington, VT 05403 GARVEY EDWARD W & PATRICIA G 44 Dumont Ave So. Burlington, VT 05403 HENRY MAUREEN C C/O THE MEDICAL STORE LTD 1225 Airport Parkway So. Burlington, VT 05403 JACKSON SAMUAL 37 Dumont Ave So. Burlington, VT 05403 JTG HOLDINGS LLC II 272 Windmill Bay Shelburne, VT 05482 I C1 KELESTURA DZEVAD & SAMIRA 13 Dumont Ave So. Burlington, VT 05403 LNPINC 25 Omega Drive Williston, VT 05495 LAPLANTE BERNARD J 1181 Airport Dr So. Burlington, VT 05403 LOSO HARRY J & DIANE M 53 Maryland Street So. Burlington, VT 05403 METHOT DAVID F & RACHEL V 57 Dumont Ave So. Burlington, VT 05403 KINVILLE PETER A & DONNA S 11 South Henry Ct. So. Burlington, VT 05403 LACEYS INC. 2000 Williston Rd So. Burlington, VT 05403 LEISURE WORLD INC 1245 Airport Pkwy So. Burlington, VT 05403 MAILLE GEORGE A JR & CHARLENE 38 Logwood Street So. Burlington, VT 05403 MOFFATT MARK A 1253 Airport Drive So. Burlington, VT 05403 KRUGER REBECCA B, DOUGLAS B 1233 Airport Drive So. Burlington, VT 05403 LANDVATER DARRYL V OLIVER W IGHT CO 85 Allen Martin Dr Essex Jet., VT 05407 LNP INC 300 Cornerstone Drive Williston, VT 05495 MANAZIR THEODORE & CHRISTINA 129 Country Club Dr East So. Burlington, VT 05403 MOVABLE PEAKS 14 Berard Dr So. Burlington, VT 05403 MUNSON EARTH MOVING CORP MUNSON RANDALL G O'BRIEN DANIEL J & LEO J JR C/O SOUTH BURLINGTON REALTY CO C/O SOUTH BURLINGTON REALTY CO C/O R. L. VALLEE INC. PO Box 2204 PO Box 2204 280 Main Street So. Burlington, VT 05407 So. Burlington, VT 05407 St. Albans, VT 05478 O'BRIEN DANIEL J & LEO J JR OLTEANU FLORIN & SVETLANA PALMER ALAN D & CHRISTINE L PO Box 2184 1 Elizabeth Street 5576 Dorset Street So. Burlington, VT 05407 Shelburne, VT 05482 Shelburne, VT 05482 PALMER ALAN D & CHRISTINE L 5576 Dorset Street Shelburne, VT 05482 PMP REALTY LLC PO Box 600 Gardiner, ME 04345 PICKERING RODNEY A 19404 North 4th Drive Phoenix, AZ 95027 PROULX GERARD E & SUSAN F 1155 Airport Dr So. Burlington, VT 05403 PIERCE SANDRA M 72 Dumont Ave So. Burlington, VT 05403 RDT AVIATION, INC C/O TOM WEAVER 25 Pinecrest Dr Essex Jet., VT 05452 ROBAR PAUL L JR & WANDA ROBERT SCOTT LLC ROCHFORD CHRISTOPHER &REBECCA S PO Box 5190 PO Box 615 et Maryland Street Burlington, VT 05401 Manchester, ME 04351 47 47 Burlington, 05403 C ROONEY WALDEN J & DARLA A 5 Mountain View Blvd So. Burlington, VT 05403 SCRIGGINS GENEVA B 420 White Rd So. Burlington, VT 05403 SHAND ROBERT M & LYNDA A 5 Ethan Allen Dr. So. Burlington, VT 05403 SHEPARD GARY F & BETTY JOAN 1 Patrick Street So. Burlington, VT 05403 ST JOHN VIANNEY HOME ASSN C/O KNIGHTS OF COLUMBUS PO Box 9214 So. Burlington, VT 05407 SZWAJA MARIAN & SOPHIE TRUST 1 Butler Drive So. Burlington, VT 05403 TILLEY FRANCES R 1141 Airport Drive So. Burlington, VT 05403 RUSSELL JOHN A & LYNN A 1161 Williston Rd So. Burlington, VT 05403 SEAFOXINC 443 Governors Lane Shelburne, VT 05482 SHELBURNE SHIPYARD PO Box 610 Shelburne, VT 05482 SHIP SEVIN LLC C/O KEVIN SPILLANE 334 Tamarack Shores Shelburne, VT 05482 SUBURBAN VT PROPERTY ACQUISITIONS LLC 240 Route 10 West Whippany, NJ 07981 TATRO SAM E SR & ALBERTA M 38 Dumont Ave So. Burlington, VT 05403 TIMBERLAKE ASSOCIATES WALTER E SIMENDINGER 32 San Remo Drive So. Burlington, VT 05403 WETHERBEE WILLIAM F & MICHAEL W WILLARD MALCOLM 467 Depot Rd 699 Nob Hill Rd Colchester, VT 05446 Williston, VT 05495 WOOD WARREN W & EVELYN R WRIGHT WILLIAM G & LORETTA M 35 Crescent Beach Drive 11 Dumont Ave Burlington, VT 05708 So. Burlington, VT 05403 S M S REALTY PARTNERSHIP 4016 Williston Rd SO. Burlington, VT 05403 SHAND ROBERT M 5 Ethan Allen Dr So. Burlington, VT 05403 SHELBURNE SHIPYARD PO Box 610 Shelburne, VT 05482 SPRANO ROBERTA M 392 White Street So. Burlington, VT 05403 SWEET LEIGH M & ELLEN F 148 Country Club Dr East So. Burlington, VT 05403 THIBAULT LEONARD E THIBAULT DOROTHY F 1184 Reynolds Rd St. Albans, VT 05478 TRI-D III LLC 156 Acorn Lane, Suite 109 Colchester, VT 05446 WILLARD MALCOLM 699 Nob Hill Rd Williston, VT 0495 L VERMONT ARMY NATIONAL GUARD AVIATION FACILITY 6 Ad f AIRPORT AIRPORT BOUNDARY ZONING DISTRICT VERMONT AIR NATIONAL GUARD AIRPORT INDUSTRIAL ZONE AIRPORT INDUSTRIAL ZOt;ING DISTRICT APPROXIMATE ZONING BOUNDARY II % BUILD #7 )I� I I L *4 .NORTH141NGA�" NEW -SLWAp R EIVIN F S ION Pam & WHffWY A VALLEY WEST li APRON PROJECT LOCATION MIXED 1 II /I/.OUS TRIAL APPROXIMATE AS COMMERCIAL ZONING BOUNDARY ZONING I LikC-LE DRIVE , CLASS 11 DISTRICT 1�,\ W LAND j ET 0 CLASS 11 Q� 6Y WETLAND MIXED INDUSTRIAL — 9 1 -3 Ir COMMERCIAL ZONING tj',/ DIED INDUSTARI DISTRICT COMMERCIAL T I/ I ING DISTW Stantec, Consulting Services Inc 55 Green Mount— Drve South Burlington VI USA 05403 Tel 802 864 0223 I'm 802 864 0165 .....'stanteccont sto"Ic Copyright Reserved m. C,,—'t., -1 —4, and It. —,,, f. 61, .11 d--- no NOT .cote th. drawing - any errors r --- shall b,, r.p.rl,d t, St."t,, kh,a delay The C,,,r:qht, to all d-gn, and ft—g, are the properly of St.,t,c Reproduction ar — for ..y pu-x other th.,, that *N ttt,th.— d by St.nt. i. f—dd.,, Consultants 0 500, 1000' LAND OWNER AND APPLICANT. CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT 1200 AIRPORT DRIVE #1 SOUTH BURLINGTON, VT 05403 NOTE' THIS PROJECT IS LOCATED WITHIN THE AIRPORT INDUSTRIAL ZONE NO SUBDIVISION IS PROPOSED FOR THIS APPLICATION THE CITY OF BURLINGTON, BURLINGTON INTERNATIONAL AIRPORT WILL BE THE OWNER OF THE PROPOSED PROJECT AND ALL ASSOCIATED LAND. RECEIVED 3 1 AUG 4 2012 CRY of So. Budington Revision By 7ppd 7MM DO Issued By Appd IMM Do No A Fd,, N Locatbonpl.,dq DDH JBL SiN 1I08 31 D- Chkd D"n I MM Do Pernift-Sal chent/project CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Budington, Vermont Tile OVERALL AIRPORT PROPERTY AND SITE LOCATION MAP Project No Scile 195310771 1 "=500' Drawing No Sheet Revision 1 1 of 3 0 Z I I NII I II .1� r�ri F� I I F 1 1�_I, FI�F F--F I I I III, nr n q„ Frn" i1„1„ INSTALL NEW TERTEMP ORURITY8F HIGH WITH CHAIN `I LINK ELr, FP -I E I TII I. r i UGE 11 F„r r- r-o, �----,'F rF-11�Ill1 n SAM ERAND BARBED WRET COMPLETIONI OF HALL WORKT TOPREMOVE —_ nl F Till - - - — - -- --- -- TP-11 H :F-ul _ "Ill F d 1 III L I I,r 'IL IF nF a NEW ELECTRICL ',, SERVICE 1-- I m I 1 TYPICAL AIRCRAFT _ 1 11FFs,-r DFI E r- - LAVATORY WASTE CART - •'-rn F'. F N-FI ur -F'E- NEW 20, X 32' SEWAGE F1 1,1, 11 FI Let._ k- u,l.,,,r n--Ir; II Fr-i •L.I N=�F RECEIVING STATION BUILDING I- - -- - Ff IT- I'.TI� 111 c NEW 15' X 1 CO RETE 1 1 1 cS - -U m PAD, TYP OF C.0 r -u 1, 111 r 111_I, 111, J SDR 5 C , 11 1 m FFROµ1 FL OR DRAIN ' u 111 u1 1 _ UGEUGE� - n I F„ y Q r111 l r- F' - O TRANSITION FROM 2 L NEW 1000 GALI O C 0 HOPE TO 2" COPPER 1 OIL/WATER SEPARATOR / car` 3 _,arF,j t_,=ill, I'I J C_.O. y NEW GAS SERVICE I, - r_n1,e _LF,Inur _ 6" SDR 3 PVC SAN SEWER NEW 4'0 SANITARY- ` - SEWER MANHOLE -- - - - _ REMOVE EXISTING PERIMETER SECURITY _ c2 o FENCE AS NEEDED FOR SITE ACCESS 1 DURING CONSTRUCTION AND REPLACE F r _ I AT END OF CONSTRUCTION PROJECT I n TAP EXISTING WATER SERVICE AND INSTALL , I 1 I 1 I I cD NEW 2 CORP STOP WITH DOUBLE STRAP SADDLE �''_•-aI1 "� I, 1 N NEW 2" CURB SP EW U.G - ��y" "_r F�_ TELEPHONE , 1 "ro Fir .,�n'r 1 TOI 4 Gq - t' - m' - - SERVICE - - ' I NEW 2 SDR 11 HOPE WATER 5 I Id _ - Y DIRECTIONAL DRILL - INSTALLED B IUS t410 LF ' rill TECHN E I I? u� `d w= - N — w W W w rF�•1"Fi JG__ w H a 1 „ F II eLE rFi l;_' END DIRECTIONAL DRILL, TRANSITION - rF'Ir-, I FROM 2" SDR 11 HOPE TO 2" COPPER u, a " - - - Idclw aL j }I�rv1 _ .- - I , fir„_-_-��- ,y��- 1-- �. �y F,1,� ,-. _ _ _ _,_t� ,Fr.�'n,BEGIN DIRECTIONAL DRILL FOR- ' PROJECT BENCHMARK' � r,, • r'1. _ nF' � r„F.',•F� �,1 j I _ _Y - PE WRIER-�E£/VICE- I _ BRASS DISK _ -- __ I _ E - _ _ _- - NEW 2" HD � - I MONUMENT, C95030" - n r •,x,.t - -- - - --- _ - -_ - _ _ 1 ELEV 330 77 _ _ I v+ u o zo' 40' 1 Stantec Consulting Services Inc 55 Green Mountain Drive South Burlington VT U S A 05403 Tel 802 864 0223 Fax 802 864 0165 iv "etanteacoin shuftc Copyright Reserved The C°ntroclor shall verify and be n,pons,ble for all d,mene,one DO NOT scale the d,tg -any err., or om,ee,one shah be reported le Staines ",mom decoy The Copyr,ghts to °II dee,gne end dre",nge are the property of Stantec Repr°d—, or use for any P,`M s other than that oulh°nzed by Slente° ,s forb,dden CHAIN LINK FENCE NATURAL GAS LINE SANITARY SEWER LINE STORMDRAIN LINE —'^ I —- UNDERGROUND ELECTRIC LINE - i*- - -- UNDERGROUND TELEPHONE LINE ----- WATER LINE CONIFEROUS TREE DECIDUOUS TREE e SHRUB EXISTING FIRE HYDRANT - EXISTING SIGN EXISTING SANITARY SEWER MANHOLE 41 EXISTING LIGHT POLE Notes RECEIVED Cifj/ Of SO. Budington Revision--- - - -- =By Appd nMM Do Issued my Appd n MM DD File Nome Slobon site plan d"g DOH dYL DMC 12 De 31 Den Chkd Di I MM DO Permit -Sul CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont Title SITE PLAN Protect No Scale 195310771 1 "=20' Drawing No. Sheet Rewslon 2 2 of 0 3\ II CONCRETE PAD AT ENTRY DOOR GAS UNIT HEATER, TYPICAL \ �O 00 10' WIDE X 9' HIGH �'O f� BAY OVERHEAD DOOR, EACH FEND \ S�-06 II (— FLOOR DRAIN CURBED CONTAINMENT AREA FOR MACERATOR SEWAGE RECEIVING SYSTE� / BOLLARD, EACH END G TY DISCHARGE W WASD! O + MACERATOR AS HOSE S WN ON # UTI S ENTER' HIS AREA I I I P LANSEWAGE STATION RECEIVING SCALE 1/4"=1'-0" SPLIT FACE CMU GRAVEL STOP I� STEEL CHANNEL FRAME AT DOOR ELECTRONICALLY OPERATED OVERHEAD DOOR, EACH END STEEL BOLLARD n n TYPICAL OF 4 5' X 15' CONCRETE GRADE I I I CONCRETE FOOTING I _ _ _ _ _ _ _ AND FOUNDATION WALL ELEVATION (SOUTION TH LEV NORHEELEVAATION SIM ) SCALE' 1/4"=1'-0" ELECTRICAL CONTROL PANEL 7 TO END OF CONCRETE SLAB, SLOPE UP 6" TO FLOOR SLAB `e" DIA BOLLARD, TYP OF 2 EACH END 15' X 15' CONCRETE PAD TYP. EACH END - GRAVEL STOP SPLIT FACE CMU /—PERSONNEL DOOR I _L_ _ —— CONCRETE FOOTING ------- AND FOUNDATION WALL E L EVAT I O N EAST ELEVATION SCALE 1/4"=1'-0" Stantec Consulang Services Inc 55 Green Mountain Dane South Burlington VT USA 05403 Tel 802 864 0223 Fal� 802 864 0165 eee stantea coin Copyright Reserved The Contractor shall verify and be —parable for all dimensions DO NOT 'cote the drawing — any erram or omissions shall be reported to Stantec without delay The Copyrights to all designs and drawings are the properly of Stantec Reproduction o se for "ny puryose other lhon that authanmd by Slani- ie forbidden Consultants Legend ( RECEIVED AUG 3 � 2012 City Of So. Budington ReNaIDn By Appd YY MM DD Issued By Appd W MM DO File No,. PIMI ELEVAT10NSd"9 d"g Dwn Chkd Dsgn Y MM DD PenntlSwl CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington. Vermont BUILDING PLAN AND ELEVATIONS Project No. Scale 195310771 1 /4" = Vi Drawing No. Sheet Revision 3 3 of 3 0 #SD-13-11 and #SD-13-18 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING CITY OF BURLINGTON/ BURLINGTON INTERNATIONAL AIRPORT 1150 AIRPORT DRIVE PRELIMINARY PLAT APPLICATION #SD-13-11 FINAL PLAT APPLICATION #SD-13-18 FINDINGS OF FACT AND DECISION C',_., -ZCi P/; 17 S'r F.T (—, )-0-3 City of Burlington, Burlington International Airport hereafter referred to as the applicant, is seeking Preliminary and Final Plat approval for a planned unit development to construct a 711 sq. ft. sewage receiving facility, 1150 Airport Drive. The Development Review Board held a public hearing on July 2nd, 2013. Jon Leinwohl represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The City of Burlington, Burlington International Airport hereafter referred to as the applicant, is seeking Preliminary and Final Plat approval for a planned unit development to construct a 711 sq. ft. sewage receiving facility, 1150 Airport Drive. 2. The owner of record of the subject property is the City of Burlington. 3. The application was received on March 29, 2013. 4. The subject property is located in the Airport Zoning District. 5. The plans submitted consist of a fourteen (14) page set of plans, page one (1) entitled "Burlington International Airport South Burlington, Vermont Aircraft Sewage Receiving Station FAA AIP Project No. 3-05-0005-095-2013 Contract #2" Submittal Revised , prepared by Stantec Consulting Services Inc., dated June 7, 2013. DIMENSIONAL REQUIREMENTS 6. Building coverage, overall coverage, and front yard coverage requirements are being met. 7. Setback requirements are being met. SUBDIVISION CRITERIA C.\Users\Mark\Documents\South Burlington DRB\7.16 13 Meeting Decisions\SD_13_11 _and_SD_13_18_1150AirportDrive_final_ffd.doc #SD-13-11 and #SD-13-18 Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the followinp, standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at an acceptable pressure. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The project will tap into existing sewer lines near the location of proposed sewage receiving facility. The City Engineer has reviewed the plans and stated that he has no comments. The Board finds that this criterion is being met. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have no impact on traffic. The Board finds that this criterion is being met. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, or wildlife habitat on the site. The subject property is an operating airport and is not identified in the Open Space Strategy. The Board finds that this criterion is being met. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The Board previously recommended that the building be designed to complement the architecture of the parking garage and/or terminal building, as this structure will be among the first seen from Airport users approaching from Kennedy Drive. The building will be visible through the cemetery to the south. The applicant indicated that the building will be constructed of poured concrete with brick to match the parking garage. 2 CAUsers\Mark\Documents\South Burlington DRB\7.16.13 Meeting Decisions\SD_13_11 _and_SD_ 13_18_1150Ai rpo rtDrive_fi n a I_ffd.d oc #SD-13-11 and #SD-13-18 As recommended at the sketch plan review, the applicant has proposed planting fifteen (15) Thuja occidentolis 'Nigro' trees at the southwest corner of the property to screen the view from Airport Drive and to abut a line of existing cedar hedges on the west edge of the property. The Board finds that the building's design is complementary with the parking garage and/or terminal building. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are no open space areas on the site. This criterion has been met. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief had no concerns or comments with respect to this project's compliance with City regulations. This criterion has been met. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. Utility lines for this project are buried. The applicant has submitted details on proposed lighting. The Board finds that this criterion is being met. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Landscaping budget requirements are to be determined pursuant to Section 13.06(G) (2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a detailed landscaping plan and budget proposing $4,500 in landscaping costs and $150,000 in building construction costs. The Board finds that this criterion is being met. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The proposed project has no impact on roads, sidewalks or recreation paths. The project is linking with existing City utilities. The proposed use of downcast and shielded light fixtures is consistent with City standards. This criterion is being met. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. C:\Users\Mark\Documents\South Burlington DRB\7.16.13 Meeting Decisions\S D_ 13_11 _and_SD_13_18_1150Ai rpo rtDrive_fi n a I_ffd.d oc #SD-13-11 and #SD-13-18 The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The Board finds that the proposed project is in conformance with the South Burlington Comprehensive Plan. In addition to the above general review standards, site plan applications shall meet the following specific standards set forth in Section 14.07 of the Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The reservation of land is not necessary. This criterion will continue to be met. (b) Electric, telephone, and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. This criterion will continue to be met. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure, and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A roll -off trash compaction unit and conventional recycle dumpster are proposed for the easterly side of the new building. These will be screened from the view from Airport Drive by the new building and by chain link fence with slats on the north and south sides. 8. To mitigate against noise from operation of the trash compaction unit, the applicant has indicated they will construct a poured concrete wall and not conduct operations at the building between the hours of 7 PM to 7 AM. (d) Landscaping and screening requirements This criterion is being met. OTHER STANDARDS: Section 13.06((e) Snow Storage. Pursuant to Section 13.06(8), snow storage areas must be specified and located in an area that will minimize the potential for run-off. Section 13.07(A) Lighting. Pursuant to Section 13.07(A), all exterior lighting shall be shielded and downcosting to prevent light from spilling onto adjacent properties and rights -of -way. Downcast and shielded lighting is proposed. This criterion will be met. 4 CAUsers\Mark\Documents\South Burlington DRB\7.16 13 Meeting Decisions\SD_13_11_and_SD_13_18_1150AirportDrive_final_ffd doc C� #SD-13-11 and #SD-13-18 DECISION Motion by Michael Sirotkin, seconded by Bill Miller, to approve the Preliminary Plat Application #SD-13- 11 and the Final Plat Application #SD-13-18 of the City of Burlington / Burlington International Airport, subject to the following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. Prior to permit issuance, the applicant shall post a $4,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 4. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 5. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use or occupancy of the building. 6. The applicant shall not conduct operations at the building between the hours of 7 PM to 7 AM. 7. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 8. The final plat plan (site plan) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Tim Barritt— yea nay abstain not present Mark Behr — vea nay abstain not present Art Klugo — yea nay abstain not present Bill Miller— yea nay abstain not present Michael Sirotkin — vey nay abstain not present The application was approved by a vote of 4 — 0 — 0 Signed this 16th day of July 2013, by p Digitally signed by Mark C. Behr Mark C. B G h r DN: cn=Mark C. Behr, o, email=mark@rhbpc.com, c=US Date: 2013.07.16 18:55:13-04'00' Mark Behr, Chair 5 C.\Users\Mark\Documents\South Burlington DRB\7 16.13 Meeting Decisions\S D_ 13_11—and—SD-1 3—18_1150AirportDrive_final_ffd.doc #SD-13-11 and #SD-13-18 Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b)(4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermont6udiciary.org/GTC/environmental/defauIt.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with to speak with the regional Permit Specialist. 111 C.\Users\Mark\Documents\South Burlington DRB\7.16 13 Meeting Decisions\SD_13_11 _and_SD_13_18_1150AirportDrive_final_ffd.doc No Text No Text ENERGY SAVINGS + ENVIRONMENTAL STEWARDSHIP The simplest and most effective way to reduce a lighting fixture's impact on the environment is to minimize its energy consumption. By incorporating Cooper Lighting's patent pending LED LightBART"'technology. OVF LED Cobrahead provides energy savings between 30-75% over standard HID sources. PATENTS PEN LONG LIFE With a 50,000+ hour rated life at 70% lumen maintenance, OVF LED Oobrahead operates three times I .w lhan traditional high pressure ources. FEATURES + BENEFITS FINISH Components finished in a standard grey five -stage super -durable TGIC polyester powder coat paint. Black, bronze, white, RAL and custom color matches available. CONSTRUCTION Heavy-duty cast aluminum housing and removable door 3G vibration rated to ensure strength of construction and longevity in application. Die-cast aluminum door features integral hinges for tool -less maintenance access. ELECTRICAL LED driver hard mounts to die-cast aluminum back casting for optimal heat sinking and operational efficiency. Standard three -position tunnel type compression terminal block. OVF LED Cobrahead is shipped standard with a replaceable circuit module [OA1223] incorporating internal fusing and MOVs designed to survive a 10kV BIL surge test. ACCULED OPTICSTM AccuLED Optics provide shaped distributions and scalability to meet exacting application requirements. OVF LED Cobrahead is offered in 1-6 LightBARTM configurations with a choice of sixteen [16] high efficiency optical systems, including a family of spill light eliminator optics [SL] to drastically reduce spill light behind the luminaire. Optional factory -set optic rotation [1_90 or R90] allows uniform product orientation on the site independent of optical orientation. LightBARS feature an IP66 enclosure rating. HID / LED REFERENCE GUIDELINE CHART HID HID HID # of LED LED System Wattage Life [Hrs] Bars Z Wattage Z Life [Hrs] I Savings" 70W HPS 85 24,000 1-3 26-80 50,000 69% 10OW HPS 115 24,000 1-3 26-80 50,000 77% 150W HPS 170 24,000 2-4 53-108 50,000 69% 250W HPS 300 24,000 4-6 103-156 50,000 66% 40OW HPS 465 24,000 6 156 50,000 66% 70W Pulse MH 88 12,000 1-2 26-53 50,000 70% 10OW Pulse MH 129 12,000 1-3 26-80 50,000 80% 150W Pulse MH 190 12,000 2-4 53-103 50,000 72% 250W Pulse MH 291 12,000 4-6 103-156 50,000 65% 40OW Pulse MH 452 20,000 6 156 50,000 65% NOTES:1 Hours of life based on 50% mortality. 2 Actual number of LightBARS and wattage consumption should be confirmed with site -specific lighting calculations. Six (6) bar products are dependent on RPe Road Classification and layout requirements. Consult factory for details. 3 Hours of life based on 70% lumen maintenance. 4 Savings based on lowest bar count listed. COOPER LIGHTING'S PATENT PENDING LED LIGHTBARS ALUMINUM HEAT SINKS Thermal management incorporates both conduction and natural convection to transfer heat rapidly away from the LED source and retain optimal efficiency and light output. MOUNTING Two-bolt/one bracket slipfitter with cast -in pipe stop and leveling steps. Fixed -in -place birdguard seals around 1-1/4" or 2" mounting arms. BR111G NEW MEANING TO THE WORD SCALABILATY 111 11• A A& ORDERING INFORMATION SAMPLE NUMBER: 0VFA06LFDDJT3S PRODUCT NUMBER OF FAMILY LIGHTBARS' OVF=LED A01 =I Bar Luminaire A02-2 Bars A01-3 Bars A04=4 Bars A05--_5 Bars A06 -6 Bars LAMP TYPE BALLAST TYPE LED=Solid State E--Electronic Light Emitting Diodes VOLTAGE DISTRIBUTION FINISH U=Electronic. T2S= Type II [120-277V] T3S:--Type III BK-Black 8=480V T4S--Type IV WH -0hite 9=347V T2A=.I ypo 11 Area T3A= iype III Area 5MQ=_Iype V Square Medium 5WQ--- Tpe V Square Wide 5XQ= Type V Square Extra Wide 5MR-=Type V Round Medium 5WR Type V Round Wide RWQ=Rectangular Wide SL2= Type 11 w' 'spill Control SL3---Fyp(- III w/Spill Control SL4:ZType IV w/Spill Control SLL=K'Spill Light Eliminator Left SLR=90" Spill Light Eliminator Right OPTIONS + ACCESSORIES [Must be listed in the, order shown and separated by a dash] OPTIONS + ACCESSORIES [See below] OPTIONS [Add as suffix] ACCESSORIES [Order separately] 4=lriternal NEMA Photocontrol OA/RA1 01 3=PhotoccgWol Shorting Cap Receptacle 0A/RA1 01 4= 120V Photocontrol A--- Raw Aluminum Finish OA/RA1 01 6-NEMA Twistlock Photocontrol—Multi-Tap K�Level Indicator OA1 223=1 OkV Circuit Module Replacement L90=Optics Rotated Laft 90' R90=Optics Rotated Right 90' 7060=70 CRI/6000K CCT' U , UIL and cUL Listed NOTES: I !()00K,7CT d 7,) „R 111,1,!o 2 i. Awl 'r, CERTIFICATIONS POWER AND LUMENS BY BAR COUNT AMBIENT DATA 40'C Ambient Temperature Rating_ If of Systern Type T2S Type T3S Type T4S Type 5WQ Ambient Lumen - LIL - Listed 1 . UL and Bars Watts Lumens- Lumens Lumens Lumens Temperature Multiplier -c 3G Vibration Rated I B,r, 1171 - 6 1,751 1,742 17801 10°C 1,04 IS09001 2 Bars 53 3�433 3,5021 3,484 , - - - I ------------- - -- 3603 15'C 1,03 Ip6 - -- -------- 3 Bars ------------ 80 5149 5,254 5,227 — ------ - 5.404 25'C 1,00 ARRA Compliant 4 Bars - - - 103 6.886 7,005 &969 - - ___ .... . .. ....... - 7,206 4WC 096 5 Bars 129 8,582 &756 8.711 9,007 ENERGY DATA 6 Bars 156 10,229 1 10.453 10,809 EPA Electronic LED Driver NOTE I _��1,1! P.W _ _0.507 4000-K C-;c- 1, _35,0,3,A J Effective Projected Area [sq. ft] t 11 01A101 1-6 Bars 0.87 >0.9_Pow_er Factor -- - - _- ------_ <200/6-Total Harmonic Distortion - SHIPPING DATA 120-277W50 & 60Hz, 347v" 60Hz, Approximate Net Weight 48OV/6OHz 1-6 Bars 35 [15.91 k9s] -30'C Minimum Temperature - 11 - j11711111m1 16-151161' [430mml Cooper Lighting, Streetworks, SustainabLEDesign, LightBAR and AccuLED Optics logos are valuable trademarks of Cooper Industries in the United States and other countries. You are not permitted to use the Cooper Trademarks without the prior written consent of Cooper Industries, A: '. " ; -, Printed in USA COOPER Lighting C ENERGY SAVING DATA l ENERGY DATA Power Factor I >.9 ENGINE 30L-5K 120V-277V,: 70 347V-480V 87 TYPE 11 4,998 TYPE III 5,264 TYPE IV 4,933 9,714 TYPE V 5,208 10,417 1 Total Harmonic Distortion I <10% 60L-5K 140 157 9,865 9,937 90L-5K 210 227 14,336 14, 14,166 1 6525 30L-4K 70 87 4,562 4,603 __ 4,488 t 5,058 } 1 ACCESSORIES 9OL-4K 140 210 157 227 8,842 12,991 9,037 _ 13,289 8,723 �_ 12,611 9,363 13,715-� Lumen values based on 5000K CCT, 700 mA, 25 Deg C ambient temperature CIMARRON ACCESSORIES CATALOG # DESCRIPTION CR-RPA3-XX' _ Round Pole Adapter for Straight Arm (31/4 - 33/4") CR-RPA4-XX' Pole Adapter for Straight Arm (37/e - 41/2") CR-RPA5-XX' _Round Round Pole Adapter for Straight Arm (5") CR-RPA6-XX' _ Round Pole Adapter for Straight Arm (6") CRD-RPA2-XX' CRD-RPA3-XX' ----------- CRD-RPA4-XX' CRD-RPA5-XX' Round Pole Adapter for Upswept Arm (23/4 - Round Pole Adapter for Upswept Arm (31/4 - 33/4") ----------------------------------- Round Pole Adapter for Upswept Arm (37/e - 41/2") Round Pole Adapter for Upswept Arm (5") _ _ CRD-RPA6-XX' _ _ ------------------------------ - - ---- --- Round Pole Adapter for Upswept Arm (6") ----------------------------------------------- WB-CR-XX' - --- -- - Wall Bracket — TPLB-XX' — ------------------ Twin Parallel Luminaire Bracket 1 Replace Xx with cola choice, eg N for Dark Bronze 2 When ordering poles, specify Pale Drill Part —art TENON TOP POLE BRACKET ACCESSORIES (2,/e" OD tenon) (RSS version requires 4" round pole adapter) CATALOG # DESCRIPTION SETA-XX' Square Pole Tenon Adapter (4 at 90 degrees) RETA-XX' Round Pole Tenon Adapter (4 at 90 degrees) TETA-XX' Hexagonal Pole Tenon Adapter (3 at 120 degrees) ----- — -- ---- - _ - - - 1 Replace Xx with color choice, eg DI for Dark Bronze PHOTOCONTROL EQUIPMENT CATALOG # DESCRIPTION PTL-1 Photocontrol - Twist -Lock Cell (120V) 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 POLE COVER FIXTURE CAST ARM 1 i i i i SCREIN COVER POLE TOR 0.875 HOLE POLE COVER NUT PLATE ROUND POLE CAST ADAPTER NUT PLATE - SOUARE POLE UPSWEPT ARM MOUNT SQUARE & ROUND POLES 2.25 3.5 0.563 2 HOLES #2 DRILL PATTERN FOR POLES Due to our continued efforts to improve our products, product specifications are subject to change without notice. IMLIRING Spaulding Lighting a 701 Millennium Boulevard a Greenville, SC 29607 a PHONE: 864-678-1000 For more information visit our web site: www.spauldinglighting.com Copyright 0 2011 SPAULDING LIGHTING All Rights Reserved CIM-SPEC-4/11 Printed in USA CIMARRON LED cOne wall mounted fik-Are to be installed over each of the overhead Job doors. 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 • Stamped bezel provides mechanical compression to seal the optical assembly • Complements the Hubbell Southwest Series of outdoor products • Weight - 45.0 pounds • EPA - 1.3 ft2 • Features exclusive wiHUBB technology Wireless system for On/Off and 0-1 OVDC full range dimming control Programmable autonomous operation OPTICS • Choice of 24 high brightness LED configurations with individual acrylic lenses specially designed for IES Type II, III, IV and V distributions • CCT: 5000K standard, 4000K option • CRI: 70 ELECTRICAL • Universal input voltage 120-277 VAC, 50/60 Hz • Integral step-down transformer for 347V and 480V • Ambient operating temperature -30' C to 40' C • 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 • LED electrical assembly, including PR devices, consumes no power in the'off' state • Surge protection of 1 OKA 8/20 pSec wave; clamping voltage of 320V and surge rating of 273J • Automatic thermal self-protection • Long life - 60,000 hours LED] UpsweptArm G B Straight Ann E l WIN�_ D A B C D E F G EPA Weight 6 3/4" 21 3/4" 16" 6 5/8" 6 5116" 5 5/8" 61/8" 1.3 fl45 lbs. 171mm 552mm 406mm 168mm 160mm 143mm 155mm Arn' 20.4kg FINISH • TGIC thermoset polyester powder paint finish applied at nominal 2.5 mil thickness WARRANTY • 5 year limited warranty MOUNTING • Two die-cast aluminum arm designs are available providing maximum design flexibility LISTINGS IP65 • The decorative arm offers a sleek upswept look while the straight arm • Listed to UL1598 and CSA C22.2#250.0-24 for wet locations ROHS follows the housing's contoured lines for continuity of style • IP65 • Fixture ships with arm installed for ease of installation and mounts to #2 drill pattern • ROHS compliant -i • Wall bracket and pole accessories are also available allowing easy • DLC listed (5000k) Q.-• mounting for virtually any application ORDERING INFORMATION ORDERING EXAMPLE: CL1-A-90L-U-5K-3-011-RPA3 Series Mounting No. of LEDs Voltage CCT Distribution Color Options SERIES VOLTAGE ConL COLOR Cont. CL1 Cimarron LED 5 48OV, 60 Hz PS Platinum Silver F 34N,,60 Hz RD Red MOUNTING E4 220V, 50 Hz FG Forest Green _ A Arm mount construction (6" straight rigid arm CC Custom Color included & acceptable for 90° configurations) CCT AD Deeorative arrn mount carat (6" decorative upswept 4K 4000K OPTIONS arm in-cl. &- acceptable for 90° configurations) 5K 5000K BL1.z Bi-level dimming ---------------- CD1.2 Continuous dimming NO. OF LEDS DISTRIBUTION WB Wall bracket 90L 90 High brightness LEDs 2 Type II RPA3 3" Round pole adapter 60L 60 High brightness LEDs 3 Type III RPA4 4" Round pole adapter 30L 30 High brightness LEDs 4 Type IV RPA5 5" Round pole adapter 5 Type V RPA6 6" Round pole adapter VOLTAGE F(X)4 Fusing (replace X with Voltage 1-120V, 2-208V, U3 Universal 120V-277V, 50/60 Hz COLOR 3-24OV, 4-277V, 5-48OV, 6-347V) 1 120V, 60 Hz DB Dark Bronze PR(X) NEMA Photocell Receptacle - (replace X 2 208V, 60 Hz BL Black with Voltage U-120-277V, 5-48OV, 6-347V) 3 24OV, 60 Hz WH White WIH-IM In fixture wireless control module 4 277V, 60 Hz GR Gray (contact factory) Notes 1- For 90L and 60L N/A 347V & 480V • 2 - BL & CD cannot be combined • 3 Fuse option not available with universal voltage 4 Select F3 [using option for 220V SPAULDING LIGHTING WWW..SPAULDINGLIGHTING.COM 4111 Michael Lawrence Associates Landscape Architects / Site Planning Consultants March 22, 2013 BURLINGTON INTERNATIONAL AIRPORT —SEWAGE RECEIVING FACILITY Cost Estimate for Plant Material Plant Material to be Installed adjacent to Airport Drive and along Cemetery Key Unit Scientific Name Size $/unit $-Sub-total Thoc-A 5 Thuja occidentalis `Nigra' 5-6 ft. 188 940 Thoc-B 5 Thuja occidentalis `Nigra' 6-7 ft. 250 1,250 Thoc-C 5 Thuja occidentalis `Nigra' 7-10 ft. 475 2,375 TOTAL $4,565 MEMBER Eight Linden Lane Essex Junction, Vermont, 05452 American Society PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects I mike@mclasla.com r StanteC BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON, VERMONT AIRCRAFT SEWAGE RECEIVING STATION FAA AIP PROJECT NO. 3-05-0005-095-2013 CONTRACT #2 PROJECT DESCRIPTION FINAL PLAT SUBMITTAL REVISED: JUNE 7, 2013 CONSTRUCTION OF AN ENCLOSED FACILITY FOR THE TRANSFER AND DISPOSAL OF SEWAGE FROM AIRCRAFT VIA LAVATORY CARTS USED BY THE AIRLINES. THE FACILITY INCLUDES SANITARY SEWER AND FLOOR DRAIN PIPING WITH MANHOLE AND OIL/WATER SEPARATOR, WATER SERVICE INSTALLED VIA DIRECTIONAL DRILLING AND CONVENTIONAL TRENCHING METHODS, STORMWATER SYSTEM, AND OTHER UTILITIES INCLUDING GAS, TELEPHONE, AND ELECTRICAL SERVICES. ANCILLARY CONSTRUCTION INCLUDES A CONCRETE PAD FOR A TRASH COMPACTOR AND RECYCLE MATERIAL DUMPSTER WITH FREE STANDING BRICK FACED CONCRETE SCREENING WALLS. SITE WORK INCLUDES BITUMINOUS PAVEMENT RECONSTRUCTION. LANDSCAPING INCLUDES REHABILITATION OF AN EXISTING CEDAR HEDGE, NEW TREES, AND ORNAMENTAL FENCE. Project Number: 195310775 INDEX OF SHEETS SHEET NO DWG. NO. TITLE 1 G1 COVER SHEET 2 G2 OVERALL AIRPORT PROPERTY AND SITE LOCATION MAP 3 Cl SITE PLAN 4 C3 SITE LAYOUT AND GRADING PLAN 5 C4 UTILITY PLAN 6 C5 WATER AND SEWER PROFILES 7 C6 WATER SERVICE DETAILS 8 C7 SANITARY SEWER DETAILS 9 C8A CIVIUSITE DETAILS 10 C813 CIVIUSITE DETAILS 11 C9 LANDSCAPING PLAN AND DETAILS 12 C10 EROSION CONTROL PLAN AND DETAILS 13 A100 BUILDING PLANS, ELEVATIONS AND DETAILS 14 P1 PROCESS PLAN AND DETAILS NOTE: THE ABOVE LISTED DRAWINGS ARE FROM A LARGER SET OF BID PLANS. PROJECT LOCATION BURLINGTON I\I ', PASSENGER TERMINAL II II �IFI�IIp ! BURLINGTON INTERNATIONAL III £ •+'' I! AIRPORT IIII IJ - - ) Qp� OLD TITH HANGAR �' 1151 AIRf�ORP DRIVE ,II o- ELDRIDGE' ,CEMETERY IA = I: l'I T II' SJ VICINITY MAP NOT TO SCALE RECEIVED JUN 0 7 2013 City of So. Burlington FEDERAL AVIATION ADMINISTRATION APPROVED DATE BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON, VT APPROVED DATE STANTEC CONSULTING SERVICES INC CERTIFIES THAT THE PLANS AND SPECIFICATIONS FOR THE PROJECT WERE PREPARED IN ACCORDANCE WITH THE CRITERIA CONTAINED IN THE CURRENT EDITION OF FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULARS (LIST OF CIRCULARS DATED JANUARV 25 N12 ) APPROVED PROTECT MANAGER DATE VERMONT ARMY NATIONAL AVIATION FACILITY GUARD Y/ f AIRPORT '\A AIRPORT BOUNDARY ZONING DISTRICT AIRPORT INDUSTRIAL NATIONAL GUARD VERMONT AIR 1ZONE 4 V VINDUSTRIAL "� I T G DISTRICT 4- moo APPROXIMATE ZONING BOUNDARY 8 BUILDING #7 NORTH ;IANGA�t1 Il NFy R S TION ITA VALLEY WEST APRON PROJECT LOCATION / MIXED POTASJ� BROO 111D. L I APPROXIMATE ZONING BOUNDARY K COMMERCIAL EAGLE DRIVE JONING STRICT I CLASS 11 WETLAND N"/P 0 CLASS 11 WETLAND MIXED INDUSTRIAL COMMERCIAL ZONING 1 D INDUSTRIA DISTRICT OMMERCIAL ING DISTF�I "N' Ali it \17r/ N 0 500' 1000' AMR; Sol Consulting Seri Inc 51 13— Mountain Dn,, South Burlington VT USA 05403 Tel 802 864 0223 Fax 802 864 0165 ".- st.0',, — Cqr# R"l T11 I., W —.1, 'S NOT scale the d..! h 1,— 1. Sbbrt•c "dl diii, The "'Y"'all are .,d d,..,rg, Uri, p,.p.,ty f 1.1. RipiJ 1 t�' 'Ull,n or use for 0h., . than toot auth.—d by St.rt,c f.,l L Ll LAND OWNER AND APPLICANT. CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT 1200 AIRPORT DRIVE #1 SOUTH BURLINGTON, VIF 05403 NOTE, THIS PROJECT IS LOCATED WITHIN THE AIRPORT INDUSTRIAL ZONE NO SUBDIVISION IS PROPOSED FOR THIS APPLICATION, THE CITY OF BURLINGTON, BURUNGTON INTERNATIONAL AIRPORT WILL BE THE OWNER OF THE PROPOSED PROJECT AND ALL ASSOCIATED LAND Notes I RE —ISSUED W" RNSIONS AS NOTED By DDIA Appd JBIL W AM DO 130607 WaNd By Appid W AM DO 1 Fl. N.— 02-1--b-pil d.g DDH JOL SIN 130503 own Chkd Ngn yy MM DO ckwppw CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vemwt Tdo OVERALL AIRPORT PROPERTY AND SITE LOCATION MAP ftpd NO. scale 195310775 1"=50Y ftIII NO. Sheet ReviliDn G2 2 or 14 0 EXISTING PAVED AIRCRAFT RAMP ENsrING 1000 GAL C OIL -WATER SEPARATOR EXISTING 6" SDR 35 Eva SEWER E%ISTING ELECTRICAL , 29 � / MANHOLE LOGE LOGE S EXISTING \�- (ice GATE #6 TRANSFORMER PAD -� .� CONTROL —E%IS11N' J� u ✓ FROM E%ISTING TRENCH DRAIN��., \I ]I�Loop, ® mot 9 EXISTING PAVED(PAINNG AREA \ iCHERI�' TAG • AVIATION ='i'_'6 Gf:�/ e IHV ,' 1r�v-L� O 33 JL�`W} � Sewage Receiving Sbtlan Site Plan Oab WpWreet UGE Jon Lelnwohl u ,UT s ° --UGE. _yo Owns of RecardaM RbM: _ pGI TEtE"OIIE City of Burlington, Vermont UG—ucTI_ OMoD FIE, ti MENI Burlington8onai Nrport 19 -' 1300 Airport rt DdVeDrNe, Nl T GAS South Burlington, lZonift District: Airport I;Wusatriml �-Td FIRP T fCRM1PlA� SUIsdNlalon: Illo Subdivision is associated with this Ilse: ISewap ItanMng Slaian(Ain— Use) Setbadu: Front Yard 50' � � k- - Rear Yartl 50' = Wcg t W — UTILITY leow. exuY - Not o C1 CONSTRUCTION NOTES: 1. NEW 21'-4" X 33'-4" SEWAGE RECEIVING STATION BUILDING (FFE = 332.0). SEE STRUCTURAL, ARCHITECTURAL, PROCESS, MECHANICAL, AND ELECTRICAL DRAWINGS FOR DETAILS. 2. UMITS OF PAYMENT FOR BID ITEM #33 - 21'-4" X 33'-4- SEWAGE RECEIVING STATION BUILDING (LUMP SUM) 3. TYPICAL AIRCRAFT LAVATORY WASTE CART (BY OTHERS). 4. NEW 15' X 15' X 8" THICK P-501, PORTLAND CEMENT CONCRETE SLAB (TYPICAL OF 2). SEE STRUCTURAL DRAWINGS FOR DETAILS. 5. NEW 24' X 40' X 8" THICK P-501, PORTLAND CEMENT CONCRETE SLAB. SEE DRAWING CBA FOR DETAILS. 6. NEW RAISED PORTLAND CEMENT CONCRETE WALK WITH CURB. SEE DRAWING C8A FOR DETAILS. 7. TRASH COMPACTOR PROVIDED BY OTHERS. 8. RECYCLE MATERIAL DUMPSTER PROVIDED BY OTHERS, 9. NEW BRICK FACED CONCRETE ENCLOSURE FOR TRASH COMPACTOR AND DUMPSTER WITH Q 2 NEW WIDE SWING GATES. (F-162, 8' HIGH CHAIN LINK GATES WITH SCREENING SLATS.) SEE DRAWING C8A FOR DETAILS. 10. NEW 10 HP HYDRAULIC COMPRESSOR. (BY OTHERS) 11. STEEL BOLLARD WITH SAFETY YELLOW HOPE SLEEVE AND CAP (TYPICAL OF 11 pj EXTERIOR BOLLARDS). SEE DRAWING C8A FOR DETAILS. 12. NEW OVERHEAD ENTRANCE DOOR PUSH BUTTON CONTROLS WITH BOLLARDS. 13. REMOVE EXISTING CATCH BASIN. 14. INSTALL STABILIZED CONSTRUCTION ENTRANCE. SEE DRAWING C2A AND C10 FOR DETAILS. 15. INSTALL TEMPORARY SILT FENCE. SEE DRAWING CIO FOR DETAILS. 16. TEMPORARY FIELD OFFICES. 17. SAWCUT EXISTING BITUMINOUS CONCRETE PAVEMENT. (LIMIT OF P-152, UNCLASSIFIED EXCAVATION.) is. INSTALL 12" P-209, CRUSHED AGGREGATE BASE COURSE AND 4" P-401, BITUMINOUS CONCRETE PAVEMENT TO LIMITS SHOWN. SEE DRAWING C8A FOR DETAILS. 19. LIMITS OF NEW P-401, BITUMINOUS CONCRETE PAVEMENT. 20. PAINTED WHITE TRAFFIC FLOW ARROW (TYPICAL OF 2). SEE DRAWING C8A FOR DETAILS. 21. 6" WIDE, PAINTED WHITE EDGE LINE (TYPICAL). 22. TEMPORARY 8' HIGH CHAIN LINK FENCE WITH THREE STRAND BARBED WIRE. SEE DRAWINGS C2A THRU C2C FOR DETAILS. 23. REMOVE EXISTING PERIMETER SECURITY FENCE FOR SITE ACCESS DURING CONSTRUCTION. REPLACE WITH NEW F-162 8' HIGH CHAIN LINK FENCE WITH THREE STRAND BARBED WIRE. SEE DRAWINGS C2A THRU C2C AND C8A FOR DETAILS. 24. NEW 1" COPPER WATER SERVICE. SEE DRAWINGS C4, C5, AND C7 FOR DETAILS. 25. NEW 6" SDR 35 PVC SANITARY SEWER SERVICE. SEE DRAWINGS C4, C5, AND C7 FOR DETAILS. 26. NEW 4" SDR 35 PVC BUILDING FLOOR DRAIN. SEE DRAWINGS C4, C5, AND C7 FOR DETAILS. 27. NEW 1.000 GALLON PRECAST CONCRETE OIL/WATER SEPARATOR. SEE DRAWINGS C4, C5, AND C7 FOR DETAILS. 28. NEW 4' DIAMETER PRECAST CONCRETE SANITARY SEWER MANHOLE INSTALLED ON EXISTING 6" SDR 35 PVC SEWER SERVICE. SEE DRAWINGS C4, C5, AND C7 FOR DETAILS. 29. NEW UNDERGROUND BUILDING ELECTRICAL SERVICE. SEE ELECTRICAL DRAWINGS FOR DETAILS. 30. NEW STORMWATER SYSTEM INCLUDING THREE CATCH BASINS, A 4" ROOF DRAIN PIPE, 18" CPEP (SL) STORM DRAIN PIPE. AND 36" PERFORATED CPEP (SL) UNDERGROUND STORMWATER INFILTRATION PIPE. SEE DRAWINGS C4 AND COB FOR DETAILS. 31. NEW UNDERGROUND BUILDING TELEPHONE SERVICE. SEE ELECTRICAL DRAWINGS FOR DETAILS. 32. NEW UNDERGROUND GAS SERVICE INSTALLED BY VERMONT GAS SYSTEMS. CONTRACTOR TO COORDINATE WITH VERMONT GAS SYSTEMS AND INSTALL GAS PIPING AS NECESSARY. 33. PROJECT BENCHMARK: BRASS DISK IN CONCRETE MONUMENT, "C95030", ELEVATION = 330.72 FEET. W GATE a6 CONTROLS - EXISTING PAVED PARKING AR A .- HERIrAGE AVIATION UGE " Gt Y1 j'SJ DIRECTORY SIGN 3 GPS - 'Al - RAMP MUI INTER I 'T AIRC DAFT TIE- DOWN ✓ f Stantec Consulting Services Inc. 55 Green Mountain Drive — EYISTINt; PAVED AIRCRAFT RAMP �- I 22 : ;.. 1 South Burlington VT U.S.A. 05403 let. 802.8640 223 Fax. 802.864,U165 165 — 0 0 0— o o— o o 4 Swntec www.slantec.com ' -The Contractor hall wdfy and be responsible r°r °II dimensions. DO NOT scale the drawing - any eno ar amssons shall be repodod to SWnteo wimom delay. The Copyrights X, all designs and drawings are the yr rty r Stantec. Reproduction or ae for any puryose other than that aulhodzed by Stantec is rorbidaAn. Consultants AIRFIELD PERIMETER SECURITY CHAIN LINK FENCE --- - NATURAL GAS LINE - - SANITARY SEWER LINE so -- - STORMORAIN LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE -- WATER LINE yr!E CONIFEROUS OR DECIDUOUS TREE 7 SHRUB Y$ EXISTING FIRE HYDRANT oU EXISTING SIGN O EXISTING SANITARY SEWER MANHOLE oO EXISTING LIGHT POLE WE '^ w OMaWryNG CONSTRUCTION NOTE NUMBER - EDGE OF THIS DRAWING AND REFERENCED DRAWINGS FOR FURTHER DETAILS � a BASE PLAN INFORMATION IS BASED ON FIELD SURVEY PERFORMED BY STANTEC CONSULTING SERVICES, INC. AND DESIGN DRAWINGS ENTITLED NORTH HANGAR - PROPOSED OIL/WATER SEPARATOR SEWER CONNECTION DATED JULY 14, 1, zo 1999 AS PREPARED BY DUFRESNE-HENRY CONSULTING ENGINEERS OF SOUTH BURLINGTON, VERMONT t 321 EXIST NHERIGRAVEL iAGE AVAATIION ING AREA / aJ i WIDE RIGHT OF WA o — E%ISiINIr — _ ° o GRANNE CURB o SEWER E%ISTING GAS — IS A_ Gt E%06. PVC HF H/`.F,�/`- o OONNEC1,00OP5 — 5 G —GAS ROAD i0 INILLI5ICN�,� — tAL NT D 15' AC , S GAtEIEPHONE C j�1PIUI.AE _ l . GAS E INGRETE TEI-EPHONE 5 — S W f 5� _� f UGl W _ IN _NG1— GPS Ot WAs' !� -AIRPORT DRIVE- 5 !� E EDGF Of 6F WIOE PIGHI �1 I� — W — UGt 0 20' 4 u'19 Lot Mm Allowah6 Edsting C-a SF P. SF guild 309L Unknown Unknown 711 Unknown All Buildings, Parking& Other Impervious Areas Sm Unknown Unknown Pb Oullgefrom Overall Existing Impervious Front Yard 30% Unknown Unknown NUCharlgemCoverage Minimum Required: " •Proposwd 1 Space, l per 1N Additional Spaces Employee - ADA ar ADA `The proposed Sewage Receiving Station ma mocation of the existing aircraft sewage disposal operation. The existing and proposed facilities are lasted on the airfield side of the security fence. There is no employee or public parking associated with this operation. All employees presently park In a dedicated employee lot located It of the Parking Garage. BWMM : 33" 713 NOTE: UNCLASSIFIED EXCAVATION WITHIN THE BUILDING FOOTPRINT SHALL BE CONSIDERED INCIDENTAL TO BID ITEM #33. Mnimum Allaryabk Etdstlng PAYMENTLIMITS FOR LotArw: SF Axes SF Atroa D ETA I L BAD p 130,G80 3 41,033,520 9a3 I- Ndi SCALE: NONE Font Ysrd Am: unknown t tJPWiE eUtJJaIG SOLMaE FaorACE DON JBL 13.o5.so R/EYIDII N rood. YY.1JI DDH JBL 1 RE -ISSUED WITH REVISIONS AS NOTED 13.06.07 Issued By Mod. YY MMAD File Nome. 0I-Site Plan.dwg ODN Jet DMC 13.05.03 Own. Chid. Dsgn. YY.MM.DD Pam* -Sect -*OF ]421 NALE CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont Title SITE PLAN Project No. Scale 195310775 1 "=20' Drawing No. Sheet Revision C.1 3 of 14 0 CL PAVEMENT RECONSTRUCTION Z 331.33 FM A331.40 331.32 NOTE: TC=TOP OF CURB EL. (FINISH GRADE) BC=BOTTOM OF CURB EL. (FINISH GRADE) S=-0.54�0.73% SLOPED BITUMINOUS TC=331.91 �C=331.91 PAVEMENT, TYPICAL BC=331.41 C=331.41 AT 4 CORNERS OF BUILDING TC=332.0F32.00 ° ° C=332.00 BC=331.533 332.00 BC=331.50 O ;31.68 332.00- - _ 331.68 O 0 0 S=-2.1 %O S=-2.1 % 331.68 - 2.00 332. �- - _ 331.68 331.50 331.50 f- L/"YI V _ BUILDING GRADING PLAN Q SCALE: '=1' 1 T I AklµrAY b, . Z VT AIR NATIONAL GUARD a RSA - -- --- `�A - - - RSA RSA ADA ADA RUNWAY 133--�- IDIOM CONTROL P01 /2 FL ADA N719031846 AOA 250' FROM RUNWAY -E1470295'428 RSA RSA - RSA b m CONTROL POINT /1 m N717455.651 x---------- _. ----- TAXIWAY �9Y l FAA POP �g .G �. RADAR jill SITE PPLANI HORIZONTAL SURVEY LA V CONTROL POINT LOCATIONS SCALE: 1'=300' NEW BUILDING LAYOUT INFORMATION POINT I ITEM NORTHING EASTING 81 NW corner 717224.00 1469481.39 82 NE comer 717226.84 1469502.54 B3 SE corner 717193.80 1469506.96 B4 SW comer 717190.97 1469485.82 B5 NW slab cnr 717239.25 1469482,21 86 NE slab cnr 717241.24 1469497.28 B7 SE slab cnr 717178.46 1469505.48 B8 SW slab cnr 717176.48 1469490.62 89 NE sidewalk 717227.43 1469507.00 810 SW screen wall 717194.33 1469510.93 B11 SE screen wall 717199.72 1469551.23 B12 NE screen wall 717225.49 1469547.78 B13 NW screen wall 717220.10 1469507.48 WATERLINE LAYOUT INFORMATION PAVEMENT LAYOUT INFORMATION POINT ITEM NORTHING FASTING POINT ITEM NORTHING EASTING W1 t Valve 717343.17 1469382.57 Pi Corner Pvt. 717268.92 1469475.47 W2 1 B bend 717229.21 1 1469399.74 P2 Corner Pvt. 717143.01 1469492.14 W3 1 8 bend 717187.84 1469450.90 P3 Corner Pvt. 717165.05 1469665.75 P4 Corner Pvt. 717291.81 1469649.03 SEWERUNE LAYOUT INFORMATION P5 Comer Pvt. 717164.88 1469657.89 POINT ITEM NORTHING EASTING S1 manhole 717262.42 1469451.42 S2 o w sep. 717255.26 1469460.79 S3 o w sep. 717249.19 1469468.74 S4 cleanout 717232.41 1469490.69 S5 cleanout 717210.33 1469458.39 S6 cleanout 717200.63 1 1469471.09 STORMWATER LAYOUT INFORMATION POINT ITEM NORTHING EASTING D1 Catch Basin 717210.10 1a6sa7s.la D2 Catch Basin 717127.11 1469486.29 D3 ICatch Basirl 717140.58 1 1469588.41 RAMP MOUNTED /AIRCRAFT TIE -DUAL EXISTING PAVED AIRCRAFT RAMP - 127' P4 0 0--0 0 0 0-0 33093 0 0 :7jMATIH 331,35 P3 P5 SLOPE EXISTING GRADE '331,40 AL OR EXISTING 6" SEA 35 PVC SEWLR a +33 5 I I EXISTING ELECTRICAL - S SLOPE MANHOLE - UOE EXISTING GATE #6 TRANSFORMER NO �ti CONTROLS ',. C EXISTIN 3 GATE I: �q,'A +331.4P u - -TODP, P. o o, I I - GRATE EL a ° M1 M2 EXISTING AIIxcRADT TIE-Dowl. AREA .. D3 HERn ACE AVIATION _ n SLOPE n a c -4-31.00 m GATE N6 CONTROLS m ® Hll B11 M10 0 MB B SEE BUILDING Mn 9 GRADING PLAN T 1 THIS DRAWING FOR _ EXISTING PAVED PARKwG AR ADDITIONAL DETAILS °�°� ® HERITAGE AVIATION MIT "33 .7S F�> M M4 eM5 T11n 11 i ow ED [+5 u/ 14; 31. 0 EXISTING VERMONT CB GAS MILLER G "lr M7 lj-.16 P2 EXISTING WATER METER 3 1. 0 O - --331 D2 IcATEo naslDE BUILDING M © APPROX. LocnnoN /ry RATE Dl El • SO aD G E L _ _ _ _ EXISTING CLEANOUT 3 . _--__ / " � 0 0 5 EL RIM 'T37 _ 0 S S2=331,25 ..,., 3+50 s}.. ..� .. 0 0 APPROX. LOCATION G --IN w EXISTING CLEANOUT S 5 S5'� (UNKNOWN PIPE) ° �F 3 5'e bU I 2 3 VI r }7n.e1 xe ©` ® w'io `"�� "'B"NNEft�ACE aIaKR` AREA WIDE RI GHt 0OF \ 10-603 10+50 / 11+00 -Wj15N^" XM T�EDG F 66' o - lW I W L'.� '• APR 0 x ems. W7 EXISTING ELECTRICAL --o y. TRANSFORMER K EDAIR HEDGE EXISTING a - o EXISTING GR1E CURB ELECTRICALS GAS MANHo E EXISTING I DES u, Gtx9 �C SEWER AS 15,• AC 3 1� UGE Q o i` G 6 WITHIN HEDGE - `I a EXINNEGTION GAS - UGE CO u aGr s ROAD t V l 1 Gus UGE � i TO W111.. GPS 3�0 GAS ELEPHO UMENT D 15" AC 5 S USI ., GAS E1 ISTING TELEPHONE W OIRECiORY SIGN' 3 GAS G NORETE 5 GAS'�GAS- ,lr. cI W UGT ,;gH�OF we DRIVC� 3 --w GT�� 6ri wIDF 0 20' 40 EDGE Or APPROXIMATE W W UG_ � UGT D,IDE=��- Slarltec ConsWOng Services Inc. 55 Green Mountain Drive Allk South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fox. 802.864.0165 1Www.etertec- st� CoWighl Reserved Th, Contractor shell -fy and be respells Dle for ell emensons DO NOT stall the d-mg ony errors or am,s ells shell be repartee to St.." wthaut delay. The Copyrghts to all designs and drew'ng, ore the property of Stantec Reprod-..n or ae for ony purpose other then that aNhorzed by Stantec I, f,,bdden Consultants ..;Xi4 Legend - AIRFIELD PERIMETER SECURITY CHAIN LINK FENCE ��- NATURAL GAS LINE -- s- SANITARY SEWER LINE STORM GRAIN LINE - UNDERGROUND ELECTRIC LINE -- --- UNDERGROUND TELEPHONE LINE - WATER LINE f `m CONIFEROUS OR DECIDUOUS TREE SHRUB EXISTING FIRE HYDRANT EXISTING SIGN 9 EXISTING SANITARY SEWER MANHOLE 40 EXISTING LIGHT POLE Nate / 33A" SPOT ELEVATION: EXISTING GRADE + 331.0 SPOT ELEVATION: FINISHED GRADE -- -- 331----- EXISTING GRADE CONTOUR -331- FINISHED GRADE CONTOUR I ADJUSTED DUMPSTEN FAD FINAL ELEVAMONS 004 JBL 13.06.07 Revision BY AFDd W.MM.OD RE -ISSUED WOH REMSIONS AS NOTED DON JBL 130607 lamed By AYpd YY MM DO File Name: 02-Site Pl11.d19 DDH JBL OMC 13.05.03 Dwn. Chkd. Dsgn YYAM.DD Pen ft-gM OF i A, 7421 1,10 ClienUPrged CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont SITE LAYOUT AND GRADING PLAN Project No. Scale 195310775 1"=20' Drawing No. sNat Revision C3 4 D1 14 0 STORMWATER DRAINAGE TABLE --1-111= TL' I, IT 11. 11 CB 41 NEW 4' INSIDE DIAMETER PRECAST CONCRETE CATCH BASIN WITH CAST IRON FRAME AND GRATE RIM ELEV = 330.50 NEW 4' SDR 35 PVC ROOF DRAIN INV IN = 32600 (E) NEW 18' CPEP (SL) STORM DRAIN INV OUT = 323 14 (S) a a CB #1 PIPING NOTES. NEW 3 INTERIOR ROOF DRAIN INVERT AT BUILDING PENETRATION = 326 25 SEE MECHANICAL DRAWINGS FOR CONTINUATION. TRANSITION FROM NEW 3" INTERIOR ROOF DRAIN TO NEW 4" SDR 35 PVC ROOF DRAIN PIPE WITH 4 X 3" PVC REDUCER AND FLEXIBLE RUBBER COUPLING AT 2' OUTSIDE OF BUILDING INSTALL APPROXIMATELY 4 LF OF NEW 4 SDR 35 PVC ROOF DRAIN PIPE INSTALL FLAPPER VALVE ON END E I ill_ „II rI = OF NEW 4" SDR 35 PVC ROOF DRAIN INSIDE CATCH BASIN (Jt INSTALL 80 LF OF NEW 18" CPEP (SL) STORM DRAIN PIPE AT S= -0 143 FT/FT NEW BUILDING ELECTRICAL SERVICE, SEE ELECTRICAL - CB Y2Y2 DRAWINGS FOR DETAILS 'I NEW 5' INSIDE DIAMETER PRECAST CONCRETE CATCH BASIN WITH CAST IRON FRAME AND GRATE RIM ELEV = 330 25 `4 o NEW 18 CPEP (SL) STORM DRAIN INV, IN = 322 00 (N) - - - _ - - - - r II, NEW 36 PERFORATED CPEP (SL) STORM DRAIN INV OUT = 32200 (E) E I_ = fIl _ _ _ _ I If '1, �111 ' .t INFILTRATION AREA _ 36" PERFORATED CPEP ' UGE UGE y,. STORM DRAIN PIPE SEE SEE J CB A2 PIPING NOTES. f"G1r-F rant L-I UGE - DRAWING CBB FOR DETAILS --- INSTALL 100 LF OF NEW PERFORATED CPEP SL STORM DRAIN PIPE AT S= 0000 FT FT ( ) / SEE DRAWING CBB FOR INFILTRATION AREA DETAILS - fFj i I�'L f n NEW UNDERGROUND ELECTRICAL SERVICE II I CB#3 CB Y3 NEW 4" SDR 35 PVC FLOOR DRAIN, SEE - - NEW 5' INSIDE DIAMETER PRECAST CONCRETE CATCH BASIN WITH CAST IRON FRAME AND GRATE DRAWING C7 FOR DETAILS CONNECT TO IIIr ' w1 ,o-, r F- uF 1i 11 -1F IL„I- RIM ELEV = 33025 INTERIOR FLOOR DRAIN PIPING AT 2' 1 NEW 36 PERFORATED CPEP (SL) STORM DRAIN INV OUT = 32200 (W) OUTSIDE OF BUILDING WITH LONG SOLID I 'T SEE DRAINAGE TABLE THIS DRAWING n SLEEVE COUPLING SEE MECHANICAL -, , c FOR NEW STORMWATER DRAINAGEI DRAWINGS FOR CONTINUATION TE n'1 --, m SYSTEM DETAILS I CB #3 PIPING NOTES: NEW 36' PERFORATED CPEP (SL) STORM DRAIN PIPE AT S= D.000 FT/FT NEW 1,000 GALLON OIL/WATER SEPARATOR -11rN o SEE DRAWING CBB FOR INFILTRATION AREA DETAILS. SEE DRAWING C7 FOR DETAILS- M GENERAL STORMWATER DRAINAGE NOTE. NEW 4' SDR 35 PVC FLOOR DRAIN - SEE DRAWING CBB FOR CATCH BASIN AND TYPICAL PIPE TRENCH DETAILS SEE DRAWING C7 FOR DETAILS _ in F .fq STA 1+75 =STA 3+00 <`) ITT ' F I nlli v NEW PRECAST CONCRETE SANITARY SEWER MANHOLE 1 I' CUT EXISTING 6" SDR 35 PVC SEWER AT 2' OUTSIDE OF l NEW SEWER MANHOLE AND RECONNECT WITH 2-6" SDR 35 PVC SEWER PIPES (APPROX 3' EACH) AND 2 LONG SOLID SLEEVE COUPLINGS SEE DRAWING C7 FOR DETAILS — d - C�, UGE 0 •F,r_ry „ 'nF e'numn 4" RO F• 331 - - lrq N'. .TI n I Fill IF "T /a D IN S DSD SD / U37 1' - 3© MAINTAIN 10' MIN. F I-ITIL F- 'F } 3+50 ry SEPARATION N _I l C011 IF EW UNDERGROUND -i - T ELECTRICAL LEPHONE LINE SEE DRAWINGS FOR DETAILS _ - _ ' ' A, JO 1A f / PV NEW 6" SDR C SANITARY SEWER BUILDING - SERVICE, SEE DRAWING A FOR DETAILS I CONNECT TO N I TERIOR WASTE PIPING FRdM MACERATOR AT 2' OUTSIDE OF BUILDING ,WITH LONG SLEEVE SOLID SLEEVE COUPLING, SEE a MECHANICAL DRAWINGS FOR CONTINUATION NUATION L ` 10' X 6' RECEIVING PIT, SAW CUT EXISTING - j - - NEW I" COPPER WATE WATE SERVICE UNE INSTALLE PAVEMENT AND REPLACE GRAVEL SUBBASE I VIA DIRECTIONAL DRILL G ?_ AND BITUMINOUS CONCRETE IN KIND MAINTAIN PARKING LOT TRAFFIC FLOW ALL TIMES i;; (APPROXIMATELY 115 LF) AT 03 0+50 VV W WSJ f .1 T, LF'-,,.1111 F- IF 11 1110NAL SDR _. DTA IREC LL I -_ JELE 71�' NEW I- COPPE&IrWAYERSERVICESEE f1,S DRAWING'G6 FORLLATS95 NEW GAS SERVICE LI TOrT"COORDINATE WI7N ERM INSTA ONT--_-E,c,GAS SYSTEMS AND AS WITH J TALLATION - __ AS R€QUIRED v1I I CUT EXISTING 1" COPPER WATER SERVICE - _jl-- — LINE AND INSTALL NEW 1" COPPER WATER- ___ --- - WITH 1"X1" COPPER TEE-AND"1" CURB STOP SEE DRAWING C6 FOR DETAILS— _- ' Stand ConsulBng Services Irro 55 Green Mountain Dnve South Burlington VT USA 05403 Tel 802 864 0223 Far 802 864 0165 ��.`R www stonlec coin Copyright Reserved The Conlmclor aholl —.1y and be respone,ble for all d,mens,one DO NUT scale the druw,ng -any errors or omsslom shall be reported to 6lantcc wdhoul deloy The Copyrights to all dee,gna and dr—rp are the property of Slantec Reproduction o use for any purpose other than that oub—d by Sn nlec ,s forb,dden Consultants Legend AIRFIELD PERIMETER SECURITY CHAIN LINK FENCE cos— NATURAL GAS LINE — 5 SANITARY SEWER LINE STORMDRAIN LINE ucE— UNDERGROUND ELECTRIC LINE —ua UNDERGROUND TELEPHONE LINE w— WATER LINE CONIFEROUS OR DECIDUOUS TREE SHRUB EXISTING FIRE HYDRANT EXISTING SIGN EXISTING SANITARY SEWER MANHOLE -'11 EXISTING LIGHT POLE Notes 1 CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATIONS, MATERIALS, AND SIZE OF THE EXISTING 6" SDR 35 PVC SEWER AT THE NEW SANITARY SEWER MANHOLE CONNECTION POINT PRIOR TO ORDERING STRUCTURES AND SUBMITTING SHOP DRAWINGS TO THE ENGINEER 2 SEE DRAWING C5 FOR WATER AND SEWER PROFILES Revision - ---- -- - By Appd rrMM DD t RE -ISSUED WITH REVISIONS AS NOTED - ODH JBL 130607 levied By Aped rr MM DO CllentlPnljed CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont UTILITY PLAN Project No. Sob 195310776 1"=20' Drying No Sheet Revision CA 5 of 14 0 335 - -- - -- - __ - - 335 I FFE _ EXISTING 3320 -XISTING GRAVEL _ PAVED AREA - -- r- EXISTING --- - fl KING AREA _ _ _ __ EXISTING PAVED PARKING AREA RAVrrE��L D�RIV_EA 330 330 w w EXISTING GAS AT BUILDING PENETRATION = 326 0 vl rn SERVICE LINE NEW G S SERVICE LI�i GL - - N z _ o cD 9z 3 5 3 NEW UNDERGROUND 4 ELBOW O z _ _ o _ TELEPHONEEJ�SERYICE LINE - - 45' ELBOW - - - w _ _ _ __ INSTALL IN RIGID INSULATION y z AT CROSSING SEE DRAWING mz mz EXISTING NDERGROUND �w C6 FOR DETAILS z o EL CTRICAL LINE -__ a N a EXISTING 6" SDR 35 PVC 325 w owSEWER, INV 324 Et - - ---- - 325 MAINTAIN 18" MIN NEW C RB STOP WITH SEPARATIONMAINTAIN 18"j MINIMUM * - NEW 1" COPPER WATER SERVICE SEPARATION VALVE BOX TO GRADE + EXISTING " COPPER - WATER SERVICE LINE ¢ NV 3229 NEW 18" CP (SL) STORM DRAIN - - -_ -- - - - - - - - I = INSTALLATIO VIA DIRECTION L DRILLING 320 320 0 o+ o+ + + + + N f NEW BUILDING � PROFILE WATER SERVICE o 0 � o E E i O* 2 r 335 - - a w o 335 335 335 in fy;m�1 c�,r o -P� � rr�1a N �WM a N *111 N Y _— —t- Z Z n gsmin "_' <m^1_ n +�++ > n'D '� w 6 a o p o MACERATOR PIT Mr7 N� K w1M�{R�- tin II II II w I o II aHJI' II I^wo z vl _ F.F.E = v� zz�-z_ F.F.E.= as cd tlm > 33200 d— r; zGi �Sa �.i FFew Sa 3320 F_ Q> zKa>J>< Z tnm ZIA VIO z rn rc o s z z 8 z> z a z SEPTAGE RECEIVING FACILITY _ _Ui 330 _ 325 EXISTING f SDR 35 S WER LINE, INV 3251t 320 - FLOOR DRAIN TO OIL/WATER LTI -mIII L— �ITI SEPARATOR _ m 330 330 � - -- - - - -- -- - - - --IT 30 SEWAGE RECEIVING FACILITY MACERATOR PIT DRAIN TO SEPTAGE RECEIVING FACILITY w FLOOR DRAIN TO OIL/WATER --- ---- -- SEPARATOR - - - FLOOR DRAIN ,EXISTING o - NDERGROUND� I UNDERGROU'I I ELEC LINE TELEPH TNT- - -- - w EXISTING 6" SDR 35 SEWER - - -- -- - LINE, INV = 3251f - - -- ------ - - INV. AT BUILDING PENETRATION=326 70 325 325 - - - - - 325 INV AT BUILDING NEW 4" SDRI 35 PVC FLOOR DRAIN (35 LF) -NEW—6 SDR 35 PVC ---- --- PENETRATION=326 11 SLOPE AT -002 FT/FT SANITARY SEWER _ - BUILDING SE VICE (83 LF)_ NEW 4" SOP 35 PVC FLOG DRAIN (10 LF) SLOPE AT - 0104 FT/FT SLOPE AT - 02 FT/FT - - - _ -- - -- - - NEW 1 " CPEP (SL) STORM DRAIN INV = 323 04 320 320 320 r-1 PROFILE NEW BUILDING FLOOR DRAIN SCALE 1 "=20' H , 1 "=2' V PROFILE NEW SEWERANITABIJILDN. SERVICE SCALE 1 "=20' H ; 1 "=2' V. 4' U 2' W > 0 20' 40' 0 { Stantec Consulting Services Inc 55 Green Mountain DDve South Burlmglon VT USA 05403 I Tel 802 864 0223 �. ��/� Fa, 802 864 0165 star*K www slantec com Copynght Rwwved The 6ont1ac1o1 shall venly and b. respone.ble for all dimenm DO NOT scale the drawing — any errors or pmissons shall be repaM1ed to saint« w.mnm decoy The Cnpyr,ghts to ail designs and drawings a,e the p,o ay or Stpnt.c Reproduchon o use ro, any pu,O,s other than that oAt ,zed by SbaM.e is /o,b,dden Consultants ?1- �aalaa.�•- /..al�aa� Legend - -- - CHAIN LINK FENCE NATURAL GAS LINE -- - - - SANITARY SEWER LINE --- STORMDRAIN LINE UNDERGROUND ELECTRIC LINE ------ -- UNDERGROUND TELEPHONE LINE WATER LINE CONIFEROUS TREE DECIDUOUS TREE r SHRUB EXISTING FIRE HYDRANT EXISTING SIGN EXISTING SANITARY SEWER MANHOLE _ EXISTING LIGHT POLE NOW RaWlon By Appd rrMMDD 1 RE —ISSUED WITH RECISIONS h5 NOTED DDH JBL 130607 lined 2y Appd rr MM DD Fle Nome 09—Ubfity PrpNle.dw9 DDH JBL DMC 130503 D.n ChW N, YYMMDO Parmn-Sad awwpmject t CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, VemorN nae WATER AND SEWER PROFILES Protect No Sale 195310775 AS SHOWN Dr2Mng No Shed Revision C5 6d14 0 TRENCH LIMITS IN ROAD CROSS COUNTRY 2 PERM PAVING 12" TOP COURSE BINDER COURSE SA CUT PAVING LOAM AND 2 F U N a w z NOT A PAY w LIMIT BLANKET G SEED FINISH GRADE " COMMON FILL MATERIAL GRAVEL j /, SUBBASE FREE OF WOOD, FOREIGN I, MATERIALS OR STONES =� /-��/, ^� EXCEEDING 6" DIA - / / COMPACT BY MECHANICAL MEANS -_ TRENCH LIMITS, NO ROCK SHALL PROJECT INSIDE OF TRENCH LIMITS 0+2 / SAND BLANKET AND BEDDING D ETA I L TYPICA PIPE TLRENCH COPPER SCALE NONE WATER SERVICE II SEWER MAIN —GRAVITY /I NOTE PIPE SECTIONS SHOWN DASHED OR PRESSURE SEWER / I I SHALL AHOBE PRESSUNTALREITYPE PIPE AL UNTIL SEPARATION WITH WATER MAIN ABOVE SEWER IS MAINTAINED. PIPE JOINTS SHALL BE AS FAR FROM ACTUAL CROSSING AS POSSIBLE NORMAL SEPARATION f2 10' HORIZONTAL OR BOTTOM OF WATER 18" ABOVE TOP OF SEWER PIPE Z WATER SERVICE NOTE -ANY VARIATION FROM THIS °D SEWER MAIN METHOD MUST BE APPROVED BY THE ENGINEER DETAIL SEWER/WATER PIPE CROSSING SCALE NONE GRADE 6" OF SAND OVER AND O UNDER INSULATION of a ao �a y¢ 0C Y?N3 wZ� —PROPOSED WATER SERVICE EXISTING OR NEW STORM SEWER- 6" SAND o ll 2" RIGID POLYSTYRENE SAND LATION AT ALL INSU CROSSINGS PROPOSED WATER SERVICE D ETA I L TRENCH INSULATION SCALE NONE NOTE CUT —IN NEW 1" WATER SERVICE TEE TO EXISTING 1" COPPER SERVICE ONLY AFTER SUCCESSFUL BACTERIOLOGICAL TESTING OF EXISTING GRADE NEW 1" COPPER SERVICE LINE ADJUSTABLE CURB BOX WATER — SERIVCE TRENCH 1" X 1" COPPER TEE / I 17 H1 NEW 1" TYPE "K" COPPER WATER SERVICE 1" CURB STOP 4"X8"Xi6" CONCRETE BLOCK EXISTING 1" COPPER SERVICE LINE DETAIL NEW 1- WATER SERVICE ERLINE DETAIL TYPICAL CURB STOP SCALE NONE SCALE NONE { Stantec Comutgrlg Services Inc 55 Green Mountain Dnwe South Burlington VT USA 05403 Tel 802 864 0223 Fax 802 864 0165 ��.`R www slantec coin hCRawmd -rr m 11 a fy and b, msponsmis ro, ad mmeDO NOT stole the drawing -ony errors or omissions shop be reported 1u Stantec withal delay The Copynghls to all designs and drawings are the property of Stantec Reproducban o _ for ony puryose other than thnl nuthonzsd by Slants, is rorbidd- CamAnts Legend Nobs RMmn By Aped n MM OD 1 RE -ISSUED WITH ROASIONS AS NOTED DON JBL 130607 By Appd n MM DO BIs Name 10-Woledi1e dstedwg DOH OMC DMC 130503 Own Chkd Dsgn n MM DD Pallld$MI CAerIVPreiect CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont TIN WATER SERVICE DETAILS Project No Stye 19531OT75 AS NOTED Drawing No. Sheet Reneim C6 7of14 0 2'-2" MAX TO FIRST MANHOLE RUNG TRAVELED WAY ADJUST TO GRADE WITH PRECAST - GRADE RING OR BRICK MASONRY (MAX 12" OF BRICK ) PLASTER WITH 8" MORTAR USE ONE BRICK, MIN DIAMETER TO CONFORM WITH MANHOLE 8 FRAME AND COVER (30" DIA MIN ) PRECAST CONCRETE MANHOLE BARREL n 1, 2, 3, 4, AND 5 FT LENGTHS TWO (2) COATS OF ASPHALT -- WATERPROOFING APPLIED AT THE FACTORY 5" MIN '66'�'-0" MIN MANHOLE RUNGS PRECAST CONCRETE BASE x`+I BASE MAY PROJECT BEYOND THE OUTSIDE DIAMETER OF THE WALLS — MANHOLE FRAMES AND COVERS SHALL BE NEENAH CATALOG NO R-1743, LEBARON CATALOG NO LC 328, OR EQUAL PROVIDE 30'0 CLEAR ACCESS MINIMUM SLOPE GRADE AWAY FROM MANHOLE IN NON PAVED AREAS MANHOLES LESS THAN 6' DEEP SHALL HAVE A REINFORCED CONCRETE SLAB COVER IN LIEU OF A CONE SECTION PRECAST CONCRETE MANHOLE CONE (ECENTRIC) WATERTIGHT JOINT USING AN APPROVED MASTIC TYPE SEALANT OR "0" RING GASKET EXTERIOR OF ALL JOINTS SHALL BE RECOATED WITH ASPHALTIC WATERPROOFING AFTER SETTING FLEXIBLE RUBBER BOOT (CAST IN PLACE OR FIELD INSTALLED) T � - � `--PIPE 12" MIN CRUSHED STONE------I MAX. SUITABLE UNDISTURBED MATERIALf BRICK OR CONCRETE INVERT AND SHELF PRECAST r-,,DETAIL SANITARY SEEWER MANHOLE SCALE NONE NEW SANITARY SEWER FLOW `PRE -CAST CONCRETE MANHOLE PROVIDE SMOOTH OPEN CHANNEL TRANSITION WITH NO SHARP BENDS (2'-0 RADIUS, MIN ) FLOW+ CONCRETE SHELF, SLOPE TO CHANNEL, SEE NOTE NOTE, NEW SANITARY SEWER SHELVES CAN BE CONSTRUCTED WITH CLASS B 3500 PSI CONCRETE AS DEFINED IN SECTION 501 OF THE VERMONT STANDARD SPECIFICATIONS INVERTS FOR SEWER MANHOLES SHALL BE AS SHOWN ON THE PLANS AND DETAILS AND SHALL BE CONSTRUCTED WITH CLASS B 3500 PSI CONCRETE, OR FOR STRAIGHT RUNS, SEGMENTS OF PIPE CUT IN HALF LONGITUDINALLY. 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 DETAIL SANITARY SEWER MANHOLE BOTTOM SCALE NONE IN PAVEMENT CROSS COUNTRY 1 1/2" TYPE III TOP COURSE 12' PERM. I TRENCH 2 1/2" TYPE II BINDER COURSE SAWCUT PAVING PAVING LIMITS LOAM AND SEED 14 �`FINISH GRADE kr GRAVEL T+ 11 COMMON FILL (NOTE 1) MATCH EXISTING COMPACT BY MECHANICAL MEANS, SUBBASE TO 95% MODIFIED PROCTOR AS PER o Y ASTM D-1557 a NO ROCK SHALL PROJECT z rz-INSIDE OF TRENCH LIMITS - o OD+2 FT 1 CRUSHED STONE, CRUSHED GRAVEL w u1 OR $AND (MAXIMUM STONE SIZE o < IS 1 , COMPACT BY MECHANICAL MEANS TO 95% MODIFIED PROCTOR AS PER ASTM D-1557) BLANKET `� � 12 � PROVIDE 6" OF CRUSHED STONE _ TYP r HAND BACKFILL AND TAMP IMMEDIATELY PIPE AROUND PIPE (NOTE 2) BEDDING OD • NOTE THIS DETAIL IS APPLICABLE FOR PVC SANITARY SEWER PIPE AND PVC FLOOR DRAIN MATERIAL NOTES 1 COMMON FILL - MATERIAL EXCAVATED ON SITE WHICH IS FRIABLE, NATURAL SOIL COMPOSED OF GRAVEL, SAND, OR SILTY OR CLAYEY GRAVEL AND SAND, FREE FROM DEBRIS, CONCRETE OR OTHER RUBBLE, ORGANIC MATTER, MUCK, PEAT, EXCAVATED ROCK AND BOULDERS OF 6 INCHES IN MAXIMUM DIMENSION OR GREATER 2 CRUSHED GRAVEL CLEAN HARD CRUSHED GRAVEL, FREE FROM SILT, TOPSOIL, CLAY, AND ORGANIC MATTER, UNIFORMLY GRADED FROM COARSE TO FINE 'WITHIN THE LIMITS SPECIFIED IN ASTM C136 DETAIL SEWER PIPER TRENCH SCALE NONE NOTES 1 CONCRETE 5,000 PSI MINIMUM STRENGTH ® 28 DAYS 2 STEEL REINFORCEMENT ASTM A-615, GRADE 60 3 COVER TO STEEL - 1" MINIMUM 4 OIL/WATER SEPARATOR SHALL BE DESIGNED TO MEET ASTM C-857 AND ACI 318 WITH AASHTO HS-20 LOADING 5 CONSTRUCTION JOINT SEALED WITH BUTYL RUBBER RESIN OR EQUIVALENT 4" FLEXIBLE RUBBER BOOT CAST INTO WALL, TYP OF 2 4" SCH 80 PVC- 4" SDR 35 PVC ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS AS REQUIRED, TYP OF 2 HEAVY PRECAST CONCRETE COVER, TYP OF 2 PRECAST CONCRETE 4'ID RISER SECTION, TYP OF 2-- SEAL JOINT, TYP — 4" SCH 80 PVC Y!- 35 PVC —FLOW OUTLET INV = 325 75 TRANSITION WITH 4" LONG BODY SOLID SLEEVE COUPLING, TYP OF 2 GRADE �oo J a� of . I _a na ,7Z ZW 6" OF SAND OVER AND UNDER INSULATION C)O ♦ I g wz ut- N W � INSULATION PIPE ETA I L LD TYPICAL TRENCH INSULATION SCALE. NONE 10'-0" X 5-0" X 5'-1" I DIMENSIONS) PRECAST CO OIL/WATER SEPARATOR 3' x 1' OPENING CENTERED ON BAFFLE WALL 4" SCH 80 PVC TEE, TYP, OF 2 F,t _ 1 SLIP FLANGE (2) PLAN MANHOLE FRAMES AND COVERS SHALL BE NEENAH CATALOG NO R-1743, LEBARON CATALOG NO LC 328 OR EQUAL GROUT IN PLACE, TYP rFINISH GRADE= 331 25 �— If 30" CLEAR 30" CLEAR I• t 7 I CONCRETE EL FLANGE (2) - 3'-O" = 327.58 4" SCH 80 ---FLOW PVC TEE 6" - - - - - INLET INV WSE = 326.00 �-4" SCH 80 PVC 3' x V OPENING CENTERED ON BAFFLE WALL o� CONCRETE EL = 322.50 -18" MIN. CRUSHED GRAVEL BEDDING- 1I1=III IIIIIII III I SUITABLE UNDISTURBED MATERIAL ELEVATION DETAIL OIL / WATER SEPARATOR FINISHED GRADE LEBARON FOUNDRY, INC SEWER CLEANOUT RING AND COVER. CATALOG NUMBER LA0910 OR EQUAL 45' WYE 6' MIN -4" THICK CONCRETE COLLAR 'SCH 40 PVC RISER WITH THREADED CAP 45' BEND FLOW WYE DETAIL TYPICAL CLEANOUT DETAIL SCALE NONE AREA Stantec CDrmulI Services Inc 55 Green Mountain Drive South Burlington V1 USA 05403 Tel 802 864 0223 Fax 602 864 0165 www slonlec coin J{I� �11AN16 The C.ni—I., shall v fy one be n,,.nsible for .II d,mens.ns DO NOT scale the dr.w,ng — any errors or .miss,.ns shall b< rep.Hed to Stantec wdh.., tlelpy The C.pynghts to all des,gns .ntl dr.w,ngs are the pr."hy .f Stantec Rep,,dud- . use tar any purpose other than that � th... d by Stantec o l.rb,tlden carmul uIfS �\ Legaw Nobs By Apyd rrMMDD 1 RE —ISSUED Wlnl REVISIONS AS NOTED DDH JBL 130607 Will By Appd YYMMDD F,I, Name 10—Woter- detsdwg DOH DMC DMC 130503 —_ Own Chia Dsyn I MM DD OwNpm)td CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South SudkVton, Vermont Tye SANITARY SEWER DETAILS Pmpd No. Sale 195310n5 AS NOTED Ur'4 t No Sheet Re116ion C7 8ot14 0 10'-0" MAX 10'-0" MAX 3 STRAND 12 1/2 G A BARBED WIRE MOUNTING (TYP (TYP ) BRACKET (45') " �1 5/B"0 TOP RAIL OUTSIDE INSIDE L 1.-0. NO 9 G A CLIPS 2'-0" 0 C MAX (RAILS) V-O" 0 C MAX. (POSTS) 0 U B'-0' m 2" MAX 1"MIN J III 11113 PREFINISHED III II 11I AND LETTERED SIGN II II � TYPICAL OF 2 NOTES 1 CONTRACTOR TO SAWCUT NEW i COMPACTOR AND DUMPSTER PAD BISECTING THE PAD IN BOTH THE NORTH - SOUTH AND EAST - WEST DIRECTIONS SAW CUT TO BE 1/4" WIDE BY 2" DEEP 2 SET WEST END ELEVATION OF THE COMPACTOR AND DUMPSTER PAD AT 331 91' TO MATCH 5" SIDEWALK AND EAST END TO MATCH PAVEMENT RECONSTRUCTION, SEE BUILDING GRADING PLAN C3 '--�� 3" 0 CORNER, GATE AND -2 1/2"0 LINE POST TERMINAL POST WITH CAP 9 GAUGE BUCK VINYL COATED, (ACORN), TYP. STEEL FABRIC 2" MESH BAR III �1/4"0/4" BAR NO 7 GA-- I�nff STRETCHER TENSION WIRE SEE POST DETAIL THIS SHEET !! LINK FENCE (F H1162) CHAIN DETAIL SCALE, NONE 5" CONCRETE 8^ THICK P-501 PORTLAND CEMENT SIDEWALK, CONCRETE PAD FOR COMPACTOR 4" NEW P-401 BITUMINOUS CONCRETE SEE DETAIL AND DUMPSTER PAVEMENT PLACED IN 2 EQUAL LIFTS EL 331 91 #5012 E W SAWCUT EXISTING PAVEMENT SLOPE SEE JOINT DETAIL THIS DRAWING EXISTING APRON PAVEMENT OF UNKNOWN DEPTH `\\\\ ^- UNKNOWN SUBBASE - = 6" P-209 CRUSHED `12" P-209 CRUSHED LIMIT OF P-152 II AGGREGATE BASE COU RSE AGGREGATE BASE COURSE UNCLASSIFIED EXCAVATION UNDISTURBED SUBG RADE COMPACTOR AND DUMPSTER PAD PAV M NT RIECONSTRUCTION AR EXISTING CONDITIONS DETAIL PORLAND CEMENT CONCRETE ANDT TPAVEMENT RECONSTRUCTION PADS SCALE NONE Q 1 Inn➢ AIRPORT PROPERTY 1'-6' NO TRESPASSING VIOLATORS WILL BE NOTE SIGNS TO BE OF DURABLE METAL WITH RED LETTERING ON WHITE BACKGROUND, PER SPECIFICATIONS PROVISION AND INSTALLATION OF SIGNS TO BE INCLUDED IN PAY ITEM F-162 �1 DETAIL FENCE SIGN SCALE NONE 4"0 GATE POST �12'-0" i�_i 1 �I►�Imilli POST DIA AS INDICATED APPROX 2" BEVEL 4" TOPSOIL h SEED AS REO'D (TYP ) - - -III 4'-0. II n II u 4,000 PSI CONCRETE 6 SET GATE 16, CORNER 120 SONOTUBE ANGLE, FOR ALL LINE POSTS POSTS IN 16' 0 CONCRETE IF•�IF— 18"0 FOR ANGLE, CORNER, TERMINAL OR GATE POSTS D ETAI L TRASH COMPACTOR AND DUMPSTER SWING GATE DETAIL FENCE/GATE POST SCALE NONE Q � SCALE NONE 1 NOTE, PLACE ASPHALT TREATED FELT WHERE i 4'-6" SHOWN WITH 3/4" OF HOT POURED JOINT S SEALER AT TOP, TYPICAL ASPHALT TREATED FELT CONCRETE CURB, SEE DETAIL m BETWEEN CURB/PAD ek 1/4" RADIUS, 6" 1/2" RADIUS, FRONT 6X6 - 6/6 WWF ASPHALT TREATED FELT BACK 1% MIN BETWEEN CURB/PAD* w 2% MAX � LB" CONCRETE COMPACTOR PAD SEE DETAIL , SURFACE OF TRi 2 COMPACTOR PAD _lI -I -1— IIL-111 w III 6" P-209 CRUSHED AGGREGATE BASE COURSE 1 TYP IT fl IIII 5" THICK CONCRETE WALK 1 T/{ - ' UNDISTURBED SUBGRADE J 8" P-209 CRUSHED AGGREGATE BASE COURSE BENEATH 8" PAD DETAIL WAILK SED WITHNCURBE SCALE. NONE 1/2 SAW CONTROL JOINT AND FILL WITH HOT POURED JOINT SEALER (PAYMENT NEW P-401 BITUMINOUS SHALL BE INCIDENTAL TO P-401, CONCRETE PAVEMENT BITUMINOUS CONCRETE PAVEMENT) -� EXISTING BITUMINOUS n CONCRETE PAVEMENT EXISTING SUBBASE \_12' P-209 CRUSHED AGGREGATE BASE COURSE &ED ETA I L PAVEMENT BUTT JOINT LE NONEI 1'-0" _I V-0" SEWAGE NON -POTABLE RECEIVING WATER STATION DO NOT DRINK NOTE SIGNS TO BE OF DURABLE METAL WITH BLACK LETTERING ON WHITE BACKGROUND, PER SPECIFICATIONS PROVISION AND INSTALLATION OF SIGNS TO BE INCLUDED IN PAY ITEM #33. SEWAGE RECEIVING STATION BUILDING 2 CONCRETE CURB D ETA I L CONCRETE CURB SCALE NONE rLn�ca SEE LAYOUT PLAN nD ETA I L PAINTED ARROW SCALE NONE DETAIL THREE BUILDING SIGNS SCALE NONE V-0" BUILDING TEMPERATURE ALARM V 6" CONTACT BTV OPERATIONS IF ACTIVATED 802-316-6014 4 p Stsntec Consulting Services Inc, 55 Green Mountain Drive South Burlington VT USA 05403 Tel 802 864 0223 fay 802 864 0165 www slpDlec rnm StanI Th� CunR�lt/orr h,II verity ono be responrmle for oll amens Do NOT emle the d,.w,ng —any ermn or omsmons shall be repoded L. Stontec w,thllt delay the Coprn9his to all des,9ns ontl drOw,ngs ore the properly 0 Stontec Reprodudh o m for pnY pwpou other than 0n0 auft_6 by Slanted is fo dden Cauxitants LeI Notes I COMPACTOR AND DUMrSTER PAD, FENCE DDH JBL 13 06 07 Re1111on III Appd YYMM DD 1 RE —ISSUED WITH REMSIONS AS NOTED DOH JBL 13 06 07 By Appd Yy MM DD CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South BDAington, Vemmt rm. CIVIUSITE DETAILS Project No. Scala 195310775 NONE Non ilq No, Sheol Rii Ci8A 9 of 14 0 kr 12' SWING GATE TYPICAL OF 2 SEE DETAIL DRAWING C8A P/C COPING Shnk ery aConsulting Sices Inc. #5®12 EW SEE SECTION C 1 Q IN PAVEMENT CROSS COUNTRY 55 Green Mountain Dn,C - 1 1/2" TYPE III TOP COURSE TOW EL 339.41 South Burlington U< U 5 A 05403 3" PVC DRAINAGE PIPE THROUGH WALL, SEE Z SECTION C, TYPICAL OF 6 I� 12" PERM TRENCH 2 1/2" TYPE II BINDER COURSE SAWCUT PAVING PAVING LIMITS _ Tel 802 864 0223 FaW 660 (,ccom 165 — ww _o j DU MPSTER LOAM AND SEED CLrL�� - - - FINISH GRADEDOVETAIL ANCHOR SLOT •7{IO RCL DUMPSTER SCREENING WALL ----- - - -- - - °• AT 24" OC, MAX SEE SECTION THIS DRAWING CopyrghlReeerved SAWCU7 SLAB EACH WAY SEE NOTE DRAWING CBA COMFNCTOR i I _Y;=`' w ;�- GRAVEL ' COMMON FILL NOTE 1 �Y� COMPACT BY MECHANICAL MEANS, �.A�TCHEG FACE BRICKS R-I \4L�ydj Th. Cwrnomr �hnn .�nry nna nw aspons,nl" nor nil d,mwn=,ons oD NOT "ool� mw d..11 - ony "rrors ,, om,"s,onh sn . nw r.ponwa m stontwo -,moot awioy The CopyR,,. m on dea,g and drow,oga ors Ins SUBBASE TO 95R MODIFIED PROCTOR AS PER • pr th t or use for any puryose other Ihan Mo! Ston4c Reby BITUMINOUS m - -- -I- ---- m z ASTM D-1557 o u NO ROCK SHALL PROJECT CENTER VERTICAL B 8" WALL AR IN 4-#5'S CONT Sl,,non outhoraed by st0nlen ,: m�,dawn CONCRETE PAVEMENT C C l l y z INSIDE OF TRENCH LIMITS Consultant ' \�� m 0 FACE BRICK W/BRICK ; �_ I z TRENCH LIMITS o o EVERY OTHER COURSE TIES 4 �24' I% 40' COYRETE OD+2 FT of CRUSHED STONE, MAXIMUN STONE SIZE #5012 4®6 LN L� EXTERIOR BOLLARD, TYPICAL qD w�q IS 1", COMPACT BY MECHANICAL OF 11, SEE DETAIL THIS DRAWING B'-6" l 8�-6" 3' o < MEANS TO 957. MODIFIED PROCTOR AS PER ASTM D-1557 3/4" CHAMFER, 8.. 1'-0" TYPICAL Legend I• BLANKET 12" PROVIDE 6" OF CRUSHED STONE END RETURN DETAIL CONCRETE PAD • I- - TM�P HAND BACKFILL AND TAMP IMMEDIATELY SCALE TYPICAL OF 2 3� - - - - AROUND PIPE P PIPE 3" DIA PVC DRAINAGE PIPE 4, - __ _ _ - - - - - BEDDING Z ,r OD THROUGH WALL SEE DWGS O -_ FOR NUMBER AND LOCATION 8" CONCRETE SUB ON GROUND TOC EL 332 OB REINFORCE WITH #5012EW O SEWAGE RECEIVING NOTE, BITUMINOUS 3" CLR 3 TYP AT T LDING STATION BUI MATERIAL COMMON FILL -MATERIAL EXCAVATED ON SITE WHICH IS FRIABLE, NATURAL SOIL COMPOSED OF PAVEMENT SEE PLAN FOR OVERHEAD DOOR GRAVEL, SAND, OR SILTY OR CLAYEY GRAVEL AND SAND; FREE FROM DEBRIS CONCRETE OR OTHER ELEVATION • RUBBLE, ORGANIC MATTER, MUCK, PEAT, EXCAVATED ROCK AND BOULDERS OF 6 INCHES IN MAXIMUM DIMENSION OR GREATER COMPACTED TYPU OVERHEAD DOOR INSIDE SEBOLLARD, N • • DRAWINGS E ARCHITECTRAL �' L CPEP (SL) STORM STRUCT FILL D ETAI DRAIN PIPE TRENCH REBAR CALLOUTS, 3. AS SERVICE SCALE NONE COMPACTED EF = EACH FACE STRUCT FILL EW = EACH WAY Notes #5012 EWEF T = TOP Al 11 D = BOTTOM PLAN EXTERIOR BOLLARD LOCATIONS CONT =CONTINUOUS SCALE 1"=10' TOC = TOP OF CONCRETE 4" TOPSOIL/SEED N 5012 TOW = TOP OF WALL P/C = PRECASE #5012T L SEE GRADING PLAN- o SUITABLE BACKFILL lV #5®12T 4-#5'S T CONT TOC EL 326 33 / \ NEW 36" CPEP (SL) GO II inx n 11 "'x 100' c> PERFORATED PIPE -#5'S B CONT FLOW GO U¢Zc3 A B B L /CPEP \ / 100 L F NEW 36" (SL) - \ / PERFORATED PIPE T�2 u �A�� 2 FILTER FABRIC MIRAFI 140N OR APPROVED I } EQUAL LINE ENTIRE INFILTRATION FIELD AND SECTION A —A OVERLAP EDGES 12" MINIMUM 1-1/2" CLEAN CRUSHED STONE, EXTEND 2'-0" BEYOND OUTSIDE EDGES OF INFILTRATION PIPE AND V-O" ABOVE AND BELOW PIPE PLAN VIEW PAVED FILLET N N SLOPE TO CONFORM o TO ROADWAY CAST IRON FRAME AND GRATE N p "III LEBARON LF 248-2 OR EQUAL (3 FLANGE) - USE 4 FLANGE AT LOCATION m GO o¢ WITH VERTICAL CONCRETE WITH NO CURB (STANDARD)- �� 4" TOPSOIL/SEED 4" TOPSOIL/SEED CURB UOR NO CRB LOCATION WITH MORTAR TYPE II SUITABLE BACKFILL MATCH EXISTING GRADE OR SEE ADJUSTMENT OF FRAME AND SWgLE FLOyy GRADING PLAN VARIES GRATE WITH GRADE MS BRICK PRECAST SLAB REINFORCEMENT EL 326.00 I�L CONCRETE 2,_0.. JOINTS SHALL HAVE MASTIC -SEAL 18' CPEP (SL) COVER 5.' OR BUTYL RUBBER GASKET STORM DRAIN --1 ,- - .I r 48" 1 D FROM CB #1 I RISER AS REQUIRED OR AS SHOWN ON PLAN I I 100 LF NEW 36" CPEP (SL) I CIRCUMFERENTIAL REINFORCEMENT I PERFORATED PIPE I _ I SLOPE = 0.007. I INV. = 322 00 INV = 32200 - STORM PIPB 1-1/2" CLEAN CRUSHED STONE FILTER FABRIC - MIRAR 14ON OR APPROVED EQUAL LINE 1 MORTAR EL 321.00 ENTIRE INFILTRATION FIELD AND a WALL THICKNESS TO BE A MINIMUM OVERLAP EDGES 12" MINIMUM g•• OF 1/12 INSIDE DIAMETER NEW 5' DIAMETER CATCH BASIN, TYPICAL OF 2 NOTE. PRECAST CONCRETE BASE SECTION SEE DRAWING C3 FOR ADDITIONAL SECTION B-B GRADING INFORMATION . -6" CRUSHED STONE^- - -; ` SLAB REINFORCEMENT DETAIL UINFNDELTRGRRAOUND TION AREA SECTION TYPICAL CATCH BASIN SCALE NONE SCALE NONE SECTION DUMPSTER SCREENING WALL C SCALE' 3/4"=1'-0" Q 1 ROUND THE TOP SMOOTH DUTY STEEL I EHEAVYBOLLARD, PIPE BOLLARD, FILLED WITH CONCRETE SLOPE CONCRETE 0 FILL TO DRAIN PAVEMENT OR FINISHED GRADE INSTALL 1/2" JOINT FILLER WHEN IN CONCRETE APRON 0 CONCRETE FILL '18 e NOTE: INSTALL HOPE SAFETY YELLOW BOLLARD COVER WITH MATCHING CAP ON EACH BOLLARD DETAIL TYP EXTERIOR BOLLARD SCALE NONE I OUMPSTER SCREENING WILL DDH JBL 130607 FWlion By Appd -MOD OD I RE —ISSUED WITH REMISIONS AS NOTED DDH JBL 130607 Imed By Appd ' MM DD File Name 07-0ivil SU Deta,ladwg DDH JBL DMC 130503 D.n Chkd D-gn Y MM DO Prank- W OF • CIIenVPmled / CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Budkmj on, Vem ord We CIVIUSITE DETAILS PmAd No scale 195310775 NONE Drawing NO Shed Revimn C8B 10 of 14 0 CATE /6 CONTROLS PLANTING SPECIFICATION 1. PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMISSION OF OF HORTICULTURE NOMENCLATURE. PROVIDE STOCK TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED. 2. COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF "AMERICAN STANDARDS FOR NURSERY STOCK". 3. ALL PLANTS SHALL BE NURSERY GROWN. 4. PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 5. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS, FREE FROM DEFECTS, DISFIGURING, KNOTS, 5UN5CALD INJURIES, FR05T CRACKS, ABRASIONS TO THE BARK, CROOKED LEADERS, PRUNING WOUNDS GREATER THAN I INCH IN DIAMETER, INSECTS AND DISEASES. G. EVERGREEN TREES SHALL BE BRANCHED TO THE GROUND. 7. PROVIDE ONLY FRESHLY DUG PLANTS. 8. DO NOT PRUNE PLANTS BEFORE DELIVERY. 9. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM 51ZE SPECIFIED. 50% OF THE PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED. 10. PLACE PROTECTIVE COVERING OVER PLANTS TRANSPORTED IN OPEN VEHICLES TO PROTECT FROM WINDBURN. 1 1. BALLED AND BURLAPPEO PLANTS; PROVIDE FIRM, NATURAL BALLS OF EARTH. CRACKED OR MUSHROOM -SHAPED BALLS ARE UNACCEPTABLE. 12. CONTAINER -GROWN STOCK: PLANTS SHALL HAVE BEEN GROWN IN CONTAINER FOR SUFFICIENT LENGTH OF TIME FOR THE ROOT SYSTEM TO HAVE DEVELOPED TO HOLD ITS SOIL TOGETHER, FIRM AND WHOLE. PLANTS SHALL NEITHER BE LOOSE IN THEIR CONTAINER NOR POT BOUND. 13. SHRUBS AND SMALL PLANTS SHALL MEET THE REQUIREMENTS FOR SPREAD AND HEIGHT INDICATED IN THE PLANT LIST. SINGLE STEMMED OR THIN PLANTS WILL NOT BE ACCEPTED. 14. TIME OF PLANTING - APRIL 1 5TH TO OCTOBER 1 5TH. 15. BEFORE STARTING WORK, REPORT ANY DEFECTS ON THE 51TE SUCH AS INCORRECT GRADING, TO THE LANDSCAPE ARCHITECT. COMMENCEMENT OF WORK BY THE CONTRACTOR SHALL INDICATE HI5 ACCEPTANCE OF THE AREA5 TO BE PLANTED AND HE SHALL ASSUME FULL RESPONSIBILITY FOR THE WORK OF PLANTING. I G. LOCATE PLANTS INDICATED ON THE PLAN IN THE FIELD. IF 055TRUCTON5 ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, DO NOT PROCEED WITH PLANTING OPERATIONS UNTIL THE LANDSCAPE ARCHITECT HAS SELECTED ALTERNATE PLANT LOCATIONS. 17. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO INSPECT ALL PLANT MATERIAL ON SITE TO REVIEW QUALITY, SIZE AND VARIETY BEFORE PLANTING PROCEEDS. 18. PLANT SUBSTITUTIONS WILL BE PERMITTED IF AUTHORIZED BY THE LANDSCAPE ARCHITECT 4 THE CITY OF SOUTH BURLINGTON AR0RI5T. 19. IF PLANTS CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY, PROTECT WITH 501L, WET PEAT M055, BARK MULCH OR IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT. 20. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. 21 . ALL WORK TO BE IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS FOR MATERIALS, INSTALLATION AND MAINTENANCE. 22. DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL. 23. SET PLANTS GENTLY IN PIT 50 TRUNKS ARE STRAIGHT. 24. PLACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED WATER THOROUGLY. FILL REMAINDER OF HOLE. BUILD 4 IN. SAUCER EDGE BEYOND EXCAVATION. WATER THOROUGLY AGAIN. 25. DRIVE HARDWOOD STAKES I' BEYOND EXCAVATION, TIE AR50RTIE STAKING MATERIAL TO STAKES AND WRAP OVER TOP OF ROOT BALL WITH ONE TWIST AROUND TREE TRUNK. 2G. MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. 27. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN AS NECESSARY TO INSURE PROPER SOIL MOISTURE. 28. PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR. 29. MAINTAIN NEW PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES; PRUNING, WATERING, WEEDING, MULCHING, RESETTING TO FINISH GRADE AND VERTICAL POSITION, RESTORING PLANT SAUCERS. 30. CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER AND SEASON PERMIT. 3 1. REMOVE AND IMMEDIATELY REPLACE ALL PLANTS DETERMINED BY THE LANDSCAPE ARCHITECT TO BE UNSATISFACTORY DURING THE INITIAL PLANTING INSTALLATION. 32. NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL COMPLETION. WHEN INSPECTION 15 APPROVED, THE OWNER'S REPRESENTATIVE WILL CONFIRM WITH WRITTEN ACCEPTANCE. 33. THE CONTRACTOR 15 RESPONSIBLE TO GUARANTEE ALL PLANT MATERIAL TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEARS FROM THE DATE OF WRITTEN ACCEPTANCE. 34. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES. 35. CONTRACTOR SHALL REPLACE FAILED OR UNSATISFACTORY PLANTS AT NO C05T TO THE OWNER. / GATE N6 f G L) CGNTROIS I I m w EXISTING PAVED PARKING AR ® HERITAGE AVIATION II ® / EXISTING VERMONT Ll CB ° GAS METER G P EXISTING AIRCRAFT TIF-DOWN AREA I o HLR'TACE AVIA'ION I w I w I I I I R I to � aU w I w w o � �w UG e a Lr NEW 21'4' X 31'a" o '' SEWAGE RECEIVING n C.. °x CR I 0 o UU Legend EX. Existing us Exlsting Tree to remain Exi5tmg Tree to be removed ® New Evergreen Tree End new 4 k. ht. fence IN /off I sIs If 5 ° 60 k. Ex. Security Fencng to be Removed w Ex. lawn 33 to remain ll _o �.,- ° -531 - - - - - o o ,_ - �� on C _ - - �i o Replace w/4' ht. steel chain link fence - closed loops on top - \ _a Thon-B 5 w/2-1 /2' dram . end Posts, 2" dram. line -5/8" top t posts, rail, powder coated black color finish. rnon-A-A� manufactured by; Merchants Metals, Westfield MA. www.merchantsmetals.com or approved equal. Ex. 5ecurity Fencing i ° c3 .. JC+ / _ EA Tho`MB-J INC EXISTINHER.AAGE KON AR Thon-B / I nan-/C Ex. 18 in. Poplar Thon- v be removed �' Thon-A aut flush to exlsbng grade) +/- 1 5' 7� 7 d to be removed 3 •Y�--"l ° `(lion -A W EXISTING ELECTRICAL \d. -o ! ° Thon- Begin new 4 k. ht. fence TRANSFORMER \\ am Box Elder -- � Thon-A ' Th� reURl EXISTING CTRICAL© Mariam to am h _ - , lawn e � EXIS IHG G GAS Ex. 5ecunty Fencing tobe Removed CPS t 1 ucE o GAS Ex. Cedar art�l r trees uc \ \ ) lawn remain GAS RO PD remove all B A�QN�� ' GAS EPHO IsiubA MD t� M (cut flush o exlstan,3 rade) 5 All Cedars to remain - BU�t GPI GAS E TIN" TEEEPHONE S W - CTORY SIGN 3 Ex. 5 anGng GAS �� ces s _ 82' to be removed - 01 �� -� s (take care to protect Ca d ) a' a _ w - - uGT s s _i ex. are s' w_w -uc= E1K+E OF 6fi WIDE RIGHT OF WAY S INUOT IN UGT � PRO%1MATE w -UGT uGT PLANTING PLAN � Scale 1"=20' -U� 1 DI AAIT 1 ICT PLUMB TREE 3" MULCH - DO NOT APPLY or MOUND AROUND TRUNK FORM 4' 501L SAUCER FIN15H GRADE - UND15TURBED 501L CUT AND BEND BACK WIRE. - FEEL BURLAP FROM TOP 1/3 OF ROOTBALL _ 501L MIX - TWO PART5 EXCAVATED 501L AND ONE PART BURLINGTON INTERVALE COMPOST. OR APPROVED EQUAL. BREAK APART EDGE OF 2 X BALL DIA. TAMP TO REMOVE AIR FOCKET5. EXCAVATION W/5HOVEL WATER THOROUGHLY. NOTES: SECTION I . PLANT TREE 50 THAT TOP OF ROOT FLARE 15 VISIBLE ABOVE THE FIN15H GRADE. 2. TREE5 SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 3. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE. 5TRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL Not to scale Key Quan Scientific Name Common Name Size 4 Spec. Thorl 5 Thuja occidentiall5'Nie3ra" Dark American Arborvitae 5-G ft. Thon-B 5 Thuja occidentiah5'Nlgra" Dark American Arborvitae G-7 ft. Thon-C 5 Thuja occidentiali5 'Nigra" Dark American Arborvitae 8-1 0 ft. i Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT U.S.A. 05403 1 T.I. 802.864.0223 Pox, 802.864,0165 www.slantec.com The C ,brbotor shall writ, and be re,pon,ibl, for all dimension". W NOT "tale the drawing - any errors or ommsio,, shall be reported to Stanlec ,ith,,t delay. The Copyright, to all design and drawings are the property of St,at Rep,ododion o ux for nny purpose Omer Iron mot wth,rized by Slonlec i, forbidden. Consultants Legend - - Notes Revision Issued Ele Nome: Permit -Seal By Aped. W.MM.DD By Appel. W.MM.DD O n. Chkd. D,gn. W.LIM.DD CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont LANDSCAPE PLAN Project No. Scale 195310775 1'=20' Drawing No, Sheet Revision C-9 11 Of 14 S S LXISIING 6" SON 35 PVC SEWER �- ELECTRICAL - '— s - MANH tErr I .STING UGE \ AT Mfi PAD -< CONTROLS TyT 1 rXISTIN, LOOP, e EXISTING VERMONT GAS METER C rLR MEICR BUILDING M e 33 T Wsw V -RAMP MOUNTED AIRCRAFT TIE -DOWN - EXFTING PAVED AIRCRAFT RAMP TEMPORARY FENCE INSTALLED UNDER CONSTRUCTION PHASE 1A EXISTING CONCRETE IIGHi POLE BASE-t ROLLED EROSION CONTROL PRODUCT (RECP), iSEE DETAIL THIS DRAWING o a EXISTING ttEANOLT HIM-}31 03 TEMPORARY CONSTRUCTION RIM To PIPE INVERT OFFICE TRAILERS INV as INV i261t o GATE p6 c T CONTROLS I _ EXISTING PAVED PARKING AR HERITAGE AVIATION I CB I I APPROX. LOCATION EXISTING CLEANOUT i APPROX. LOCATION EXISTING CLEANOUT (UNKNOWN PIPE) w w� EXISTING ELECTRICAL TRANSFORMER - EXISTING ECTIR ALQ MANHO,E 3 ODE' ,jLS INSTALL FILTER FABRIC DROP INLET PROTECTION, TYPICAL 3 LOCATIONS. SEE DETAIL THIS DRAWING ---- FINISHED GRADE CONTOUR EXISIINI; AIRCRAFT TIE -DOWN AREA HERITAGE AVIATION INSTALL SILT FENCE ALONG SOUTH AND WEST EDGES OF PROJECT, SEE DETAIL THIS DRAWING NEW EDGE OF PAVEMENT — M°z' t E n III z 0 I � m I 0 _331- _ _ _ - Q I� - o z Y� STABILIZED CONSTRUCTION ENTRANCE INSTALLED DURING I t N / CONSTRUCTION PHASE ° SEE DETAIL THIS DRAWINN G / EXISTING GRAVEL PARKING APIA / u, HERITAGE AVIATION / F 66 WIDE RIGHT �- o� UOE NG CATCH BASIN TO BE REMOVED 1-7: o CURB GAS� S GRANITE -- _ PV qCsl',EROGE CON...... ° of �6 CHIN HE��. °, i GAS 5 �cAs s ROPD \ ✓I GAS WILUSTOr= STAL AND l= 5 GAS NE MONUMENt G BUSINF.551-�_' t.NE TELEPHO 5 W — ECTORY SIGN 3 cAS - p�1NCPtE TEEEPHO �E GAS cas f_ w T_ - 'I'" 2 _��C� —T OF 66 WDE P.GNT OF WAY W � _ - _ —pPPROyIMATE FDG W � ' P LAN EROSION CONTROL SCALE: 1 "=20' 0 20' 40' "'X4 wITG Elif'"1E FABRI'._ / STo1F n 7 � r'ri��frk-rsi �7 SYMBOL TO SC.AI E m L �p pgp� gH LL NCpOENSpTTRUpCTTpI�ONN SPECIFICATIONS I. MMUA77YT FFBppE FpRUSCcEOFFCFORASHCCORryrTV��TNpEUUR I0 AAPppPLLLILLCA7T10%SS�.IN4IINNG SIZE OF 40-85. BURLAP 2' gNTEpEDEOrB4T�EEY 7RLLLWA 1BLELOOVERIRPPE 016 T[ EEIllNNATEAJOINTS. IF JOINTS ARE 3. WITHEA MAITtJIMUAfA LAYIEBEF SJANDARD 2''. 4'fJWOOD S5077RKKEEEOUIVALENT METAL 4.MEppSggHppEIIBEgH�INgDLLS7HgEE �EBTEEpRUEFHBRICMMF�Or4R��S1UgP�P�O�RyT�. ocNWpI1'NH�RITHE AUSENOFU MIRE I 5. SHAZzLLC B.IE ySECpUpREFLYMMFEASgT�EpQLELb gY614 THE STAKES 11NOU FRAM BRCKFILLED. IT 6'AABRIKC FOR0%, FL OW STABILITYCOMPLETED AROUND THE CREST OF THE 7•MAXIMUM DRAINAGE AREA I ACRE ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC FILTER FABRIC ORIGINALLY DEVELOPED BY USDA-NRCS DROP INLET VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROTECTION NOTES: REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR MARCH 7. 2008 WHF. EROSION PREVENTION & SEDIMENT CONTROL -2006- "FROM REVISIONS _ THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL GUIDANCE, NUARYT3;-200g WHF THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 653 FOR INLET PROTECTION DEVICE, TYPE I wovEN w RE FENCE SYMBOL SYMBOL SILT _,. 'MIN �� SEE NOTE '3 FOR POST SPACING I� ENCET- WOVEN WIRE 'M N NOT TO SCALE NOT TO SCALE MOUNTAOLE EXISTING EXISTINENDG pROF ICE tE / IOPTIONALI �F,�I, MIN CLOTH FIL�� L W a y a y W W W EMBED 6'MIN EXISTING IF I�rL�rER CLOTH ,�_ FLOWJ rILOW W y EXISTING 12'MINFAVEMENT AND POST. FLOW — PLAN. VIEW 1 EM�FI�LTE�- gg77 NIJ6fi gg��ZZEE CONSTRUCTION SPECIFICATIONS POST DETAIL 1'EpUIVALENT, USE 1-4' STONE. RECLAIMED OR RECYCLED CONCRETE CONSTRUCTION SPECIFICATIONS L NTH Np �ESg HpN 5p 1, EaCyFFINV W1cpFFy�R €0 C�R FTEgNECFpppt ET�ArFUR�RLE uYHAff A10C00'N`5jQp P7F7a�F 2'SENMININIUMT LENGTHT APPLIESI!EXCEPT ON A SINGLE RESIDENCE LOT WHERE A FFTgOREEMRM ANCCTLL�opOPENIN[1�LLH ggWEEOVER WIRE SHALL a !I MIN. I4 GAUGED ITH A 6' 3. THICKNESS- MNOT LESS gUTHAN 778'.E55 �HIE F11LL p 2 ObL APPROVED EOUIVRLENT EITHER FILTER X, MIRAF1100X, STABILINKA T140N 4'MHERE INGRESS• OR "EGRESS OOCCURS. TF N ITF SINGLE ��, � ITINTS Ep CEy yE/HEgryp IE(�8 qE & 4L5 / peg7MAX g pC $F�p�L N�7 S.GFIONEXTILy/E MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 3.QSPH�HHNOWHENIRELONGATIOH�ISI<50%APOSTES�PACINGP SH�RL��L NOT EXCEED SSTUU EE T�pp�TEgE C5 L I �([ C 6• �� E ITMPRA RL, R &NTR LEP R H 1 L M DBE yF�gL EFq ��Ep 7g pg EF T gp CgIEICq LgyELy Fp gTg t y j � s g�pp� � I4�pRO �Ng��II7CON 4.W NTIES �SPALED Tt��ROTZ4�RTA TOPE' VIDE MI 6%TIOON.ESEP WIfiEW�EHCEIRE 7. pMyjtlp(C��I�J77TggE�pppppl�CdC��ppryryyy��TF�pp�ALJ,IN(gT��RDrp]M�EpEN FH �LL gOF glHrTpjLJEp jNHA OR RACKED ONTO y E/J SEC I N PU6HLIC RIG T5=0E-WRY Ml15TT BSEPIRIN�G By�R E01FA(T�UjIJJNA'Yp�r�IJN pp�p g pB LIZE� S. OVppER-ELNTR$ECCOEE B55 06LLSAg%FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE IB 9 CE AgHINO IS OR'p'4P&%RI1NSHfiLLME B& O% 0%C SEOIMENTTTRIAPPING 16. SEAIMENTNREACHESLHpLFPOFFFASRPC AS ,NEEDED AND MATERIAL REMOVED WHEN 9.H000RUINE?NTOEPERMNT AREOU Al SNIIJTIONTENANCE SHALL BE PROVIDED ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC ORIGINALLY DEVELOPED BY USDA-NRCS SILT FENCE - - - -- VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC STABILIZED --.-.— _ ORIGINALLY DEVELOPED BY USDA NRCS CONSTRUCTION NOTES VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION ENTRANCE REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM NOTES: THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR GUIDANCE. EV1510N5 EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM REVISIONS ARCH 21 2008 WH THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL ARCH 24. 2008 WH THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ECEMBER 11 2008 WH GUIDANCE. ANUARY 13. 2009 WHF SECTION 649 AND AS SHOWN IN THE PLANS FOR GEOTEXTILE JANUARY 13 2009 WHF THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH FOR SILT FENCE. SECTION 653 FOR VEHICLE TRACKING PAD. NOTE: DETAILS ON THIS SHEET COPIED FROM THE VERMONT AGENCY OF TRANSPORTATION (VTRANS) WEBPAGE. TAMP 'OIL 1"MIN SYMBOL IN FIRMLY STAPLE LL STFPI E - JUTE MESA FASI�NOCOggNTAOLEMA1 TnIG STgFLE 0 TAIL DPI 1 1FFIMLN81 FOLO 3) r• L _ STAPLES S�- ` -- TAPLES - - JUTE ME`:H EXCELSIOR BLANKET EROSION COJR01 MATTING -- OET�A 2 JUNr TION SLOT - - TAMP SOIL iJ- L"" _. TAMP �SOIL 4" MIN e' 1T SIAELE EXCELSIOHJuTEILLANKET U-TAF E JUTE MESH EROSION CONTROL MATTING EROSION CONTROL MATTING ERO`.;ION CONTROL MATTING EXCELSIOR BLANKET SHALL QETAIL 3 AN`1A0R�LOT DETAIL 4 CHECKSLQT BE BUTTED TOGETHER DETAIL 5 LAP JOT CONSTRUCTION SPECIFICATIONS 1. EROSION MATTING, CHECK SLOTS, SHALL BE SPACED IN DITCH CHANNEL SO THAT ONE OCCURS WITHIN EACH 50' ON SLOPES OF MORE THAN 4% AND LESS THAN 6%. ON SLOPES OF 6% OR MORE, THEY SHALL BE SPACED SO THAT ONE OCCURS WITHIN EACH 25'. 2. APPLY FERTILIZER, LIME SEED PRIOR TO PLACING MATTING. 3. STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPROXIMATELY 2' APART AND IN ROWS APPROXIMATELY 3' APART. APPROXIMATELY 175 STAPLES ARE REQUIRED PER 4'X225' ROLL OF MATERIAL AND 125 STAPLES ARE REQUIRED PER 4'X150' ROLL OF MATERIAL. 4. DISTURBED AREAS SHALL BE SMOOTHLY GRADED. EROSION CONTROL MATERIAL SHALL BE PLACED LOOSELY OVER GROUND SURFACE. DO NOT STRETCH. 5.ALL TERMINAL ENDS AND TRANSVERSE LAPS SHALL BE STAPLED AT APPROXIMATELY 12' INTERVALS. ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE OEC ROLLED EROSION ORIGINALLY DEVELOPED BY USDA-NRCS CONTROL PRODUCT VERMONT DEPARTMENT OF ENVIRONMENTAL (RECP) DITCH NO S;CONSERVATION[ REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM w THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL B. GUIDANCE. THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH SECTION AT AND AS SHOWN IN THE PLANS FOR TEMPORARY EROSION MATTING. StantW Consulting Services Irrw 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 W'n..kantee— rW,,�, 11� LonttmW, holl verify and Ee roeponeiae for o11 dimens'anx 00 NOT ecoM one drawn' -any errors or omieelone eholl 1,e reported to Stonlec without deloy. The Cop,69h to all designs and drawings ore the propel, of Stantec. Repraducow or tt for FIT,pu,XBe other Than that o hodred by Stontec W forhidden. Consultant � STABILIZED CONSTRUCTION ENTRANCE: TEMPORARY SILT FENCE: INLET PROTECTION: ROLLED EROSION CONTROL PRODUCT: males 1. THE SITE RISK EVALUATION FOR THIS PROJECT HAS CATEGORIZED THE CONSTRUCTION ACTIVITY AS LOW RISK UNDER VERMONT'S CONSTRUCTION GENERAL PERMIT (CGP) REVIEW. 2. ALL TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL SHALL BE PERFORMED AS DEPICTED ON THE EROSION CONTROL PLAN AND DETAILS, CONTRACT SPECIFICATIONS, AND AS PRESENTED IN THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL DATED AUGUST 2006 AS PREPARED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION, WATERSHED MANAGEMENT DIVISION, STORMWATER PROGRAM. 3. ALL WORK ASSOCIATED WITH THE IMPLEMENTATION OF THE TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE PAID FOR UNDER THE LUMP SUM BID TEEM #2, TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL. 1 RE -ISSUED WITH REVISIONS AS NOTED DON JBL 13.06.07 ISSUBC By ADpd. YY.MMAD File Nome: 13-Erosion Detads.dr,g DOH JBL NC 13.05.03 Dr. Chkd. Dag.. YY.MM.DD PemlMSeel OF y f 74YT f CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vemwnt EROSION CONTROL PLAN AND DETAILS Project No. Sale 195310775 NONE Drawing No. Shad Remsmon C10 12 of 14 0 y D„ J 4` -b' r,Or!CREFF C11; " MM,O LOUVRE ROUND THE I [ j TOP SMOOTH - " 4' X S" TOICT' -- 6" HEAVY 061 Y STEEL 7(L 11 SLOPE CONCPc7E SIUE'NAI V- PIPE DOLLARD. Fb-LLD j WITH C.ONCRLTE 1 ' EL 332 00 (HP) LINT, UP FACE OF BOLLARD WITH FQGE OF MASONRY OPENING, IYPICAI I FINISHED FLOOR INSIDE !; SEPIAGE FACILI,Y-- I s'- q" - MACERATOR ROSeE•d r `\ -1 I IYPIGAL AT I INTLPI(IR - a ' S r, - II COLLARD.°- 1 m ,I -r'H DOOR EL. 331.65-t AT OH DOOR r ~/ lNSTAiI 1/2" JOINT FLOOR DRAIN �I rc FILLER AROUND DOLLARD- I u) !I jF`16A'I- 6',WIDF CONCRETE CURD i+r 11 -- ---- TYPINTEICAL OF L 1 CONCRETE na - 3LE DETAIL OA , :f ( I , FLOOR SIN I_ 18"a� EL 331.15 7, �o f7 = ''._'"p �I NOTEINSTALL HUPk SAFETYE(IOW B01LARD I Nt_ LOUVRE UVRF- COVER Y WITH MATCHING CAP ON EACH 801 LARD. 0 _4r 9I L TYPICAL INTERIOR QOI LARD �� TO SCALE 2' PLAN SEWAGE RECEIVING STATION CMU VIAL! RICIO NJOIA11ON SEE LINTf, SCHFUUI t - " i'� isy �/, '-f- - - ' � '`- IBOVL -- �Ir115H__ FLOOR �f1CV WCFP (LOLLS AI 7' 0" UC, GYP i ( N I LOU LL _� 1 ".( CAI„ KING ALL ABOVE F INISIi_ED FLOOR eELEV 17' Y' -- SIDES, TYP STECL DOOR Hf AO .1 I 11 Y;At'= VIA( L 1 - PAINTED 1w.3 TRIM, F'AINTFO DOOR OVERHEAD DOOR HEAD N, HEAD N4 RI(,1D INSULAT,GN CMII WALL HR,i'K „GC?- CAULKING ALL t, SIDES, TYP 2" STEEL JAMB WIT. ,v MASONRY ANCI-ORS, GROUT FILLED, PAINIED, ' TYP BRIO, JAMB LOUH �I I II ICI - WAL, I.1FIAI ,,:.'lILD I. C01"CRETE SIAH I UI I V,IOT� OI- / AND FOUNDATION .;ANh IN Mn571; 1 HID vl FINISHED fl (11N ILA(., _- - __ - SILL_ s1 r DETAIL _ EXTERIOR DOOR UFTAILS A /T- SCALE. I 1r.3 TRIM. PAINrED JAMB UZ (.UNI.Rf IL InID PI 2 � 6 HOI ILO x" nIA EXPAN`--,ION HOL r;, i ,T „ DOOR IRACK ;j BEYONU I I CMLI WALL JAMB HLOCK P' /R6 ROI TED 1U WALI CONCRET SIDEWAL lT r IE -SEE SIRUCT DWGS FOR TOM EL (TYP ) FINIS'iFD FINISHLO GRADE GRADE-- - CONCRETE FOOTING AND rFOUNDAP N WALL. f J{T ' I aEE STREET CONCRETE FOOTING AND DEL WGS FOR -- I I:- FOUNDATON WALL `1 3 ELEVATION NORTH FACE SCALE: 3/i6"=1'-0" ELEVATION F7,Sr FACE _- SCALE. 1/16"=1'-O` --�" GRA`/FL SIDE wrvcnnit " "" ."vu -- MACERATOR PIT FOUNDATION WALL I I� 1 L- ELEVATION WEST FACE 5 SCALE' 3/1b"=1'-O" SiefltaC l'Ail3llllln93.',:VIrkS,(fC, 5b Gre.� M,, nI,n Dir- _ IXTURE SDuih Lr USA 05403 Tcl 6(i2 bG4 0i23 1., 30[,864 (0" - - Mery :1","t—n, Stantec Cogynghl Reserved T". ConVactaY enrol vrnf, enn m rvssp "'N. Ic, efi arn"rmons 0u - SEE STP, T- NOT scale o-,< maws - 4 DWGS F EL, Mans' "V way' , ino,K inaif orn9.� a:Mm trr ti�i oM gran ConsuYanls � - - _ Legend - GRAVEL STOP LIGHT FIXTURL r -BRICK FACADE SEE .,TRUCT. DWGS FINISHED II l— FOR CIL SEE SfkUCt - - CONCRETE FOLIIINC AND DWGS FOR Cl 1 �� FOUNCIATION WALI J/ - -1 L� ___L� - _ -..1-_ i+ _ f 6 ELEVATION SOUTH FACE _ -GRAVE, STOP OVIR-dAID rO PLAN -SEWAGE RECEIVING STATION ROOF DOOryR L SCALE` 3/16"=1'-0' I2 0 11 2. J VISION F.'V,EI � A Sll E-;;TLD _ LOCATONS 1 SIDEWALK O' 0" MO ` I I VSION PANEL -------- --- - AT SELECTED L - -- ---- - - a LOCATIONS 0 7 ELEVATION DOORS SCALE' '/4"=V-0" WGU, 'RIM . ',' ovr-RrILA DOOR: SCHEDULE {{ r FMH COLD f ✓' 0 DOOR -- FRAME - - — REMARKS ,,ONUf[ IL SLAH - --- rl(I,'D PAVNG I I AND 10., A IOr. NO SIZE (WANATH) MATERIAL FINISH ELEVATION LABEL MATERIAL FINISH DETAIL LABEL ,0 rONCREF I I 1 3-C"0-6" V4. INSULATED METAL PAIN 1 - STEEL PAINT I A/A100 - 1 ' J FINIr„iED I L,)GR__ - -- -- - - - f -- -- --- �E,CV 0' Ii 2 SEE ELEVATIONS OVERHEAR PAINT 2 - STEEL PAINT B/A200 I- --- ---- — FOR ROUGH OPENING INSULAIEO SILL FINISH SCHEDULE FLOOR WALLS CEILINGS REMKS ROOM- - --- - — - -------- --- ' -- -------- o DETAIL OVERHEAD DOOR OF A" S NAME NORTH EAST SOOT _WEST F`' 1 —. ,-- MATERIAL FINISH BASE ----------- — -- —"---` -- IIATEkIAIIF;NISH ilE1GHT - '\_i/ SCALE 1 1/Y -1'-0" _ ____ MAhTiIAL FINISH M_ATERiAI FINISH J MATERIAL FINISH-- -MATERIAL— -FINISH - — y .— �f -- -,--- _ MACERATOR CONCRETE IIARDNER CNU PAINT CMU PAINT CMU PAINT CMU PAINT MFTAI EPDXY PAIN-C -SEC SEALER DECK SPECIFICA DONS Notes Rimmion Ri APpd "U DD Issued DY ADca. ri NM DDDD F,M Noma 18a-1w OEv6wksa.R 1__Ii FRO NO 130�_0i Bw. Thy DDgn W YY 0D Pefmfl-Seal / � 0 Js;O nr ClienVPrgeq CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermom TILIe BUILDfNG PLAN,ELEVATIONS AND DETAILS Prgea No Scala 1953107-/5 1/4" = T-0" Graving No Sheet Revision �- A100 13 07 14 0 O \ \ O }S Ear 3" L X 2" W X 1/4" SYMMETRICAL - 45' NOTE ALL WATER PIPING, PROCESS PIPING, Alwt WASTE PIPING Z 316 SS PLATE, TYP OF 3 TYPICAL BOTH SIDES SHALL BE HEAT TRACED AND INSULATED SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS NOTE. CONTRACTOR SHALL SUBMIT � FABRICATION DRAWING FOR REVIEW •Lw`I /- PRIOR TO CONSTRUCTION R/ 2" W X 1/4" THICK (LENGTH VARIES) 316 SS PLATE WITH 3 - 3/8" 0 MOUNTING HOLES_7 ,0 28-1/4" L X 6" W X 1/4" 316 SS PLATE 1'-6" INSIDE FIELD DRILL HOLE TO ACCEPT STEM OF PALM 4" SCREWED COMPANION FLANGE WITH SKID MOUNTED SEWAGE RECEIVING STATION, SEE OPERATED SWITCH 4" THREADED NIPPLE AND MALE QUICK .CONTRACT SPECIFICATIONS FOR EQUIPMENT 8" CMU WALL CONNECT ADAPTER X FEMALE NPT D�S. ANCHOR SKID TO CONCRETE FLOOR 4" DI SEWAGE INFLUENT SLAB Y1ITH 316 SS ANCHORS 2" W X 1/4" THICK 316 SS PLATE WITH 3 - 3/8"0 1p 4" FLEXIBLE HOSE WITH INLET PRESSURE/VACUUM DISCHARGE Pl7MP B MOUNTING HOLES BEYOND QUICK CONNECT COUPLING GAUGE, SEE DETAIL, THIS 3" X 4" DI HOSE RETAINER PLATE AT EACH END, SEE DETAIL O DRAWING CRE�45ER A O 3" L X E, W % 1F 3 O THIS DRAWING U IN FRONT NOT SHOWN 316 SS PLATE, TYP OF 3 28-1/4" L X 6" W % 1/4" FOR CLARITY 316 SS PLATE _ I 1 OUTLET PRESSURE-�CG,,AUGE, �ll SEE DETAIL THIS DRAPNNG / r-1 —MOUNT PALM OPERATED COMPACT MOUNT SWITCH SO THE MACERITO 4" DI SEWAGE EFFLUENT / BODY SWITCH ON HOSE BRACKET WEIGHT OF THE HOSE SQUARE D MODEL C52R OR EQUAL TURNS THE PUMP OFF " PREWRE WASHER - - _ r - 1°"'" # __ _ 4" VENT THROUGH ROOF'-, / SUPPORT SWITCH AS NEEDED ) - - - - - SEE: NOTE NOTE THIS DRAWING �-� I FAIA FSEE OR DECH LAICAL DRAWINGS r.1 WATER SERVICE ENTRANCE, SEE" / \ ^/\_\\ _ 1 MECHANICAL DRAWINGS FOR DETAILS\ PALM OPERATED SWITCH ELEVATION PALM OPERATED SWITCH PLAN / / \ \ / i �' E1 DETAIL WALL MOUNTED HOSE BRACKET 3/4" HOSE BIBB WITH 3/4" RUBBER VACUUM SWITCH AND TRANSDUCER, B 1"' COPPER WATER SERVICE, SEE HOSE 50 LF AND WALL MOUNTED SEE NOTE, THIS DRAWING UTILITY PLANS FOR CONTINUATION ( ) \ 4" CLEAR FLEXIBLE PVC DISCHARGE BRACKET SEE MECHANICAL �1" COPPER NON -POTABLE FLUSHING \ HOSE WITH INTEGRAL RIGID SPIRAL DRAWINGS FOR DETAILS WATER, SEE MECHANICAL DRAWING I HELIX CAPABLE OF HANDLING A 1" COPPER NON -POTABLE FULL VACUUM (16 LF) -MACERATOR CONTROL PANEL, SEE WASHDOWN WATER ELECTRICAL DRAWINGS WALL MOUNTED ALUMINUM BRACKET \-6" SDR 35 PVC SANITARY SEWER, FOR FLEXIBLE HOSE STORAGE, SEE SEE UTILITY PLANS FOR CONTINUATION DETAIL, THIS DRAWING PROVIDE A 4"0 RUBBER PLUG �E PLAN WITH INTEGRAL HANDLE SEWAGE RECEIVING STATION 0 1' 2' 4' SCALE 1/2"=1'-O" CONNECTION TO AIRCRAFT LAVATORY CART K6D "ROUGH ROOF NICAL DRAWINGS 4" QUICK CONNECT COUPLING 4" VENT THROUGH ROOF S WITH HOSE SHANK CONNECT TQ SEE MECHANICAL DRAWINGS FLEXIBLE HOSE WITH 2 - SS FOR DETAILS EDUCER BAND CLAMPS (TYP BOTH ENDS) 6 X 4 DI REDUCER VACUUM SWITCH AND TRANSDUCER, 6" DI BLIND FLANGE THSR.CD CONNECTION, SEE NOTE NGE FOR CLEANOUT ACCESS ATTACH PLUG TO PIPE WITH ING FOR CLEANOUT ACCESS 4" DI 45' ELBOW UTLET PRESSURE GAUGE, 12' LONG t OF SS WIRE OUTLET PRESSURE GAUGE, INLET PRESSURE/VACUUM GAUGE, EE DETAIL THIS DRAWING CONNECTION TO ESEE DETAIL THIS DRAWING SEE DETAIL, THIS DRAWING " DI EFFLUENT PIPING MACERATOR INLET PIPING 4" DI 90' ELBOW, TYPICAL DETAIL4" SWING CHECK VALVE 4"SCREWED COMPANION FLANGE L. 335 16tFLEXIBLE PVC DISCHARGE HOSE 6 X 4 DI WYE WITH4"THREADEDNIPPLE AND3 X 4 DI MALE QUICK CONNECT ADAPTER INCR ER'1 �X FEMALE NPT 4" SWING CHECK VALVE 6 X 4 DI WYEPROCESS PIPING (SEWAGE) L 332 913t_EL 332.506" DI SEWAGE EFFLUENT _ _ 3 4" TAP WITH 3 4" S NIPPL jjiif�pr / / S E .TI4" FLEXIBLE HOSE WITH QUICK CONNECT IFFE - 332 00 9I 3/4" BRONZE ISOLATION VALVE AT HIGHPOINT " �"' '1--EL 331 25 _� EL 331.15 "Q< NOTE: PIPING TO BE 316 STAINLESS STEEL PROVIDE PIPE AND SUPPORT PROVIDE PIPE AND SUPPORT / AND THRUST RESTRAINT AS AND THRUST RESTRAINT AS ^/ NEEDED NEEDED U SKID MOUNTED SEWAGE RECEIVING STATION, SEE NOTE' MACERATOR NOT SHOWN CONTRACT SPECIFICATIONS FOR EQUIPMENT 'I FOR CLARITY LIQUID FILLED PRESSURE GAUGE DISCHARGE TO NEW SANITARY OR LIQUID FILLED PRESSURE - SEWER MANHOLE, SEE UTILITY DETAILS ANCHOR SKID TO CONCRETE FLOOR VACUUM GAUGE PLAN AND PROFILES j EL 32611 SLAB WITH 316 SS ANCHORS DISCHARGE TO NEW SANITARY SEWER MANHOLE, SEE UTILITY DIAPHRAGM SEAL PLAN AND PROFILES REDUCER, 3/4" X GAUGE INLET INV EL 326,11 PRESSURE GAUGES PRESSURE GAUGES SHALL BE US GAUGE MODEL 1981, SOLFRUNT 4-1/2" OR EQUAL PRESSURE GAUGES SHALL BE PROVIDED WITH. A ELEVATION HOOKING WESTACERATOR B ELEVATION HOOKING NORTH PIT 4-1/2" DIAMETER DIAL 3/16" SS 1/2" NPT CONNECTION, MATCH DIAPHRAGM SEALS SCALE 3/16"=1'-0" SCALE 3/16"=1'-0" LIQUID FILLED PRESSURE RANGE OF 0 - 30 PSI VA M WITH AND TRAM D R NOT INSTALL VACUUM SWITCH AND VACUUM PRESSURE WASHER NOTE: CONTRACTOR SHALL PROVIDE ONE, COLD WATER, PR SSUR NA M A S ELECTRIC DIRECT DRIVE PRESSURE WASHER FOR USE BY BN STAFF IN THE EVENT PRESSURE/VACUUM GAUGES TO BE ASHCROFT MODEL 1008 OR EQUAL PRESSURE/VACCUUM TRANSDUCER WITH DIAPHRAGM/PISTON TYPE SENSOR INSTALL PROCESS SHALL BE PROVIDED WITH' CONNECTION FROM SENSOR TO MACERATOR INLET PIPING WITH J4" COPPER TUBING, OF A SEWAGE SPILL DURING TRANSFER OPERATIONS. THE ELECTRIC PRESSURE 14" X %" REDUCER. %' BRASS ISOLATION VALVE, AND t/i' 316 SS NIPPLE TAPPED WASHER SHALL BE CAPABLE OF DELIVERING COLD WATER AT A MINIMUM FLOWRATE 4-1/2" DIAMETER DIAL OF 20 GPM AT 1,000 PSI PUMP SHALL CONSIST OF A DIRECT DRIVE TRIPLEX 3/16"" SS 1/2" NPT CONNECTION, MATCH DIAPHRAGM SEALS INTO PROCESS PIPING VACUUM SWITCH AND VACUUM TRANSDUCER SHALL BE ASCO PISTON AR OR GENERAL PUMP WITH CERAMIC PLUNGERS, STAINLESS -STEEL AND LIQUID FILLED S SERIES VACUUM SWITCH WITH VACUUM TRANSDUCER MODEL SA31D/N34A21 OR BRASS UNLOADER WITH ADJUSTABLE PRESSURE, FORGED BRASS MANIFOLD, PRESSURE RANGE OF 0 - 30 IN PSI, VACUUM RANGE OF 0 - 30 IN Hg EQUAL ADJUSTABLE OPERATING RANGE 0 - 30 INCHES HG CONTRACTOR SHALL THERMAL AND SAFETY RELIEF VALVES, IN -LINE WATER STRAINER, AND ADJUSTABLE COORDINATE VACUUM SWITCH ELECTRICAL RATING WITH SEWAGE RECEIVING STATION LOW PRESSURE DETERGENT INJECTION. MOTOR SHALL BE A 1.5 HP TOTALLY DAPH A M A EQUIPMENT CONTROL PANEL DURING SHOP DRAWING REVIEW ENCLOSED FAN -COOLED ELECTRIC MOTOR, 120 VOLT, 10. 15 AMP, WITH 35-FOOT DIAPHRAGM SEALS SHALL BE U S GAUGE MODEL T SERIES OR EQUAL WITH MOLDED TFE POWER CORD, GFCI, AND NEMA 5-15P PLUG. FRAME SHALL CONSIST OF 1' TEFLON DIAPHRAGM AND FLUSHING CONNECTION POWDER COATED STEEL TUBE HANDLES, SOLID STEEL AXLE, PNEUMATIC TIRES AND DETAIL DUAL RUBBER ISOLATORS FURNISH WITH VARIABLE LOW/HIGH PRESSURE NOZZLE PRESSURE GAUGE AND PIPING AND 50' X 3/8" HOSE WITH QUICK CONNECTS THE PRESSURE WASHER SHALL BE A MODEL JP-1002-2ME1 AS MANUFACTURED BY MI-T-M CORPORATION OR EQUAL SCALE NONE 1 Slantec Consulting Services Inc 55 Green Mountain Dnve South Burhnglon VT USA 05403 Tel 802 864 0223 Fax 802 8110111 --- — www slontec coin Copyright Reserved The Cwwt,.d.r :hall venfy whd h. m.po W, ro..1I mm.ws"w. Do NDT .cnle me drpwmg - on, I'll"r om..� :hml h. ,epwrted I. St. IU.� .:th.t d.toy The Copyrights to all d-gn..nd drawings are the properly of St.nl. Reprod-b,. " ... roow r y purpo:. "1- th- that w.1h. .d by Smwt,� �� m,mdd.n Consultants Legend Notes ReWsio 1 my Appd W MM DD 1 RE -ISSUED WRH RENSIONS AS NOTED DDH JBL 130607 Issued By Appd y MM DD File Name I9-PROCESS-r.co"erdwg DOH DMC pvc 130503 Dww Md D.yw yY MM DD PwrttilSwl • ChentRlged CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont Tine PROCESS PLAN AND DETAILS Project NO Scale 19531O 75 AS NOTED Drawing NO Sheol RaWSXXI P1 14 or 14 0 l BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON, VERMONT AIRCRAFT SEWAGE RECEIVING STATION FAA AIP PROJECT N0. 3-05-0005-XX-2013 PROJECT DESCRIPTION: CONSTRUCTION OF AN ENCLOSED FACILITY FOR THE TRANSFER AND DISPOSAL OF SEWAGE FROM AIRCRAFT VIA LAVATORY CARTS USED BY THE AIRLINES. THE FACILITY INCLUDES SANITARY SEWER AND FLOOR DRAIN PIPING WITH MANHOLE AND OIL/WATER SEPARATOR, WATER SERVICE INSTALLED VIA DIRECTIONAL DRILLING AND CONVENTIONAL TRENCHING METHODS, AND OTHER UTILITIES INCLUDING GAS, TELEPHONE, AND ELECTRICAL SERVICES. ANCILLARY CONSTRUCTION INCLUDES A CONCRETE PAD FOR A TRASH COMPACTOR AND RECYCLE MATERIAL DUMPSTER WITH CHAIN LINK FENCE AND SLAT SCREENING. SITE WORK INCLUDES BITUMINOUS PAVEMENT RECONSTRUCTION. LANDSCAPING INCLUDES REHABILITATION OF AN EXISTING CEDAR HEDGE, NEW TREES, AND ORNAMENTAL FENCE. ISSUED FOR PERMIT APRIL 1, 2013 APRIL 2013 Project Number: 195310775 INDEX OF SHEETS SHEET NO. DWG. NO. TITLE 1 COVER SHEET 2 Cl OVERALL AIRPORT PROPERTY AND SITE LOCATION MAP 3 PP1 SITE PLAN 4 L1 LANDSCAPE PLAN 5 A100 BUILDING PLAN AND ELEVATIONS 6 ECD1 FENCE AND EROSION CONTROL DETAILS { BURLINGTON - I .' Pau(, .7 F' � '•, , au ,5v .: It ATIO AIR .. �,. PROJECT LOCATION Ihr .4j p`rJO \ �1 South x' 'k� '0 .. . Burlingtyf~ ;I ' N j VICINITY MAP NOT TO SCALE RECEIVED MAR 2973 City of So. Bur!ir t FEDERAL AVIATION ADMINISTRATION APPROVED MANAGER. AIRPORTS ENGNEERNG AND SAFETY BRANCH DATE BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON, VT APPROVED DATE APPROVED DATE APPROVED DATE STANTEC CONSULTING SERVICES NC. CERTFIES THAT THE PLANS AND SPECIFICATIONS FOR THE PROJECT WERE PREPARED IN ACCDRDANCE WITH THE CMERIA CONTANED IN THE CURRENT EDITION OF FEOERALAVNTION ADMINISTRATIONADVI YORCULPRS. (LISTOF ORCULARS DATED JULY N,]IXISJ APPROVED PROJECTMANAG DATE El VERMONT ARMY NATIONAL GUARD AVIATION FACILITY PROJECT LOCATION AIRPORT ZONING DISTRICT *N 0 500' 1000' AIRPORT BOUNDARY AIRPORT VERMONT INDUSTRIAL NATIONAL GUAR ZONE `0 \\NG,PORT INDUSTRIAL DISTRICT 1 APPROXIMATE ZONING BOUNDARY -DING, #7 TH *NGAII NEW _$El RE�CEW STATION ac 1 VALLEY L it WEST L __j APRON / MIXED INDUSTRIAL APPROXIMATE ZONING BOUNDARY COMMERCIAL ZONING I EAGLE DRIVEN - --DISTRICT CLASS 11 WETLAND CLASS 11 WETLAND -4— MIXED Y COMMERCIAL 4G j3 �COMMERCIAL D NUETRIA DISTRICT I)I ' NG DISTFRCjf \/ t� O%ll _0+ shmAw cmmAm Serilm Inc 55 Green Mountoin Dnve South Burlington VT USA 05403 Tel 802 864 0223 802 864 0165 __mt. — TM C.Mt., h.l fy be responsible all dimensions D NOT ,cote . 4 - drawing 11 tK reported to St.nt.c without delay The C.pynghb W all d-9,, and d,,,,g, ore the Property V St,nt,, R p.dud for ,y pm other than that .th . .. d by , swt'c a f.rn,dd combillb Lw(I I I= — RECEIVED MAR 2 9 1"Y-.� City of So. Budingtor Refton By Appd n MM DO Wried By Appd nMMDD P1, N 02—Lkpl,nd,g DDH JBL STN 130401 D Chkd D,gn Y MMDD Peffnk-W CITY OF BURUNGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vwmord OVERALL AIRPORT PROPERTY AND SITE LOCATION MAP PmIW No. salk 19531OT75 1--5W _5Wng No, ShIld RrA ion c 1 2 ot 6 0 Stange Rabolhing Station Site Plan Data W Drksheet 3/20/2013 \ Jon Leinwohl owrrr of Record and Applicant ._ City ofBur' ;ngto,,V mont Burlington riternational Airport 12W At p rt D 've, al sm,u a rhngton, yr osdo3 Zonall ph[riI Airport Industrial "rl I I II_ 12T -To D o-- —o o—D o—o o—o 330.93 331.06 1' 35 EDGE OF NEW PAVEMENT YY - Shgttgc Consul&& Services Inc 55 Green Mountain Dnve South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fox. 802.864.0165 \time www.slanlec.com Sha SuhdHhion: N-sul dhrision is associated with thk MATCH EXISTING GRADE, TYP The Contractor anon xenfy and x responable for on dimensions DO Hot . the tlrarmg any errors or om as ona snoo W reportetl to Use: Sewage ReceMng station (Akport Use) INSTALL NEW TEMPORARY 8' HIGH CHAIN -- - -- sOT . w,mout orlon. mopyi e Cght, to all designs and —inge ore the property of LINK PERIMETER SECURITY FENCE WITH stontec. Reproduction or use for any purpose other than that Sellarb: Front yard so' 3-STRAND BARBED WIRE AT TOP. REMOVE k oulnodzed 8lanitt is fo,bitltlen. M Side Yard fx1511NG PAVED AIRCRAFT RAMP -- SAME AT COMPLETION OF ALL WORK al Rear Yard 40'I Goreuliallla E NEW ELECTRICAL SERVICE LINE EXISTING laoo GAL OIL -WATER SEPARATOR Cl—. S EXISTING 6" SDR 28 PVC SEWER �' /EXI5TING __ S o S ELECTRICAL / MANHOLE STD - tat AEN: Minmum ANowabM Sf Acros SF Aalea 130,6e0 3 41,033,520 942 iroMratd Area: I.at Mac ulow.w. Parcarttage I+wtaad SF N SF euNdin 30% Unknown Unknown 640 Unknown ml 6uilMn AP1king&Other __ 50% Unknown Unkrawn NO Change fr�sall Eaustirg im Front Yards 30% Unknown Unknown No Chan in Cowra e TY Exlsrinc I1QE TRANSFORMER PAD GATE as I CONTROLs i. Legend AIRFIELD PERIMETER SECURITY CHAIN \. / \ �a T � +331.4 � INK FENCE NATURAL GAS LINE LLoop FROM EZIsrINc °cc SANITARY SEWER LINE TRENCH DRAIN STOR DRAIN LINE UNDERGROUND ELECTRIC LINE ---ucr----- UNDERGROUND TELEPHONE LINE ' PAINTED TRAFFIC ARROW 331.0 w - -.--- WATER LINE GATE a6 TYPICAL of z i * OR coNTftoLs I, NEW 24' X 30' CONIFEROUS OR DECIDUOUS TREE CONCRETE PAD 6° DUPJ LE SHRUB -The proposed Sewage Receiving Station ka relootbn of the existing aircraft sewage disposal operation. The © STEEL BOLLARD, WHITE MINTED TYP. OF 15 COMPACTOR LINE, ICAL � EXISTING FIRE HYDRANT existing and proposed facilities are located on Me airfield side of the secvrhy fence. There is no employee or RECYCLE w 4 public parking associated with this operation. All employees presently park in a dedicated employee lot loured HYDRAULIC � DUMPSTER °w EXISTING SIGN no Minimum Raqufrtd: •proposed I Space.lper 'Exbting Additional Space Emplo ee Parking, r ADA ReII ADA NA NA 0 0 PLANTING SPECIFICATIONS I PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMM155ION OF OF HORTICULTURE NOMENCLATURE PROVIDE STOCK TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED 2. COMPLY WITH SIZING AND GRADING 5TANDARD5 OF THE LATEST EDITION OF "AMERICAN 5TANDARD5 FOR NURSERY STOCK - 3 ALL PLANTS SHALL BE NURSERY GROWN 4 PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY, WITH NORMAL, DENSELY DEVELOPED BKANCHE5 AND VIGOROUS, FIBROUS ROOT SYSTEM 5 PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS. FREE FROM DEFECTS. D15F1GUKING, II 5UN5CALD INJUKItS. I'KO51 CKACK5, ABKA51ON5 10 IHt BARK. CROOKED LEADERS, PRUNING WOUNDS GREATER THAN I INCH IN DIAMETER, INSECTS AND DISEASES- G EVERGREEN TREES SHALL BE BRANCHED TO THE GROUND 7 PROVIDE ONLY FRESHLY DUG PLANTS 8 DO NOT PRUNE PLANTS BEFORE DELIVERY 9 ALL PLANTS SHALL BE LARGER THAN THE MINIMUM 51ZE SPECIFIED 50% OF THE PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED 10 PLACE PROTECTIVE COVERING OVER PLANTS TRANSPORTED IN OPEN VEHICLES TO PROTECT FROM WINDBURN I I BALLED AND BURLAPPED PLANTS, PROVIDE FIRM, NATURAL BALLS OF EARTH CRACKED OR MUSHROOM -SHAPED BALL5 ARE UNACCEPTABLE. 12 CONTAINER -GROWN STOCK PLANTS SHALL HAVE BEEN GROWN IN CONTAINER FOR SUFFICIENT LENGTH OF TIME FOR THE ROOT SYSTEM TO HAVE DEVELOPED TO HOLD ITS 501L TOGETHER, FIRM AND WHOLE PLANTS SHALL NEITHER BE L005F IN THEIR CONTAINER NOR POT BOUND 13 SHRUBS AND SMALL PLANTS SHALL MEET THE REQUIREMENTS FOR SPREAD AND HEIGHT INDICATED IN THE PLANT L15T SINGLE STEMMED OR THIN PLANTS WILL NOT BE ACCEPTED 14 TIME OF PLANTING - APRIL 1 5TH TO OCTOBER 15TH. 15 BEFORE STARTING WORK, REPORT ANY DEFECTS ON THE SITE SUCH AS INCORRECT GRADING, TO THE LANDSCAPE ARCHITECT COMMENCEMENT OF WORK BY THE CONTRACTOR SHALL INDICATE H15 ACCEPTANCE OF THE AREAS TO BE PLANTED AND HE SHALL ASSUME FULL RESPONSIBILITY FOR THE WORK OF PLANTING I G LOCATE PLANTS INDICATED ON THE PLAN IN THE FIELD IF OB5TRUCTON5 ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, DO NOT PROCEED WITH PLANTING OPERATIONS UNTIL THE LANDSCAPE ARCHITECT HAS SELECTED ALTERNATE PLANT LOCATIONS 17 CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO INSPECT ALL PLANT MATERIAL ON 51TE TO REVIEW QUALITY, 51ZE AND VARIETY BEFORE PLANTING PROCEEDS 18 PLANT SUBSTITUTIONS WILL BE PERMITTED IF AUTHORIZED BY THE LANDSCAPE ARCHITECT t THE CITY OF SOUTH BURLINGTON AKOK15T 19 IF PLANTS CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY, PROI FCT VOL H 5011, WET PEAT M055 BARK MULCH OR IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT 20 STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT 2 1. ALL WORK TO BE IN ACCORDANCE WITH AMERICAN A550CIATION OF NURSERYMEN STANDARDS FOR MATERIALS, INSTALLATION AND MAINTENANCE 22 DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL 23 SET PLANTS GENTLY IN PIT 50 TRUNKS ARE STRAIGHT 2-1. PLACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED WATER THOKOUGLY FILL REMAINDER OF HOLE BUILD 4 IN- SAUCER EDGE BEYOND EXCAVATION WATER THOROUGLY AGAIN. 25 DRIVE HARDWOOD STAKES 1' BEYOND EXCAVATION, TIE ARBORTIE STAKING MATERIAL TO STAKES AND WRAP OVER TOP OF ROOT BALL WITH ONE TWIST AROUND TREE TRUNK 2G MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING 27 SATURATE INSTALLED PLANTS WITH WATER DURING MAINTFNACF PERIOD AS OFTEN AS NECESSARY TO INSURE PROPER 501L MOISTURE 28 PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR 29 MAINTAIN NEW PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES, PRUNING, WATERING, WEEDING, MULCHING RESETTING TO FINISH GRADE AND VERTICAL POSITION, RE5TORING PLANT SAUCERS 30 CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER AND SEASON PERMIT 31 REMOVE AND IMMEDIATELY REPLACE ALL PLANTS DETERMINED BY THE LANDSCAPE ARCHITECT TO BE UNSATISFACTORY DURING THE INITIAL PLANTING INSTALLATION 32 NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL_ COMPLETION WHEN INSPECTION 15 APPROVED, THE OWNER'S REPRESENTATIVE WILL CONFIRM WITH WRITTEN ACCEPTANCE 33 THE CONTRACTOR 15 RESPONSIBLE TO GUARANTEE ALL PLANT MATERIAL TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YFARS FROM THE DATE OF WRITTEN ACCEPTANCE 34 REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES 35 CONTRACTOR SHALL REPLACE FAILED OR UNSATISFACTORY PLANTS AT NO C05T TO THE OWNER EXITING Fr`r'I S FOFMEP PAU to®4 EXISTING V:.PMCNT CAS METER G AG WATER ML,LI. NSII" 9UIl0�NGO t� W� o GATE Its I __ LG) Fy,ST'v; GATT SENSR u;,[ ._____.,✓ LOCI TT: Gr 2 1' uATE N6 _ON INOLi ` m`11 I 1-F Ex Aircraft Te-dcwn A -ea A Ex. SECUnCYr FEnring �-~ � II I �J New WacerlClll m 5eparato Ir __-- Ex Waved ParLlnq I! �' II / a New Sewage Recewma I ' 5tatlon y m UGE ljGE -T-- o I O / Ex Lawn _ o to remam Ex Dumpstcr r � J �/ Enclosure / I i Fx 3eu;rrty Fencing " JCiZ / " S' to a � � to be Removed yv 1310 Ex Elec J I Fx 8"diemTranSforrer Box Elder Legend r i Ex Ex,5tmg r Conc Concrete Z Tel. Telephone Q New Deciduous Shrub E, - , y Exi5tmcg Tree to remain - m Ex15tmg Tree to be removed `L`lew i I - Conc Pad 1. 4 ill = Lx 5ecunty —\ - `'ua new 4 Y fit fence ° +/ G. H Ex Sec unty Fenc ng to be Renioved mon-C Rcplxe w/4' ht M9 q-9c, 2" mesh 7honC—�' :tee' cnam link - closed loops on top - k/2 �/2• den erd po=-ts, Th—B� 2' J." Irne posts, 1 -5/8' ton rail, acorn caps, Th—A po.v jer coated black color hni5h Ex Gravel u1 Parking Area ThtmA marTufa,_tured bY, Mercl--ts Metals Westfield MA (3 to remain q�JI T1gn-B-� nww merchantzmetal5 corn or approved equal - ' Th TMnB 7Lypr-C t.. 18 n Poplar Tha -� Thm-A t o h1 removed tvT'3 Thor-G 1 k L1ilsnnG ua" I to remam LECTRICAIC)y w _ NG GHPNITL GNHB - _GAS WTI— �� l:A 12Wn ET15T=- GAS � � c xC a ncp Begri new d rt fit fence — Ex 5ecurty Fencing to be Removed Ex Cedar erect ?' f N�usT __.- W`• � �n&$ox Elders To w11.'`''��_�_ Removr, all Be. Elders Ex Tel Pedestal _ css s c _- — DusINESS _ AS -,s iEC rDNY sicN11e _ vns Tel Monument I & �82 y Fenunq g• .,1 W _ VG I to oe Removed if _ - _ w - _ _ uG� ' O 20' 40' *A' RIG"' ?any"A" PLANTING PLAN Scale 1'=20' 3' Mul CH Lx AFPLI r• MCI, APOUNG TRUN f ORA1 4- 5C 1 5, I IN'•,H (-RA jr UNDI5TUR15EU 501L DIL MIX - TwJ PARTS I CAVATEJ ,OIL AND ONE PPRT UV INGTON NIL-1-1 COMI CO)L BPLAK, APAKI EDGE O' --� IR APPROVED FOUAI x BALL ()IA TAMP TO REMOVE AIR "OCR ETS E/CAVA 1014 W5HOVE- wAIER RIC),O-IGHLY NOTES 5EC'ION PLAN - 'REF �G RIAF FOP Or FOOT F, ARF 15 V151BLE APOVT T— P;W50 GRAVE ' RFrS SHALL nit C IARANTEED FOR A PFP.1lJF' OF TWO `F Arcs y�`TER Pr AP,TING 3 tkAMINE ETEPKt FREE AND KtMOVt ALL NURSERY `Art, vOPE 5TPJNG AND 5JKV'_yOK TAP' PRIOP TO PLAN-INGTO PREVENT GIRD-NG TREE PLANTING DETAIL CUT AND 13 'JACK `ALRE, PEEL N)kUA rGP I/3 Or PLANT LIST Key Quan Scientific Name Common Name Size E Spec. Thon-A 5 ThuJa occldentlall5 'Nigra" Dark American Arborvitae 5-G ft Thon-B 5 ThuJa occldentlah5 'Nigra" Dark American Arborvitae G-7 ft. Thon-C 5 ThuJa occidentlah5 'Nigra" Dark American Arborvitae 8- 10 Ft, Sfereee Co nil Services Inc 55 Green ky u"t 'n Dnve South Burlmgton VT USA 05403 Tel 802 864 0223 Fay e802 864 0165 P,.,x,.,,.bftArved www lanlec com ThGoa h,11 wnry and be reap—,Ible ror a11 dim.-- 00 NOT seal, the drawing -any errors or om-.— shall be r,p,n,d to slantec ilhout delay The 0opynghts to all designs a,d drawings are the property d Slanlec Reproduce— or use for any purpose other than that authonsed by Stantec o forbidden Consultants LANDSCAPE DRAWING BY, MIKE LAWRENCE ASSOCIATES LANDSCAPE ARCHITECTS/SITE PLANNING CONSULTANTS dolls RECEIVED MAR 2 9 2019 city of So. Burlington Revidon By Appd W MM DO IsrAd By Appd rr AIM DD file Name 04-Landscape dwg DDH JBL MIA 130401 Own o kd Ng, Y IAM DD PennitSwl CMMPmjad CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION Title South Burlington, Vemlad LANDSCAPE 8 FENCING PLAN P*d No. Scale 195310775 NONE Dnwinp No Seen Rwiion L1 4 of 6 0 / 24'-0" 331.4 Y O TRASH COMPACTING RECYCLE UNIT MATERIAL 'APPROX DUMPSTER HYDRAULIC 6' X 24') 01 i U COMPRESSOR w O O 0 SLOP 0 � a In o 8" DIA. STEEL BOLLARD, TYP OF < 11 IN THIS AREA o ° O 8' HIGH CHAIN LINK n ¢ BASED SCREENING FENCE, EACH SIDE o o m I a ° 18" CONCRETE CURB O O WITH 6" REVEAL. 30' X 24 X 8" THICK TOP=331 9' CONCRETE DUMPSTER PAD BOT_331 4' in 4' 0" 3'-4" 4' X 5" THICK FFE=332.0' AT CONCRETE SIDEWALK O WALL, TYPICAL O SLOPE OVF LED COBRAHEAD LIGHT FIXTURE a O \ 8" DIA BOLLARD, TYP 3 ON SIDEWALK'-` 1O' WIDE X-W HIGH GAS UNIT HEAyerc, SECTIONAL DOOR, TYPI�DF 2 EACH END SLOPE o CURBED CONTAINMENT AREA FLOOR DRAIN GRAVITY 7 o o FOR MACERATOR SEWAGE 0 EL 331.65t DISCHARGE N RECEIVING SYSTEM 6" BOLLARD EACH END WASHDOWN .HOSE STATION � O '� o N r1 Y ELECTRICAL CONTROL PANEL 32'-0" PLAN SEWAGE RECEIVING STATION SCALE 3/16"=1'-0" WRAP 8' DUMPSTER PAD SCREENING FENCE AROUND TO BUILDING CORNER AS NEEDED TO END OF CONCRETE SLAB, SLOPE UP 6"t TO FLOOR —8" DIA BOLLARD, TYP. 2 EACH END 15' X 15' CONCRETE PAD TYP EACH END SLOPE CIMARRON LED LIGHT FIXTURE, ONE OVER EACH SECTIONAL DOOR, SEE CATALOG CUT 7 0 4' 8' 12' CIMARRON LED LIGHT FIXTURE, GRAVEL STOP ONE OVER EACH SECTIONAL DOOR, SEE CATALOG CUT OVF LED COBRAHEAD� LIGHT FIXTURE FENCE POST FOR CHAIN LINK BASED SCREENING FENCE LINE OF 8" 0 STEEL BOLLARDS EACH SIDE OF DUMPSTER PAD BRICK FACIA WITH ZMASONRY CAVITY WALL PERSONNEL DOOR BEYOND -8" 0 STEEL BOLLARD, TYP OF 4 AT VEHICLE PADS . FACE OF CONCRETE CURB BEYOND _ _ _ _ _ _ _ _ _ _ _ _ _ 8" THICK CONCRETE DUMPSTER PAD ' I I I CONCRETE FOOTING -I-----------------------------------------1- - - AND FOUNDATION WALL - - T I- � ELEVATION EAST ELEVATION SCALE 1/4"=1'-0" GRAVEL STOP CIMARRON LED LIGHT FIXTURE, BRICK FACIA WITH ONE OVER EACH SECTIONAL MASONRY CAVITY WALL DOOR, SEE CATALOG CUT STEEL CHANNEL FRAME AT DOOR 8' HIGH CHAIN LINK FENCE WITH SCREENING SLATS STEEL BOLLARD TYPICAL OF 4 AT VEHICLE PADS STEEL BOLLARD, TYP. OF 11 IN SCREENED AREA u. �v MOTOR OPERATED 10' WIDE X 9' HIGH SECTIONAL DOOR EACH END t 4 4" BITUMINOUS 3'-0" 4'- CONCRETE PAVEMENT7. !; 15' X 15' X 6" CONCRETE PAD 8" CONCRETE PAD FACE OF CONCRETE _ 12" P-209 CRUSHED CURB, 6" REVEAL 8" P-209 CRUSHED AGGREGATE BASE 8" P-209 CRUSHED AGGREGATE BASE COURSE COURSE AGGREGATE BASE COURSE 30'-0' 5" CONCRETE SIDEWALK— - - - - - - - - - - - - - - - - - - I CONCRETE FOOTING AND FOUNDATIONNORTH WALL 0 ELEVATION (SOUTHELEVATION ELEVATION SIM.) SCALE 1/4"=1'-O" Slrllec Cormut Tg Swvmm Inc 55 Green M°untam DDve Saulh 8urlmgton VT USA 05403 Tel 802 864 0223 Fax 802 864 0165 www .tontec com CoWghl Rmwvod Th. Cnntrocmr shall verity and b. responvbM for all dimensions DD NOT stole the drawing —any ertors or omissions shall be repo,.d to Stan4. without delay The Copyright. to .11 designs nd drawings are the property of Stant.c R.produatLon or ae for any pUTam other than that authorized lay Slantea : f.m,dd.n Conculhrds Legend Notes RECEIVED MAR 2 9 2013 city of So. Burlington wsion By Appd YY MM OD Imed By Appd yY MM DD I Rle Name OS —PUN EtEVATI0N5 dwq DDH JBL DMC 11-1101 Dwn chkd Dsgn TI MM DD P.minSwl CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Buribro n, Vemlad Tim BUILDING PLAN AND ELEVATIONS PMJW No Sok 195310775 AS NOTED DFodng ND. Shad PANT l A100 5 of 6 0 SYMBOL it -1r 1 FTFI ill I" (IIII I IMF, � I II ' 1 _IIn 1 '1 Iu I r'I IIII I- `-II II.'IIIII. III IIIII -II II.. I EI-II I' !IIIII I -I III IE_ II rIl'fl I III_-I111 IIL I F'II III lllrf 111 FII -IIIII IIII CONSTRUCTION SPECIFICATIONS 1. EROSION MATTING, CHECK SLOTS, SHALL BE SPACED IN DITCH CHANNEL SO THAT ONE OCCURS WITHIN EACH 50' ON SLOPES OF MORE THAN 4% AND LESS THAN 6X. ON SLOPES OF 6X OR MORE, THEY SHALL BE SPACED SO THAT ONE OCCURS WITHIN EACH 25' 2. APPLY FERTILIZER, LIME SEED PRIOR TO PLACING MATTING. 3. STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPROXIMATELY 2' APART AND IN ROWS APPROXIMATELY 3' APART. APPROXIMATELY 175 STAPLES ARE REQUIRED PER 4'X225' ROLL OF MATERIAL AND 125 STAPLES ARE REGU[RED PER 4'X15O' ROLL OF MATERIAL 4.1 IIIIL' I,`-E-_ =H-'_I I', IIIII I II�ILIEL -= IIII I III-=F I11 =11.1 rE I IIFI I I ll FI II I�-II III - IF= IIII Intl =�F =11 II 5. III TLII _ I.II I IIII- IIII' II, I 1,.I"= 'I, II I II I'll I'_ I.=1 III I. EI I- IIIr F, 1 -'nI IF�all I I �II�I InI11� I a i-�rl -I 'II� IIIII I 'I I I '' II LI1_ I� IIIII�r' nr' IIII III'll_ I I Iq1 II rh'I �n ��I rnlln �' Ill 11',I if I ,I IIII I�I I II+III I IIIII II �I II II, 1I I'I REVISIONS IIII I MARCH B. 2007 JMF ��I IIII II rI IIII IIII � �I ;,IIII III �'I II _ -.I ',;II' • I, I IIII � I I I� III "�� I, I' i I I I I I .; I Ili, I II I� II "� rl rl � � I FII I III II II II I' I Irll SYMBOL I � — —1 >N=1R-1<II—III I iI IL Tlflll__._�I ^ FIF III rI 1 I I I r =IIIII q[ 51{ L CONSTRUCTION SPECIFICATIONS 1. NFIILfTER USE()CFORASHORTVfIERFMIS5APPLICATIONS.PqARNT OPENING SIZE OF 40-85. BURLAP '2 NEEOEBOEMOTHEEYFt W�LLLyA/7BLELOOVERLAP El TO TO EVE%ITASTAKEINTS IF JOINTS ARE 4 S❑STgAKEA 55MA1Nryry[MUAMEERR��LENGTH BEF STANDAII Y ARD g322'.g 4'oGWOOD D OR EQUIVALENT METAAL 5. ME$ggHE BEH NOWSTHEEN AROUND INFF LTERHOF BRIC FOR SURRAIT APART D WIPH ITHE AUSRNOFU WINE 6SHARLO BEH SEItURELYM FI�STENEO TON THE STAKES PNOU FFAME BACKFILLED. IT 7' I' - 11II'111 1_1 I4 �111 III TI,- IF -I OF IIIL I _III F IIII IF FIII-�,r 11 I III -'I II Ib[II I II E 1 SYMBOL rm 'TJTF I1 I I!I I I r- FII TF= - IIIII ]I", r " I = I I y y W y ==F"IIIII W W W Wy W v, I- L REF W W FIL TEF 1_III II r'^- FFFF , _TFE r1F I;IFE - l- 1I EEpp[CEE EEWW' 7EEIll CONSTRUCTION SLP5pE1C�Ip7FFIIICATIONLgIS gq pC7 p I. STORMWA ER APEEWOVA W[REFSHTEFlLLILBE A MINRNI4�LQAl1GE UWI HNA 6" MAX MESH OPENING. 2. [ EEqq CL pp7T L g 3 F]LL 7TPg5PROLIVEDH EOEoNNgICVEPyLgPNETEgEITEH�ESR FILTER X, MII0RAF110OX, SSTABILINKA T140N E%GEED ObaAND WHEN!ELHONGATIONEIS E<50%SAPOSTES �C NGP SHNL NOT EXCEED q, 6'��Ey$E � EEFqqF ��EppE ry [ gp pE5 5p5p 1EIC LgEL l y 5. WITEH NTIE�pS�EgSEPCACIEONTEVERY0T2L4 EB ATE TOPE ANDS MIDUSECTIDON EWOVEN WIREWFENCEIRE 6. OVEER-ELNAPPp$EEC% BS5TYHI{pp0L6"BARD FI LT&EO CLOTH ADJOIN EACH OTHER THEY SHALL BE SEDIMEONREACHESLHALFPERFOgMEOC AS NEEDED AND MATERIAL REMOVED WHEN _ ADAPTED FROM DETAILS PROVIDED BY NEW YORK STATE DEC r IFI rl III,! I' ,I�I[:.Io-I I1111 III I,fFII ORIGINALLYDEVELOPEDBYUSDA-NRCS SILT FENCE - VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION I - I."Inl','Ir 1lI'n II I F, IIF II, 'II n IIIII Irl IIIII II'1I I I NOTES REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR EROSION PREVENTION h SEDIMENT CONTROL -2006- " FROM I'I h II ,III I II III THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL "IIII I I'I II 'IIII - GUIDANCE REVISIONS IIII Milli II II II ,I II III.I'I IIa IIII II„FII - ,vile MARCH 21, 2008 WH IIII .f I ,II- THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH DECEMBER 11, 2008 WH IVI I. I, II IIII _ _ SECTION 649 AND AS SHOWN IN THE PLANS FOR GEOTEXTILE JANUARY 13, 2009 WHF FOR SILT FENCE (PAY ITEM 649 51) OR GEOTEXTILE FOR SILT FENCE, WOVEN WIRE REINFORCED (PAY ITEM 649 515)_ - TEMPORARY TERMINAL 10'-0" MAX III MAX POST 10'-0" MAXr10'-0" MAX 10'-0" MAX o IN (PULL POST M(ACORN)NALS OR (TYR) TOP RAILS BRACE RAIL � TENSION BANDS FABRIC I EXISTING °0 FENCE POST I I I I TRUSS ROD II I I I I GRASS AREA jM EXISTING PAVEMENT PREFINISHED AND LETTERED SIGN SIGNS TO BE NOT 70 BE DAMAGED SPACED AT INTERVALS OF APPROXIMATELY 1.000 FEET (OR AS DIRECTED BY THE ENGINEER) AND ADJACENT TO ACCESS GATES. SEE FENCE SIGN DETAIL THIS SHEET TEMPORARY SECURITY FENCE N T. S MOUNTED BRACKET BARBED WIRE (45') NO 4 GAGE TIE AIR SIDE WARN 1 N G WIRES OR CLIPS 1'-2" 0 C. MAX NOTE SIGNS TO BE OF DURABLE METAL WITH BLACK LETTERING FEDERAL LAW ON WHITE BACKGROUND, PER LINE POST INSTALLED PROHIBITS SPECIFICATIONS BANDS ABOVE AND BELOW INSIDE OF DRUM UNAUTHORIZED ENTRY "WARNING" To BE RED o 55 GALLON DRUM � U FILLED WITH CONCRETE FENCE SIGN NTS WELD STEEL "FEET" (4) TO BOTTOM INTERNATIONAL ORANGE (TYP) B" SPACED AT 90' INTERVALS TO PROVIDE TYP STABILIZATION FROM JET BLAST 2" ULTRA BRIGHT WHITE (TYP) MAX 6•• TYP EXISTING PAVEMENT NOT TO BE DAMAGED CONTRACTOR RESPONSIBLE FOR ANY PAVEMENT DAMAGE CAUSED BY HIS PERSONNEL AND/OR EQUIPMENT BARREL PAINT TEMPORARY SECURITY FENCE POST SUPPORT N T.S NITS NOTE. DETAILS ON THIS SHEET COPIED FROM THE VERMONT AGENCY OF TRANSPORTATION (VTRANS) WEBPAGE 3 STRAND 12 1/2 G A BARBED WIRE MOUNTING BRACKET (45') OUTSIDE II INSIDE SYMBOL tIILu1 -- - -_-- -1 __ �I-� �{—_ --__ �� II -IUILJ L !_IIII. I FFFIII �1fIII 'il FF=TT--- f�i.Fl FI I I= 'I IIII' 1_r17 _1 1i AFC _ I IFI 11 I -roll, III . [III IF , 1 - --- — --- -- --- - -- .i T1 g E CONSTRUCTION SPECIFICATIONS 1. ROUNVASt ZN USE 51-4' STONE, RECLAIMED OR RECYCLED CONCRETE 2 3SN MIHIMNOT LENGTHTAPPLIESI(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 3. 4 THICKNESS- MNOT M�LESS gLITHAN 78'LE55 I{ I{E !ILL y/p7 p7 5 S, WHERE INGRESS! OR 'EGRESSOOCCURS. T24N TF SINGLE ENTRANCE TO01SITE. 6 SCSR��8TTEEXLT�ICLEpMUESTTgBBEEE PLACED OVER EETHE LEEppNTIIRC,E AREA yPERRIOEER�7TTO PPLEpAC[ING 7 PIPINEEGE IS TI INPRACTICAL,S AS MOITINT ABA PBERMEWF*H IiHSLTOPES AWILLO BE PERMITTED. �WFFTFTpp pp��L K I E q LLGE p pE �pE 5p p I� p C 8'NUBLICPGHTS OF -WAY! MM<STTRBEREMOi'EOR IIMPMEOITESHEO ORB RACKEDHO TO 9. WWI Ir{1[[ GG `55 tt�1[[ EEp]� IT gg pp�LL EE Y 5 qg 7E� OEEEpp Cpp WCA%NSEp PC7 RWRHHryRppH IOEEREEWINSHIryHl BE APPROVES S AREANTTTRAI➢!PING AECb%%'I1NG TO EPERMNT AREONIREMt°NTSINTENANCE SHALL BE PROVIDED STABILIZED ADAPTED FROM DETAILS PROVIDED BY NEW YORK STATE DEC ORIGINALLY DEVELOPED BY USDA-NRCS CONSTRUCTION VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION ENTRANCE NOTES REFER TO "THE VERMONT STANDARDS do SPECIFICATIONS FOR EROSION PREVETON de SEDIMENT CONTROL -2006- " FROM REVISIONS THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL MARCH 24. 2008 WH GUIDANCE JANUARY 13. 2009 WHF THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 653 FOR VEHICLE TRACKING PAD (PAY ITEM 653 35) OR AS SPECIFIED IN THE CONTRACT 10'-0" MAX. III MAX (TYP) (TYP ) r-1 5/8"0 TOP RAIL 3" 0 CORNER, GATE AND TERMINAL POST WITH CAP NO 9 GA CLIPS 2'-0" 2 1/2"0 LINE POST 0 C MAX. (RAILS) 1'-0" (ACORN), TYP 0 C MAX (POSTS) 9 GAUGE BUCK VINYL COATED, STEEL FABRIC 2" MESH I 5 8"0 BRACE RAIL STRETCHER BAR 1/4"0/4" BAR NO 7 GA-- STRETCHER TENSION WIRE PREFINISHED AND LETTERED SIGN III•' llSIGNSTOBESPACED AT INTERVALS OF POST DETAIL B • APPROXIMATELY 1,000 FEET (OR AS V!111SEE THIS SHEET IIII DIRECTED BY THE ENGINEER) AND ADJACENT TO ACCESS GATES. SEE FENCE SIGN DETAIL THIS SHEET PERMANENT CHAIN LINK FENCE NTS POST CIA AS INDICATED - APPROX 2" BEVEL AIRPORT f1'-6' 4" TOPSOIL PROPERTY k SEED AS I(TYP ) N II TRESPASSING SONOTUBE II VIOLATORS WILL BE 4'-0' PROSECUTED 4,000 PSI--T-. 6, CONCRETE A NOTE 12"0 SONOTUSE FOR ALL LINE POSTS SIGNS TO BE OF DURABLE METAL WITH RED 18"0 FOR ANGLE, CORNER, TERMINAL FOR LETTERING ON WHITE BACKGROUND, PER OR POSTS SPECIFICATIONS. PROVISION AND INSTALLATION OF SIGNS TO BE INCLUDED IN PAY ITEM F-162-51 FENCE SIGN FENCE/GATE POST N.TS NTS Stalk Cormul Seniors Inc. 55 Green Mountain Drive South Burlington VT U S A 05403 Tel 802 864 0223 Far eur 802 864 0165 �eelI www lanlec to CopynghtResened The Conlrocto, shall v fy and be responsible for all mmwnsions DO NOT acme the dmwmg -any ermn or omissions :nun be reported to Slontsc wilnout delay The Copynghts to all dee,gne and drawings are the property V Stour« Reproduohon o, use fur any pu,,w oLh., than mot authored by Stonlec is forbiddwn Consui RECEIVED MAR 2 9 2013 City of So, Burlington Revision By Aped Vy MM DD IeWed Illy Appd rrMMDO file Name 06-Erosion Delsllsdwg DOH JBL DMC 130401 own cnwd Dsgn YYMMDD Pemin-s«I affi Pm)w CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT AIRCRAFT SEWAGE RECEIVING STATION South Burlington, Vermont r1k FENCE AND EROSION CONTROL DETAILS PMO No. Soil 195310775 NONE Doll No Shed RwAsion EM 6 or 6 0 The City of Burliry Clerk/Treasurer ented to me at the address listed below hours at the above referenced (the "2009A Note"), and Office is located o 'nd floor of City with a copy sent to the court. The claim f the Agency certain costs of issuance of Hall at 149 Churc _.reet. The Clerk- may barred forever if it is not presented Bond /Treasurer Office will be open normal within the four (4) month period. office hours, 8.00am to 4.30 pm to re- ceive tax payments on Monday August Date: July 23,2013 AMM% 12, 2013. buzz BURLINGTON FREE PRESS ADVERTISERS: All classified ads are subject to the ap- plicable rate card, copies of which are available from our Advertising Dept. All ads are subject to approval before pub- lication. The Burlington Free Press re- serves the right to edit, refuse, reject, classily or cancel any ad at any time. Errc.rs must be reported in the first day of publication. The Burlington Free Press shall not be liable for any loss or expense that results from an error in or omission of an advertisement. No re- funds for early cancellation of order. BURLINGTON 78 MAIN STREET August 2.. 8 AM ALL DAY, August 3.. 8 AM to 2 PM Many items to chose from antique's to new and used, clothing, books to old tools and wood planners Just to many items to list, all must go, help us take it away. Burlington Vermont. Across from the Skirack Sporting Goods Store COLCHESTER, Saturday 8/3 8am-3pm Annual Hollow Creek Neighborhood Ga- rage Sale.Several Sales located throughout 44 unit Complex. Kids Items, Household items, Collectibles, DVD's, something For Everyoneff! From nin 7, Take Creek Farm Road to Justin Morgan Drive, then Follow Justin Mor- gan Drive to Hollow Creek Drive, Just ESSEX CENTER LARGE VINTAGE ESTATE SALE 1 Thrush Lane FBI 8/2 and SAT 8/3 8:00.2:00 Antiques, Collectibles, Fire King, Cobalt Glass, China, Christmas, Toys, Linens, Kitchen Implements, Sewing, Crafts, Garden, Shop Items Refrigerator and More. Seven roams of must see items. GRAND ISLE - Sat 3 Sun 10 am - 4 pm Antiques, framed pictures, 30t tin cake pans, books, stereo cabinet, kid & adul size clothing. US Route 2, 1/8 mile north of Grand Isle School. JERICHO PLAINS ROAD HUGE MOVING SALE. Sat i Ain 8/3-8/4. 8-4. JERICHO. RICHMOND 102 VALLEY VIEW EXT 8/2 7 to 4, 8/3 7 to noon. MOVING SALE everything must go, furniture, house- hold items and more 802-434-3861 SO. BURLINGTON 1185 SHELBURNE APT 205A 8/2TO 8/3. 8 AM TO 2PM. Antique Apartment Sale Bear Traps, Shotgun shells & wooden B Knives & more LARKIN TERRACE 802-598-1488. RD Hooded meters for free parking will be available for tax paying purposes only on the Main Street side of City Hall Park on Monday, August 12, 2013. Direct deposit payment (ACH) from your bank account is available, for details call 865-7020 . For any other information, please call 865-7000 or visit our website at www.ci.burlington.vt us. If you have not received your Iy2014 tax bill please contact the Clerk Treasurer Office immediately. August 2nd, 3rd, 4th 2013 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Re- view Board will hold a public hearing in the South Burlington City Hall Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on August 20, 2013 at 7:00 P.M. to consider the fol- lowing: Preliminary plat application #SD-13- 11 & final plat application #SD-13-18 of City of Burlington/Burlington Interna- tional Airport for a planned unit devel- opment to construct a 711 sq ft. sew- age receiving facility, 1150 Airport Drive. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Bur- lington City Hall. Participation in the lo- cal proceeding is a prerequisite to the right to take any subsequent appeal. August 3, 2013 State of Vermont District of ChiOenden Probate Court Docket No. 34578 IN RE THE ESTATE OF ELEANOR J. GIL- BERT LATE OF SOUTH BURLINGTON, VT. NOTICE TO CREDITORS To the creditors of the Estate of Elea- nor J. Gilbert, late of South Burlington, VT; t I have been appointed to administer this estate. All creditors having claims against the decedent or the estate must present their claims in writing within four (4) months of the first publication of this notice. The claim must be pres- ented to me at the address listed below with a copy sent to the court. The claim may be barred forever if it is not presented within the four (4) month pe- riod. Trap, oxes, APTS South Burlington 1381 Williston Rd. One Day 8/3 Only! Nice estate sale w/ Ethan Allen set, antique oak china cabinet, 30-plus Hummels, dolls, vintage clothing, more Visit www.vermontestateservices.com for details. ISTON - Annual Neighborhood Sale at Bitter Sweet Village Condos. Off Rte 2A. Saturday, 8/3, 8am-3pm. WILLISTON 87 CHELSEA Pl. 8/3-8/4 8 to 3, living room set, kitchen set, dress- er, bench, household items, and more www.burlingtonfree press.com Dated. 7/27/2013 /s/ Jennifer Lawson c/o Dinse, Knapp & McAndrew P.0 209 Battery Street Burlington, VT 05401 802-864-5751 ndetarnowsky@dinse corn Burlington Free Press August 3,2013 Vermont Superior Court iProbate Division 175 Main Street PO Box 511 Burlington, VT 05402-0511 August 3,2013 State of Vermont District of Chiffenden Probate Court Docket No. 34587 /s/ George and Mary Rusnak c/o of Lauri A. Fisher 78 Severance Green Suite 108 Colchester, VT 05446 802-871-5638 Name of Publication: Burlington Free Press Publication Date: August 3rd, 2013 Address of Probate Court Chittenden County Probate Court 175 Main Street Burlington, VT 05401 August3,2013 TOWN OF SHELBURNE DEVELOPMENT REVIEW BOARD Notice hereby of Public Hearing to be held Wednesday, August 21, 2013 7:OOPM Meeting Location. Shelburne Town Center Meeting Room 1 BLA13-01 Application by Maurice Du- bois for Boundary Line Adjustment be- tween two parcels both owned by the Applicant. Properties at 5119 Route 116 and 5153 Route 116 are both located in the Rural District. CU99-33RI Application by Dave Andrus on behalf of William and Susan Andrus for Conditional Use amendment to re- move a condition of a prior approval, which restricts a multi -family dwelling to 1-bedroom units. Property at 4253 Shelburne Road is located in both the Mixed Use and Residential Districts, the Stormwater Overlay District, and the Floodplain & Watercourse Overlay Dis- trict. V13.13 Application by William and Su- san Andrus for a Variance for dimen- sional requirements to allow four (1- bedroom) apartments on the second floor with retail and/or personal service use(s) on the ground floor. Property at 2538 Shelburne Road is located in the Mixed Use District and the Stormwater Overlay District. SUB01.07R4 Application by Gary and Pamela Warner for an amendment to the Rivercrest Final Plan. Proposal is for the expansion of the existing building envelope to allow for an outdoor patio. Property is located at 95 Aspen Circle and is in the Residential District. August 3, 2013 VERMONT EDUCATIONAL AND HEALTH BUILDINGS FINANCING AGENCY NOTICE OF PUBLIC HEARING Vermont Educational and Health Buildings Financing Agency, Winooski, Vermont (the "Agency"), a body corporate and politic consti- tuting a public instrumentality of the State of Vermont, intends to issue its Vermont Educational and Health Buildings Financing Agency Reve- nue Bonds (Norwich University Proj- ect) Series 2013 (the "Bonds"), in an aggregate principal amount not to exceed $26,500,000, to make a loan to Norwich University (the "Corpor- ation") for purposes of (a) paying, or reimbursing the Corporation for pay- ing, a portion of the costs of pur- chasing, constructing and equipping a new dormitory, which will be an approximately 84,000 square -foot, five story building with approximately 280 beds, to be located on the Cor- poration's main campus, which is lo- cated at 158 Harmon Drive, North- field, Vermont, 05663, on the south end of said campus between South Dormitory and the National Guard Armory in Northfield, Vermont (the "Project") and (b) paying a portion of certain expenses incurred in con- nection with the issuance of the Bonds. Any person who decides to ap- peal any decision made by the Agency with respect to any matter considered at its hearing will need a record of the proceedings. Such person may need, at his or her own cost, to Ensure that a verbatim re- cord of the proceedings is made, in- cluding the testimony and evidence upon which the appeal is to be based /s/ Steven Gurin Secretary Vermont Educational and Health Buildings Financing Agency August 3,2013 VERMONT EDUCATIONAL AND HEALTH BUILDINGS FINANCING AGENCY NOTICE OF PUBLIC HEARING Vermont Educational and Health Buildings Financing Agency, Winooski, Vermont (the "Agency"), a body corporate and politic consti- tuting a public instrumentality of the State of Vermont, intends to issue its Vermont Educational and Health Buildings Financing Agency Reve- nue Bond (Rutland Regional Med- ical Center Project) 2013 Series A (the "Bond"), in an aggregate princi- pal amount not to exceed $34,130,000 The proceeds of the Bonds will be used to make a loan to The Rutland Hospital, Inc, d/b/a Rutland Regional Medical Center (the "Corporation") which will be used, together with other available moneys of the Corporation, for pur- poses of (i) refunding a portion of the Agency's outstanding Revenue Bond (Rutland Regional Medical Center Project) 2009 Series A (the "2009 Bond") and the Agency's out- standing Revenue Bond (Rutland Regional Medical Center Project) 2010 Series A (the "2010 Bond") and (ii) paying a portion of the costs of issuance of the Bond. The proceeds of the 2010 Bond were used by the Corporation, to- gether with other available moneys of the Corporation, to (a) refund the Corporation's promissory note, dat- ed as of November 1, 2009, to TD Bank, N.A. (the "2009B Note"), (b) pay, or reimburse the Corporation for paying, the cost of (i) acquiring and installing various items of healthcare equipment, including, but not limited to, a Varian Medical Sys- tems Trilogy linear accelerator, (ii) the construction, renovation, equip- ping and installing improvements to the healthcare facilities of the Cor- poration, including, but not limited to, renovations to the Sterile Pro- cessing Department, the Inpatient Psychiatric Unit, the nurse station in the Intensive Care Unit and the Car- diology area, and construction of new spaces for Obstetric and Gyne- cology physicians (including new exam rooms and waiting space) and a Gastroenterology physician and upgrades to the dedicated elevator and (in) acquiring, constructing and equipping real property located at 435 West Street In Rutland, Ver- mont and the improvements located thereon (collectively, the "2010 Proj- ect') and (b) paying certain costs of issuance of the 2010 Bond. The proceeds of the 2009E Note were used, together with certain oth- er available moneys of the Corpora- tion, to provide interim financing for a portion of the 2010 Project. All of the assets financed or refin- anced with the proceeds of the 2010 Bond are owned and operated by the Corporation and, with the excep- tion of the real property and improvements located at 435 West Street in Rutland, Vermont identified above, are located on the main campus of the Corporation at 160 Allen Street in Rutland, Vermont The proceeds of the 200 were used, together will other available moneys Corporation, to (a) pay, or the Corporation for paying, of the construction, re equipping and improvement healthcare facilities of the tion, including replacing th, power plant and emergent ment, renovating the exists gency room to create new the diagnostic imaging df renovating rehabilitation consolidate out -patient therapy, occupational speech therapy and occu mployee health programs, ing the cafeteria and col the food service operation: location, and making certa site and parking impro including excavation for power plant and emergent ment, relocation of regrading adjacent parkin construction of an appr 100-space replacement area, and related light landscaping improv (collectively, the '2001A (b) pay a portion of the accruing on the 2001A Bon the respective constructior of the various component: 2001A Project, (c) pay the for a financial guaranty policy with respect to th Bonds, (d) fund a debt si serve fund for the 20011 and (e) pay certain costs n connection with the issuanc 2001A Bonds The proceeds of the 2002 were used, together with of able moneys of the Corpo (i) refund the Agency's o Hospital Revenue Bonds Regional Medical Center Series 1993A (the "1993A (ii) pay the premium for a guaranty insurance poll respect to the 2003A Be fund a debt service reserve the 2003A Bonds, and (iv) tarn costs incurred in a with the issuance of thr Bonds. The proceeds of the 1993 were used, together with ce er available moneys of the tion, to (a) pay interest act the 1993A Bonds from April to May 6, 1993, (b) advani the Agency's outstanding Revenue Bonds (Rutland Medical Center Project) 1988A (the "1988A Bonds"), the premium for a financial insurance policy with respec 1993A Bonds, (d) fund a d ice reserve fund for the Bonds and (a) pay certain curred in connection v issuance of the 1993A Bonds. The proceeds of the 1988 were used, together with other available moneys Corporation, to (a) pay, or the Corporation for paying, of the costs of construct equipping an approximately square foot addition to the tion's healthcare faciliti renovating and equipping mately 73,900 square feet healthcare facilities (the Project"), (b) finance or the cost of equipping suct care facilities, (c) pay a p the interest accruing on the Bonds during the period of lion of the 1988A Project, pay certain costs incurred nection with the issuance c Bonds. The proceeds of the 200f were used, together with cei er available moneys of the bon, to refinance a 2007 lot by VHA of New England, Ins Corooration the Droceeds c CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 1 st day of August, 2013' a copy of the foregoing public notice for City of Burlington, Burlington International Airport, for a planned unit development to construct a 711 sq. ft. sewage receiving station facility, 1150 Airport Drive, Preliminary Plat #SD-13-11 & Final Plat #SD-13-18, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: Ray Belair, Administrative Officer List of recipients: (full names and addresses) See attached list Dated at South Burlington, Vermont, this 1st day of August, 2013. Printed Name: Jon Leinwohl Phone number and email: 802-864-0223, extension 110, jon.leinwohl cr stantec.com ,�;2a A.'S' Signature: Date: August 1, 2013 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 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 I r ,06 southburlington PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on August 20, 2013 at 7:00 P.M. to consider the following: Preliminary plat application #SD-13- 11 & final plat application #SD-13-18 of City of Burlington/Burlington International Airport for a planned unit development to construct a 711 sq. ft. sewage receiving facility, 1150 Airport Drive. Mark Behr, Chairman South Burlington Development Review Board 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. August 3, 2013 575 Dorset Street South Burlington, VT 05403 tel 802 846 4106 fax 802 846.4101 www.sburl corn PARCEL IDM OWNER owner 82 No. Addi Street Mail City State I Zip 911ADDRESS CITY STATE I ZIPCODE 1810-03000 3000 WILUSTON RD LLC C/O FREDERIC LOWEA 1852 TEXAS HILL ROAD HINESBURG VT 05461 3000 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-03065 3065 WILLISTON RD LLC 3069 WILLISTON ROAD SOUTH BURLINGT( VT 05403 3065 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-03069 3069 WILLISTON ROAD LLC 3069 WILLISTON ROAD SOUTH BURLINGTON VT 05403 3069 WILLISTON RD SOUTH BURLINGTON VT 05403 0200-000D8 A & C REALTY LLC C/O OMEGA ELECTRIC CONSTRUCTION CO 25 OMEGA DRIVE______ WILLISTON VT 05495 8 BERARD DR SOUTH BURLINGTON VT 05403 0020-01215 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0010-01083 ADAMS RONALD C & RUTH A 1083 AIRPORT DR SOUTH BURLINGTON VT 05403 1083 AIRPORT DR SOUTH BURLINGTON VT D5403 2000-00000 AIRPORT REALTY FBO AVCENTER 1130 AIRPORT DRIVE SOUTH BURLINGTON VT 05403 1 AIRPORT BURLINGTON I SOUTH BURLINGTON VT 05403 0490-00137 ARRANTS STEPHEN P JR 137 COUNTRY CLUB DR EAST_ SOUTH BURLINGTON VT 05403 137 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT _ 05403 0010-01195 ASHTON THERESA L MICHAEL 1195 AIRPORT DR SOUTH BURLINGTON VT 05403 1195 AIRPORT DR SOUTH BURLINGTON yr 05403 2000-HA-41 ATLANTIC TELEMETRY INC PO BOX 1660 WILLISTON VT 05485 41 A IRPORT BURLINGTON SOUTH BURLINGTON VT 05403 18!D-01900 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 PETERSON TERRACE SOUTH BURLINGTON VT 05403 1900 WILLISTON RD SOUTH BURLINGTON VT 05403 20OD-HC-52 AUTOMASTERS MOTOR CO INC ROUTE 7 SHELBURNE VT 05482 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 2000-HC-52 AVIATRON INC (US) 25 CUSTOMS DRIVE _ SOUTH BURLINGTON VT 05403 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 0200-00004 AYER PATRICK BRIAN MASLACK AYER TERESE PO BOX 9451 SOUTH BURLINGTON VT 05407 4 BERARD DR SOUTH BURLINGTON VT 05403 0200-00025 1810-01907 BARNIER SCOTT & BARBARA 20 JACKSON STREET ESSEX JUNCTION VT 05452 25 BERARD DR _ SOUTH BURLINGTON VT 05403 _ BARRY BRUCE 1907 WILLISTON RD SOUTH BURLINGTON VT 05403 1907 WILLISTON RD SOUTH BURLINGTON VT 05403 0640-00102 BELTER JOHN H JR & JOYCE N 2 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 102 ETHAN ALLEN DR _ SOUTH BURLINGTON VT D5403 1060-00042 BOARDMAN WILLIAM M & CYNTHIA D 42 LOGWOOD ST SOUTH BURLINGTON VT 05403 42 LOGWOOD ST SOUTH BURLINGTON VT 05403 1520-00009 BRADY GEORGE J C/O MERCHANTS TRUST CO PO BOX 8490 BURLINGTON VT 05402 9 SHAMROCK RD SOUTH BURLINGTON _ VT 05403 0435-00011 BRUSOE ALAN L SOUTIERE ANN M 11 MAYFAIR STREET SOUTH BURLINGTON VT 05403 11 COMMERCE AVE SOUTH BURLINGTON VT 05403 2000-00000 BURLINGTON CITY OF HERTZ CORP 225 BRAE BOULEVARD PARK RIDGE NJ 07656 5 AIRPORT CAR RENTAL SOUTH BURLINGTON VT 05403 2000-00000 BURLINGTON CITY OF BURLINGTON INTERNATIONAL AIRPORT 1200 AIRPORT DRIVE M1 SOUTH BURLINGTON VT 05403 1200 AIRPORT DRIVE SOUTH BURLINGTON VT 05403 0490-00141 BURT RUSSELL & KAREN L 141 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 141 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 0300-00003 CALKINS FAMILY LIMITED PARTNERSHIP 1835 SPEAR STREET SOUTH BURLINGTON VT 05403 3 CALKINS CT SOUTH BURLINGTON VT 05403 0300-00005 CALKINS FAMILY LIMITED PARTNERSHIP 1835 SPEAR STREET SOUTH BURLINGTON VT 05403 5 CALKINS CT SOUTH BURLINGTON VT 05403 1610-03017 CHOINIERE PROPERTIES LLC 17 HARBOR WATCH ROAD BURUNGTON VT 05401 3017 WILLISTON RD _ SOUTH BURLINGTON VT 05403 0200-00021 CLIFTON DAVID L & MARY W PO BOX 9476 SOUTH BURLINGTON VT 05407 21 BERARD DR SOUTH BURLINGTON VT 05403 0010-01363 DALTON WILLIAM D SR TRUSTEE 1383 AIRPORT DR SOUTH BURLINGTON VT 05403 1383 AIRPORT DR SOUTH BURLINGTON VT 05403 2000-HC-52 DEEDS EDWARD A CONVERSE BAY ROAD —ROAD CHARLOTTE VT 05407 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 2000.HA�1 DEMERS DENNIS R 958 WEBSTE SHELBURNE VT 054 22 41 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 1810-01944 DESARNO DAVID C TRUST 4 LADD POINT ROAD GRAND ISLE VT 05458 1 1944 WILLISTON RD SOUTH BURLINGTON VT 05403 0010-01089 DOERING ROBERT W & LORRIE M 1089 AIRPORT DR SOUTH BURLINGTON VT 05403 1 1089 AIRPORT DR SOUTH BURLINGTON VT 05403 1060-00030 DUHAMEL YVETTE 1 30 LOGWOOD ST SOUTH BURLINGTON VT 05403 30 LOGWOOD ST SOUTH BURLINGTON VT 05463 1060-00024 DUNN, DAWN CHAMPION PAUL R 24 _ LOGWOOD ST SOUTH BURLINGTON VT 05407 24 LOGWOOD ST SOUTH BURLINGTON VT 05403 0010-01085 EMMONS ROGER & ANNA M 1085 AIRPORT DR SOUTH BURLINGTO_N VT 05403 1085 AIRPORT DR SOUTH BURLINGTON VT 05403 0020-01205 -A _ ENTERTAINMENT UNLIMITED LLC 20 BISBEE ROAD VERGENNES VT 05491 1205 AIRPORT PKWY SOUTH BURLINGTON VT 05403 181D-01890 FARGNOLI ASSOCIATES LLC 485 KIMBERLY DRIVE MELBOURNE FL 032940 1890 WILLISTON RD SOUTH BURLINGTON VT 2000-00000 FEDERAL EXPRESS CORP PROPERTY TAX DEPARTMENT 363D HACKS CROSS ROAD, BUILDING C 3RD FLOOR MEMPHIS TN 8125-880 1 AIRPORT BURLINGTON SOUTH BURLINGTON VT 1060-00022 FELBER MICHAEL 22 LOGWOOD ST SOUTH BURLINGTON VT 05403 22 LOGWOOD ST SOUTH BURLINGTON VT 0490-00133 FONTAINE PAUL A & KIMBERLY A 133 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 133 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 1060-00034 GARNEAU RYAN & KATHRYN 34 LOGWOOD ST SOUTH BURLINGTON VT 05403 34 LOGWOOD ST SOUTH BURLINGTON VT 0590-00044 GARVEYEDWARDW& PATRICIAG 44 DUMONT AVE SOUTH BURLINGTON VT 05403 44 DUMONT AVE SOUTH BURLINGTON VT 111540 2000-HA-41 GIRARD DANIEL E 1 i HEATH STREET SOUTH BURLINGTON VT 05403 41 AIRPORT BURLINGTON SOUTH BURLINGTON VT 1810-03097 HENNIGAR HOLDINGS LLC 805 EAST HILLSBORO BOULEVARD DEERFIELD BEACH FL 33441 3097 WILLISTON RD SOUTH BURLINGTON VT 0020-01225 HENRY MAUREEN C C/O THE MEDICAL STORE LTD 1225 AIRPORT PARKWAY SOUTH BURLINGTON VT 05403 1225 AIRPORT PKWY SOUTH BURLINGTON VT 1060-00016 HOBBS JAMES E & SHERRIE L 16 LOGWOOD ST SOUTH BURLINGTON VT 05403 16LOGWOODST SOUTH BURLINGTON VT 1810-01795 INVESTORS CORP OF VT 30 MAIN STREET, SUITE 401 BURLINGTON VT 05407 1795 WILLISTON RD SOUTH BURLINGTON VT 0010-01025 JOST INVESTEMNTS LLC 69 COLLEGE STREET BURUNGTON VT 05401 1025 AIRPORT DR SOUTH BURLINGTON VT D5403 1810-30735 JTG HOLDINGS LLC II 272 WINDMILL BAY SHELBURNE VT 05482 3073 WILLISTON RD SOUTH BURLINGTON VT 05403 0010-01233 KRUGER REBECCA B, DOUGLAS B 1233 AIRPORT DR SOUTH BURLINGTON VT 05403 1233 AIRPORT DR SOUTH BUML NGTON VT 05403 1810-01961 L N P INC 25 OMEGA DRIVE WILLISTON VT 05495 1961 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-02000 LACEYS INC 2000 WILLISTON RD SOUTH BURLINGTON VT 05403 2000 WILLISTON RD SOUTH BURLINGTON VT 05403 2000-HC-52 LANDVATER DARRYL V OLIVER WIGHT CO 85 ALLEN MARTIN DRIVE ESSEX JUNCTION VT 05407 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 0010-01181 LAPLANTE BERNARD J 1181 AIRPORT DR SOUTH BURLINGTON VT 05403 1181 AIRPORT DR SOUTH BURLINGTON VT 05403 0020-01245 LEISURE WORLD INC 1245 AIRPORT PKWY _ SOUTH BURLINGTON VT 05403 1245 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0435-00027 LNP INC 300 CORNERSTONE DRIVE WILUSTON VT 05495 27 COMMERCE AVE SOUTH BURLINGTON VT 05403 106M0038 MAILLE GEORGE AJR & CHARLENE 38 LOGWOOD ST SOUTH BURLINGTON VT 05403 38 LOGWOOD ST SOUTH BURLINGTON VT 05403 0490-00129 MANAZIR THEODORE & CHRISTINA 129 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 1291 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 0200-00014 MOVABLE PEAKS 14 BERARD DR SOUTH BURLINGTON VT 05403 14 BERARD DR SOUTH BURLINGTON VT 05403 1810-02040 MUNSON EARTH MOVING CORP C/O SOUTH BURUNGTON REALTY CO PO BOX 2204 SOUTH BURLINGTON VT 05407 2040 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-01801 O'BRIEN BROTHERS LLC C/O R L VALLEE INC 280 SOUTH MAIN STREET ST ALBANS VT 05478 1801 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-01855 O'BRIEN BROTHERS LLC C/O O'BRIEN BROTHERS AGENCY 1855 WILLISTON ROAD SOUTH BURLINGTON VT 05407 1855 WILLISTON RD SOUTH BURUNGTON VT 05403 062MG001 OLTEANU FLORIN & SVETLANA 1 ELIZABETH ST SOUTH BURLINGTON VT 05403 1 ELIZABETH ST SOUTH BURLINGTON VT 05403 1280-00015 PALMER ALAN D & CHRISTINE L 5576 DORSET STREET SHELBURNE VT 05482 15 PALMER HGTS SOUTH BURUNGTON VT 05403 0020-01235 PMP REALTY LLC PO BOX 600 GARDINER ME 04345 1235 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0010-01155 PROULX GERARD E & SUSAN F 1155 AIRPORT DR SOUTH BURLINGTON VT 05403 1155 AIRPORT DR SOUTH BURLINGTON VT 05403 0200-00029 QUARRY POINT PROPERTIES LLP 29 _ BERARD DR SOUTH BURLINGTON VT 05403 29 BERARD DR SOUTH BURLINGTON VT 05403 2000-HA�1 RDT AVIATION, INC C/O TOM WEAVER 25 PINECREST DRIVE ESSEX JUNCTION VT 05452 41 AIRPORT BURUNGTON SOUTH BURLINGTON VT 05403 1200-00005 ROONEY WALDEN J & DARLA A 5 MOUNTAIN VIEW BLVD SOUTH BURLINGTON VT 05403 5 MOUNTAIN VIEW BLVD SOUTH BURLINGTON VT 05403 181 p-04016 S M S REALTY PARTNERSHIP 4016 WILLISTON RD SOUTH BURLINGTON VT 05403 4016 WILLISTON RD SOUTH BURUNGTON VT 05403 1800.00420 _ SCR GENEVA B 420 WHITE ST SOUTH BURLINGTON VT 05403 420 WHITE ST SOUTH BURUNGTON VT 05403 75u rspaup,r ng= eunvgromReopen Hm— H—InO nAwNU Aouners use Heviseo iwaiono nsl eouners 0 5 { AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATERSHED MANAGEMENT DIVISION MAIN BUILDING, SECOND FLOOR ONE NATIONAL LIFE DRIVE MONTPELIER, VERMONT 05620-3522 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC COMMENT PERIOD: August 2, 2013 - September 3, 2013 PERMITTEE INFORMATION PERMITTEE NAME PERMITTEE ADDRESS: PERMIT NUMBER: PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary City of Burlington, Burlington International Airport 1200 Airport Drive, #1 South Burlington, VT 05403 3028-INDS.3 EJ96-0386 RECEIVING WATER: Groundwater contiguous with the Potash Brook watershed EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to the City of Burlington, Burlington International Airport for the discharge of stormwater runoff from the Aircraft Sewage Receiving Station located in South Burlington, Vermont to groundwater contiguous with the Potash Brook watershed. The means of treatment includes an underground infiltration trench system. TENTATIVE DETERMINATIONS The Secretary has determined that the permitted discharges satisfy Vermont's Anti -degradation Policy provided in Section 1-03 of the Vermont Water Quality Standards and the Department of Environmental Conservation's Interim Anti -degradation Implementation Procedure because the applicant has demonstrated how the proposed development will implement practices and offset projects as necessary to ensure water quality is maintained in receiving waters. In particular, the applicant has demonstrated how the proposed development will implement appropriate best l management practices (BMPs) designed in accordance with the requirements of the Vermont Stormwater Management Manual, Volume I and as necessary offset projects in accordance with Chapter 22: Stormwater Management Rule for Stormwater-Impaired Waters. These BMPs and offset projects where necessary will manage and mitigate the proposed stormwater discharge from the project such that no lowering of water quality is expected to occur in the receiving waters. FURTHER INFORMATION For information on the application, access to related documents, including the draft permit, the Vermont Water Quality Standards (including § 1-03 Anti -degradation Policy) or the Vermont Stormwater Management Manual, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Watershed Management Division Main Building, Second Floor Montpelier, VT 05620-3522 Telephone: 802-828-153 5 Copies, obtained by calling (802) 828-1535, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC INFORMATIONAL MEETINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) September 3, 2013, by the Agency of Natural Resources, Department of Environmental Conservation, Watershed Management Division, Stormwater Management Program, Main Building, Second Floor, One National Life Drive, Montpelier, Vermont 05620-3522 or send via email to anr.wsmdstormwatercomments@state.vt.us. If sending by mail, the permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. If sending by e-mail, the permit number should appear on the subject line. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public informational meeting to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a meeting is warranted. A public informational meeting will be held if there is a significant public interest (including the filing of requests or petitions for such meeting) in holding such a meeting. RIGHTS TO 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 the permit. Renewable Energy Projects — Right to Appeal to Public Service Board Any appeal of this decision must be filed with the clerk of the Vermont Public Service Board pursuant to 10 V.S.A. §8506 within 30 days of the date of this decision. The appellant must file with the Clerk an original and six copies of its appeal. The appellant shall provide notice of the filing of an appeal in accordance with 10 V.S.A. §8504(c)(2), and shall also serve a copy of the Notice of Appeal on the Vermont Department of Public Service. For information, see the Rules and General orders of the Public Service Board available on line at www.psb.vermont.gov. The address for the Public Service Board is 112 State Street Montpelier, Vermont 05620-2701 (Tel. #802-828-2358). All Other Projects —Right to Appeal to Environmental Court 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.vermontjudiciar�org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). David K. Mears, Commissioner Department of Environmental Conservation r southburfington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Ray Belair, Administrative Officer Paul Conner, Director of Planning & Zoning HEARING DATE. August 20, 2013 Cc: City of Burlington / Burlington International Airport, Applicant Re: #SD-13-11 and #SD-13-18 Preliminary Plat Application #SD-13-11 Final Plat Application #SD-13-18 1150 Airport Drive At a July 30th special meeting, the Board voted to reopen preliminary plat application #SD-13-11 and final plat application #SD-13-18 of City of Burlington/Burlington International Airport for a planned unit development to construct a 711 sq. ft. sewage receiving facility, 1150 Airport Drive. This action was taken in response to a request to reopen the application due to a concern with condition #6 of the decision which reads as follows: "The applicant shall not conduct operations at the building between the hours of 7 PM to 7 AM". In requesting the reconsideration the applicant stated the following: "The Airport's concern is that the sewage receiving portion of this project must be operational24 hours per day/7 days per week to satisfy the U.S. Food and Drug Administration who has mandated this project. The language in condition #6 could be interpreted to preclude operation of the entire facility between 7 PM and 7 AM and we need to clarify this restriction applies only to operation of the trash compactor and to hours of construction. Time is of the essence in completing this project before winter and the Airport appreciates the DRB's efforts in clarifying this issue as quickly as possible allowing the project to move forward". Recommendation Staff recommends the removal of this condition as there is no authorization in the Land Development Regulations to allow the Board to limit the hours of operation of any use. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846 4101 www.sburl.com Page 1 of 2 ray From: Leinwohl, Jon Don.leinwohl@stantec.com] Sent: Tuesday, July 23, 2013 1:24 PM To: ray; mark@rhbpc.com; Paul Conner Cc: Cathyann LaRose; Heather Kendrew (hkendrew@btv.aero); Robert McEwing Subject: RE: Burlington Airport - Sewage Receiving Station SD-13-11 & SD-13-18 Ray, On behalf of the Airport, I am hereby requesting that the DRB reopen the hearing for the above referenced applications to clarify condition #6 in their July 16, 2013 decision. The Airport's concern is that the sewage receiving portion of this project must be operational 24 hours per day/ 7 days per week to satisfy the U.S. Food and Drug Administration who has mandated this project. The language in condition #6 could be interpreted to preclude operation of the entire facility between 7 PM and 7 AM and we need to clarify this restriction applies only to operation of the trash compactor and to hours of construction. Time is of the essence in completing this project before winter and the Airport appreciates the DRB's efforts in clarifying this issue as quickly as possible allowing the project to move forward. Thank you, Jon Leinwohl From: ray [mailto:ray@sburl.com] Sent: Monday, July 22, 2013 1:45 PM To: Leinwohl, Jon; mark@rhbpc.com; Paul Conner Cc: Cathyann LaRose; Heather Kendrew (hkendrew@btv.aero); Robert McEwing Subject: RE: Burlington Airport - Sewage Receiving Station SD-13-11 & SD-13-18 Hi Jon, We believe that it would be inappropriate for Mark to respond to your request as this would constitute an ex parte communication. In addition, he is only one of seven members and would not necessarily represent the opinion of the Board. Should you wish to request the Board to reopen this hearing, please let us know as soon as possible and we will try to process the request as soon as we can. 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: Leinwohl, Jon rmaiIto: jon.lei nwohl@stantec.com] Sent: Monday, July 22, 2013 11:42 AM To: mark@rhbpc.com Cc: ray; Cathyann LaRose; Heather Kendrew (hkendrew@)btv.aero); Robert McEwing Subject: Burlington Airport - Sewage Receiving Station SD-13-11 & SD-13-18 7/23/2013 Page 2 of 2 Mr. Behr, Regarding the July 16, 2013 Finding of Facts and Decision for the above referenced applications, Finding of Fact #8 states that "To mitigate against noise of the trash compaction unit, the applicant has indicated they will construct a poured concrete wall and not conduct operations at the building between the hours of 7 PM to 7 AM." Based on information provided by the applicant and discussions at the Preliminary and Final Hearings, it is the Airport's understanding and intent that the referenced time restriction applies to the hours of operation of trash compaction unit only, and not of the sewage receiving operation. The Airport Management hereby requests your concurrence that this interpretation is correct, and that the language in item #6 of the Decision is intended to restrict the hours of operation of trash compaction unit only between the hour of 7 PM to 7 AM, and does not apply to operation of the sewage receiving operations at the new facility. In accordance with the U.S. Food and Drug Administration Investigator, Richard Hapke who has mandated the construction of the Aircraft Sewage Collection Facility, the Airport must provide facilities to dispose of aircraft wastes 24/7 and cannot be restricted or it will create a public health hazard. Thank you, Jon Leinwohl, PE Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403 Ph (802) 864-0223 Ext. 110 Fx (802) 864-0165 Cell: (802) 324-8626 ion.leinwohl(c stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. (�O Please consider the environment before printing this email. 7/23/2013 401 soutL�� PLANNING & ZONING July 18, 2013 Heather Kendrew Burlington International Airport 1200 Airport Drive, #1 So. Burlington, VT 05403 Re: Preliminary & Final Plat Approval #SD-13-11 & #SD-13-18 — 1150 Airport Road Dear Ms. Kendrew: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on July 2, 2013 (effective 7/16/13). 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 recordingfee by January 10, 2014) or this approval is null and void. If you have any questions, please contact me. "J.elair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 5440 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Project Review Sheet — City of South Burlington 1. Application # �b- 13 - /1 Eb -13 - /A 2. Street address & Project Name ( ve- Sewo qc i -ela-iiak-N 3. Type of Review (J rI, r& C I 4. DRB initial meeting date "Z '/.3 Additional Dates: 5. Lead Planning staff person to perform review ba rl 6. Second staff reader 7. Other departments to Review: Staff person responsible Fire: Y Date Provided: DPW: Y Date Provided: 8. Meeting with applicant on questions? 9. Staff notes complete by: Date review needed back: Date review needed back: Last revised 6/3/2013 I I The Other Paper • www.otherpapervt.com • June 13, 2013- 9 Page 19 ....._...... . .:... . .............. ..................... ...... _._ ..................... _............................................................................................................. ............ ...... ..._.._................................................... 0• - ssifieds, Publ*lc ptec,s n pd' . iirxg;:3tv�ev�tc�rl� i+i)uleh, . �ecl �use�deard ate=, , . i attenfib n to � . Ifwre rail S �i�� , t#1fiT1~; ►r � 13€i��9�52fiQ . . Key start with charging unit. e cutting height adjustment. :atcher bag. Originally $275, .50. Remington Telescoping c chainsaw/polesaw. Less year old. Telescopes to 12'. 35; selling for $100.865-0434. ABINET: 4 drawer, beige. $20. 40. (05/30) 4: With cover. $35. 489-5040. CLUBS: Ping G-2 graphite i,6,7,8,9, plus wedge and sand Excellent condition. Golf bag ad. $150.863-0083. (06/06) Pre-1850 church pew (78"), 1940s black Persian lamb (size 6-8), $45. bread/cake $20. Two wooden children's $20. black/stenciled antique •ocker, $45. Round, tan plastic I chairs (38"), $5kCar/bike• 40.15" Circular floor fan, $30. c putting system, $10. 862- (06/ 13) ;: Circular Saw with case, $45. Chest, 39" x 19", $65. Window )nditioner, 5200 BTU, $70. vay cot, $15. 3 Twin Bed sets, -ondition, (one with head/ )arils, one w/ new mattress), 10 each. 864-5879. (05/30) 5: Weber outdoor charcoal r, $30. Crook neck desk lamp, )range hunting outfit, jacket ants, size large, $25. Garden -eel, $20.865-3308. (06/13) ': 2 Quarts Indoor, U1traWhite, int plus primer in one., Clark ngton. $5 each. 658-1636. : Above ground 24' round pool d accessories. Dough -boy, very condition. 1000-OB .922- 1-1 11 ROCKING CHAIR: Antique, solid wood. $75.489-5040. (05/30) STOVE: GE Glasstop Stove in good ":,•' condition. Great for home or camp. ,'- . • , : ' '." . % : ' ' =..;± F ::.: Approximately-8 years old; asking '{ p ij Puri fin" eV vl it tt lg h Itt,hJ : ' $100. 578-0342. (06/13) :�ubfi�ttsa�irl� In'tl�:pt�ftt=�u�btgtc�r �it��latlarrtferen+�- : , - , „ Raam4. 5 'S AortsBt t; l 1�.!Vent.Ort.Ju1Y2,•� , TIRES:2 Bridgestone Blizzak" snow . ; �00 P.M" to"Sider' ' tires. Tubeless radials 215/60R16. _ - - Used one season. Both for $75.2 BF Goodrich Slalom snowtires: Both for' p �1t $50, 865-0434. (06/06) irfi ftih " 8 dtiC M1C1t tt1 . .. � { :construct a 7,11 sq. ft. s�vir�e r�rii� �aality, "�1�©�girpcart WINDOW FAN: Dual fan unit. $20. i>M6." `V " " 860-4766. (06/ 13) r:. , ` " ` ' ^ ; :; : ; • 2 ' F'.r40m nary ilR tnal plat - ali4�w11 osb-1 a-19 Of PiZZagalli WOODWORKING POWER TOOLS: Prn0r(i0s,1LC fora planned .Uftit d"optl€ ot.consisfing Triton TRC001 3-1/4-hp Precision = ; 6f. 1}'rhtirig1hree. 3), hotel buildlOgs, And 2} opnstructing a Router $200.-Veritas Table Top, a1 280': ,,' 3-sfory oral o� building with of�stle park~ Fence, Work Hold -Down Sled;Sh[ilUrrtgad . Stand, accessories and bits $400. In- finity 3-Pc. Ultimate Joinery Router Bit Set With Setup Blocks $100.York- Mark Behr, chi trman ' craft 6-in. JointerYC-6J $200. lightly South Burlington Develop"ht Review Board used (nothing over 5-10 hours total), purchased in the last 5-6 years. Will Copies of the apolieations are aVailable for, public ftoectiom of consider a discounted price if taking " the'gouth Burlington City Halt. ParticipaEtiorf in the 10001 prop all the above. 734-9931. (06/13) ceeding,"i5 a pri0equisits to the right to t ke any subsequent app,�al, 1998 VW Passat GLS, dark green sedan, turbo engine, with 185,000 miles. Newtiming belt, front brakes, exhaust, oil changed every 3,000. Blue book value is $1500, asking $1200. Email hoveywhite@gmail. com to see. (05/30) 2008 Volvo X-C AWD Wagon. Blue with beige leather interior. Extended warranty, excellent condition. 57,500 miles. One owner. New tires, blue - tooth, sunroof. $22,500. Call 372- 5596. (06/06) SAILBOAT: Thistle Class Sailboat,17 feet. #2487 by Douglas & McLeod. Fast racing/daysailer with planing hull. Harken race -equipped, alu- minum spars, newer centerboard, Elvstrom bailers and transom bail- ers, 2 mains, 2 jibs (always rolled, not folded), 1 spinnaker, compass. Freshly painted, teak wood trim. In- cludes trailer. Stored inside in winter. $2700. 863-2136 or email curtjw@ aol.com. (06/06) %ither per. ` Deadli ne 1<S Thursday one ._ .. June 13; 2043 ; ass orm A service for South Burlington residents. Please Check One Below ❑ Free Ad: Ads from South Burlington residents for ITEMS FOR SALE, FREE ITEMS, TAG SALES, WANTED ITEMS, FOUND ITEMS, LOST ITEMS and VEHICLES FOR SALE will be printed for 2 weeks free of charge, on a space available basis. , ❑ Paid Ad: BUSINESS, SERVICE, REAL ESTATE FOR SALE or REAL ESTATE FOR RENT ads cost $20 perweek. Make checks payable to The Other Paper and mail to the address listed at the bottom of this form. week(s) @ $20/wk = $ (please submit -this amount) Ad1nf*rtrh tlori'(Wwords-appliobtepayment` must be recc!IJ feq by our'THURSDAKNOOR dea4lne is be Included in the current issuq ; Name, address and phone are required for residency verification. Name: Phone Number: - Address: Advertisement: (50 words or less) CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 13th day of June, 2013, a copy of the foregoing public notice for City of Burlington, Burlington International Airport, for a planned unit development to construct a 711 sq. ft. sewage receiving station facility, 1150 Airport Drive # [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: Ray Belair, Administrative Officer List of recipients: (full names and addresses) See attached list Dated at South Burlington, Vermont, this 13th day of June, 2013. Printed Name: Jon Leinwohl Phone number and email: 802-864-0223, extension 110, jon.leinwohl a,stantec.com Signature: Date: June 13, 2013 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate ofSemce Form Rev. 1-2012 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 '" ske 5 southb-tiri legit on PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on July 2, 2013 at 7:00 P.M. to consider the following: 1. Final plat application #SD-13-18 of City of Burlington/Burlington International Airport for a planned unit development to construct a 711 sq. ft. sewage receiving facility, 1150 Airport Drive. 2. Preliminary & final plat application #SD-13-19 of Pizzagalli Properties, LLC for a planned unit development consisting of: 1) razing three (3) motel buildings, and 2) constructing a 31,280 sq. ft. 3-story general office building with off -site parking, 462 Shelburne Road. Mark Behr, Chairman South Burlington Development Review Board 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. June 13, 2013 575 Dorset Street South Burlington, VT 05403 tel 802 846 4106 fax 802.846 4101 www sburl corn Use Avery® Template 516040 3000 WILLISTON RD LLC C/O FREDERIC LOWEA 1852 TEXAS HILL ROAD HINESBURG, VT 05461 A & C REALTY LLC C/O OMEGA ELECTRIC CONSTRUCTION CO. 25 OMEGA DRIVE WILLISTON, VT 05495 AIRPORT REALTY FBO AVCENTER 1130 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 ATLANTIC TELEMETRY INC PO BOX 1660 WILLISTON, VT 05495 I AVIATRON INC (US) 25 CUSTOMS DRIVE SOUTH BURLINGTON, VT 05403 BARRY BRUCE 1907 WILLISTON RD SOUTH BURLINGTON, VT 05403 BRADY GEORGE J C/O MERCHANTS TRUST CO PO BOX 8490 BURLINGTON, VT 05402 BURLINGTON CITY OF BURLINGTON INTERNATIONAL AIRPORT 1200 AIRPORT DRIVE #1 SOUTH BURLINGTON, VT 05403 CALKINS FAMILY LIMITED PARTNERSHIP 1835 SPEAR STREET SOUTH BURLINGTON, VT 05403 DALTON WILLIAM D SR. TRUSTEE 1383 AIRPORT DR SOUTH BURLINGTON, VT 05403 nano along sine liei Feed Paper 0* expose Pop-up Edger" j 3065 WILLISTON RD LLC 3069 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON, VT 05403 ARRANTS STEPHEN P JR 137 COUNTRY CLUB DR EAST SOUTH BURLINGTON, VT 05403 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 PETERSON TERRACE SOUTH BURLINGTON, VT 05403 AYER PATRICK BRIAN MASLACK AYER TERESE PO BOX 9451 SOUTH BURLINGTON, VT 05407 BELTER JOHN H JR & JOYCE N 2 COUNTRY CLUB DR EAST SOUTH BURLINGTON, VT 05403 BRUSOE ALAN L SOUTIERE ANN M. 11 MAYFAIR STREET SOUTH BURLINGTON, VT 05403 BURT RUSSELL & KAREN L 141 COUNTRY CLUB DR EAST SOUTH BURLINGTON, VT 05403 CHOINIERE PROPERTIES LLC 17 HARBOR WATCH ROAD BURLINGTON, VT 05401 DEEDS EDWARD A CONVERSE BAY ROAD CHARLOTTE, VT 05407 U AVERY® 51I600 I 3069 WILLISTON ROAD LLC 3069 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 ADAMS RONALD C & RUTH A 1083 AIRPORT DR SOUTH BURLINGTON, VT 05403 ASHTON THERESA & MICHAEL 1195 AIRPORT DR SOUTH BURLINGTON, VT 05403 AUTOMASTERS MOTOR CO INC ROUTE 7 SHELBURNE, VT 05482 BARNIER SCOTT & BARBARA 20 JACKSON STREET ESSEX JUNCTION, VT 05452 BOARDMAN WILLIAM M & CYNTHIA D 42 LOGWOOD ST SOUTH BURLINGTON, VT 05403 BURLINGTON CITY OF HERTZ CORP 225 BRAE BOULEVARD PARK RIDGE, NJ 07656 CALKINS FAMILY LIMITED PARTNERSHIP 1835 SPEAR STREET SOUTH BURLINGTON, VT 05403 CLIFTON DAVID L & MARY W PO BOX 9476 SOUTH BURLINGTON, VT 05407 DEMERS DENNIS R 958 WEBSTER ROAD SHELBURNE, VT 05482 11ti4uettes faciles a peler ; , Repliez b la hachure afin de ; www.averl6com Utilisez le aabarit AVERY® 51600 Sens de rPvAprfors-hnrdPnn-iinMc 1-900-GO-AVERY Lear raw$ aQuala / 9se Aver® Template S160e DESARNO DAVID C TRUST • 4 LADD POINT ROAD GRAND ISLE, VT 05458 DUNN, DAWN CHAMPION PAUL R 24 LOGWOOD ST SOUTH BURLINGTON, VT 05407 FARGNOLI ASSOCIATES LLC 485 KIMBERLY DRIVE MELBOURNE, FL 032940 FONTAINE PAUL A & KIMBERLY A 133 COUNTRY CLUB DR EAST SOUTH BURLINGTON, VT 05403 I GIRARD DANIEL E 11 HEATH STREET SOUTH BURLINGTON, VT 05403 HOBBS JAMES E & SHERRIE L 16 LOGWOOD ST SOUTH BURLINGTON, VT 05403 JTG HOLDINGS LLC II 272 WINDMILL BAY SHELBURNE, VT 05482 LACEYS INC. 2000 WILLISTON RD SOUTH BURLINGTON, VT 05403 LEISURE WORLD INC 1245 AIRPORT PKWY SOUTH BURLINGTON, VT 05403 11 MANAZIR THEODORE & CHRISTINA 129 COUNTRY CLUB DR EAST SOUTH BURLINGTON, VT 05403 AL uena along ane w r Feed Paper expose Pop-up Edge«" A DOERING ROBERT W & LORRIE M 1089 AIRPORT DR SOUTH BURLINGTON, VT 05403 EMMONS ROGER A & ANNA M 1085 AIRPORT DR SOUTH BURLINGTON, VT 05403 FEDERAL EXPRESS CORP PROPERTY TAX DEPARTMENT 3630 HACKS CROSS ROAD, BUILDING C 3RD FLOOR MEMPHIS, TN 38125-8800 GARNEAU RYAN & KATHRYN 34 LOGWOOD ST SOUTH BURLINGTON, VT 05403 HENNIGAR HOLDINGS LLC 805 EAST HILLSBORO BOULEVARD DEERFIELD BEACH, FL 33441 INVESTORS CORP OF VT 30 MAIN STREET, SUITE 401 BURLINGTON, VT 05407 KRUGER REBECCA B, DOUGLAS B 1233 AIRPORT DR SOUTH BURLINGTON, VT 05403 LANDVATER DARRYL V OLIVER WIGHT CO 85 ALLEN MARTIN DRIVE ESSEX JUNCTION, VT 05407 LNP INC 300 CORNERSTONE DRIVE WILLISTON, VT 05495 MOVABLE PEAKS 14 BERARD DR SOUTH BURLINGTON, VT 05403 U AVERY® s1160w i DUHAMEL YVETTE 1 30 LOGWOOD ST SOUTH BURLINGTON, VT 05403 ENTERTAINMENT UNLIMITED LLC 20 BISBEE ROAD VERGENNES, VT 05491 FELBER MICHAEL 22 LOGWOOD ST SOUTH BURLINGTON, VT 05403 GARVEY EDWARD W & PATRICIA G 44 DUMONT AVE SOUTH BURLINGTON, VT 05403 HENRY MAUREEN C C10 THE MEDICAL STORE LTD 1225 AIRPORT PARKWAY SOUTH BURLINGTON, VT 06403 JOST INVESTEMNTS LLC 69 COLLEGE STREET BURLINGTON, VT 05401 LNPINC 25 OMEGA DRIVE WILLISTON, VT 05495 LAPLANTE BERNARD J 1181 AIRPORT DR SOUTH BURLINGTON, VT 05403 MAILLE GEORGE A JR & CHARLENE 38 LOGWOOD ST SOUTH BURLINGTON, VT 05403 MUNSON EARTH MOVING CORP CIO SOUTH BURLINGTON REALTY PO BOX 2204 SOUTH BURLINGTON, VT 05407 10.1iouettes faciles A peler ; A Replier b la hachure afin de ; www.avery.com llfiliees to nai��rif AilFRVe c4GAe r Sens de rd�.6iae Iw rohnrr/ Ynn,��nMC l 1-800-GO-AVERY cloy revv- LdUM '\ tse AvervO Template 516019 d O'BRIEN BROTHERS LLC C/O R. 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ALBANS, VT 05478 PALMER ALAN D & CHRISTINE L 5576 DORSET STREET SHELBURNE, VT 05482 QUARRY POINT PROPERTIES LLP 29 BERARD DR SOUTH BURLINGTON, VT 05403 S M S REALTY PARTNERSHIP 4016 WILLISTON RD SOUTH BURLINGTON, VT 05403 4 SHAND ROBERT M 5 ETHAN ALLEN DR SOUTH BURLINGTON, VT 05403 A Bend along line to I Feed Paper � expose Pop-up Edgevm i O'BRIEN BROTHERS LLC C/O O'BRIEN BROTHERS AGENCY 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05407 PMP REALTY LLC PO BOX 600 GARDINER, ME 04345 RDT AVIATION, INC C/O TOM WEAVER 25 PINECREST DRIVE ESSEX JUNCTION, VT 05452 SCRIGGINS GENEVA B 420 WHITE ST SOUTH BURLINGTON, VT 05403 SHELBURNE SHIPYARD PO BOX 610 SHELBURNE, VT 05482 SHEPARD GARY F & BETTY JOAN SHIP SEVIN LLC 1 PATRICK ST C/O KEVIN SPILLANE SOUTH BURLINGTON, VT 05403 334 TAMARACK SHORES SHELBURNE, VT 05482 ST JOHN VIANNEY HOME ASSN C/O KNIGHTS OF COLUMBUS PO BOX 9214 SOUTH BURLINGTON, VT 05407 THIBAULT LEONARD E THIBAULT DOROTHY F 1184 REYNOLDS ROAD ST. ALBANS, VT 05478 TRI-D III LLC 156 Acorn Ln, Suite 109 COLCHESTER, VT 05446 SUBURBAN VT PROPERTY ACQUISITIONS LLC 240 ROUTE 10 WEST WHIPPANY, NJ 07981 TILLEY FRANCES R 1141 AIRPORT DR SOUTH BURLINGTON, VT 05403 WETHERBEE WILLIAM F & MICHAEL 467 DEPOT ROAD COLCHESTER, VT 05446 I WINOOSKI VALLEY PARK DISTRICT WOOD WARREN W & EVELYN R ETHAN ALLEN HOMESTEAD 35 CRESCENT BEACH DRIVE BURLINGTON, VT 05401 BURLINGTON, VT 05708 kinuettes. faciles 6 peler A Repliez 8 la hachure ahn de ' ! Wli— !a nal+—+ nvxovo Slane Sens de .,c..af,.. 1, ...e....4 e,._ ..,,imt i AVERYD 54601� OLTEANU FLORIN 8 SVETLANA 1 ELIZABETH ST SOUTH BURLINGTON, VT 05403 PROULX GERARD E & SUSAN F 1155 AIRPORT DR SOUTH BURLINGTON, VT 05403 ROONEY WALDEN J & DARLA A 5 MOUNTAIN VIEW BLVD SOUTH BURLINGTON, VT 05403 SEAFOXINC 443 GOVERNORS LANE SHELBURNE, VT 05482 SHELBURNE SHIPYARD PO BOX 610 SHELBURNE, VT 05482 SOUTH BURLINGTON REALTY COMPANY LLC C/O SOUTH BURLINGTON REALTY 55 SHUNPIKE ROAD SOUTH BURLINGTON, VT 05407 SWEET LEIGH M & ELLEN F 148 COUNTRY CLUB DR EAST SOUTH BURLINGTON, VT 05403 TIMBERLAKE ASSOCIATES WALTER E SIMENDINGER 32 SAN REMO DRIVE SOUTH BURLINGTON, VT 05403 WILLARD MALCOLM 699 NOB HILL ROAD WILLISTON, VT 05495 www.averycom s,.ann.rn_e%icov Job: Type: Notes: Wel 120 LINE LED Page 1 of 4 121 LED Performance Sconce - Generation 2 The Philips Gardco 121 LED Performance Sconce provides an energy efficient, architecturally pleasing _ solution for wall mount applications. The sloped surface ribs of the die cast aluminum housing create o a distinctly unique aesthetic element, and perform important functions in the Philips Gardco thermal management system, 121 Generation 2 luminaires feature high performance Class 1 LED systems. The high performance LED optical systems produce full cutoff performance, minimizing glare and light trespass, 4j Philips Gardca's LED technology provides maximized light output and maximum energy savings. PREFIX OPTICAL SYSTEM LED WATTAGE LED SELECTION VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note, Philips Gardco reserves the right to refuse a configuration Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. PREFIX OPTICAL SYSTEM «�- 121 121 LED Performance Sconce - Constant Wattage / Full Light Output 2 Type 2 All optical systems are supplied with a clear glass 121-MR 121 LED Performance Sconce - Motion Response r 3 Type 3 lens standard.A Diffuse Lens (DL) option is available, 121-DIM 121 LED Performance Sconce - 0 - 10V Dimming 4 Type 4 See OPTIONS on Page 2. 121-APD 121 LED Performance Sconce -Automatic Profile Dimming MT Medium Throw 121-DCC 121 LED Performance Sconce - Dual Circuit Control LED WATTAGE AND LUMEN VALUES Singfe LED Array Wattoges, Avoilable>t f • i Only ED� rs��Ett �refitiirigle'LED.Array l,Eb1Quaptity - LED-zuasi ,� , Selection TYPE 2 TYP,E 3-- GYP, f . MT 1 OLA 18 350 16 NW 1,298 (s) 1,324 (s) 1,148 (s) 1,568 (s) 26L 226 530 16 NW 1,817 (s) 1,849 (s) 1,745 (s) 2,178 (s) 35LA-700 36 700 16 NW 2„373 (s) 2,401 (s) 2,273 (s) 2,792 (s) 3SLA-350 35 350 32 NW 2,596 7-647 2,496 3.135 SOLA 52 530 32 NW 3,634 3.698 3,490 4,356 7SLA 72 700 32 NW 4,745 4,801 4,546 5,584 DuGI LED AiroyWottages, Ave Average LED LED Q't)anuty - I Absolute L Luminalre Initia� umeit;• Ordering an Current System pgai,LEDArrays LED - Per'LED • Total ' TYPE 2 TYPE 3 TYPE'4 MT Code (mp') Selection Array LEDs 3SLA-2 35 350 16 32 NW 2,596 2,647 2,496 3,135 SOLA-2 52 1 530 16 32 NW 1 3,634 3,698 3,490 4,356 75LA-2 1 72 1 700 16 32 NW 4,745 41801 4,546 5,584 1. Wattage may vary by +/- 8 G due to LED manufacturer forward volt specification and ambient temperature. Wattage shown is average for 120V through 277V input Actual wattage may vary by an additional +1- 10% due to actual input voltage. 2- Values shown are for luminaires without the DL option. Tests are in process for configurations not shown- "(s)" following the value Indicates that values are scaled from tests on similar, but not identical luminaire configurations. Contact Gardco applications@ philips.com if any approximate estimates are required for design purposes. Lumen values based on tests performed in compliance with IESNA U4-79 1611 Clovis Barker Road, San Marcos,TX 70666 (800) 227-07S8 (512) 753-1000 FAX: (512) 753.7855 sitelighting.com © 2012 Koninklilke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. G200-037/1012 PHILIPS 09 GARDCO a 120 LINE LED Page 2 of 4 121 LED Performance Sconce - Generation 2 LED SELECTION VOLTAGE CW Cool White - 5700°K - 75 CRI Nominal UNIV Accepts 120V through 277V input, 50hz to 60hz. NW Neutral White - 4000°K - 70 CRI Nominal 347 347V - Requires Extended Back Box, which is provided standard. WW Warm White - 3000'K - 80 CRI Nominal Requires and includes auxilliary transformer mounted in Extended Back Box. FINISH OPTIONS BRP Bronze Paint F Fusing (Provide specific inpout voltage) 3 Not ovagable with Fusing (F) option BLP Black Paint DL 5olitee Diffusing Glass Lens (Reduces performance significantly) DCC luminaires require one (1) surge WillWhite Paint — 311, PCB protector per circuit Button Type Photocontrol (Provide specific inpout volage) NP Natural Aluminum Paint --- 0 WS Wall Mounted Box for Surface Conduit (Rear entry permitted) BGP Beige Paint EBB Extended Back Box (Provided standard with 347V luminaires) OC Optional Color Paint SPRs Surge Protection 120V thru 277V Input meeting ANSI C62.41.2 Specify Optional Color or SPRH' Surge Protection 347V thru 480V Input meeting ANSI C62.41. 2 RAL ex: OC-LGP or OC-RAL7024 SC Special Paint Speciry. Must supply color chip DIMENSIONS With Extended Back Box (EBB) ORtion 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-785S sitelighting.com © 2012 Koninkli)ke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without notification as part of the company's continuing product improvement program. G200-037/1012 Mounting Plate I -( 3 1 /8" =1 i 0 7.94 cm Of 1 3/4" dia. 3 1/8 4.4 cm 0 7.94 o j Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 2.38" (6.03cm) above the luminaire bottom (lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. A = 1.49" 3.795 cm :m PHILIP5 CM GARDCO Z 120 LINE LED Page 3 of 4 121 LED Performance Sconce - Generation 2 LUMINAIRE CONFIGURATION INFORMATION 121-CWL: 121 LED sconce providing constant wattage and constant light output when power to the luminaire is energized. 121-MR: 121 LED sconce including a passive infrared (PIR) motion sensor capable of detecting motion within 30 feet of the 121 LED Sconce. The PIR sensor is mounted in the center of the luminaire, near the wall edge of the door frame, approximately 1.5" forward from the wall, and is less than .75" in diameter. When no motion is detected for 5 minutes, the Motion Response system reduces the wattage by 75%, to 25% of the normal constant wattage, reducing the light level accordingly. When motion is detected by the PIR, the luminaire returns to full wattage and full light output. The PIR sensor is capable of motion detection across a total angle of 102° from the center of the sensor (51 ° to either side of center.) The sensor may be adjusted directionally to maximize detection of motion to one side of the luminaire if desired based on site traffic patterns. PIR sensor provided is the Panasonic EKMB1203112. If the PIR sensor fails, the luminaire will operate in default -high mode. Motion sensors utilized consume 0.0 watts in the off state. Sensor Coverage Pattern 102' PIR Sensor WALL 121-DIM: 121 LED sconce provided with 0 -10V dimming for connection to a control system provided by others. 121-APD: Philips Gardco performance LED sconces with Automatic Profile Dimming are provided with the Philips DynaDimmer included.The DynaDimmer is factory programmed to go to 50% power, 50% light output two (2) hours prior to night time mid -point and remain at 50% for six (6) hours after night time mid- point. Mid -point is continuously calculated by the DynaDimmer based on the average mid -point of the last two full night cycles. Short duration cycles, and power interruptions are ignored and do not affect the determination of mid -point. APD Dimming Profile 2 Hours 6 Hours 100% 100% 50% 50% Power On Mid Point Power Off 121-DCC: 121 LED sconce provided with dual circuiting, and dual arrays, permitting separate switching of each led array. Available in LED wattages shown on Page 1 only. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 sitelighting.com © 2012 Komnklgke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. G200-037/1012 PHILIPS CM GARDCO 120 LINE LED Page 4 of 4 121 LED Performance Sconce - Generation 2 SPECIFICATIONS GENERAL: Each Philips Gardco 121 luminaire is a wall mounted full cutoff luminaire with integrated lensed LEDs mounted in a fixed array. Internal components are totally enclosed in a rain -tight, dust -tight and corrosion resistant housing.The housing, back plate and door frame are die cast aluminum. A choice of four (4) optical systems is available. Luminaires are suitable for wet locations, mounted in the normal downlight position. HOUSING: The single -piece stylized housing is die cast aluminum.A memory retentive gasket seals the housing with the door frame to exclude moisture, dust, insects and pollutants from the luminaire. A black, die cast ribbed backplate is included. IP RATING: Luminaires are rated IP66. DOOR FRAME: A single -piece die cast aluminum door frame integrates to the housing form.The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. OPTICAL SYSTEMS: Philips Gardco 121 Generation 2 LED luminaires utilize lensed LED arrays set to achieve IES Type II, Type III, and Type IV distributions, as well as a Medium Throw distribution. Individual LED arrays are replaceable. Luminaires feature high performance Class 1 LED systems. Luminaires are supplied standard with a clear glass lens. ELECTRICAL: Luminaires are equipped with an LED driver that accepts 120V through 277V, 50hz to 60hz, input Driver output is either 350 mA, 530 mA or 700 mA, based on the LED wattage selected. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600VAC at 302°F/150°C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. Power factor is not less than 90%. Luminaires consume 0.0 watts in the off state. LED THERMAL MANAGEMENT: The 121 design provides deep integral thermal radiation fins cast into the upper housing to assist in the thermal management so critical to long LED system life. Metallic screens are placed over the fins and integrated to the housing to prevent the buildup of dust, dirt and contaminants, while permitting required air flow for cooling LED PERFORMANCE: PREDICTED LUMEN DEPRECIATION DATA' Ambient Temperature 'C Driver mA L Hourss 70 25 °C 350 mA 180,000 530 mA 150,000 700 mA 120,000 40 °C 350 mA 170,000 530 mA 130,000 700 mA 100,000 4 Predicted performance derived from LED manufacturers data and engineering design estimates, based on IESNA LM-80 methodology Actual experience may vary due to field application conditions 5 Lra is the predicted time when LED performance depreciates to 70% of initial lumen output FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige (BGP). Consult factory for specifications on custom colors. LABELS: All luminaires bear either UL or CUL (where applicable) Wet Location labels. WARRANTY: Philips Gardco luminaires feature a 5 year limited warranty. Philips Gardco LED luminaires with LED arrays feature a 5 year limited warranty covering the LED arrays and LED drivers. See Warranty Information on www.sitelighting.com for complete details and exclusions. FULL CUTOFF PERFORMANCE: Full cutoff performance means a luminaire distribution where zero candela intensity occurs at an angle at or above 90' above nadir .Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of 80° above nadir.This applies to all lateral angles around the luminaire. 1611 Clovis Barker Road, San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 sitelighting.com © 2012 Koninklilke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. G200-037/1012 PHILIPS 01 GARDCO Page 1 of 1 ray From: Leinwohl, Jon Bon. lei nwohl@stantec.com] Sent: Wednesday, June 12, 2013 11:54 AM To: ray Subject: Airport Sewage Station - Building Light Fixture Update Attachments: Cut Sheets for Gardco Exterior Building Lights.pdf Ray, As we finalized the sewage station design, the proposed building mounted exterior lights were changed to Philips Gardco 121 LED Performance Scone fixtures (see attachment) instead of the Cooper fixtures proposed in our application. The reason for the change is related to ease of fixture installation for this particular building application. Could you please review and confirm these are acceptable? Also, let me know if you need hard - copies of the attached information. Thanks, Jon Jon Leinwohl, PE Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403 Ph: (802) 864-0223 Ext. 110 Fx: (802) 864-0165 Cell: (802) 324-8626 jon.leinwohl@stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. ® Please consider the environment before printing this email. 6/12/2013 Prim".! k southhi-.. � tips 4 :. r PLANNING & ZONING Permit Number SD-- (office uke only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary Final PUD Being Requested? � Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 13, Page 271 3. APPLICANT (Name, mailing address, phone and fax#) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 4. CONTACT PERSON (Name, mailing address, phone and fax #) Heather Kendrew Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 Jon Leinwohl Stantec Consulting 55 Green Mountain Drive, South Burlington, VT 05403 Phone: (802) 864-0223 Fax: (802) 864-0165 a. Contact email address: Heather Kendrew: hkendrew@btv.aero; Jon Leinwohl: jon.leinwohl(&stantec.com 5. PROJECT STREET ADDRESS: 1150 Airport Drive, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 2000 OOOOC 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 (describe what you are proposing): Airline ground service operations at the Burlington Airport include collecting_ waste from aircraft lavatories and discharging this into the municipal sewer system. Under present conditions, airline ground crews unload sewage collection vehicles (lavatory carts) into an existing sewer manhole located air -side on the south terminal ramp_ This method of transferringsewage ewage form the ground vehicles to the manhole is subject to potential health and safety issues. The proposed project involves constructing a new sewage receivingfacility designed to better handle the transfer of sewage from ground vehicles to the municipal sewer system. The new facility will be an enclosed building that will house a macerator pump and provide year-round wash -down capabilities. The facility will enable lavatory cart operators to enter one end of the buildingthrough hrough an overhead door,• connect a discharge hose from the cart to the macerator pump to unload the sewage; and then exit through another overhead door at the opposite end of the building. The sewage will then flow to the municipal sewersystem via a gravity sewer line connected to an existing sewer service on Airport property. A water service with hose bib will be provided to enable wash -down inside the building. A floor drain will collect wash water and discharge this to the municipal sewer system after passingthrough an oil -water separator. The building will be a 21'-4" x 33'-4" one-story brick fascia structure with a flat roof pitched in one direction. It will be heated to a minimal temperature to preclude freezing. The project will also include a dumpster area located on the easterly side of the new building. An enclosed roll -off trash compaction unit and conventional recycle dumpster will occupy this site. These receptacles will be used for trash collected from aircraft and terminal operations The dumpster will be screened from view on Airport Drive by the new building and by chain link fence with slats or masonry walls on the north and south sides. Gates will be installed on the easterly end of the dumpster area. b. Existing Uses on Property (including description and size of each separate use): The site for the proposed sewage receiving and dumpster facility is located on the air -side of the security fence between the Eldridge Cemetery and the North Hangar (1150 Airport Drive). The area is presently used for parking light aircraft. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed 711 sq ft sewage receiving facility and dumpster area is sited to provide reasonable access to the Main Terminal Ramer and is beyond the limits of foreseeable air -side improvements. This area is available for theproposed use Three or four parking spaces for light aircraft will be eliminated by the project There is adequate existing parking elsewhere on the airfield to accommodate these airplanes. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed building: 711 sq. ft• There are no existing building within the protect area. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 13 ft f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees (existing and proposed, note office versus non -office employees): NA h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): NA Subdivision Application Form. Rev. 12-2011 5 i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. There is no subdivision associated with this project. The proposed facility will occupy land of the Owner/Applicant and the -new facility will remain under the ownership and operation of the Airport. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 942 acres / 41,033,520 sf (acres /sq. ft.) b. Building Coverage: Existing Unknown square feet Unknown % Proposed 711 square feet Unknown % c. Overall Coverage (building, parking, outside storage, etc): Existing Unknown Proposed Unknown square feet Unknown % square feet Unknown % d. Front Yard Coverage(s) (commercial projects only): Existing Unknown square feet Unknown % Proposed Unknown square feet No Change % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes � No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 28,000± SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 150,000 b. Landscaping: $ 4,500 (See attached planting list) (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site Work $165,000; Special Pumping Equipment $75,000; Contractor General Requirements $16,000 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): NA 13. PEAK HOURS OF OPERATION: The trash compactor hours of operation will be between 7:00 AM and 7:00 PM. The trash compactor roll -off unit and recycle dumpster will be picked -up between 7:00 AM and 7:00 PM. The sewage station may be operated at any time. 14. PEAK DAYS OF OPERATION: The trash compactor and sewage station maybe operated on any day of the week. It is anticipated that the trash compactor roll -off unit and recycle dumpster will be picked -up once per week. 15. ESTIMATED PROJECT COMPLETION DATE: December 31, 2013 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be p id to the C'ty at the t' e of submitting the application. See the City fee schedule for details. ,0�"'I J,� � _ NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of n ad'oini J g 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. Subdivision 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. SIGNATURE OF APPLICANT ATURE OF PROPERTY OWNED PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: omplete Incomplete istrative Officer �t,-t The applicant or permittee retains the obligation to identify, apply, for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 1 st day of May, 2013, a copy of the foregoing public notice for City of Burlington, Burlington International Airport, for a planned unit development to construct a 640 sq. ft. sewage receiving station facility, 1150 Airport Drive # [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: Ray Belair, Administrative Officer List of recipients: (full names and addresses) See attached list Dated at South Burlington, Vermont, this 1 st day of May, 2013. Printed Name: Jon Leinwohl Phone number and email: 802-864-0223, extension 110, jon.leinwohl(c/�stantec.com Signature: Date: May 1, 2013 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 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 southburlin,gton PLANNING & ZONING The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on May 21, 2013 at 7:00 P.M. to consider the following: 1. Preliminary plat application #SD-13-11 of City of Burlington/Burlington International Airport for a planned unit development to construct a 640 sq. ft. sewage receiving facility, 1150 Airport Drive. Mark Behr, Chairman South Burlington Development Review Board A copy of the application is 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. May 2, 2013 575 Dorset Street South Burlington. VT 05403 tel 802.946.4106 fax 802.846.4101 www.sburl corn r 3000 WILLISTON RD LLC 6065 WILLISTON RD LLC A & C REALTY LLC c/o Frederic Lowea 3069 Williston Rd c/o Omega Electric Construction 1852 Texas Hill Rd 25 Omega Drive Hinesburg, VT 05461 So. Burlington, VT 05403 Williston, VT 05495 ADAMS PAUL G 1215 Airport Pkwy So. Burlington, VT 05403 ARRANTS STEPHEN P JR 137 Country Club Dr Easy So. Burlington, VT 05403 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 Peterson Terrace So. Burlington, VT 05403 AYER PATRICK BRIAN MASLACK AYER TERESE PO Box 9451 So. Burlington, VT 05407 BELTER JOHN H JR & JOYCE N 2 Country Club Dr East So. Burlington, VT 05403 ADAMS RONALD C & RUTH A 1083 Airport Drive So. Burlington, VT 05403 ASHTON THERESA & MICHAEL 1195 Airport Drive So. Burlington, VT 05403 AUTOMASTERS MOTOR CO INC Route 7 Shelburne, VT 05482 BARNIER SCOTT & BARBARA 20 Jackson Street Essex Jct, VT 05452 BERGER RUSSELL G III 615 Airport Pkwy So. Burlington, VT 05403 BOARDMAN WILLIAM M & CYNTHIA D BOUFFARD MARGARET M, PATRICK C, 42 Logwood Street JOSEPH N So. Burlington, VT 05403 65 Dumont AveSo. Burlington, VT 05403 BRUECKNER ROBERT D & ROSEMARIE 451 White Street So. Burlington, VT 05403 BURT RUSSELL & KAREN L 141 Country Club Dr East So. Burlington, VT 05403 BRUSOE ALAN L SOUTIERE ANN M. 11 Mayfair Street So. Burlington, VT 05403 CALKINS FAMILY LIMITED PARTNERSHIP 1835 Spear Street So. Burlington, VT 05403 AIRPORT REALTY FBO AVCENTER 1130 Airport Drive So. Burlington, VT 05403 ATLANTIC TELEMETRY INC PO Box 1660 Williston, VT 05495 AVIATRON INC (US) 25 Customs Drive So. Burlington, VT 05403 BARRY BRUCE 1907 Williston Rd So. Burlington, VT 05403 BLOW MALCOM D & REBECCA J 449 White Street So. Burlington, VT 05403 BRESNAHAN PHILLIP W III & KARE 21 Butler Drive So. Burlington, VT 05403 BURLINGTON CITY OF HERTZ CORP 225 Brae Boulevard Park Ridge, NJ 07656 3069 WILLISTON ROAD LLC 3069 Williston Rd So. Burlington, VT 05403 CALKINS FAMILY LIMITED CAMPION PAUL R CARTER RICHARD G PARTNERSHIP PO Box 9413 135 Airport Pkwy 1835 Spear Street � y So. Burlington, VT 05403 So. Burlington, VT 05407 So. Burlington, VT 05403 C CHASE THOMAS E CHOINIERE PROPERTIES LLC CITY OF BURLINGTON 29 Berard Dr 17 Harbor Watch Rd 1200 Airport Drive #1 So. Burlington, VT 05403 Burlington, VT 05401 So. Burlington, VT 05403 CLIFTON DAVID L & MARY W PO Box 9476 So. Burlington, VT 05407 DEFORGE GARY J 32 Dumont Ave So. Burlington, VT 05403 DESARNO DAVID C TRUST 4 Ladd Point Rd Grand Isle, VT 05458 EMMONS ROGER A & ANNA M 10B5 Airport Dr So. Burlington, VT 05403 FEDERAL EXPRESS CORP PROPERTY TAX DEPARTMENT 3630 Hacks Cross Rd, Bldg C 3'd FL Memphis, TN 38125-8800 FONTAINE PAUL A & KIMBERLY A 133 Country Club Dr East So. Burlington, VT 05403 GIRARD DANIEL E 11 Heath Street So, Burlington, VT 05403 HOBBS JAMES E & SHERRIE L 16 Logwood Street So. Burlington, VT 05403 DALTON WILLIAM D 1383 Airport Dr So. Burlington, VT 05403 DEGRECHIE PAUL R & MICHELLE M 199 Kirby Rd So. Burlington, VT 05403 DOERING ROBERT W & LORRIE M 1089 Airport Dr So. Burlington, VT 05403 ENTERTAINMENT UNLIMITED LLC 20 Bisbee Rd Vergennes, VT 05491 FELBER MICHAEL 22 Logwood Street So. Burlington, VT 05403 GARNEAU RYAN & KATHRYN 34 Logwood Street So. Burlington, VT 05403 HENNIGAR HOLDINGS LLC 805 East Hillsboro Boulevard Deerfield Beach, FL 33441 INVESTORS CORP OF VT 30 Main Street, Suite 401 Burlington, VT 05407 DEEDS EDWARD A Converse Bay Rd Charlotte, VT 05407 DEMERS DENNIS R 958 Webster Rd Shelburne, VT 05482 DUHAMELYVETTEI 30 Logwood Street So. Burlington, VT 05403 FARGNOLI ASSOCIATES LLC 485 Kimberly Drive Melbourne, FL 32940 FOLEY JOHN F & JOAN B 60 Dumont Ave So. Burlington, VT 05403 GARVEY EDWARD W & PATRICIA G 44 Dumont Ave So. Burlington, VT 05403 HENRY MAUREEN C C/O THE MEDICAL STORE LTD 1225 Airport Parkway So. Burlington, VT 05403 JACKSON SAMUAL 37 Dumont Ave So. Burlington, VT 05403 JAQUES BRIAN L & LISA A JOST INVESTEMNTS LLC JTG HOLDINGS LLC II 137 Birch Court 69 College Street 272 Windmill Bay Burlington, VT 05408 Burlington, VT 05401 Shelburne, VT 05482 l/ KELESTURA DZEVAD & SAMIRA 13 Dumont Ave So. Burlington, VT 05403 L N P INC 25 Omega Drive Williston, VT 05495 LAPLANTE BERNARD J 1181 Airport Dr So. Burlington, VT 05403 LOSO HARRY J & DIANE M 53 Maryland Street So, Burlington, VT 05403 METHOT DAVID F & RACHEL V 57 Dumont Ave So. Burlington, VT 05403 KINVILLE PETER A & DONNA S 11 South Henry Ct. So. Burlington, VT 05403 LACEYS INC. 2000 Williston Rd So. Burlington, VT 05403 LEISURE WORLD INC 1245 Airport Pkwy So. Burlington, VT 05403 MAILLE GEORGE A JR & CHARLENE 38 Logwood Street So. Burlington, VT 05403 MOFFATT MARK A 1253 Airport Drive So. Burlington, VT 05403 KRUGER REBECCA B, DOUGLAS B 1233 Airport Drive So. Burlington, VT 05403 LANDVATER DARRYL V OLIVER WIGHT CO 85 Allen Martin Dr Essex Jct., VT 05407 LNP INC 300 Cornerstone Drive Williston, VT 05495 MANAZIR THEODORE & CHRISTINA 129 Country Club Dr East So. Burlington, VT 05403 MOVABLE PEAKS 14 Berard Dr So. Burlington, VT 05403 MUNSON EARTH MOVING CORP MUNSON RANDALL G O'BRIEN DANIEL J & LEO J JR C/O SOUTH BURLINGTON REALTY CO C/O SOUTH BURLINGTON REALTY CO C/O R. L. VALLEE INC. PO Box 2204 PO Box 2204 280 Main Street So. Burlington, VT 05407 So. Burlington, VT 05407 St. Albans, VT 05478 O'BRIEN DANIEL J & LEO J JR OLTEANU FLORIN & SVETLANA PALMER ALAN D & CHRISTINE L PO Box 2184 1 Elizabeth Street 5576 Dorset Street So. Burlington, VT 05407 Shelburne, VT 05482 Shelburne, VT 05482 PALMER ALAN D & CHRISTINE L 5576 Dorset Street Shelburne, VT 05482 PMP REALTY LLC PO Box 600 Gardiner, ME 04345 PICKERING RODNEY A 19404 North 4th Drive Phoenix, AZ 95027 PROULX GERARD E & SUSAN F 1155 Airport Dr So. Burlington, VT 05403 PIERCE SANDRA M 72 Dumont Ave So. Burlington, VT 05403 RDT AVIATION, INC C/O TOM WEAVER 25 Pinecrest Dr Essex Jct., VT 05452 ROBAR PAUL L JR & WANDA ROBERT SCOTT LLC ROCHFORD CHRISTOPHER & PO Box 5190 PO Box 615 REBECCA S Burlington, VT 05401 Manchester, ME 04351 47 Maryland Street So. Burlington, VT 05403 ROONEY WALDEN J & DARLA A 5 Mountain View Blvd So. Burlington, VT 05403 SCRIGGINS GENEVA B 420 White Rd So. Burlington, VT 05403 SHAND ROBERT M & LYNDA A 5 Ethan Allen Dr. So. Burlington, VT 05403 SHEPARD GARY F & BETTY JOAN 1 Patrick Street So. Burlington, VT 05403 ST JOHN VIANNEY HOME ASSN C/O KNIGHTS OF COLUMBUS PO Box 9214 So. Burlington, VT 05407 SZWAJA MARIAN & SOPHIE TRUST 1 Butler Drive So. Burlington, VT 05403 TILLEY FRANCES R 1141 Airport Drive So. Burlington, VT 05403 RUSSELL JOHN A & LYNN A 1161 Williston Rd So. Burlington, VT 05403 SEAFOK INC 443 Governors Lane Shelburne, VT 05482 SHELBURNE SHIPYARD PO Box 610 Shelburne, VT 05482 SHIP SEVIN LLC C/O KEVIN SPILLANE 334 Tamarack Shores Shelburne, VT 05482 SUBURBAN VT PROPERTY ACQUISITIONS LLC 240 Route 10 West Whippany, NJ 07981 TATRO SAM E SR & ALBERTA M 38 Dumont Ave So. Burlington, VT 05403 TIMBERLAKE ASSOCIATES WALTER E SIMENDINGER 32 San Remo Drive So. Burlington, VT 05403 WETHERBEE WILLIAM F & MICHAEL W WILLARD MALCOLM 467 Depot Rd 699 Nob Hill Rd Colchester, VT 05446 Williston, VT 05495 WOOD WARREN W & EVELYN R WRIGHT WILLIAM G & LORETTA M 35 Crescent Beach Drive 11 Dumont Ave Burlington, VT 05708 So. Burlington, VT 05403 S M S REALTY PARTNERSHIP 4016 Williston Rd SO. Burlington, VT 05403 SHAND ROBERT M 5 Ethan Allen Dr So. Burlington, VT 05403 SPRANO ROBERTA M 392 White Street So. Burlington, VT 05403 SWEET LEIGH M & ELLEN F 148 Country Club Dr East So. Burlington, VT 05403 THIBAULT LEONARD E THIBAULT DOROTHY F 1184 Reynolds Rd St. Albans, VT 05478 TRI-D III LLC 156 Acorn Lane, Suite 109 Colchester, VT 05446 WILLARD MALCOLM 699 Nob Hill Rd Williston, VT 0495 ' Other Paper- www.otherpapervt.con� May 2, 2013 • Page 23 ie&ds Pub1*1c.-Noti*ces INDOOR GRILL: Stainless Steel. Ex- cellent condition. $30.00 238-9233 pUgLIC H A l'N R (04/25) SOUTH BURLINGFON CITY fOUNCIL " - KAYAKS: 2Wilderness Systems Ban dit kayaks, one orange, one green,, The $ouch Burlington City Council will hold a public~ heating in the 5oiuth ith cockpit covers, each $300. Burlington City Hail Conference Room, 575 Dorset Street, South Buttifig- Seaclude paddle, 220cm, $50,' 1 Ex- Seacl ton, Vermont on Ma -20, 2013 at 7:00 P.M,to consider the fpilawing; • trasport adult small/medium life - preserver, $50, all in very good con- I. Interim zoning application #IZ-13-03 of Larkin Family to amend a dition. 802-864-5901 (05102) previously approved planned unit development'consisting of;1) a 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), LARGE ROCKING HORSE: Stuffed and 3) an 89 room hotel (University Inn). The amendment consists mauve fabric horse with wooden of revising the previously approved plan under#IZ-12-11 to raze rocker measures 25"xM". Decora- the 89 room hotel and replacing it with a new 89 t'oom extended tive piece has yarn mane & tail and stay hotel. The specific revisions consist of the following-.1) adding button eyes. Great for child's room a sports court, 2) adding a chiller pad & HVAC unit, 3) adding & or country decor. $10. 497-0865 revising the building mounted lights, 4) adjusting the plant numbers, (04/18) & locations on the landscaping plan, and 5) revising the class III wetland limit per the 2013 delineation, 5 Dorset Street, PORTABLE PROPANE CAMPFIRE ' [Little Red Campfire by Carrico]: Parn Mackenzie, Chair. Brand new, never opened. Retail: South Burlington City Council" $100.00 Selling: $50.00 802-497- 1318 (04/18) Copies of the applications are available for public inspection at the South ROCKING CHAIR: $35. 238-9233 Burlington City Hall. Participation lh the local proceeding is a prerequisite (04/25) to the right to takes any subsequent appeal. TIRES: 2 Hankook Radial tubeless May 2, 2013 _ M & S Optimo P2005/60R 16991T H727. Excellent condition.$85 489- 5040 (04/18) WHITE OAK FLOORING: Kahrs PUBLIC HEARING , SOUTH BURUN&ON DEVELOPM ENT REWEW BOA�p brand, 62 square feet, 3 strip, satin finish, float installation . $250. 802- 865-0557 (04/18) The South Burlington Development Review Board will hold a public hear-, , "Hall log In the South Burlington City Conference Roam, 5750orskStreet, WING CHAIR: Burgundy. $25.00 South Burlington, Vermont on.May 21, 2013 at 7:00 P.M. to consider the 238-9233 (04/25) following: YARN: Bin of yarn, with some new I. PrOli+ltlttaryplat application'i1SD-13.911•ofCityofbudlogton/Bur- skeins. $5.00 238-9233 (04/25) lington International Airport for a planner{ unit developmentto construct a 640 sq, ft. sewage receiving facility, 1150 A1rpgrtnDrive: VEHICLES: CARS, TRUCKS, BOATS, CAMPERS, ETC. Mark Behr, Chairman South Burlington Development Review Board - CAMPER, SUNIINE SOLARIS 2000 25% Exterior weathered, needs a good A copy of the application is available for public inspection at the South scrub, interior near -showroom condi- Burlington City Hall, Participation in the local proceeding is a prerequisite to tion, unused last 6 years. Make an of- the right to take any subsequent appeal. fer! 862-4027 (04/25) May 2; 2013'' CLASSIFIEDS service forsauth flurlington residents, residents for Items for Sale, Free Items, Tag Sales, Wanted Items, Found Items, ;ale will be printed for 2 weeks, free of charge, on a space available, basis. Busi- or Sale or Real Estate for Rent ads cost $20 per week. Make checks payable to o The Other Paper,1340 Williston Road, South Burlington, VT 05403. Paid ads received. Submit ads online at www.otherpapersvt.com, mail to the above ad- sifieds@otherpapersbvt.com. Name, address and phone number are required for residency verification. CROSSWORD SOLUTION R A B I C C A L K A L O N E A R I A r S A N N FA C E E S H E K E L I southbu rlingtot) PLANNING & ZONING Permit Number SD-�- (office use onl ) APPLICATION FOR SUBDIVISION PLAT REVIEW � Preliminary ❑ Final PUD Being Requested? � Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 13, Page 271 3. APPLICANT (Name, mailing address, phone and fax#) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 4. CONTACT PERSON (Name, mailing address, phone and fax #) Heather Kendrew Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 Jon Leinwohl Stantec Consulting 55 Green Mountain Drive, South Burlington, VT 05403 Phone: (802) 864-0223 Fax: (802) 864-0165 a. Contact email address: Heather Kendrew: hkendrew@btv.aero; Jon Leinwohl: jon.leinwohl@stantec.com 5. PROJECT STREET ADDRESS: 1150 Airport Drive, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 2000 OOOOC 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Airline ground service operations at the Burlington Airport include collecting waste from aircraft lavatories and discharging this into the municipal sewer system. Under present conditions, airline ground crews unload sewage collection vehicles (lavatory carts) into an existing sewer manhole located air -side on the south terminal ramp. This method of transferringsewage ewage form the ground vehicles to the manhole is subject to potential health and safety issues. The proposed project involves constructing a new sewage receivingfacility acility designed to better handle the transfer of sewage from ground vehicles to the municipal sewer system. The new facility will be an enclosed building that will house a macerator pump and provide year-round wash -down capabilities. The facility enable lavatory cart operators to enter one end of the buildingthrough hrough an overhead door; connect a discharge hose from the cart to the macerator pump to unload the sewage; and then exit through another overhead door at the opposite end of the building. The sewage will then flow to the municipal sewer system via a gravity sewer line connected to an existing sewer service on Airport property. A water service with hose bib will be provided to enable wash -down inside the building. A floor drain will collect wash water and discharge this to the municipal sewer system after passingthrough hrough an oil -water separator. The building will be a 20' x 32' one-story brick fascia structure with a flat roof pitched in one direction. It will be heated to a minimal temperature to preclude freezing The project will also include a dumpster area located on the easterly side of the new building. An enclosed roll -off trash compaction unit and conventional recycle dumpster will occupy this site. These receptacles will be used for trash collected from aircraft and terminal operations. The dumpster will be screened from view on Airport Drive by the new buildingand nd by chain link fence with slats on the north and south sides. Since the easterly side of the dumpster area will not be visible from Airport Drive, it is proposed that gates not be installed on the easterly end of the dumpster area. b. Existing Uses on Property (including description and size of each separate use): The site for the proposed sewage receiving and dumpster facility is located on the air -side of the security fence between the Eldridge Cemetery and the North Hangar (1150 Airport Drive). The area is presently for parking light aircraft. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed 640 sq. ft. sewage receivingfcility and dumpster area is sited to provide reasonable access to the Main Terminal Ramp and is beyond the limits of foreseeable air -side improvements. This area is available for the proposed use. Three or four parking spaces for light aircraft will be eliminated by the project. There is adequate existing parking elsewhere on the airfield to accommodate these airplanes. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed building 6�q. ft.; There are no existing building within the project area. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 13 ft f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees (existing and proposed, note office versus non -office employees): NA h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): NA Subdivision Application Form. Rev. 12-2011 { i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. There is no subdivision associated with this project. The proposed facility will occupy land of the Owner/Applicant and the new facility will remain under the ownership and operation of the Airport. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 942 acres / 41,033,520 sf (acres /sq. ft.) b. Building Coverage: Existing Unknown square feet Unknown % Proposed 640 square feet Unknown % c. Overall Coverage (building, parking, outside storage, etc): Existing Unknown Proposed Unknown square feet Unknown % square feet Unknown % d. Front Yard Coverage(s) (commercial projects only): Existing Unknown square feet Unknown % Proposed Unknown square feet No Change % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes � No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 28,000± SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 150,000 b. Landscaping: $ 4,500 (See attached plantinglist) ist) (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site Work $165,000; Special Pumping Equipment $75 000• Contractor General Requirements $16,000 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): NA 13. PEAK HOURS OF OPERATION: NA 14. PEAK DAYS OF OPERATION: NA 15. ESTIMATED PROJECT COMPLETION DATE: 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall � paid to t e City at the time of submitting the application. See the City fee schedule for details. � 47 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. Subdivision Application Form. Rev. 12-2011 { I 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. SIGNAT E OF APPLICAN SIGNATURE OF PROPERTY OWNER kr �fl �� ,-, .41.ya'r-r Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete f trative Offic PRINT NAME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011