HomeMy WebLinkAboutSP-04-08 - Supplemental - 1130 Airport DriveCITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD
Report preparation date: December 14, 2011
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Application received: October 26, 2011
2011 \SD_11_42_1130AirportDrive_BurlingtonintlAirport_ske
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BURLINGTON INTERNATIONAL AIRPORT— 1130 AIRPORT DRIVE 7 2
SKETCH PLAN APPLICATION #SD-1142
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Agenda #5 MeetingDate:
December 20, 2011° r �" �F
Owner/Applicant
Contact Person —r1,Is
City of Burlington
Heather Kendrew 6 �YG �,►s��f �
Burlington International Airport'
Burlington International Airport
1200 Airport Drive /31
1200 Airport Drive /31
South Burlington, VT 05403
South Burlington, VT 05403
Engineer
Property Information
Stantec Consulting
Tax Parcel 2000-000OC
55 Green Mountain Drive
Airport Industrial Zoning District
South Burlington, VT 05403
Location Map
11
Please note: The above aerial photo may not accurately reflect the current conditions of the lot in question. This photo is
for relative location only.
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CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
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City of Burlington/Burlington International Airport, hereafter referred to as the applicant, is
requesting sketch plan review to amend a previously plan for a general aviation building and two
(2) hangars. The amendment consists of :1) removing 14,425 sq. ft. of pavement including 34
parking spaces, 2) adding 13 parking spaces, 3) adding a sidewalk to the building entrance, and
4) other minor site modifications, 1130 Airport Drive.
Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as
Staff, have reviewed the plans submitted on October 26, 2011 and have the following
comments.
Zoning District & Dimensional Requirements
ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
Given the hundreds of acres on the site, the removal of this pavement will not affect even a
fractional percentage of impervious coverage. As such, the property's adherence to the
dimensional requirements of the district will not change. The City has previously accepted that this
lot is extremely large and has not been fully surveyed. It is our full expectation that this site is below
coverage limitations and the removal of pavement is a positive change. There is a great deal of
undeveloped land and buffer to surrounding residential properties.
There are no changes to structures on site.
SUBDIVISION CRITERIA
Pursuant to Section 15.18 of the South Burlington Land Development Regulations,
subdivisions shall comply with the following standards and conditions:
Sufficient water supply and wastewater disposal capacity is available to meet the needs of
the project.
According to Section 15.13 of the South Burlington Land Development Regulations, the existing
public water system shall be extended so as to provide the necessary quantity of water, at
acceptable pressure.
According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider
or developer shall connect to the public sewer system or provide a community wastewater system
approved by the City and the State in any subdivision where off -lot wastewater is proposed.
There are no changes to structures on site. As such, there is no need for additional water or
wastewater capacity.
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.
CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
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1. The proposed project shall adhere to standards for erosion control as set forth in Section
16.03 of the South Burlington Land Development Regulations. In addition, the grading plan
shall meet the standards set forth in Section 16.04 of the South Burlington Land
Development Regulations.
The project incorporates access, circulation, and traffic management strategies sufficient to
prevent unreasonable congestion of adjacent roads.
Access to the subject building is mostly unchanged. Circulation within the site remains the same,
except that a double row of parking is to be removed in favor of a grassed area.
The applicant is proposing a new sidewalk with granite curbing.
The applicant is proposing to remove a paved cul-de-sac in favor of establishing a new turf area
with a small sidewalk to connect to an adjacent building to the rear.
Staff fully supports and commends these proposed changes.
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.
The subject property is in a very dense commercial and industrial area. There is no useable open
space at this portion of the property. There are no unique natural features on the site. The applicant
is proposing to add additional green space.
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.
Per section 6.03 of the South Burlington Land Development Regulations, "in areas
proximate to the Airport, an Airport Industrial AIR -I District is established to provide
sufficient land area for the Vermont Air National Guard and Airport -related uses, support
facilities, and commercial activities that may be incompatible with general residential or
commercial uses. The standards and regulations for the Airport Industrial District
recognize the importance of these facilities and uses to the operation of the City and
regional economies while providing appropriate setbacks and buffering to offset their
impacts on adjacent land uses.
There are no changes to this criterion as a result of this application.
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 changes to this criterion as a result of this application.
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.
There is no need for review by the Fire Chief for this application.
CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
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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.
Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is
consistent with City utility and roadway plans and maintenance standards.
There are no changes to this criterion as a result of this application.
2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
The project is consistent with the goals and objectives of the Comprehensive Plan for the
affected district(s).
Staff has already stated that the proposed development of this property is in conformance with the
South Burlington Comprehensive Plan.
SITE PLAN REVIEW STANDARDS
Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site
plan approval. Section 14.06 establishes the following general review standards for all site plan
applications:
The site shall be planned to accomplish a desirable transition from structure to site, from
structure to structure, and to provide for adequate planting, safe pedestrian movement, and
adequate parking areas.
The applicant is proposing additional sidewalks to connect to adjacent properties and provide
better pedestrian access on the site.
There are no minimum parking spaces required. Still, the applicant notes that the two buildings
employ a total of 9 persons. The number of remaining parking spaces is more than sufficient to
serve this need.
Chapter 14.06 of the South Burlington Land Development Regulations states the following:
Parking:
(a) Parking shall be located to the rear or sides of buildings. Any side of a
building facing a public street shall be considered a front side of a building
for the purposes of this subsection.
(b) The Development Review Board may approve parking between a public
street and one or more buildings if the Board finds that one or more of the
following criteria are met. The Board shall approve only the minimum
necessary to overcome the conditions below.
(i) The parking area is necessary to meet minimum requirements of
the Americans with Disabilities Act,
(ii) The parking area will serve a single or two-family home;
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CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
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(iii) The lot has unique site conditions such as a utility easement or
unstable soils that allow for parking, but not a building, to be
located adjacent to the public street,
(iv) The lot contains one or more existing buildings that are to be re-
used and parking needs cannot be accommodated to the rear and
sides of the existing building(s); or,
(v) The principal use of the lot is for public recreation.
(c) Where more than one building exists or is proposed on a lot, the total
width of all parking areas located to the side of building(s) at the building
line shall not exceed one half of the width of all building(s) located at the
building line. Parking approved pursuant to 14.06(B) (2) (b) shall be
exempt from this subsection.
(d) For through lots, parking shall be located to the side of the building(s) or
to the front of the building adjacent to the public street with the lowest
average daily volume of traffic. Where a lot abuts an Interstate or its
interchanges, parking shall be located to the side of the building(s) or to
the front adjacent to the Interstate. Parking areas adjacent to the
Interstate shall be screened with sufficient landscaping to screen the
parking from view of the Interstate.
The applicant is proposing to remove 34 parking spaces from the front of the building and add 9
spaces adjacent to the building. Subsection c above applies the building is existing with no new
building construction, and parking cannot be accommodated to the rear or side. Furthermore, it
bears repeating that 34 parking spaces are to be removed from the front of the building, closest the
road.
Without restricting the permissible limits of the applicable zoning district, the height and
scale of each building shall be compatible with its site and existing or adjoining buildings.
There are no changes to the height of the building.
Newly installed utility services and service modifications necessitated by exterior
alterations or building expansions shall, to the extent feasible, be underground.
Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
The DRB shall encourage the use of a combination of common materials and architectural
characteristics, landscaping, buffers, screens and visual interruptions to create attractive
transitions between buildings of different architectural styles.
There are no changes to this criterion as a result of this application.
Proposed structures shall be related harmoniously to themselves, the terrain and to
existing buildings and roads in the vicinity that have a visual relationship to the proposed
structures.
There are no changes to this criterion as a result of this application.
CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
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In addition to the above general review standards, site plan applications shall meet the following
specific standards as set forth in Section 14.07 of the Land Development Regulations:
The reservation of land may be required on any lot for provision of access to abutting
properties whenever such access is deemed necessary to reduce curb cuts onto an arterial
of collector street, to provide additional access for emergency or other purposes, or to
improve general access and circulation in the area.
Staff does not find the reservation of any additional land is warranted as part of this application.
Electric, telephone and other wire -served utility lines and service connections shall be
underground. Any utility installations remaining above ground shall be located so as to
have a harmonious relation to neighboring properties and to the site.
Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
Landscaping
As there is no new building construction, no additional landscaping is required. However, staff is
aware that a previous approval on the property, #SP-04-18, required the planning of 11 Austrian
Pines at the westerly end of the T-Hangar. Only approximately half dozen remain. The missing
trees shall be replaced prior to issuance of a Certificate of Occupancy.
3. The plans shall be revised to show the Austrian pines previously approved. The missing
trees shall be planted prior to certificate of occupancy for the site improvements.
Staff recommends that the applicant proceed to the next level of review.
Respectfully submitted,
U
athya n LaRose, AICP, Associate Planner
LICENSE OR
PERMIT BOND
LICENSE OR PERMIT BOND
D.E.W. Construction Corp.
KNOW ALL BY THESE PRESENTS, That we,
Bond e730171
as Principal, and the Fidelity and Deposit Company of Maryland , a Maryland
corporation, as Surety, are held and firmly bound unto City of South Burlington, Vermont
575 Dorset Street, So. Burlington, VT 05408 , as Obligee,
in the sum of Twenty -Two Thousand Five -Hundred and 00/100 Dollars($ 22,500.00
for which sum, well and truly to be paid, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
Sealed with our seals, and dated this
16
day of July
2004
THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has been or is about to be granted a
license or permit to do business as Effective 6/15/04 fox miscellaneous landscaping
by the Obligee. improvements in connection with site plan
NOW, THEREFORE, if the Principal well and truly comply with applicable local ordinances, and conduct business in
conformity therewith, then this obligation to be void; otherwise to remain in full force and effect.
PROVIDED, HOWEVER;
1. This bond shall continue in force:
Jj Until July 16
executed by the Surety
2007, or until the date of expiration of any Continuation Certificate
OR
❑ Until canceled as herein provided.
2. This bond may be canceled by the Surety by the sending of notice in writing to the Obligee, stating when, not less than
thirty days thereafter, liability hereunder shall terminate as to subsequent acts or omissions of the Principal.
D E W n ction Corp.
Principal';
By -gEg A . NOs
Fidelity any" p4a*it Company of Maryland
Attorney -in -Fact
G. Mis
WC-908/EP 3/90 PRINTED IN U.S.A.
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a
corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in
pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, w set forth on the reverse
side hereof and are hereby certified to be in full force and effect on the date hereof s l� nate, constitute and
appoint Stephen W. GRANT, Michael S. BALBONI and JudithgG��"'l to achusetts, EACH its
true and lawful agent and Attorney -in -Fact, to make, execute a s, surety, and as its act
and deed: any and all bonds and undertakings a a rags in pursuance of these
presents, shall be as binding upon said Co y a 1 I d purposes, as if they had been duly
executed and acknowledged b 1 c ed pany at its office in Baltimore, Md., in their own
proper persons. a re ehalf of Stephen W. Grant, Michael A. Rosenberger, Judith
G. Misner, dated Ai 0 .
The said Assistant o ese y certify that the extract set forth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By- s said Company, and is now in force.
IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 9th day of April, A.D.
2003.
ATTEST:
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State of Maryland I
ss:
City of Baltimore
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
T. E. Smith Assistant Secretary
By:
Paul C. Rogers Vice President
On this 9th day of April, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
0
Sandra Lynn Mooney Notary Public
My Commission Expires: January 1, 2004
POA-F 063-0078
I
EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
"Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior
Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee,
shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident
Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to
authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations,
policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in
the nature of mortgages,... and to affix the seal of the Company thereto."
CERTIFICATE
I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify
that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that
the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized
by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the
Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on
the 1 Oth day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically
reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or
hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and
binding upon the Company with the same force and effect as though manually affixed."
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company,
this day of
Assistant Secretary
3000 WILLISTON RD LLC 3065 WILLISTON RD LLC_ 3069 WILLISTON ROAD LLC
C/O FREDERIC LOWEA 3069 WILLISTON ROAD 3069 WILLISTON ROAD
1852 TEXAS HILL ROAD SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
HINESBURG, VT 5461
A & C REALTY LLC
C/O OMEGA ELECTRIC
CONSTRUCTION CO.
25 OMEGA DRIVE
WILLISTON, VT 5495
ADAMS PAUL G
1215 AIRPORT PKWY
SOUTH BURLINGTON, VT 5403
AIRPORT REALTY
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLINGTON, VT 5403
ATLANTIC TELEMETRY INC
PO BOX 1660
WILLISTON, VT 5495
AVIATRON INC (US)
25 CUSTOMS DRIVE
SOUTH BURLINGTON,
ADAMS PAUL G
1215 AIRPORT PKWY
SOUTH BURLINGTON, VT 5403
ADAMS PAUL G
1215 AIRPORT PKWY
SOUTH BURLINGTON, VT 5403
ARRANTS STEPHEN P JR
137 COUNTRY CLUB DR EAST
SOUTH BURLINGTON, VT 5403
AUDETTE ROBERT J TRUSTEE
AUDETTE ANNE W TRUSTEE
41 PETERSON TERRACE
SOUTH BURLINGTON, VT 5403
AYER PATRICK BRIAN
MASLACK AYER TERESE
VT 5403 PO BOX 9451
SOUTH BURLINGTON, VT 5407
BARRY BRUCE
1907 WILLISTON RD
SOUTH BURLINGTON, VT 5403
BLOW MALCOM D & REBECCA J
449 WHITE ST
SOUTH BURLINGTON, VT 5403
BRESNAHAN PHILLIP W III & KARE
21 BUTLER DRIVE
SOUTH BURLINGTON, VT 5403
BELTER JOHN H JR & JOYCE N
2 COUNTRY CLUB DR EAST
SOUTH BURLINGTON, VT 5403
BOARDMAN WILLIAM M & CYNTHIA
D
42 LOGWOOD ST
SOUTH BURLINGTON, VT 5403
BRUECKNER ROBERT D &
ROSEMARIE
451 WHITE ST
SOUTH BURLINGTON, VT 5403
ADAMS PAUL G
1215 AIRPORT PKWY
SOUTH BURLINGTON, VT 5403
ADAMS RONALD C & RUTH A
1083 AIRPORT DR
SOUTH BURLINGTON, VT 5403
ASHTON THERESA & MICHAEL
1195 AIRPORT DR
SOUTH BURLINGTON, VT 5403
AUTOMASTERS MOTOR CO INC
ROUTE 7
SHELBURNE, VT 5482
BARNIER SCOTT & BARBARA
20 JACKSON STREET
ESSEX JUNCTION, VT 5452
BERGER RUSSELL G III
615 AIRPORT PKWY
SOUTH BURLINGTON, VT 5403
BOUFFARD MARGARET M, PATRICK
C, JOSEPH N
65 DUMONT AVE
SOUTH BURLINGTON, VT 5403
BRUSOE ALAN L
SOUTIERE ANN M.
11 MAYFAIR STREET
SOUTH BURLINGTON, VT 5403
BURLINGTON CITY OF BURT RUSSELL & KAREN L CALKINS FAMILY LIMITED
HERTZ CORP 141 COUNTRY CLUB DR EAST PARTNERSHIP
225 BRAE BOULEVARD SOUTH BURLINGTON, VT 5403 1835 SPEAR STREET
PARK RIDGE, NJ 7656 SOUTH BURLINGTON, VT 5403
CALKINS FAMILY LIMITED CAMPION PAUL R CARTER RICHARD G
PARTNERSHIP PO Box 9413 165 AIRPORT PKWY
1835 SPEAR STREET SOUTH BURLINGTON, VT 5407 SOUTH BURLINGTON, VT 5403
SOUTH BURLINGTON, VT 5403
CHASE THOMAS E CHOINIERE PROPERTIES LLC CITY OF BURLINGTON
29 BERARD DR 17 HARBOR WATCH ROAD 1200 AIRPORT DRIVE #1
SOUTH BURLINGTON, VT 5403 BURLINGTON, VT 5401 SOUTH BURLINGTON, VT 5403
CITY OF BURLINGTON CITY OF BURLINGTON CITY OF BURLINGTON
1200 AIRPORT DRIVE #1 1200 AIRPORT DRIVE #1 1200 AIRPORT DRIVE #1
SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
CITY OF BURLINGTON CITY OF BURLINGTON CITY OF BURLINGTON
1200 AIRPORT DRIVE #1 1200 AIRPORT DRIVE #1 1200 AIRPORT DRIVE #1
SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
CITY OF BURLINGTON CITY OF BURLINGTON CITY OF BURLINGTON
1200 AIRPORT DRIVE #1 1200 AIRPORT DRIVE #1 1200 AIRPORT DRIVE #1
SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
CITY OF BURLINGTON CLIFTON DAVID L & MARY W DALTON WILLIAM D
1200 AIRPORT DRIVE #1 PO BOX 9476 1383 AIRPORT DR
SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5407 SOUTH BURLINGTON, VT 5403
DEEDS EDWARD A DEFORGE GARY J DEGRECHIE PAUL R & MICHELLE M
CONVERSE BAY ROAD 32 DUMONT AVE 199 KIRBY RD
CHARLOTTE, VT 5407 SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
DEMERS DENNIS R DESARNO DAVID C TRUST DOERING ROBERT W & LORRIE M
958 WEBSTER ROAD 4 LADD POINT ROAD 1089 AIRPORT DR
SHELBURNE, VT 5482 GRAND ISLE, VT 5458 SOUTH BURLINGTON, VT 5403
DUHAMEL YVETTE I EMMONS ROGER A & ANNA M ENTERTAINMENT UNLIMITED LLC
30 LOGWOOD ST 1085 AIRPORT DR 20 BISBEE ROAD
SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403 VERGENNES, VT 5491
FARGNOLI ASSOCIATES LLC FEDERAL EXPRESS CORP FELBER MICHAEL
485 KIMBERLY DRIVE PROPERTY TAX DEPARTMENT 22 LOGWOOD ST
MELBOURNE, FL 32940 3630 HACKS CROSS ROAD, SOUTH BURLINGTON, VT 5403
BUILDING C 3RD FLOOR
MEMPHIS, TN 0
FOLEY JOHN F & JOAN B
60 DUMONT AVE
SOUTH BURLINGTON, VT 5403
GARVEY EDWARD W & PATRICIA G
44 DUMONT AVE
SOUTH BURLINGTON, VT 5403
HENRY MAUREEN C
C/O THE MEDICAL STORE LTD
1225 AIRPORT PARKWAY
SOUTH BURLINGTON, VT 5403
JACKSON SAMUAL
37 DUMONT AVE
SOUTH BURLINGTON, VT 5403
JTG HOLDINGS LLC II
272 WINDMILL BAY
SHELBURNE, VT 5482
KRUGER REBECCA B, DOUGLAS B
1233 AIRPORT DR
SOUTH BURLINGTON, VT 5403
LANDVATER DARRYL V
OLIVER WIGHT CO
85 ALLEN MARTIN DRIVE
ESSEX JUNCTION, VT 5407
LNP INC
300 CORNERSTONE DRIVE
WILLISTON, VT 5495
l
MAILLE GEORGE A JR & CHARLENE
38 LOGWOOD ST
SOUTH BURLINGTON, VT 5403
MOFFATT MARK A
1253 AIRPORT DR
SOUTH BURLINGTON, VT 5403
FONTAINE PAUL A & KIMBERLY A
133 COUNTRY CLUB DR EAST
SOUTH BURLINGTON, VT 5403
GIRARD DANIEL E
11 HEATH STREET
SOUTH BURLINGTON, VT 5403
HOBBS JAMES E & SHERRIE L
16 LOGWOOD ST
SOUTH BURLINGTON, VT 5403
JAQUES BRIAN L & LISA A
137 BIRCH COURT
BURLINGTON, VT 5408
KELESTURA DZEVAD & SAMIRA
13 DUMONT AVE
SOUTH BURLINGTON, VT 5403
LNPINC
25 OMEGA DRIVE
WILLISTON, VT 5495
LAPLANTE BERNARD J
1181 AIRPORT DR
SOUTH BURLINGTON, VT 5403
LNP INC
300 CORNERSTONE DRIVE
WILLISTON, VT 5495
MANAZIR THEODORE & CHRISTINA
129 COUNTRY CLUB DR EAST
SOUTH BURLINGTON, VT 5403
MOVABLE PEAKS
14 BERARD DR
SOUTH BURLINGTON, VT 5403
GARNEAU RYAN & KATHRYN
34 LOGWOOD ST
SOUTH BURLINGTON, VT 5403
HENNIGAR HOLDINGS LLC
805 EAST HILLSBORO BOULEVARD
DEERFIELD BEACH, FL 33441
INVESTORS CORP OF VT
30 MAIN STREET, SUITE 401
BURLINGTON, VT 5407
JOST INVESTEMNTS LLC
69 COLLEGE STREET
BURLINGTON, VT 5401
KINVILLE PETER A & DONNA S
11 SOUTH HENRY CT
SOUTH BURLINGTON, VT 5403
LACEYS INC.
2000 WILLISTON RD
SOUTH BURLINGTON, VT 5403
LEISURE WORLD INC
1245 AIRPORT PKWY
SOUTH BURLINGTON, VT 5403
LOSO HARRY J & DIANE M
53 MARYLAND ST
SOUTH BURLINGTON, VT 5403
METHOT DAVID F & RACHEL V
57 DUMONT AVE
SOUTH BURLINGTON, VT 5403
MUNSON EARTH MOVING CORP
C/O SOUTH BURLINGTON REALTY
CO
PO BOX 2204
SOUTH BURLINGTON, VT 5407
MUNSON RANDALL G O'BRIEN DANIEL J & LEO J JR O'BRIEN DANIEL J & LEO J JR
C/O SOUTH BURLINGTON REALTY C/O R. L VALLEE INC. PO BOX 2184
PO BOX 2204 280 SOUTH MAIN STREET SOUTH BURLINGTON, VT 5407
SOUTH BURLINGTON, VT 5407 ST ALBANS, VT 5478
OLTEANU FLORIN & SVETLANA PALMER ALAN D & CHRISTINE L PALMER ALAN D & CHRISTINE L
1 ELIZABETH ST 5576 DORSET STREET 5576 DORSET STREET
SOUTH BURLINGTON, VT 5403 SHELBURNE, VT 5482 SHELBURNE, VT 5482
PICKERING RODNEY A PIERCE SANDRA M PMP REALTY LLC
19404 North 4th Drive 72 DUMONT AVE PO BOX 600
PHOENIX, AZ 95027 SOUTH BURLINGTON, VT 5403 GARDINER, ME 4345
PROULX GERARD E & SUSAN F RDT AVIATION, INC ROBAR PAUL L JR & WANDA
1155 AIRPORT DR C/O TOM WEAVER PO BOX 5190
SOUTH BURLINGTON, VT 5403 25 PINECREST DRIVE BURLINGTON, VT 0
ESSEX JUNCTION, VT 5452
ROBERT SCOTT LLC ROCHFORD CHRISTOPHER & ROONEY WALDEN J & DARLA A
PO BOX 615 REBECCA S 5 MOUNTAIN VIEW BLVD
MANCHESTER, ME 4351 47 MARYLAND ST SOUTH BURLINGTON, VT 5403
SOUTH BURLINGTON, VT 5403
RUSSELL JOHN A & LYNN A S M S REALTY PARTNERSHIP SCRIGGINS GENEVA B
1161 WILLISTON ROAD 4016 WILLISTON RD 420 WHITE ST
SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
SEAFOX INC SHAND ROBERT M SHAND ROBERT M & LYNDA A
443 GOVERNORS LANE 5 ETHAN ALLEN DR 5 ETHAN ALLEN DR
SHELBURNE, VT 5482 SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
SHELBURNE SHIPYARD SHELBURNE SHIPYARD SHEPARD GARY F & BETTY JOAN
PO BOX 610 PO BOX 610 1 PATRICK ST
SHELBURNE, VT 5482 SHELBURNE, VT 5482 SOUTH BURLINGTON, VT 5403
SHIP SEVIN LLC SPRANO ROBERTA M ST JOHN VIANNEY HOME ASSN
C/O KEVIN SPILLANE 392 WHITE ST C/O KNIGHTS OF COLUMBUS
334 TAMARACK SHORES SOUTH BURLINGTON, VT 5403 PO BOX 9214
SHELBURNE, VT 5482 SOUTH BURLINGTON, VT 5407
SUBURBAN VT PROPERTY SWEET LEIGH M & ELLEN F SZWAJA MARIAN & SOPHIE TRUST
ACQUISITIONS LLC 148 COUNTRY CLUB DR EAST 1 BUTLER DRIVE
240 ROUTE 10 WEST SOUTH BURLINGTON, VT 5403 SOUTH BURLINGTON, VT 5403
WHIPPANY, NJ 7981
TATRO SAM E SR & ALBERTA M THIBAULT LEONARD E ` TILLEY FRANCES R
38 DUMONT AVE THIBAULT DOROTHY F 1141 AIRPORT DR
SOUTH BURLINGTON, VT 5403 1184 REYNOLDS ROAD SOUTH BURLINGTON, VT 5403
ST. ALBANS, VT 5478
TIMBERLAKE ASSOCIATES
WALTER E SIMENDINGER
32 SAN REMO DRIVE
SOUTH BURLINGTON, VT 5403
WILLARD MALCOLM
699 NOB HILL ROAD
WILLISTON, VT 5495
WRIGHT WILLIAM G & LORETTA M
11 DUMONT AVE
SOUTH BURLINGTON, VT 5403
TRI-D III LLC
156 Acorn Ln, Suite 109
COLCHESTER, VT 5446
WILLARD MALCOLM
699 NOB HILL ROAD
WILLISTON, VT 5495
WETHERBEE WILLIAM F & MICHAEL
W
467 DEPOT ROAD
COLCHESTER, VT 5446
WOOD WARREN W & EVELYN R
35 CRESCENT BEACH DRIVE
BURLINGTON, VT 5708
Transmittal
L
l`
1
tX-1
Stantec Consulting Services Inc.
55 Green Mountain Drive
South Burlington VT 05403
Tel: (802) 864-0223
233
Fax: (802) 864-0165
Stantec
To: Ray Belair
Company: City of South Burlington
Address: 575 Dorset Street
South Burlington VT
05403
Phone: (802) 846-4106
Date: October 26, 2011
File: 195310180
Delivery: Hand Delivery
From: Jon Leinwohl, P.E.
❑ For Your Information
X For Approval
❑ For Your Review
❑ As Requested
Reference: Burlington International Airport
Heritage Aviation West Facility - Parking Lot Modifications
1130 Airport Drive
Application for Sketch Plan Review
Attachment:
Copies
Doc Date
Pages
Description
1
10/26/11
4
Application for Sketch Plan Review
1
10/26/11
1
Application Fee Check for $363
1
April 2011
5
Adjoining property owner list with stamped
envelopes
5
10/17/11
2
11 "x17" Reduced Size Plans
5
101711
2
Full Size Plans
Ray — please let us know if you have questions regarding this application or require additional
information. Thank you.
ST E CtSULT]7VICES INC.
J n Leinwohl, P.E.
Associate, Transportation
Tel: (802) 864-0223
Fax: (802) 864-0165
ion.leinwohi@stantec.com
cc. Heather Kendrew, BTV
Christopher Hill, Heritage Aviation
File
One Team. Infinite Solutions.
V:\1953\active\1953101 80\Heritage Aviation West\Permitting\South Burlington\SB Sketch Plan Application
Transmittal.doc
CITY OF SOUTH BURLINGTON
DEPARTMENT OF (PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
April 14, 2005
Gary G. Lavigne
Wiemann. Lamphere Architects
245 South Park Drive
Colchester, VT 05446
Re: FBO AV Center Lights
Dear Gary:
Planning & Zoning Director Juii Beth Hinds and myself reviewed the lighting
information you submitted for the FBO AV Center. It is our determination that the
flood lights on poles #3 & #4 only light up the parking area and can be replaced
with the cobra head fixtures. I call to your attention Section 13.07(A) of the Land
Development Regulations which requires these types of light fixtures.
Please let me know when these fixtures are replaced so I may conduct an
inspection prior to issuing the Certificate of Occupancy.
Sointrative
RBelair
AOfficer
M
April 11, 2005
Ray Blair
Administrative Officer
South Burlington City Offices
So. Burlington, Vt. 05403
RE: FBO AV Center
Dear Ray;
Please find attached a site plan showing the location of the site lighting, photos, and descriptions of
each pole and light fixture. In summary, the Owner is removing two poles mounted flood fixtures, and
changing out two flood fixtures with BED Cobra fixtures.
Should you need any additional information, please do not hesitate to call.
GyCAigne, President
kW Lamphere Architects
24°' Soul hPunh �11°'vc
Col r:�wsNc r., Vcrma iimt 054 46
"02.Y,5, i "r;0211) 810.'.655.651'"pj°
FBO AV CENTER
SITE LIGHTING PICTURES
POLE # 1
April 7, 2005
This was a temporary pole with two flood lights directed at a security gate and the front of the
existing office facility. This pole and the fixtures will be removed.
Page 1 245 South Park Drive - Colchester, VT - 05446
p. 802.655.5020 - f. 802.655.6567
www.wiemannlamphere.com
FBO AV CENTER
SITE LIGHTING PICTURES
POLES #3
April 7, 2005
One flood light directed at the main parking lot. Poles #3, and #4 are the only fixtures for the parking
area except pole #2, which is at the south end of the area. Both fixtures will be required to remain in
order to provide minimal security and safety lighting in the parking lot which is utilized on a 24 hour
basis.
Page 3 245 South Park Drive - Colchester, VT - 05446
p. 802.655.5020 - f. 802.655.6567
www.wiemannlamphere.com
FBO AV CENTER
SITE LIGHTING PICTURES
POLES #4
April 7, 2005
One flood light directed at the main parking lot. Poles #3, and #4 are the only fixtures for the parking
area except pole #2, which is at the south end of the area. Both fixtures will be required to remain in
order to provide minimal security and safety lighting in the parking lot which is utilized on a 24 hour
basis.
Page 4 245 South Park Drive - Colchester, VT - 05446
p. 802.655.5020 - f. 802.655.6567
www.wiemaiinlamphere.com
C
FBO AV CENTER
SITE LIGHTING PICTURES
POLE #5
April 7, 2005
One flood light direct at the apron area surrounding the T-Hanger. This fixture will be required to
remain in order to provide minimal security and safety for vehicles and aircrafts.
Page 5 245 South Park Drive - Colchester, VT - 05446
p. 802.655.5020 - f. 802.655.6567
www.wiemannlamphere.com
FBO AV CENTER
SITE LIGHTING PICTURES
POLE #2
April 7, 2005
This is an existing pole with three flood lights directed at the parking lot, the main hanger and
parking lot, the security and emergency gate and vehicle storage on the apron side of the security
fence. The two fixtures directed at the parking lot will be changed out with the standard Corbra
fixtures from BED. The one flood directed at the security and emergency gate and the apron needs to
remain for security and safety reasons.
Page 2 245 South Park Drive - Colchester, VT - 05446
p. 802.655.5020 - f. 802.655.6567
www.wiemannlamphere.com
southbur ington
PLANNING & ZONING
114
Permit Number SD- -
(office use Duly)
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
Heritage Aviation, Inc.
265 Aviation Avenue, South Burlington, VT 05403
Phone: (802) 863- 3626 Fax: (802) 264-6155
4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)
Burlington International Airport legal interest: fee simple
Heritage Aviation, Inc: lessee
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
Christopher Hill
Heritage Aviation, Inc.
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
265 Aviation Ave, South Burlington, VT 05403
Phone: (802) 863-3626 Fax: (802) 264-6155
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;
Christopher Hill: christopher.hillC flyherita e.com; Jon Leinwohl: jon.leinwohl@stantec.com
6) PROJECT STREET ADDRESS: 1130 Airport Drive
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):
The project involves removing approximately 14,425 SF of existing bituminous pavement
parking lot (34 spaces) at the westerly side of the site. The existing bituminous pavement
u-shaped drive in front of the General Aviation Building will also be removed. These areas
will be converted to lawn. 13 new parking spaces will be delineated on the existing
pavement in front of the General Aviation Building. 4 of these spaces will be designated
for Handicap use. A new 5 foot wide concrete sidewalk will be constructed to the building
entrance and an existing sidewalk along the former u-drive will be extended. The promect
also proposes replacing the existing chain -link and barbed wire fence along the Eldridge
Cemetery boundary with ornamental fence similar to the existing cemetery fence along
Airport Drive.
b) Existing Uses on Property (including description and size of each separate use)
The existing property within the project area is used as a parking lot serving the General
Aviation Building, South Hangar, and Tee Hangar.
The General Aviation building was leased to Atlantic Aviation until July 2011. They
operated the facility as a full service Fixed Base Operator (FBO) business. This involved
use of the building as a terminal for private/corporate aircraft customers as well as the
headquarters for approximately 30 employees providing aircraft support services Atlantic
Aviation vacated the property in July 2011 and it was subsequently leased to Heritage
Aviation.
The South Hangar houses 2 businesses that employee 9 persons. The T-hangars house
approximately 15 private aircraft.
A limousine rental company recently has been operating from the parking lot
c) Proposed Uses on property (include description and size of each new use and existing uses to
remain)
Sketch Plan Application Form. Rev. 12-2010
{
Heritage Aviation operates a FBO business from their facility located on Aviation Avenue..
Consequently, they have significantly downscaled use of the 1130 Airport Drive General
Aviation Building to require only 3 employees and insignificant public use. Proposed use
of the South Hangar and T-hangar is unchanged.
The proposed project reflects the reduced need for parking considering the downscaled
use of the General Aviation Building.
The limousine rental business will terminate operations from this site.
d) Total building square footage on property (proposed buildings and existing buildings to remain)
NA
e) Proposed height of building (if applicable) NA
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 %
Proposed Unknown % (5.6 acres)
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
NA
12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING
ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre -
addressed envelopes. The city will add the return address).
13) ESTIMATED PROJECT COMPLETION DATE September 2012
Sketch Plan Application Form. Rev. 12-2010
I
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.
SIGNATURE OF APPLICANT
SIGNATURE OF APPLI ANT
SIGNATURE OF PROPERTY OWNER
Do not write below this line
DATE OF SUBMISSION:
I have reviewed this sketch plan application and find it to be:
Complete ❑ Incomplete
Administrative Officer
Date
The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits
for this project. Call (802) 879-5676 to speak with the regional Permit Specialist.
Sketch Plan Application Form. Rev. 12-2010
CIVIL ENGINEERING ASSOCIAUS. INC4.
928 Falls Road Phone: 802-985-2323
P.O. Box 485 Fax 802-985-2271
Shelburne, VT 05482 Web: www.cea-
LETTER OF TRANSMITTAL
Date: April 11, 2005
To: Mr. Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
From: Matt Wamsganz
Project(s): FBO AVCenter As -Built
1130 Airport Drive
So. Burlington, VT
CEA Job #04146
Description: Please find enclosed the following information:
➢ Revised sheet C3 showing as -built conditions for your use
Message: Ray,
This sheet has been revised based on mark-ups from DEW Construction. Please
call if you have any questions or need additional information. Thanks!
Copies To: Gary Lavigne, Wiemann-Lamphere
CAI-CEP.\umsmittals\04146g d«
f
Page I of I
Ray Belair
From: George Bacigalupo [gbacigalupo@avports.com]
Sent: Thursday, October 28, 2004 1:42 PM
To: Rbelair@sburl.com
Subject: request for change of Island
Hi Ray,
Thanks for taking the time to meet with me this morning to address my concerns
with one of the islands that is planned for the parking lot of our new hangar project.
Do to time constraints for paving before winter; we realize that we would not be able
to meet with the review board until December 1 oth. to ask for approval. We have
decided to eliminate the small Island located next to the sidewalk near the cul-de-sac
in hopes that the board members will approve the additional green space that will be
installed around the electrical vault. This would allow for the placing of small shrubs
in front of and around the vault to provide cover for the conduits penetrating the
building.
You had stated to me that if the board does not approve the change you would issue
FBO AvCenter a six month extension to complete the work sometime in the spring of
2005 and allow us to open our facility even though the island had been eliminated.
Thank you for you understanding with this matter. Please call me with any
questions.
George Bacigalupo
General Manager
FBO AvCenter
1130 Airport Drive
So. Burlington Vt. 05403
Ph. 802.657.3100
Fax. 802.657.3200
10/28/2004
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VER1\4ONT 05403
(802) 846-4106
FAX (802) 846-4101
July 21, 2004
Steve Vock
Civil Engineering Associates, Inc.
PO Box 485
Shelburne, VT 05482
Re: Minutes
Dear Mr. Vock:
Enclosed, please find a copy of the minutes from the June 15, 2004
Development Review Board meeting.
If you have any questions, feel free to contact me.
Sincerely,
'E*
Betsy McDonough
Administrative Assistant
Encl.
DEVELOPMENT REVIEW BOARD
15 JUNE 2004
landscaping. He indicated dumpster location and snow storage and said these will not change.
He also showed a photo of the location. Mr. Bolton stressed the importance of keeping
landscaping in place. The applicant indicated that no existing landscaping will be affected by
this project.
The applicant requested combining preliminary and final plat hearings.
Mr. Bolton asked about draining. Mr. White said there is a very slight increase in impervious
surface.
Members had no problem combining preliminary and final plats.
Continued site plan application #SP-04-18 of BTV Avicenter, Inc., to: 1) raze a 12,966
angar and storage building, 2) construct a 17,600 sq. ft. hangar and storage building, and
3) construct a 15,381 sq. ft. hangar, 1130 Airport Drive:
Mr. Vock reviewed the outstanding issues.
1. They have met with the Fire Chief, and the building will not be sprinklered.
2. Mr. Vock showed the location of a new hydrant as requested by the Chief.
3. The Chief is comfortable with no access through the emergency gate. The Chief
does want access around the perimeter of the building.
4. Mr. Vock showed snow storage areas. They are outside of proposed
landscaping.
5. Mr. Vock also showed the location of the emergency key box.
6. Lighting will be within city standards.
Mr. Lavigne showed a rendering from Williston Road.
Mr. Krinski, landscape architect, said he agrees with staff recommendations.
A row of Austrian pine will be planted along the security fence. They will also screen the
parking lot from Airport Drive and will plant a row of white spruce between the existing tree
rows. They will cut out 5 landscaped islands in the paved areas and will plant Valley Forge elm
trees on these islands. Craig Lambert has approved of these plans. A turn -around will also be
defined with small islands planted with lilacs.
Mr. Belair said he has no remaining issues.
Mr. Bolton asked about the big white tank that is now in the area. The applicant said this
contains de-icing fluid.
-2-
DEVELOPMENT REVIEW BOARD
15 JUNE 2004
Mr. Kupferman moved to approve Site Plan Application #SP-04018 of BTV Avicenter, Inc.,
subject to the stipulations in the draft motion of 15 June 2004. Mr. Bolton seconded. Motion
passed unanimously.
5. Continued Public Hearing: Final plat application #SD-04-36 of F & M Development Co.,
LLC, to amend a planned unit development consisting of. 1) 283 residential units in six
buildings, 2) subdividing two parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft.
building which will include 11,000 sq. ft. of retail, 150 seat 7500 sq. ft. restaurant, 70,000
sq. ft. general office, 2500 sq. ft. drive -in -bank, and ten residential units, 4) a 7200 sq. ft.
addition to an indoor recreation facility, and 5) an existing 16,000 sq. ft. television studio
and office building. The amendment consists of: 1) a boundary line adjustment between
lots 1 & 2, 2) increasing the number of residential units from 63 to 89 at 346 Farrell Street,
3) parking lot modifications, 4) substituting an approved 7200 sq. ft. addition to an indoor
recreational facility with two additions of 2450 sq. ft. and 1980 sq. ft., and 5) making
several other minor modifications to the project, Farrell Street:
Mr. Farrell said he had met with neighbors and made one change to the plan: the Twin Oaks
parking lot has been cut back by 4 spaces in order to build a berm. The developer will also add
money to a neighborhood fund. They will do more landscaping near the "neck -down" in order to
discourage "mad dashes." If the Public Works Dept. will allow it, they may possibly add a speed
bump.
Mr. Farrell showed a rendering of the south elevation. He indicated he had talked with Twin
Oaks about the neighbors concerns, and they may have to do something about drainage.
The project is now requesting a 52-vehicle waiver for parking. The landscape budget went up
$3-4,000.
Mr. Barritt said there is a concern with additional noise for neighbors. He did not understand the
need for additional parking at Twin Oaks. He felt they could get rid of that as well as the berm.
He cited problems at Twin Oaks with standing water that breeds mosquitoes, etc. There is also
junk thrown in at the northeast corner. Mr. Barritt also noted two police calls resulting from
noise at Twin Oaks between 11 p.m. and 7 a.m. The PA systems are being used inside and they
reverberate throughout the adjacent neighborhood. Mr. Barritt felt Twin Oaks is understaffed for
night activity.
Mr. Farrell said he has a contractual arrangement with Twin Oaks and does have control of
drainage issues. He will do something about this problem. Mr. Bolton suggested extending the
existing berm. Mr. Farrell felt that wasn't a good idea as they need to allow drainage to flow
between them and not be dammed up.
-3-
1
State of Vermont
WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT
LAWS/REGULATIONS INVOLVED
Environmental Protection Rules
Effective August 16, 2002
Case Number: WW-4-2133
PIN: EJ96-0386.10
Landowner: City of Burlington
Address: Burlington International Airport
1200 Airport Drive
South Burlington VT 05403
This project, consisting of the demolishing an existing hangar and storage building to be replaced by
a hanger connected to the municipal water and sanitary sewer services and a T-Hanger with no water
or sewer services on an existing 5 acre leased lot on the property of the Burlington International
Airport located off Airport Drive in the City of South Burlington, Vermont, is hereby approved under
the requirements of the regulations named above subject to the following conditions.
This does not constitute approval under Act 250 case number 4C0189-1.
GENERAL
1. This permit does not relieve the permittee from obtaining all other approvals and permits as
may be required from the Act 250 District Environmental Commission, the Department of
Labor & Industry— telephone (802) 828-2106 or (802) 879-2300, and local officials prior to
proceeding with this project.
2. The project shall be completed as shown on the following plans which have been stamped
"approved" by the Wastewater Management Division:
Proj.No. 04146, Drawing Number C1 "Ortho Photo Site Plan" dated Apr. 2004 last
revised 5/5/04; Drawing Number C3 "Proposed Conditions Site Plan" dated Apr. 2004
last revised 5/5/04; Drawing Number C5 "Site Plan" dated Apr. 2004; Drawing Number
C6 "Site Details" dated Apr. 2004; Drawing Number C9 "Site Specifications" dated
Apr. 2004; and Drawing Number C10 "Site Specifications" dated Apr. 2004 prepared by
Civil Engineering Associates, Inc.
3. The project shall not deviate from the approved plans in a manner that would change or affect
the exterior water supply or wastewater disposal systems, building location or the approved
use of the building, without prior review and written approval from the Wastewater
Management Division.
4. The conditions of this permit shall run with the land and will be binding upon and enforceable
against the permittee and all assigns and successors in interest. The permittee shall be
responsible for the recording of this permit and the "Notice of Permit Recording" in the South
Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the
conveyance of any lot subject to the jurisdiction of this permit.
5. The Wastewater Management Division now reviews the water and wastewater disposal
systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit.
Wastewater System and Potable Water Supply Permit
WW-4-2133
City of Burlington
Page 2
6. By acceptance of this permit, the permittee agrees to allow representatives of the State of
Vermont access to the property covered by the permit, at reasonable times, for the purpose of
ascertaining compliance with the Vermont environmental and health statutes and regulations.
7. A copy of the approved plans and this permit shall remain on the project during all phases of
construction, and upon request, shall be made available for inspection by State or local
personnel.
WATER SUPPLY & WASTEWATER DISPOSAL
8. No permit issued by the Secretary shall be valid for a substantially completed potable water
supply and wastewater system until the Secretary receives a certification from a designer or
the installer, signed and dated, that states:
"I hereby certify that, in the exercise of my reasonable professional judgment, the
installation -related information submitted is true and correct and the potable water
supply and wastewater system were installed in accordance with the permitted design
and all permit conditions, were inspected, were properly tested, and have successfully
met those performance tests."
This shall include the water service lines and sanitary sewer lines to the structure.
9. The project is approved for water supply by connection to the municipal water system as
depicted on the approved plans. The project is approved for a maximum of 420 gallons of
water per day. The Wastewater Management Division shall allow no other method, or
location of obtaining potable water without prior review and approval.
10. The project is approved for wastewater disposal by the construction of a connection to the
municipal wastewater treatment facility as depicted on the approved plans. The project is
approved for a maximum of 420 gallons of wastewater per day. The Wastewater
Management Division shall allow no other method, or location of wastewater disposal without
prior review and approval.
Dated at Essex Junction, Vermont on June 29, 2004.
Jeffrey Wennberg, Commissioner
Department of Environmental Conservation
By
Ernest Christianson
Regional Engineer
C For the Record
South Burlington Planning Commission & Select Board
Civil Engineering Associates, Inc.
Water Supply Division
Act 250 District Environmental Commission #4
Department of Labor & Industry
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNE�4G & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
June 21, 2004
Steve Vock
Civil Engineering Associates
PO Box 485
Shelburne, VT 05482
Re: Site Plan Application #SP-04-18
Dear Mr. Vock:
Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced
project approved by the South Burlington Development Review Board on 6/15/04
(effective 6/17/104). Please note the conditions of approval, including that the applicant
shall obtain a zoning permit within six (6) months of this approval or this approval is null
and void.
If you have any questions, please contact me.
Sincerely,
ffl4�
Betsy M onough
Administrative Assistant
Encl.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD
Report preparation date: June,11, 2004
\drbWt\FBO_avicenter\site plan.doc
Application received: June 10, 2004
SITE PLAN APPLICATION #SP-04-18
FBO AVCENTER
Agenda #4 Meeting date: June 15, 2004
Owner
Applicant
City of Burlington
BTV AVCENTER, Inc.
1200 Airport Drive
1130 Airport Drive
S. Burlington, VT 05403
S. Burlington, VT 05403
Engineer
Property Information
Civil Engineering Associates, Inc.
Airport Industrial (AIR-1) Zoning District
PO Box 485
27.1 acres
Shelburne, VT 05403
Map
Locationzl
1�
pA
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CITY OF SOUTH BURLING TON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sit\FBO avicenter\site plan.doc
BTV AvCenter Inc., hereafter referred to as the applicant, is requesting site plan approval to: 1)
raze a 12,966 hangar and storage building, 2) construct a 17,600 sq ft hangar and storage
building, and 3) construct a 15,381 sq ft hangar, 1130 Airport Drive. The Development Review
Board last reviewed plans for the subject property on June 1, 2004 (minutes attached).
Associate Planner Brian Robertson and Administrative Officer Raymond Belair, referred to
herein as Staff, have reviewed the plans and have the following comments:
ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
Table 1. Dimensions/ Requirements
AIR -I Zoning District
Required
Proposed
4 Min. Lot Size
3 acres
27.1 acres
Max. Building Coverage
30%
Na
Max. Total Coverage
50%
n/a
Max. Front Yard Coverage
30%
18.4%
Min. Front Setback
57 ft.
57 ft.
Min. Side Setback
35 ft.
n/a
Min. Rear Setback
50 ft.
n/a
zoning compliance
SITE PLAN REVIEW STANDARDS
Section 14.06 of the South Burlington Land Development Regulations establishes the following
general review standards for all site plan applications:
(a) The site shall be planned to accomplish a desirable transition from structure to site,
from structure to structure, and to provide for adequate planting, safe pedestrian
movement; and adequate parking areas
Staff feels the proposed project accomplishes a desirable transition from structure to site and from
structure to structure. This site is part of the Burlington International Airport, so the proposed
structures will be complimented by the surrounding structures.
The layout of the proposed project provides for adequate planting and the applicant has submitted
a proposed landscape plan. The site currently has 150 parking spaces, 4 of which are
handicapped -accessible. The proposed project will reduce the number pf parking spaces on the
site to 133, 5 of which will be handicapped -accessible. The Land Development Regulations do not
have specific parking requirement for this type of facility, so staff feels the applicant's parking
assumptions are adequate.
Staff feels pedestrian movement on the site will be adequate for the proposed use.
C C
CITY OF SOUTH BURLING f-ON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
ldrb\sitTB0 avicenter\site plan.doc
(b) Parking shall be located to the rear or sides of buildings to the greatest extent
practicable.
The parking on the subject property current exists and no changes are proposed.
(c) Without restricting the permissible limits of the applicable zoning distrlc4 the height
and scale of each building shall be compatible with its site and existing or adjoining
buildings.
The height of the proposed T-hangar building is 167", which is under the 35' maximum for
structures with flat roofs. The height of the proposed Aircraft Hangar is 363", which is under the
40' maximum for structures with pitched roofs. Both of the proposed buildings will be compatible,
in terms of height and scale, with the surrounding buildings that comprise the Airport.
(a9 Newly installed utility services and service modifications necessitated by exterior
alterations or building expansions shall, to the extent feasible, be underground.
1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
(e) The DRB shall encourage the use of a combination of common materials and
architectural characteristics, landscaping, buffers, screens and visual interruptions
to create attractive transitions between buildings of different architectural styles.
The applicant submitted building elevation plans and staff feels the architectural characteristics are
adequate.
(t) Proposed structures shall be related harmoniously to themselves, the terrain, and to
existing buildings and roads in the vicinity that have a visual relationship to the
proposed structures.
Staff feels the proposed structure relates harmoniously to the existing buildings in the vicinity.
Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the
South Burlington Land Development Regulations:
(a) The reservation of land may be required on any lot for provision of access to
abutting properties whenever such access is deemed necessary to reduce curb cuts
onto an arterial of collector street, to provide additional access for emergency or
other purposes, or to improve general access and circulation in the area.
Staff does not feel it is necessary to create any additional access points to the properties that abut
the subject property.
(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.
Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sit\FBO avicenter\site olan.doc
(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).
The applicant is proposing to screen the existing dumpster with an existing cedar hedge.
(49 Landscaping and Screening Requirements
Pursuant to Table 13-9 of the Land Development Regulations, the proposed project will require a
minimum of $22,500 of landscaping. The application stated that an additional $16,195 of
landscaping will be provided and are seeking a landscape credit of $6,305. The applicant's
landscaped plans are contained on sheet L1 of the plans. Pursuant to Section 13.06(F) of the
Land Development Regulations, landscape plans shall be prepared by a landscape architect or a
professional landscape designer. In addition, pursuant to Section 13.06(G) of the Land
Development Regulations, a landscape budget prepared by a landscape architect or professional
landscape designer shall be submitted to ensure minimum planting costs are met. The landscape
plan and budget (attached) are in compliance with this requirement.
Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area
with twenty (20) of more parking spaces, at least ten percent (10%) of the interior of the parking
area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous
shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when
measures six (6) inches above ground at the time of planting, shall be provided within each
parking area for every three thousand (3,000) square feet of paved area or every ten (10)
parking spaces, whichever is greater. The plans are in compliance with this requirement.
Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must
be specified and located in an area that will minimize the potential for run-off.
2. The plans should be revised to clearly depict the proposed snow storage areas, prior to
issuance of a zoning permit.
Lighting
Staff notes that pursuant to Appendix A.9 of the Land Development Regulations, luminaries
shall not be placed more than 30' above ground level and the maximum illumination at ground
level shall not exceed an average of three (3) foot candles.
3. The plans shall be revised to indicate that luminaries will not exceed 30' above ground level,
prior to issuance of a zoning permit.
Staff notes that pursuant to Appendix A.10(b) of the Land Development Regulations, indirect
glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and
an average of 0.1 foot candles average.
The applicant submitted exterior lighting details (cut -sheets) with the application (attached). The
lighting types are in compliance with Appendix D of the Land Development Regulations.
4. All exterior lighting shall be in compliance with Appendix D of the Land Development
Regulations.
fi
CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sit\FBO avicenter\site glan.doc
Access✓Circulation
Access to the subject property proposed via a 25' wide curb -cut off of Airport Drive. Neither
access nor circulation on the site will be altered through the proposed project.
Traffic
The proposed project will not increase the traffic on the subject property.
Other
The City Engineer reviewed the plans for the proposed project and provided comments dated
May 20, 2004 (attached).
The South Burlington Water Department reviewed the plans and provided comments in letters
dated May 27, 2004 and June 1, 2004 (attached).
5. The applicant shall comply with the requests of the South Burlington Water Department, as
outlined in the letters from Jay Nadeau dated May 27, 2004 and June 9, 2004.
The South Burlington Fire Chief reviewed the plans for the proposed project and provided
comments in a letter dated May 27, 2004 (attached).
6. The applicant shall comply with the requests of the South Burlington Fire Department, as
outlined in the letter from Chief Douglas Brent dated May 27, 2004.
RECOMMENDATION
Staff recommends that the Development Review Board approve Site Plan application #SP-03-49,
conditional upon the applicant addressing the numbered items in the "Comments" section of this
document..
Respectfully submitted,
Brian Robertson, Assam°Planner
Copy to: Steve Vock
C
928 Falls Road
P.O. Box 485
Shelburne, VT 05482
June 10, 2004
Mr. Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Re: Proposed FBO AvCenter
1130 Airport Drive
So. Burlington, VT
Dear Ray:
Phone: 802-985-2323
Fax: 802-985-2271
E-Mail: mail@cea-vt.com
As per discussions at the Site Plan Review Meeting and correspondence with the South Burlington
Water Department, Champlain Water District and the South Burlington Fire Chief, we have made
several changes to the site plan and have summarized these changes below:
• The front yard setback along Airport Drive has been changed from 40 feet to 57 feet'and the
proposed T-Hangar has been moved 13 feet to the east to comply with the new setback.
• The parking area has been slightly reconfigured to incorporate several landscape islands.
The number of proposed parking spaces has not changed because of this change and remains
at 133 total spaces.
• The existing water lines and proposed water line have been more accurately depicted on the
plan and a hydrant has been added west of the proposed hangar within a landscape island.
• A Fire Department connection has been added at the northwest corner of the building and
notes have been added to the plan to address the location of an alarm panel, emergency key
box and annunciator.
• The curbed island at the northwest corner of the proposed hangar has been increased in size
to accommodate a condenser unit, bollards and a sidewalk to the emergence exit door.
• A note has been added that calls for the existing cedar hedge to remain in place to provide
screening for the existing dumpster
We have enclosed five full size plans and one 11 x 17 plan of our plans for your use.
I
C
Mr. Ray Belair
Page two
June 10, 2004
If you should have any questions or need additional information, please feel free to contact me at
985-2323 x303.
Respectfully,
Matthew J. Wamsganz
\njw
cc: Al Frey (DEW)
George Bacigalupo (FBQ AvCenter)
P \AUTOCADD PROJECTS\2004\04146\04146-BELAIRA DOC
South�
May 27, 2004
Burlington Fire Department
g P
575 Dorset Street
South Burlington, VT 05403
(802) 846-4110
Douglas S. Brent, Fire Chief
Ms. Juli Beth Hoover, Director of Planning and Zoning
City of South Burlington
575 Dorset Street
South Burlington, Vermont 05403
Re: FBO Avicenter
Dear Juli:
I have reviewed the plans for the proposed construction of the two new hanger
facilities at the FBO Avicenter. I have also made a site visit to try to envision the siting of
this project. This type of facility can have some very special fire protection needs. It will
be important for me to work closely with the personnel from Vermont Department of
Labor and Industry Fire Prevention Division as this project moves along.
After my first review of this project I have the following recommendations:
Compliance with all requirements of Vermont Labor and Industry Fire
Prevention Division codes and standards.
2. Automatic sprinklers and alarm system as required. The building and
hangers shall be provided with a full automatic sprinkler system.
3. Fire Department Sprinkler Connection location to be specified by SBFD.
4. Fire Alarm panel and annunciator location to be specified by SBFD.
5. Provide an emergency key box, location to be specified by SBFD.
6. I would request at least I additional hydrant to be installed with location to
be specified by SBFD.
Page - 2
At this point these seem to be the major issues which present themselves. As this
project moves forward additional items may surface which could be dealt with as needed
with the assistance of the developer and Labor and Industry.
Should you need any further assistance on this project please feel free to contact
me.
(:!!),erely,
Douglas S. Brent
Fire Chief
II
BILL SZYMANSKI, City Engineer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
846-4106 (phone) 846-4101(fax)
COMMENTS
F.B.O. Avicenter
Burlington Airport
5/2O/04
i. Water main relocation shall be reviewed by the South Burlington Water
Department.
CI
SOUTH BURLINGTON WATER DEPARTMENT
May 27, 2004
Mr. Stephen Vock
Civil Engineering Associates, Inc.
PO Box 485
Shelburne, VT 05482
RE: FB AVCENTER
Dear Steve:
403 Queen City Park Road
South Burlington, VT 05403
Phone: (802) 864-4361
Fax: (802) 864-0435
The South Burlington Water Department has reviewed the plans for the above referenced
project. Please find my comments below as they relate to these plans prior to our meeting on
site this morning.
1. At this time the City of South Burlington does not have sufficient water storage for any
new project requiring more than 1,000 gallons per day (gpd) in this water service area.
No construction shall be permitted that may restrict or encumber water supply and
storage for the City's current customers until additional storage has been made available.
2. Please complete the attached Application for Water Allocation and return it to the South
Burlington Water Department as soon as possible. As your project continues, the
Application for Water Allocation will need final approval, which will be contingent upon
construction of additional water storage volume serving this section of the City. Final
engineering and construction is underway and the estimated on line date for the new tank
is October 2004.
3. All construction drawings and plans shall have a note saying "All water line and related
work to be performed in accordance with the Specifications and Details for the
Installation of Water lines and Appurtenances for all Water Systems Owned by the
Champlain Water District, the City of South Burlington, Colchester Fire District #l, and
the Village of Jericho. Please add this note to future plans in visible locations. All water
installation work and water distribution material must comply with these specifications.
4. All domestic services and fire sprinkler systems that are connected to the public water
system shall be protected with a backflow prevention assembly, and an appropriate
thermal expansion system in compliance with the Ordinance For The Control Of Cross
Connections Within The Water System Of the City Of South Burlington. Please contact
this department for more information on backflow protection devices.
5. The existing water line shown on your plans as coming through the meter vault is known
to be cut and capped downstream of the meter vault. The only water line from the meter
vault is a 2" line that supplies the existing De-Icer tanks. The proposed water line wet
taps on each end of the proposed water line are unnecessary. It is preferable to not
reactivate any portion of the old water line for this project. One alternative to the
proposed waterline would be to remove the existing meter vault and associated lines,
install a new gate valve in place of the one west of the meter vault (not shown on these
plans) and install a new 8" water main from that point to the building. Another
alternative would be to tap the water line that runs to the FB AV Center to the north, and
install the line from that point to the new building. This would be a preferred method.
6. It is recommended that in either of the alternatives chosen from number 5, that the
existing meter vault and meter be excavated and removed.
7. In the event that the second alternative is chosen from number 5 above, then the existing
water line shall be exposed nearest the main line on Airport Drive (at the valve on the
west side of Airport Drive not shown on these plans), and cut and capped. This will
require some excavation in Airport Drive. Field confirmation of line size must be
obtained prior to cutting and capping.
8. Access must be provided to the Department for those curb stops and gate valves located
outside the City ROW for disconnecting service to delinquent accounts provided that the
City of South Burlington follows the requirements set forth in State Statute Title 24
V.S.A. Chapter129, Uniform Water and Sewer Disconnect.
9. Eight -inch Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges
installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the
pipe.
10. All hydrants shall meet the aforementioned specifications, and a hydrant flag shall be
supplied with each hydrant. Hydrant drains shall have all drains plugged prior to
installation.
11. If the water line is installed as proposed a fire hydrant shall be installed on the new water
main, at a point that is agreeable to the South Burlington Fire Department. The hydrant
should be located at a point that will not only facilitate the Fire Department in an
emergency, but also the SBWD for water quality flushing purposes.
12. No underground utility lines or structures shall be installed within four feet from the
water main on either side, from the top of the main to the finish grade, with the exception
of storm sewer and sanitary sewer lines as stated in the above referenced Specifications.
Trees shall not be placed over any water main or service line, nor placed within 20' of
any appurtenance, including fire hydrants. Generally, other underground utilities shall be
placed on the opposite side of the road from proposed or existing water mains.
13. Separation between the water main and service line and nearby sanitary and storm sewer
lines shall comply with the VT WSR requirements and the above referenced
Specifications.
14. The South Burlington Water Department ordinance states that "All water lines and
appurtenances not located in the City right-of-way or public grounds shall be considered
private pursuant to the ordinance and others of the City," and;
15. "The Department shall not maintain any water lines that have not formally been accepted
by the City, except in subdivisions that are designed to Department specifications and are
intended to be accepted," and;
16. "All water lines and appurtenances located within an area so designated as restricted or
private by the developer shall be considered private."
17. Historically, the South Burlington Water Department has practiced overseeing the repair
and maintenance of all water mains and appurtenances off from those mains not located
in the ROW or deeded over to the City after formal approval. For this project, the water
mains will be shown as being private.
18. It must be understood that this Department would only provide the service of overseeing
the repair and maintenance of the water mains and appurtenances after we have
inspected, approved the installation of the water main and service lines beyond the City
owned locations, and received As-Builts on the project.
19. The labor rate would be the same as approved in the Management Contract by the
Champlain Water District and the City of South Burlington, revised annually.
20. The above referenced labor and material charges are in addition to any fee required under
the South Burlington Water Department Ordinance, such as but not limited to private fire
hydrants and sprinkler systems. At this time private fire hydrants are assessed a $100 per
hydrant annual fee.
21. Prior to any building construction, the building contractor must contact this Department
to discuss City requirements for meter sizing, meter settings, and backflow protection.
22. The SBWD shall be sent any future hard copy plans involving this project for review,
separate from the South Burlington Planning and Zoning office requirements. Future
plans must include details and specifications as required in the above referenced
Specifications. Prior to final plat recording the SBWD shall be provided a copy of the
final plans.
23. The SBWD shall be notified prior to backfilling to inspect all fittings, main line taps,
appurtenances, water line crossings, and testing.
24. Further review changes may be required as this project proceeds through the permit
process. The SBWD shall be provided a final plat for this project prior to recording for
final review and approval.
25. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version
14 Format or newer shall be supplied to this department upon completion of the water
system improvements.
If you have any questions or I can be of further assistance, please call me.
Sincerely, AJay Nadeau
Superintendent
CC. Brian Robertson
DD. Doug Brent
Plan Reviews: FB AVCenter
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SOUTH BURLINGTON WATER DEPARTMENT
403 Queen City Park Road
South Burlington, VT 05403
Phone: (802) 864-4361
Fax: (802) 864-0435
June 1, 2004
Mr. Stephen Vock
Civil Engineering Associates, Inc.
PO Box 485
Shelburne, VT 05482
RE: FBO AVCENTER
Dear Steve:
The South Burlington Water Department has reviewed the revised plans for the above
referenced project. Please find my comments below as they relate to these plans and refer
also to my letter dated May 27, 2004.
I . The proposed location of the new water line that will supply the proposed hanger is
acceptable to this Department.
2. The plan to cut and cap the existing water line on the west side of Airport Drive and
remove the meter vault and meter is acceptable to this Department. This Department
must be notified no less than 48 hours in advance of the cut and cap so that we can be
there to inspect the project.
3. Six-inch Ductile Iron (DI) water pipe shall have no less than two (2) brass wedges
installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the
pipe.
4. Since receiving this set of plans we have discussed the request from the South
Burlington Fire Department to install a fire hydrant within this project area. If it is
determined that the existing water line from the west side of Airport Drive is to be used
to supply a new hydrant then the following shall be required:
a. The hydrant location shall be at a point agreeable to the SBWD and the SBFD.
b. The existing gate valve on the east side of Airport Drive shall be removed and a
new gate valve installed.
c. New eight -inch (8") DI water line shall be run from that gate valve to the new
hydrant location.
d. The FBO AVCENTER shall remain responsible for maintenance and repairs of
the new water main and fire hydrant from the water main on Airport Drive up
to and including the fire hydrant. That is, the hydrant and entire supply line
shall be considered private.
5. Prior to any building construction, the building contractor must contact this Department
to discuss City requirements for meter sizing, meter settings, and backflow protection.
6. The SBWD shall be sent any future hard copy plans involving this project for review,
separate from the South Burlington Planning and Zoning office requirements. Future
plans must include details and specifications as required in the above referenced
Specifications. Prior to final plat recording the SBWD shall be provided a copy of the
final plans.
7. The SBWD shall be notified prior to backfilling to inspect all fittings, main line taps,
appurtenances, water line crossings, and testing.
8. Further review changes may be required as this project proceeds through the permit
process. The SBWD shall be provided a final plat for this project prior to recording for
final review and approval.
9. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.D WG
Version 14 Format or newer shall be supplied to this department upon completion of the
water system improvements.
If you have any questions or I can be of further assistance, please call me.
Sincerely,
i
Jay Nadeau
Superintendent
CC. Brian Robertson
DD. Doug Brent
Plan Reviews: FB AVCenter- Revised
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- �C.
DEVELOPMENT REVIEW BOARD
1 JUNE 2004
Mr. Dinklage urged the applicant to talk with neighbors. He noted there are objections
which the Board will have to take into consideration.
Mr. Barritt asked if Shunpike Road is under the same pressure as Mary Street and
whether there is an expectation it will be built out as residential. Mr. Dinklage said he
knows of no intention to make it anything other than residential. There could be no
commercial uses without a zoning change. It is now zoned R-4.
9. Site Plan Application #SP-04-18 of BTV AVCENTER, Inc., to: 1) raze a
12,966 hangar and storage building; 2) construct a 17,600 sq ft. hangar and
storage building, and 3) construct a 15,381 sq. ft. hangar, 1130 Airport
Drive:
Mr. Vock noted the plan was changed to reflect staff comments, particularly setbacks
from Airport Drive. The setback is now 57 feet.
They will replace an existing hangar. The new one is moved back a bit to meet FAA
requirements.
Regarding water service, Mr. Vock said that after meeting with CWD, they found the line
they wanted to use has been abandoned. So they will tie into an existing line. The Fire
Chief wants an additional hydrant. They will talk with him about location.
Mr. Vock noted that the operation of the facility will not change. There will be no
additional traffic, sewer use, etc.
Mr. Lavigne said they have hired T.K. Landscaping. The landscaping plan will be done in
accordance with Mr. Lambert's requests. Existing landscaping was indicated. There will
now be islands in the parking area and landscaping will also include 2 street trees.
Ms. Kupersmith noted this is a gateway to Vermont and should be enhanced. Mr.
Dinklage asked about new landscaping west of the new hangar. Mr. Lavigne said there is
new landscaping there put in by the Airport. Mr. Dinklage said the planes are still very
visible.
Mr. Bolton felt there should be an emergency access in the corner of the lot. The one that
is there is closed over and can't be utilized. Mr. Baccigalupo said there are no gas tanks
in the area. Mr. Bolton said tanks appear from time to time, especially when there are
new airlines on the site. Mr. Baccigalupo said that has not been the case for 8 years. No
fuel is stored on this side of the Airport. This ramp has only airplane storage.
Mr. Belair said if the Board approves a plan with no fuel storage, they would have to
come back to the Board if they want to put fuel there. Mr. Baccigalup said there is no
plan to put fuel there.
DEVELOPMENT REVIEW BOARD
1 JUNE 2004
Mr. Dinklage asked about the sign on the corner requested by the Board. He said he
thought there was an agreement that it would be built when the Sign Ordinance changed.
Mr. Belair said the Fire Chief is asking that buildings and hangars have full sprinkler
systems. Mr. Vock said they will talk to him about that. The main hangar has sprinklers.
Mr. Kupferman said he would like to see something that would indicate what this will all
look like.
Mr. Barritt asked about protection for the neighborhood when the old hangar is destroyed
in case there is lead in it.
Mr. Boucher moved to continue the application until 15 June. Ms. Quimby seconded.
Motion passed unanimously.
9. Public Hearing: Final Plat Application #SD-04-36 of F&M Development Co.,
LLC, to amend a planned unit development consisting of: 1) 283 residential
units in six buildings, 2) subdividing two parcels of 24,458 acres into eight
lots, 3) a 90,000 sq. ft. building which will include 11,000 sq ft. of retail, 150
seat 7500 sq. ft. restaurant, 70,000 sq. ft. general office, 2500 sq. ft. drive-in
bank, and ten residential units, 4) a 7200 sq. ft. addition to an indoor
recreation facility, and 5) an existing 16,000 sq. ft. television studio and office
building. The amendment consists of: 1) a boundary line adjustment
between lots 1 & 2, 2) increasing the number of residential units from 63 to
89 at 346 Farrell Street, 3) parking lot modifications, 4) substituting an
approved 7200 sq. ft. addition to an indoor recreational facility with two
additions of 2450 sq. ft. and 1980 sq. ft., and 5) making several other minor
modifications to the project, Farrell Street:
Mr. Farrell noted that last year they deleted the senior housing from the plan. The Board
approved 63 units. They now want 89 units. A boundary line adjustment will allow for
that.
They are also eliminating an addition to Twin Oaks and adding 2 smaller additions. Twin
Oaks has 33 parking spaces with a right-of-way over this property.
Mr. Farrell showed a proposed rendering of the residential building. It has been changed
to 4 stories with a flat ridge. He also showed plans of the landscaping details. There is a
$70,000 landscape budget for this building.
The plan is to eliminate the bank from Lot 1 and reduce the size of the restaurant. They
would also increase the retail to make up the difference. They will be coming back with
a substantially redesigned building. The balance will shift to residential.
-5-
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD
Report preparation date: May 24, 2004
\drb\sit\FBO_avicenter\site plan.doc
Application received: April 23, 2004
SITE PLAN APPLICATION #SP-04-18
FBO AVCENTER
Agenda #9 Meeting date: June 1, 2004
Owner
Applicant
City of Burlington
BTV AVCENTER, Inc.
1200 Airport Drive
1130 Airport Drive
S. Burlington, VT 05403
S. Burlington, VT 05403
Engineer
Property Information
Civil Engineering Associates, Inc.
Airport Industrial (AIR-1) Zoning District
PO Box 485
27.1 acres
Shelburne, VT 05403
Location Map
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CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\.sit\FBO avcenterlsite plan.doc
BTV AvCenter Inc., hereafter referred to as the applicant, is requesting site plan approval...
Associate Planner Brian Robertson and Administrative Officer Raymond Belair, referred to
herein as Staff, have reviewed the plans and have the following comments:
ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
Table 1. Dimensional Requirements
AIR-1 Zoning District
Required
Proposed
Min. Lot Size
3 acres
27.1 acres
Max. Building Coverage
30%
n/a
Max. Total Coverage
50%
n/a
Max. Front Yard Coverage
30%
18.4%
♦ Min. Front Setback
50 ft.
44 ft.
Min. Side Setback
35 ft.
n/a
Min. Rear Setback
50 ft.
n/a
zoning compliance
♦ zoning non-compliance
Pursuant to Table C-2 of the Land Development Regulations, the minimum front yard setback in
the AIR-1 Zoning District is 50' from the proposed right-of-way or 57' from the existing right-of-way.
The proposed T-Hanger is only 44' from the existing property line along Airport Drive.
1. The plans shall be revised to show a minimum setback of 57' between the proposed structures
and any front yard property lines.
2. The plans shall be revised to replace any references to a 40' front yard setback with references
to a 57' front yard setback from the existing right-of-way.
SITE PLAN REVIEW STANDARDS
Section 14.06 of the South Burlington Land Development Regulations establishes the following
general review standards for all site plan applications:
(a) The site shall be planned to accomplish a desirable transition from structure to site,
from structure to structure, and to provide for adequate planting, safe pedestrian
movemen4 and adequate parking areas.
Staff feels the proposed project accomplishes a desirable transition from structure to site and from
structure to structure. This site is part of the Burlington International Airport, so the proposed
structures will be complimented by the surrounding structures.
CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING 8 ZONING
\drb\sit\FBO avicenter\site dan.doc
The layout of the proposed project provides for adequate planting and the applicant has submitted
a proposed landscape plan. However, this plan only proposes $700 worth of additional
landscaping, which is significantly less than the $22,500 that would normally be required of this
project, pursuant to Table 13-9 of the Land Development Regulations. The applicant has submitted
a landscape budget that suggests that $25,675 worth of landscaping currently exists on the site.
Therefore, the applicant is requesting a landscape credit of $21,800. The applicant has requested
that the Development Review Board grant this waiver because they feel the site cannot reasonably
accommodate additional landscaping. Some of the landscaping along the comer of Williston Road
and Airport Drive is landscaping that was planted as a requirement for the parking garage and
terminal expansion project at the Burlington Airport. Thus, staff suggests that the Development
Review Board not grant the requested waiver and require the applicant to comply with the
minimum landscape requirement.
The site currently has 150 parking spaces, 4 of which are handicapped -accessible. The proposed
project will reduce the number pf parking spaces on the site to 133, 5 of which will be handicapped -
accessible. The Land Development Regulations do not have specific parking requirement for this
type of facility, so staff feels the applicant's parking assumptions are adequate.
Staff feels pedestrian movement on the site will be adequate for the proposed use.
(b) Parking shall be located to the rear or sides of buildings to the greatest extent
practicable.
Most of the parking spaces are proposed in front of the proposed buildings. While the Development
Review Board generally encourages applicants to locate parking to the rear and sides of buildings,
staff feels the parking layout is sufficient for the proposed use of the properly because putting the
parking behind the proposed buildings would put parked vehicles in conflict with airplanes.
However, this should be a point of discussion at the meeting with the applicant.
(c) Without restricting the permissible limits of the applicable zoning distric4 the height
and scale of each building shall be compatible with its site and existing or adjoining
bullrings.
The height of the proposed T-hangar building is 167', which is under the 35' maximum for
structures with flat roofs. The height of the proposed Aircraft Hangar is 363", which is under the
40' maximum for structures with pitched roofs. Both of the proposed buildings will be compatible,
in terms of height and scale, with the surrounding buildings that comprise the Airport.
(ag Newly installed utility services and service modifications necessitated by exterior
alterations or building expansions shall, to the extent feasible, be underground.
3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
(e) The DRB shall encourage the use of a combination of common materials and
architectural characteristics, landscaping, buffers, screens and visual interruptions
to create attractive transitions between buildings of different architectural styles.
The applicant submitted building elevation plans and staff feels the architectural characteristics are
adequate. However, staff suggests that additional landscaping be proposed to increase the
screening and visual interruption on the site. As mentioned previously in this document, the
CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
1ditsiff!30 avicenteftte plan.doc
landscaping plan should be revised to come into closer compliance with the minimum landscaping
requirement.
(fJ Proposed structures shall be related harmoniously to themselves, the terrain, and to
existing buildings and roads in the vicinity that have a visual relationship to the
proposed structures.
Staff feels the proposed structure relates harmoniously to the existing buildings in the vicinity.
Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the
South Burlington Land Devek)pmeent Regulations:
(a) The reservation of land may be required on any lot for provision of access to
abutting properties whenever such access is deemed necessary to reduce curb cuts
onto an arterial of collector street, to provide additional access for emergency or
other purposes, or to improve general access and circulation in the area.
Staff does not feel it is necessary to create any additional access points to the properties that abut
the subject property.
(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 neighbonng,properties and to the site.
Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
(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).
4. Any proposed dumpsters or other solid waste -handling facilities should be adequately screened
with opaque fencing.
(a) Landscaping and Screening Requirements
Pursuant to Table 13-9 of the Land Development Regulations, the proposed project will require a
minimum of $22,500 of landscaping. The application stated that an additional $700 of landscaping
will be provided and are seeking a landscape credit of $21,800. The applicant's landscaped plans
are contained on sheet 1-1.01of the plans. Pursuant to Section 13.06(F) of the Land Development
Regulations, landscape plans shall be prepared by a landscape architect or a professional
landscape designer. In addition, ,pursuant to Section 13.06(G) of the Land Development
Regulations, a landscape budget prepared by a landscape architect or professional landscape
designer shall be submitted to ensure minimum planting costs are met. The landscape budget is
included on sheet 1-1.01 of the plans.
5. The landscape plans shall be ,revised to indicate that the minimum landscape requirement of
$22, 500 is being met, prior to approval.
CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
kirbksAF60 avicenterlsite alan.doc
6. The landscape plans shall be revised to indicate the name of the landscape professional who
prepared the plans, prior to issuance of a zoning permit.
Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area
with twenty (20) of more parking spaces, at least ten percent (10%) of the interior of the parking
area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous
shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when
measures six (6) inches above ground at the time of planting, shall be provided within each
parking area for every three thousand (3,000) square feet of paved area or every ten (10)
parking spaces, whichever is greater.
7. The plans should be revised to come into compliance with Section 13.06(B) of the Land
Development Regulations, prior to approval.
Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must
be specified and located in an area that will minimize the potential for run-off.
8. The plans should be revised to cleafty depict the proposed snow storage areas, prior to
approval.
Lighting
Staff notes that pursuant to Appendix A.9 of the Land Development Regulations, luminaries
shall not be placed more than 30' above ground level and the maximum illumination at ground
level shall not exceed an average of three (3) foot candles.
9. The plans shall be revised to indicate that luminaries will not exceed 30' above ground level,
prior to issuance of a zoning permit.
Staff notes that pursuant to Appendix A.10(b) of the Land Development Regulations, indirect
glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and
an average of 0.1 foot candies average.
The applicant submitted exterior lighting details (cut -sheets) with the application (attached). The
lighting types do not seem to be in compliance with Appendix D of the Land Development
Regulations. Staff recommends that the applicant submit additional information regarding the
proposed lighting types, so that the Development Review Board can make an informed decision
on the proposed lighting.
10. The applicant shall submit additional information regarding the proposed lighting types, prior
to approval.
11. All exterior lighting shall be in compliance with Appendix D of the Land Development
Regulations.
Access/Circulation
Access to the subject property proposed via a 25' wide curb -cut off of Airport Drive. Neither
access nor circulation on the site will be altered through the proposed project.
CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING $ ZONING
1drb\sitlFBO avicenterlsite plan.doc
Traffic
The proposed project will not increase the traffic on the subject property.
Other
The City Engineer reviewed the plans for the proposed project and provided comments dated
May 20, 2004 (attached).
The South Burlington Water Department reviewed the plans and provided comments in a letter
dated May 27, 2004 (attached).
12. The applicant shall comply with the requests of the South Burlington Water Department, as
outlined in the letter from Jay Nadeau dated May 27, 2004.
The South Burlington Fire Chief reviewed the plans for the proposed project and provided
comments in a letter dated May 27, 2004 (attached).
13. The applicant shall comply with the requests of the South Burlington Fire Department, as
outlined in the letter from Chief Douglas Brent dated May 27, 2004.
RECOMMENDATION
Staff recommends that the Development Review Board continue Site Plan application #SP-03-49.
Respectfully submitted,
Brian Robertson, Associate Planner
Copy to: Steve Vock
Nc c� ( -�C"
DEVELOPMENT REVIEW BOARD
1 JUNE 2004
Mr. Dinklage urged the applicant to talk with neighbors. He noted there are objections
which the Board will have to take into consideration.
Mr. Barritt asked if Shunpike Road is under the same pressure as Mary Street and
whether there is an expectation it will be built out as residential. Mr. Dinklage said he
knows of no intention to make it anything other than residential. There could be no
commercial uses without a zoning change. It is now zoned R-4.
�. Site Plan Application #SP-04-18 of BTV AVCENTER, Inc., to: 1) raze a
12,966 hangar and storage building; 2) construct a 17,600 sq ft. hangar and
storage building, and 3) construct a 15,381 sq. ft. hangar, 1130 Airport
Drive:
Mr. Vock noted the plan was changed to reflect staff comments, particularly setbacks
from Airport Drive. The setback is now 57 feet.
They will replace an existing hangar. The new one is moved back a bit to meet FAA
requirements.
Regarding water service, Mr. Vock said that after meeting with CWD, they found the line
they wanted to use has been abandoned. So they will tie into an existing line. The Fire
Chief wants an additional hydrant. They will talk with him about location.
Mr. Vock noted that the operation of the facility will not change. There will be no
additional traffic, sewer use, etc.
Mr. Lavigne said they have hired T.K. Landscaping. The landscaping plan will be done in
accordance with Mr. Lambert's requests. Existing landscaping was indicated. There will
now be islands in the parking area and landscaping will also include 2 street trees.
Ms. Kupersmith noted this is a gateway to Vermont and should be enhanced. Mr.
Dinklage asked about new landscaping west of the new hangar. Mr. Lavigne said there is
new landscaping there put in by the Airport. Mr. Dinklage said the planes are still very
visible.
Mr. Bolton felt there should be an emergency access in the corner of the lot. The one that
is there is closed over and can't be utilized. Mr. Baccigalupo said there are no gas tanks
in the area. Mr. Bolton said tanks appear from time to time, especially when there are
new airlines on the site. Mr. Baccigalupo said that has not been the case for 8 years. No
fuel is stored on this side of the Airport. This ramp has only airplane storage.
Mr. Belair said if the Board approves a plan with no fuel storage, they would have to
come back to the Board if they want to put fuel there. Mr. Baccigalup said there is no
plan to put fuel there.
-4-
l
DEVELOPMENT REVIEW BOARD
1 JUNE 2004
Mr. Dinklage asked about the sign on the corner requested by the Board. He said he
thought there was an agreement that it would be built when the Sign Ordinance changed.
Mr. Belair said the Fire Chief is asking that buildings and hangars have full sprinkler
systems. Mr. Vock said they will talk to him about that. The main hangar has sprinklers.
Mr. Kupferman said he would like to see something that would indicate what this will all
look like.
Mr. Barritt asked about protection for the neighborhood when the old hangar is destroyed
in case there is lead in it.
Mr. Boucher moved to continue the application until 15 June. Ms. Quimby seconded.
Motion passed unanimously.
9. Public Hearing: Final Plat Application #SD-04-36 of F&M Development Co.,
LLC, to amend a planned unit development consisting of. 1) 283 residential
units in six buildings, 2) subdividing two parcels of 24,458 acres into eight
lots, 3) a 90,000 sq. ft. building which will include 11,000 sq ft. of retail, 150
seat 7500 sq. ft. restaurant, 70,000 sq. ft. general office, 2500 sq. ft. drive-in
bank, and ten residential units, 4) a 7200 sq. ft. addition to an indoor
recreation facility, and 5) an existing 16,000 sq. ft. television studio and office
building. The amendment consists of. 1) a boundary line adjustment
between lots 1 & 2, 2) increasing the number of residential units from 63 to
89 at 346 Farrell Street, 3) parking lot modifications, 4) substituting an
approved 7200 sq. ft. addition to an indoor recreational facility with two
additions of 2450 sq. ft. and 1980 sq. ft., and 5) making several other minor
modifications to the project, Farrell Street:
Mr. Farrell noted that last year they deleted the senior housing from the plan. The Board
approved 63 units. They now want 89 units. A boundary line adjustment will allow for
that.
They are also eliminating an addition to Twin Oaks and adding 2 smaller additions. Twin
Oaks has 33 parking spaces with a right-of-way over this property.
Mr. Farrell showed a proposed rendering of the residential building. It has been changed
to 4 stories with a flat ridge. He also showed plans of the landscaping details. There is a
$70,000 landscape budget for this building.
The plan is to eliminate the bank from Lot 1 and reduce the size of the restaurant. They
would also increase the retail to make up the difference. They will be coming back with
a substantially redesigned building. The balance will shift to residential.
-5-
I
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 28, 2004
Steve Vock
Civil Engineering Associates
PO Box 485
Shelburne, VT 05482
Re: 113o Airport Drive
Dear Mr. Vock:
Enclosed is the agenda for next Tuesday's Development Review Board meeting
and staff comments to the Board. Please be sure that someone is at the meeting
on Tuesday, June 1, 2004 at 7:30 p.m. at the City Hall Conference Room, 575
Dorset Street.
If you have any questions, please give us a call.
Sincerely,
Betsy McIDonough
Administrative Assistant
Encl.
C
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
June 11, 2004
Steve Vock
Civil Engineering Associates
PO Box 485
Shelburne, VT 05482
Re: 113o Airport Drive
Dear Mr. Vock:
Enclosed is the agenda for next Tuesday's Development Review Board meeting
and staff comments to the Board. Please be sure that someone is at the meeting
on Tuesday, June 15, 2004 at 7:30 p.m. at the City Hall Conference Room, 575
Dorset Street.
If you have any questions, please give us a call.
Sincerely,
Betsy nough
Administrative Assistant
Encl.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
June 16, 2004
Steve Vock
Civil Engineering Associates, Inc.
PO Box 485
Shelburne, VT 05482
Re: Minutes
Dear Mr. Vock:
Enclosed, please find a copy of the minutes from the June 1, 2004 Development
Review Board meeting.
If you have any questions, feel free to contact me.
Sincerely,
4�ON R(Au�
Betsy McDonough
Administrative Assistant
Encl.
C �
CIVIL U Irll iERU Ir' ASS JCIAM, jl IC,
928 Falls Road Phone: 802-985-2323
P.O. Box 485 Fax: 802-985-2271
Shelburne, VT 05482 E-Mail: mail@cea-vt.com
May 12, 2004
Mr. Ray Belair
Planning & Zoning
City of South Burlington
575 Dorset Street
So. Burlington, Vermont 05403
Re: FBO AvCenter - Municipal Impact Questionnaire
Dear Ray:
Please find enclosed a copy of the Act 250 Municipal Impact Questionnaire for the proposed FBO
AvCenter. This project consists of the demolition and replacement of an existing hanger along with
a new T-hanger that will house existing airplanes on site. There will be no additional employees and
no change of use on the site. If you could return the completed form to include the Act 250
Application submittal, it would be greatly appreciated. r� 1
Stephen A. Vock, P.E.
SAV:pao
Enclosure
Permit Number SP---�--�_
CITY OF SOUTH BURLINGTON
APPLICATION FOR SITE PLAN REVIEW
All information requested on this application must be completed in full. Failure to provide the requested
information either on this application form or on the plans will result in your application being rejected
and a delay in the review before the Development Review Board.
1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
Burlington International Airport, City of Burlington
1200 Airport Drive, So. Burlington, VT 05403
2) LOCATION OF LAST RECORDED DEED (Book and page #) Multiple Parcels (See Attached)
3) APPLICANT (Dame, mailing address, phone and fax #) BTV AVCENTER, Inc .
1130 Airport Drive, So. Burlington, VT 05403
4) CONTACT PERSON (Name, mailing address, phone and fax #) Stephen A. Vock, P.E.
Civil Engineering Associates, Inc., P.O. Box 485, Shelburne, VT 05482
Phone: 985-2323 Fax: 985-2271
5) PROJECT STREET ADDRESS: 1130 Airport Drive, So. Burlington, VT 05403
6) TAX PARCEL ID # (can be obtained at Assessor's Office) 2000-OOOOOC
7) PROJECT DESCRIPTION
a) Existing Uses on Property (including description and size of each separate use) The existing
property includes an existing 4,208 SF General Aviation Terminal and a 12,966 SF
combined hanger and ground service equipment storage building.
b) Proposed Uses on property (include description and size of each new use and existing uses to
remain) Demolition of the existing hanger and reconstruction of a new 17,600 SF
hanger/GSE storage building. The proposed project also includes the construction
of a new 15,381 SF T-Hanger.
c) Total building square footage on property (proposed buildings and existing buildings to remain)
Existing Aviation Terminal 4,208 SF. New Hanger/GSE Storage Building 17,600 SF.
New Hanger 15,381 SF.
d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify
if basement and mezzanine) Proposed Aircraft Hanger = 35' 3" Tall
Proposed T-Hanger = 16'7" Tall. Both structures are single story aviation hangers.
e) Number of residential units (if applicable, new units and existing units to remain) N/A
f) Number of employees & company vehicles (existing and proposed, note office versus non -office
employees): There will be no change in the number of employees or company vehicles as
a result of this project. Currently there are 3 Company Vehicles;
4 Office Employees; and 20 Field Employees.
I
g) Other (list any other information pertinent to this application not specifically requested above,
please note if Overlay Districts are applicable):
8) LOTCOVERAGE - Due to the size of the Burlington International Airport, there
will be no change in lot coverage as a result of this project.
a) Building: Existing % Proposed %
b) Overall (building, parking, outside storage, etc)
Existing % Proposed %
c) Front yard (along each street) Existing 18.4 % Proposed 18.4 %
9) COST ESTIMATES
a) Building (including interior renovations): $ 1,500,000 (incl. sitework)
b) Landscaping: $ 22,500
c) Other site improvements (please list with cost): Included within total building cost.
10) ESTIMATED TRAFFIC - See attached letter from Civil Engineering Associates.
a) Average daily traffic for entire property (in and out):
b) A.M. Peak hour for entire property (in and out):
c) P.M. Peak hour for entire property (In and out):
11) PEAK HOURS OF OPERATION:
12) PEAK DAYS OF OPERATION:
13) ESTIMATED PROJECT COMPLETION DATE: January 1, 2005
14) SITE PLAN AND FEE
A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5)
regular size copies and one reduced copy Q V x 17") of the site plan must be submitted. A site plan
application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit
A).
2
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.
Do not write below this line
DATE OF SUBMISSION:
y M /6
REVIEW AUTHORITY: Development Review Board Director, Planning & Zoning
I have reviewed this site plan application and find it to be:
ning & Zoning or Designee bate
1
EXHIBIT A `
SITE PLAN
The following information must be shown on the site plan. Please submit five (5) copies and one
reduced copy (I I" x 17") of the site plan. Failure to provide the following information will result in
your application being rejected and a delay in the review before the Development Review Board.
o Lot drawn to scale (20 feet scale if possible)
o Survey data (distance and acreage)
o Contours (existing and finished)
o Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the
zoning regulations
o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping
o Existing and proposed curb cuts, pavement, walkways
o Zoning boundaries
o Number and location of parking spaces (as required under Section 26.25 of the zoning
regulations)
o Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning
regulations)
o Location of septic tanks (if applicable)
o Location of any easements
o Lot coverage information: Building footprint, total lot, and front yard
o North arrow
o Name of person or firm preparing site plan and date
o Exterior lighting details (cut sheets). All lights should be down casting and shielded.
o Dumpster locations (dumpsters must be screened)
o Bicycle rack as required under Section 26.253(b) of the zoning regulations
o If Restaurant is proposed, provide number seats and square footage of floor area provided for
patron use but not containing fixed seats
APPLICATION FEE
New Application $/85. 00*
Amendment $ 35.00*
* Includes $10.00 recording fee
4
CIA
928 Falls Road
P.O. Box 485
Shelburne, VT 05482
April 23, 2004
Mr. Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Re: Proposed FBO AvCenter
1130 Airport Drive
So. Burlington, VT
Dear Ray:
Phone: 802-985-2323
Fax: 802-985-2271
E-Mail: mail@cea-vt.com
The FBO AvCenter is proposing to construct two new hangers on their leased parcel at the
Burlington International Airport. One hanger will replace an existing hanger and the second hanger
will house airplanes that are presently parked south of the existing hanger. Currently there are 4
office employees, 20 field employees and 3 company vehicles. No new employees or company
vehicles are planned as part of this project.
There are 150 parking spaces on the existing site, 4 of which are designated as handicapped. The
proposed plan calls for a reduction to 133 parking spaces and 5 of these spaces will be designated as
handicapped. This reduction in parking indicates that there is no anticipation of increased traffic to
the site,
We feel that because there will be no increase in employees or company vehicles and because there
will be a reduction in parking spaces that a traffic study for this site is not necessary. We also feel
that estimated traffic, peak hours and peak days (#10-12 on Site Plan Application) are not applicable
to this project.
If you should have any questions or need additional information, please feel free to contact me at
985-2323 003.
Respectfully,
Matthew I amsganz
\mjw
cc: AI Frey (DEW)
George Bacigalupo (FBO AvCenter)
PAAMOCADD PROIEC!'S1200404146104146-BBI.AIR.DOC
FBO AVCENTER
Volume 11
Page 537
Volume 78
Page 416
Volume 94
Page 202
Volume 78
Page 206
Date:
CIVIL ENGINEERING ASSOCIATIS. INC.
928 Falls Road Phone: 802-985-2323
P.O. Box 485 Fax: 802-985-2271
Shelburne, VT 05482 Web: www.cea-vLcom
LETTER OF TRANSMITTAL
April 23, 2004
To: Mr. Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
From: Matt Wamsganz
Project(s): Proposed FBO AVCENTER
1130 Airport Drive
So. Burlington, VT
CEA Job #04146
Description: Please find enclosed the following information:
Message:
Copies To:
CA1-CEAthansmrtln1s\04146 doc
➢ Site Plan Application, fee & attachments
➢ 5 full size sets of plans
➢ 1 reduced l lxl7 set of plans (w/5 photos)
(Hand Delivered)
uolBuipng -og jo ,,%j
Mp E Z Udd
Please call if you have any questions or need additional information.
Al Frey (DEW)
George Bacigalupo (FBO AvCenter)
State of Vermont
Department of Fish and Wildlife
Department of Forests, Parks and Recreation
Department of Environmental Conervation
State Geologist
RELAY SERVICES FOR HEARING IMPAIRED
1-800-253-0191 TDD>VoicE
1-800-253-0195 V0CE>TDD
May 24, 2004
City of Burlington
Burlington Int'l Airport
1200 Airport Drive
South Burlington VT 05403
AGENCY OF NATURAL RESOURCES
Department of Environmental Conservation
Wastewater Management Division
Essex Regional Office
111 West Street
Essex Junction, VT 05452
Telephone: (802) 879-5656
RE: WW-4-2133, FBO AvCenter demolishing an existing hangar and storage building and
reconstructing both and a T-hangar on Airport Drive in the City of South Burlington, Vermont.
Dear Applicant:
We received your completed application for the above referenced project on May 19, 2004, iricliWirrg'a'Feie'
of $EXEMPT paid by check #0. Under the performance standards for this program, we have a maximum
of 30 days of "in-house" time to review your application. If we require further information from you to
make a decision, the time until we receive it is not included in the in-house performance standards.
If you have any questions about the review process, or if you have not received a decision on your
application within the 30 in-house days, please contact this office.
We have forwarded the information contained in your application to the Information Specialist for this
region. A Project Review Sheet will be sent to you indicating other state agencies and departments you
should contact regarding additional permits or approvals you may need under their programs. If you have
not already done so, you should also check with town officials about any necessary town permits.
For the Division of Wastewater Management
Ernestine Chevrier
Regional Office Coordinator
cc: City of South Burlington
Stephen A. Vock
Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury
AAA . y ♦ � � '
• `�
I CITY OF SOUTH BURLINGTON
lk
JOST INVESTMENT, LLce
� a
4
' TlMBERLAKEASSOC. �1 ��`�
O a
� 1
r • dd
INVESTORS CORP. OFVi •\
R �`a ~
s
%6
++
e3
BURLINGTON INTERNATIONAL AIRPORT
SITE ENGINEER:
i r
riVll ENGINEERING ASSOCIATES. INC.
'.O. BOX 41J5 SHELBURNE, VI 05k8z
coPYwc - kOID'[D
DRAMA
CJG
cxecxen
JLM
APPROVED
SAV
OWNER:
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLINGTON, VT
1 ^
PROJECT:
FBO AVCENTER
HANGER
RECONSTRUCTION
BURLINGTON
INTERNATIONAL
AIRPORT
f0�SOUTH BURLINGTON
LOCATION MAP
.. 7°- iYXXI
DATE CRECKKD RKVIMN
5/5/a vv ADD[D wR.rzR uNt. REN•iD PEx¢ PAVEREN
5/3�/oR SNV R[NSID [M k PROP WER IN:, Ro1ED 1 RPIF.RR
8/1o/oR SAv D PAV..0 DNL ADOED RNDWI
,yfNow&
ORTHO
PHOTO
';,. m Raw., •�, SITE PLAN
1
tkM
l M +� '^E � � ���~ ` Jr• DATE DMNING NVNBEN
{E �. APR., 2004
1 AEe V
j (• = 40
04146
SITE ENGINEER -
Illy,, — UVIL ENGINEERING ASSOCIATES INC
EXIST P.O. BOX445 SHHnI/LNE, VT 05W
BUILDING I sDtwsew r,Dc Drortm w.n o....D—a�D�D
1 DMR,
CJG
c n
1 \ 1 I JLM
� .FtiM i, f,I unrovm
•,,I (�7 I ❑p n
� � ^ LEGEND sav
EXI;OWNER.
11 1 1 1 1 I \- •/ =_ III RIM 33035' --_—Ssn_—_ .—_ EXISTING CONTOUR
INV = 132G � 6 — PROPOSED CONTOUR
_: = EXIST. 1
f---- - - SHED
SETBACK LINE
PROPERTY LINE FBO AVCENTER
SETBACK unE
o I I TOPSOIL, SEED
1130 AIRPORT DRIVE
1II MULCH c O IRON
PIN
Lawn /,, % \ SOUTH BURLING TON, VT
I ❑ CONC. MON,
11 I I -- SS GRAVITY SEWER LINE
1 1 �!!! oI •� ,e Yp•�%•% %j/ i 11 I — FM FORCE MAIN
W WATER UNE
PROJECT:
S
OE OVERHEAD ELECTRIC
1 7 I UE UNDERGROUND ELECTRIC
EnI`�TING CB 1 GL I = 3 52• �'
RIM 329 93 / i TELEPHONE FBO AVCENTER
JOST INVESTMENT, LLC 1 ` TI R j �'/ // i -- LINE f R a+v = 32°7 j
! PROPOSED E G GAS LINE HANGER
�_ F�E�E%3l C ./i ,//�� i.i 1 1
33n ,� 'I5oe --� s,a= E� ST• 8 RLING TON INTERNATIONAL AIRP ST STORM ORAINAGE LINE
SHEDS !/ RECONSTRUCTION
1 - w --� —•—•_ — J /% /i j II I ® SEWER MANHOLE
I —
" "N o BURLINGTON
w w z TO
I \ ® STORM MANHOLE
Exlsnnc w a .o oc-, w r---t.w ®.;S6 HYDRANT INTERNATIONAL
E xISTING WA 7ER- TELEPHONE O% \ W
\ vauLT 1 I ® SHUT-OFF
POWER POLE
,SU MIXING E% DEICER \` 6 CATCH BASIN
332 V1 T 332 rTANKS (TYP) I o-o LIGHT POLE
APPROXI AATI I 1 /• I J I -� SIGN
\ 1 LOCATIO J OA 1 1 1
\ 2 EX CAS LINE 1 I DECIDUOUS TREE
1.
NOTES CONIFEROUS TREE
u, I wwww EDGE OF BRUSH/WOODS
I. Utl/lbm Mbnmdo not Purport to OonWEWift or reprem" all `I 1 PR MOE INLEt FROTECnm ti"� E —•—. FENCE
udVd-MCaUd&4m orad/ cwg to dw P/r � />/MI n �1 6 CATCH BASINS (TYP.) DRAINAGE SWAL£
,Waft Uffl14' loowwrie are a proxinieft or T1r• Contrrcw , 1 I SEE SHEET C48 FOF� DETAILS \ I
r/Wl tlrW wYy ar utllly OOrltiah. AN dlaonpnpJN Mal/ ba G w—
wportad b Mra p-ovk er. 77n cbnbaotor ahrd Ev 1
SW (se+ w�) 4-m prior b Ow oonrwodbn. 1 I . / r .es
1 7
J 6 330.66
r
.2 Horkotft rMV&VoN daWm oa bwad an NAD 83 w?d NA at � I I � 1 5 �
MdNOSrnorJlrrn 1
TIMBERLAKE ASSOC.
s rhAD Nnota -
W turd pgtJrb & w are bawd upon do Cny of I 1 V 1 \ PROPOSED
T4 U LAGER
Soutlr BuJA/rKIl1Dn T\ Q I ; 1 �
U1/ 1 NI ! \ Dan cBcclaD IQnaoN
1NJ/
1 I
E%Iv NG C
� "Jo_
RN=32794'
EROSION CONO LEGEND C/
\
\
= 3z23' , io EROSION
NESTORSCORP. QFVJ rI �. \ EXISTING CB SILT FENCE TYP.
+1 +i
^' I` RI M = = 32e 2i, SEE SHEET Ie EXISTING CB CONTROL
oErAlls
RIM 328 30
INV OUT = 325 9' INV OUT = 324 2'
STORM GRATE INLET PROTECTION L __ SITE PLAN
— --�' -- STONE CHECK DA 328
�a STONE aSP ON PAD '� f - - -- - I- -328,
DATE DRAWING MUNK
92Z2229553329-- STONE u DITcH \, f APR., 2004
t GRAPHIC SCALE
INV 15' �_MP _= n ,[ KAU C�
STABILIZED CONSTRUCTION ENTRANCE c3,s :' 1'= �
/``�s ��" ` "`?� 330 GRAPHIC SCALE
TOP L STOCKPILE LOCAnON �, L I,, I rDa ND �o o zD '0 eo ,eD
OA 1 . Co n G4146
C
C�
L
a
c
9
(V
0
3
d
c
CD
0
.O
CL
U
0
a
02150 - EROSION CONTROL
Pori I - Q1.E11AL
SIe.INAR,
• bat .na<e
an,9 a and m la Tne
f Ne^a led e
tolroi'•.�,e . Mn<rn a dr<ded n
I .nn
1 on ,a Mot,1 o Irkl c milye sln<ieel � N<'vermml H�eboa «
Sal Fnx•o: ,nd 5edp�,en1 cans. of on Cmalrutllm
sO«`
R Rxald lie 1•u a
Sectm U2210 - S,I< Eor In
5<tllm D29]fi <rmanml - PSeedbq
102 GENERAL NOTES
< doh.1 e o -1-1 loam ..I.f am In. Drokcl I,,
mD•letl n ll-W <d wooer !ore oe.olx.,q
of bra M age No p Hero aY xedknenl olim
Ira a -041 oat IGa1er
B Cmtr Ocla Mal naloll dl er onlra m vaurn o
Oepklea on plan, and 111 o anmended Ty s IN,
Vermml Age n f Not- R.emrotnet r So, Cannrwllm
S.r on, t ucUan Cmintla Map .Nor
mnL,e «I�nq and rn nlaNMq el xa.Im
meaxurn pro kcl 4 c Ielea
C C."'o, a, M k"t In< 1.1 tl4l u,bance old teed aadc.0a,
dales 10 111- May III and W-G, 151N Sal intro
rI.9 lax ln- 0, a.x '5th and War la May 1.1 «MI
_.'al Iron in. Agency o1 Natural Ren .,
Site Mn.oet.e<n W.- 151n and May Its bva.rq n < In
di.1-6 nr. wkI • erHk -prowl (ale by Sept.-, 151r)
D All slmYPlle -1.6. lOpsol, parow. etc ) "al D• molmld by
set Ier1c< Inflawd aaMd the p,im<le, MWM Mal a applied
to dnt,r o it of MoMplin a In, a .p h cor Nruchm
tlpY SImYPIka to remob b aae fa mod e Than 30 doy, anal n
need Locole 11-015 W the IMa ode of the drlu,bd Duos
It
po„bk D.,bg wbdy t 611ane. MOnpu.d mplerlal
Hall be covered a oal•red book-tM, la .,.tint lvbd
o„m
E San greelx Iran 1 3 Ma, h aabn I-— h."Irg
_1 to Mabnl< Its elope and r•Mc• in. er
polmlbl Halal nettlnq o ukad Gan fo INpl a
ar1G a onlwcl non 1ne wN and mulcn Pb n•11'nq
.Ith .k< nwpin 3 of Io mwle 'III bmding wile ell
r ns o,1 aw<."I I n n , b g,. -kr. ,wan 50 Imo In I—
I.
t prawn, -o.mq nip - lie 01< ,Y.1- during
nxlwIt- Cnec dams Moll be removed -I. Hget. lot n
e,lailMd
G Cm11a a-" Imo gee the aPll.otian o'.IclcMorbe Or
wooer .crag. appl,colrn o •t oI,r
ale per < Mrd of <apokeE Daunum . all M
oh_ 'aae n Treat f<ni e,mlxw.bo
TubPIA,v- aN ananl o dual canlloker Ind' o a -
an ,Ma and aepin" condllbns 11 Md1 oe -,ad In
and D, loco drvkn (A .1 MlIam dW,ib,,V- 4
Itil"cd over ln< en the prep on lnkn it In oroer<d pint<d
PART 2 - PRODUCTS
201 EROSION CONTROL NETTING
A Jule Nng Mor un al corbel dYN end unNoochd yam
WOHn nMb1. a ..f.M Open pats wea.e Meen
202 EROSION CONTROL MATTING
A yenxe IGo,ked on in. pion. a Mxe III by
ire
Engirox, ..W- cantle blrRd„1, (Malting) VIN D• Nalk
Armed- Gem C125 la end SC15D for, Gabe
o1rnT„1Mn. w np,G. 1 .�uNa
203 FILTER FANRIC
A tenon Iller fodrk 4 reaalred, 11 Ma coma. to Tne
r,Wlr"nM1G of MY,fi 500K a aaavd ealHlonl.
20, CALCIUM CHLORIDE
A Collck-M MI«Ne Man canforn, to the roWaemMls of AAWO
M 144 Ellhor feWlaf flare lack. cileride, lope 1 a
orlr.l•d MY. RNIN a eIn. lronule rGcW.
-arldr. " 2, may 01 ueed
205 WATER
A All walx u,d end' be cNon and free Of hormiul mantle of
aY, >✓1, acid, rilininn Mga, .90 k, molter and other
MOGl.neee In WIGu1 to the MIMd Rred,cl. .Imo III. a
Inc "Id" Mmor1 at v.g•Io11M
RMT 3 - EYEOITION
301 CHECK DAM AND INLET PROTECTION
A CIIv. dam. MNl N b.lalld In ac-d-..Hh the _*l
..lays, and im a l" weekly and bbwlnq my rob or melt
Heel predud ke Moo.dook, runoll
a COI I, boots. eflhb and di -I to canWuaGn ..... MINI be
Mplecld In yrradon" MIN Inc delol. deCletd an 1n4 M.I
Intel plotmlbn Mdl Mea.cIN Weeny and tolloin Glnq err raa
mat 1e•nl orOMdnq bo mGothroble runoll
3o2 SILT FENCES
A The NII fence, ... be conefrucl.d In earn 4Gn .,in nne
can,lruclbn Nlan The fort. MW gkne.uy bo alma 10
feel Rem'
lee or Tne ... a Go Men on Tne 'I -.The e,do a the for. Mau 0. aocG4 uMl' to lafm .
hx.,eroe Mee 1. Ire. Ve rVa."
1 The NII AhMgG Moll N b,peated only, me fdoNng rob
a Nmage a as -up of G.dbent, Al. dembged forte. Moli
D. ,-'led a I.o4cd 5•Ilmml days", ..It be HIM,
Han Ia. long be they buard o ands peed b an gee
anx. lox• I, no dMgr I Wriner NM
303 ER09ON MATTING
A Eralm matting MINI be aae W NI pee. -INN di1Mee
ells sroN< g odn ... Going 5 DR ond Mall be placed wee
MOIbtVPd n occadence wen in, Vxmorl Agency a
T-obatatfan Sladard Sbmintabne Smton, $5, and
75507
304
RESTORATION
A DrIlt-d Glen Ma N taGald, oodda , end Tha- .thin
.D Neu. of rod'Gov. ua.n efnx.4• _'Inn f.
., a Tbd YI Zion 02254 - P-o-t Sond"
305 STABILIZED ROAD ENTRANCE
A A stablizd pod of c VM 1 elm, Aw,ld a tiny point Ghee
Irofnc .IN N .(.IN or IsoNnt 1nr can,lrurl4n Nto to
• a,Glk t�l' al -GOY M oI'.' or aso o.n m Me
ao.Yy. M.11 be IruclN ! In. Run Me f pr•HnIMt
In. (,.YMq of >NNm rt moo .ubllt rltnl,-ef-way
D D.egn CNlxl.
1 Uee 5 to 2 5 In. Kim.
2 U. a non lay" .1 ,lon.
3 Stank p. GNdl De Its Aid. a mlwnte
, MhIMUM I"(a MINI M 50 loot
306 GRASS -LIMED DIICHES
A All dl(-. Iho1'
o not 11an,-Toed Moal be tI,d,
,add I.Nod and'Home Any . Mlcn Ma- alq..
of erp,lan Mdl D, refenN kam•db1N, pnd Mo'nlalned
until permpnml Hgelal,m 11 nto len<a
307 MAINTENANCE
A All l -Ina Meow MM be m dId neYly and
rryaNed and/a ,ry,med .1 need
B A, a Dolan cant. o, moowln Mdl a. do-Ood Ill., an,
1a,n orm"I even) produdnq mepw,mk ,un.11
r addl torn 's see Za
l Dine <.m�ngex,me NAt "aped
s<A, o. m 1 mlxl may
HaaeoMtn-, p 11, aeon'. •ondllim> .a,om
)OB NNTER CONSTPUCTION
A al Gs,urcwnce Delwnn Sm�emDer Isla and uaY ,.1
r<Wb< - ", apprawl Iran Inc water O'dity DNIVI,,
The Conlncla MWI Nmley my eats or not do`_ by
Inc cunenl Eiabn P,<vmibn and SI-111 1-1 Pbn
I EP9CP) m rrd nq la the Eng.lex by Snl"<be, 71n
No new dxlurDm« In Inn. a- w4 n oermil led un111
aD.ev<d Oy ln< Wale, ouol•1y Dn,.wn
B d1sw20n<and o tlb�lonnMollb< iata�led pl aqutro Seplmb.l
nee w,ns olnerW4e .1
02932 - TEMPORARY SEEDING
PART I - GENERAL
10, SUNMAN,
A S.- MtWdn
F-I.ibg all door mat«Ida ant nWDmml to
omp4le an e• eding r<Wu,d to proud. lempaay
oraI, bm as.-
1 .2 GENCRAL No,"
A Ad. M..oed fed x.-d- al u .I•1, ;nd, and
may plmlbg a e Ad to ace eve o gland o
Hg•to11m 10 cenlra Iron
PART 2 - PRODUCTS
2 DI GENERAL
A At
in Permonenl Seedl quSeclbn m.or Its 'eau .mml. o!
PART 3 - EXECU71ON
3DI SEEDING CONDITIONS
A All .....I'd 9rodinq and oil l•mpaory el,uclun,. Guth a
G of-Vion. demo, di-, and born, -del to prn"rl
:WIybg and Hale. Neal ion, Mald pre comokled abr to
•dN9
302 SEED AND SEEDING
A Seed ono onedNq win m,Y M sorxld Nam IT, lea• blIn
The 1wecl an will be ..N ee,d m the Inn• of year In. Gnq
I. to be ma and in. I -,In al Ike. the v ,.I.11an 1. 1.
.'told Ih � Prot -It- Tne nne ouN oe spread wlram,y
1.ear TTo. Her ending, in. koh .- be tinned .1
ro[bg w pocking lynx• rdlk g at VackNg 1, not
ee.bl. Its Gekel Maid be -Ared 119MI, G, rabg,
dNklnq a aogginq
B Mont Sel.cllon and Seeding Role,
P<r 1000
SRee. Per Ac. 51 Ft R-dr.,
Anon to he 1 lb Dr.— e,kx, but 4
It"an on. dno(im I.A. Mxe
peers. or. boo,1 1
Seed early Gains d/or
bot.- Autuat 15 aN
sGodsGiAtrINn Heim c- in.
on
025 NM of Gan
P-ridt 30 lb, a T Wb Gad caw Mich 12 kinge,
Rytwas idelb, Into N
yqa S.N NI.-
m• Nr11Gond A"
1 d/.
eelwren Auqual 15 bod
S•plxnbe Is MWMbq
11 into, soNllg
Ihthat the grawbt
$eG0 to a deln
3OA MULCHING ./ opao.M.lay 5 1-
A Whole N 4 Ynproc11cobl, to bcoworaw forNl,x and A.ed
Isla MNGI wl, the ended an NNUIC N Ma- le
fadittao dG,MINotI o
305 MAINTENANCE
A 11 Tne Ndbq tole Ill goes It moy red to
nlbaleke•d to owWde .4-te "salon con".
B 11 eeNs D•rom, o Dreq•m they meY non to be cadfM.d by
m.efng
02936 - PERMANENT SEEDING
PART 1 - ac[CRAL
t 01 WARMAN,
A So MIT bdude.
t FwnlMbq all labor. maleHds, and nulp-t le
ca.01.1. M e..Nnq Gay ee M.Gn M In. a.Nnp and
-1nd heroin
2 E.I., M"e IAIMMA4e Mean or An Ithed, Tne
CoMwela Mal .Gd aN aka Mae no.'onto,. are
ea tee. a..bse .ref IN ar•a Mx..,41Nq
poYM ceo, lee, boon GAIRW ll by the Cmtroclor:
eMefior,
8 NI nFir and malxb. o. In'. Sectlm MM tmfem la Inc
Opaint,G rodIkemMt, of the VAOI SIGndall Sooe toNmG.
Dlv4br $00
I D2 SUBMITTALS
A PrOMtl. the IaIOWIng for VNI prla to dellwy ID the
Me
1 SANDI1er's C<rlki le of Cxhptbnce a11nINq III
Its,, Ixlllzx and Good Mel The _Wremeal•
nKNOd
2 The Cmlr,cla MM yravide npneenlathe, lane
Go nan ra teMbq aM opprava driNx soma., to O
Doak ntravon lervko openly t,efbg l000r,lay, Ta
Inling opal Pont dVKtly to the Land,caN ArMN.cl
Md bay onc 1, 1.1.1 --'. Goal InM.rilk
Md Memlca (PH -.. Gat.) orre Red.t ll De wemllt" It
I"V aM month Nla. any IeemingI' to
be done
103 SEEDING SEASONS
A So ell" and blllal Ie1BMng Mall be time brt enn May
w one Seplxnbx 15M ..on Nkera,ee alnwled
SHHI on. not . din. da,Y1g .bdy Gealner
or m the ground 4 Ranee. n 20lil, NI, a olneralx
willow• N GedL.g n date daring JWy or Augu,l,
dMImM mWch maxbl may be NHK,ked by the Engb•«
PART 2 - PRODUCTS
201 LIME
A LIM Val be ,thadord 9,wnd daoMlN dmnlm.
lklLilad wall conlobbg a MITIM M of 95111 of c"W`
and Mogn„W, c,K on IGG IOOR Mad ban In, t0 m•M
sleH mb,muM 90%Ma pan Tne 20 mein New mb-1 401
Ma. pan the 100 M New
T 02 FLI"LIZEP
r«Inax s N < .told.'-« wae<f�,a ra 1111 « p
red 1 mdd.on. a mlo5et1im16e Sxo
v,ol sla�m,e s • •ra •«,x n< < <
de,Nxm 10 tn< vrokt, ., wed ro n
v dea�,bing<t
n.Iy ofuea 1 tI-— 9,ad,
iN el b Tne mdty Pnd od,m 1 Tne
m ealxllllz<r ono loo ronlo,m I.
all.h1b9 Se ant 1.- �em.0m. and , 1 ineeatandald, of nne Asxaial.an o! 011cw1 A,'C.11u,al
Che .i,
2D3 GRASS SEED
A P,ovde rreM dean. ne.- nd of Inc grax -In
proPallmf m mblmum p enlagef of DurNy,xgerom NaUm
and ma.Mnun pxtmlog< o�.eed ued of fo,Iow
1 Pp end Mau namely be Vs<d on . n In
fed M,.lve Mon tomato to In<laloa Inq look
,nlmum Minimum
KNd of Seed Punly Germ nallm Lbs/Acre
baping Red rncue sex as. AO
P-ribi Ry<paf 9a. 9D% 50
K<nluny Er.Gd, ,n 97% 85% 25
Rdla 95% 00% 5
TOTAL . 20
2 Sl:a
e aced .hall norma,y be .sed far it dope work
wait' 3 I a Ilno, old 1 rm orm to In.
blo.bq 'Dole
Allnkoum Alb.-M
Kbd or Seed Purely Cxmbaim Lba/Ac•
Crewlnq RN 'Pre_
96% 55% 35
Per<nnla Ryewa. 9a. 90% 30
Reds 95% BOR 5
Snwoth Braneapn 96% 85R t0
TOTAL w DO
B The >!d ml.lur< Mal a< dAN x. b n. ...led
mlonera LODNG and canlonlG Mall conform to a, Stale
and F.Ixo1 regu,a4n, Seed M eaa,- 1a ln<
nlbg prpMMm> of 1n< Al-kItknn of Oftdel Seed
Ana„ ell MIAs cmlaNlnq Sweet Clovx kinte Clown of
Blydl001 Td(«t >nal ha be used
C Sed Inat hall become wet toady, a 11-Ale, damoged We
be r•txtod
2O, MULCH
A Mulm must p I al.d Anl d. nd ore. The IMowing
mukh.. Gr a -tote. for un I Had, mukh Ne• of ends ymd coon mall•, I a rOl• of
g0 PAAN, pa IA00 aqua', leer
2 wad roe, ..tied in ..uny (1/6' . Imger) 01 0
,at. of 40 yard. per 1.000 wall• IW
205 WATER
A AN o.ie uoHl MINI De a,lared from Iron Inael .-C.
and MINI be Roo Iron b),,We Momkal and olnx lank
wbMakn n.Mhu 1. Pont dl< No Goner Mkn 1.
b,aeNlM NN be permlllN It my lane IT, Cont-te,
Mal Nell., to the Engineer al It .1 eel., .1 1 t
Iwo woo. Prior 1. uee. In. Enyn•x. at hie diwr.Nen.
moy Ian eeea nple of the eat" al in.
>ar a MI-
at in' l
of my Ume and Hoye a Imaotory Inn the Mean la
Me.kel and gin, -1-1. Th. C.1r 1a, shot not u
my .or" Rom my wort• MIM 4 0e 011ved by the
Engbeer IVAhAbg e,cn In1,
206 HERBICIDES
A A e.-,Mxs.na herblddo. GldurM (W.xur). M.a N
noted to Tne IlnlMd IeePM H Redbq 4 to -, prior
la JIM. I Its. type of herbkbe I. ellmtlw Noth.l
gor.inalbq norl, - II till the plmN before they IrHero,
1. the ear Gof- More Yn.erl•nlly. R do•, net blefer.
.,in Its gNmineGn or cool neeon pane. win be Kart-ky
BluegRon and C-26 Had Fescue Contact Engber prey to oppikall
0. Apdkel4n, Cani-to, Nell .....I,. ca• In Nandllnt,
Sburon, ,kMd,only knoll a "lupxom'. that be apakd of
Inc morurmlurer's reaornmorOd role
207 FINAL FERTILIZER
A "UreMlte" a 'Nllrafomi emlNnNq 391 nitrogen b a .toe
rN.o.• lam
PART 3 - EN=TKN
301 PREPARATION
A E.-In. MIM -Hi. G N trade. D. -I .I.ft A -be
Mork unto u Valhfaclay cMdtbn, a< cmecld Pe,fan,
..Ming God, only aRx p1ea1Mq end oin. - atmlbq
pound Mrlgc, ha been complef•d.
E Notify Londwaho AfcnMecl ,1 leant own (7) workbg doyt
pro to .falling ending
C preeaG :- bmedblNy "tar 1p nd'T, a blwa
I L.:. cal of Geed 0 e to o mblmYln -in
o! .
2 RGHT- .Imes awr f e M any dlamele, pnd Mlrn. roots,
,= and ..I,on.oua notter
3 R•moH .AMlnq eed, and gloPen by puxbq or IYNnq
Ynd"
A Goo ae0f la be neeed to a -IT. free a0bbg e
eNe o loop•, madxa"y __ I.0th.
5 R- Odin lend NI doprenbne ae f•.uired la corn
D Rrst.le prepared gee. If coda or dnurbed prior to
end n9
302 SEEDING COND17IONS
A Seedbq ahN Hal Do done Men the pound 1, ko,m Moo
HrGd. Mwdy, a b or, olna, uneaktactory cmdubn A.
planlbg No ending ob-Ilm. MN be cmdudd undx
al.xee .eelnx rndlllon. or ohm . l me4lu r 41ton.
are unl--,. (too eel a to ay) a onen Inds erred 5
MPN
e Coref-tion Method. anal He then n1d liMd as
ap--,C.y occalabl> o„d Iwsble the c.t 11a MM
x -bmmt and wntalw and pm.lr4n traffic oIt
•a ath.t haw been ended Ill p ""I . non cpn`I
and don" to ye,, , aenl. ft...M^cca Il klP nor
xa d Its Con"Zo, Mal , eaa Tne aM la ma
fullaple end bed, 1 en Iee<d and mu, area 111 the
fun oneanli of Inc no•ct14d Mole, eels OI o _"Ge
10 the
Ome
C. Surfec• and inpoge nalor MWIo a dnb•d or diwrld Ran
the Wil, to pr-1, dr-Ing « Able, killing of Its
p a,l.
0 ae are .c, I.. to M n�
and of grog Ill my re . coed
max ma mrt>a . ,er:I repmld,y
unll p pre0s are o.ered a.ln a ...,.loan' wawln of
paG n
E wol«nq n madxd o nxexs«� H.- I« n1aollGhment
Md -1-
1 1• 'yea. been olonlM I« told awry erosion
M teal d n onol an, epmnoled aro� to Its cana<h.
.f Inc . x MINI le dnt<d at Ieoxl 3 .•
eery and pre do lO permanent grafa<, to Prevent Inc ryegrofs
Ila,r<a•edbg and -III,,, t p<tltive ,lin eaa rrtardhq
tleHbomml of ire permmmi coax
302 SEEDING
A Ume and far llhmr Mould be apMd Dna to 01 at 1n,
n<d-nq ana bcorpar.led Ill. In. GOY Keen and
W- of - and Ixlat., x aid n b nd m m
uOlbn of Ion, 1.." Miner a eaY in, o, not
Owfal• in, folloelnq minimum amanl, xnwld be oPPlnd
AgrkuHurd "MA -A. 2 ton, Der o«e a 1Do la P<r
1,000 ,Ware meet
NHroyon IN). 50 lb, be! tor. 1, t 11. Px I,ODD agues•
reel
P1.1-11 (P205).'Do 1a ax ace a 221b1 Der 1,000
wuae Inn
PIIIM (R20) 100 IDs per tore a 2 2 to, px I DOD aquae
tool
(Note Inn n Inc a 6aknl a1 S00 lbw p" a-,e or t0-
20-20 NerIhtler or 1,000 IDa per ace 5-10-10)
B Solid Mould be eared wlformly b, In. method moat
APR—.,. Tor lM N1. Melnad. bI..M Mea/,, t1r, end
hyaoaedbg a I.R.-
n &maalbg So. Ge.d u.bg mac -I.. xweod.r al o
,ale of A'1/1,000 wuar, I"t D1.irbut. end
Hn1y ova, mtkl an by ea.bg •Wa1 Wo1INY IF lo.
di-tm> . r1pd angles 1, emn Dine, Rae aced
lightly Inte too 1/a a1 law,, fat Nghlly and w Ie,
.dn a An. early.
2 Hyaknoodng MI. obxHW and. fxlae end
pulver4e malts In water, Yabg <gYlph lrl 1pecNCMy
..q, d fa hydration .eakal Nw, Continue m4Mq
wtu uniformly blended W, hamogenWl WWIy eullcbl.
for nydruulic aWkatbn Apply GI r y wlfaMly to
a r. to . fended Rate DI appllmllm .. Ieall-
to tot ate ,.Mara need fodng role
J Hyaaak applkollan a red .1. not be dloaed .Ilnln
200 I•el 01 Its detmtbn .and
] 03 MULOILNG
A MUIM m141101. Mal be ,wool Miformly by head or Machin.
.1 . nee .1 1.. 50 to Nee px 1.000 Go.- Inn
B O,gmk AWlch maho frg - Sera or troy MWrh Mu11 be
eneha•d IMmodlaory after opr.ading 1. pmv ll end
V. lnq
3.0e MAINTENANCE
A The Moblenanre period MM bNb 1mmd1,lNy after eeedbq
and .. can b- AMR ec t n
D All mulches meal pre beaecled pario ly, In PRIlka4r
,fix robstorm, to MGM for rM x,e1m. We. xNbn
1, all v 0. oddN'onor mukN Mau be .ppll•d Net Mould
e• N,eecl•d are r.W.larml Ix dlki-tlpn a fahlre,
I, a.Ghal. ar brook" ocrw, robslNl eel be nm,eeeky
r,.k..g danoge to Its ~ NRoWlea, MWIo
too• .tee r Will I- on N y NIMIIMN. 0, .00
Map eel M -intreel .,iabNNNd toll a gMAM1 roux IG
.IA4Hd •Mtn k molure enough 1. e.n1rN nee «eebn one
to w hG Nrxe ream. em.ttrma fee mIIIM 4 gad
b con Nnetlm With dMmMld Ma tw9s. bopeel
a' pxNNcdly thra,yheel the yea to Nlxml- N Inukh 4
molnlobing c.-Tegir of the sell sulfa.: npalr 0e needed
C Seednq .fooG Mdl be RrefK4d And MoMNned by wGlwlnq.
redredlrg, .oGIg, GooRn9• Mi". Ins•cl a Mean
Can1,N m sore,, n-Ix111M1q ant Ip.Y of •.Meal.
Ahkn a. neNwry,
C Inc Coar-la Me0 Maintain N ended aI- WIN fin
,.gotallor 4 esteNNMN
D NI ,eeoed cro.G MOI be keel NN from Ind. and deWN.
GUM ad Mine,, roan, a" eke, and all Noe. 1:1 a
111, (tall") and I- Iurf ..It Re, b err
fa-l" Mann".
I Zon gran reccnn . korght of ,-D'. mow 1. o height of
3'
2 AI Isa.l Iwo mu". MM he mode aW to Mq
ocaplag.
E roNpotp meting, a pxmanenl Pe.Mng pen am (mood
one owed) Ma. receive • -NGMn ,Paketlon of NOG
loioan
rortkle•r "la,Kcehy time d In. rat. or t0
balnd. per eaa Pwao (..1
303 ACCEPIANCE
A InN.t'Uan to 40-TI A -.1-- o1 ..d•d a- ell be
me* by In, L.rdwro• WMReeI, then Contrealori xlNon
I Pro,bo nalaWlM a le,ot nor (10) .orkbg doye
before loWoolod IneGcllon dole
B Snood area, wee Go .a:eplabk prodded dl bataabn
and mablenantt reauire'nent. Haw Veen correlld .-in and a
nodlhy u form TOM 1. ee1.MM.d
C Upon, occe tan the OGne, Gin -MI-bleonce
300 MMRMTV
A All seeded "cos wee ..."ohin ra o period of to"w
Mmiha Nan dote ef OMer s prceptmce Shaul. any ,e<dea
gee. rat w mdnlow. W. Heelellan. filled a- .11 a.
nlarb4hd ton thh eaMOcollm Is oMlbd of the cots
of the CMlrmta
TEMPOIRARI SEEDING k
MULCH OR NETTING
_ - SDI FENCE OR
INSTALLED ON
DOW AUIENI
SIDE
TEMPORARY STOCKPILE DETAIL
N T.S.
- slnucnR fee/,.)
>f tort. a nnx.IM,
aloe wRNI r � / \
H 4w iGl
(:� M,wgipl nee 1.[ a n,x N1 Nt NI�TAA n 1
� r
1�If r
STONE CHECK DAM STRUCTURE
1 E
N
TOR _kE Ay,IOr.u11 aAxMnax fIMEN
I'Mot. mxxwma' [NNANo, AND
mk-
aueaD PTnA
-� Rp
ualan aAa
CJbSS-SECTION
STABILIZED CONSTRUCTION ENTRANCE
KTi
ibnook ALL, All
w'mllpaRsma A1«a
Al. AXE
SO Abou.
M "IN
.1?opM"65
3Xf DTo
N SINES
Lea TO .elf fGNEEN.
IN rA w. MRMI
IS N APPRO)fD
Al
`M lDlffN
A as• t1PD+.1os
Nitµ (TARE
INAI If 9ECVMD la
ARWro
EAX.
U1L11 MSN
!TARES
ATrACR TO 111,E 3OlE[N .
A
FANG, YAM
A
IQI
AUAL OR ATgKO
[O Al
NNM 1Y ROLV
NACTD Nine
YMf SCREEN
NUIro
IF MA'
Alf 9' MH rANk
(
10 t cowl, "R,
atadi-�cnon 000,
INLET PROTECTION
CATCH BASIN
(WITH METAL STAKES)
rRl. 'A 10 Df
P05, bill., IDav ON Arplq\ED
IBLAL
rai
M" N 1M('Yr0
song I P
• K1, y.T 10'
� soop 1p'
21' MN i
Fat.. rMR,C To Df cupow.
MCKTI LED AND IMPAID 9"
DFLOA f31AQ
Mon NN1,rp4. a ,xMea [rue a AS flue rater
1 bar, fT,DKT9 M 1O a ILL IAeoRclb 10Ns fee AI "RµLLI
beaaeleP A9 eaerar. e.. Gn1a1 AM roue I,wbrtcRp a�f1
aNAWe MIM a MMNnI.N rof N[a 1 fn[elm an be INAL
AINR aR1Ebe.NM NM, NEN.D., IFS eaa {
"N1 f AaGraip4T
far,dtYAAR =-
Y Mo-D ITT ep la4ee0 NO x_ r,W aMG My sMll
SILT FENCE DETAIL
N.-
SITE ENGINEER:
G
A
C 111. ENGINEERING ASMAIM INC.
P O. am 4" SN151KAR , VT Osw
80089 dM FAX 80640"M eeir 1rww.aeeNapn
coe'r1DORT dox-
DMeN
CJG
MCII[D
JLM
APMl M
SAV
OWNER
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLINGTON, VT -
PROJECT:
FBO AVCENTER
HANGER
RECONSTRUCTION
BURLINGTON
INTERNATIONAL
AIRPORT
EROSION
CONTROL
DETAILS AND
SPECIFICATION
MR DMDINO mums
APR., 2aM
AS SHOUVN C4 B
PROD N0
04,dW
_ — ETfECI.vC
BUPILD �A;[ CAI N —MINIMUM ONE ILII % REARING AREA
(will• ClM•r Pf •! IEN`DT PIPE
SIIPr ORI CAI �1
n ArvnILxN
0
PLUG
i
UNDISTI rRBfD UNDISTURBED
SOIL VALVE JT)EAO ENO REDUCER SDL
x!1 NOTE x!R
PLACE 3 MIL (MIN )
POLYETHYLENE NECI
ENALL
BETWEEN ALL CONCRETE
THRUST BLOCKS TINO
PIPE AND/OR FITTINGS PRE
VENT E KNT BOND
UNDISTURBED
—� 90', 45, 22 T 2', SOIL
UNDISTURBED
JEL son OR 11 114' B NO
fi Nt.L
MINIMUM AREA OF BEARING SURfACE OF CONC. THRUST BLOCKS
min
'm
'm
'min
'm
'min'
mmmm®mmmmm®�i'
mmmmmmmmmmmmmmmm��mmi
m'
min'
'm®'
®
M
mmmmm®®'MEM
UP6UTM
'®"
�`l�
mmmm
-
Mtn
MMM_
-
mm-MEMEm�M�M
THRUST BLOCK DETAILS
N. T. .
TOPSOIL PAKL— UNPAVEDI PAVED
EED SV MULCH \—
i
a
a
I
0
O
U
Z
p
Z
�
D 2
12"
'
APPROVED BACKFILL
THOROUGHLY COMPACTED
IN 6 LIFTS
///-- APPROVED GRANULAR FILL
THOROUGHLY COMPACTED
IN 5' LIFTS
HOPE STORM DRAIN PIPE
THOROUGHLY COMPACTED
BEDDING MATERIAL
UNDISTURBED SOIL OR ROCK
TYPICAL STORM TRENCH DETAIL
N T.S
NOTES
1 Compaction of backfdl and bedding shall be a
min,,U, of 90% (95% under roadway surfaces)
of mo irr um dry density determined in the
standard proctor lest (ASTM D698)
2 Bedding material shop not be placed on frozen
subgrade
3 Approved backfdl shall not cortcIo any stones
,are
than 12" in largest dimenson (6' In
roadways, 2 maximum diameter wdhin 7 of
the outside of the pipe). or contain any frozen
wet, or organic material
4 Trenches shall be completely dewalered prior to
placing of pipe bedding material and kept
dewalered during inslollallon of pipe and bockhll
5 In trenches with unstable materials, trench
bottom shall first be stabilized by placement of
filter fabric then crushed stone (3/4- maximum)
6 The sides of trenches 4' or more In depth entered
by personnel shall be sheeted or sloped to the
angle of repose as defined by D S H A standards
7 Bedding material shall consist of crushed stone.
grovel or sand with a maximum size of 3/4"
Submit a sample to the Engineer for approval
LEBARON LF248 24" x 24"
Cl GRATE w/4 FLANGED FRAME
(OR APPROVED EQUAL)
uu01r�1�'I.4T''Ir'�II
TOPSOIL, RAKE.
UNPAVED PAVED
SET FRAME ON
SEED & MULCH
12' FULL MORTAR BED
\
MAX ADJUST TO GRADE WITH CAST
/
°U
° °
NOTES
IN PLACE CONCRETE OR PRE -CAST
CONCRETE RINGS (12" MAX
00
o°uo°°0000uuu0000 00 0 o
1
Compaction of baCkfill and bedding Shot[ be a
_
4" 4 ADJUSTMENT)
minimum of 90$ (95%, under roadway surfaces)
WATERTIGHT JOINT USING 1
¢
i i°o°� i✓°o°
of maximum dry density determined In the
MIN WIDTH FLEXIBLE CASKET
standard proctor lest (ASTM D698)
- (SEAL EXTERIOR JOINTS AND
o
X
i APPROVED BACKFILL
4 LIFT HOLES WMON SHRINK
i�
THOROUGHLY COMPACTED
2
Bedding material shall not be placed on frozen
GROUT)
z
,`r
IN 8" LIFTS
subgrade.
i
CAST -IN -PLACE
o
rS
RIGID INSULATION AS
3
Approved backfdl shall not contain any stones
FLEXIBLE MH SLEEVES
I
REQUIRED USE I" OF
more than 12" In largest dimension (6" In
TO
INSULATION FOR EVERY
roadways" 2" maximum diameter within 2' of
I
r
FOOT DEPTH OF PIPING
the outside of the pipe). or contain any frozen,
I
IS LESS THAN 6'-0"
wet, or organic material
NEW WATER LINE
'
4
Trenches shall be completely dewalered prior to
Placing of pipe bedding material and kept
dewotered during Installation of pipe and backfill
PRECAST CONCRETE
IS—
w/MONOLITHIC BASE
D/2
THOROUGHLY COMPACTED
��—SAND BEDDING
5
In trenches with unstable materials, trench
bottom shall first be stabilized by placement of
'
6-
_
fitter fabric then crushed stone (3/4 maximum).
J ..°
5.
The sides of trenches 4' or more in depth entered
r II h ' 6- MIN CRUSHED GRAVEL
UNDISTURBED SOIL OR ROCK
by personnel shill be sheeted or sloped to the
angle of repose as dented by 0 S H A standards.
*PRECAST MANHOLE STRUCTURESSHALL
CONFORM TO ASTM SPEC
C+ZB (LATEST EDITION)
TYPICAL
WATER TRENCH DETAIL
N. M '
TYPICAL CATCH BASIN
N T.S
NOTES
1 TAPPING REEVES AND VALVES ON
ADJUSTABLE IRON VALVE BOX
CWO TRANSMISSION MAINS ARE TO
WITH COVER MARKED "WATER"
MEET THE CHAMPLAIN WATER
DISTRICT "STANDARD SPECIFICATION
TAPPING
FOR TAPPING SLEEVES AND TAPPING
SLEEVE
TAPPING VALVE
VALVES" DATED NOVEMBER, I11112
ALL 07HER TAPPING SLEEVES AND
VALVES ARE TO MEET APPROPRIATE
EXISTING 6" AC
MECH JOINT WITH "MEGA -LUG"
DISTRIBUTION SYSTEM SPECIFICATIONS
WATER MAIN
RETAINER GLAND OR APPROVED EQUAL
2 WET TAPS SHALL BE PREFORMED BY
PRE -APPROVED FIRMS ONLY
3/4" CORPORATION IN FIRST
LENGTH OF PIPE FOR TESTING
3 ALL FITTINGS 1HAT ARE TO HAVE
CONCRETE POURED AROUND THEM
ARE 10 BE WRAPPED WITH 4 mll
_"
NEW 8" D.I. PIPE
-
POLYETHYLENE PRIOR TO CONCRETE
PLACEMENT,
CONCRETE—J `3/4" CRUSHED STONE
THRUST BLOCK BEDDING (MIN 12" THICK)
(SIZE DETERMINED
4 MIL POLYETHYLENE
BY SOIL CONDITIONS)
BETWEEN FITTINGS AND
CONCRETE
TAPPING SLEEVE do VALVE DETAIL
NITS
a
WATER OR
SEWER LINE
MINIMUM 18" SEPARATION
BETWEEN OUTSIDE OF PIPES
WATER OR
SEWER LINE
MANHOLE
WALL
MANHOLE
OPENING
ABOVE
0
it
N
UNDISTURBED T
SOIL OR ROCK > ,
CLASS B CONCRETE
SHELF AND INVERT
NEW 4 SDR 35
SEWER LINE
MIN
JS
R LINE
FIELD VLKIFY SIZE
PLAN
SITE ENGINEER-
r
A
CIVIL ENGINEERING ASMATM INC,
P.O. BOX 4B5 SMELBLHNI; VT OSW
so&""= FL1a SM?41 an weh xvw.aMtAoln
c°rmTw - Au, nRNril Rxem•.e
Duvir
CJG
cxecxm
JLM
APPROTFJI
SAV
OWNER
LEBARON FRAME & COVER
LC266 TYPE OR EQUAL
ADJUST TO MEET FINISH GRADE
FINISH GRADE
SET FRAME ON FULL
MORTAR BED & SEAL JOINT
12" CONCRETE RISERS
FOR ADJUSTMENT
7C
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLINGTON, VT
PROJECT:
POLYPROPYLENE MANHOLE
24" STEPS 0 8" 0 C
I
WATERTIGHT JOINTS USING
AVCENTER
MFBO
O MASTIC ORRRUBBER CASKET
— 48" COAT EXTERIOR OF ENTIRE
HANGER
MANHOLE WITH A
WATERTIGHT SEALANT (2 COATS)
RECONSTRUCTION
N PLACE FLE%ISLE MN
S OR APPROVED EQUAL
BURLINGTON
ALL PIPES)
INTERNATIONAL
USE 3" (MA%) STUBS
AIRPORT
AT ALL MANHOLE
PIPE CONNECTIONS
W
NCRETE FILL TO
HEST CROWN OF PIPE
MIN
6" MIN. CRUSHED
ELEVATION STONE BEDDING
1101M
I INVERTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF
LEAKAGE TEST
2 EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION
OF LEAKAGE TEST
a INTERIOR JOINTS SHALL NOT BE OROUTED
4 IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT,
714.N A FLAT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION.
TYPICAL SANITARY SEWER MANHOLE
N.T.S.
NOTES:
1 AT CROSSINGS. ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED
SO BOTH JOINTS WALL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE
2 IF THE SEWER MAIN 15 OVER THE WATER MAIN. THE FIRST SEWER PIPE JOINTS
ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED SPECIAL
STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REOUIREO.
3 WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 15" SEPARATION. THE SEWER
MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE
PRESSURE TESTED TO WATER MAIN STANDARDS
4 WATR MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST TO -
Hopi ZONTAL SEPARATION THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE
WATER SEWER CROSSING DETAIL
N.T.S.
VATS 1 211113 RTTIDON
.non. nY msw rtT.ee
SITE
DETAILS
DATL D141DINa NVM<A
APR., 2aM
S SHOWN C5
.Nor. Na
04146
N
c
(o
F
cu
c�
C
a
CV
3
c
r
N
.O
n
0
0
Q
U
O
s
n.
59'2
A —PIM
ELEV 33055 I--i----39'P7
kJ'A t•1
16
1�
7R
19
,0
21
13
2A
_
26
2R
i9
30
—t2' HOPE OUTLET
INV AS SHOWN
PnLYDRAIN 120-300
OR APPROVED EQUAL
A
ON PLAN
ELEVATION
CATCH BASIN
- BEDDING
SEE DETAIL
LOAD CLASS C
/' CONCRETE
/
GRATE (M422)
6F--- �-..}�6�
BI1 CONIC
WITH LOCK DOWN
N //
�� PAVEMENT
12" CRUSHED
GRAVEL
SECTION A -A
TRENCH DRAIN DETAIL
N.TS
4" BITUMINOUS CONCRETE PAVEMENT
1 1/2" TYPE I WEARING COURSE
2 112 TYPE II BASE COURSE
(REDUCE PAVEMENT SECTION TO
3 1/4" IN VEHICLE PARKING AREAS)
I SEE PLANS
,CRUSHED GRAVEL SUBBASE AS
,'NECESSARY FOR FINISH GRADE
EXISTING STRUCTURAL SECTION
RECLAIMED OR WITH PAVEMENT REMOVED
(GRADE AS NECESSARY FOR PAVING)
TYPICAL 4- RECONSTRUCTED PAVEMENT SECTION (FlLL AREAS)
N.T.
4" BITUMINOUS CONCRETE PAVEMENT
1 1/2 TYPE III WEARING COURSE
2 1/2" TYPE II BASE COURSE
(REDUCE PAVEMENT SECTION 70
3 1/4" IN VEHICLE PARKING AREAS)
e CRUSHED G1AVCl d
AT T I
12 OTUSNED GRAVEL
A T01
—-COMPACTED SUBGRADE-�
STABILIZATION FABRIC MIRAFI
SOOX OR APPROVED EQUAL
TYPICAL 4" NEW PAVEMENT SECTION
(NEW / TOTAL RECONSTRUCTION)
N.T.S.
SIDEWALK WIDTH AS SHOWN ON PLANS
5" CONCRETE SIDEWALK
8" GRAVEL SUBBASE 6
UNDISTURBED SOIL OR APPROVED
COMPACTED GRANULAR FILL
NOTES
I EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE
CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR
BITUMINOUS TYPE)
2 BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE
DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS
TYPICAL SIDEWALK DETAIL
N S.
TOP COURSE BITUMINOUS
CONCRETE PAVEMENT
BASE COURSE BITUMINOUS
CONCRETE PAVEMENT
8- BITUMINOUS CONCRETE PAVEMENT
1 1/2 TYPE 111 S WEARING COURSE
2 112- TYPE 11 BINDER COURSE
4" TYPE 1 BASE COURSE
1z' CRUSHED GRAVEL
ADT c la DY LTMxs
--COMPACTED SUBGRADE---_
STABILIZATION FABRIC MIRAFI
50OX OR APPROVED EOUAL
TYPICAL 8" NEW PAVEMENT SECTION
(NEW / TOTAL RECONSTRUCTION)
N. T S-
CONCRETE SIDEWALK
1/2' R -3 6" (SEE DETAIL)
CRUSHED GRAVEL BASE I
BANK RUN GRAVEL
SUB_ BASE MATERIAL
1 CURBING SHALL BE CONSTRUCTED IN 10 SECTIONS
WITH 1/8" JOINT BETWEEN SECTIONS
2 CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED
EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL
CONFORMING TO AASHTO DESIGNATION M-153 (112
SPONGE RUBBER OR CORK)
3 ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK
AND CONCRETE CURB TOP
CURB w/SIDEWALK DETAIL
N..S.
RAIL(TYP.)
FORT( LATCH
WITH PADLOCK
PROMSNYI
31r. .
SINGLE SWING GATE DETAIL
60RIC Nor"
10 MAX
1 5/11 TOP MIL
10'0 (3000 PSI)
CONCRETE POST
CHAIN LINK FENCE DETAIL
S.W.. N-
5"
6'
LEBARON FRAME h COVER
MARKED 'SEWER" JfLC266
OR EQUAL, ADJUST TO
MEET FINISH GRADE
SET FRAME ON FULL
MORTAR BED & SEAL JOINT
24
24
ADJUST TO GRADE W/
PRE -CAST RISER
36'
36"
SECTIONS
24-D
24"e�
GASKE7ED FLEXIBLE
WATERTIGHT CONNECTIONS
(PSX OR CAST -IN -PLACE)
THREADED PLUG
4 SDR 35 PVC or SCH 40
INLET
FOR INSPECTION
4" SCH 40 PVC -
T
OIL
FROM FLOOR DRAIN
4'-4_
WATER
3*- 1
1000 GALLON
4" SDR 35 PVC
PRECAST CONCRETE
TANK
6"
-
6" COMPACTED
10'-8" (•
5'-10") CRUSHED STONE
I.
EX ENT PAVEMENT
(BOTH SIDES)
1000 GALLON OIL SEPARATOR
N.T.S
ALL JOINTS SHALL BE
THOROUGHLY CLEANED
AND COATED WITH
EMULSIFIED ASPHALT
PRIOR TO PAVING
1•_ MATCH EX. PAVEMENT
MIN (MIN 1 1/2� TYPE IV
2 1/2 TYPE 11)
NEW BIT. CONIC. PAVEMENT
,'i %�571511 �t-P iT� MATCH EX SUBBASEL,,,�,vc
T 1, J EU0 U U
o (18" MINCRUSHEDO
GRAVEL)�OUT�
I I -III-III-I -I I-� I -II I -III -III -I '-
SEE TYPICAL
TRENCH DETAIL
NOTES.
I. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-
WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN
THE R-0 W.
2 MAINTENANCE AND PROTECTION OF TRAFFIC DURING
WORK WITHIN THE HIGHWAY R.O W SHALL BE
PROVIDED IN ACCORDANCE WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEWCES 7KE
CONTRACTOR SHALL NOT WORK WITHIN THE R 0 W
WITHOUT ApRRORRIATE CONSTRUCTION SGNING
IN PLACE
3 ALL YACKFILL SHALL BE MADE IN SIX (e') LIFTS
AND COMPACTED TO NOT LESS THAN 95%
MAXIMUM DRY DENSITY ACCORDING TO AST61
D590
4 REPLACE EXISTING ROAD STRIPING AS NECESSARY
REPLACEMENT OF EXIST. PAVEMENT
NITS
GATE FRAME GATE HANGER ASSEMBLY (SEE DETAIL /5) 4' 0.0 POST (TYP.)
CATCH ASSEMBLY (SEE DETAIL /6)
I CLEAR OPENING - TB' I POST SPACING C/C I
FABRIC: 90a 2' MESH
GALV. 1.2oz
TWISTED TOP -
KNUCKLED BOTTOM
PIPE: SCHEDULE 40
RE WIRES 14' O.0
4' 0 D POST (TIP.
I' X 2' INTERMEDIATE (TYP.
FABRIC (SEE CRITICAL DIMENSION 'G'
CATCH ASSEMBLY (SEE DETAIL 06
3/16' S.S AIRCRAFT CABLE (TYP
GI
SLIDE GATE PLAN VIEW
Scale: None
COUNTERBALANCE LENGT 9'
TOP PRIMARY MEMBER BARB ARM
GATE HANGER ASSEMBLY
(TYP. - SEE DETAIL /a)
b
i
TFOM GUIASSEMBLY DE
d
i
(TYP. - SEE DETAIL
-DE
I ALL FITTINGS STANDARDLY PROVIDE / 2' 2' X 5• BOTTOM MEMBER . 2" INTERMEDIATE (TYP) - VERTICAL PRIMARY (ENDS ONLY) J
FOR 4. O.D. POSTS. SIZES ARE
AVAILABLE UPON REQUEST -VEST- L SLIDE GATE ELEVATION
2 BARB ARMS ARE OPTIONAL Scale: Name
SITE ENGINEER:
A
UVII ENGINEERING AbSOGAiES INC
/.0, SM485 MOAAW, VT aSFR
4a146II,nn F 4a24IR2171 rs41:—
DR.1DN
CJG
LTICHxm
JLM
AF'ROVID
SAV
OWNER
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLINGTON, VT
PROJECT:
FBO AVCENTER
HANGER
RECONSTRUCTION
BURLINGTON
INTERNATIONAL
AIRPORT
1Mn LSIlCI[D R[W"ON
lAAH !xv RxlD Ma11s. FA1EMAx1 K1Ats
SITE
DETAILS
DAT1c DM1RRa xDNE.
APR., 2004
WALK
AS SHOWN C6
IIWM ND
04146
SECTION 01040 - PROJECT COORDINATION
PART I - GENERAL
PPrIJEC' ACCf ;C
ln< Ow e' snap tie notified 1v (5) day, prior to
rcnnenren,enl of It— by Ine Contractor
B The Cone"". will rao,diral, with the Owner to or Doge on
-sd< p,e-co^stru c Iron meeting plies to tommen <nl of
any w." Job wperin lentle11 and subtanlra<l.s "Ill be
ncwdea in mils meeting
The font rector was c ai,lole all phases of the Work, SO as
I' to rnl er sere with the narmol wok procedures n the
D the C--Leto, shall conduct his work in such a manner as to
not inleifere with I endanger work w traffic in areas
,docent la the conslrucl,on weo ir,cept as permnled by
the Owner The Conlroclw anal so Doge his
on, rucllm
operations as to provide access for emergency whlcles and
t0u1pmEnl to the work she al all limes
1 02 t A13OR
A The Contractor and subcanlrat lor5 wall employ mechanks
skilled n Ih<ir r,, p l bodes
B All lobo, .,It be performed in a heat Ind workmanlike
1 03 PROTECTION OF PERSONS AND PROPERTY
A The COnlroctor shall be responsible fa meting,
maintaining and supe,vsng all OSHA safely prpaullons
In conneclion With the Wak
B flee Pralectlon The Contract. shall take all n sorry
w-ci.Oane to prevent Fires odpcent to the Wvk shall
P,oMe odeguole lmkllles for extinguishing fees The
Conlrocta shall also prevent f es In project related
tulld,eg, and sisal prevent the spread of flees to areos,
outside the limits or Ine Walk
C Sorely Pfecoulbns Prior 10 commencement of Walk. the
Conlracto shall be tortilla, with alp safely regulations and
practices applicable with construction operol,ons No
adddionol payments oral be made far equipment and
procedures necessitated by these sorely precaul,an.
104 INSURANCE
A Ce,lifi otes or Insurance occeplable to the Owner Shall be
filed With the Owner prim la the commer,CermM1 of the Work
1 05 CORRECTION OF WORK
A The COntrxlm shall pramplly correct On Walk rejected by
the Owner 05 defective or as falling to conform to the
Conlracl Do-rhon, The Controcor shod bear all coal or
core eclinq such, rejected Work
1 06 WEATHER CONDITIONS
A No Walk "I be time when. In the opinion of the Owner, the
weather Is unsuitable No concrete, earth aockilil,
embank set. or paling shall be Placed upon frozen material
If there Is delay or Inlerruplion In the Work due to weather
Canailkne. the necessary precautlons must be token to bond
new Work to did
B Prolectlen Against Water and Staten The Contractor shall
lake Epp precautions to prevent damage to the Work by atoms
or by water entering the It, of The Wak dlo,,fly m
through the ground In case of damage by storm a water,
Ion Conlracl, al his own expetse, shape make ,pars or
replacemeele or rebubd such parts of the W.k 02 the
Engineer may require In order Ihol The finished work may be
completed as required by the Drawings and Specifications
107 DISPOSAL OF DEBRIS
A An debris and excess moorlds. other Ihon that which Is
oulhortre l to be reused, become the properly or the
Contractor and Moll be pomplly removed from the properly
The Conlroclur than recelve title to all debts and/or
excess stalerlol The Owner well not be responsDl. for my
I- or damage 1. debris . excess materld owned by the
Conlrocl.
105 PROJECT LAYOUT
A The Contract. Moll be responsible for providing alp
necesl . v"Y slakIng.
I Local. Ind prolecl cmtld poInl.efore bs1OrNng Work
an the sue
2 Preserve pern merl reference point. during Progress of
the Walk
3 Establish a minimum of Iwo permanent benchmarks In the
.N., referenced to data established by —wy contra
PPa111S
Record location, will, hail—ld and verlicol data,
or Project Record Documents
ENO OF SECTION 01040
SECTION 02110 — SITE CLEARING
PART I - GENERAL
101 SUMMARY
A Secllm ncludes
I Remove .,face dnris
2. Clear site of plant Rfe and grass
1 Remove Irees and shrubs
e Remove fool system of Irees Ind shrubs
PART 2 - PRODUCTS
Not "i
PART 3 - EXECUTION
301 PROTEC7ION
A Protect .(titles that remoln from damage
B Pooled Iran, plant growth, and features designated to
,—In as find Iand-mIng
C ProtW bench marks and existing structures from damage or
dispi—menl
D Use moons necessary to prevent dust becoming a nuisance 10
the Public, to neigDbors, and la other work being performed
an a near (he site See section 02150 - Erosion Control
E Nathan arc-., to Ine ail. at all I-
302 CLEARING
A Clear .,.as equir.d for acce.. to 9(e and ...cutan of
el
B Rem , frees and Irubs within marked I Remove ste
Ia lap tools and other proleclu-e1, grealc
dametee l0 2'-0" below the le—ted swlaes in cut a ens
m-d 2-0- thlow the e—sed s,bq,ode in RI I—,,
3D3 PEMOVAL
A Pe w debris, rack. and extracted plant Ide from site
B The ronlracto Shall coordinate Work w,h the Ln9l and
Owner in esloDkshng w0lobte a within the prperly
mils for depo,0119 deers, ock% old e.tracled plant
fife Ine Contractor Shall be responseNe tar bock R11m9
(rappmq) and gfodng all waste sites
304 UTiLITIES
A Coordinate with utility companies and agencies as required
ENO OF SECTION 02nO
SECTION 02210 — SITE EARTHWORK
PART I - GENERAL
101 SUMMARY
A Sedan nducies
1 AI ODD and sllewark excowtlon (unless covered m
other Wilms of (hex specifications) removal and
stockpke of loppll, stabilization fabric ad other
miscellaneous and appurtenant woks
2 SR. epn44
3 Romill y/pakhg lot structural sections
107 REFERENCES
A ANSI/ASTM C136 - Standard Test Method far Slew Analysis of
Fine Intl Coarse Aggregates,
B ANSI/ASTM 0698 - Standard Test Method far Laboratory
Compaction Characteristics of Soil Using Standard Effort
103 PROTECTION
A Protect bench marks and e,eting structures
R Protect above or below Bode utilities which ore to remain
1 0/ SUBMITTALS
A Testing labara Cory reports Indicating that malerid far
oocliON meets requirements of this Section
8 Field density test repmti of site FIN In place
C Field density Ins reports for roadway sl ruclurd sectons
In Place,
D Stobw:alion Fook Submit copies Of monulacturei s
wpecfTcutkns and Irs.lanalfon instructions
PART 2 - PRODUCTS
202 CRUSHED GRAVEL
A NI materials shall be secured from approved puroes. This
gravel shall conest of angular and rand fragments of had
durable rock of uniform quaNy throughout. reasonably free
from thin eangaled pieces, sort or disintegrated Slone.
dirt, agonk a other objectlanoWe matter This materid
shall meet the following grading requlremenls:
Percent by Weight
Sieve Deslgnalm Poseing Square Mesh Sieve
2" 100
1 1/2- 90 - 100
No A % - 60
No IDO 0 - 12
No 200 0 - 6
2.0e COMPACTED FILL/GRANULAR BORROW
A This material Mall be free of Mae, cloy, frlable
material, detach, and Organic matter, graded In mcardmce
with ANSI/ASTM C136 within the follgwing Ilmits:
Percent by Wwlght
Sieve Designation Posing Square Mesh Steve
6' 100
3/e' 75 - 100
No A 20 - 1DO
No IOC 0 - 20
No 2D0 0 - 12
205 GEOTEXTILE STA81LIZATION FABRIC
A This ork shall consilt Orr lurniWng Ind plaanqq On
approved stabilization fobrk on a prepared wr(me Within
the IMlls shown On the plmS The fabrk shall meet, or
exceed the following properties
1 Gob lensle strength (ASTM 0-e632) - 200 lips
2 Gab lerele elongation (ASTM D-4632) - 15%
3 Puri strength (ASTM D-e633) - 120 Ibs.
PART 3 - EXECUTION
301 PREPARA71ON
A Idenllry required lines. levels, con(ows, and dolum
B. Identify known below grade ullllks, Stoke ad Ong
locations
C Maintain and protect eMsing utilities remaining mk'D pass
through work area
D Upon dl—w,y of unknown ulllty or conceoled candrtions.
d,,wt..e affected wah, noilfy Engineer
3.02 EROSION CONTROL
A Erosion contra must be tr ied via, (o beginning any
sorlhwork P..(I-
303 TOPSOIL EXCAVATION
A Excavole (paoe From ar , to be e,ca(ed, o-landscaped
Or regroded and .loc"plevo
In areas d.WgI.ted on site or as
directed by Ion Engineer
B Maintain the stocFplle in a rna a Which .,If not obWlruct
the notufol flow of drainage
1 Maintain slockplle free from debris and trash
2 Keep (he topsoil damp (o prevent dust and drying oul
SITE ENGINEER:
30e
SUBSOIL EXCAVATION
308 MAINTENANCE
C
A
ExcavOle subsoil Iron Oreas 'o De 1e91o0etl in arc nrdOnce
A An <orinworx should he cnpxed Ottad,cdly to m tool
A
with plans
stapes a ,n good condition Any rats or damage from
and cis mal I ...... Ig Sho ld be ,poked IrmeOwth. ly
B
Excawte subsan a to a commodate buiidn
reaaire q
leaved twiner damage if seeps develop an the slopes
CIVIL ENGINEERING ASSOCIATE$, INC.
foundations slobs on gade Ill. sl r u. Iwo ron,lru,um
ope,.I.O ,roads and parking areos
the or a should be a fu sled I. determine if the seep will
unstable condition Suosurfoce, dram, Or gravel
P.O eWt118 SNHBI/V,E, K 06eQ
mulchng may De requred to W ,we seep prodems
akNs = M AO*48"M 1ve► www�..•uOrr
C
Grade lop pttimeler o1 e.cawlan to prevent surface wale,
Dwersilns berms, and waterways in the land gratlMq Orr
from droinng into e.covalion
should be checked Io m that they are functioning properly
coe .T 40xooa _ Asy es— esmmn
Plot— found dunng fine nspcchona should be fepmred
DMWN
promplly
D
Notdy engnett of une.pecled subsu,face codItan, and
CJG
decontnue offecled wwk m area a,1,1 nolir d to resume
END OF SECTION 02210
work
E
Correct yeas over-e.cavated by ell, as dkecled by the
SECTION 02225 - UTILITY TRENCHING AND BACKFILLING
JLM
Engineer
PART I - GENERAL
APRROvm
305
DITCHES
101 SUMMARY
SAV
A
Cut oc urolely to the cross-sedlO grades and elevotans
t
A Section includes
OWNER:
shown 1 trench, beckfkl. and compact as specified h.r.n and as
needed for Installation of underground utilities located
B
Maintain a tt+volms free kola detrwnental quanld,es or
5 feet outside the buildings
leal sticks. fresh and other debris unit completion of
the work
1 02 DUALITY ASSURANCE
C
Depose of excowted materials IS shown on the aawng. Oe
A Use odequale numbers or skilled workHs who are Ihormolly
directed by the sons Engineer, except do not. In my case.
trained and exPenenced m the necessary crafts oral "a ore
FBO AVCENTER
deposit moetlals less than III— feet from the edge of 0
completely famdb' Win the specified requirements Old the
ditch
methods needed for proper perfarmonce of the work of this
1130 AIRPORT DRIVE
3.D6
ROADWAY EMBANKMENTS AND BERMS
xdTon
SOUTH BURLINGTON, VT
in and numbers la
B Vlsa�uipmml .work
A
'Mien embankments are to be mode an a htls,de, In, lope of
the Original ground an which Ine embankments ore to be
In timesize.ly mancapaner
PI,M the k i a timely manner
constructed shall be stepped Ind properly drained as the
(Ill Is constructed So that adverse mowneens of the slopes
do not occur,
B
Any ucowted rock, ledge. bouldws, Ind ston.. except Mere
PROJECT:
required In the consbucl,on of other items of otherwise
detected, shall be used in the CanSlrucl,on of Imbanlrrnenf,
to the extent of the project requrements and generally
shall be placed so as to farm the base of on embankment
C
Frozen malenal shall not be used In the conslructior, or
embankments, nor shall the th backmenlS a yer successive las
FBO AVCENTER
of the embankments be placed upon (,.,. moler,al
Placement of material Other than rock andl slap whin the
HANGER
sust:ed air lempero(ure. below 32 degrees rafvenhelU
wohlbils the oblabre inq of the au.ed compathn
maleral Is olhnwix occeptabl., it shall be stockplled and
reserved far future use when Its condition ,s =eatable fa
use In robmkm`lh,
BURLINGTON
D
When on embankment 13 to be constructed across a swomp.
INTERNATIONAL
musk, Or oreas of un.loble sots, the un rulable material
shall be excavated to reach, ohs of adequate boating
AIRPORT
capacity and the embankment begun Alle,nalive methods.
such as use of a alablintim fmrk FI place of excovolkn
Ind backflll, may be ul Wiled oly Offer approval of lame by
Ine Engineer
E.
Material being placed is embmkmenl, abed be Placed In
horlZonlal payers of uniform thickness across the full width
of the embankment Slumps, trees, rubbish. and other
unwuable molerld shod real be placed in embankmenls
F
Embankment areas Witch be Placed In eighl-Inch Iffls,
Elfeclive spreading equipment shot be used an each layer to
of uniform thickness Relateto compaction Each Byer
Shall be kept Gowned to shed water (o the outside edge Of
embankment and continuous levelling and himphUlalIng Will be
Mquked to assure muorm density The plYe who of each
layer shON be uniformly campocled to of least the required
mMmum density by use of conpaclkn equipment cmakiing of
rains. compxlas or o combination thereof. Earth -moving
and other equipment not spech"ly monulocfured far
compaction Purposes win not be cmMdered as compaction
wqulpmenl,
C
A6 fled motorlai .hall be campm ed at a shchlure content
suitable la obtaining the required density. In no case
shall the moisture content In each layer under conslrucllm
be more
than three percent above the optimum moisturecontent
and Mall be peen than (hot quantity that WAN cause
Ine embankment to became unstable during Compaction
Spagiri shovNg, or Other dispiacMlM1 under heavy
equipment shall be considered evidence fa an Engineering
determination of pack of stability under this requkemenl.
and further placement of material In the pea affected shall
be stopped or relcrded to aloes the molerkn to 910 llze
H
When the moisture cenlenl of the re.iii In the Byer under
construct Ion is less than the amount necessary to Obtain
DAT2
CRDCI®
R[YIOgN
pNsfoclary compacllm by mechankal compoctim reethft
water WON be added by pressure dstrlbulas a other
approved equipmenl Water may on be added In excowllm
a aorrow PRO The Water shall be uniformly and thoroughly
InCerpotaled Into the soil by disc, harrowing, blading, or
by other approved method. This mmipulallm may be omflted
for sands and gravel. When the moisture content of the
material Is In excess of three percent oboes optimum
moMure intent. dry molhi Snapp be thaaugNy
eorpanted Into the wort mose.ol, or Ion wel materlol
lids be aeroled by dlsring, ho rowing, bloding, rally
mixing. . by other approved methods. o, COnpOttlal of (he
layer of wet maerial shop be delenred unit the bye, has
hied to the required mosture content by evaporation
3,07
COMPACIION REOURIEMENTS
A
Au backnn, and nu, shall be compacted n even ion.
SITE
(12" maximum) to attain the required densules a. follows
SlIndard Reactor
SPECIFICATIONS
D-59a
Location 696
subgrode (B') and Gavel far
Road, and Parking Lots 95%
General Embankments 901E
DATE
APR., 2004
gems
NONE
nor No
04146
.MgING RUMaLR
CI
1 03
PROJECT CONDITIONS
SITE ENGINEER,
C CamPly wllh reoukemenis of gawhomenld agencies having
µ�sd,ct.on
305 REDDINC
A Poe Bedding Area Pro, 10 larng pipe bedding malerol
hdl be to the —Is the
PART 2 - PP40MTS
201 MATERIALS
A Subgode Prior to be
A
Bituminous cmcrele shall not be placed bet.— November 1
and May 1 Material shall not be placed when In, granular
308
A
FIELD QUALITY CONTROL
P.mll no vincula, Iroffc an wdoce, unlit thoroughly
103 REFERENCES
Dloced 01 exmvelion and to a
depth penealn the ihna
placement Pf -be— ,upgrade andl
approved by the Engineer d ne[esswy, ,upgrade will De
wppaae Ia wet a when the ar +emploture at the pmmnq
cod and he'd
J;
pipe as specified m01 <riol Mall be
,ninon son gavel a ttushad stone and shall not contain
Improved under the dr d— of the Engineer
sale in Ire s^ade and away from alnf—I heal n as
follows
309
A
A AN11r ASTM C136 - Stonda,d Test Method fnr Skye Analyse of
land lumps and stoles over one inch m di."Ier As Ine
REPAIR O SUBSIDENCE
fnr antl Cvvr,e Agaregatea
pare n laid aeddinq mat eel shall M ,.tended la 6 inches
ahone Ine pine and I,wred ^long the width of the Iron cn
B Su DDox Subbase snarl P, crushed growl as donned in
Sect -on 02210 Stie Ealn wank compacted Io 95% optmum dry
An Temperature plowed
A
Se111emenl - Should any pavement settle wlthln one year or
9 ANS/ASTM U698 - Sfontlald Test M,Inod for LODaalwy,
density per ASTM D1557
D
Degrees Fahrmheil Compacted Depin
1 Don of the Conlrocl, SUM vement shall be prepared
comp,
CAVIL ENGINEERING ASMATES, RIG
Comi)wtnm Ch-11 ntcs of Sal Using Standard Effort
306 BACKFILIING
40 Degrees a below Greater then 1 1/1"
al The Contractors e.pense If line oclaf falls to
la do
pp. � 17051�2
C Conaete Concrete far paring shall canform to the
50 Degrees a Mlow less than 1 1/1'
optCen
mare SUM rePox, promptly upan receipt of nonce so
rparcs as
t FAX �'•D•'x� "� `ts""a••"sjO^
PART 2 - PRODUCTS
201 SOIL MATERIALS
A Bra,_ erg moll not be done t lr I, cW ...the, with
rroien math ids or when maleriala pheoay placed are
Standard Sa of Class A cantttle, as defined by VAOT
Standard $pedncoliona - Seclxxl SDl w4h a mo.hmum ,lump
PART
2 - PRODUCTS
from the Owner then the Owns pke ,urn
f^aY ^`
nete,aary and the CMIracla ahaN Day the Owner for all
cverxwx7
frmen
of 3 inches
20t
MATERIALS
MATERIALS
cost, incurred in making such 11Paka
aRA"N
A (N and ba:krll ma7erids
I FAI —tend Is s b t a In 8 Back fill mmerml shag be 310 MARKING PAVEMENT FOR PARKING
u RC n vpvroval of the evenly spread Ond compacted n D Joint SealDnl Sealant ra an ports stroll be EVA20lE 360 A Mat<nah shall De combined and Graded to meet the crnero
Engineer Molnlol ara•ndae cm be removed from
1111s nor mane Ina- 12 melts Inck a as approved by the
E SP a approved equal
as defined k, IM VAOT Standard SDeclRcollorls. Dlvnon 700
A
Sloping - Thaaughly clean IM areas to 1— rirnpag
CJG
n
valeta v s+e a, mewled from approved all -ale
Engineer Previously placed a new malarlol, shall be
mol,tZr d by If to
E Th ri,A.: of pavinanon be as ,hewn an the inns,
f g D
r
W Wr
to Type It (Pine c are) oral Type IV (Minh c are)
IocOle oX slrl as Indicated .1 the Plans
ping
H_Wa
ow orees Materials most be predom,on+Iy granular,
-e.pansive so, (roe from
n porous malts, argonlc
sprinkling required, ensure
and compact roll proper bond
can,nlhg a wDDme and concrete.
blluminous concrete
, —led!
All striping shell be 1' wide unless vlh.wix —led
All
JL�II
matter ond other delelermu, mattes and contain no rocks
C Tr
PART ] - EXECUTION
8
Gradotxln Molerots man be cormbmed and graded to meet
B
MI wflontol, - P,.,de h.Adl-pped symbols and all other
w lumps aver fi n has m geolest dimensmn
" wncn nave been mprapmy backlllled, enclosed or
o"Ore 0
301 EXAMINAIION
c ompostio, Invite V tried m VAOT Standard Specification,
lap
mluNlaneWa algna antl symbols as a0 teal an the Contract
AeewOvm
2 Rock, having O dnmen,ion greater than 2 inch,, all not
are 2 tool the
covered up has been approved shall be reopened
ReFD and compod as specnDed, to the
A Venf and oblavi approval from En der Joel cwnpPcod
Se<IlM IO60J fa Ine Mse pourx and finish course
Plans
SAV
placed wghm of outside al pipe,
3 Coheslonless material used for bockfill Provide sand
ar otherwise correct
apar.- of the Engineer, of no Inkli ienal cost to the
y 91^
g—do s.bgrad' is dry and ready to support Paving and
C
Tnickneas of poNnq far dnves and Dokng Iola ]hall be as
ENO OF SECTION 02513
OWNER
Mee troll organic material oral other foreign Antler, and Owner Imposed loads shown an the pone, cvnah71ng of Pax course and Minh
as approved by Ine Engineer
ar
D Take special ce In backryllnq and bedding operation, to
B V.IIy gradient, and Newtow n, o/ bgaee end wbbax we
cowl,
SECTION 02515 —CURBS AND WALKS
PART 3 - EXECUTION
not damage P-or and pipe coatings
as Indicated an the Cantfact Plans.
D
For p.—tot .,consliu,tio, a s due to lrMchlrlq, the
301 SURFACE CONDITIONS
depth of each con x shall be mweosed by 1/2" PovemMt
PART
I - GENMAL
E No compacting shall be done when the me]& n too wet to
302 PREPARATION
ttwn.Irucllm caused by Irencn reWMing tlw to improper
101
SUMMARY
A Examine IM ]rem and randlirona under wncn wank of this
be canpocled properly Al SUM times Ine wok shall be
pla[emmf or man -approved placement shag he performed of no
Von be performed Correct condlllons det—.1.1
Von
suspended unlit the Previously Placed and new materials have
A Mo1M1ng Surfaces, whin a new pavement h to match an
oddtiand cast to the Omer
A
Section Includes
FBO AVCENTER
YW41
and proper completion of the wain Do not proceed
unfit u...liefatwy cal loll, are carec+ed
sled Out wfflcre lly to permit proper COmpoxAim. ar such
Other Drexel we taken as may be necessary to able,
exhfing bituminous pavement a conceete POvement fsdallan
pat sMn be Constructed The Controda shall vetkally
202
TRAFFIC MARKINGS
I Concrete Curs b
1130 AIRPORT DRIVE
lD2 PREPARATIONpiece
canpocllan
smooth cut Ine existing povemehl and remove unwanted
The pavement subbase fine oath required to
A
Traffic making pant to be faclay-m..O. meeting the
2 Contra. Sidewalk,
SOUTH BURLINGTON, VT
F Back (III mOlerol shall be compacted to the fallowing
en
place The specified cahoot, pavement and Ifs webox. The
n
requirements of the VAOT Standard SDMfiCallMa, Section
pint
2 -PRODUCTS
A Identify required lines levels, contours, and "um
Decentoges of maximum dry density and the in-plote monlure
aApath cut short be thoroughly cleaned and cooled with
7080fl
201
CONCRETE
cob= shall not be mare than 2% above the optmum moisture
Emul lfled Asphalt, RS-1, 01 prig for con,lrucllM of the
B.
Directional Grows shoo be thermoplastic.
A
re
The cancel, shall haw o mininwm compressive alrenglh o1
c
303 PROCEDURES
content. Os ,,+ermined by Standard Praclo, ASTM D698
isdallM pint and proceeding wdh conwele paving
1,e pal al 28 day, and 1hW conform the requirements
A Estag Uilllties:
I Around ou structures. under roadway puvinq, shoulder
and emDahkmmts - 95X
303 PLACING CONCRETE PAVEMENT
PART
3 - EXECUTION
of SDeciOcalbn 02510 - Canaete PovInq
I Unless Mown to be removed, protect .,it, utility Imo,
2 AN oIn,, area, - 9OX
}Ot
INSTALLATtpN
t 02
ADMIXTURES
Mown m the drawings or otherwise mode known to the
G Frasl
A Place concrete paying to lnncknes, identified an the plans
The
A
Install In accordance with VAOT Standard Speclfkallan&
Contractor prig 1. trenching If damaged rebok a
Protect— pipes told with less than the minimum
the
on moist but not wet subbase. concrett shop be
dep tied the
Seth°^ 406
A.
AY-mlralnlnq admlxlure Mon mein a exceed ASiM C160
PROJECT:
reploce al no coal to the Miner
Cover over crown and when approved by the Engineer moll
ve uniformly as posslple ahead of Paving
its final
Ak —1.1 ]hall range from minimum of 5% to 7% maximum
2 Men existing underground u1NXles, which we not
scheduled for removal or oborlder-erl. are encountered In
x Pratedmeeting , 09ahn11 by nslonolion of rigid
mutation for the width of the trench InwlolIm shdI be
equipment end as close Io goal. as ...sale so as
to require a mnimum oI rMwalnq The concrete Nooll be
302
A
E%ANATION
NN
Verily base condtons under the prbvnims of Seclim 02210
203
EXPANSION JOINT MATERIAL
IM eecovetion, they shall be adeauolNy supporled and
a m,lmum of 2 lnches lhck with one adki lgnal Inch I
Ihwougldy crosdldoled olong the faces of the forms and
- Site Earthwork
protected hom damage My damage to ulikines moll be
licmess for every feet of depth of piping less thin 5
struck off to the l",ked elevellons and grodes. Ii
A
Expansion pint materiel shop De premdde0 DIIumInous
FBO AVCENTER
repoked promptly OI no addlllMd Cast to the Owner
feet The Meets MON be Placed 6 aches abase The clown
sllpform equipment! Is used The conaele must be of a grope!
B
Verily that compacted base Is dry and reedy to
Oiler <onfaminto ASTM D994
q
3 N utility vice is inmmedid ors o result of work
y
of 1M sewer after co mpshaan of the 6 inch III immediately
Canshlenty m a, to prevent e.CH]Iw edge stamp
posed le
support paring arnd imposed roods
is
under Ina a«Ion. immediately re,Iae aerYre by
abaw the drown taco and! be exercised by The tank«tar
PART
3 -
HANGER
repalling Ine dgmoged utility at no odttlonot cost to
Wring backNl and cumpectlm aver the k.sulatlpn The
304 JOINTS
C
Vaal y gradients and elevollons of box we cared
307
AN
REMONNC AND RESETTING CURB
REMOVEXECUING
the Own,
Meets Mall meet the compressive strength requirements of
/ N existing ulhities are found to Interline with the
ASTM D1621-73
A Isolation Joints: Isolellm pans shall M used to
303
PREPARATION
A
Salvage or Curbing. Any eddlag ourbinq Mich Is damaged
RECONSTRUCTION
permanent facilities being constructed undo this
3 D7 TEST FOR
sepwote structures, cmtirps, and existing pavements from
or destroyed as P rewull of the Canithata i operallms
section. Immediately notify the Engineer and secure
DISPLACEMENT O" SEWERS AND SIORMDRAWS
canerele pavemml tieing placed Jowl material shoe be
troll tam to form, worm ICU
A
Match! Surfptta. when O new pavement Is to match an
a falu a to protect II In a mamer Ina! would
in.ifucllma
5 Do not rotted with disruption of service a permanent
D D
A After the bench has been backfRml to above the pipe and
cmllnuoud extend o1 concr.t.
vIn l0 IM wbbax. ono tonlwm to the f the form
pa q Mope o
dslinq bl1umInWa pavement fa a roadway a IrenM, 1M
Contractor shah vertically smooth Cut the existing
preContra its lox a demoge riw he rpbced al line
BURNNG TON
relocollon of vilifies unlq written Inslruclbns we
has been compacted a, specified, check sewers and
puvem.nl, over gavel pax The moolh cut
Contractor i epenx.
1NTERNAPONAL
Iecelwd from the Engineer
slormdrom, to determine whelher dleplocemenl has Occurred
B Contraction Joint, Contraction pinta Mall be formed to
the by
riao x InaougMY cleaned and coated with Emulsified
hly reared
B.
Placing Excavation, setting 1 d bockOX shoo
^9 9 a • •^ ail
AIRPORT
B Prolecllan of person, and prWely
B Visually In 1 I Installation b
y spec ape y OaMing a Ilgnl
a
dlmernls. ahem M IM Gana by .awing. a Installed
using inainls If Inserts ore used, they mull De Mriaged
ApM11. RS-1, p.l prior to paving
M a accordonN with tptKNficolipna la lM type of curb
c p
I. Barricade open hales Md depresslona actrrrinq as part
between, rnanhales a helWem the locallMa of the me hot".
wrllcdly. IWsn with the surface, and conlInuoua Mlween
301
PREPARATION - lAOI( COAT
being removed oral reset.
of the work, and Rost waning lights on properly,
by means of a flashlight a by reflecting sunfignl will, O
edges The depth of the I' is must be atleast 1/4 1M
docent to a with public oceres,
mvror
lnkkne.. of the cencrele paving
A
When 1M bottom corso of bituminous concrete Powment Is
3.02
CONCRETE CURBS
2 Operate warnlnq lights during hours from dusk to dawn
tell over the winter, a Paving N to be made over an
each day and as otherwise reqiked
C. If the Illuminated Interior o1 the pipe HAW Mows poor
The sawing of Joints share be performed within IR harm
e.IsWg aluminaus concrete pavement. the e.1-A" surface
A.
Excavation shag be made to the required depth and thebase
3 Protect struclurss, u101tle& sidewODs. Povementt and
dlgnment. displaced pipl Or any other defect•, carnet(
offer the concrete pavement Is pieced. The sawing o1 any
end be demed and Emulsified Asphalt applied before the
molerlal upon which the curb 1, to be x1 shall be Compacted
other feclllka tram damage caused by xtllemenl, the defects to the specified conditions and of no oddltbnol oat should be discontinued a wnNted If a crack Otto, of next aouree h oWled to a firm, even surfoce. NI soft PM unsuitable—Iorlal
Moral movement, woelroul, and other hwad, created D y
W.l to the Ome
or near tin olnl lacallcn before w Wring sawing N
•halt be removed and r ,placed wfin sullade malerld shIM
peralbns under Idea section
4 NI Irenching Moo be In accordance with the Meet
D. After visual approval of pipe. a 95X mandrel le,( must be
extreme eontllMs mat it knpraclknl to prevM1 matt
cracking by ply sawill IM contraction ).lets Mould he
B
Nsa apply to contact swfacn of Crrbs
shag M thoroughly compacted
OSHA requlremMls.
Performed
famed by other mehods.
C
manhde meld bosh fromoo with ON to
Coral apre and
B.
Inwlollolfon: The curb shill he set so that the hoot !p
C 0ewol.Ing: The Contractor, of all Ilme& Mall —d.CI
END OF SECTION 02225
C Corm gctiOn JNlet. Cmrirucliun pint•. when net.asOrY•
t it
Finn oaphdl powmml. Do rrol lack cool Ibex
ent
One le In close conformity to IM line and grade requked
Operations sa w to p(twnt the ottumulalion of "IN. Ice,
short be lamed to the dimension, shoxm an the Plans. If a
surfoeeabond
antl W /@eel and tOf Oughly
pate under the cUr int;meeting the
tamped with mxling line requkMnenls of the
limped
and snow In e.twgllans a In IM vicinity of excavated
IN 9. and to prevent water from Inler(MMq with the
SECTION 02510 — CONCRETE PAVING
construcllon pint Is necessary. W shoR b. constructed In
the ml" 1/3 of the specFlg of reguror contraction Joints.
3.05
PLACING ASPHALT PAVEMENT
material /a line bed course.
he bed
progress and quality Of the was Under no Condition• shoo
However, use of construction oink •hand be ovokled
A
Place to compacted thickness Identified an the pion.
C
Concrete Mixing and Placing: Compaclbn of concrete Placed
water be .owed to r1x In Wen beaches after pipe he,
PART I - GENERAL
In the forms inch be by loading a other opprowd methods.
been pieced
1.01 SUMMARY
D, Joint Sealing- AM iodan Notation, cfroctlm, and cwtiruclron
B
Compocl Pavement by rark,; Do rot diplace w extrude
Form Main be left In piece fa 24 harts Or MIE the
D. AmmWoted eD1.. Co. aim crow shall be promptly removed
D P Y
A Section Includes
pinta s� be soled Prior to smlklg, The pint "I
be Iha ought Cleared In ceder to provide O said bond
Goverment if= position Hind compocl In arms IneccosaEle
to rwkg equbmMl
Concrete has set sufficiently sa that they can be removed
without Inky l0 1M MRInp UDan reenovN at the lama,
and disposed Of by pumping a olner mprCA d mean,
1 Subgrade Prepaallon
bslweM wolanl and concrete. AN pale Mau be sped
the Curb riot be Immediately rubbed dawn for a amoolh end
DItpOad shall be twrIm out a a manner which will not
2 Granular Subbase
Prior to Wowlnq troffk an the concrete pov menl.
C
Deneft falling with curve suilve DO— to achlow teen and
uniform surface but no plastering WIN be permitted Far
,sale a naiad to public bath. min tour Inky to Waic
3 Concrete PevInq
smooth finish. wllnWl rose moth,.
thin warty, compete"[ and skillful /lnlshers riog be
a private properly. work compteled a In progrd•t a
3.05 TOLERANCES
employed
publicsax treets. nor comy Interference in the use of
,beet■ aim road by Ine public P1pe. under canslrucllon
en.
B Ool This work shall consist of the placement of
wa
abs and conerolo pa omen! an D prepared exugpds In
A Vwhatlm if= True Elevation,IMlhln 112 Inch
306
JOINTS
0
Sections: Cutting shall be conslfucled a weelions halvingMall
hot be used for dlaln.W O/ .—Vollon,
a cIence with those Specification] Red In confwmlty with
A
JoInls between Old and new pavement. a, between got Int
a unllem, length al Ion feet, IWe/e Otnwwlx Ordered
the lint goodies, thkin.•xs and typical cros, section, 306 FIELD QUALITY CONTROL and
worlic shall be •hall oepOtt DY open evils 1/E Inch wide
re a lwW.
•new
E. Maintain access to Od)OCeAI arms at all time
Mown m the Pan. a It,lpWished by the Engineer
cornrtinuou. bond bets - the as and ml WMnewr
..clip!
n
excel al expansion teals.
A t no Vehicularcm surfaces wil Inwoughly
the pr.ading Protons 1. Interrupted long enough for the
304 TRENCHING
1 02 REFERENCES
cured and oints aeraf
mlxlur. 10 O11d1 its initial st.blity. the Davin Mall be
E,
Epmson Jolnls: Expansion pints shah be formed at the
A. Provide sheeting and •hwbg necessary for protection of the
A ANSI/ASTM 01557 Standard Tell Method far Loowo ay
R Limit vehicular traffic m "ode Wd subbase.
removed from Ine oral and o pill( corm--W.
Interval. snpen an the plan using a pre -formed •pmNon
Joint Ra having o thickness of 1/4 Intl, cut to Conform
DATR
CYDCNND
EtWYl00N
work and for the mittly o! personnel Canpeclbn Characterklka of Sell Using Modified ETIat B Suit 1. shP11 De formed 0 Cull the wmenl a a In,
707 MARKING PAVEMENT FOR PARKING
I Snge"and bracing required (of Irsnchl MON be > Oo to the am- fiction of tin. curb Tiny rnau be Constructedhen
r.noved to the sl.wlfon of the pip.. but Act shwril ^9
B VAOT Standard Specmcallms. Sector 500
vertical prone a In. ur di the centMInb where the
Devemenl has o Iran srface w del.mined by IM use of o
DI 20 foot I Inlerwq te as directed t by the c-cr Engineer When
lM curb Is constructed ]docent to a an concr.le powrrnenl,
will be dcom to be pulled, removed. a disturbed
A. Striping - Ih..MNY dean the alma to recek. striping
slrglght-edge. The bull olnt •hall be thoroughly Cooled
epan,lm pints Mall he located appoint, a at expmslan
belay; Ine pip.,
103 DUAIITv ASSURANCE
oral rotate gin striping as Indkgted an the CmlraN Plant
with FmWs Asphalt, Tpe RS-I, Just prior to dpoMlrg
Of. In the Pavement
to the 0 depth and to a
B A IrenM Mill Dt hCing
A Use Odmuale numbers Of skilld worked SUM are Ihorou 9l'IY
EEO OF SECTION 02510
the DaYl m6tures.
F
BotNfioing: Aft,, the conaele he, set sufficiently. the
for of jre
wldlh suffith., to arrow forohmg of IM Plw and 1raIned Ond experienced In IM nm.s.ay crop. and shin are C Longitudinal pinta IMI now become cold Moll be cowed .Pacts Geffen and back of the curb shoo be Geed to the
compoclim, of the bedding and backRi ma1.1.1 under and
wound the
Completely familiar with me pecified requirement, and the
methods needed fan proper performance of the work of this
SECTION 02513 — BITUMINOUS CONCRETE PAVING
«fin Emulsified Asphalt. Toe Rxpa before Ine .docent oral
n with layer g( hat more min sin Inches
the
pipe
Section
If they shall
placed If They Mve been exposed for traffic.
of the weme material w the bedtnq and lhaougNy tamped
Of t em. m
C The completed [reach bottom shod be firm la its fan
PART I - OfNEFAL
th our bock Is a Haan v.lkw Nq. prbr to palnlIng wlln
p p
the sunuhhh
C.
The Contractor the IM curb and sop II in
langlh and wall D All materials and Installation el be In attardonce eon 101 SUMMARY
-in plel of Ine Contract WrD
unlg 1M
oN n -in
American Concrete Institute 304R and ASTM C94
Includes•
D
UNeet "frond. longitudinal olnn snag be
ccepEach
19 My 11Jw previous to final acceptance of
the le I my tm
D If Indicated M the pins a by the Engineer, poor
A, Section
at leasx ham any Joint In the Iowa courses
lean
.1y
the wank shah be removed and replaced with sathbClOry
be a
redcbet roar It fnxnlON planing paving WinaUMt paving shoe Bax C
on mathalal MCWnleed bow the normal gore or C pave n A
pavement Transvt
it
the *
Go s
2 Cour
the tranawrx oInla constructed In
bgakflll concrete riothe be Iwen. The cmlrocla shh"l haw 3. Wish Course lower courser 3.03 CONCRETE SIDEWALKS
E. Where pipes ore to be in go, Ine
oompae y the Project s site s (hot maplay ticbe dorgagq to
tery cover des races IMI may be de by ran,
B CeheoF This wain ridl consist one a make twr or
307
TOLERANCES
A
Exwvalbn and Foundation Excawibn NON be mode to the
SITE
depiecedoR he embarkment
e.Wwllm ride a mode 3Rfe Ine efnnondiame Ma been
toped
There
Thad must be adequate weights available 10 keep The
s r l In
ar 0 prepared
th
requited depth Geld to a worth than win permit Plating of
tamplrled to a height of ]feet pops IM dlomtl« of lit
pipe above the designed grode of the
tog r
pro,lk Meelinq frwn being Gown way If the pavement h
me the
Of skin
.—do win SpIctled
accprdmce win Ibex SpecRkallma and line type o! surface
type
In
A
The surface wW be tested by IM Engineer using a 16 feet
bin course material and the Inldlation pin bracing 011he
DIP,
being Constructed alanq a sope. the fresh concrete should
being placed, and conformity with The inner grodes,
straight -edge at selected locollpm pwWel with the
(arms Bed Corse nrol.its ehaN be ploctd to the dplh and
SPECIFICATIONS
F. E.cardag for aPourtenances
Co. be protected from wuler above washing Ocrosa the
q
thic,"ise, and . d cross sections sitown on the plans a
centerline My wrbtins exceeding 3/16 of an Inch
dmllon whom m the dons. When The layer required exceeds
1 Excuvute far morlole. and Nmflor rilu,tw to a
suflace
.1DblW d by the Engineer
between my two contacts Hall be Satisfactorily eliminated
.1. Inclines, Iwo I — of ppprodmaley equal depth shoe bt
y
distance sufOrlMf to leave at Im,l t2 Inches clear
0 Obtain from
102 DUALITY ASSURANCE
A 10 IWI •trdght-edge may be used an a vertical curve
Dlawd and inch Thoroughly canpaCled we Thal It le
between ouler surfaces and the embankment Or shaving
malerldi same source th,m aril
The .Iralghf-edges Noll be provided by the Canlracla
hard and Unyielding The sellig of bed cawx material may
the( may be used to hale and protect the banks
2 Over -depth extavalon beyond such appurtenances that has
E Povelnenl recant—Upr caned by IrenM 1wWMing due to
A Use adequate numbers of skilled workers who as IhwoughlY
B
Scheduled Copmpacted Thkknear Within 7/4 Incin
be required to Go(* The compaction
rot been directed w1I be considered unauthefltm. FNI
Improper placement or non -approved dottmMl rise De
experienced In the nwc.xwy Raft, ON who ore
VOhed and e
with sand. gravel, Or lean concrete as directed by the
Pwrfaormed at nil additional cast to the Own.
Completely familiar with The specified requiremMn and the
C
VOd.ltan from True Elevollor, Within 112 Inch
Engineer. and at no additional coal to the Own.
04 PROJECT CONDIIIONS
methods needed for vapor perfwmmce of the work of this
methods
Section.
C Excavation shall not Interfeno with normal /5 degree bewinq
RATE:
DRAWING RUNNit
!pity of foundation&
A Material Mall net be Pieced when the subgade or granular
B AN molellal. and installclim "I be In occwdwcg with
2004
subbote h abnwmwy of
The Asphalt Institute Manual (MS-4) and the VAOT Standard
APR.,
H Where utility run. traverse pubic Property or we subject
Specifications. 1990
to gov.nmenld or utility company kisdicllon, provide
B When the wmb art air temperature is below 40 degrees
WALK
depth, bedding, cover. and other requirements as set forth
imlMhert. Or h epecled to be Wong cwing. follow the
C MI.Inq Pion( Conform Ia Slate of Vermont Standards
by legally consliluled authority having p(IN110lan, but 'In
guideline, of ACI Publication 3M - 'Cold Wm1hor
NONE
��
A, cox leas Than the depth Mown In the Cmhat Document.
Concreting'
0 Obtain mal.al. from son. court. lhroughoul
I where 1renMIn1occur In e.blln9 I.— remove turf in
ego Nor
sect,ors and keep del Replace turf upon canplelion of the
04146
WckfiNing
B Fini,h'nq The su,face shall be f.,sOM .Ile a
wood -No pinviel" w,11 as permitted The edges ,hail be
ded w,IF an edger raving o maws or 1/4 rich
The surface of the sidewalk after the 1I and
reednq maces: is c Pleted, shot be fnished ..IM1 a
Oromn of o 1pe aDDro,d by the Engne it,... over the
,u, taco pmdl<I la Ine IrOnsk.se PFS erSo
-.,
le.l urinq m .Idewalk romps ,hall he i-idled m acrmdan,e
with construction cm dots:
C J with
Ian UN.s otherwise indicated on the plans or dvecled
by Cnq,new exDansan )mills shalt be aac.M every 20
4et
C xponsi,, phis riot be forme a, d,nd all app,,(e,w,es
such os monhdey utility poles and other obsl,ucl,ws
extending Into and through the del Pre -farmed pint
filler 1/4 Inch thick shall be Ill owed ,n in... of,
EYPadsion Joi,t flow of the thickness indicated shall be
inldied bel•waen concrete sd-W3 and any lied ,Iruclu,e
such as o building or bridge inq rxppns,an pint maleria
Mon mend for the fill depth of tan walk
Between the expos- pin is . the sidewalk shot be divided
al inlervo, of 5 feet by dummy pinta formed by a pinlmg
rod « .in. acceplame means as directed to provide
grooves OWO'linalely 1/8 inch wide and of least 1/3 of the
depth
When the Sidewalk o constructed next Ia o call
sim, joint malerid .Mal be placed Delwem ,deWk -it
curb far Ube depth of the sd-.Ik
D Curing During the -Ing pMod IN traffic both
pedestrian and vMiorl«. Shall be-Will,el Veli
Irnipc rat be excluded for Such additional time as the
Engineer may direct
E BockwMg' Before the concrete has been opened to
traffic. 11, ,pale an each lid. of the ,d..alk Mon t
Dacirfh.d la led required elnallon with s.Ild Ae mulerdl,
firmly compacted and neatly graded
END OF SECTION 02315
SECTION 02725 - DRAINAGE
PART 1 - GENERAL
101 SUMMARY
A Secllon Includes
1 Drainage pipe and oppurle ancn
2 D onolg. tructurse
B Related na ion.
I Sectlw 02225 - Ulllly Trenching and 6ocNfillnq
102 SUBMITTALS
A, Mmufacturer's technical data br
1 Plpe arm oppurte onm.
2 Structures
PART 2 - PRODUCTS
201 GENERAL REOUIREMENIS
A Furnish ens, 1.es reducInq lees wyee, couplMps,
Increaaws croseef. locid; . cad end -if., of the lane
type oM dpu of material IS the tondos, Or of material
having equal or pPelor physical and chemical prpelles os
acceploDle l0 1M Engineer
2.02 DRAINAGE ►IPE AND PERFORATED POPE
A If The Contract Plana do rot specify o Particular type of
pipe. at in. Contractors option, the following materials
may be used;
1. PolyNnyl Chloride pipe conforming to AS7M Specification
D3034 Or F679. (PVC) sewer pipe odd filling. SDR 35
2 Confugoled Poyelhyl. Pipe and fllthg, (smooth
inlerlor) meeting Ian rmulrenmt, of MSHTO M-294 and
M-252
203 CONCRETE STRUCTURES
A AS7M C478, stied as Indicated.
204 METAL ACCESSORIES
A Mwnd. framIIIs, IIand covert
1. Croy coal Iran. ASTM M8, as Shown m prone,
2 H2O loodlm copol,kily
PART 3 - EXECUTION
3.01 INSPECTION
A Examine the areas and condlllms woor which Norm sewer
system wank Is to M Installed and rattly the Engineer h
writing of conditions Nelrlmenld to IN Proper and Ikney
compielbn of 1M work Do not proceed who the work until
whatlefaclroy cond lm. have been carecled
1.02 GENERAL
A slow e.Ming underground utilities, which we not scheduled
far r-..d Or abandomin or. MCpnlered In in.
excavation, Il Mad Shot be eq1.uately Supported and protected
from damage Any damage to utilities Mall be report d
promptly at na pddtional .of to Ine Owner
303 PREPARATION
A, Hand Man e.covellon (where neceseary) to required
NewUms Caret peer-e.covatlms With IN molerial
B The Nap. Mill Connect
graded to mulch the grade as shown m
IT: plans Whore required. oral sections Mill be placed anal
backlolled to prevent undermining,
C Remove large slain. I other hard molter which could damage
it olnage flruclur. or Impedt cmsiftenl bockflnIng a
comDacllon
304 INSTALLATION Or PIPE
A Pie nail be ins' ailed in accordance who Section 02225 -
Unit It Trenching odd Beckoning
305 INSTALLATION OF DRAINAGE STRUCTURES
A precmt concrete ,!radar.:
1. Place precast c«xrele .Iruclures and covers as Mown on
the Contract Plans
2 whew monbar occur n pOv.mMl, eel Ip, of barrio and
vets flush with Finish fuefoce
3 Provide rubber pint gasket complying with ASTM C443
306 INSTALLATION OF STONE FILL
A Place .lone 911 a, shown an Contract Ran,
ENO OF SECTION 02725
SECTION 02921 - LANDSCAPE GRADING
PART I - GENERAL
1 DI SUMMARY
A Section mcluda<,
rwsn q, ding bi inq rough grade n as to dn,gn
ekwfmns m shown or the d,aw,ngsm
2 TpsoA Wail' snail cros'at of 7urn,mi19, blalnq and
:roping lWson w p1a<•ng spreadnq, and snapnq
IopIDN Imm sloc4 pile, or sira0e Ie05
PMT 2 -PRODUCTS
201 TOPSO t
A On -site topsoil short De natural surface lovers of soli
stripped grubGed. stockpiled odd conditgned d
neressary for use in lop,aing and w,dng operations
B Topsoil snail M loose. Ir,m1e, reaswowy file of
adml.tures of subsoil, free from refuses slumps, roots,
brush, weeds rocks. and Slane, 1 1/4 Inch in ovpall
dmmsbns TN, lapsml Shall also be I,- from any
molttld that will prevent the formation of a wdoale
seedbed w prevent seed germmoDan and plant growth It
anal contain not Its. than three (3) nor more than twenty
(20) wfenl «game molter os determined by lass-w-
gnition of own -dried aammn Drown by the Engmew Any
material which has become mixed ,In undue amount. of
wmoll during any opwrol.w at the Source « durmq plochg
« Spreading call be rejected and Snag M replaced by the
Contractor win acceptable mel.lal
C Topsail shall consist of Sandy loom, loon ar lift loon with
the fwowng maximum proportions of molerial. as determined
by slow analysis a Inspection, 30-50 sill. 0-20 clay, and
Mall be dark brown In calm when dry
D Borrow Top oil: Provide name of source Each sown of
barrow Iopmll Mal be natural Surface Sol from well
darned ores,
PART 3 - EXECUTION
3Of SUBGIUDE PREPARATION
A Clean Subgrode of On Stump. stones moll trash at other
material13 which might hinder orpe INloge or prmcill,
B AN sudden an wench topsol is to be placed Mall be
graded to a reasonably Ir-
e wr(ace and scor,fed by raking.
di"I or at her aPV.wd mean. to o minimum depth or I..
Inches berme placing topsol
303 PLACING TOPSOIL
A Minimum final depth of topsol once be 4 inches
B Place topsW when seeding operations con closely follow
spreodhg opwallMs Use lopsol In relatively dry state
C Top-n Sinn be spread cad .helped to the Imes aid ¢odes
,hown an the plans, or as directed by
the Engineer. The
depth staled In led whic cwtracl to h the lopsoll I. to be
Placed Is That rmured offer and rolling of the malwial
has later, place All ale.• rot. ad debris over 1 114
Ind, in dow ele, along with any Sodding weeds and other
uadnkoble moterld shall be removed.
D Alter Shaping and grading. m trucks and other equipment
Mao be ,cluded kola the lopedled area to prevent
s 31ve compact lan The Contractor Shall perform Such
work m required to provide a friable surface far seed
germination and plant grorlM1 prior In aeedIng.
E It Shan be the Cwlraclor'. respon.IbAlly 1. restore to
the line, grade and Surface al shored areas with approved
material aM to keep lapsored areas In acceptable condlllw
unit the mnplellon of the work
END OF SECTION 02M
WATER SUPPLY SYSTEM
PART I - GENERAL
1.01 SUMMARY
A Section Includes-
1. Pipe Material,
2 Hydrant.
3 Vdws
4 Flltl
S AN 0lhef appurenonm nsceesory to complete The wale
main Sytem os Mown an Ian Canlract Plans
1.02 SUBMITTALS
A Product Data Submit published data from mo uloclurea of
Products and accessories Specified. Indicating compliance
with requirements to the Engineer and local muacipoloy
1.03 DUALITY ASSURANCE
A Alt molNlds and the INldsolbn pr-dure Shall be In
occordonce *No the Departms,l of EnvkonmMlal
Connrvallon, Water Supply Dlvisbn and the applicable
conaNucllo, ordinances of the local mwkipallty
PART 2 - PRODUCTS
201 GENERAL
A Furni h .Its Ims, reducing lees, xy., -PIIN.'
Increasers. crashes. transitions and end cops of the some
Type and dose of material an the condull, Or of malshld
having equal Of Superior physical and chemical properties m
acceptable to the Engineer as necessary to complele the
wale ,yet".
2.02 DUCTILE RCN WATER PPE
A Pipe shell be DucHe ion Class 52 (sins as Shown m
The pions) conformng to cur -I MS/AWWA C151/A21 51
latest revhlm. Large alp. maim Will be required If
mceasary to allow wlhdromi a the required fire flow while
malnlainIng led minimum preSpre specifed in the VT Water
Supply Ruie. Chap 21, 61 I My proposed departure tram
SupplymirmumR rmChan , .hill ee justified pr by hyd'adk Malyll,
and future wow use asseeMimL and call be CONldeed Only
IIIspecal dfCUmt10MH (VT Yale Supply Rae, Chiller 21
a,4). Pun -on Jost Pipe shah be minimum thicknni
Class 52 Push -on joint ee nt accearesh
all all conform to
GDDlkable repm irepIS of ANSI/AWWA C111/A21 it
8 Pipe shop be cement mortal Ideal an the Inside In
accoidonce whh ANSI Swfflcallon A21.4 except [hat the
emM1 lining thlchness Nall nor be less than 1/8 Inch A
of., tdeonc. Of 1/3 inch .11 be permits d
C Pipe Man be Vwn w exterior pe(hoi m ospnolue cpung In
occoidpnce with ANSI AWWA C151/MST A2151
D and s -mcn (6-) Pw shoo na.e no less than (2)
orov wedges iIs011ed of earn pint 6911-,nch (8") and larger
DiDe shall have no lean Ihon in,- (3) brass wedge. ,n.tolkd vl
roan pipe plot CanducllNty bonds may nib installed In place
of wedges
E When a Pipe material is pecipcolly holed an the can
drawings The contractor/drvNaver snail not nave thee option
of utilizing any olhet pipe molerial Galvanized ppe a fllings
MIN not be used i any water system owned or mohlolned
by the CD
Relal Deportment o, Within the dielrhutlon system
of (he City of South Burlington
The CWD Retail Supennlenderl ,emws the Milan of requr q
Polyethylene pipe New mco orb cad/or dlwnale Pbe
malwxxS in
known «suspected c«ro.. son conditions
203 FITTINGS
A Ductile van fittings Moll conform to ANSI/AWWA C110/A2110.
350 PSI wahl pressure Ouclde von filings larger than
Iwelw Inches (12') shall now o standard body leegqm equal
to Class 250 Cost Iron fittings Cosl Iran Class 250
railings win be allowed In heu f ducllle ion filings
larger than twelve inch. (12') Ductilevan fillings
tall be ruled for 250 ps.k However. fiver, Ine (12")
d smdltt may be rated for 350 p a, with the use of
special gmkels. All duclse Iron compact filling, Mall
co .M, to AIMNA/ANSI C153/A21,53 ,.-dords
B Anchor lees shoo be standard medronkal loin( tees except
that the broach Is plain Class 250 call lion or Class 350
ductile Nan, cement hoed• conform" to ANSI/AWWA CI TO/
A21.10. CIII/A21.11. and C104/A21 4 Anchor tees shall be
Clow F-1217, U S Pipe 115-92 or equal.
C Mechmlcal Joint restraints Shoo be incorporated Into the
design of the fa(lowef gland and shall Include a r.tralning
mechmlm which, when Iuab0. Imports mullile wedging
action against the pipe hamslng It, reasslance as the
Pressure I�NMsn Flexlbnity of the lalnt Mot be
molnloi ed a0er build ponds shall be momfoclured of
ductile iron, and trove a minimum waking pressure of 350 ps
Twist off rub (I e, mega -lug) or equal moll be used to
re proper ac1w1Ing of the r..training it--
Conlraclors may also use approved grip Ing (or Baud)
retainer glands
D Bolls N1dl conform to ANSI Specification A21.10.
E. Pipeline couplings ,hall conform to AWWA Standards C110
and ANS A2110 Mechanical pint cwnW;ng pelces of
Proper dImNIeF shall De Instatled in occorefonce with the
onuf al I acted oc, Or recommendo t S and local anal der 0
Ine plans or the CWD Relit SuperMlmdent y
F All nitirys shot be wrapped In plastic and haw conmele
thrust blacks poured In Vioce
2.04 TAPPING SLEEVES AND VALVES
A The CYO Wholesale Department moll be rclifi d whenever o
Proposed lop ri to be mode on any CWD Ironsmh.lon main
wilhIn the gslrlcl
E Ohly approved topping companies shall be allowed to perform
will 1pa On any CND a Soule Burlington rater main,,
C. Ail ono. al.on used when topping Sth u a branch water
anion, Of
NntshoonnMkn fran ant Chomplah Woler District or South
Burlhw gtw water tranlssbn or dltrloulim pipelines
shag be specified below
2.05 TAPPING SLEEVES
Fa use m ..lelhq .,beer. cement, g,.y cast Irw, duclle
Nan Or PVC C-900 pbe.
A Topphq reeve. soon be at the plil skew design,
consinucled III
Iwo said half-seenef bulled lagtlher
Sleeves Shall be consl-t d of ductile Non, shall have
o wakirp pr.s.ure at at least 150 per, and Shah
haw m.dronkal joint end. with Md and Side gasket weds.
8 AN Yw body toppling Neeves shall in Provided won a 3 4'
NPT Ian plug, or other provlNonf must be mode fro air
lest Ian .1. and Nee. al maximum working p,.-.
Prdr o lapping
C An poll and nuts fen mechanical Write of toppling slewws
Mon be of high-strengln cost kw OF high -strength. raw -
alloy steel conforming to ANSI/AWWA Clit/A2111.
0. Air Doris fad rule for flanged )*is of lapping sieews
.hall be of hip- l go. low carbon Steel log Co ml to
ANSI/AWWA C110/A2110
E AN bolts and bills Shan be Sound. dean. and coated with a
roil-reeelant IUGkanl; tMN surfaces all be free of
objectionable protrusions that MNAd Inlafere with their
DI In the made-up mechMkd Or flanged Joint
2.04 TAPPNO VALVES
A Toppling values nds conform Is ANSI/AWWA C509 Standard
for Reslhnt-Sealed Cale Vase, fa Water and Sewage
System., except a. modified herein Valves Shall open
munteral0ckwhe and shall haw a mhlmern working Pressure
Of 150 per Wet flafges rids be Clan 125 conforming to
ANSI Specification 8161 of ANSI/AWWA C110/A21,10. and
oullet cwNclsan Shan be Slandadlied Mechanical joint
unlew, ped6ed otherwise on the droshps far the
toe of pipe rmuked fa the branch ew Intend pipeline
8 lapping wlvers over flatten Inchew (16') diameter snail be
Installed with thwr alems horizontal, ridl be equlpedrho
rolls. Ira,*. and .cropshs and than be provided ! h
bypass Wves unless otherwise Specified
C Burled lopping valves Man be provided With a Ira Inch (2')
square wrench nut and Ships! be instated With a cast Van saiw
box os rmuked to dbes w positive access to the valve operating
nut at all INnes. In Inslonalms where the depth from
grade to Ip of .1. perati g nut Ica great. Ihon 6'O'. a
vow stem rher anal be provided and hllWed sued that
the depth IF- vow stem riser nut to grade 1, from for feet
to al. leer (i -5'), (minimum length of vow Stem rim h
two feel (2')). Valw Slam tiger Kroll be of hip st"tn
.lee and of welded constructi n
D AN control (or oh..) Who apply to Chomplah Wo.
District fa wale One tapping permits shall Submit complete
spKlfkallans of The topping motaid they Intend to use
of The time the lopping Permit opok-anon Is sumnilted w
8 1/2- . It' shop dawhg s,M,
E AN bolls and nuts used who ON pipe Steven sl now
fled (Wen" and [ending. be brush cooled hourly wlh
blhwrostk coro d-opplied material to tnuughly cover`
over M
exposed sir laces of the bola and nuts
2.07 GATE VALVES-RESLIENT SEAT
A Vd- shall be 7.fa lured to meet .1 realm Nn<nh pf
AWWA Spec b lion ai, i Volvos Ilea a -Ine at 0 per
and
Smallw Mon oil bubae light. zwo leakage of 200 pn
working pressure Valves soon nave n n-r hog slums open
ounler tdockdui and Drcast o two net (end :quart
oDwaing nut with or cost n the meld indicating directian
of opMnq Each calve shall hove oral, ors name pressure
r sing are ye« M rwhichn m nufoclured rnst on the body rmr In ,npmml learn hefactoryra"ry earn caw anal x
tested by nydrmtolrc Drexwft toad to twice Ine ,Penned
w king pressure Cale valves Shall se MUNIer. Dresser,
Kennedy. or oOProved equal
B Buried valves shall he intoned with a gale vasw Mx
C Cote calves Mv11 normolly be o Dioced of fwe hundred
foul .w. spoil in inlesedbns anal xhave a mminum of
Inree (3) gate calves Cross :Koons (fora way mlwml+ons)
ahtll have is mniml.n of lour (<) wlvee
D The CND Relal Supwlnterdli may require al balls, studs
and Mils be made kom a corrosion resslanl-maferlol wch
a, law -zinc, nickel-coppw aloy Or Stainless Neel ,n known
or suspected c«roilw son conditions
2.0E VALVE BOXES
A Valve boxes Mall be of the three-piece Cast Iran slide -type
wain is I,4- nakk ,000 diameter of flee cad one quariw
Inch,. (5 1/4') and a six fool (6') Irmch depth Valve box.
,hall not Iransler loads onto Ine valve
8 Vdve box. shall now a call von cover. marked "WATER'
TM born shall be der if of ilh ca the Iof the cover Ault,
with the lop of the box rch
2.13 BACKFLOW PREViNRON DEVICES
A No water service connector, Shah be approved ar mdnlaIned by
(he Cl Retail Department, The City of South Buffington « the
Y11ogqa of Jericho unless the ale Supply Is Prate led m
rmu6ed by Stole laws, r.g lallms and ordinmtt, The type of
pr.te l e device Mall depend on the degree of hazard that
ensls. In general, bockflo, devices designed to protect potable
water supplies In accordance with national dumbhg codes for
non -health hamnd lama connections and cwllnuous pressure
applications shop be used, Le. Watts Series ON w approved
equal Wells Serlm 709 Double Check Vol, Assem0ly Or
approved equal Mdl be instoNed an all spridder systems. A
Shop drawing del Pil assembly Mowing Mcktow devices and
meter placements shoo be required by the CND Real
SupNMlendenl
2.15 PIPE SEOCNC
A Water ones Shan be lad and mointalned on lines and gratin
established by The pions for the project. Poilllne Ireixhes shall
be elcowled to the wldh and depths Mown an the plan tpledI
Pipeline Trenches In winch pipe isto be rod directly on the trench
bottom slide nor be excavated MINKyy by mpdunery, M1 snap De
fin excavated Dy hand loos sued Inat Ian Irmch shall now 0
bottom ehoped to arop«I the pbe throughout it, enlwe length
by hen and unlgsturbed malNld. Pipeline trenches, tar whictl
heading Is iequked. ma be eacovoled to the required depths
using n Oenlriwy Na p�pe shot be lad directly an ledge, had
,hose or a wry compact gbcl0 led. When on unstable Irmch
bottom Is encountered Md Ian CWD RNatl Supsh t.rdent
delerminee that It cartnal sup, i the plow, odmuaIVY. adm
dMo shag
ldepth dl be excavated Iva rNMed to Me piinvert
won approved material It the expense. PW.e
trenches Shan be dry during the layyiIng of ppe. Wood Supports
under pipe shun be removed prig to baoon Pipeline
Installation protedir. can be found In AWWA Standad C600.
B Bedding ma1Mo that consist of awned or natural Nane
Cwfamill to ASTM D2321.
Sew Percent Passing
1" Screen too 2
3/4- Screen 100 1
1/7 t0 - 100 x
3/8' SC(M 40 - 70 x
No 4 Solve 0 - 15 i
C Small and blolket material Mall be Class l mal.lo (ASTM
D2321) carding of dean. gwlda Malera (hand). Parlil. size
fonts de -howl an Idom
Slew Percent Planing
No. I 100 I
No 100 30 R
No. 200 12 S
2.16 PIPELINE INSULATION
A Approved sol.tm w1h Ion than five feel (5) of cover over
the crown. loot close a storm smer, or, where Ir tcoted an the
Dion.Shot be protected against (resting by the Mwlaselbn or
i four n; (4-) thick highest awlobie density eArudml
polyslyr- esfatMq sherel. Or wqulaltal. Sheer, Mill be Ile.
rotor weh Of the wench, fa a tpkd four fpl (4') Ire". The
sheet what be placed six hones (61 ,bow the sown after
Dlacemtnl of four to fix hchas (4' - D') of dean mrdfum or
eve we men below me ppe billions and four to Six Inches (4" -
6') dbvve the croon Joint, Mot be ov Owped So the. Is no
yqap that will allow hest to pMetrate Caw Mall bat execlwd
OurM9 badfll and compaction over the DolySlyrem Meee to
theeenl damage to the Mora 7M nt, a <Me :hors Soon-71 meet
the cornprMmsNe strength requiremML of ASTM D1621-73.
In no cones shall the walMin. haw Iona than four feel (41 of
cover pier the top of the pipe
2.17 POLYETHYLENE PPE ENCASEMENT
A. Polyethylene pipe encasement may be required in arras of
mrosho sons and Moll conform to torrent ANS/AWWA
CIOS/A21.5 Specifications. MhImum maleria requirement, far
Ian pdyelhyleN film Shall be No density,, (rose twiba.d virgin
Polyethylene 4 me fim. The React Superhlerdenl
reserves the right to specify Polyethylene pie. C-900. In areas of
carroNw walls
B The p«yetnyy bencasement ran prevent contact between the
pipe « MlFtgi and the Ourrouadhg backlog and bedding ancient
and shot[ be hslalkd as oulllned In Section 41 of the pone
ANSI/AWWA flondord
2.21 CONCRETE FOR THRUST BLOCKS
A Cmncre(e Shut be Portland Cement concrete of 2.500 psi
mMInsm 28 day compressive strength ASTM C-94
spedArolon fa transit mixed concree Mall control IN concrete
Wally A modnum water cement Folio of 6 gal per sack
add , mmlmum stamp of four Inches (4') wb be allowed
2.22 INSTALLATION
A Cont oltas $hall notify the CWD Retail Superintendent and DW
Safe to least sewn days prior to any work on the was sy1(em
8 Skilled waken eaperier,eed In such work Man Inside ON Item,
logs $hal be adequate far The warn and In good condolon So all
la produce good. clean cut threads of the oarKl size pock add
bibs..
C lnsl all0ton of all water Inn Mtll be n accordance wfln the
blest vwNor of AWWA C600
D Correction to an ex, In .at. man Shall be done under Ine
supnvhlon of and WHIN the approveit of the CIND Retail
Superintendent It IS the opplicanl's, developers. or oM of
records reporsblllly to ,Kure ALL nK..ory can ecl,on
permlls and pay ALL applicable fees to make the camecllon.
and to coardb.lt IN -if. Invdved in Ine a,-. TM
engineer and the CND Relall Superinlendenl rill be notified at
1-1 two waking days In advance of the Mended c=1-
Imo No x,S in vanes, hydrae ls, curb slops, elc swe be
opttaled wdhoul prior approval of the CWD Relay
SuperMlerndml The CND Recall Deportment shall twove all
wives inaiiaNy to en a the Inlegnly a The valw The CWD
Retail peparlmml may then Blow the contractor to Operate
(hose vows My damage occurring atN the use of my valve
operated by the contractor Man be the contractor's
respon.bthly
F Coe Mon be taken to prevent damage to vd,s and other
apuriendnces during handling odd Inslonollon AN materials
snow be Corefully inspected for defects in rorNmor 1p and
molellals, ao III and foreign molter cleaned out of vow
opm, etc, all opwolinq mechonisms operated to check their
proper' rictiming, and all other nuts and bolls checked for
11¢ilness. Valves wit other equlpmml, which do Fiat overall
emly, or ore othwivhe detective, shall be replaced. An calves
Moll be carefully meorporaled Into The water main and supported
n their respective po,llions free from all di tortion oha
Vows and vow poxes shill be set plumb, Vow Man,, ties Desd.
being . showing
shun Oc centered eueefe over the wlwi
F An pipes Scowdg mocks Mall be onm e. 11 and
attar r he
pipe. the cantracla onoy. at his own expenx and oRsh approval of The CWD Retal Superintendent, cut off crocked Patal o
point of least twelve ch. inLion from the visble limits
Nuse at the
ark and uthe ,ound pal the pipe
G AN water moine Man how no less than a. feel (8') of cover
urdess warned by the CWD Retail Superli lMdml, The pipe
shag be laid to conform 10 the Imes and groan Indicated an the
drawings a glen by the Engineer. Each pipe sell be told so as
1a farm a close, )son with the next odpIning pbe and to brinyy The
Inverts continuously to the required grade. In no cases shah led
m(alin. how less Ihm four feel (4) of cover over the top of
Ine pipe.
H Temporary Mt. adegmte protection. and molnlenance of oil
under¢ound structures, drorna. sewers and olnw malfuNbnS
encountered in the progress of the waft, shall be provided at all
limn If UTT, Serve, Is Interrupted as a result of work for the
Project. the conlroclor Shah Mmedblely restore mvke by
repairing the damaged utility at The contractor's expense
1 AT of 11M.S, when pipe laying Is not actually In progress, the
open ends a( the pipe :hat be closed
by leparory Nalerlight
pips by by other approved mean If water IS In the Irmch
when work Is resumed. the plug shill not be removed will oil
danger of water eniving the pie has passed During
conrtroNlan. the contractor Shall conduct operations So as to
prCVNrI the acmxnulolbn of water, ice. and Snow In the vicinity
of excavations or In the vicinity of excavated areas, and to
prevent wales from InlerfMng who the prmresS and quality of
the work.
I Under n0 congUons of water be allowed to rive In open
Irencne, offer pipe has been lad
K. Accumulated woler. Ice, and Mow snap Dc promptly removed
and disposed of by pumping or .In. oppfowd mews. DNf.ed,
Shah be larked oil to o mmmer that so not create a hmord to
public health, nil cause Injury to public or private properly,
work cmnpI:m ar In progrees. or public streets. Disposal shall
not pUSe env MleferMce In the use o1 Strolls cad roadf by the
public. Pbes under conslrmUan shall bar be used far drainage
of eKavalions
L Any d.Aecllw of Joint. In pia. up to IwNw-Inch (12') diameter
shw be within the "is Specified by the mwufacturer. but not
to exceed five degrees or nineteen Inches (19') per elghle" feet
(18e) of pipe length.
M. Conarer. thrust blocks Shalt be hflwed w ON hydronle, plugs,
tees, add bind. detecting 11 1/4 degrees OF mare. Concrete
Ihrvst blocks ehae be uard In cwUrlclbn wllh 'Mega -Lug
Mrdnim; Viands a muivaMt. Cue shill be 10e. to Maine
1W concrete wll not tarn, into contact will flortges )Dints. Of
bolls. The required pro of thrust blocks Mall be Mdkaled w
plan 1plcals and approved by the CWD Retail Supliend"l,
Concrete hall be paced agansl undisturbed eall. Wooded sale
farms or equal shoe be provided fa 1hms1 blocks. No
thocMingy shot be allowed will conefetre mmwry has set
sWlkently. While directed by the CWD Relol SuperkilMdenl
or Mgheer, concrete Mee,shmml of the walMM " be made
far slraom crossings and sbnlorppuurrposers Who. rnigded w
Ian prom a oil dkMed by the Ce Relool Superhlendeal a
"alik"r, a cwaale cladk Shag bat used to bolster and
IlrmglnM the pbe. TM CND 1I Superintendent a his
daslgn. thdl Inspect ON thrust docks prior to backflNhg
N AN trenching Safely standards Nldl be In conformance with all
opplkade Skate and Federal gudeenes The tmlraN« shoe be
in rely F:". for my la illy cNollmt by Star. a Federal
0 There shah be no Physical comecllon between the dhlrWllon
,yet" and wy viols amps, hydonls, a IariMt that a.
supplied cash wales Iha�ls a may be, conlamMoled
P. Su necessary. remporay PVC markets shall be supplied o1 all
gall vclvM curb Duxes, and of the end of ruler Iles to a
mininwrn, of tel. Inches (12') ,bow nowt grade .11
accepted by tan CND R.1.. S isernt"dMl
0 All surplus maleria and dell Mill be rsmswd an the pro)ecl
progressive, leaving all arms item and presentable
R Unless other lie in, Iced, all Dovhq Oed Sldewdks lhal may he
domdged dmMq tmslr11Cllou o be replaced calls the some
fend of material that previously 0 exbe r
S. The contractor
, and
oper be responsible for proper protection of
pe.Marm properly an the project. The ring ONpa nail
Darkode pan hotel and ht. w ens act Prop rt part a the
work, wtl past w«nMq Ilgnb w adjacent properly to Or win
pudic oerns
T Waring lights Mal be operated owing hours from dusk to down
and o, o herw,e rmuMed.
U The contractor shall prolrN structures, utootes, adewons.
pay.nMls and in. faciNlha kola damage caned by
selllernefl. lateral movement, washout, am other by
eh
crealee DY construNlan peratlanf
V No wale area shag be installed ONw November 15 or before
Alert I Without prior approval of the CWD Retool
SupelntMOMt. The CWO RNdI Supermt dM1 may rMrict
work before November 15 and after April I during odwfee
weather cMglbns The CWD Retail Department
Supehlendenl may not wow *=ting tar wale morns diming
the welsh mil except by SOKIaI permlasiOn in emergouka
2.27 BACKFlWNG
A Trenches shall be backfaed to s,mgrode wAn, wnerew, passible,
material euovated from the trench and soar oil done only after
the aPProvd of the Relit SupwntermeM Malerxd to,
backflling hall be free or roots Slumps old frost BacNfnl shill
not be placed on It— moler,d Materials used for backlit-9
Fmches shag be free of stones weighng more loon thirty (30)
pounds No :lanes measuring aver three nches (3) m the
bngesl dimmsmn shall be placed withn we root (1') of the
=ll being bockfsled Stones found m the trench shall M
f the fen I depth a at least la echo (fi) below the Mltom
of the pipe re general, uX of blasted rock as french backfil w71
not be permuted
B Backlill material shall be lumped in layers o,ound ins pipe to a
Buff t4wt height abbw the pipe to adequalNy support and
protect the pipe Bockni for pipetmn shall be placed in IwNne
Inch (17) Its. eon III Deng campoc(d 10 1 less in. 95% of
maximum dry density as determined by Ine AASHTO-1-99
SlanOord Proctor If conditions worhari Ine backnlling of
trenches may be dare with mKnanxal equipment Portkular
precautions shall be lakm ,n the plocement and compaction of
the bacl metwlal M der n 1 to domoge the pipe, pie
c finq or slrvclure The back rill hall be brouyhl up ,illy
Mwnd wlw bosh, Ine bockltl snot be lan , to a dhlance pf
roar reel Ul On all saes or m< boi or to the undsTarbed wench
face. H less than four feel (4') Bock hNnq in all pudic roadways
shall be so compacted m to I— no de ue3s,an in the road
AddNlanol bockNl requirements may apply within Stole Hlghwoy
Night -of -Ways AN pudic rood surface shill be restated la a
condll, of least equal 10 that whin ealfled prkr la the start of
rirucllan Precautions soon be token against undue damage
to existing surface malMals
C No compacting shill be done when Ian molwlo II too wet to be
comporcled papery AT ouch Imo The work Shan be Suspended
until the previouwly placed and new materials have dried Out
,ullicienlly to permll prow "Impaction. or ch other
prKaullm, or: taken be may be nK.Sary to a0laM Proper
compaction
0 Surplus ex led mo(uaI3 :call be disposed of In a Satisfactory
monnw Surplus molerial Or spot shun be removed Promptly
and disposed of So as not la be ob)MUOnwie to obu0er, or me
general public
E Trenches that have been propwly backfired. enclosed or
covered Defoe Im
Inspection of Iitl'eg, and purls shall 0< reopened
and re-backflled at the cwi,oc(oi s expense
2.24 WATER/SEWER SEPARATION
A Water moss craning sewers shaN be lad la provide Mnknum
se man
distance eighteen hers (78") between the issloe of
the
Ine caumM and the outside of (he sewer line This snow be
the case where the woter main ,s either above I boo, the
sewer At crossings, we fun length of pie shall be located w
Dols Joints call M as for fromIne sewer as possible This
vertical Mrlical Seporatdmaintained be mahtalned II or11 toot Dan 01 the
wall ,,in totaled within Ion feel (10') haocntdly of my sewer
It crosses Water molls must be lad at least five feel (5')
hadionlaey from ony ed,linq or proposes ,form ,ewer and ten
reel (10') from y anexisting a linq proposed sonilcry xrer
B Whin it Isinany xito obtain proposed and vertical Separation
n new InstaNalbne. bah Ile. caste main and sweer main shall
be constructed of waterworks material who mIerllght Jalnh and
shill be pressure tested before Dackfill A PVC sleeve may be
required Tar we or both mobs In addhbn to the aplerwarki
matelot Linn may abo be mcosed M concrete an required by
the Relay Sdpwhlendenl. No water main shot pass Ihroudjl «
came in contact with any pal of a new manhole.
C Dlstrihut(w Ones Shad not be placed clo w than fifty feet (50')
horizontal distance Iron my septic 1wk or reach tied unless
approved by the VT Wale Supply Pull, Provisions under
Chapter 21.86,4 or, the CND Relay Superintendent.
D. Face main crossing Mal be arranged so that at
least we fun
IMgih of sewer pie Is centered above a blow led water line.
cash led wswet )tints as for as pmsble from the water joins.
The new force motif the Shot be constructed to water male
Stanford, for a mhinwxn of twenty feet (20') on either Side of the
cressinq The tion constructed to water main standards that
be pressure tested to maintain 50 pill fa fifteen (15) pplot
without Nakage prior to backfiring. i ul lonSe N b Iha1 proper
cover cennot be provided, proper insulation shill W Mslaned.
E Sell and wolerllne sparollm halt conform to ill VT III
Supply Rule rrquiremenls. and hslwNl M accodonce with the
blest w100m of the 'TM Star. SlondorA - Recmnnvend d
Stm7dad. fro water.'
2.29 TESTTNO AND OISENISECTION
A AN water mops that be conslrvcled. tested and disinfect
In
accordance with AWWA Standards C-600. C-601, C-900 and
The Vermont Water Supply Rule Mlnlmum terfir, preeswe
Shall be 1.5 Ihon Ian =,q prnKKe of the of Idled line a
200 per, whlchevet h greater, and we ee raord ed r the
lowest elevation kt the "In of the pipeline being I,.led.
Maxirnum allowable leakage Set be
Lw SDP)-1
133.200 as outlined In AWWA Standard.
Where:
L otosrable leakage. In gdlone per hour
S w IMglh of pipe toned, to feel
0 narininal diameter of the pie, In Inches
P = average lest Pressure during the leakage test. in pounds
per square inch (gauge).
1. Teelin¢ AN Ian, snob be conducted by and at Ine Kpww
of Ine Cwfraclar The Cngl ee rU glw dlrKllw
pertaining to the feel method, and ahserve the held-Inling
2. Hydrmkak 1M of Pipeline The poelhe, including hydrant
Ipleros. Mall be tested in accordance rhh AWWA Standard
e-600-87 section 4
3 Disinfection; DhhfKlen of The plpegne shot be directed
b Ine Englneer an0 at the Contractors lap.- AWWA
S�andard C-651 Mob be used an a basis fa the disinfection
Proms
B Engi
neer a The eCWD Reran Superintendent wan requke m
law ngi
1 Cs othi. s flushingis of Ian have
accumulated
to wash out ON diL
dents, etc. whin may raw omumuioted In Ian pipeline
during conslruclbn A reducing ogenl logo be used at the
Point of R.ShI7 to elNninoe the kee cdarine residual W
the direction Of he CW0 Retail SupMnlMdenf.
2. rooming flushing to dew clear water. the Contractor will
odd chldlne to the Mtire poll .alum. of wolsr wch that
the water will haw nor less than 25 m9A free chlorine and
let the mixture Net for el least 24 hours.
3 Aft. the 24-hair duration, the wale In the poNIM still be
tested fa rMild-I free chlorine and must cmloln a minimum
of 10 mqq/t ellalm If fen Iran 10 mmgg/l a e round, in -
Ian OlsinfKllan pracedude Mail oil rpealed urs ar lead 10
mgA chlorine residua 1, indicated by fa
SITE ENGINEER:
A
Grtl ENWNF111NG ASSOCIATES. INC.
PO BW(06 MA(PINE VT O5M
emw,am rA1t fiLlmele•tllf x,.Q x .o�vtar
conuexa sensu,o
DMwN
CJG
cxccxm
JLM
Arrlmvm
SAV
OWNER
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLI NGTON, VT
PROJECT:
FBO AVCENTER
HANGER
RECONSTRUCTION
BURLINGTON
INTERNATIONAL
AIRPORT
mvism
SITE
SPECIFICATIONS
VATL DMWIKO mom=
APR., 2004
WALK
NONE C 9
Inal. er0
041Q
A Upon %"Enful completlon of step 3 move, the pi"no
Shot be flashed again until the Mlorme conceatrahan o the
pipeline .s norhlgner than that prevailing in the supply
m nd systedog agent snail be ..so to the free
chlorine rniduol m the flushing process per [he dlreclim of
le ine Cw0 Retail Supermndent
C Alta final flushing and before the new water morn is connected
to the dist,bullon system, two mn -"- ..to of acceptable
sampler laken at least 24 hpn ap*,I. rid! be collected from the
bliv man. d submhied to the Vermont Heath Oparlmenl for
.notysls AI lops) one set of samples shot be collected from
ev y 1.200 IN1 of IM new Soler main, plus one set from the
end o1 the The and of leas! one set from each branch AN
.«pees foal Show lbe absence of co form organisms and, It
rag bed, the presence of a chlorine residual (AWWA C651-99)
if IM Initld dlshfecllon fols to produce sample which pass the
VSHD Equiremeol, for polable drinking water, 1hm w ins new
main shill be reflushed and shall be rmmped unit s tiofaclory
lest recalls we obtained
0 Up. atisf.dory fesulla by the Vermont Slate Health
p Department. In* pipeline may be ocN in Service All costs for
wain, moleridaequipment and lobo, to perform the reaulred
testing disinfection, and Rushing of the pipeline Shill be paid by
the Contractor.
2.26 SUBMITTAL OF TEST RESULTS
A The Applicant or Project Engineer shall be repansba for
submittal of lest Suits to Ine CW9 RelaN Superintendent The
AAppgqlcon! a Project Engneer Shah also provide o letter to the
CWD Relul Sktperinlendent certifying that the water system has
Dosed all es 3, Is conslructed In accordance with the appowd
plan,except ai may have been madifled by
apyproved Change
Order. and Is In condition to be placed In service
9.30 FINAL INSPECTION
A For me year from the dole the net lysern Is paced Into service,
For
applcml's it.; r/conlrOcla well be respanable far any
necessary repays or corrections as pal of Ibe project warranty.
At IM end of a one -nor Period, an Inspection will be performed
by the CWO Ratak Deportmenl prior to the system owner
Paoumhg ownership of any of Ine Ilan and appurtenance, The
contract'
shall carrecl my Dun. Oil Items occumulaled during
the Inspection offer receipt of this flit Incomplete work on the
system shall not De Included In the Initial Inspection, but Shall be
inspected as the project continues The conlrocla shall repair,
replace , « releat promPtry a dlrecled by the CWD Retail
SuDNInlendent and withal further charges. all work equipment.
morioa Or pate, whin may fail during the are, year woronly
pwlod,
B. A find walk-through Inspection shall be conducted by the CWD
Relal Department prior to the water figlem being accepted for
ownership by the system owner. This pecllon Shall Include
but not be limited to
I Wves, hydrants, and curb alp, operating properly
2 Vdve box" and coven Net plumb and at
prop. I.v ll-.
3 Proper hy*wi nozsN height above grade.
4 Proper hydrant opening direction, razzle thread, and barrel
Col..
5. Proper datance from the face of the curb of hydrant
norzles.
N, Slatlo and residual hydrant preSures and Row rain.
7. Curb boo. Inside ROW Net to grade, containing operating
Sad, and numb.
O. Tie Mormatlon and record aoshgs compiet. pod
submkled
9. Material testing results, lob reperla, mmufplurele
Certificates, and leakage lest result. complete Md an fle.
to. General appearance OMO reetaatbn.
It. Subndtld st Aw-Butle h Shad copy formal aM Aulo-
CAD.DWID Version 14 formal a Mrer.
2.31 GENERAL INFORMATION
A AN person. taking crater mull keep the fixture and fervk'e pipe
Ithin thek own premises In goad repok and fully polMed
from frail, and mot prevent unn•tsssory N*koge of water. The
CWD Man Department shin nor De Menlo fOr aoNoge Of
hydfwiL Pipes a Return upon Ih• psmiwn Of my Cariflirner,
na ipi aystruclbns therein bye frNzloq a Chat
nor far
damolet resulting from airy o+ the forgoing carwai AN looks
that ore an the buldkp Rids of IN curb stop rW be the Oy W s
ropmelblily and repaired at the owner i expense.
B. Wailer rain shalt be edlacted for M water used ontl the water I.
shut off at the cull sip OY lM CWD Re1M Depart
No
abol.mmt of viler. w be allowed by raosan of disuse,
diminished use. or vacancy of pr•roan Without proper Moil" to
the CWD Ratak SoverkH•ndenl.
C. Th. CWD Retpl Department Or ■yelom owner rich not be liable
for anY Injury, Ine a dory g. of Matoow nature "cadm.d by
the to (a to maintain o constant Or uniform p rropme In In.
water mane, or for damages occasioned by or growing %t of a
■lappog. of Il.Old water by /net or Other cause, w for Nornager
Occasioned by a p.w[Rq •.1 0/ an Inulfk1enl Puppy of IM
same, a far KciNanI se damage of On kind couted by er
giering out of the
." a fable of Said water.
D. No perem Vial OW any hydrmt or draw water there from
except Ili. CWD metal Department pefwfw or Prows ur4or
that, direction, a the of ows or distillate of IM munkbel fire
deportment and m noti of the fire canpara. Under their
dNecllon far Ins purposes, a those IndMduds who haw been
pprrinted approval m a hydrant use application by the CWD
p.1.1 Dpartmnt. N which oo.e. M such ueoge .noR be
rnNered. Th. for waulhahed use of my hydrant Or
caneclkp may be Incurred. according to the Rules and
Rogu.tlens of the CWO Retch Department. In. South
Burlington Wafer Department. and the Village of Jericho.
E. One curb slop and we water meter shall be Installed for Non
Individual d%"&Jy unll, Candarwinlum mil, apartment mill
commNapl or atRce occupancy Exception. ropy be permitted
In cafes Where o condominlum anMatWn eight a binding
OgreM.enl 10 be reeppoonnBible for M ptteCllon Of water Dole. In
coast where amdominium. a. converted Into separate
palmnlR mparatS "rip Btops and water meters Mall be
halMed for each mlt. CWD RNoN Dpadhowl employees mall foola,water meter Under no ct,CYTSlances we IN or. «
prows other lhm those authorized by the CWD Ratak
Department permitted to turn water On Or off at Ihe Curb ,lop.
The wolN wink not In my Instance be turned on to my promise
for use will the CONE) Retch Daiorlrnenl has Suitably climbed a
meter
F. The owner of the preonlses shad be respori,gNr for OR water
pay, ..I.. A than:. of tenable ar permits. win eel SIN- the
own" ham payment of a back loll.
2.02 FIRE HYDRANTS AND HYDRANT MANCHE$
A. Fite hydmt. rill be Mu.lar Super Centurion 250. Figure
A-42 Kennedy K-61 D. a Walerous Pacer and ,hag conform
to AWWA C502 With the following specifications.
I, Main V.I. Opening 5 1/4 Inch.
2 Nozzle Arrangement: TWO 2 1/2 Inch Mote Nozeiee with
Nalfonal Standard Thread (MST)
3 One 4 1/2 Inch Pumper Nozzle with National Standard
Thread (NST)
4. Inlet Connection: 6 Inch Mechanka Joint. "Mono -Lug' w
equll.1-1 retaining gland and coast. thrul block
5 Operating Nut: Standard 7 I/2 Inch Pentogm
6 Direction of Opaning Counterclockwise
7 Depth of Bury SI.-foal cover The hydrant !hall have at
least 15 Inches and n e Ivan 21 Inches between the
Dot lam of the steamer Cop oM the yy and
B Dralo The hydrant shall be non- drain h9 or halt the drains
permanently plugged.
enme9 Color Red a 1
10 Other. Hydanls shall be compression type dosing with the
Pressure Hose and pumper nozzleg moll be 1/4 turn type
cured by llpinleai Steel Or cor-lon lellstwit pin! or
screws. Pressure seals behind the nozzle Ranges Shall be
rings. A beokable coupling retained in place by
slolalesf steel a corrpsim resistant pins shot toke the
union Mlween the upper and lower stems. The two-plece
it,
Inc no nge anon De heltl In place by nuts and bolls The
upper barrel shall be able to ro101e 360 degees without
ling any half, Hydrant Rog, shall be required and
Supplied For each hydrml Wherever a Iroffic hazprd
-PP- to coral, curbing arch/or bollards shall Protect the
hydrant
B. For single -fork y house aubdl.11ons. titer. will be at least o
hydon1 o1 each Inter,eclion and a aalmum of five hundred Feet
(500') be[.... hydrant. .]in a mbllmum water if.. of 500
gullets per minute (gpm) at the Sow, hydrant with a 20-p9l
r eoldual presmua at the residual hydrant. Hydrants should be
located kmmediately adjacent to etfml Properly ,loos A 20' , 20'
ecownml will be required around all hydrants, No structures or
Painting, we to be placed within a 20' , 20' sea of any hydrant
Where
C dood-eel mamaOccur. that, .hall be Provided with a Ore
hydrant If flow and Press -meet minlmum reaulrements. If
flows and prnsur• are not I.
than m approved flushing
hydra+l blow off shall be d Iva fluWing Durpaiai.
Mating devices should be sizeprovide flows Whichgive . velocity or at least 2. 5feet persecond In the waiter main
Ming flushed. The pen End of a blOW off mull be capped and
terminate at I ... l lghteen inches (16") Do" grade.
D When set In lawn pace between the curb and .Nowak, no
portion of the hydrml Or nozzle cap will be lest than one fell all
the gutter face of the curb Oredge of the .Idewaik, Hydrant,
,hall be o minimum of rout feet (4') and o moilon., of alai feet
(6') from the edge of the sld.wdk to the dosHt point On the
nydrmt when placed behind the sidewalk. In the absence of a
Curb Or sidewalk, no hydrant shift be placed marq than ei, feet
((l from the edge of pavement Hydrants Shall be located N as
to provide complete accoaibARy and minimize the possibility of
damage from whecees Or Injury to pedestrian,.
2.10 HYDRANT ASSEMBLIES
A. Hydrant assemblies shall a 11t of on anon" fee. a al. Inch (6")
mecnarkPl phi gale wive conforming to the " "
specification,. the ppprp,l t. length of ter Inch (0') Ductile Iran
Cement Lined. Class 52 Pipe, ON ece sow u,chpi couplings end
approved reolydning gland.. the Ore hydrant and appropriate
Ihrusl block,
B Care Noll be taken to prevent danh.ge l0 hydrants and
appurtenance* during handling aM Installation. NI materials
shell lot tarfI= lnpetl•d for defect, to woknowisho ono
materlals: all tlrbra and fob
fir malerld Neared out of the
hydrant DOI; all apNoting mfchmlamt operated to check their
proper functioning, and all nuts and Dolls checked for tightness.
AN Mydtable shall be C'Er'" hc"Po'.11
d In the water main ontl
Supported In (bait repeclive po position, fret from distortion and
.train Hinrmla snag be Sst plumb. All hydrants shall be
oriented to nand efficiently Mow fire truck access and
connection for •mergenay purpoess. They shin be Installed
away from the no If.. at fufflcknt distance to ovoid damage
from Or It vehicles Traffic modal hydrants shall be InalMed ao
the breakaway innye 11 not We than two inches (2'). nor topic
then six Inches (6') move the nlaelahed prods, according to
immufaclurer rocamemandatlons. Hydrant locations we now,
to the pprovol of the CWD RNM Superintendent and the
appropriate rounbbdltyt It,, doportmant. Inatalletc, fpi fit.
hydrants cols be found In AWWA Slandad C000.
2.12 SERVICE COIECTIMS
A. Service point once be hatolled so ai to rub perpondkvlor, in a
straight Me from the water mein to the curb Np
B. Each Service shall contest of O capaatlon, curb stop, copper
tubing and a curb box with IS win kan a Nahlare sleet -tc.
rod. Service lines from Ihrsp-quarter to Ewe Inch (3/4' to 26)
shall be copper tubing fran the corporation stop Is the orb
Nep. Copper tubing Shin be type K'. pin lomper, conTaming
to ASTM BOB. The Rome er trademark of the manufacturer and
I" tom be slompod at refill Inlarvalf along the pot. Copper
Service pipe snail be one ple.cfrom the cceppiatln to the curb
Stop. M minknum SeMce far a winge-famlly raiMlnce Shall be Uroo-querter Inch (3/4'). The minimum Service fin a duplex
shall be ohe Inch (I").
C. Corporations shin be Waterworks Bross and manufactured In
accordance With AWWA CBDO. Corporation shin haw
Muskat threads, adopted N AWWA Fiy re 1, at the Inlet and a
compression Ine fitting at the wile!. Both Inch and outlet shall
be the aims, Nz•. Throo-quarter nch and are -Inch corperOtone
shall be dk•NIyy sapped Inlet due1N• kan Poo ebl Nehee (6-) and
br9N M dlomster. Lpigr ,h• corDOrallanS w to two Inert.
an .Iwll a.e o (appn� Nddl•. Pb. iais the .Iva IncnN (6')
Man r.qukr 1nr uN o • Ipp[Rg Ndd..nil carparotfan.
Corporations shall be used for M tops up to two Inch (2"). In
no Instance, pxc p1 hw a lapping et.eand valve ore used,
Shall a ton b. road•WwithN1 a corporation. Corpora Io s shin M
Murew H-15006 (3/4" - 11 or Miles., H 15013 (1 1/2" - 2')
A connection mod@ to a pipe that requital a topping spdem or I.
not ductile Ion we Maw a body with a sultaWe outlet, sec, and
sritablt maim. fa allochmnl I. the main. The body shin be
made 1. conform fo the -lot" Carl urolbn Of the meth. The
Service sadd• shall be designed to Provid. a drip tight
connection. The body shill be Tollan or Epoxy tolled with
.I.W.9 .1" Nlop(f), ball% auto. and toer. tchIlm fa attaching
to the pipe barrel
D. Curb stops Vide be a quarter Sum plug type Volvo with m o-rbhg
type ..al antl am,fOclured Of W.Iwwpik. Bras. In -d-
with AWWA C000. The curb otop shin opm left, have a
posit;. slop, and be of the lee design Or flat design. NO curb
sip shin Maw the aiNity le drain the servk. M.. Both in* [Rail
and Cutlet of Ine curb .lop .hall new comparison tone fillings
The too head of Ine curb ,top Shin Move the provislan far the
correction of a service rod. Curb slope ViM be MuNar B
25209. The curb stop shin r. I on a four Ind- by sight kWh by
.W.m-Inch (4' . B' x 16') col` le black fa Support. Curb
.tape Shin be Installed Just Insfdo linemUnkcoolity R.0 ON,
C Curb be NO Shall be of aiding adjustable We capable of
adpet Mg Iran flw feet to six fin (5' - 67 The base of IM Cox
shall be OrCh type NO DO 10 prevent the box from r,NIng On !he
Stop. St. the 010slabet upper wall Mall De an* hen (I")
diameter fa use whh 3/4" and I" curb slops. For longer curb
.lops, the upper seelkn hall be 1 1/4' In discover. Slatbnary
rod. affixed to the key of the curb stop with a brass ph shin be
thirty Inches (30') In length to 3/4' Md 1" curb flops nd
twenty-four Inches (24) fail
a lags Curb .tape. Curb box rod.
may be call Iran a Stainless Most. a. determined by the CWD
RetailSuperintendent. The ward'WATER" shin be IaaiDad
On the covet of ant b0.. TM Covwr or the box min Maw
SECTION 02730 - SANITARY SEWER SYSTEMS
PART 1 - GENERAL
1.01 SUMMARY
A SE teir, mdudee.
I aowty Sewer Pipe
2 Manhole Structures and Appurtenances
B Related Sections
1, Section 02225 - Utility Trpching ord BackirMnq
1.02 SUBMITTALS
A Product Data Submll Publlri,d data from mo ui,c(urers of
products and occe.,orles pecified. indicating corrhp0once
Nth requlremenlS
1.03 QUALITY ASSURANCE
A All sonitoy Sew material, and construction of some Shall
be ai shown on mthe Cont-11 Plana ontl shall meet the
requirements of the Stale of Vermont Agency of Natural
Resources (Department of Enlifanmental Conservation) and the
Public Works Standard, and SpecHlpllorn of the local
munidpalty
PART 2 - PRODUCTS
2.01 GENERAL
A Furnish MIS. tees, reducing tees, wyee, couplings,
lrMri, cro„et. IraIN(bn, and and cap. Of the lame
type and class of material as the cwdull, or of material
having equal pi superior physical and chemical properties as
acceptable to the Engineer to provide a complete and
operobl. system
202 PVC GRAVITY SANITARY SEWER PIPE
A, PVC Nwef Pipe Mary conform In all respects to the latest
revieian of ASTM Specifications D-3034 C, F579, Type PSM
Polydny Chloride (PVC) Sewer Pipe orb FTitings SOR 35
pp.. Apr pipe and fitting, shall be dearly marked ai
follows.
- Monufmturer's Nome will Trademark
- Nominal Pipe She (Cs h-b an pins)
- Material Designation 12454-C PVC
- Legend "Type PSM SDR 35 PVC Sewer Pipe' or
'PS 46 PVC Sewer Pipe,
D.Ngnatim ASTM D-3034 or F079
B Joint. Shall be push -an type .slog Mnlorowlc gasket. and
.haw conform to ASTM 0-3212 The gaskets Shall be factory
installed The pipe shall De furnished In normhcl 13 fool
ranging Sufficient ou nowl of .hart lengths and full
machine fillings shol be provided for use of onwholea and
connection. AN coon liana vial fequlre,10e um of
mamfoclured fillings Flaid fabricated, "dole -type
connection. well Mot be coaildNed occp!(Nle
2.04 MANHOLES
A. Mormale. Mae be sized ae Indicated an the pan and rill
bpreastconcwIth.manlh�Me ..4 hall carfam
et Nm of ASTM Spec�C
B. Sholvea hall be carstrueled with cmcrele having . mhknum
campre"Me strength of 3.000 pin a1 2a day.. Inverts fa
a.- manhdN shot be of .hoar on Pima and del.be
and .hell be constructed With CN«Cie a Wick. as pin the
lord mmlebNRq'. luerts do d,. Invthin how the
oxOcl .hope of the "or
to which they we connoaod, and
any Mange M fire of direction Noll be gradual Md elan.
C, AN mmhdes are la be pravIdwd With capwym' ►dyprpyene
plastic slope with .I" reinforcement 12 In:hm On, center.
D AN manhole. shin be provided with rough. gray, cast km
manhole frames and c vere, NI Ion cai1Ing. shin be
LhorougMly clNned and then cooled With
hot lor bead. Dekp
dNMred. --as and cover. shin be LeBaron LC 266, a On
approved equal. and have a mInlnwm Stil l of 400 pounds.
E Pracost risen. and bases far manhdw. shell canfam to ASTM
Specification C-4711. The pipe apnMg In too protost
manhole System shall haw a call -In -place flexble "fill or
m equivalent *yet" fa pip. [Retaliation as approved by
the Engineer. Joint. belwoen manhole Here shall be 1'
mInlmurn width Mwlare 9.0at ce approved equal..
2.05 CEANOUT5
A. Cle«rout. for gravity prows and fa" males boo be
provided at IOcllon. Indicated m the plans or ai directed
by lM EngIn.er. Clealoul !fames and covora .Mel be of
tough gray Cost km. COst[Rgw enall be I.. to paltem and
fret ff= flows. The bearing Surface of chomoul hams and
cootie against ISM other +Niel be machined to glve
continuous contact throughout their Circumference
PART 3 - EXECUTION
3.01 GENERAL
A Care ridl be ....cited by the Cart ... for to .-W
dumpling the operation of elist[Rg Sanitary tewer
fockitat Without prior wrltlen optrovd of Ihe Engineer.
B. When aiathg underground U11111 4w not Scheduled for
removal or obandawnant we encountered In the excavation.
they shall be adequately ppated and protected from
doma;a. Any domoge to uUllas shall be repeaed promptly
al no addlllona cost to the OW"r.
C. Installation of pipe shin be In accordance with Section
02225 - Utility Trmchkhg and Oockfwllng and as opecifad
by this .slim.
102 BEDDING FOR PIPE
A. The beading material shin be Moped to fit the pipe for a
depth of not less than 10 percent of Its fold height and
shin haw reCenai to reteiw the bin.
103 LAYING PIPE
A In genitival. . mr pip. Wail be installed In oo<a 41"or with
the blest detailed Instruction. of the monuraclaer.
B. The laying !hull begin at the Outlet End and the lower
tegmen\ of lM pow N.NI be In contact with theel ,aped
DeOdNhp iboughouI it. full Isngln Bell or grayed @me o1
rlgM pipes and the circumferential lops of Oe.blo,poo,
shin be placed facing pttrean.
C. All pipe pod MI f shall b carefully exanhod fa
defects aM no P a flit a shin be Iota which we
known to be defective. If art' def"tlw piece a discovered
aNer laying, it shin be smov.d and replaced at The
Contract.'. e.p"". All pipe. aM fillings shin be
domed befor. they are mid and riot be kept clean will
accepted In the completed wait
D The pipe rinil be laid to conform to the area and gad"
Indicated W the d OWngS or given by IM Engineer Each
pipe shall be NO told as to form a dine joint With the rent
adjoining pot and to bring the Inverts ronllnuously to the
requxed grade
E The Contractor shall lake all neR y precoutlons to
prevent flotation of the pipe in the Iran M.
r Whom pipe laying is not In Progress. the pen Ends of Ine
pipe shut be closed with lent'«ary Watertight pugs If
water Is in the trench Wren wwk a esumed, ins pluq shah
nor be removed unit all danger of water entering tbe pipe
Is elf"hoted
G For force moot, concrete reocllan blocking shall be
provided as detailed at at bends deflecting 22. degrees or
At the Contractor's pllor, r.lot.. plods may be
used at DMde in Ileu of concrete blocking Relolner glands
Shall also be prodded at M pinto within three pipe
lengths each We of the bend,
3.04 GRAVITY SEWER PIPE TESTING
A The Cmtrpto Shan provide ox occessairy equipment and
Instrumentation required far peer completion of the
flushing and testing Quality of Wailer, lest procedures,
and method of disposal of Water shall be pwod by
the
Enalr Prior to lest". Assn with ler to e
conat-'rob debris
B All lefts shall be mode In the pretence of the Engineer.
Preliminary tests made by the Controcla without being
observed by the Engineer will not be accepted The Engineer
will bhorned at INN eight hours before any Work Is to
be in:pecled or tested.
C. The maximum !ewer length 1a be tested at one time shall be
that length between my two monitor
D Air Testing Low pressure air testing Shall be conducted In
accordance with the following proced«ea:
I Each End of the test section shall be pugged, capped
and braced. Necessary sorely precautions once be taken
to prevent dowoule and po..We Injury
2 Mob hose Shoe be connected to a lapped pug ed far
n orb Inlet. The hot .11 be emnecled to the elk
control equipment. Which shop Include elves and
pressure aaaugee. Theo, shall allow elk to on
the
er Iesl line. manes« elk pressure In the owe but
Off air, and provide Pressure reduction and relief. The
mmltwing pressure goLVe "all have a range of 0-10 psi
with dlMabnt of 0.10 pa and oeew0ay of P05 pain
3 7Me air compass« and Pt, supply shall be cmneded to
the lest Ilene and the tell Necllon filed slowiy. will
a conNanl pressure of 4.0 Doug Is maIn1C[Red-
4 A pressure Nove 3.0 prig .1iaA loll main Cited for at
least live minutes to allow, the temperature to
Stabilize A check fa looks Shall be made and If my
are found, the pressure shall be roteosed and the
fitting replaced or repaired.
5. Aft., the siablllzullon period, IM Pr.ssur. all shbe
adjusted to 15 Pak and the air Supply disconnected.
S. Measure and recordIlene Interval the IlenInterval fa the tail tin.
P"`M u to drop from 15 pteg to 2.5 pte i
7. If the goundwater In to aDaw the pip., Inor...
above Ins pro . D 5 ptiI fOr each feat Ihe
pomdWO10 It . the Invert .! the pipe.
B Toe requkemenls of Iha pecolkatlan shall be
considered wallefled M the line required In Seconds far
the prNlure to decrease from 15 10 2.5 pin greater
than the over,ga body presave of my groundwater that
may tlAmorg. Ihe pipe 1. not Nn Inm ho compulad
oeeordinq to Ine faowlnq tablet
MInFnum TM Time fa Vorlous Pip. Sizes
Diameter (inches) Time (Sec./100 Ft.)
4 1B
a 45
a 75
10 90
12 110
3.05 MANHOLES
A The N"Nllon shin be to the depth Indicated an the plans
W ordered by the Engln.er, and coeafuly shaped and graded.
6. Manhole Sectors shall be Precast concrete and shall Conform
to the d nvftW ro Indicated an IM pane Or Ordered by the
Engineer.
C. Charlotte, Inverts and It- erSab far ewer moril mall
be constructed of brick and motor Or concrete. Inverts
Shin how the .-t shops Of the s•Wer to Which they Or.
connected and any change In the w tlreclfan shah be
gadual god eve. AN construction of sewer manholes must
be carted wl to naue welwilghl work.
D. The required eartus of brat shin be Paced an lop Of IM
-,rate to the elewlion ki v.Ct d an in. pane Or Ore.red
by the Engineer. &lair shall be Idol In an appropriate by a c-Patel rnosan. Aft., In. brick. er. Idol, the
joints an the Inside l the brick moa.nry thin be really
painted. TM ouLM. prfoce st lM hack Nall be -,ad
With mortar of the sans quality as used fa k*g 'he
brick. No 0 rftWdWy --In -(-. Is obtained.
E. Th. cat( Iron hmsin (norm. NSA be a Inan dkaled the plan.
In a full mortar bed. The grade Or cover shill be properly
placed In the frame.
SOB MANHOLE TESTING
A. MaMd" ridl be tested mporalNy by we of the following
Iwo pracedures:
1. ExMtratlm LNkoge Twit: All pipes and other opal
into the monhde Shall be ultably pugged mid the plugs
braced to prevent blowout.
The manhole hall then be Rued with water to the lop
o1 (he cone sectan. A period of lion may be permitted.
If the Cnlraclar No,whheL attempt glow for apt tar
Al In. and of this period, the manhole Noll be reflood
I
o the Ion of thecone. If nornpry, ono Ihe maarur[Rg
lime of at Wait fora hour begun, At theand of the
test Nrla4 the rombaa shall ill talked to the topof
tin Cone, mNeur[Rq In! volume el MOtH added. This
amount shall be aanY«ted to gallons per vertical fact
depth for 24 hour. The IeMage fa each monhde shall
not -Shwa! me gdlon/wrlkd foss/day If Itakpe
excwds the liable file, (pairs Wal be made at
approved by 1M E.QInNf and the rrmhoes rw1N1ed.
If the Contractor leas to bookfiill prior to testing.
in testing shall be at his ore FINK and It Wall be
bharmbenl upon the Contractor to dellmhe it. Seaton
fa my folure of the (ail. No adjustment In the
leakage olowievet wAt be mein fa kn.Wn cows Such
as leokkl9 plugs, absorption. 1.. 11 will be *,burned
that Off Iota of Water during the wail a a recall of
loch, through 10. join(, Or through the concrete.
Furthermore, the Contraclw shot tare my steps
.ateady to ..uro Ine Engineer that the rater table 19
below the Pal tom of In* ramrods throughout in* fail
Vacuum Test This method of testing _roes for
leakage frivol- the we of C d_,- for slaling the lop
Of the mannde cone section and pumplog the orb out of
the manhole. creating o vocuum and holding this vacuum
for O presCrbe l period of time The procedure for this
test 1, as failms
a AN IlfiIng noes and .xwIw Jotnls shall be
Riled and pointed With on approved non-shrlokinq
mattor The competed manhole shall not be
backlbed Prix to testing ManndN which hove
been bacMNled shall be a cowled to expose the
entire sslvacuum ai erlor Prior to cuum testing o the
manhole
well be tested far leakage by means of the
.011tratlon leakage is.(
b All PIP., and other openings Into the moon., 11
be suitably plugged m o manner to prevent
dlplaromen,
c A pale With an n%i CN' rubber r.no the site of
the top of the manlale Shall be Installed by
inlI the Slog W+in «t to Pressure adequ.t. to
prevent leakage of elk between the rubb ,Slog and
the mOnhale "I
d Ab and. then be pumped out of the manhole through
n Opening In the pale unlN o wary 's created
Inside of Ine manhole equal to 10 In of mercury
On an opproved vacuum gouge. The removal of air
Shall then be sipped and the test Degun
e The manhole Shah PCs, this lest if the vacuum holds
at 10' Hill or &Opt no lower than 9" Hg wfthm the
following time:
Depth of 4'6 klwhole Minutes Seconds
0' - 10' 2 0
10' - 15' 2 30
15' - 20' 3 0
20' - 25' 3 30
f If the wcuum drop exceeds 1' Hg during the
specified time periods, the monhde Shot be
resealed ontl Step. 2 through 5 above repeated un1N
the v urn Molds far Ine specified time
g Alter the manhole palms the vacuum lest, It ahaN
be baokfilled carefully gO that no ledn are
created. If the manhole Is disturbed in any way
during COMM. it Shot again be vacuum felled
according to Step, I through 5 above If Ine
manhole too. Ine via - its,
Ine Contractor .hall
test the monhde using the manhole ex0itrallon
tail
h The Contractor Shan provide the Engineer with a
written log of Each manhole leakage test result
I Manhole. shall be tossed Md accepted prior to
building manhole inverts
SITE ENGINEER:
C
A
Cft EN HUNNG ASMATM INC.
KO 8=445 SHISIAOIMI� Vr CUR
ODF48"W i9l1t 03240 =" w.N Wow.o•ev-
D"_
CJG
JLM
APMM
SAV
OWNER
FBO AVCENTER
1130 AIRPORT DRNE
SOUTH BURLINGTON, VT
PROJECT:
FBO AVCENTER
HANGER
RECONSTRUCTION
BURLINGTON
INTERNATIONAL
AIRPORT
SITE
SPECIFICATIONS
D.if DPAMKG RUN=
APR., 2004
SCAM
NONE C 1 O
Prop, ho
04146
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29 '-3
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295'-4" C� COLUMNS
147'-0' C COLUMNS
1'-4" 147-0' ClCOLUMNS
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OEAA 2 I AIRCRAFT RAGE R2 I I AIRCRAFTO E 01 I I AIRCRAFT STORAGE AEI
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6C Z I AIRCRAFT MORAGE A I I NRCRAFT AI�RMiE /10 I I ARtCRAFT ✓�DRAGE 012
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GOVERI lOT 109 111
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TIT —HANGAR FLOOR PLAN 'PROJECT
R�T
U 0/at1 -o
NORTH & SOUTH ELEVATIONS
�'—t^o
METAL PANEL PER MFR
S' VINYL FACED FIBERGLASS INS.
0" Z GIRT PER MFR
aEXTERIOR *ALL
T—HANGAR WALL ASSEMBLIES
1 - 1 -0
5/0' TYPE X GYPSUM BOARD
4' METAL STUDS 0 24- D.C.
5/5' TYPE X GYPSUM BOARD
1 HR INTERIOR PARTITION
UL DESIGN NO W 19
V.LF. BRA. LING *IDTH
I I 0/E' TYPE X GYPSUM BOARD
1 0/a' METAL STUDS 0 t6' D.C.
1 5/a' METAL STUDS 0 111- ox-
ve TYPE X ��.�GTTY��PSUM BOARD
aUL"DESIONRNo PARTITION
METAL PANEL PER AIFR
METAL GIRTS PER MFR
aINTERIOR PARTITION
L SHEET METAL, FASTEN
INS ONE SIDE i
CMU 6' MIN. (00 NOT
ZWET"L PER MFR
MINERAL *001. INS.
S' VINYL FACED INS.
0' PVRUNS PER MFR
EL STRUCT PER MFR
0 REINF. CMV PER STRUCT O111GS.
UL"DESICNW N0L U9W
nDAST & WENT ELEVATIONS
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PLAN &
ELEVATIONS
A1.01
No Text
EXISTING LANDSCAPE LEGEND:
COMMON NAME:
SIZE
QUANTITY
UNIT COST
TOTAL COST
LOW JUNIPERS
3 GAL
23
S25
$575
6' JUNIPERS
6'
7
J120
$840
VARIOUS DECIDUOUS SHRUBS
3 GAL
26
$30
$780
LILACS
3 GAL
4
$40
S160
FLOWERING CRABS
2" CAL
4
S180
$720
VARIOUS DECIDUOUS TREES
3"-5" CAL
14
$400
S5,600
VARIOUS DECIDUOUS TREES
6"-10" CAL
9
$800
$7,200
DECIDUOUS FLOWERING
10"-12" CAL
4
$1,000
$4,000
PINES (WHITE & AUSTRIAN)
16"-18" CAL
5
S1,000
$5,000
CEDARS
15' HIGH
8
S100
S800
MAPLE
30" CAL
1
$0
SO
$25,675
NEW LANDSCAPE LEGEND:
COMMON NAME:
SIZE
QUANTITY
UNIT COST
TOTAL COST
MAPLE
3" CAL
2
S350
S700
$700
TOTAL LANDSCAPING $26,375
NOTE: EXISTING LANDSCAPE VALUES ARE BASED ON REPLACEMENT COST
GRAPHIC SCALE
M ! N N p
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(4) EX E"—I
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FLOWERING
DECIDUOUS
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FLOWERING 3) EX 12 BUILDING
DECIDUOUS PINE
(1) EX 2"
a DECIDUOUS
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15' CEDAR
(2) EX. 1e' ,
PPINE I
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2004025
SHEer TIT1E
EXISTING
LANDSCAPE
PLAN
SHEET Ib
L1.01
1
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# 1
GENERAL AVIATION
BUILDING j
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END EXISTING SIDEWALY
AT CONV'ENiEN JOINT—, -
REMOVE EXISTING
1
SIDEWALK
END FENCE REPLACEMENT-
\ \
1I
AT EXISTING CORNER
TIE INTO EXISTING'/
SIDEWALK-7
t
REMOVE EXISTING
' REMOVE EXISTING
.
3;7UMIN0115 PAVEMENT
rn - BITUMINOUS PAVEMENT
AND ESTABLISH TURF !
AND ESTABLISH TURF
'.!%�r •/
13z.r /',
REM EXISTING NC wc00
BITUMINOU
PAVNEMENT D
Y
CITY OF SOUTH BURLINGTON
ELDRIDGE CEMETEW
g
- vt
ESTABLISH TURF
- --HC PARKING SIGN -
TYPICAL OF 4
_ z
NEW 5' SIDEWALK AND GRANITE CURB I
1 C d ..I
C r' NCl I�
REMOVE EXISTING CHAIN LINK FENCE WITH BARBED
WIRE AND REPLACE WITH AN ORNAMENTAL FENCE
SIMILAR TO THE IXISRNG FENCE ALONG THE
CEMETERY RIGHT-OF-WAY ON AIRPORT DRIVE
I�
AIRCRAFT RAMP
I i
I I
1
EXISTING PAWINGSPACES:
48
,-77
-- END GRANITE CURB
EXISTING (PARKING 36 SPACES:
RETAIN 18, LOSE 18
i
NEW LED UGHT.
TYPICAI_ OF 3—
Stanlec Cmmufdng Services Inc.
54 Route 106
FAE
Norih Springfield ur US.h.
05150
TeL 602 856 2261
_
\yr'
Fax. 802.856.2260
r -.
SWnw
wwwstmteccam
Im
Copynght Reserved
The Ca d verify
M reaporrsi[k fa ap lmensw
tW
NOT s:ak the dreng — pnr
y
Stantec wdwi delay
crrcrs cm�r.•ms sha0 to reported to
d
The CemrgMa to N des rid dronn9 ore ++:he property of
M
Stanley Rryroda ,- or us far onv purpose alher Usn lhot
aalmr,.ea M smeteo g mro easy.
ON16iiatd5
Legend
i � a
j I I 1
^A' . CUT EXISTING PAVEMENTr/ �
/ / /�f/ EXISTING
REM
OVE EXISTING / //�j ��/" /�r!1// B
BITUMINOUS PAVEMENTr'JJJ�/ r C% .�
AND ESTABLISH TURF
NEW GRANITE CURB ' N i //
/ EXfSTNG PARKING 16 SPACES:
j_ LOSE 16JOI'1Y �,;
ewe tY
J. _
jj �_ -., _ LANE
r ,,ir k '.. FpPROY.ItA4:E RtG, �.• wA
I
LEFT TURN TO
r �_r. WOROAD AND
EXISTING SIGN - TO BE REPLACED TOWN
OFF WIWSTON
�AT A LOCATION MORE THAN 20'
FROM RIGHT-OF-WAY LANE —� ~
WWW O 20' 40'
3 �
,,,51?? ._ '.'. Al2ppRt pRN s7t41G
_ —� SO B� 1•cRAAI^LAt_ Bu ' ^ RIGHT TURN ROA TO
LUSTD AND
Ji --BEGIN GRANITE CURB ,, ++ —r_ rrTY OFF BURLINGTON
AT RIGHT-OF-WAY LINE
Notes
THIS PROJECT' LOCATED IN THE AIRPORT INDUSTRIAL
ZONING DISTRICT
EXISTING PARKING AREAS:
109 SPACES
PROPOSED PARKING AREAS:
84 SPACES
4 ADA SPACES qg
68 SPADES f`E C EI V (/ E D
OCT 2 6 2011
City of So. Burlington
By kpd. W,MMJ)D
Ismed eo Appd Ye AM.Do
Me Nome: SAepla d. 7 JBL JBL 11.10.1g
Drm- CW Dsgn. 'a.MPD
P_wmitSP�
ISSUED FOR
PERMIT
17 OCT 2011
Ct enL'Projed
BURLINGTON INTERNATIONAL AIRPORT
HERITAGE AVIATION WEST FACILITY
South Burlington. Vermont
We
SKETCH PLAN
Plop16� No. oTao scar AS NOTED
--BEGIN FENCE REPLACEMENT r AG A?F
_ S
dosr INVESTMENTS, L _. n s it-� Dlalving No. Sheet RevLlion
f 1025 AIRPORT DRN/ 2 2 oT XX 0
wlemann*iampnere
architcctmv cn,V, iccritti! planning
! a s
�/ >'t# yIjpe-)e_)j...r.rsEf ivc, .4serPrfl�`'tfsi'.iftk
1
VERMONT ARMY
NATIONAL GUARD
t
/ AVIATION FACILITY
AIRPORT BOUNDARY
ZONING
DISTRICT
�`\ \\ ' �� ` ` \ I ''I I •� i �i AIRPORT /
`• I I VERMONT AIR INDUSTRIAL /
NATIONAL GUARD \ ` ij ZONE I\�\
11'I AAPORT INDUSTRIAL / \
1 ,\ 'IZ�IING DISTRICT J
APPROXIMl TE - `-
ZONING
BOUNDARY
II I' v�' `\\ JI_ _ 'III';I. _--_�--_ -'•-- _--- ---- �/ --- 1 _ J —/�
PROJECT LOCATION
I 1 y Ili J PRATT
I `-WHITNEYI
VALLEY
HERITAGE 1 \� ❑ - -��AVIATION ;�; APRONMIXED
AL
0 DISTRN Ty CLASS II I j' EAGLE DRIVE
✓,I, tiR MIXED INDUSTRi\ L-
o
/ y Spa CLASS II I
WETLAND �I I' m COMMERCIAL
Sep a if �I APPROXIMATE / o I
ZONING BOUNDARY I 9 ZONING D[STRICT
(TN E)
0 500' 1000'
/aye
1
MIXED INDU RIAL al I MIXED
COMMERCIAL ZONING
DISTRI T u INDUSTRIAL
COMMERCIAL ' I
ZONING
DISTRICT
5R'ij Consulting Services Inc
54 Route 106
North Spnnglield VT USA
05150
Tel 802 886 2261
Fax 802 886 2260
i-- owe Iontec com
SwIIIII`R
Copyright Reserved
Th. Contractor shall v-I, one b, responsible for all dimenmonz oa
NOT suole the d—!" - any error. or om¢_ shall be reported to
St.n- wdh.'t d.lny
Th. C.pynght. to all d-i nd ob—gi, are the prop•ny of
Stontec R.prodle— o use for any than other than mot
outho"_d by Stan- i f. bNd-
Consultants
Legend
OWNER OF RECORD.
CITY OF BURLIN 1, BURLINGTON INT'L AIRPORT
1200 AIRPORT DRIVE #1
SOUTH BURLINGTON, VT 05403
APPLICANTS
CITY OF BURLINGTON, BURLINGTON INT'L AIRPORT
1200 AIRPORT DRIVE #1
SOUTH BURLINGTON. VT 05403
II HERITAGE AVIATION, INC
265 AVIATION AVENUE
ISO BURLINGTON, VT 05403
OWNERS OF RECORD OF
CONTIGUOUS PROPERTIES.
SEE LIST PROVIDED WITH APPLICATION
Notes
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 THE CO -APPLICANT, HERITAGE
AVIATION, INC . WILL BE THE INTENDED LESSEE OF THE
NEW FACILITY
Revision -- - -- --- - - - - - - By Avve ry MM o0
Issued ey Avvd YYMM DID
File Name Locoho b- dog DOH J6L 11 to Il
Ni, Chkd Dsgn YY MM.D
PelmdSeel ISSUED FOR
PERMIT
17 OCT 2011
ClientlPrgect
BURLINGTON INTERNATIONAL AIRPORT
HERITAGE AVIATION WEST FACILITY
South Burlington, Vermont
Title
SKETCH PLAN
LOCATION
Project No. Scale
195310180 AS NOTED
Dram No Shed Revision
1 1 of XX 0
�nAW SCHERU
RW
rQL
Mar
raill.
so
rQL
or
Ll —#�
Proper Tree Planting OwOrarn
TM MAMO DUAL - SCUM OMMUM IMMAIM
MAIM owdra Y sstisaa nsla��*as�srsdr1
ss ssas�A# sass mmus•
GhTAMMM OLVEM � m can
ass zwllllas
viiiiiiw eiiiiiiiiiiiiiiiiii ssss Sm4m S—M
dLvm
srsa ris saris ass Ms
U= Mas as
ssssrs s Msass AMMsass
7 P-
3
ss dr
'c'c"
ED
TK Landscape Architects
MMISM-0
Wal
OWE
0 w w or dw w
MO AVC9NW
MANTM MMM
owwimKqmdmw
„Ex1511ING SMI+ — I
11 RIM # 33093' ( — —Ur- --Ex ELEC I
4 CL IN - 321 4' VAULT
1 '
fi 1
22 - w
_55- �S -555 S 55 2
EXIST. ,
1 APPROXIMATE LOCATION J -�- - --I - I d 117 - I�• i „%BUILDING
OF EXISTING SEWER LINE
f 1 FITLD VERIFr SIZE
I I L',
I - ;
. I
ExlsTf%G CB
EXISTING P VEMENI I I ,T, �x ^� RIM\= b062 /
1 �
1
li I I yI
EXISTING HANGER
331./
3
I I I 1 -FXX�CB
I I RIM_ 329.76
z
T
1 EXISTING CB 1 CL INV = 3252
I 1 I RIM = 329.93'
I 1 CL INV = 3217�_
E�STI E% E EC�
EXISTING SMH 1 .r
RIM - 33067� ® —oL or SHED 1
—w— --
i w e• A9Ni.0ati[p _ I - '-'1 I/
EXISTING WATER1pE w Y TO
METER VAULT I 1 EXISTING
1 TELEPHONE /60%V w, — w ®K—qu
-w— - 'i-w—
i I 1 I � � — u i
1 \ / STATION
EX. DEICER
+� I \
1 I \ I l\ I \ \, X TANKS TANKS (TYPAPPR) /
11 w%
DION ATE
OF EXISTI11 I
i>c I %ISTINJ CAS LINE LI ? f I
NOTES I G
/ I
-UT 1 -UT- -UT- J EXISTING PAVEMENT /
I. Uffild s drown do not pi pwt to oonodkAs or repr@Mg all
T-
LdW” fooaad upon or adpkCwN to"aurvayod pfarrrls•s.
Ddg*V uMlly bCMWM na gpprCJ&Mb only 7ho Ow*aolw
Ap p lldd 0* aM Wlfy oonNots. Aft d4mimpartd a aWl be
EnpUNM.
report d b IIf7fw Conftcbr droll Oundmot Do-w—
Saa (8t6A44.7=) prlwb-Wowm&LwdofL \ \
L Hottrwlal and v&*ftW daft= wo bn•d on NAD w and NAVD /a
..awalLaal hm rLlonumoxa. w I \ \
a This pan a not• DoLrLdaysurvayand a not lta r~ b - - - - -
1
!
I
I
I
EXISJINC CB
RIM 330.35'
INV = )326 6'
I
I
\ I
I\
/
1
1
I
I
1
I
I
I
1
1
1
1
I
I
I
1
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1
1
be u"d as one. PVOP•ryYn" am bawd upon fife Cry of
SoLtdt &Wlnpbn Tam Asps
-OT- - -UT- -UT- -UTL -DT_ UT- - -UTio
l
Q I III JJ _•_-- �z-� \�
I
I \
E%ISTINC CB
RIM = 327.94'
CL INV = 322 3' J
1
`.I EXISTING CS EXISTING CB
RIM = 32- 3 r RIM = 328 3
INV GUT 25 g' INV OUT 324 2'
'V � \ �--�,_Yy-.r-��l��i -Y��•- --_ �, �_ -� �152'�=329-� i-=_32�. ���
1 O� •� f - - - - �32�; \ - a J52�
-326�3
•\• �2 `INV 15" CUP 33133'
�330
LEGEND
— —Tx--
— EXISTING CONTOUR
336
PROPOSED CONTOUR
— - -
— APPROXIMATE PROPERTY LINE
—
— APPROXIMATE LEASE LINE
- — —
- APPROXIMATE SETBACK LINE
O
IRON PIN
❑
CONIC. MON.
— —
GRAVITY SEWER LINE
— —
FORCE MAIN
— —
WATER LINE
— —
OVERHEAD ELECTRIC
— —
UNDERGROUND ELECTRIC
— —
TELEPHONE LINE
— —
GAS LINE
—
STORM ORAINAGE LINE
®
SEWER MANHOLE
®
STORM MANHOLE
HYDRANT
•
SHUT-OFF
w
POWER POLE
®
CATCH BASIN
0o
LIGHT POLE
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
rvwvwwv-�
EDGE OF BRUSH/WOODS
—•—•—
FENCE
—
— DRAINAGE SWALE
GRAPHIC SCALE
( IN FT" )
1 1-h - 30 It
STYE ENGINEER:
A
CAVIL ENGINEERING ASSMAIM INC.
P.O. amas VELY NE VT OIIQ
...11,11 . FA[ rolrto-zTn
COIYIUGxT - AGMTS �[mrv�0
DNA-N
CJG
-tan
JLM
Almvm
SAV
OWNER
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLINGTON, VT
PROJECT:
FBO AVCENTER
HANGER
RECONSTRUCTION
BURLINGTON
INTERNATIONAL
AIRPORT
LOCATION MAP
r• _ oloo
I DAU I CAL)= I mmmm I
EXISTING
CONDITIONS
SITE PLAN
DAM DMVINO NUNACN
APR., 2004
�AUI C2
rNDr No
04146
I
I
I
I
I
I
I
I
I
I
1
I
I
I
t�
I
I
I
I
I
I
I
I
I
I
I
250'
E %ISTING 0011e1C
wNIIE STRWES
w MVCkIENT
NOTES:
1 Underground utilities shown hereon we based on utility evident. visible at
ground surface and ore "loci to field wrlfkntlon by escowllw Utilities shown
do not purport to constitute orrepresent all uUltles located upon or adjacent to
the surveyed premlef+, AN discrepancies shall be reported to the Engineer The
Contractor shot conlocl Dig Safe (500-225-4977) prior to any construction
2. Th. Contractor shall maintain as -butt pions (with Iles) for all underground
uttllle.. Those plons shall be submitted to the Own. at the complellon of the
project.
3. The Contractor shop repok/restore at disturbed areas (on or off the site) as a
dhect w Indirect result of the construction.
4. All grassed orecs shall be maintained untl full vegetation Is established.
324 2'
w 5. hWlntaln all Iraes outside of construction Iknits
6. The Contractor shall be responsible for m all work necessary for complete and
operable facilities and utilities.
7. The Site Contractor ehap construct the water line to two feel above the
finished floor.
0. The Contractor shall submit shop drawings for all Items and molerlals
Incorporated Into the ail. work. Work shall not begin on any Ilem will shop
drawing approval Is granted
9. In oddtibn to the requkemfnt. set In the. plan. and sp-lfl-iion& the
/ Contractor shot cwnplel. the work In accordance with all permit condlllonn and
any local Public Works Standards
10 The tolerance for !Fish grades far all pavement. walkways and lawn areos shall
be 0.1 feel.
/ 11, Any dewnler ng necessary for the complet1w of the spswork shall be
considered a. part of the contract and shall be the Contractor's responsibility
12. If there ore any conflicts or inconsistencies with the pans or specifications.
thf Cant actor shot contact the Engineer for wflf Callon before work continues on
the Item F question.
olu+�ly �
SITE ENGINEER:
G
CIVIL INGIMEIRING ASSOCIATES INC
P.O. aOX 460 9EL&OK 1T 0d112
sw�2331 yAF sKow4m wd wwwer —
conxrart
DMeN
CJG
CHEQO
JLM
SuAVa
OWNER:
FBO AVCENTER
1130 AIRPORT DRIVE
SOUTH BURLINGTON, VT
PROJECT:
FBO AVCENTER
HANGER
RECONSTRUCTION
BURLINGTON
INTERNATIONAL
AIRPORT
LOCATION MAP
r_3
OetS CMtCI® R+raN
+AAr .wv rakts fwml lK. IRwl9 Iw2 eww�sN*
+ArNr 4v l�O O f IIQ. INP a[, MA !-crew
PROPOSED
CONDITIONS
SITE PLAN
an wu... Nur.IM
APR., 2004
scmz
4a C3
PM Na.
04146
1 � /
Y NEED P
. PLEASE CONTACT THE 0t:PAKTMENTS INDICATED
3. WASTEWATER MANAGEMENT DIVISION, ANR (802-41-3822) Contact:
❑ Discharge Permits: pretreatment; industrial, municipal (#7_1, Z 2, &8) ❑ Indirect Discharge Permits (#9 & 991) ❑ Residuals Management (#10)
4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact:
❑ Construction/modification of source (#14) ❑ Open Burning #1 ❑ Wood Chip Burners (>90 HP) #14
❑ Furnace Boiler Conversion/Installation #( 14) ❑ Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) #( 14) .
5. WATER SUPPLY DIVISION, ANR (802-2413400) (800-823-8500 in VT) Contact:
❑ New Hydrants (#22) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water #20 ❑ Operating permit U
❑ Transient Non -Community water system (TNC) (#21) ❑ Capacity Review for Non -transient non -community water systems (NTNC) #21
WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) #6 — 6.5)
ontact: Contact: Stephanie Lanphear 802-241-4320
❑ River Management (241-3770) ❑ Ponds (#32.1) Construction General Permits >1AC of disturbance (#6.1)
❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) Wtormwater from new development or redevelopment sites #( 6.2 & 6.3
❑ Wetlands (241-3770) (#29) ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (#.4)
❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (751-0129 / 879.5631 / 786-5906 #27 & 32)
WASTE MANAGEMENT DIVISION, ANR ? Contact:
"❑ Hazardous Waste Handler site ID (241-3888) #36) Underground Storage Tanks (241-3888) (#33)
❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,39,40) bestos Disposal (241-3444) Chr-rS bJggn �—
]isposal of inert waste, untreated wood & stumps (241-3444) 1 & 44) (J Composting Facilities (241-3444) (##4.33) J
Waste (# oil burning (241-3888) ❑ Waste transporter permit #( 35) ❑ Used septic system components/stone (#41)
8. FACILITIES ENGINEERING DIVISION, ANR Contact: _
❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45)
❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750)
9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact:
SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: Judy Mirro/John Daly
RECYCLING HOTLINE (1-800-932-7100) Contact:
10. FISH & WILDLIFE DEPARTMENT (802-241-3700) Contact :
❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47.41 ❑ Stream Obstruction Approval (#47.5)
DEPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or District Office Contact:
onstruction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) W49, 50, 50.1, 50.2)
OS
torage of flammable liquids, explosives ❑ LP Gas Storage
❑ Plumbing in residences served by public water/sewer with 10 or more customers #5 .2) ❑ Boilers and pressure vessels #( 50.3)
12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact:
❑ Food, lodging, bakeries, food processors (#51, 51.1, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1)
❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial #( 51.1)
13. AGENCY OF HUMAN SERVICES Contact:
❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) #59
❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) #( a
1, AGENCY OF TRANSPORTATION Contact:
'❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Junkyards (828-2053) (#62)
❑ Signs (Travel Information Council) (828-2651) #(, f3) ❑ Railroad crossings (828-2710) #64
❑ Development within 500' of a limited access highway (828-2653) #( 51) irports and landing strips (828-2833) IU55
❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) U Motor vehicle dealer license (828-2067) (#68)
15. DEPARTMENT OF AGRICULTURE (800-675-9873) Contact:
❑ Use/sale of Pesticides (828-3478) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-2426) (U
❑ Milk Processing Facilities (828-3428) #($3, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-2421) (#89, 8 .1
❑ Golf Courses (828-3478) #71 ❑ Weights and measures, Gas Pumps, Scales (828-2436) L)
❑ Green Houses/Nurseries (828-3481) (#79) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) (#75.1, 80,
0 VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 X—W Building Energy Standards (#47.2)
17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101 ❑ Archeological Sites (#47.1 & Q)
18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134)
19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) ❑ Professional Boards (1-800-439-8683) (# 09�.2
20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 94, 25, 96)
DEPARTMENT OF MOTOR VEHICLES (802-828-2070) ❑ Fuel Taxes; Commercial Vehicle (#69-�
LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS)
23. U.S. ARMY CORPS OF ENPINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, &
OTHER:
actions #3424 above have been completed by Permit Specialist Jeff McMahon Date:6.1-04 I may be reached at 802-879-5676
Copies have been mailed to: Revised 3/04
AGENCY OF NA / '. RESOURCES (ANR) AND ENVI 1w -ENTAL BOARD (ACT 250)
http://www.ant A. ✓t.us/dec/ead/PaAndex.htm / t .. ,,,._.state.vt.us/envboard/
PROJECT REVIEW SHEET r�7_r__
THIS IS NOT A PERMIT
TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW:
RESPONSE DATE: p PENDING APPLICATION #: LO- - 02(33
DISTRICT: TOWN: 50,_4 `I�1 PIN (, j9&-nS$(p, In,
OWNER OF PROJECT SITE:
APPLICANT OR REPRESENTATIVE:
(Name) A
(Name) F-6 0
(Address) I i-5o A,U-,. d- fir.
(Town) (State) (Zip) rSv� �i,—(
(Telephone)
(Address) a por
(Town) (State) (Zip)
(Telephone)
Project Name: FbD
Based on a written or oral request or information provided by �a �L received on `5• 19 • c?�
a project was reviewed on a tract/tracts of land of _(� a res, located on ,�:r��� i�T. S, (IThe
project is generally described as:
"IC,v.��b�15S�
v-, o� 6((� . r�c�o,�.s �+�,,` a Z slruc •-cs c �-
`T . • ' � ,5rc) 5,4"{ b� v—+4q tc tV�, l �J� 5,v
Prior permits from this office:
PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE
PRIOR TO COMMENCEMENT OF CONSTRUCTION
® I hereby request a jurisdictional opinion from the District Coordinator or Assistant District Coordinator regarding the jurisdiction of 10
V.S.A. Chapter 151 (Act 250) over the project described above.
❑ Landowner/Agent El Permit Specialist E3 Other Person
1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST
FROM THE ANR PERMIT SPECIALIST, THE LANDOWNERIAGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR
INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL BOARD (ACT 250)
WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V.S.A. §6007(C)). (#47) —
Project: commercial ❑ Residential ❑ Municipal
Has the landowner subdivided before? ❑ Yes ❑ No
AN ACT 250 PERMIT IS REQUIRED: 'Yes ❑ No
BASIS FOR DECISION:
Whentwhere: # of lots:
Copies sent to Statutory Parties: ❑ Yes .%EQ-No
SIGNATURE: JJ DATE: ADDRESS: District # Environmental Commission
District Coordinator Telephone:
WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMITIAPPROVAL REQUIRED? 9Yes ❑ No
Wastewater System and Potable Water Supply Permit (#1 & #2)" ❑ Notice of Permit Requirements (deferral language ) (#2)
Floor Drains #1.2) ❑ Campgrounds (#3) ❑ Extension of sewer lines (#5)
REGIONAL ENGINEER ASSIGNED: (F� r 4
SIGNATURE: bL-tDATE: 6' (` ADDRESS: Dept. of Environmental Conservation
�9Environment As ance Division, Permit Specialist Telephone:
((❑ Wastewater Management Division, Telephone: OVER »»»»»»»
"NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK
http://www.anr.state.vt.us/dec/permit hb/index.htm