HomeMy WebLinkAboutSD-08-28 SD-08-29 - Supplemental - 0929 Shelburne RoadTHE MAIN STREET AMERICA GROUP Crusted
NGM Insurance Company • Old Dominion Insurance Company hoiCew
Main Street America Assurance Company • VISA Insurance Company
Information Systems and Services Corporation
Bond Number S-266960
SUBDIVISION/SITE PERMIT BOND
KNOW ALL MEN BY THESE PRESENTS, THAT, Merchants Bank as Principal, and NGM
Insurance Company, as Surety, are held and firmly bound unto the City of South Burlington as
Obligee, in the full and just sum of Eleven Thousand Three Hundred Forty Dollars ($11,340.00
) for the payment of which sum, well and truly to be made, the said Principal and Surety bind
themselves, and their respective heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, the Principal is the owner of a certain tract of land in South Burlington
more particularly described as follows: 929 Shelburne Road, South Burlington Vermont.
WHEREAS, The Principal has entered into an agreement with the Obligee, wherein the
Principal agrees to Cost of Demolition in said tract.
NOW, THEREFORE, the condition of this obligation is such that, if the Principal shall
faithfully perform the terms of said agreement on its part shall fully indemnify and save
harmless the Obligee from all cost and damage which the Obligee may suffer by reason of
failure so to do and shall fully reimburse and repay the Obligee all outlay and expense which
the Obligee may incur in making good and such default, then this obligation shall be null and
void, otherwise it shall remain in full force and effect.
The Condition of this obligation is for the term commencing on the 1st day of July,
2008 and ending on the 1st day of July, 2010.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument
this 9th day of July , 2008.
Merchants Bank
BY &�__
(title) Principal
NGM Insurance Company
Scott F. Boardman,Attorney-in-Fact
Keene Office
55 West Street, Keene, NH03431-3374 • (800) 258-5310
POWER OF ATTORNEY
NGM INSURANCE COMPANY
A member of The Ma Street America Group
S-266960
KNOW ALL MEN BY THESE PRESENTS: That the NGM Insurance Company, a Florida corporation having its principal office
in the City of Jacksonville, State of Florida, pursuant to Article IV, Section 2 of the By -Laws of said Company, to wit:
"SECTION 2. The board of directors, the president, any vice president, secretary, or the treasurer shall have the power
and authority to appoint attorneys -in -fact and to authorize them to execute on behalf of the company and affix the seal
of the company thereto, bonds, recognizances, contracts of indemnity or writings obligatory in the nature of a bond,
recognizance or conditional undertaking and to remove any such attorneys -in -fact at any time and revoke the power
and authority given to them."
does hereby make, constitute and appoint Scott F Boardman its true and lawful Attorney -in -fact, to make,
execute, seal and deliver for and on its behalf, and as its act and deed bond number S-266960 dated July 9 , 2008
on behalf of Merchants Bank
in favor of City of South Burlington
for Eleven Thousand Three Hundred Forty and 00/100 Dollars ($ 11,340.00 >
and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrument was signed by the duly authorized
officers of the NGM Insurance Company; this act of said Attorney is hereby ratified and confinned.
This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by the Directors
of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977.
Voted: That the signature of any officer authorized by the By -Laws and the company seal may be affixed by facsimile to any
power of attorney or special power of attorney or certification of either given for the execution of any bond, undertaking,
recognizance or other written obligation in the nature thereof; such signature and seal, when so used being hereby adopted
by the company as the original signature of such officer and the original seal of the company, to be valid and binding upon
the company with the same force and effect as though manually affixed.
IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Senior Vice President and its
corporate seal to be hereto affixed this 1" day of March, 2007. ; �
NGM INSURANCE COMPANY By:
e ++ nff
Susan Mack F'1111 )`
F
Senior Vice President .�
State of Florida, Row
Ifiltlltt11 O
County of Duval
On this I s' day of March, 2007 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly
commissioned and qualified, came Susan Mack of the NGM Insurance Company, to me personally known to be the officer described
herein, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me fully sworn, deposed
and said that he is an officer of said Company, aforesaid: that the seal affixed to the preceding instrument is the corporate seal of said
Company, and the said corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority
and direction of the said Company; that Article V, Section 2 of the By -Laws of said Company is now in force.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed by official seal at Jacksonville, Florida this 1st day of March, 2007.
_NP.A. Harr -all
? Commission t DD464125
yam: Expires August 21, 2009
I, Brian J Beggs, Vice President of the NGM Insurance Company, do hereby certify that the above and foregoing is a true and correct
copy of a Power of Attorney executed by said Company which is still in force and effect. IN WITNESS WHEREOF, I have hereunto
set my hand and affixed the seal of said Company at Jacksonville, Florida this 9 day of July , 2008
1923
WARNING: Any unauthorized reproduction or alteration of this document is prohibited.
TO CONFIRM VALIDITY of the attached bond please call 1-603-358-1343.
TO SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene, NH 03431 Attn: Bond Claim Dept.
or call our Bond Claim Dept. at 1-603-358-1206.
THE MAIN STREET AMERICA GROUP Qrusted
NGM Insurance Company • Old Dominion Insurance Company hoiCew
Main Street America Assurance Company • VISA Insurance Company
Information Systems and Services Corporation
Bond Number S-266958
SUBDIVISION/SITE PERMIT BOND
KNOW ALL MEN BY THESE PRESENTS, THAT, Merchants Bank as Principal, and NGM
Insurance CompanX, as Surety, are held and firmly bound unto the City of South Burlington as
Obligee, in the full and just sum of Seventeen Thousand Dollars ($17,000.00 ) for the payment
of which sum, well and truly to be made, the said Principal and Surety bind themselves, and
their respective heirs, administrators, executors, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, the Principal is the owner of a certain tract of land in South Burlington
more particularly described as follows: 929 Shelburne Road, South Burlington, Vermont.
WHEREAS, The Principal has entered into an agreement with the Obligee, wherein the
Principal agrees to provide Landscaping in said tract.
NOW, THEREFORE, the condition of this obligation is such that, if the Principal shall
faithfully perform the terms of said agreement on its part shall fully indemnify and save
harmless the Obligee from all cost and damage which the Obligee may suffer by reason of
failure so to do and shall fully reimburse and repay the Obligee all outlay and expense which
the Obligee may incur in making good and such default, then this obligation shall be null and
void, otherwise it shall remain in full force and effect.
The Condition of this obligation is for the term commencing on the 1st day of July"
2008 and ending on the 1st day of July, 2011.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument
this 9th day of !"l , 2008.
Merchants
rchants Bank
� (title) -
Principal
NGM Insurance Company
Scott F. Boardman,Attorney-in-Fact
Keene Office
55 West Street, Keene, NH 03431-3374 • (800) 258-5310
NGM INSURANCE COMPANY
A member o1 The Main $tsar America Group
POWER OF ATTORNEY
S-266958
KNOW ALL MEN BY THESE PRESENTS: That the NGM Insurance Company, a Florida corporation having its principal office
in the City of Jacksonville, State of Florida, pursuant to Article IV, Section 2 of the By -Laws of said Company, to wit:
"SECTION 2. The board of directors, the president, any vice president, secretary, or the treasurer shall have the power
and authority to appoint attorneys -in -fact and to authorize them to execute on behalf of the company and affix the seal
of the company thereto, bonds, recognizances, contracts of indemnity or writings obligatory in the nature of a bond,
recognizance or conditional undertaking and to remove any such attorneys -in -fact at any time and revoke the power
and authority given to them."
does hereby make, constitute and appoint Scott F Boardman its true and lawful Attorney -in -fact, to make,
execute, seal and deliver for and on its behalf, and as its act and deed bond number S-266958 dated July 9 , 2008
on behalf of Merchants Bank
in favor of City of South Burlington
for Seventeen Thousand and 00/100 Dollars ($ 17,000.00 >
and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrument was signed by the duly authorized
officers of the NGM Insurance Company; this act of said Attorney is hereby ratified and confirmed.
This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by the Directors
of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977.
Voted: That the signature of any officer authorized by the By -Laws and the company seal may be affixed by facsimile to any
power of attorney or special power of attorney or certification of either given for the execution of any bond, undertaking,
recognizance or other written obligation in the nature thereof, such signature and seal, when so used being hereby adopted
by the company as the original signature of such officer and the original seal of the company, to be valid and binding upon
the company with the same force and effect as though manually affixed.
IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Senior Vice President and its
corporate seal to be hereto affixed this 1" day of March, 2007.
NGM INSURANCE COMPANY By:
W
�,,,,auxw,q,
% N...��
Susan Mack 1st
Senior Vice President-,
State of Florida, �hkRnn�M.
County of Duval
On this 1" day of March, 2007 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly
commissioned and qualified, came Susan Mack of the NGM Insurance Company, to me personally known to be the offitegdescribed
herein, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me fully sworn, 4posed
and said that he is an officer of said Company, aforesaid: that the seal affixed to the preceding instrument is the corporate seal of said
Company, and the said corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority
and direction of the said Company; that Article V, Section 2 of the By -Laws of said Company is now in force.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed by official seal at Jacksonville, Florida this 1st day of March, 2007.
P. A. Harrell
Commission # DD464125
Expires August 21, 2009
'�r 1„• a— T., r.. hrv.roa. - 800'"S.,019
1, Brian J Beggs, Vice President of the NGM Insurance Company, do hereby certify that the above and foregoing is a true and correct
copy of a Power of Attorney executed by said Company which is still in force and effect. IN WITNESS WHEREOF, I have hereunto
set my hand and affixed the seal of said Company at Jacksonville, Florida this 9 day of July , 2008 .
\�pp0&1111111pll6
=tll 192$ )i=
WARNING: Any unauthorized reproduction or alteration of this document is prohibited.
TO CONFIRM VALIDITY of the attached bond please call 1-603-358-1343.
TO SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene, NH 03431 Attn: Bond Claim Dept.
or call our Bond Claim Dept. at 1-603-358-1206.
1 �
Invoice Buckhurst Fish & Jacquemart, Inc.
115 Fifth Avenue
New York, NY 10003
Telephone # 212-353-7484
June 9, 2008
Invoice No: 362.07-0000002
Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington VT 05403
Project: 362.07 SB. Burlington Merchants Bank
Professional services from May
1, 2008 to May 31, 2008
Professional Personnel
Hours
Rate
Amount
Jacquemart, Georges
4.50
200.00
900.00
Totals
4.50
900.00
Total Labor
Total
this invoice
Outstanding Invoices
Number
Date Balance
0000001
5/15/08 1,400.00
Total
1,400.00
Billings to date
Current
Prior
Total
Labor
900.00
1,400.00
2,300.00
Totals
900.00
1,400.00
2,300.00
Post -it® Fax Note 7671
Date
# of
pages
To
From
Co./Dept.
Co.
Phone #
Phone #
Fax #
Fax #
900.00
$900.00
0712211/2008 TtT 15:56 FAX 8028623601
Z001i003
WHITE E RSS01IRTIS. IHI.
Realty Rd visors
Facsimile Transmittal
Please Hand Deliver immediately the following:
Time; �- � d25 �� �Date:
From:
Total pages in this transmission (including this cover Page):
Comments:
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Confidentiality Nate:
The information contained in this facsimile message is legally privileged and confidential
information intended only for the use of the individual or entity named above. If the
reader of this message is not the intended recipient, you are hereby notified that any
dissemination, distribution, or copy of this facsimile is strictly prohibited. If you have
received this telecopy in error, please immediately notify us by telephone and return the
original message to us at the address below via the U.S. Postal Service. Thank you.
168 Radars Shoot P. Q. BoK 10V lariingtao, Oermont 05402.1007 P: 117 8521M f: 802 W 3601
07/22/2008 TUE 15;56 FAX 8028623601
UL-22-2008 12! 52P FROM: CITY L, tOUTH BLFLIN 8e28464101 _ ! eG236 1
� 002/003
P.I
1t1YOt�� Buckhurst Fish & Jacquemart, Inc,
_..___... 115 Fifth Avenue
New York, NY 10003
Telephone 0 212-353-7484
June 19, 2008
invoice No, 362.07-0000003
Ray Selair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington VT 06403
Project: 362.07 SB. Burlington Merchants Bank
Professional servicett fr m J o J n8 30 2008
Professional Personnel
Hours Rate Amount
Jacquemart, Georges 2,00 200.00 400,00
Rabiee, Alireza 2.00 110,00 220.00
Totals 4,00 620,00
Total labor
Toaat this invoice
Billings to date Current Prior Total
Labor 620.00 1,400.00 2,020.00
Totals 620,00 1,400.00 2,020.00
Post- r Fax ore 7671
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$620.00
07122f 2008 TUE 15:57 FAX 80198628801
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MERCHANTS BANK
vondoz ID Vendor. Name R('(;•4UnL Number
9' 4 ht1C:;ttu;;^'T Plsrt 6 JAC*ULt4kR'P, INC
01voice No, ietvpiee Date DcscrSption
:tc�.0t-0R00U0? GJ4/YOOti ;y.
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36l.0'+••OUQOOD:i 6J19l2008
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TO THE �UCKHURST FISH & JACQUEMART, INC
QF'
OFt 17.5 FIFTH AVENUE
.NEW YORK NY 10003
t:,
Chock No. Check Oet.n
ISU508 6/2I/2008
Invoicc Amount Discount
5900.00 50.00
S620.D0 10,00
S.,S20.00 MOO
15050
Not A!nnpnt
s9oR.cD
yC17.R,0U
$1, 52,Q, 00
DATE AMOUNT
€/27/2008 S1,520.00
-q
AUT3fO R17.'EC1'91C-4M11ATUfiE
u' 50508u' 1:01 L6000 208:
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MERCHANTS BANK
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Wridor ID:,, j vendor Name
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Account: Numbar
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LneC:k Date
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Invoice tlate
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6lr7/2008
llesrrit�tion
Invoice Amount
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6/9/2008
3G?.O?-nn0Q003
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$900.00
50.00
5900100
SG7.4.04
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$620.00
0
0
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$2,520,00 $0.00 $1,520,00
Invoice Buckhurst Fish & Jacquemart, Inc.
115 Fifth Avenue
New York, NY 10003
Telephone # 212-353-7484
June 19, 2008
Invoice No: 362.07-0000003
Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington VT 05403
Project: 362.07 SB.
Burlington Merchants Bank
Professional services from June 1. 2008 to June 30 2008
Professional Personnel
Hours
Rate
Amount
Jacquemart, Georges
2.00
200.00
400.00
Rabiee, Alireza
2.00
110.00
220.00
Totals
4.00
620.00
Total Labor
Total
this invoice
Billings to date
Current
Prior
Total
Labor
620.00
1,400.00
2,020.00
Totals
620.00
1,400.00
2,020.00
Post -it® Fax fjote 7671
Data
# of
pages
(
From
7�
Co./Dept.
Co.
Phone #
Phone #
Fax #
Fax #
620.00
$620.00
.VERMONT
State of Vermont Agency of Natural Resources
Department of Environmental Conservation
WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT
LAWS/REGULATIONS INVOLVED
10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit
Wastewater System and Potable Water Supply Rules, Effective September 29, 2007
Chapter 21, Water Supply Rules, Effective April 25, 2005
Permit Number: WW-4-3109
Landowner: Martin's Foods of South Burlington, Inc.
c/o Hannaford Bros.
P.O. Box 1000, MS 9805
Portland ME 04104
This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-009357•C, and
referenced in deeds recorded in Book 4o8 Page 119 of the Land Records in South Burlington, Vermont.
This project, consisting of two lot subdivision identified as Lot #1 with the existing Burlington Plaza shopping
center and Lot #2 for reconstruction of a bank with a maximum of six (6) employees served by municipal water
and wastewater services located on 929 Shelburne Road in South Burlington, Vermont, is hereby approved
under the requirements of the regulations named above subject to the following conditions:
GENERAL
1. The project shall be completed as shown on the following plans and/or documents prepared by
Lamoureux & Dickinson Consulting Engineers, Inc. listed as follows: Project No. 07053, Slit. No. 1 of 1
"2 Lot Subdivision" dated 4/29/o8; Sheet number 1 of 8 "Overall Site Plan" dated 5/16/o8 last revised
6/16/o8; Sheet number 2 of 8 "Grading and Utilities Site Plan" dated 5/16/o8 last revised 6/16/o8;
Sheet number 5 of 8 "Details & Specifications" dated 5/16/o8 last revised 6/16/o8; and Sheet number 6
of 8 "Details & Specifications" dated 5/16/o8 last revised 6/16/o8.
2. 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.
3. This permit does not relieve the landowner from obtaining all other approvals and permits as may be
required from the Act 25o District Environmental Commission, the Department of Environmental
Conservation, Water Supply Division - telephone (802) 241-3400, Water Quality Division - telephone
(802) 241-3770, the Department Public Safety, Division of Fire Safety- telephone (802) 879-2300, the
Department of Health - telephone (802) 863-7221, and local officials prior to proceeding with this
project.
4. The conditions of this permit shall run with the land and will be binding upon and enforceable against
the landowner and all assigns and successors in interest. The landowner shall be responsible for the
recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of
this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit.
5. By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont
access to the property covered by the permit, at reasonable times, for the purpose of ascertaining
compliance with the Vermont environmental and health statutes and regulations.
6. In issuing this permit, the Division has relied solely upon the licensed designer's certification that the
design -related information submitted was true and correct, and complies with the Vermont Wastewater
System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be
revoked if it is determined that the project does not comply with these Rules.
Regional Offices - Barre/EssexJct./Riitla7id/Springfield/St. Johnsbury
,r
Wastewater System and Potable Wate; _'pply Permit WW-4-3109
Page 2 of 2
7. Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date
of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of
Environmental Court Proceedings.
WATER SUPPLY and WASTEWATER DISPOSAL
8. No permit issued by the Secretary shall remain valid after substantial completion of a potable water
supply and wastewater system until the Secretary receives a signed and dated certification from a
designer or an installer, as specified in the permit, 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; or record drawings and such record drawings are
in compliance with the applicable rules, were filed with the Secretary, and are in
accordance with all other permit conditions; were inspected; were properly tested;
and have successfully met those performance tests."
This shall be for the water and wastewater services for the proposed bank building.
9. The proposed bank is approved for connection to the South Burlington municipal water and wastewater
systems as depicted on the approved plans. The bank is approved for a maximum of 90 gallons of
water and wastewater per day. No changes to the water supply or wastewater disposal system shall be
allowed without prior review and approval by the Wastewater Management Division.
io. The connection of a sprinkler fire suppression system to a public drinking water supply system shall
require the installation and maintenance of back -flow prevention devices which conform to the
standards acceptable to the Department of Labor & Industry.
ii. This permit is based, in part, on a municipal approval for connection to their wastewater treatment
facility. If the municipal approval expires, and the municipality files a written request with the
Secretary, the Secretary will remove the sewage allocation for this project from the list of committed
reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality
renews its approval and does not request that the Secretary remove the sewage allocation for this
project from the list of committed reserve. Once the project is removed from the list of committed
reserve capacity, a new permit must be issued for the project. An updated application form and an
application fee will be required. The rules in effect at the time of the filing of the application for a new
permit will be applied to the project.
J 12. The existing Burlington Plaza shopping center reserves an allocation of 8,375 gallons of water and 8,771
gallons of wastewater per day. No changes to the water supply or wastewater disposal system shall be
allowed without prior review and approval by the Wastewater Management Division.
Laura Q. Pelosi, Commissioner
Department of Environmental Conservation
By
Ernest Christianson, Regiona EnJgineer
Dated July 18, 2008
cc: South Burlington Planning Commission
Lamoureux & Dickinson Consulting Engineers, Inc.
Act 25o District Environmental Commission #4
Department of Public Safety, Division of Fire Safety
VERMONT
State of Vermont
Ms. Lisa Miller
VP, Real Estate
Hannaford Bros. Co.
PO Box 1000, Mail Sort 6000
Portland, ME 04104
AGENCY OF NATURAL RESOURCES
Department of Environmental Conservation
Waste Management Division
103 South Main Street/West Building
Waterbury, VI' 05671-0404
(802) 241-3888
FAX (802) 241-3296
Chuck.Schwer(& state.vt. us
February 26, 2010
RE: Site Management Activities Completed
Site: Merchants Bank (Hannaford Property), 929 Shelburne Rd., South Burlington (SMS Site #2008-3860)
Dear Ms. Miller,
The Sites Management Section (SMS) has received the confirmation of monitoring well closure for the above
referenced site, which was submitted by Environmental Compliance Services (ECS) and dated January 18, 2010.
Contamination was recently discovered at this property during the removal of a heating oil UST. Based on the
information we have received, the following conclusions have been made:
On August 29, 2008, an abandoned 1,000-gallon #2 heating oil UST was removed from the site. This
UST was discovered during the installation of a new storm water pipe. The tank was described as being
in poor condition. Soils screened for volatile substances using a photoionization detector (PID) had
readings up to 10 parts per. million (ppm). Some contaminated soils were stockpiled on the site.
Samples were collected from the groundwater surface, which entered the excavation at a depth of
approximately 8 feet below grade. Samples were analyzed for total petroleum hydrocarbons (TPH) and
volatile organic hydrocarbons (VOCs). The result of the water analyses revealed a TPH reading of 64
ppm and an elevated concentration of 1,2,4-trimethylbenzene. There were no exceedances of the
Vermont Groundwater Enforcement Standards (VGES) in the VOC sample. VT does not have an
established standard for TPH.
• In October, 2008, ECS initiated an expressway site investigation at the property to determine the full
extent of petroleum contamination, which included the installation of four monitoring wells in close
proximity of the former tank. The boring/well data confirmed that there was no significant impact to
groundwater or soils in this area from the abandoned tank.
• ECS confirmed the monitoring wells at the site were properly closed on January 18, 2010.
• No unacceptable risk to human health or the environment is believed to be present due to any residual
contamination remaining at the site from the 1,000-gallon heating oil UST.
Based on the above, the SMS is assigning this property a Site Management Activity Completed (SMAC)
designation. The SMAC designation will not release the owner(s) of the property from any past or future
liability associated with the petroleum contamination at the site. It does however, mean that the SMS is not -� 3
OVER—,*:
f+ w`
Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury
Merchants Bank
February 26, 2010
Page 2 of 2
requesting any additional work in response to the contamination discovered during the removal of the UST in
August, 2008.
Please feel free to call myself or Ashley Desmond of the SMS at (802) 241-3888 if you have any questions.
4Si re ,
Chuck Sch er, Section Chief
Sites Management Section
c: Elizabeth Erickson, ECS (submitted via e-mail)
DEC Regional Office — Essex Junction (submitted via e-mail)
Gary Dean, Merchants Bank (submitted via e-mail)
South Burlington City Council
South Burlington Health Officer
Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury
July 17, 2008
Stephanie Hainley
David G. White & Associates
PO Box 1007
Burlington, VT 05402-1007
Re: Minutes — Merchants Bank
Dear Stephanie:
For your records, enclosed is a copy of the approved June 17, 2008 Development
Review Board meeting minutes.
If you have any questions, feel free to contact me.
Sincerely,
Betsy cnough Brown
Planning & Zoning Assistant
Encl.
675DO"32t Straot 31-th 9,urlington, VT 05403 Rol 8tl _14S. ,08 fax 5C2.53 .4tt11 www.atsurECOm
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SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD
17 JUNE 2008
8. Continued Design Review Application #DR-08-03 of Patrick Malone
requesting design review approval for the exterior modifications to a 33,733
sq. ft. building consisting of office and retail food use, 222 Dorset St. The
subject property falls within Design District 1 of the City Center Design
Review Overlay District:
Ms. Hainley advised that the applicant had spoken with the artist and got a revised
drawing for the artwork at a lower cost. It will be installed within a year.
Ms. Quimby moved to approve Design Review Application #DR-08-03 of Patrick
Malone subject to the stipulations in the draft motion. Mr. Farley seconded. Motion
passed unanimously.
�. Preliminary Plat Application 4SD-08-28 and Final Plat Application #SD-08-
29 of Merchants Bank for a planned unit development to amend a previously
approved plan for a 100,932 sq. ft. retail building (40,205 sq. ft. vacant) and a
1000 sq. ft. bank with a drive -through facility. The amendment consists of:
1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the existing
bank building, and 3) constructing a new 2120 sq. ft. bank building with a
drive -through facility, 929 Shelburne Rd:
Mr. White showed the location of the new building. The existing bank would continue to
operate while the new building is built. It would then be demolished.
There have been extensive discussions regarding the traffic overlay issues, and there is
now an agreement.
Mr. White said that philosophically they have no issue with connecting to the adjacent
property, but since there is no specific plan, they can't give a definitive answer. Mr.
Dinklage noted the Board's desire to pursue this in the future.
Ms. Quimby moved to approve Preliminary Plat Application #SD-08-28 and Final Plat
Application SD-08-29 of Merchants Bank subject to the stipulations in the draft motion.
Mr. Farley seconded. Motion passed unanimously.
10. Sketch Plan Application #Sd-08-33 of Birchwood Properties, Inc, for a
planned unit development to construct a 25,685 sq. ft. general office building,
65 & 103 Bowdoin Street:
Mr. Marshall said the applicant has been awarded the bid for the Homeland Security
building in Meadowland Business Park.
Mr. Dinklage noted the applicant is presenting 3 options for the plan. Mr. Marshall said
the main difference between options 1 and 2 is access. Option 2 has a dead-end road, and
Bruce Hoar would have to weigh in on that. Option 3 makes the building more energy
merchants
BANK
July 10, 2008
Attention: Ray Belair
City Of South Burlington
Planning and Zoning
575 Dorset Street
South Burlington, VT -5403
Re: Merchants Bank Shelburne Road Project
I believe Stephanie T. Hainley of David G. White & Assoc., Inc. applied for the zoning
permit for the Merchants Bank's project. She indicated she has dropped off the
application but she did not have the check at the time.
Please let me know if there are any questions.
Sincerely,
Ga W. Dean
Facilities Manager
Merchants Bank
Note: Sorry about Dick Wards name on the check. Our check running system had some
older information in it.
P.O. Box 1009, Burlington, VT 05402
Member FDIC 0 Equal Housing Lender 802.658.3400 800.322.5222 mbvt.com
MERCHANTS BANK
C
150508
Vendor ID Vendor Name
Account Number
Check No. Check Date
9744 BUCKHURST FISH & JACQUEMA.RT, INC
150508 6/27/2008
Invoice No. Invoice Dated
Description
Invoice Amount Discount
Net Amount
362.07-0000002 6/9/2008 !
$900.00 $0.00
$900.00
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362.07-0000003 6/19/2008
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MERCHANTS
BANK
Vendor ID
Vendor Name Account Number
Check No.
Check Date
9744
BUCKHURST FISH & JACQUEMART, INC
150508
6/27/2008
Invoice No.
Invoice Date
Description Invoice Amount
Discount
Net Amount
362.07-0000002
6/9/2008
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Merchants Bank - Fee Itemization
July 10, 2008
Waste Water Connection Fee $36.00
Zoning Permit App Fee $223.00
Fire Protection Impact Fee $280.63
Total $539.63
State of Vermont Agency of Natural Resources
Department of Environmental Conservation [phone) 802-879-5656
Wastewater Management Division [fax] 802-879-3871
Essex Regional Office
iii West Street
Essex Junction, VT 05452-4695
www.septic.vt.gov
July 8, 2008
Martin's Foods of South Burlington, Inc.
c/o Hannaford Bros.
P.O. Box i000, MS 9805
Portland ME 04104
RE: WW-4-3io9, Burlington Plaza two lot subdivision; Lot #i with existing Burlington Plaza and Lot #2 for
reconstruction of bank, municipal water and sewer, no increase in flows located at 929 Shelburne Road
in South Burlington, Vermont.
Dear Applicant:
We received your completed application for the above referenced project on July 3, 2oo8, including a fee of
$210.00 paid by check #21844. Under the performance standards for this program, we have a maximum of 45
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 45 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: South Burlington Planning Commission
Patricia Coburn
Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury
CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD Report preparation date: June 12, 2008
\drb\sub\merchantsbank_prelim_final.doc Plans received: May 23, 2008
929 SHELBURNE ROAD
PRELLIMINARY PLAT APPLICATION #SD-08-28
FINAL PLAT APPLICATION #SD-08-29
Meeting date: June 17, 2008
Agenda #9
Owner Applicant
Martin's Foods of South Burlington Merchants Bank
c/o Hannaford Bros Co Attn: Gary Dean
PO Box 10000 MS 9805 PO Box 1009
Portland, ME 04104 Burlington, VT 05402-1009
Contact Property Information
David G. White Tax Parcel 1540-009357 C
David G. White & Associates Commercial 1 Zoning District;
168 Battery Street Traffic Overlay District
PO Box 1007 PUD: 12.02 acres
Burlington, VT 05402-1007 Leased Lot: 1.02 acres
Location Map
CITY OF SOUTH B URLINGTON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\prelim final doc
Merchants Bank, hereafter referred to as the applicant, is requesting preliminary and final plat
plan approval for a planned unit development to amend a previously approved plan for a
100,932 sq. ft. retail building (40, 205 sq. ft. vacant), and a 985 sq. ft. bank with a drive -through
facility. The amendment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2)
razing the existing bank building, and 3) constructing a new 2120 sq. ft. bank building with a
drive -through facility, 929 Shelburne Road.
The proposal was heard for sketch plan review on April 1, 2008 (minutes attached).
Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as
Staff, have reviewed the plans submitted on May 23, 2008 and have the following comments.
Zoning District & Dimensional Requirements:
Table 1. Dimensional Requirements
C1 Zoning District
Required
Existing Proposed
PUD New Lot
Min. Lot Size
4,000 S.F.
12.02 acres 1.02 acres
Max. Building Coverage
40%
19.6% 7%
Max. Overall Coverage
70%
91.6% 51.3%
Front Setback
50 ft.
>50 ft >50 ft.
�l Side Setback
10 ft.
>10 ft. >10 ft.
Rear Setback
30 ft.
>30 ft >30 ft.
Front Yard Coverage
30%
62.1 % 17.9%
Max. Buildin Hei htF
40 ft.
32 ft.
4 zoning compliance
PLANNED UNIT DEVELOPMENT STANDARDS
Pursuant to Section 15.18 of the Land Development Regulations the Development Review Board
shall consider the following in its review of subdivision and Planned Unit Development (PUD)
applications:
Sufficient water supply and wastewater disposal capacity is available to meet the needs
of the project in conformance with applicable State and City requirements, as evidenced
by a City water allocation, City wastewater allocation, and/or Vermont Water and
Wastewater Permit from the Department of Environmental Conservation.
CITY OF SO UTH B URLING TON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\prelim final doc
Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed
development. Prior to final plat approval, the applicant must obtain final water allocation approval
from the South Burlington Water Department.
The South Burlington Water Department reviewed this early set of plans and provided comments in
a letter dated May 31, 2008 (attached).
1. The applicant shall adhere to the comments of the South Burlington Water Department as per
the letter dated May 31, 2008.
The applicant has obtained final wastewater allocation approval.
Sufficient grading and erosion controls will be utilized during construction and after
construction to prevent soil erosion and runoff from creating unhealthy or dangerous
conditions on the subject property and adjacent properties. In making this finding, the
DRB may rely on evidence that the project will be covered under the General Permit for
Construction issued by the Vermont Department of Environmental Conservation.
The applicant has submitted an erosion and sediment control plan.
2. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03
of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the
standards set forth in Section 16.04 of the South Burlington Land Development Regulations.
The project incorporates access, circulation and traffic management strategies sufficient
to prevent unreasonable congestion of adjacent roads. In making this finding the DRB
may rely on the findings of a traffic study submitted by the applicant, and the findings of
any technical review by City staff or consultants.
Access to the property is proposed via two curb cuts from a private access drive that connects from
Shelburne Road to Queen City Park Road. Access to the larger PUD is provided to Shelburne
Road, Queen City Park Road, and most recently, through an access to Hannaford Drive.
Staff notes that the access and circulation to the site will be significantly improved over the existing
conditions. Access to the facility is now at a greater distance than currently exists. There is no curb
cut directly from the main access to Shelburne Road, a curb cut which had presented safety
concerns and queuing issues.
Vehicle circulation on the site is two directional in the southern portion of the parking lot but shall
only be permitted in one direction around the building. Staff finds the circulation acceptable.
A walkway is proposed to connect to the existing sidewalk on Shelburne Road and is now properly
demarcated on the plans.
Traffic
The subject property is located in Traffic Overlay District 3, per an attached memo from JuliBeth
Hinds.
CITY OF SOUTH B URLINGTON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\prelim final doc
The applicant has submitted a memo from a local engineering consulting firm which provides a
background of the site and an assessment of the proposed new building. The Board invoked
technical review of the proposal and the applicant's traffic engineer has been working with the
City's traffic consultant towards an agreed approach.
Per the attached memo from Lamoureux and Dickinson, both parties are in agreement to use the
grandfathered traffic budget of the existing Burlington Plaza of 1,052 vte/hour. Both parties also
agreed that the existing and proposed trip generation should be based on ITE trip generation rates
using a full -occupancy assessment of the plaza's historical uses.
Staff is satisfied with the traffic reviews.
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. In making this finding the DRB shall utilize the provisions of Article 12 of
these Regulations related to wetlands and stream buffers, and may seek comment from
the Natural Resources Committee with respect to the project's impact on natural
resources.
There are no wetlands, streams, wildlife habitat, or unique natural features on the site
The project is designed to be visually compatible with the planned development patterns
in the area, as specified in the Comprehensive Plan and the purpose of the zoning
district(s) in which it is located.
The proposed use (drive -through bank) is a permitted use in the C1 Zoning District. The project is
in compliance with the uses and goals specified in the Comprehensive Plan.
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 is very little open space on this site as it is covered by 88.6% impervious surface. The
green spaces that are provided are contiguous and exist mainly along the entrance drive to the
PUD. Staff finds the existing plan acceptable; however, at such time as the existing retail
building on the site is redeveloped in any form, staff recommends that the Board examine ways
to improve compliance with this criterion at that time.
The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee
to insure that adequate fire protection can be provided.
The South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated
April 16, 2008 (attached).
3. The applicant shall adhere to the comments of the South Burlington Fire Chief per the letter
dated April 16, 2008.
CITY OF SO UTH B URLING TON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\prelim final doc
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 properties.
Staff previously urged the Board to mandate an access easement to the abutting property to the
north at 919 Shelburne Road, known as the Tire Warehouse. This property has serious
problems with exiting traffic which wishes to head northbound on Shelburne Road. The City has
consistently sought and obtained shared accesses which would allow properties best and
proper access to traffic signals.
The Board decided not to do so at the sketch plan review.
Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is
consistent with City utility and roadway plans and maintenance standards.
The City Engineer has reviewed the sketch plans for the proposed project and issued a memo
dated February 7, 2008. The applicant made the requested changes and no further action is
necessary.
4. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed
more than 30' above ground level and the maximum illumination at ground level shall not
exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land
Development Regulations, indirect glare produced by illumination at ground level shall not
exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average.
The applicant has submitted lighting cut sheets and a point -by -point plan with the submittal of
the sketch plan application. They are in compliance with the SBLDR.
The project is consistent with the goals and objectives of the Comprehensive Plan for the
affected district(s).
Staff finds that the proposed project is consistent with the goals and objectives of the
Comprehensive Plan for the C1 Zoning District.
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. Pedestrian movement is adequate.
CITY OF SO UTH B URLING TON 6 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\prelim final doc
According to Table 13-1 of the Land Development Regulations, the drive through bank (to which
the bank is part of the KMART PUD requires 5.8 parking spaces per 1,000 SF of GLA. Therefore,
the 2121 SF of GLA shall require a total of 13 parking spaces. The applicant is proposing a total of
19 parking spaces on the lease lot. This criterion is met.
The applicant is also proposing temporary parking on the KMART lot to be used during the
construction process (see sheet 8).
(b) Parking shall be located to the rear or sides of buildings to the greatest extent
practicable.
Most of the proposed parking is located to the rear or side of the proposed building.
(c) 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.
Staff feels the height and scale of the proposed building are compatible with the site and the
existing buildings in the area. The height of the building will be within the limits of the SBLDR.
(d) 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.
(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 has submitted architectural details of the proposed structure
(f) 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.
The applicant has submitted architectural details of the proposed structure
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.
See staff notes above in relation to this issues. Staff strongly urges this connection to the north in
order to improve access and circulation of the properties and to be in compliance with this criterion.
CITY OF SOUTH B URLINGTON 7 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\prelim final doc
(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.
Staff has already stated that 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).
The plans show an enclosed dumpster on the northeastern corner of the property
(d) Landscaping and Screening Requirements
Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the
Land Development Regulations. The landscape plan and landscape budget shall be prepared by a
landscape architect or professional landscape designer.
The applicant has submitted a landscaping plan and itemized planting budget as part of the sketch
plan application. Based on estimated construction costs of $950,000, the minimum landscaping
budget shall be $17,000. The applicant is proposing $20,220 in landscaping.
The City Arborist has reviewed the plans and provided comments in a memo dated June 4, 2008
(attached).
5. The applicant shall adhere to the stipulations of the City Arborist. The plans shall be revised
accordingly.
Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be
specified and located in an area that will minimize the potential for run-off. The plans depict
snow storage areas on the lease lot, and per the direction of the Board at the sketch plan
review, also the entirety of the PUD.
6. Snow storage shall be limited to those areas designated on the plans.
Other- Drive -Thu Facility
Per Section 5.01 of the SBLDR all applications for a drive -through facility shall be subject to
conditional use review and the following restrictions:
(a) Compliance with Traffic Overlay District Provisions, if applicable;
This continuing to be addressed.
(b) Compliance with an approved access management plan, providing for curb cut
consolidation and secondary access;
CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\prelim final doc
The access management plan appears sufficient with respect to curb cuts and number of
accesses.
(c) Mandatory technical review by a traffic consultant to determine adequate stacking
lane length and aisle width.
The applicant should provide comments from their engineer addressing this criterion.
Again, the proposal shall be evaluated for conditional use review:
a. the capacity of municipal or educational facilities
Staff does not feel that this project will adversely impact this criterion
b. the planned character of the neighborhood
Staff does not feel that this project will adversely impact this criterion
c. traffic on roadways and highways in the vicinity
As previously noted, this shall be reviewed by outside technical review.
d. bylaws in effect
This proposal is in compliance with the bylaws.
e. utilization of renewable energy resources
Staff does not feel that this project will adversely impact this criterion
Other- Phasing and Demolition
The applicant is actively working with staff on the phasing of building and demolition on this site. At
this time, and because this is a matter of Administrative Officer approval of compliance, this is not
an issue that the Development Review Board needs to address further. Section 13.09(E)(3) of the
Land Development Regulations require the posting of a two-year bond for the cost of removing
the existing building.
8. Prior to permit issuance, the applicant shall post a two-year bond for the cost of demolishing
and removing the existing building.
Some of the parking for the new building is proposed to be located in the current location of the
current building. During demolition, these spaces will not be available. Adequate parking spaces
are shown on the adjacent lot to be used until the existing building is removed.
RECOMMENDATION
Staff recommends that the Board approve Preliminary Plat Application #SD-08-28 and Final Plat
Application #SD-08-29 subject to the conditional items in this report.
Respectfully submitted,
Cathy(
(n La Rose, Associate Planner
Copy to: David G. White, Contact
DEVELOPMENT REVIEW BOARD
1 APRIL 2008
Continued Sketch Plan Application 4SD-08-07 of Merchants Bank for a
planned unit development to amend a previously approved plan for a
100,932 sq. ft. retail building (40,205 sq. ft. vacant) and a 724 sq. ft. bank
with a drive -through facility. The amendment consists of 1) enlarging the
hank's leased parcel to 1.02 acres, 2) razing the existing bank building, and
3) constructing a new 2121 sq. ft. bank building with a drive -through facility,
929 Shelburne Rd:
Mr. White showed an ortho photo of the site including K-Mart and the approximately 1-
acre bank site. He noted that it is an almost 100% paved site. Mr. White indicated the
curb cuts into the bank area and into the uncontrolled area.
The applicant proposes to build on the northern end while continuing to keep the existing
bank open. They would retain the street trees on Shelburne Rd. and create green space
where the current bank is located. They would create controlled curb cuts into the new
bank. Drive -up lanes would be on the north side of the building. The ATM would
become a drive -up facility.
Stormwater would be addressed with a new state of the art system including grass swales
and holding/settling tanks discharging into a catch basin and then offsite.
Mr. White said the applicant is requesting subdivision as part of the approval. He also
asked to combine preliminary and final plats.
Mr. White said that ultimately they will have a snow storage plan for the rest of the
property. It doesn't make sense at this time.
Regarding the easement between the 2 properties Mr. White said it is the intent of the
property owner to redevelop this property but there are no specific plans, so there is no
sense of where a connection would be. There is also a very steep grade between this
property and the Tire Warehouse which could lead to a not -so -desirable short cut.
Regarding traffic, Mr. White said that all of their data shows there will be no increase in
traffic as a result of this project. Growth in banking is in the on-line and phone
transaction areas. Traffic counts at 2 banks in the area that have expanded (next door and
one in Williston) show no increase in traffic and actually a slight decrease. Mr. White
said he would be comfortable with technical review.
Ms. Quimby said that because of the 2 curb cuts so close together she felt there should be
just one-way traffic, with angled parking. Mr. Dinklage said the problem is that people
don't conform. Mr. White said there isn't an enormous amount of traffic, and he felt it
would work smoothly.
Mr. Belair felt that Mr. White's assessment of the adjacent property connection had some
valid points.
'DEVELOPMENT REVIEW BOAR-'
1 APRIL 2008
Ms. Quimby moved to invoke technical review for traffic. Mr. Farley seconded. Motion
passed unanimously.
Mr. Dinklage said the applicants could combine preliminary and final plat at their own
risk.
12. Appeal #AO-08-01 of Wesco, Inc., appealing the issuance of Notice of
Violation #NV-08-04 by the Administrative Officer for numerous violations
at 1118 Williston Rd. and
13. Appeal #AO-08-02 of Premium Petroleum, Inc., appealing the issuance of
Notice of Violation #NV-08-05 by the Administrative Officer for numerous
violations at 1118 Williston Road:
Mr. Simindinger cited the long history of court cases regarding this property. He didn't
understand why Premium Petroleum has been cited as they only own the underground
tank.
Mr. Belair said he was surprised to find the property in violation. He then reviewed the
violations he found as follows:
In 2007, the applicant got permission to construct a canopy. Because this is a structure, a
Certificate of Occupancy is needed. The canopy is currently being used without a CO.
In the summer/fall of 2007, piles of dirt were placed on the west side of the property to
the point that it became "an event." The dirt was later smoothed over and seeded. Since
approval is needed to change the grade when there is more than 20 cubic yards of fill
involved, the appellant is in violation.
An existing sign was replaced in 2004.
Behind the building there are 2 HVAC units, ground mounted. They are not on the
approved site plan. These are considered structures/outside storage of equipment and
must be shown on the plan.
There is also storage of components of refrigeration units which are not shown on the
plan approved by the Environmental Court. They were never approved by the DRB.
The dumpster enclosure approved by the Board was 10'x15' with the long leg paralleling
Williston Rd. This was reconstructed to 9'x18.5' with a different orientation. No
approval was given for the change.
Mr. Simendinger said they got approval to put up the canopy. Because of weather, there
was a delay in construction of the canopy. He asked for a temporary Certificate of
Occupancy but was denied because of other problems on the site. As the weather is
getting better, they will finish the construction.
M
May 31, 2008
Ms. Patti Coburn
Lamoureux & Dickinson Consulting Eng.
14 Morse Drive
Essex Jct. VT 05452
RE: Merchants Bank
Dear Patti:
The South Burlington Water Department has reviewed the final plans for the above
referenced project. Please find my comments below and refer also to my February 4,
2008 letter for those pertinent comments not addressed here.
1. 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, henceforth the "Backflow Ordinance." Please contact this department
for more information on the installation and proper setting of backflow prevention
devices.
2. The above referenced CWD Specifications state that no water lines shall be
installed after November 15 or before April 1 without prior approval of the
Superintendent. The appropriate CWD Supervisor may restrict work before
November 15 and after April 1 during adverse weather conditions.
3. The proposed two-inch (2") water line shall be pressure tested prior to backfilling.
The line shall be pressure tested in two parts: (1) between the corporation and
curb stop; (2) between the curb stop and building. Any leakage shall be corrected
and the line retested before backfilling.
4. A tapping saddle with corporation shall be used for this two-inch (2") tap.
5. The existing water service shall be shut off at the curb stop, and the line cut and
crimped after the new building is constructed and before the existing building is
demolished. The SBWD shall remove the existing meter and remote before
demolition begins.
6. The existing water service is connected to a "shared" water service with the Tire
Warehouse. The SBWD's responsibility ends at the nearest curb stop on the
existing water service line, thus making our responsibility consistent with the
Water Ordinance, from the main to the curb stop. Any service line work from the
downstream side of the curb stop and beyond is the responsibility of the owner(s).
r
7. The applicant, developer or owner of record shall procure all permits, licenses,
and easements that may be required to complete planned construction, including
State Agency of Transportation permits.
8. Prior to any building construction, the building contractor must contact this
Department to discuss City requirements for meter sizing, meter settings, and
backflow protection.
9. Further review changes may be required as this project proceeds through the
permit process.
If you have any questions or I can be of further assistance, please call me.
Sincerely,
Jay Nadeau
Superintendent
CC. Cathyann LaRose
Bruce Hoar
Doug Brent
Plan Reviews: Merchants Bank 5-08
Merchant Bank Landscape Review 6/04/08
Lamoreaux & Dickensen Consulting Engineers
The plan looks good overall with the following recommendations:
1. May want to consider a substitute for Viburnum dentatum, as it is very susceptible to
Viburnum leaf beetle and will probably require an annual spray program to maintain
plant health
2. Likewise, Pinus mugho is also susceptible to a number of insect pests and may also
require spraying to maintain health
3. Recommend including a clause stipulating when trees and shrubs are to be
planted(preferably the final step in the construction process)
j-
South ildington Fire Depart,., ent
575 Dorset Street
South Burlington, VT 05403
(802) 846-4110
Douglas S. Brent, Fire Chief
April 16, 2008
Mr. Ray Belair, Planning and Zoning Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington, Vermont 05403
Re: Merchants Bank, Shelburne Road Branch
Dear Juli:
I have reviewed the plans for the proposed construction of the replacement for the
Merchants Bank on Shelburne Road. At this point the plans seem to be OK and I have
the following recommendations:
1. Compliance with all requirements of the Division of Fire Safety codes and
standards.
2. Automatic sprinklers as required by the Division of Fire Safety.
3. Fire Department Sprinkler Connection location to be specified by SBFD.
4. Full code compliant Fire Alarm System per NFPA 72.
5. Fire Alarm System panels and enunciator location(s) to be specified by SBFD.
6. Provide an emergency key box(s) for the building, location to be specified by
SBFD.
7. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and
protection systems.
8. If an elevator is proposed the elevator car(s) to be sized large enough to
accommodate an ambulance stretcher in the flat position.
9. Trees, fences and floral outcroppings should be placed so as not to interfere with
the deployment of fire suppression equipment such as hoselines, portable and
aerial ladders and other equipment.
Page — 2
Currently these seem to be the major issues which present themselves. As this
project moves forward additional items may surface which can be dealt with as needed
with the assistance of the owner and the Division of Fire Safety.
Should you need any further assistance on this project please feel free to contact
me.
t��
Douglas S. Brent
Fire Chief
Cathyann LaRose
From: ray
Sent: Friday, June 13, 2008 8:41 AM
To: Cathyann LaRose
Subject: FW: Merchants Bank / Burlington Plaza trip generation
Ray Belair
Administrative Officer
City of So. Burlington
802-846-4106
From: Georges Jacquemart [mailto:G.Jacquemart@bfjplanning.com]
Sent: Tuesday, May 13, 2008 4:15 PM
To: Roger Dickinson
Cc: ray
Subject: RE: Merchants Bank / Burlington Plaza trip generation
Hi Roger, I reviewed your memo. I think it is fine except I would suggest that table l be called "Existing Burlington Plaza Peak
Hour Trips" and that you include the traffic generation of the existing bank (based on ITE rates and the # of drive-in lanes). Table
2 then presents the peak hour trips for the future with the new Bank building (and the new # of drive-in lanes)
For the internal traffic (existing and future) you should follow the ITE methodology for calculating internal trips. When I
mentioned the internal percentages I meant to apply the 5 to 10% to each trip exchange. The attached spreadsheet shows the
methodology. You can use the spreadsheet and just replace the uses, floor areas, generation rates, etc. We translated the graphs
that are in the ITE Handbook into excel spreadsheet formulas. This would actually increase the number of internal trips. Let me
know if you have any questions
Georges Jacquemart
Principal
BFJ Planning
115 FIFTH AVENUE
NEW YORK, NY, 10003
T: 212.353.7477
F: 212.353.7494
E: G.Jacquemart@bfjplanning.com
VVVVW.BFJPLANNING.COM
From: Roger Dickinson[mailto:roger@Idengineering.com]
Sent: Tuesday, May 13, 2008 8:11 AM
To: Georges Jacquemart
Subject: Merchants Bank / Burlington Plaza trip generation
Good morning Georges,
Attached is a draft of a technical memorandum that we have developed based on our telephone conference call with Ray Belair
and David White last week.
Please review and let me know if we've covered all the bases to your satisfaction. If so, we would then officially submit it to the
City for final review.
6/ 13/2008
$4
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I
LEGEND
3B' CRAP
SITE
PROJECT PROPERTY LINE '.: \ Ca M1m18t.88
THE CONTRACTOR SHALL NOTIFY •DIGSAFE• AT
- LEASE LOT BOUNDARY 1/ \ 1-8BURLINGTON EXCAVATION. PRIOR TO ANY EXCAVATN. (I
ABUTTER PROPERTY LINE /' SOUTH R T
B IF REET
BUILDING SETBACK LINE ORAINAGE EASEMENT TO VERMONT 1!4( 24• RCP
w-w-R-R EXIST. FENCE AGENCY OF TRMSPORTATbN 'I\ QUEEN CITY
EXIST. CONTOURS PARK ROAD 1'
UTILITY POLE HUMANE SOCIETY OF •P ce 4m.les.zs uEw sTMH ws
1 Im. ou11Y•180.15
~ CHITTENDEN COUNTY, INC. cBm.,asb4 \\ RIM•tB).So �- _.
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_ 4 OF 8 LIGHT GRID
HUMANE SOCIETY OF I g - N� E w - r1lNOOD 5OF8 ROAD AND WATER DETAILS & SPECIFICATIONS
CHITTENDEN COUNTY, INC. I r E 6 OF 8 SANITARY, STORM AND MISC. DETAILS &SPECIFICATIONS
7 OF 8 EROSION AND LANDSCAPING DETAILS & SPECIFICATIONS
M SNOW STORAGE (SHADED EAT I CB,km184.96 MAPLE' -
UMITS OF SNOW STORAGE v H a-•1)B.aeI I 8 OF 8 PHASING, DEMOLITION AND TRAFFIC CONTROL PLAN
'3 TO BE RE -DEFINED IF BURLMGTON 6 'b M 2a'•1tT96 LEAF
ri PL VACANT SPACE BECOMES OCCUPIED I S MOTEL 'I Of � 2 -LOT SUBDIVISION
\ S1(IPCO, INC.
I / NIF I I EXISTING UTILITIES AND SITE INFORMATION WAS OBTAINED FROM THE
FOLLOWING PLANS:
is • i m y° ' I 1. "ALTA/ACSM LAND TITLE SURVEY. BURLINGTON PLAZA, 935947
I L S" : / + •y' ..�1a0' SHELBURNE ROAD, SOUTH BURLINGTON, V, BY RONALD E. GAUTHIER,
u°
' ^( I l T•L S., DATED JANUARY 1997.
I I
T�IJAI CHARLES & JANET
IRE' REHOUSE Z, 'SITE PLAN', TRUDELL CONSULTING ENGINEERS, INC.,
i ! DATED 8/18/2000.
cT � IMs16 At / 1 /
N'FR�1L
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( SIDEWALN
TO CHAMPLNN w I y 4 �- t.. I SEE SHEET 2 FOR A1TN: ANDE A. SMITH
WATER DISTRICT r ,*� I ..`9a v I ( i /I lI P.O. BOX 1000, �B1IRLINGTON VT 05402.1009
/ , I '/L DETAILED SITE LAYOUT MS 04 MAY WITHIN THE LEASE LOT PORTLAND, ME 04104
/
/ aH STATISTICS
2
�' PROJECT T
a .y '/� z5e.4x ZONING DISTRICTS COMMERCIAL 1 -RESIDENTIAL 15 C�
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AND BORES
POSED LOT #+ 11.16 ACRES
j- I I I PROPOSED LOT 112:1,02 ACRES
N/F I E • I ..` -� I 7 I I : I MINIMUM REQUIRED SETBACKS: FRONT 50 FT
r I I 'I LALI TAHAMI SIDE 10 Fr
C 1 i I / 111 111 krvaft tY•26/3B N/F REAR 30 FT
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SIDEWALK ALLOWED EXISTING PROPOSED PROPOSED PROPOSED
^ COVERAGE:
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1.
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( IN FEET I
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TOTAL LOT COVERAGE
FRONT YARD COVERAGE "
70%
W% 82.3% 33.2% 59.8%
17.9%
32 FT
r
PAULINE MAXIMUM BUILDING HEIGHT:
RO ' IN THE ABOVE
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35 FT
TABLE DOES NOT INCLUDE DRIVE THROUGH CANOPY OR COVERED
�('EMSTING BUILDING
y TO BE REMOVED f - _-l.1 w
s
CANNIZZ BUILDING COVERAGE
I N/F FRONT PORCH. LOT #2 BUILDING COVERAGE WITH CANOPY AND COVERED PORCH - 7.0%
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REQUIRED PROVIDED
13 19 SPACES
SPACES
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MN ren•zro2s
(5.8 SPACES PER 1,000 SF GFA)
Im_ aub1ap,,e
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PROPOSED EP WIDE SENER EASEMENT N
TO LOT w2 CENTERED ON PPE I
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I� MHllm•208.32
BREWER PARKWAY
ow
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BURLINGTON SAVINGS BANK
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Inv. aub198b3 PAVED
N/F
Date RCVItlIOn
BY
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Mv. vuo-18eb5
GB KmT-2 3
These plan shall only be used for the Purpose shown below
JOLLEY ASSOC
Yw.a .53
M. 1:Y•2O/t2'w204.43
Sketch/Concept Q Act 250 Review
N/F
I
(] Preliminary Q Construixion
�1
Final Local Review Q Recnrd Drawing
EASEMENT TO VERMONT
AGENCY OF TRANSPORTATION
Z
0
PrBJect No.
07053
MERCHANTS BANK
sL
Design
N
SHELBURNE ROAD SOUTH BURLINGTON, VT.
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OVERALL SITE PLAN
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5.16-08
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ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE
* N. 7501 * :
GWL
Lamoureux & Dickiusoe
Consulting Engineers, Inc.
+"= 50'
Sheet number
WITH 11,E CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR
WATER LINES AND APPURTENANCES, HENCEFORTH
�� �
Id Morse Drive, Fsaex, VT 05452
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THE INSTALLATION OF
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THE'CWD SPECIFICATION".
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LEGEND
--41.
SEE PLAN SHEET 1 FOR
PROPOSED STORMWATER PIPE
PROJECT PROPERTY LINE
CONNECTION TO EXISTING
STORMWATER SYSTEM
NEW DUMPSTER IN FOUR SIDED ENCLOSURE
- - ABUTTER PROPERTY LINE
CHAIN LINK FENCE WITH VINYL THE CONTRACTOR SHALL NOTFY'DIGSAF
���
PRIVACY SLATS FOR SCREENING. GATE ON 1-BB8-DIO-SAFE PRIOR TO ANY EXCAVATION.
P IHIGHVAC
- - - LEASE LOT LINE
8• GATE VALVE
SOUTH SIDE). SEE LANDSCAPING PLAN FOR
- - - - - BUILDING SETBACK LINE
- I I
NEW STORMWATER STORAGE TANK p2
(SEE DETAILS ON PLAN SHEET 8)
ADDITIONAL SCREENING ON NORTH AND
EAST SIDES
EXISTING CONTOURS
fi ^~ UTILITY POLE
- EXISTING HYDRANTS WATER VALVE
NEW STMH k1
RIM = 198.3
12' INV . IN • ,.4 S
15' INV OUT •18800
i
I l I
l l } ,'
II
I
/ "
/ ANEW STORMWATER STORAGE TANK IFt
(SEE DETAIL ON PLAN SHEET 8)
SEE FOUNDATION PLAN FOR
DRIVE-THRU SLAB ELEVATIONS
I
NEW U.D. CLEAOUT
INV • 197.00
-S-Q-$- EXISTING SEWER LINE 8 MANHOLE 6• C900 INV. IN •188.00
l I NEW U.D. CLEANOUT
- p ---[]-- p - EXISTING STORM LINE 8 CATCH BASIN 8' PERF SDR 35 (SOUTH) I I r INV • 189.00 / "
EXISTING GAS VALVE 8' PERF SDR 35 (EAST) 21' i INV • 195.00 \ /
IN -IN NEW GAS SERVICE LINE
8
PROPOSED LIGHT INV. IN • 188.50
6 --w /
EXISTING TREES �
a = JI
:P I ) W �-STORAGE �
1N NEW WATER LINE, HYDRANT 8 VALVE END E
- - E - -
-SS- NEW SEWER LINE 8 CLEANOUT I - - -
DEPRESS (0 ' E (� EXISTING SMH
Oil
_ = _ _ - NEW STORM LINE B CATCH BASIN CURB RIM • 206.42
- - - - - - - - UNDERDRAIN WITH CLEANOUT IV
PROPOSED ADA COMPLIANT I 1 / )) 7�r�Jl CANS I I
SIDEWALK RAMP WITH DEPRESSED CURB I �/ ,'
DIRECTIONAL SIGN I I lv } iI
.I �} NEW UNDERGROUND I
SEEEXITIDOSIG NOT ENTER �i11 "- (1� 4" WHITE L E
SEE SIGN EXHIBIT E II � 7'�. �7 PAVEMENT ELECTRIC, TELEPHONE AND
2 / I ! } Iv I CABLE TV LINES
1 1/2' THICK TYPE III I MARKING pF.
4' TOPSOIL AND WEARING COURSE NEW CBM2 I I I AC x 202.5 / ) EXISTING CB RIM • 208.08
PLANT DENSE GRASS SEE SITE PLAN 2-THICK TYPE 11 SEE OTHER DETAILS FOR RIM • 200.50 l� _ I
FOR GRADING BASE COURSE CONCRETE CURB AND SIDWALK 8' INV IN • 198.00 �INIT r } I �- J 12" INV-204.38
' INV I�OUT • 19S.60 I BUILDING 2,120 SF / MIN. S•1/8'/FT 11 I I (DOES NOT COVERED PE CANOPY OR / I H; NEW STAIRS AND HAND RAIL
• I / �' B FFE • 203.0 RCHI (DESIGN BY OTHERS)
) •' I I N /
IK NEW SEWER CLEANOUT
8" SDR 35 PVC STUB I RA L INV • 197 35 I NEW RETAINING WALL
I
FOR FOOALUMINUM PICKET FENCE
TING DRAIN "I I - " g. WITH 4' HIGH BLACK
SLOPE T MATC NO I CONNECTION. SEE i I I '^ } - III I Ilr aox
GRADE OF PAVEMENT
I ARCHITECTURAL , , PROPOSED (SEE DETAIL ON SHEET 7) INSTALL NEW 2' TYPE K COPPER
PLANS FOR DETAILS I / CANOPY I WATER SERVICE BY DIRECTIONAL
MIRAFI 50OX FABRIC OR I ON FOOTING DRAIN I p!'10 I I / I BORE INSIDE 8' HDPE SLEEVE.
01.8 TOP OF SOUTH WALL
EQUAL WITH MINIMUM 18' SUBGRADE NOTE: I ( 1 5 ELEV • 207.0 CONTRACTOR TO VERIFY EXISTING
OVERLAP AT JOINTS WHERE FILL MATERIAL OR BACKFILL MATERIAL IS REQUIRED ENTER SIGN 201 8 I ,P I WATER MAIN LOCATION AND PIPE
SEE SIGN EXHIBIT C s" I - SIZE PRIOR TO CONSTRUCTION.
6" PERF. PVC SDR35 (ASTM UNDERDRAIN WITH 3/4%1 TO ACHIEVE THE REQUIRED SUBGRADE ELEVATION, I )" coW / I �o•
F750) OR PE (AASHTO 1/Y CLEAN STONE GRANULAR BACKFILL FOR STRUCTURES, VAOT SPEC. 7D4.08 I { / )rV
M294-B) TYPES WRAPPED IN MIRAFI 140N SHALL BE USED. E D DEPRE ED I I yet 102 LF 8• HDpE SLEEVE
CONNECTED TO BASINS 6, FABRIC OR EQUAL. CORB I I NEW'Y TYPE K ) 0 W I
AS SHOWN ON PLANS PROVIDE 12' FABRIC I I I COPPER WATER I Q I
}� DIRECTIONAL SIGN { /�
_ E OVERLAP A7 JOINTS I N SERVICE / } Q ?
H i 8' •PIPE DIAMETER ) I " } SEE SIGN EXHIBIT D _= a♦ I- CONTRACTOR TO REPLACE
MINIMUM WIDTH I } I I �� PHASE
_ / /') Nt I ~ LJ,f EXISTING SIDEWALK DISTURBEDBY
.
_C I / I 0 THE RECEIVING PIT EXCAVATION.
TYPICAL DRIVE AND PARKING AREA CROSS SECTION I ) I �'ii} S I�`- .�_ im ANDJ ROUTEJERSEY BARRIERS ALONG 0 -- CONTRACTOR SHALL USE SHEETING
�'•• 7 AS NECESSARY TO
NEW U D I �• / pj m "'� D. PROTECT THE ROADWAY AND
NITS CLEANOU7 =II y •-/ 8' I J O q
I - - _ NEW •PER SD_R S UD 1 = ly a TRAFFIC.
•'�••••� INV • 196.0 1 • •- _ - 201.8 u5�2
{I
I(� BNOW ST RA / NEW U.D. CLEANOUT
- - - _
NOTES N I NEW U.D.CL CLEANOUT to I
Y m
� I I _. a . EA �
EW CBNt r �_T-: -I' Iir-� INV •19700.,
1. PROPERTY BOUNDARY INFORMATION, EXISTING UTILITIES AND SITE RIM 199.50 r NEW SEWER I / E I L-�~ CB RIM • 208.50
INFORMATION WAS OBTAINED FROM THE FOLLOWING PLANS: 12" INV OUT • 195.50 I ' C EAN L - - I / j I w } 17 INV • 204.90
6"INV. IN • 195.80 I
A) •ALTA/ACSM LAND TITLE SURVEY, BURLINGTON PLAZA, 935-947 SHELBURNE
ROAD, SOUTH BURLINGTON, VT", BY RONALD E. GAUTHIER, L.S., DATED JANUARY ) ` •�/
1997.
B) "SITE PLAN", TRUDELL CONSULTING ENGINEERS, INC.,
DATED 8/16/2000. / R=30' ' / - -�. �. j I I NOTE:
/ a _ I ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE
2. A FLOOR DRAIN WILL BE INSTALLED IN THE BATHROOM WHICH WILL BE CONNECTED ) O 1 195 _ ` - r I WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR
TO THE MUNICIPAL SEWER SYSTEM. ' ' l� ; � Yl m 3 I THE INSTALLATION OF WATER LINES AND APPURTENANCES. HENCEFORTH
r THE'CWD SPECIFICATION'.
3. SEE PLAN SHEET 3 FOR LIGHTING AND LANDSCAPING.
4. IT IS THE INTENT OF THE MERCHANTS BANK TO HAVE THE EXISTING BRANCH REMAIN I,' j I / AI IDE • woq fF hStgByq 1 (�
OPEN DURING CONSTRUCTION. THEREFORE THE PROJECT WILL BE CONSTRUCTED IN i' NEW SEWER ? R �
PHASES. SEE PLAN SHEET 8. I / ICLEANOUT
INV • 195.80 / EXISTING / -
5. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND. / BURLINGTON %1
% ADA COMPLIANT I PLAZA SIGN EXISTING SMH RIM • 209.34
LIMIT OF SAW CUT INV OUT • 200.06 Mq Y
SIDEWALK RAMP \
/ (TYPICAL) -/ 1 s8
BEGIN NEW �> \ �'Y (`- �• ��'^�{t,�r(�
PLUG EXISTING SEWER } RETECURB JJ
iCONNECTION AT MANHOLE I j I City of
- - - -- _ - _ 5 -'�► (PHASE 11) --
-- ,` i� 1 So
EXISTING SMH
r ----
- ------M----ISIDEWALK - T _ I ) s a wcA for Purpose a wn ow
�� 1 Dete
RY INV OUT • 194.18 _ - � EXISTI ri _ 11 � SkelcWCloveept� hEl e Act 250 Review
-� _ �I me u
-� - - O c n
on
Prcnminary
/ _ - . �`^..' - ���•s"? -� - Final Local Review wing
' Record Drawing
\-^
-' Z Protect No.
r _
1 v � O
EXISTING SM L - MERCHANTS BANK L 8 D
RIM • 203.63 I
NEW 8" PVC SEWER �
SADDLE WYE 12" INV OUT • 196.53
EXISTING MAIN LINE'S
ELEVATION APPROX.-195.07 I n SHELBURNE ROAD SOUTH BURLINGTON, VT. PLC_
Dmwv
GRAPHIC SCALE
as
( IN FEET )
1 Inen - 20 1L
CATCH BASIN
INLET
PROTECTION
(TYPICAL)
I I
I I
PHASE I SILT I �'
FENCE
I
INSTALL EROSION CONTROL MEASURES AND STORM PIPE
CONNECTION TO THE EXISTING BURLINGTON PLAZA STORM
SYSTEM PRIOR TO COMMENCING SITE WORK ON LOT #2. SEE
PLAN SHEET 8 FOR DETAILS ON DEWATERING.
r
SOIL TYPES
KEY
TYPE / DESCRIPTION
ERODABILITY FACTO
HnA
HINESBURG FINE SANDY LOAM
0.24
BIA
BELGRADE AND ELDRIGE SOILS
0.49
BIC
BELGRADE AND ELDRIGE SOILS
0.49
THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT
1-888.DIGSAFE PRIOR TO ANY EXCAVATION.
INGRAPHIC SCALE
LANDSCAPING SCHEDULE
�ryA„ B—I dN C—. Name IsIo, BemarhF
QY°n
Tyner
AL
Ame(anchier (aevb
Allegheny Smfrobmy
I is"to 2" Caliper
B&B, Minimum 6' Blothing Height, single of
10
GB
Ginkgo blloba
Ginkgo
2 - m 3" Cn%pm
B$8, Minimum 6' enrwhivg Height
2
GD
Gymmx'ladia dloleur
Kmtueky CoReetree
2Yi" w 3" Caliper
B&B, Minimum 6' Benching Height
2
SAraA
IV
J/u vertklllam
Womorbmty
24"-30'Height
Plmt culnivue'AOerelow'evd'Jim Doody'
36
JH
Jun(p,n—hortmrralb
Cr p. Juniper
18".24"Height
B&B aCmnmer
12
PM
Pl—mugo—mngho
DWerf Mop Pine
24'-30"116ght
S&BaC—ine+
18
RA
Rho+aromanca'Gro "o,'
Dwarf Fngnol Suomc
2V - 30" Height
B&B or C000i.—
12
SB
Spiroea+ buma/da:Inth, yW—
Anthony Wawm Storm
18'-24"Height
B&B or Cameinar
14
SC
.TymP6orfcarp "hens ldl
Cbemdt Conlbemy
Ig'-24"Height
B&B or Caueioer
26
SJ
gpi—JApoNea
Jepeame Spine
24"-30"Height
B&B or Cotton r
19
SM
.Tyringa meyerl'Po!lbin'
Dwmf V—Lilac
2P-30"Height
B&Ba Cmwirm
32
TO
ZbuJa acldenml&
Arbmvitee
36" - 42" Height
B&B err Cmwhsr, Full
24
VD
PaeWRlab
Viburnum don—.
B G
Amowwaod Viburnum
30"-36"Height
B&B or Cmnmm, INmt Ir manta
21
CV
Co"W&verticillala' Moonbemn'
Caeopsie
01 Cmmina
10
HE
Herne 1fil
Drylily
1.2 Fm Division. NSP5 Cunt
User Onto an Timnon'.'SwOa POW & TinItt iuw.
PbM I8' on Conner
21
MS
MJscanlhw+immrr&
MaidenM1air Gress
2 Year, I eallm Plmt
Plem I8" on cemm
10
SS
Salvias.. perba
Purple Sege
#1 Cmteincr
10
SE
&dum+'Buby Glaw'
Stone m
#ICmwiam
10
LUMINAIRE SCHEDULE
LEGEND
_
PROJECT PROPERTY LINE
—_ —
ABUTTER PROPERTY LINE
—
LEASE LOT LINE
— — — — —
BUILDING SETBACK LINE
EXISTING CONTOURS
UTILITY POLE
LIGHT POLE
(Fa�.�,i�
EXISTING TREES
+�
(�.�
PROPOSED TREE
00
PROPOSED SHRUB
CONSTRUCTION LIMIT
EROSION MATTING
SILT FENCE
OCATCH
BASIN INLET PROTECTION
STABILIZED CONSTRUCTION EXIT
SOIL MAPPING BOUNDARY
TOPSOIL STOCKPILE
KEY
LOCATION
STYLE
CATALOG
POWER
BULB TYPE
QUANTITY
MOUNTING XDGHT
TILT
❑
CANOPY CEILING
COOPER LIGHTING
PORTFOLIO, M5324. OPTION O
100 WATTMETAL
XAUOE
IIm
POST MOUNTED
CANOPY CEILING
RUUD AREA CUTOFF LIGHT
RUUD RECESSED LIGHT
AC 425—M
R7F28
250 WATT
20 WATT
I METAL HALIDE
CdAPACT FLUORESCEN
4
5
2V
9.
10
0'
0'
0'
Q
CANOPY CEILING
RUUD RECESSED LIGHT
R7F28
28 WATT
COMPACT FLUORESCEN
2
3
0'
Q
BOLLARD LIGHTS
RUUD SECURITY BOLLARD LIGHT
H —
70 WATT
L H
5
I
I
IELECTRICAL
I
I
I
I
SYSTEM SERVING
�I
I
II
7
I
I ,
I
I
1
n'
20'
15" DIA. PRECAS
CONCRETE FOOTING
24"
BD'
CUT—GfF LUINNAIRE
(SEE SITE PLAN FOR
LOCATION. TYPE & POWER)
IF LIGHT POLES ARE
GREATER THAN 5' MOM
PAVED AREAS. THE
FOOTING HEIGHT CAN
BE REDUCED TO 6"
ABOVE FINISHED GRADE
='�Z:EW:.2', CONDUIT FOR
ELECTRIC SERVICE
PARKING LOT LUMINAIRE DETAIL
NITS
EROSION PREVENTION AND SEDIMENT CONTROL PLAN
GENERAL NOTES
1. THIS PROJECT QUALIFIES AS A "LOW RISK' SITE UNDER THE VERMONT
CONSTRUCTION STORMWATER PERMIT PROGRAM, COVERAGE UNDER GENERAL
PERMIT 3-9020 MUST BE OBTAINED PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST
COMPLY WITH THE "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND
SEDIMENT CONTROL" PUBLISHED BY THE VT DEC WATER QUALITY DIVISION.
2. A SEDIMENT CONTROL BARRIER SHALL BE INSTALLED ALONG THE WEST SIDE OF
DISTURBED AREA
3. THIS PROJECT WILL NOT HAVE DISTURBED EARTH IN ANY ONE LOCATION FfftrRE
THAN 14 CONSECUTIVE CALENDAR DAYS WITHOUT TEMPORARY OR FINAL IT
STABILIZATION.
S. THE LIMITS OF DISTURBANCE WITHIN THE LEASE LOT SHALL BE MARKED WITH /
ORANGE CONSTRUCTION FENCE. �1
6. SEE PLAN SHEET 8 FOR DEWATERING PLAN AND LOCATION OF EQUIPMENT SJ�I
AREA. SEE PLAN SHEET 7 FOR EROSION CONTROL DETAILS AND SPECIFICAT
cit
MULCHING NOTES: Of
1. HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. SO. /�
��
2. EROSION MATTING SHALL BE PLACED ON ALL SLOPES STEEPER THAN 3H:1 V. �^
3. PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL BE STABILIZED WITH ✓P
TEMPORARY SEED AND MULCH OR EROSION MATTING. e(
NOTE:
ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE
WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR
THE INSTALLATK)N OF WATER LINES AND APPURTENANCES. HENCEFORTH
THE "CWD SPECIFICATION'.
THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT
14188-01134WE PRIOR TO ANY EXCAVATION.
I �
J '
0 0.6
0.#4 0 01-1ros- o. LEGEND
I 4 ..2 0+43 04 0. h12 0. 2 +o1 PROJECTPROPERTY LINE
1 +91 1.�7 1. 5 0.2 0.43 0+417--148-93-A�1 t7 0.�5 0. 0.�5 U 3 1 LEASE LOTLNEERTV LINE
- BUILDING SETBACK LINE
I 1 46 Alt 11+41 0.0 0.12 1.15 Q 0 0.44 0.12 0. t8 0. 040 0. 0. +Ol EXISTING CONTOURS
1 } ®O s® UTILITY POLE
1 2.� 3 218� .+6 11.�5 0.18 61 2.49 �. 6 0.+/6 0.110 0.11 0. 0. P 0.412 01 0 �! LIGHT POLE
1 4+01 - . _ 211..9 31 e .+36 0.+/9 0.19 0.#4 0.18 t 0 + 0. 4 0. � EXISTING TREES
I F
1 _ 7051 1 3. i 0. 0� 0. 4 1.�6 1. 9 1. 6 2 0. 0 4; Jy-��
1 1 MID { { j PROPOSED TREE
1 •�-� 1• .tl7 2 5 1 2 1. 0. 0 7 �(
1 • •+ Q PROPOSED SHRUB
I1 0. 0 5: �i. ;° .35 . 8 . 8 1 012 + {{8 O
1 0. 1 2. :a
U
013 0 2 0 4 t - � � 1. 2A6 2116 117 0. 6
II 6 0. 47 9 48 44 ID A 0.+37 0.� 7&0, 0 0+11 0.94 010 0.+7 0.45 7 LUMINAIRE SCHEDULE
43 0.+/2 It 1f44 1.}t8 Al 0.tt+/4 0.tt+/0 0. 0.t}__ 0.{ }2 0. Z 0.{410.40 0+ +37 4 N
1 47 1.50 4, 1 ).�8 117 1+41 1.& 0.s9 1.15 1.3 1.+36 1.15 01tl0 Al 0.+351 0+ 0. { Q I
I 1 .51 2. r -4 44L- _ 110 A 135 1.� 00.57 0. 0.16 0. 2 0. o.0 �
4-
0+ 4.77 . 4 �. �. +31 .36 1. 5 0. 3 0. -Q o D LLI
+ + - + 0Z
-► I 4.; 11. ®4. 3 48 4.}16 149 0.46 0.9 0.f8 0. o
-Qf
T--- I 0. { Al1 0 .80. +155.182101100+420.15015d 0. 0. 1�m
{ { tt 1� { �= o
I i 10. 3 O.�6i O.UB 8 0, 0. �4 05 OA4 0100 0.U2 0. 1 1
0.2 0. 2 0.�1 4 0..15 0..t3 O.U2 0+01 d.{�4 0tt+01 01 + D
+01 Al Al Al di Al Al Al Al Al Al 00 O.U0 0 0
0.0 oto -d0--0.� A0-4G-a.� 010 -+01 o Leo o.�OJo.lo 0.�0 .� A0 .I
I}/ L0 00. 0.1'0 -e. Q1 �00.10do0100.10 A
�I oo 0-to o_A 0.�0 0 0 0 0 0. 0 0. 1 1 � C
'U o oV�c®
o NY �
City of So EUr/i
-- _----r----------- 1 .4 s I nWon
Date Remo. BY
_ - --- --
�' - 1� nv %ha used for p shown ow
- - p \ only arpase
��r, - - - - - O Sncmhinary, pt p Act 250 Review
Preliminary Q Coamu von
Fioa1 Local Review Q Record Drawing
J - O Projat No.
_ F 07053
MERCHANTS BANK Lbo
I I Design
Z SHELBURNE ROAD SOUTH BURLINGTON, VT. DPLC
rawn
O Drawa
U Lao
GRAPHIC SCALE 0 Checked
rUL
0 LIGHT GRID RJD
\\\\ of 1 a I � �. O
'1f \'CPy, F Date
yll�''gj i Z S18-0R
I mIN FEET
en - 20 1'L f. Ts01 * � 1 • a z0•
_ CmL _ Lamoureux & Dickinson
Consulting Engineers, Inc. sheet -her
` 14 Morse Drive, Essex, VT 05452 ,a n
,,,'�Ya I111\\\\ R02-R7R-0450 ...-LDeogia-mg.cam 4 of `�
KEY LOCATION STYLE CATALOG POKER BULB TYPE WANnTY MOUNTING HEIGHT J�T❑CANOPY CEILING COOPER LIGHTING PIXtTFOL10. My324, OPTION 0 100 WATT METAL HALIDE 4 l0'POST MWNTED RUUD AREA CUTOFF IICHTAC 42y-M Ty0 WATT METAL HALIDE 4 2O'CANOPY CEILING RUUD RECESSED UCHT p7F2ti a WATT COMPACT FLUORESCEN y 9'CANOPY CEILING RUUD RECESSED UGHT R7F28 8WATT COMPACT FLUORESCEN 2 10� BOLLApD Up1T5 RUUD SECURITY BOLL
ARD UGHT
H-
70 WATiAL
HLIO
GENERAL CONSTRUCTION NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. THE CITY OF SOUTH BURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CODE
REQUIREMENTS, CHAMPLAN WATER DISTRICT SPECIFICATIONS AND THESE PLANS.
2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFYTIE LOCATION OFANY
UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY TXGSAFE' AT 1ABBOIGSAFE PRIOR TO ANY
EXCAVATION. PRIOR TO CALUNG DIG SAFE IT 19 A REQUIREMENT TO PREMARK PROPOSED EXCAVATION
AREAS USING WHITE PANT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL
ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACBRIES M KNOW THE BMNDARES OF THE
PROPOSED EXCAVATION ACTIVITIES. PREMARKING IS NOT RECURRED IF THE ACTUAL EXCAVATION WILL BE
CONTINUOUS AND WILL EXCEED M FEET N LENGTH.
3. UTILITIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND
MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. MNTRACTM SHALL VERIFY THE EXACT
LOCATION OF SMITING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC
OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL
UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTIUTY OWNER.
0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES,
SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS
OTHERWISE NOTED ON THESE PLANS, THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS
AND TRASH FROM THE SITE UPON COMPLETION OF CONST WnM, UNLESS OTHERWISE DIRECTED BY
THE ENGINEER
5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST
CREATEDASAMSULTOF CONSTRUCTION ODES NOT CREATE A NUISANCEORASAFETY HAZARD. WHERE
AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED
TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP
ASPHALT ROADS WITH A POWER BROOM AS MST CONTROL.
8. ANY SURFACES. LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S
OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT
LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF
OPERATIONS.
7. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED AS A CONDITION OF STATE AND
LOCAL PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE
PLANS BE OBSERVED BY LAMQUREUX S DICKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF
THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
LAD WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE
TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY
OBSERVATION OF THE WORK AND TESTING IN PROGRESS.
B. FOR ANY WORN WITHIN THE PUBLIC RIGHT OF -WAY A MINIMUM OF ONE-WAY TRAFFIC SMALL BE
MAINTAINED AT ALL TIMES. CONTINUOUS TWO•WAY TRAFFIC WILL BE REGUMD AT NIGHT, DURING
PEAKH0JRS, AND WHENEVER POSSIS E DURING ACTUAL CONSTRUCTION ACTIVITIES, TEMPORARY
CONSTRUCTION SIGNS AND TRrIFFIC CONTROL SIGNS SHALL SE ERECTED BY THE MNTRACTM IN
ACCORDANCE WITH MUTCD STANDARDS.
S. TOASSURE COMPLIANCEWITHTHEPLAN(S),THECONTRACTORSHALLNOTIFYTEENGINEER24HMRSIN
ADVANCEOFSTARTIN ANY WORK, COMMENCEMENTOFCONSTRUCTION OF BUILDING, BEGINNING
INSTALLATION OF ANY UTILITIES, BRINGING N ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING.
AND FINAL INSPECTION.
10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED N
ACCORDANCE WITH THE LATEST EDITION OF THE TEN STATE STANDARDS -RECOMMENDED STANDARDS
FOR WATER.'
11. THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLANS. FINISH SLOPES, DITCHES AND DISTURBED
AREAS SHALL RECEIVE A MINIMUM OF 4' OF TOPSOIL AND SHALL BE FERTILIZED, SEEDED, LIMED. AND
MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS
INCLUDED ON THESE PUNS.
12. ALL FILL SHALL BE PLACED IN CINCH LIFTS AND THOROUGHLY COMPACTED TO m%OF MAXIMUM DENSITY
AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DOW STANDARD PROCTOR, UNLESS
OTHERWISE SPECIFIED.
13. PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER
14. PRIOR TO PAVING, ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SRALL BE RAISED TO FINISH GRADE.
15. BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO BS%OF MAXIMUM DENSITY. A MINIMUM
OF (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE
PRIOR TO INSTALLATION. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS,
16. AT COMPLETION OF GRADING, SLOPES, AND DITCHES, ALL DISTJRSED AREAS SHALL BE SMOOTH AND
FREE OF POCKETS WITH SUFMENT SLOPE TO ENSURE DRAINAGE.
WATER DISTRIBUTION SPECIFICATIONS
NOTE:
ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE
WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR
THE INSTALLATION OF WATER LINES AND APPURTENANCES, HENCEFORTH
THE •CWD SPECIFICATION'.
SOUTH BURLINGTON WATER DEPARTMENT'SBWD' SHALL BE NOTIFIED
PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS. MAIN LINE TAPS,
APPURTENANCES AND WATER LINE CROSSINGS.
NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE
APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE
SUPERINTENDENT MAY RESTRICT WORK BEOFRE NOVEMBER 15 AND
AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS.
1.1 GENERAL:
Tnb tlrn OWN m Wa me bboro IpmM antl m Wdol rwulrod hatM cpnpbb corwln,ron Of welslmeNa
antlw maw enwb "..mwtlon, b.c Ov, Byev 0W., hyd ebvxa 1end rotlwr
eppLMnWn ,mwsr farad 6w waemAln Wa ae In- m ft amwbd ddwlnp•. All MOOOl•eM
InWMdom must comply w IRA CAD SmdMtlom rm M 11 M aproved by me bul m *IpW wabre ,ft.
1.3 FITTINGS:
N by
u W (MAINS, crmmtlme, wb rowap*meter 1w Nema, wpwa arm aapb vawa ww mnWn anwnm San.
percent 0.10%) mW bed- K, a bee. NobW braes IKtlnpe wY M CemMMq BALM No1e0, Red
M ft*XW, or Cha #W water ObbkA eppmved wua, m 1,1" Iy N eocordrme wXh AW WA ,., N No;aed
Idea IRA N Mw msmnubcturoNname ortrodemenW- ft ebmpetl or ua mX. Mwrr meMbM
Itlenitlylrq iM Nole•tl brain wvx a1wY Wa M teat r abmpad on me mWIB.
1.8 WATER SERVICE CONNECTION
A GENERALREOUIREMENTS
DW ,V tr ehr Moll dW E,glxma NdI m Iwo NN (3l4'-2'1 caper type K urvkea ae Mlcaletl on ma Qmtr6a1
Ddwmpe m ae tlbwlW by me Enpneer. Eecn aerM:e enw mneb, of a rapomM, mmelap, mpprrobYN, eM e
cum bm Wm ervl® ratl. Crporalbn Yw Da eMtlletl b ma AC pipe by means of w ePpmvetl reppMN ewtlb.
B. CORPORATIONS
Comretlana ,III M Cembdtlpa Bmm Noleed, Red Had W.,Wdu*g 4381, or CMmpb want DIOtr
awrowtl wual, menubaumtl Fecmrtlame win AWWA CB00. CorpomWmenw heveMmWrmmea.. etloptedr
AWWA Fqurekl,ame YWtaMecompmelmAypa Atlmpama outlN. Bom lMN end outlet ehr MofMaama
Axe.
Capoatlana enw M dkectlybppad Ydo duclW tron pipe brWr than ek Nawe (e'1 N tlbmerer. h no olnr Naenm,
.xwrenabOPNB above andvWebufetl.antlatapMmetle antl acorpratlm Mereped wWmut me uxae
LTDOre emae.
C. CURBSTOPS
CUMmpe arl M CambMpe Na•e Nol , Red HW Ma Oa ft SB 5151I00151, r CM.Vb War Owlet
approved equal, manubcmrW Naccardlrx wM AWWAC000. CMbemp, aIW MawerterH pbpWeM
wnn.n-o•mBnym meL rMalabatw eMl omn bn SITS n.w. m,Nw ebD. No wbemp enw MwlM bAlbYm
tlmN M aervlm Bm. Bum lMa ant -,KAbO wmamp wW Mw mmpeeebn-IWw MWpe. TM1e lee Mad a nm
wda amD am now pTaNsbn fr M camacmn ae aemca rod.
D. SERVICE LINES
caper mGp M bm'K•, wX-bmpr, Oo gq m ASTM BBB. TM name mddamerk oliM menubmurr
ena niPa ehY M abmDed et regular Nrervaa abng me Bye.
E. CURB BOXES AND RODS
Gun boxes tllYMOl ma wtlNp wluMab6yye mP.aeaadluwnp hpn lw iwim eb faN (S'-S). TM Mm claw
IaxYree arrAHyDe we•rogavem m. sox from leatYp ab.my on ms mmMDp. The edlmbN. upperertlon enw
M ar,e Nml (1') N dbmeter br um Wm mrm-buMN end om Mn (3M' end 1'1 wnetom. Fr bryr wmamm. Me
uDDr tecllon ehw M om eM ano-loaMe Ndwe 11 1M'1 N tlbmar.
Sletlwry rode eXbmd ro me keY atM wre•top YY M HabbM •bM ant anal M Wry MMa (30•) N lenpm br
Ifaee-muren antl om Ycn (Sb' a^01') wnatroF rk nwny-four hdm• (24') Ia Wgar wnalape. lne mwF atM bm
anal De by •Muwef Wm me munbmww hm• pkp lym. TM vmm -WATER' eIW M NrxlMd an IRA mvr a me bm.
BOVI ms mvar eM die uPpr ewtlan ems Mx MY M,de ro M bmbtl wM an wurtype meW boar.
E9i9/[N�YK•1:F'll1RN1:•:.`L`lil::]K=
The Contrwmr ehY mNm r nauaury reps MKo ma watarmeN end wB NMell br aeN, W or uW en approved bme
carpoWm slap.
TM Con WWI dR, mrPecttlw lyq'K'copper.,Vba Plea m m, S•npw 1.1, wN." M pmneaM ro ma
Dre,s typ, wmalap vAm pXa ant wlb, br tlw eppraPleb typ�'N• mPmr erNu pp. Sua, cunamP YaN M bubd
na IBM men e4laet IB') bebw iM pwrm wHace rm YY M emeeYW from me wHau Mrwpn en aprawd vow
box
1.9 CONSTRUCTION METHODS
A INSPECTION AND TESTING
Al Ape OKI IMpa ehY M IROW d ant bead N wmmenm w th ms menufec •pewit tlan• eM ma
abdabntlomd AWWASP Mna TMf:mtraW wal NnYN 1pr approve lcrRcelbnbommepkl
menu) w Ml w Mb hew been pO-O! Wn MWWWY m•uW. P4=11 m, M Me Wd wYlwut me
E,~, r WWO, Autl,W,epP 6.
B. INSTALLATION
Py,A IOlnp•, wM emuod. Yr M urafk#y halwetl m NOM demepa. Pdr m me dab of ameptrm aft
DmNa wok by me Owmr, me Con,mdr ".W. r.1 new piper acce,mry bunt b M delewve a rry QTW
AWWApSW NareMtlon, at m expense to M Owner. N Nelabtlan arm Iwtlnp eMM M tl.r,e N ecmNanm wMn
AW WA bMrE CHS00 eM AR51 SperJlkYo, A21 t 1.
N pipes 8M 9a OWN M 11*Wd. Icracks Omar N iM pips, me Cmtrwmr maY.a hb own expeme ant
WIT ma epprova a IRA EnpYwr, ca W ms ntled podbM a a pow a kAa NaeNe Ntlwe (12') Irom ma Nebo
YmW a ms aaa aim ass me.mm pamon am. pb.. N Yau.M a*Iae enw M de.red a r brelpn m.aM
eM dY W Drlar ro InebMbn rm ,nw M kepi dean unW M iNro of emep,erx:e by me Qwr.
AI Y tlmee, w}rn ms pips bykp b rqt aawN N Prope,s, a,e open wb oliM pipe enY M Noeetl by lemporery
wel•rtlpM Mum
d nbypwX amr epprowMtl maamm. DIirps h" PN•eKI . �ThI We p1 lwDhe weMwloMrk k NWkKI M Mme DMpe eanntw arm1
1 e
WWm SRO. mm.MDawtrgM WMMvr rowan ws• urmr w.rermeNs, me webrmeh YY Da bid et wM en elevetlon ma tlr eoarn ant
wMrmdn b a brt 18 Narea above IRA tap of IRA eawr. Thb veMml mpamam Mel De mebrebed formal
Bowan a ms weMmaln bubo wIXIYI Ian Net Itrv1 nMxmtWy aenY sewer X aoaese.
TMro ehal M na phytlml mnnectlon eelwaen IRA dbtrbutlpn ,wlem ant any pyee. Dumps, M1ytlmnle, r terlk,
whbA ero euppYeO a mar M wppbd wlBl a waW ma b, r meY M, conremMlW. In Nar,cea IRA use of
anTr.m Bv,e Dr pb rwube hbMM. m• cantrear enell NrMY ena MW aN necanen eaepAm.
Al MrcN,q -.y abMartla enw M In mnmmAnu wlm w emYmde SWW end Fedora GuW- ant ea
.P- on me Pbn,.
TM Cmbecar e1W, at N Wm,, hasp ma Irchm erXlretY Bea a werer unB w work le MMW arm reedy M
MMIIYn2. AIbFme veMw apebwe Mve W, MWM, Bb Wd be antl amarema,mMMetl11WWI
u,,d mwbprape vMh, w/ror,wr..W*. m•bdleXcwebtl. E.g lnKxn. No becklRlpNMelowre0
unW em/ mnaele mamrey Ms eel rrlBJanW, ee daarmYwd by me Enpbwr.
N meMW mr eacxfKNp ehwMIreaaroute,eWmm, er,tl M1mt. MaWWOusedbrbaddMhgibnc aWM
e of •tone welpmng owr 30 pound,. No wm W meawMg over ou ant rr•hW MNee (1 1I21 In me I, IOW
dlmenelan OWN M dead e1mN me foe IV) a Xw pOOIW belnp M lkW.
BacldlN brwNpOIW.ehwMp-, W, bxal W-)leyere, eemv bwr MNp m gWym 0to ml W. men
85 percent a meYwm tlry OenNly ae MlemMtl Dy M MBHTO-T@B SMndeN ProM. Particubr Drers m
eMM M bMen N M pbmmM antl mmpacOOn a1M baddM mabdM In order mt m Mmape me am or etructum.
the MrAIB enw M broupnl uD ewMy. N waermeNa enw M Neleletl wFn • MYnum mwr tlean a eN IB).
SumM, exuwbtl maMeb na used far McxAl enY M Olepowtl a N a manor utlsieclory to me ErMlner. N
t1W0 matrW repol.hwMromovetl Prnptly antl dbmeetlammnd to MoblecusrebbrowuWmrb
IRA BMrN 0
pueYa
d 0 TM mnlyehw r a NYb, temprary WC approved by ma EryNeer el eY Bete veNas, cum
arom, wa ftand a w.renrla ro. IF— ab Nae.IB•l (B') ,bow IbWn prod. me m.rkr enw M eaame aawray
Name pound.
E. FROST PROTECTION OF SHALLOW WATERLINES
Warlm, wM bee men •M 1•N (8') a mwr over One crown, a wH1ero Mbelw on me Dlene, enY M Drobcbd
,paNa Dy In,bWYon or bur Ntll(4•)mbk Sryrobem sM Mubtlnp eheab wXh•IaW wldm afar bet
H')ab1m WBW 1M IOW dbmebr, glXawvr bproar. TheaM1eas enw Mgated, "I(B')aboveMown of
tlr manaWr mm of tlH atr Nth 8 ....1d a 1. Sown. Can ehw M a.rdaatlb M
Dectlm 1 9 bteN Y
CM _. _. brkfll ena Comm. owr me---Mreeb M DmvaM tl .. m me Swab. fry b
SM eneeb shay meet M wmproesMe strenpin ropudmeme aASTM D1621-73 end,hr M w mwulemurod M
Dw Ch
I4'1 I royMHbnd, MJJpanrq,IMKWnt.
wm m no pee eMN me w,lenm. Mw bee men Iwr ha
a1M pipe.
\ X. _2
\'MANUFACTURED POLYETHYLENE
SPECIFICATIONS:
1. PIT AREA TO BE BACKFILLED N (6) SIX INCH LIFTS B MECHANICALLY TAMPED
2. AT NO TIME SHALL ANY MATERIAL BE PLACED ON THE ROAD.
3. STEEL SLEEVE SWILL CONFORM TO AS.T.M. SPECIFICATIONS Ab3. WITH BLY-SUDED JOINTS. NTEFOOR OF
SLEEVE SHALL BE COATED N ACCORDANCE WITH A.W.WA 0.20-
4. PIPE WITYIIN SLEEVE SHALL BE SUPPORTED BY PREFABRICATED PVC OR PLASTIC SPACERS IN ORDER TO PROHIBIT
MOVEMENT OF PIPE IN ANY DIRECTION. THERE SHALL BE A MINIMUM OF TWO SETS OF SPACERS PER LENGTH OF
PIPE. EACH SPACER SHALL BE POSITIONED (4) FOUR FEET FROM PIPE ENDS.
PRIOR TO PAVING, THE PORTION
OF CURBING TO SE IN CONTACT
WITH THE PAVEMENT SHALL BE
COATED BIM EMULSIFIED ASPHAL
1/{' RADIUS �j
CEPRESREO CURB ..r/
CLASS B CONCRETE
CUT EDGE OF EXISTING
PAVEMENT BACK A MINIMUM
7 OF 12'. CLEAN AND TREAT
WITH EMULSION PRIOR TO PAVING
PAVEMENT BIAS M NT
_--_12----�
•� EXISTING GRAVEL`
NOTES : 4-CRUSHED GRAVEL FOR SUBBASE (704.05)
1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS
WITH 1/3' JOINT BETWEEN SECTIONS.
2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY
20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING
TO MSHTO DESIGNATION M-153 (1/2- SPONGE RUBBER OR CORK).
CONCRETE CURB AND
PAVEMENT REPLACEMENT
NTS
ASPHALT TREATED FELT TO BE
S. THE ENDS OF THE CASING SHALL BE SEALED WITH MORTAR
USED BETWEEN SIDEWALK AND
CONCRETE CURB.
TYPICAL JACKING PLAN
YXOTHAl s4OWN B' THICK, 4DDO PSI CONCRETE
NTS
1 4- IN 12- _
ROADSIDE CURB
B-j
(SEE DETAIL)
° •.
�.`:',
NEW SEWER PPE
�.•
(CENTER ONE LENGTH
12'
OVERWATERLINEI
MIN. 26' NICK CRUSHED GRAVEL
,r_
PER VT STATE SPEC #704.05
NEW WATERLINE OR SERVK:E
CENTER ONE LENGTH OF PIPE
NOTES.
CATCH
UNDER SEWER
BASH
MAINTAIN
1. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI AT 28 DAYS, MR
OR
MINIMUMS
ENTRAINED WITH AN ADMIXTURE PRODUCING AN AR CONTENT OF BETWEEN
MANHOLE
SEPAfAWN
FROM ALL
CENTER ONE LENGTH OF PIPE
3X AND 7a BY VOLUME.
BTRUCTURE9
OVER SEWER
2. HALF 'NCI (1/2') TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS
NOT EXCEEDING TWENTY FEET (20'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF
NEW WATERL INE OR SERVICE
ONE INCH (I-) EVERY FIW (5') FEET. CURB AND SIDEWALK SECTIONS SHALL BE
SEPARATED BY A PREMOLDED JOINT FILLER.
NOTE:
IF I B•OFVERTICAL SEPARATION CAN NOT BE
'Ir
3. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 26 DAYS), ALL EXPOSED
MAINTAINED, THE SEWER LINE SHALL BE
MIN.
SURFACES SHALL RECEIVE TWO COATS OF ANTI-SPALUNG COMPOUND.
CONSTRUCTED TO WATERLINE STANDARDS,A
NEW SEWER PPE
4. SEE ARONITECTUAL PLANS AND DETAILS AT BUILDING ENTRANCE LOCATIONS FOR
MINIMUM OF N FEET BEYONG EACH SIDE OF M
(CENTER ONE LENGTH
ADDITIONAL SIDEWALK FOUNDATION AND SUPPORT DETAILS.
FEET BEYOND EACH SIDE OF THE CROSSING.
UNDERWATERLNE)
SEWER / WATER SEPARATION DETAIL FOR CROSSINGS
N.T.S.
CONCRETE SIDEWALK DETAIL
19- RADIUS
TOPSOIL
! 9•
PAVEMENT -SEE PARKING LOT
-
CROSS-SECTION DETAIL
it
I '
-
PRIOR TO PAVING, THE PORTION
OF TO BE IN INTACT
WITTHE PAVEMENT SHALL BE
COED WITH EMULSIFIED ASPHALT
CURBING
10•
TTI rCRUHED GRAVEL SUBBASE
T. I (VAOT SPEC#704.05 OR 7M.05)
NOTES: .......................................
1. CURBING SHALL BE CONSTRUCTED N 10 SECTIONS WITH RIB'
TRAVERSE EXPANSION JOINT BETWEEN SECTIONS.
2. CURBNG EX MSION JOINTS SHALL WE ST MU D EV "M
AND SHALL SE CONSTRUCTED OF MATERIAL CONFORMING TO
AASNTO DESIGNATION W153.
CONCH
CLASS B CONCRETE
TAPER_
ur RADwa
T FINSIC ' GRADE
TYPICAL TAPERED CURB
N.T.S.
NOTE: SIOEWALXRAMPWITH 1
ALL DOMESTIC SERVICES AND DOMESTIC FINE SPRINKLER SYSTEMS THATARE BROOM FINISH SURFACE 5'-0'
CONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTED WITH A MIN
BACKFLOW PREVENTION ASSEMBLY, AND AN APPROPRIATE THERMAL EXPANSION SIDEWALK RAMP
SYSTEM IN COMPLIANCE WITH THE SYSTEMORDINANCEF FOR THE CONTROL OF CROSS 15' ONTO LOT B B '
HENCEFORTH
WITHIN THE WATER SYSTEM OF THECA OF SOUTH BURLINGTON, 1_ J 1I4-REVEAL
HENCEFORTH THE T3ACKFLOW ORDINANCE'. CONTRACTORS LIMIT
GROUN 1 MAX. j ROADWAY SURFACE
R.O.W. LINE C 26• ° • , .0 GRASS �„ ;._, 1 _ B 3 %MAOOMUM
... _ _ ... ...,. ETECTABLE A
e STSTRIP A k .�
\� \ • • CONCRETE MRB Section A -A M ` a•; •.+x an
BACKFILWITH STATIONARY 9TPNLE66 DCURB,,,• a,+
MATERIALSAN
STEEL ROD WARMING SURFACE
Lt
NO LARGER SINGLE RAMP ON TANGENT, AUXILIARY 5'-0' AUXILIARY C'n O} So•
THAN NARROW OR NO GRASS STRIP MIN. WIDTH t T
\ PROVIDE PVC MARKER 8iJ( Ipl"rVOn
\ � AT IERMIRATION
\\
A/�\ B' MIN. B' MIN. CURB BOX CONCRETE CURB SIDEWALK RAMP•' ' ' • •'
. A RMNDNG, Date Revitlion BY
�\ WIT ROOM /\ SEcti_13-B TYPICAL
FINISH SURFACE s tn's These plena shell only be used for the palppse shown below:
DETECTABLE CURB 0 Sketch/CDncept 0 Act 250 Rcvicw
b WARNING SURFACE SBOEWALK RAMP WITH 0 Preliminary Q ConZion
PROVIDE HORIZONTAL CURB STOP ��. •, DETECTABLE Final Local Review Q Record Drawing
GMSE NECIt�\ a WARNING SURFACE
CORPORATION STOP °OProject No.
07053
LEOGEPA arnr .°° " MERCHANTSBANK L8DLIMIT CAPTYPE iC COPPER r X 0' X Iw SOLJD CONCRETE CURB Section C-C Design
SERVICE coNCRETE BLOCK rn SHELBURNEROAD SOUTH BURLINGTON, VT. PLC
EDGE PAYMENT PROVIDE COMPRESSION FITTING SINGLE RAMP ON CORNER NOTE. O DETAILS & D D
LIMIT /� WATER PRESSURETESTSHALL RADIUS. NARROWGRASS THE TYPE, COLOR AND MANUFACTURER OF THE DETECTABLE U77,/
TER SERVICE SHALL RUN BE TO THIS POINT. STRIP BETWEEN SIDEWALK WARNING SURFACE SHALL BE APPROVED BY THE CITY AND OWNER,
PO ATLE LARLEAST
FROMTHELI AIN AND CURB. 0 SPECIFICATIONS �eDcked
SEE WATER TRENCH DEIPJL FOR i0 AT LEAST THE STREET LINE O
TYPICAL BEDDING REQUIREMENTS I.L.
�.W`�E I- ROAD AND WATER Date
WATER SERVICE DETAIL SIDEWALK RAMP ,1P�,AL.kiy.= z ses-0B
NTS * AY No. 7]B1 * AS NOTED
mWL = Lamoureux & Dickinson
Consulting Engineers, Inc. Short...b.
14 Morse DHvd, E-, VT 05452 8
AAYJY ILIA 802-878-4450 WWW,LDcngi-Ing.wm DT
SANITARY & STORM SPECIFICATIONS
1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SITE AND TYPE INDICATED ON THE
PLANS. PVC PIPE SHALL BE SDR 35 CONFORMING TO ABTA D303X, ABTNI D 12, AND ASTM
F4T7. CORRUGATED METAL PIPE SHALL CONFORM TOAASHTO WI W FOR ACCOMP PIPE
AN AASHTO M•2A8 TYPE 8 FOR POLYMERIC COATED STEEL PIPE. CORRUGATED
POLYETHYLENE PIPE SHALL CONFORM TO AASHTO MAK, TYPE 8 (SMOOTH LINED}
2) ALL NEW GRAVITY SANITARY SEWER MANS SHALL SE LEAK TESTED BY A LOW PRESSURE
MR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WALL SE USED TO
SIMULATE INFILTRATION OR EXFILTRATION INTO OR OUT OF ALL GRAVITY SANITARY
SEWERS. ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER
AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WTIH ASTM COM110. THE M (NUM
ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 11 MINUTES PER
1 W FEET OF 8' SEWER. AFTER THE FINAL SACKFILL HAS BEEN N PLACE AT LEAST W DAYS,
THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF
FINE PERCENT (5%). IF TIE DEFLECTION TEST IS RUN USING A RIGID BALL OR MANDREL, IT
SHALL SHALL HAVE A DIAMETER EQUALTO 95%OF THE INSIDE DIAMETER OF THE PIPE.THE
TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. ALL MANHOLE AND
PIPELINE MATERIALS, METHODS AND TESTING SHALL BE N ACCORDANCE WITH CRY AND
STATE STANDARDS AND THESE PLANS
STORMWATER STORAGE TANKS
GENERAL CONSTRUCTION SPECIFICATIONS
1. CONSTRUCTION OF THE STORMWATER STORAGE TANKS MAY REQUIRE TEMPORARY
SHEETING, BRACING AND OR DEWATERING. NECESSARY SHEETING, BRACING, ANDNOR
DEWATEMNG TECHMQUES SHALL BE UTBMED THROUGROUT CONSTRUCTION TO INSURE
DRYSITECONDITIONS. THE COST OF DEWATERING ANDIORMMPORARY SHEETNGANIVOR
BRACNG SHALL BE CONSIDERED MCMENTAL TO THE CONSTRUCTION OF THE STORMWATER
STORAGE TANKS.
2. THE STORMWATER STORAGE TANKS SHALL BE PRECAST REINFORCED CONCRETE
STTRUCTURES. THE STORAGE TANK STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL
ENGINEER LICENSED IN TIE STATE OF VERWNT TO MEETAASHTO H-20 LOAONG FOR THE
CONDITIONS AND DEPTH SHOWN ON THE PLANS.
3. SACKFILL AROUND THE STORMWATER STORAGE TANK SHALL BE IN ACCORDANCE WITH
VTRANS SPECIFIOATION T09.M • GRANULAR BORROW. ALL &1CKFIL MATERIAL AROUND THE
STRUCTURES SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95%OF MAXIMUM
DRY DENSITY AS DETERMINED BY TIE AASHTO•T I* STANDARD PROCTOR.
FRAME A GRATE, NEENAH
R-2556AOREQUAL
GROUT FRAME TO RISER
ADJUST RIM WITH -'--
CONCRETE RISERS
CAST IRDN FRAME AND GRATE
LEBARON LF 248 OR APPROVED EQUAL
RIM - 199.50
CLEAN W
CRUSHED
STONE (DO NO
USE LIMESTONE
8• PERT SDR35-
MINIMUM
AT ALL
FRAME TO RISER FINISH GRADE
-
24
Z, t ADJUST RIN WOH
CONCRETE RISER
WATER TIGHT PRECAST REINFORCED
CONCRETE NEAP DUTY TANK
DESIGNED FOR H-20 LOADING.
INSIDE DIMENSIONS B'N18'X8'
_
GRANULAR BACKFILL FOR
Q STRUCTURES AROUND TANK
12• PE OUT CONNECTING TANK 11 L
TYPICAL RUBBER GASKET
WITH TARN #2
•�` OF BUTYL ROPE SEALANT
INV ELEV.. 158.75
�. O
O
QI
BOTTOM OF TANK ELEV - 188.0
12• MIN.
\(` J/4• CRUSHED STONE
NOTE: UNDISTURBED SOIL
ALL PIPE PENETRATIONS SHALL INCLUDE A FLEXIBLE
RUBBER BOOT FOR A WATERTIGHT CONNECTION.
STORMWATER STORAGE TANK #1
NTS
CAST IRON FRAME AND GRATE
LEBARON LF 248 OR APPROVED EQUAL
RIM = 199.50
CAST IN PLACE RUBBER GASKET
SHALL SE USED AROUND ALL
ALL BACKFILL
STORM SEWER PIPES
THOROUGHLY COMPACTED
CLEAN X"
IN B' UFTS
_
CRUSHED
\
STONE (DO I
-N-
USE UNESTO
S.T. GRISWOLD 5300R
I
S• PERF SDR35
APPROVED EQUAL
y
ROOD P.S.I. CONCRETE
.N
GEOTETRILE FABR
.a.
WITH 12•MININU
'4
UNOL9NRBED SOl OR B'OF
OVERLAP AT ALL
•`A -'
6
THOROUGHLY COMPACTED
34' CRUSHED STONE.
JOINTS
LEDGE
EXTEND BEDOMG TO
PAVMENf L1MR
Y4' CRUSHED STONE BEODMG
LIMITS OF E%CYVAIgN
YARD INLET
N.T.S.
ALL JOINTS SHAH
BE THOROUGHLY
CLEANED AID EXISYNG
COATED WITH IT. PAVING
EMULSIFIED SAW CUT EXISTING MT. ON ONE OR
ASPHALT P \ MN �AVEMENT PRIOR TO PAVING BOTH SIDES
AS PAVING
AL
THICKNESSOFEXISTNGPAVEMENTOR
A MINIMUM OF 1 1nOF TYPE III
OVER 21IT OF TYPE II BASE COURSE
1 THICKNESS OF EXISTING GRAVEL
•� E%18TNG OR 16' MINIMUM DENSE GRADED
O
GRXVEL�A9E CRUSHE NE PER VT STATE _
O ' SPEC. TM OS05FINE . 0 •_.
TRENCH
EXCAVATION
NOTES:
1. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES.
2. RESHAPE HONE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE.
CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOLID
PAVEMENT.
S. BACKFILLTRENCHINB'LIFTSANDCOWACTEACHLNTTO95%OFMA WMDENSITYOFOPTIMUMWISTURE
CONTENT AS DETERMINED BY ASTM DIMS STANDARD PROCTOR
4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER.
5. APPLYLIpUM EMULSION(R I)TO VERTICAL FACES N AUNWORMM/WNER.DONOTPUDOLEEMULMONON
BOTTOM OF THE HOLE.
6. PLACE TYPE II BASE COURSE PAVEMENT A MINIMUM OF 21R' THICK.
T. FILL TOP OF HOLE WITH TVFE II BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN T. FINAL
LIFT SHOULD BE IZ TO 1' ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION
THE PATCH IS LEVEL WITH THE EXISTING PAVEMENT. EACH UFT SHOULD BE THOROUGHLYCOMPACTED WITH A
VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER EXPERIENCE HAS SHOWN MAT 15 TO W
PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE =DEGREES F ARE
NECESSARYTO ENSURE GOOD COMPACTION. HAND TAMPSHOULD ONLY BE USES FOR SMALAREASILESS
TMAN 1 S.F.I.
S. CLEANUP AREA W HOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY
SIGNS AND DEVICES.
REPLACEMENT of EXISTING BITUMINOUS PAVEMENT
N.T.S.
GROUT FRAME TO RISER FINISH GRADE
ADJUST RIM WITH WATER TIGHT PRECAST REINFORCED
CONCRETE RISER CONCRETE HEAVY DUTY TANK
DESIGNED MR H-20 LOADING.
12• PE OVERFLOW PIPE
INSIDE DIMENSIONS 8 X16 X8
INV 194.50
O
_
12 PE IN
INV.. 194.50
GRANULAR BACKFILL FOR
. O
A
STRUCTURES AROUND TANK
12• PE IN CONNECTING TANK #1
TYPICAL RUBBER CASKET
WITH TANK #2•ON
INV - 188.90
8• SOR 28
l SEE TANK #2 OUTLET DETAIL ON THIS PLAT
I `•
•�'�
OF BUTYL ROPE SEALANT
8•
g•
/ 4• SDR 28
\�
•
8•
SEE TANK 42 OUTLET DETAIL ON THIS PLAN
•••(((VVV]]] BOTTOM OF TANK ELEV 158.0
IO I
12• IN.
NOTE:
3/4• CRUSHED STONE
ALL PIPE
PENETRATIONS SHALL
INCLUDE A FLEXIBLE UNDISTURBED SOIL
RUBBER BOOT FOR A WATERTIGHT CONNECnON.
STORMWATER STORAGE TANK #2
NTS
BACKFILL WITH APPROVED EXCAVATED
MATERIAL THOROUGHLY COMPACTED
IN 6' LIFTS
UNDISTURBED SOIL
THE SIDES OF TRENCHES 4 FT. OR
MORE IN DEPTH ENTERED SY
,P
PERSONNEL $HALL BE SHEETED OR
SLOPED TO THE ANGLE OF REPOSE
I
APPROVED ROCK FREE BACKFlLL
tyTj�
COMPACTED IN 6- LIFTS(NO STONES
aIXI
LARGER THAN 1 - DIAMETER)
12'
IF COVER IS LESS THAN REQUIRED
MINIMUMS, PLACE 4• THICK INSULATED
6•
BOARD. WHICH IS SUITAS E FOR
BURIAL OVER WE
('D' IS OUTSIDE
DIAMETER OF PIPE)
rP
D
THE CONTRACTOR SHALL AT
F RUES KEEP THE TRENCHES EFREE DF W WATER UNTIL ALL
SHED AND
WORN IS FINISHED AID READY FOR BACKF%LNG
3A' CRUSHED STONE BEDDING
I
Oil FEET
LEDGE PAYMENT UNIT
UNDISTURBED SOIL
TYPICAL
STORM & SANITARY SEWER TRENCH
N.T.S
CLEANOUT FRAME S COVER
L9BARON R-B08 OR EQUAL
SHORT LENGTH OF PIPE
AS NOTED
ON PLANS
MANHOLE TRAMS A COVER
ITS— LC26B-1 NTH
SEALTM GASKET OR
APPROVED EQUAL.
FINISH GRADE
ADJUST IBM WTH
CONCRETE RISERS
24'
A.ST.M. CITE �•
PWCASi RDNFCRCED
CDNG M RISER
LONE ANO RISER
COP LYMER
P0.YPROPYIENE
PLASTIC RUNGS WM
I/2• GRADE MO STEEL
NEINFOMIDMENT OR
EQUAL, 12. O.C.
GRANULAR
BAIXFXl 5.� �^•
HO PAIRING OF INTERIOR 1
I3RIC ' ON JGINn
WTN upITAR 9HALl
BE ALIOM:D RUBBER. BPROVIDE WATERTIGHT
OOT FGII A4
8. 9WP
S-0•
DOUBLE LAYER OF
BIWMASTIC RE%IBLE
SEALANT AT ALL JMN3
VARIABLE
STANDARD
LENGTHS
(1.2.3 • 44 FT.)
r /
LEDGE PAYMENT LIMIT
a•
PRECAST MOMJI C
CONOIETE BAY MIN. 2' //• / 5B' /• ����
HEIGHT. 3/4• TO 1
GO NO NOT UM O STORE
STOGING
W USE UMESTCNE
E%FEND BEGGING TO
UNITS BY EXCAVATION
TYPICAL PRECAST STORM MANHOLE
NTS
4�OVERFLGW
ERF. SOB 35 UO
1• TEE
EXISTING PVC
SEWER PONE
® USE TWO STAINLESS STEEL STRAPS i0
FASTEN SADDLE TO SEWER PIPE
12• STORAGE
TANK #2
NEW S SDRMPVC
SEWER PIPE
FLOW
6' SOR35 PVC SAUD WYE
PLAN OSE CORE BR DRILL TO DRILL
HOLE INTO EXISTING BOWER PIPE)
NTS
SANITARY SEWER SERVICE CONNECTION
FINISH GRADE INTO EXISTING SEWER MAIN
VALVE Box R COVER
`�Jll�lllt' I2• PE
DYERFLDW
8• GATE VALVE PROVIDE INSERT WIIM 1•
DIA. OUTLET CONTROL
(MU WITH TRANSITION ORIFICE INSIDE 4• PVC
GASKETS)
4• C900 18" SECTION Oi 4' PVC WITH
8'x4' TEE - - - PVC 1 2. OIA. PERFORATIONS
(MINIMUM 16 PERFORATIONS
11, SPACED MINIMUM 2. D.C.)
5-0.0f0 1' ORIFICE - 180.50
TO STMN #1 s GRAN 1BB.25
6• C90D PVC
SECTIONy,
CRUSHED STONE
NOTE:
ALL PPE PENETRATIONS SHALL INCLUDE A FLEXIBLE
RUBBER BOOT FOR A WATERTIGHT CONNECTION,
STORAGE TANK #2 OUTLET DETAIL
NTS
18'
SQUARE
- INV. ELEV. POINT
CLEANOUT DETAIL (STORM & SEWER)
N.T.S.
W THICK GRAVEL SASE
UNDER CONCRETE PAD
18•XIWX8'-2500
P.S.LCONGRETE PAD
45• BEND
MAY ?
City of So. Quriz
ton
J
IL
J
l
LANDSCAPE SPECIFICATIONS
TREE AND SHRUB PLANTINGS
1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF
ARBORICULTURE INC SAND PRAC77CES OF PLANTING TREES AND SHRUBS, AND THE
MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERYSTOCK -ANSI Z60.1.
2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SHALL
APPROVE PRIOR TO INSTALLATION.
3. CONTRACTOR SHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AND DRYING
WINDS. PLANTS THAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR
INSTALLATION SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, BARK MULCH OR OTHER
ACCEPTABLE MATERIAL AND REGULARLY WATERED.
4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE
EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE.
5. STREETTREES TO ARRIVE FROM NURSERY WITH 8 FEET12 METERS BETWEEN THE FINISHED
GRADE AND THE FIRST TREE BRANCH.
6. DO NOT PRUNE THE TREES OR SHRUBS AT PLANTING. PRUNE ONLY DEAD OR CRUSHED
ROOTS AND DEAD OR INJURED BRANCHES.
7. TREES SHALL HAVE A MINIMUM 50% LIVE CROWN RATIO.
8. EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER
ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE
NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND
SHRUBS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE
TOP OF THE ROOT BALL WITH SOIL OR MULCH.
9. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE,
STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING.
10. FOR ALL TREES AND SHRUBS;
CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM
TOP 213 OF ROOTBALL AFTER PLACEMENT IN PLANTING PIT. LOOSEN REMAINING BURLAP TO
ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED
BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT.
11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING
SOIL TO PROVIDE SOIL TRANSITION
12. TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF 36'. SHRUB PLANTING PIT SHALL HAVE A 2P
MINIMUM DEPTH. THE TREE PR AREA SHALL HAVE THE PLANT MIXSPECIFIED BELOW.
13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY
CONDITIONS AS DETERMINED BY THE RESIDENT ENGINEER. STAKES SHALL BE REMOVED BY
THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD.
14. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: 113 PART COMPOST, 213 PARTS
TOPSOIL. PLANT MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION. THE CORRECT GRADE OF COMPOST IS AVAILABLE
FROM, BUT NOT LIMITED TO, THE FOLLOWING MANUFACTURERS: INTERVALE COMPOST
PRODUCTS. VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY.
15. FOLLOWING PLANTING, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES
AND SHRUBS FOLLOWING THE MANUFACTURER'S SPECIFICATIONS AS APPROVED BY THE
LANDSCAPE ARCHITECT.
16. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE ALIGHT LAYER OF
HEMLOCK OR PINE BARK MULCH; MAXIMUM OF 2' THICK, ON PLANTING BEDS AS INDICATED IN
THE DETAILS ON THIS SHEET. NO DYED MULCH WILLBE ACCEPTED.
17. WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOILS AGAINST ROOT
BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO
ENSURE COMPLETE COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND
POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE
NO WATERING BERM INSTALLED MOUND PLANTS.
18. CORRECTWORKAS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND
WEATHER PERMITS.
19. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTION.
20. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND
SHALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF
APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF
INSECTS AND DISEASE DURING CONSTRUCTION AND WARRANTY AND UNTIL ACCEPTANCE.
CONTRACTOR SHALL WATER ALL PLANTINGS DAILY.
21. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER
PLANTING.
TREE AND PLANT PROTECTION
1. PRIOR TO START OF CONSTRUCTION, INSTALL TEMPORARY PROTECTION ZONE (TPZ)
FENCE FOR TREE AND PLANT PROTECTION. TPZ FENCE SHALL BE PLACED AT THE EDGE
OF TREE DRIP LINES.
2. TPZ FENCE SHALL PROTECT EXISTING TREES, SHRUBS AND OTHER VEGETATION
THROUGHOUT CONSTRUCTION AGAINST CUTTING, BREAKING OR SKINNING OF ROOTS;
SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING
CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS; EXCESS FOOT OR VEHICULAR
TRAFFIC; AND PARKING OF VEHICLES.
3. WHERE TEMPORARY CLEARANCE IS NEEDED DURING CONSTRUCTION THAT MAY
CONFLICT WITH EXISTING TREES, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT
OF THE CLEARANCE ZONE.
4. WHEN EXCAVATION IS TO OCCUR IN CLOSE PROXIMITY TO EXISTING TREES, ROOT
PRUNING SHALL BE DONE PRIOR TO CONSTRUCTION. ROOTS SHALL BE CLEANLY CUT,
WITH CUTS TO THE DEPTH OF THE REQUIRED EXCAVATION. WHEN COMPLETED,
REPLACE SOIL IN THE TRENCH AREA.
5. ROOTS ENCOUNTERED DURING EXCAVATION IN THE VICINITY OF TREE PROTECTION
ZONES SHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS.
TEMPORARILY COVER EXPOSED ROOTS WITH A DOUBLE LAYER OF DAMPENED BURLAP
TO PREVENTROOTS FROM DRYING OUT UNTIL THEY CAN BE COVERED WITH SOIL.
COVER ROOTS WITH SOIL AS SOON AS POSSIBLE REMOVING BURLAP FIRST.
6. WATER EXISTING TREES AND OTHER VEGETATION TO REMAIN WITHIN UNITS OF
CONTRACT WORK AS REQUIRED TO MAINTAIN THEIR HEALTH DURING THE COURSE OF
CONSTRUCTION OPERATIONS.
7. IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND
REPLACEMENT IS REQUIRED, TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY
SWILL BE FURNISHED AND PLANTED BY THE CONTRACTOR. THE TOTAL INCH DIAMETER
OF THE REPLACEMENT TREES OR SHRUBS SHALL EQUAL THE DIAMETER OF THE TREE
OR SHRUB TO BE REPLACED.
S. PRUNING OF EXISTING TREES, AS IDENTIFIED ON THE PLANS, SHALL BE IN ACCORDANCE
WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURE'S TREE PRUNING GUIDELINES,
THE ANSI A300 PRUNING STANDARD AND THE MOST RECENT EDITION OF ANSI Z133.1.
9. IF UNDERGROUND UTILITIES MUST TRAVERSE THE PROTECTION AREA, THEY SHALL BE
TUNNELED OR BORED UNDER THE TREE.
10. REMOVE TEMPORARY PROTECTION DEVICES AND FACILITIES INSTALLED DURING
COURSE OF WORK AFTER COMPLETION OF ALL WORK AND RESTORE PLANT
PROTECTION AREAS TO THEIR ORIGINAL CONDITION.
2' THICK MULCH A MINIMUM OF T
...1 FROM STEM
PR '"�
REMOVE BURLAP FROM TOP 2/3 OF
ROOTBALL, AFTER PLACEMENT IN
- - -
PLANTING PIT, LOOSEN REMAINING
BURLAP TO ALLOW FOR ROOT
UNDISTURBED
DEVELOPMENT
SOIL -
V I DEPEN LNG OI SI iP F
W
PLACE ROOTBALL -
FINIS OF
ON UNEXCAVATED
OR TAMPED SOIL 3 TIMES THE
BREAK APART EDGE OF
EXCAVATION WITH SHOVEL AND
GRASS -LINED (SHOWN) OR
BGINED
SroNE11NE0 aWALE.
ROOTBALL DIAMETER
BLEND PLANT MIX WITH EXISTING
B
SOIL TO PROVIDE SOIL
SHRUB PLANTING DETAIL
TRANSITION
a• M N
N
2
tj� 1
b
vwuvA,1 (��
^`�
2'TO 8'MOUIM
GEDRANA ELFABRIC b 1 1B' 1 FILTERFABRIC
CLEAN STONE
B
ANOULM
CPro STOW
CLEAR STONE
4.
SECTION A A
SECTION B-B
c
ru. uc, C1 ^�
PLUMS TREE TRUNK
Z.THICK MULCH A MINIMUM OF 3' AWAY
TREE PI 7
FROM TREE TRUNK TO EDGE OF DRIP LINE
CONCRETE SIDEWALK
LACE ROOT BALL ON
TAMPED PLANT MIX OR CONCRETE CURB
UNDISTURBED SOIL ROAD
3 TIMES THE ROOT BALL DIAMETER
UNDISTURBED SOIL GEOTEXTILE FABRIC
URBAN STREET TREE DETAIL
NTS
4' HIGH BLACK ALUMINUM PICKET
FENCE TO BE INSTALLED AS PER
MANUFACTURER'S
RECOMMENDATIONS
4'
(AMERISTAR ECHELON II
GENESIS OR EQUAL)
IISH GRADE
CAP NIT,
3.1/T HEIGHT
4' MINIMUM TOPSOIL
TOPSOIL FOR
PLANTING BED
FILTER FABRIC, I-
OR APPROVED EQUAL
CRUSHED STONE, VTRANS
SPEC. 704.OBA
6' PERFORATED DRAIN
WITH FILTER SOCK, SEE -
GRADING AND UTIUTIES
SITE PLAN FOR DRAIN
DEPTH
COMPACTED
SUBGRADE
RETAINING WALL
NITS
PUBLIC
50'MN' RIGHT-0E-WAY
B' MN
-7
. �
PROFILF.
'EXISTINGGROUND I.M. TOT
OR SUBGRADE DIAL STONE
III e$qq5;0i o
�o K. WIDTH OF aJoo _
ROADWAY
w MRA 'OG��TI
PLAN
STABILIZED CONSTRUCTION EXIT
N
NOTES:
t. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENTTRACKING
OF SEDIMENT ONTO PUBLIC RIGNTS-0F
-WAY. THIS MAY REOUIRE PERIONC TOP
DRESSNG WITH ADDITIONAL STONE AS
CONDITIONS DEMAND AND REPAIR ANDIOR
CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT TRACKED,
SPILLED OR WASHED ONTO PUBLIC
RIGHTS-0E-WAY SHALL BE REMOVED
IMMEDIATELY BY THE CONTRACTOR.
2. THE USE OF CALCIUM CHLORIDE OR WATER
MAY BE NECESSARY TO CONTROL DUST
DURING THE SUMMER
BETWEEN STABILIZE CONSTRUCTION
ENTRANCE AND PUBLIC
RIGHT-0E-WAY.
A
CREST OF O
CHECK DAN
1r MAX AT
Flag mii CENTER
SL
PROFILE
NOTES: CLEAN TTOPANSTONE GIILM A
1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADESAND LOCATIONS SHOWN N THE PLAN.
2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IB AT THE SNAE ELEVATION OF THE TOE OF THE
UPSTREAM DAM.
3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE.
4. ENSURE TNAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM CIBPLMOED
STONES.
5. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING) SILTATION OF THE STONE CHECK DAM DURING AND IMMED ITELY AFTER CONSTRUCTION, UNTIL
THE PROJECTS PERMANENT EROSION CONTROLS ARE IN PLACE (VEGETATION ESTABLISHED, STREETS PAVED. ETC.) AND THE PROJECT HAS BEEN ACCEPTED BY
THE OWNER. IF NECESSARY, STONE SHALL BE CLEANED OR REPLACED.
STONE CHECK DAM DETAIL
N.TJO.
BERM AS NECESSARY TO
MAINTAIN P DEPTH AND 0.00E
PROVIDE 4' TOPSOIL
AND GRINS COVER
(URSAN MIX)
DEPTH VARIES
L 18-
I
l MIN. SLOPE IN DITCH
MIN.
OF BL
PRO�DoRIGINA
`
1
GROUND
__
-----��
_
MAINTAIN 3WALE
ORIGINAL GROUNp
INVERTSLOPET
DRAIN WITH MIN.
OF 0.005 FThT.
AND MAX OF O.M FTIFT
TYPICAL GRASS DRAINAGE SWALE
NTS
OUR
I�li��M�6p/A®/+�lNIIBR/IY29/w,.--
®�8/�r�///j81
NOTES
1. US E ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WITHINWETLAND AND BUFFER ZONE.
2. PRIOR TO BEGINNNG OF CONSTRUCTION OR EARTIMOVNG. THE CONTRADTM SHALL INSTALL A
CONTINUOUS SET FENCE AT THE UNIT OF DIBTURBANCE SHOWN ON THE SITE PLAN.
3. FROZEN MATERIAL SHALL NOT BE USED M KEY IN THE BOTTOM OL THE SILT FENCE. E NECESSARY.
GRANULAR BORROW SHALL BE USED SY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN
FROZEN NATIVE MATERIAL.
4. THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT
OTHER LOCATIONS AS NEEDED.
TEMPORARY SILT FENCE
WEEP C.B. RIM HICNER NAN
MJALENT WOUND TO TRAP
iENPORARY BMN SEDMENT AND MANMIZE
SEDINTNT P00. TRONE9 rI11FlL111ATd1
t MN ,,...,.... TL1�T,
]/B- nF AN -11-10 IT-1
OR C(
SECTION A -A
STOM/ STIRKTURE
STORM SEWER STRUCTURE -
WRAP CEOTEXRLE FABRIC
(MIRAFI 14ON OR EWAL) AROUND GRATE. INSPECT
FABRIC AFTER EVERY STORM
AND CLEAN OR REPLACE AS
NECESSARY
STONE FILTER - SEE SECTION
MEW FOR STONE REQUIREMENTS
PLAN VIEW
1. INLET PROTECTION TO SE PROMDED AT ALL CATCHSASINS OR YMD RIVETS.
2. ME STONE FILTER SHALL BE INSPECTED FCLLOFIND E ORM. ACCUMULATED
SEDMD4M SMALL BE REMOVED AND THE STONE REAL Y.
3. THE LIMITS OF THE STONE MTH
E E INLET MAY ff
DEPENDINGE/rIaNEER
DEPENDG ON NE TOPOGRAPHY DIRECING RUNDFF TO (/V_• E' V
CATCH BASIN INLET PROTECTI L'
NTS c
MAY 2 - 2nnp
NOTES:
1. SEGN AT THE TOP OF THE CHANNEL BV ANCHORING THE BLANKET IN A P DEEP X V WIDE TRENCH WRH APPROXIMATELY 1T OF
BLANKET EXTENDED BEYOND THE UMLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF
STAPLESISTAKES APPROXIMATELY 12' MART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING. FOLD RE 1T PORTION OF BLANKET BACK OVER COMPACTED SOIL SECURE BLANKETOVER COMPACTED
SOIL WITH A ROW OF STAPLESBTAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF THE BLANKET.
2. ROLL BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGNNSTTHE SOL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTA KES N
APPROPRIATE LOCATIONS AS SHOWN MOVE N THE STARE PATTERN GUIDE
3. PLACE CONSECUTIVE BLANKETS END OVER END ISHINGLE STVLEI WITH A 4•A' OVERLAP. USE A DOUBLE ROW OF STAPLES
STAGGERED 4' APART AND C ON CENTER TO SECURE BLANKETS.
4. FULL LENGTH EDGE, OF BLANKETS ALONG SIDE SLOPES MUST SE ANCHORED WTT11 A ROW OF STAPLESISTAKES
APPROXIMATELY 12' APART IN A P DEEP X V WIDE TRENCH. BACKF0.LAq COMPACT THE TRENCH AFTER STAPLING.
B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAP ESISTAKES APPROXMI T 17APART N A
0' DEEP X e• WIDE TRENCH. BAOKFILL AND COMPACT THE TRENCH AFTER STAPLING.
AMV 11 I 1 I FAA
I'N��y%;
EROSION MATTING FOR CHANNELS
�:y��
c1YIL =
AFAIIIILVVV
These Dlene shall only be uaedM11i�6T1�h�LMhelow
Skewh/ConceD t [��y�a'.f���
l O Prehounary Q COnoOrtion-•ngton I
Final Local Review 0 Record brewing
MERCHANTS BANK
L a D
Design
PLC
I-
Z SHELBURNE ROAD SOUTH BURLINGTON, VT.
0 DETAILS &
COhec ked
U. SPECIFICATIONS
pa°
z EROSION CONTROL & LANDSCAPING
B•1e•oB
Scale
L & D' ki
AS SHOWN
amoureux I nson
Consulting Engineers, Inc. sheN n mhe
14 Morse Drive, Essex, VT 05452
802-8794450 www.LDengineering.com
I
I
I
i
I j
STAGING AREA FOR EDUIPMENT, BUILDING I
I MATERIALS, STORM STRUCTURES AND PIPE
' MATE—. LIMITS TO BE MARKED WITH
' BARRICADES. STORAGE OF ERODIBLE
MATERIALS SUCH AS SOIL, GRAVEL AND
BACKFILL NOT ALLOWED IN THIS AREA.
I
l i I� J
I I
REMOVE I
EXISTING ISLAND I
I�
I
III I I
PHASE 2
TEMPORARY BANK PARKING I
DURING CONSTRUCTION
I
I I
CONSTRUCTIONjl.N
BANK DRIVEIN
- - ENTRANCE (DIRECTIONAL SIGN)
T- -- I
Fi
I,I
I
PHASE/
TEMPORARY BANK PARKING I
� I DURING CONSTRUCTION
�~ SIGN NOTING TEMPORARY
BANK PARKING DURING
CONSTRUCTION
GRAPHIC SCALE
( IN i8E1 )
I I—h . 20 TL
FOR DEMOLITION AND
LSPECIFICATION
THE CONTRACTOR SHALL NOTIFY"DKISAFV AT
DISPOSAL OF BUILDINGS AND PAVEMENTS
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
TRAFFIC CONTROL & MAINTENANCE OF SITE
1
THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL. TEMPORARY SIGNS AND BARRIERS TO MAINTAIN SAFE
1. DESCRIPTION
LEGEND
CUSTOMER ACCESS TO, PARKING FOR AND OPERATIONS AT THE EXISTING BANK BUILDING DURING THE CONSTRUCTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION NECESSARY FOR CONSTRUCTION OF THE PROPOSED
/ 1
OF THE NEW BANK BUILDING AND SURROUNDING PARKING LOT AND DRIVEWAYS. THIS SHEET SHOWS AN EAST -WEST
BANK SITE AS SHOWN ON THESE PLANS. THIS WORK SHALL INCLUDE THE REMOVAL, AND THE SATISFACTORY DISPOSAL
_ PROJECT PROPERTY LINE
CONCRETE JERSEY BARRIER SEPARATING THE EXISTING AND NEW BANK BUILDINGS. DEMOLITION OF THE EXISTING
OF ALL BUILDINGS, AND PAVEMENTS ACCESSORIES AND APPURTENANCES, AND THE BACK FILLING OF HOLES AND PITS
LEASE LOT BOUNDARY
BANK BULGING ANO CONSTRUCTION OF NEW SITE WORK SOUTH OF THE EAST -WEST BARRIER LINE SHOWN HEREON
SHALL COMMENCE ONLY AFTER THE NEW BANK BUILDING AND RR WORK
SURROUNDING SITE WO ON THE NORTH SIDE OF THE
WHEN REQUIRED.
— ABUTTER PROPERTY LINE
BARRIER LINE HAVE BEEN COMPLETED AND THE NEW BANK BUILDING OPENED FOR BUSINESS.
2. GENERAL CONSTRUCTION REQUIREMENTS
— — — — — BUILDING SETBACK LINE
THE CONTRACTOR SHALL ALSO PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNS, BARRIERS AND/OR FLAGGERS AS
BASEMENTS SHALL BE COMPLETELY CLEARED OF ALL UNSUITABLE MATERIALS. DEBRIS, PARTITION WALLS, AND
—e— —e EXIST. FENCE
a o
NECESSARY TO MAINTAIN SAFE AND ADEQUATE TRAFFIC FLOW DURING THE CONSTRUCTION F NEW SANITARY AND
Q C O U INTO E CONS UCTO
SUPPORTS. CONCRETE OR MASONRY FLOORS FOUNDATIONS SHALL BE REMOVED. ALL EXISTING PAVEMENT 6
STORM SEWERS TANKS. CURBING, ETC. CROSSING NEAR T E
ADJACENT TO THE EXISTING INTERNAL
XC
SUBBASE MATERIAL SHALL BE REMOVED AND EXCAVATED TO NATIVE MATERIAL.
EXIST. CONTOURS
s
A
ROADWAYS USED IN CONNECTION WITH INTERNAL TRAFFIC CIRCULATION AND ACCESS TO PARKING USED BY THE
IN CONNECTION
K-MART STORE. A MINIMUM OF ONE-WAY TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES AND TWO-WAY TRAFFIC
BASEMENTSOT CAVITIES LEFT BY STRUCTURE AND SUBBASE REMOVAL SHALL BE EITHER FILLED WITH APPROVED
^' UTILITY POLE
FLOW SHALL BE RESTORED AT THE COMPLETION OF EACH WORK DAY.
CLEAN NATIVE MATERIAL OR SAND BORROW AS PER VTRANS SPEC. 707.00 TO THE LEVEL OF SUBGRADE AND
pQ EXIST. HYDRANT 8 WATER VALVE
ALL WORK AREAS, STAGING AREAS, EQUIPMENT AND MATERIALS STORAGE AREAS SHALL BE ESTABLISHED AND
THOROGHLY COMPACTED
— ` —Q— -:— EXIST. SEWER LINE M MANHOLE
MAINTAINED SO AS TO PRESENT A REASONABLY NEAT APPEARANCE AND TO PROVIDE FOR SAFE SITE CONDITIONS AT
SEPTIC TANKS, CESSPOOLS. OR OTHER UNDERGROUND TANKS AND APPURTENANT PIPES SHALL BE BROKEN DOWN OR
— .' — EXIST. STORM LINE 8 CATCH BASIN
ALL TIMES.
REMOVED. CONTENTS SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS.
.
FW
/
EXIST. GAS VALVE
r
ALL FENCES AND DEBRIS SHALL BE REMOVED FROM THE PARCEL, AND THE AREA SHALL BE CLEANED UP AND GRADED
TO THE SATISFACTION OF THE OWNER -
4 EXIST. UGHT POLE
ALL MATERIALS RESULTING FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL
BE SORTED AND DISPOSED OF IN A LANDFILL OR RECYCLED IN ACCORDANCE WITH ALL APPLICABLE LAWS. RULES,
{6 j u ) o EXIST. TREES
REGULATIONS, AND PROTOCOLS. ITEMS TO BE SORTED INCLUDE CLEAN WOOD, METAL, PALLETS, CORRUGATED
CARDBOARD ETC. AS REQUIRED BY THE SCUD WASTE DISTRICT,
I
W NEW WATER LINE, HYDRANT 8 VALVE
OF ALL UTILICITY MESERVICES INCLUDING, BUT NOT (MIRED
THE LECTRACTOR SHALL TELEPHONE,
TO, ELECTPoCRY, TELEPHONE, SEWER, WATER, AND GAS LINES AND UTILITY METERS.
SE ER, AE R, DISCONTINUANCE LINES
—S�—S— NEW SEWER LINE B CLEANOUT
— —
--==13==== NEW STORM UNE, CATCH BASIN
'
ONCE WORK HAS COMMENCED. THE CONTACTOR SMALL MAKE EVERY REASONABLE EFFORT TO COMPLETE THED
EXISTING BOULDERS
AND DISPOSAL OF EACH CONTRACT REM A MANNER TO ENSURE THE SAFETY AND WELL
S NY Of THE D
BEING OF THE PUBLIC, AND TO REUSE AND RECYCLE AS MANY OF THE DEMOLITION ITEMS AS POSSIBLE.
BEING
I
THE CONTRACTOR SHALL ERECT SUITABLE FENCES AROUND UNFILLED BASEMENTS AND OTHER DANGEROUS
LOCATIONS CREATED By THE WORK
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINDING, OPENING, AND MAINTAINING ALL DISPOSAL AREAS AND SHALL
O
COMPLY WITH ALL ENVIRONMENTAL AND RECYCLING RULES AND REGULATIONS, ZONING ORDINANCES, DEVELOPMENT
_
— 3
PLANS, LAND USE PLANS, AND LAND CAPABILITY PLANS.
L&D HAS NOT PERFORMED ANY INVESTIGATION FOR THE PRESENCE OF HAZARDOUS MATERIALS SUCH AS ASBESTOS
OR LEAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOR THE
DEMOLITION OF THE EXISTING STRUCTURES AND ALL MATERIALS CONTAINED THEREIN,
EXISTING CURB I
EXISTING LIGHT
NEW BUILDING
ERECT A CONTINUOUS ROW OF
JERSEY BARRIERS ALONG THIS
LINE PRIOR TO CONSTRUCTION
(ORANGE CONSTRUCTION FENCE
TO MARK DISTURBANCE LIMIT
ELSEWHERE)
------ PHASE I
ALL EXISTING STREET TREES
ALONG SHELBURNE ROAD TO
REMAIN. SEE TREE
PROTECTION SPECIFICATIONS
ON PLAN SHEET 7 (TYPICAL);
-'IN1�1111� _
CONTRACTOR TO CONTACT SBWD LII XIS M;
TO REMOVE THE EXISTING ISLANDS
WATER METER AND REMOTE
BEFORE DEMOLITION BEGINS
r-----i pp
I I p
I
I EXISTING BANK TO REMAIN I
E
OPERATION DURING
CONSTRUCTION I I w
r-
.L _
EXISTING SEWER SERVICE TO BE
CUT AND CAPPED OUTSIDE OF
THE BUILDING (PHASE II)
CONSTRUCTION SIGN
DIRECTING BANK DRIVE IN
TRAFFIC TO THE RIGHT AND
WALK IN CUSTOMERS AHEAD.
n
I
O
CONTRACTOR TO INSPECT THE EXISTING
OUTFALL ON THE NORTH SIDE OF QUEEN
CITY PARK ROAD AS PART OF THE
PERIODIC SITE INSPECTION REQUIRED BY
THE CONSTRUCTION GENERAL PERMIT
FOR DEWATERING ACTIVITIES ON LOTM2,
A SEDIMENT FILTER BAG MAY BE USED.N
LIEU OF A CATCH BASIN SEDIMENT TRAP
DURING DEWATERING.
�` Lv
� s\
4,� o
i
� :k+
I of
INSTALL CATCH BASIN SEDIMENT TRAP IN
THE CATCH BASIN IMMEDIATELY DOWN
GRADIENT OF THE OPEN TRENCH.
I '
I
I
Ay
c
STABIJZE PUMP INTAKE
IN OPEN TRENCH WITH
EITHER STONE LINED
SUMP OR PERFORATED
PIPE ACTIVE WORK AREA
5 �1� TYPICAL DEWATERING PLAN
TUTS
RECEIVED
MAY 2 3� ,
City of So. Burlington
a I I
C I
PAVED DRIVE �• I
RBF 3/6 FLUSH
GAP LS 517
278' NORTHERLY
OF LINE
NEW CATCH
BASIN
RBF 5/B'
THE HUMANE SOCIETY OF FLUSH
GHITTENDEN COUNTY, INC GAP LS 517
WF 250'
VOL.56. PG.383 NORTHERLY
OF LINE
REMAINS OF METAL PICKET I
OLD DARDED WIRE FENCE
FENCE
THE HUMANE 50CIETY
OF GHITTENDEN
1 112' IPF COUNTY
FLUSH N/F
PG.599�VOL481
87'/3 I7 E A05 00 wa UT IL I T
— _ POLE
(TYP.)
REMAINS
dp OF
CONCRETE
MONUMENT
PAVED DRIVE
(
GLARK HINSDALE.
JR.
N/F
VOL.115. PG.229
F0'5
NNY 1
DAR +LL
O
SIDELINE OF IS' WATERLINE
EASEMENT TO G40MpLA1N
WATER DISTRICT
VOL b?, PG.313
3QOD _ EN CITY PARK ROAD
O I � 4X4' GAP —
J lo' A.G.
RIGHARD LIMOGE V7 AOT
1� N/F
VOL.737 P5.440
O APPAR7MENT 3/4' IPF FLUSH I
BUILDING DISTGRBED SHOT
1 BASE
N45'II'31 E. 0.94'
FROM CORNER
%96.00' -- L3' A.G.
LEANING
IPF
R o.?' A.G.
REMAINS OF
CONCRETE APPROXIMATE AREA OF
MOIJI/AEN7 DRAINAGE CULVERT AND �' O
N80'45'34'E. 0.62' DRIVE EASEMENTS 70 I 9;
FROM VERMONT AGENCY OF
CALCULATED TRANSPORTATION AS I II SKIPGO. INC.
CORNER RECORDED IN � CONCRETE _ WF
VOL.217. PG.73 4X4 nOL-353'
PG.506
OR.£EN
SURVEY REFERENCES voL.194. PG374 Monxn4ENr I LOCATION PLAN
THIS FLAT WAS LOIfILED FROM FIELD SURVEYS AND RECORD VOL.166. PG. PSI
RESEARCH INCLUDING THE USE of THE FOLLOWING RATS FLUSH I N.T.S.
A-d,RLINGTp/ PLAZA 135-147 SKLDURN! ROAD SOUTH 584'37'17'E —
DutLINGTOM. vuuoNr, rRVAKcS FOR, Nwalnrow dcos_ GO. q.p• I —
r0. DO% 000 PpR1LA1D. WIHE 0404 OWNED DYE GARY
UJSTlR' DY DU5015 AND KING INC. AND DATED JAIUARY n17.
D. xuARr -135-7 SNELDLKHE ROAD sours DURLINGTON vr. DY t ; TIRE WAREHOUSE
RANDY M. DERARD. LOT �, SINGIE LOT S1.001V ISION SOUTH
OLRLINGTON VlRMONT.T'. DY FITZPATRICR-LLEWELLYN INC- DATED CENTRAL. INC.
Y NOVEADER nee AND RECORDED IN SI.IOE )N. APPROXIMATE RI$ N/F
Cl. 'FINAL FLAT Of KEs1LrING rARLELs OF u1AMrLAIN WATER LOCATION OF ,n ry VOL. 134 PG. 377
DISMILT. INC. THENIMA/E SOCIETY OF CHrtTENOEN COUNTY PROPOSED 20' � VOL. 212 PG. 70
AND
AGREEN MOIMTAIN fOwlR LORFORATIOM. QUEENu !!N rr PARR EASEMENT TO LOT ?
ROAD. SOUTH eueuNGTON' er RNI6HT LoreuLnNG ENGIHEeRs. FOR DRAINAGE TO � I
INC. LAST REVISED VIVOp AND REGOIROFD IN SLIDE 3U.
BE CENTERED ON I
D. 106H7 Or WAY RAT. JOLLEY ASSOCIATES IK. 51 LOWER NEW CATCH BASINS +
weLooM1 sT.. sr. A.DANs. VERMONT 05472. clir or SOUTH STORM LINES
DURLINGTOM. VERMONT: er DROOKs LAND 7URKrING DATED _ 564'13
IEIt I'n./ DlGEER AND RCGdRDlD IN ]L IOC •)6R �I73.Op'
E. 'STATE OF VERMONT AGENCY OF TRANSPORTATIOM. CITY Of
SOUTH DURLIN6TON PROJECT DI.RLIN6TON M SOOOIa" DATED 64'I5'07'W
I NOTES
lu Q Q
O l E — E .V E pl VEY T
055ERVATIOM. SURVlY DATA WAS COLLCLTCD
WITH TKOOLE 51W N 56W RECEIVERS THEN
W PROCESSED WITH 0" AND TIED TO THE VT
W2 m I GRID COORDRIATE SYSTEM.
f I ) THIS PROFERTY MAY D! 5USJeCT TO OTHER
Q1 IV1 EA•KNTS AD/OR RIGHTS -OF -WAY INGLLOING
a P MIT NOT LIMITED TO
W A Ip' RIGM AND EASEMENT TO VERMONT GAS
Iz
SYSTEMS. INC,. FOR 1RDEIR6ROIMD GAS MAIN AND
LATERAL LINES AS RECORDED IN VOL5)3. P6.560.
Ip� 3. THE F11 TAX r SHOWN ON THIS DOII1DARr
2 � wRvlr Is rnx MAr PARCEL anAo-vS-T.
4, ALL UNDERGROUND UTILITIes SHOWN ARE
DAMID ON FLANS OF RECORD AND MAY NOT
REPRESENT THEIR ACTUAL LOCATIONS.
6 ALL MEAS1At1ENITS GIVEN OF IRON PIPES FOUND
ARE RASED ON THE INSIDE DIAMETER
6. A CLOSED TRAVERSE SURVEY WAS GOM PLETED
ON O4/M/06. USING A COMDINATION OF 6M
DAXLINES AND CONVENTIONAL SURVEY EOUTAENT.
THE METHODS AND THE RESULTING ERROR
MEET OR EXCEED THE MINIMUM PRECISION
KeoUIKE1EMS FOR URDAN 5URVE"
1. THE 116.T OF WAY FOR VT. IOUTE 1.
IOUS
S ED �ANNDD5MET 1Y THE 7 OF MO-CGTTE HI&HWAY O, THEM.
36163
LE&END;
— ---- PROJECT PROPERTY LINE
— — — SIDELINE OF EASEMENT
BUILDING SETBACK LINES
— ABUTTING PROPERTY LINE
❑ WOOD RAIL FENCE
—0— CHAIN LINK FENCE
N/F NOW OR FORMERLY
IPF IRON PIPE FOUND
OO IPS 1" IRON PIPE TO BE SET
® RBS 5/6' REBAK TO DE SET
■ GMF CONCRETE MONUMENT FOUND
A.G. ABOVE GRADE
B.G. BELOW GRADE
PAVED DRIVE
SOUTHLAND
ENTERPRISES. INC.
N/F
VOL. 276 P6.479
I
. 4211-
I2/V63 AND RlLORDED IN IIM VOL.I66. W.N. ' I 20.67'
F. "SQJTILAIO. REVISED RAT OF SI.DOIVHION Of A PORTION I.
\ OF THE LAIRS Of SOUTILND ENTERPRISES. INC. SOI/rN I I LOT ?
SEWER IN�G01[If R rAo �vERwoNT. eJL1E Irlre�xavm ONW T`w`o SHEeTs I 102 ACRES
MANHOLE "TM RECORDED IN SLIDE awl I 44.447 Sp. FT
(TYP.) 0.-MCpoNALps coleroleArloN wlsrwooD. Nn».. rur of I
001RDARr SURVEY PROPERTY OF CHEISiINC! G PETERS SOUTH
OURLINGTOM. VERMONT.' DY DUCK t r1ERU CIVIL ENGINEERS.
DATED SElTEMDER ITT4 MO RlGORDEO IN SLIDE aq3. I �`
H 'uuarLAIN WATER DISTRICT LI11rreNDlNI LouNTr. VERMONT. I � PROPOSED PROPERTY
RIGHT OF WAY. PROPERTY Of JllrTbOLD HOLDING CORP. SOUTH
DIARLINGTOM. VeRM10NT: Dr fAULSCN ASSOCIATES. INC.. DATED V14/7I I LINES I
AND RECORDED IN YAP V0..105. PGA
MARTIN'S FOODS OF LOT 1
SOUTH BLRLINGTON 1116 ACRES
INC. 466,777 50. FT.
VOL.408. P61.119
I � PAVED DRIVE
UTILITY LINES
INCLUDE A 25'
EASEMENT TO GREEN
MOUNTAIN POWER
GOMf ANY AS
APPROTION XIMATE I
LOCAOF nl IIn
.
PROPOSED p' p
EASEMENT TO LOT ? ry �j II
FOR SEWER LINES
TO BE CENTERED
ON NEW SEWER I I G+ANTS D
LINES \
20' SEWER EASEMENT
TO CITY OF SOUTH
BURL 1 NGTON
VOL.74, PG.297 1
Ali
y j PROP 05CIP
TO LOT ? FOR Q R
% INGRESS + EGRE5S-'---"3,
1 1�
99'
2
R.O.W,
I-IE9
IT
I OWNER/APPL 1 CANT
MARTINS FOODS OF
SOUTH DURLINGTON INC.
5HELMAW ROAD
SOUTH DURLINGTON VT 05403
VOL.406, PCT.119
PARCEL ID * 640 - 935 - 7
CHARLES + JANET
PERK INS
N/F
VOL.160. PG.371
ALI TAHAMI
N/F
VOL479. PG. 128
I
PAULINE
GANNIZZARO
N/F
VOL.464, PG.551
APPROXIMATE LOCATION OF EA5EMENT TO
THE STATE OF VERMONT FOR TRAFFIC
CONTROL LOOPS AND PAVEMENT MARKINGS
AS RECORDED IN VOL.199, PG.479 AND
SHOWN ON MAP VOL.166, PG.45.
— CITY CLERK'S OFF ICE
CITY OF SOUTH DURLINGTON. VT. 2006
RECEIVED FOR RECORD AT O'GLOGK
M_ AND RECORDED IN SLIDE#
I DESCRIBED IN / - uoitV i..edR
VOL.69. PG.103 P /� 4X4' 11T
CONCRETE
/ MONVAIEN4 PAVED DRIVE `�PORTION OF
0.3' AG t- METAL SEWER LINE I
504'56'40lN DETECTED IN REPORTED TO
73
4X4' N86'O W CONCRETE by pp' I Jplly ASSOCIATES � SIDEWALK BE pUT510E
MONUMENT O.l' � WF J i OF EASEMENT.
AG 1 VOL. 392 PG. 91 WAS NOT
I VOL.216, P6.320 FIELD
LEGATED
i
I 1 BURLINGTON
APPROVED BY RESOLUTION OF THE DEVELOPMENT � SAVINGS BANK I
WF
REVIEW BOARD OF THE CITY OF SOUTH
VOL.130. PG.12I
BURLINGTON, SUBJECT TO 7HE REQUIREMENTS AND
CONDITIONS OF SAID RESOLUTION.
SIGNED THIS DAY OF 7006 BY
GRAPHIC SCALE
a0 0 30 #0 120 NO
( IN FEET )
I inch - 60 fL
(CLERK OR CHAIRMAN)
TO THE BE5T OF MY KNOWLEDGE. THIS
PLAT IS 5A5ED ON INFORMATION ABSTRACTED
FROM PERTINENT DEEDS AND/OR OTHER
OFFICIAL RECORDS. AND MARKERS EVIDENT
ON THE PROPERTY. AND CONFORMS WITH THE
REQUIREMENTS OF 27 V5A + 1403.
DATED THIS _ DAY OF 2008
L.S.735
DRAFT
ATTEST,
TOWN CLERK
ONLY DE I/SEO FOR THE MAP05C SHOWN DELOW,
Cj SKETLWLONLEPT ACT 250 REVIEW
PRELIMINARY O GON5TRUCTION
(] FINAL LOCAL REVIEW 0 RECORD DRAWING
LAND5 OF fto cGT NO..
MAR T I N'5 F0005 07053
OF SURVEY
IAAS/ADS
SOUTH 6URL I NGTON, I NG DESI6N
DS
2 LOT L;Eo
5 U5D 1 V 15 ION DATE
o4nvoe
SCALE
LAMOUREUX & DIN r ' .0
CouaulNRg E6giRten, Inc.tuR. 'Mr Np
14 Norse Drive
F�aex luoclion, VT 05452 I OF I
Tcl: R02-B]64450
RBF 3/6 FLUSH
GAP LS 517
278' NORTHERLY
OF LINE
NEW CATCH
BASIN
RBF 5/B'
THE HUMANE SOCIETY OF FLUSH
GHITTENDEN COUNTY, INC GAP LS 517
WF 250'
VOL.56. PG.383 NORTHERLY
OF LINE
REMAINS OF METAL PICKET I
OLD DARDED WIRE FENCE
FENCE
THE HUMANE 50CIETY
OF GHITTENDEN
1 112' IPF COUNTY
FLUSH N/F
PG.599�VOL481
87'/3 I7 E A05 00 wa UT IL I T
— _ POLE
(TYP.)
REMAINS
dp OF
CONCRETE
MONUMENT
PAVED DRIVE
(
GLARK HINSDALE.
JR.
N/F
VOL.115. PG.229
F0'5
NNY 1
DAR +LL
O
SIDELINE OF IS' WATERLINE
EASEMENT TO G40MpLA1N
WATER DISTRICT
VOL b?, PG.313
3QOD _ EN CITY PARK ROAD
O I � 4X4' GAP —
J lo' A.G.
RIGHARD LIMOGE V7 AOT
1� N/F
VOL.737 P5.440
O APPAR7MENT 3/4' IPF FLUSH I
BUILDING DISTGRBED SHOT
1 BASE
N45'II'31 E. 0.94'
FROM CORNER
%96.00' -- L3' A.G.
LEANING
IPF
R o.?' A.G.
REMAINS OF
CONCRETE APPROXIMATE AREA OF
MOIJI/AEN7 DRAINAGE CULVERT AND �' O
N80'45'34'E. 0.62' DRIVE EASEMENTS 70 I 9;
FROM VERMONT AGENCY OF
CALCULATED TRANSPORTATION AS I II SKIPGO. INC.
CORNER RECORDED IN � CONCRETE _ WF
VOL.217. PG.73 4X4 nOL-353'
PG.506
OR.£EN
SURVEY REFERENCES voL.194. PG374 Monxn4ENr I LOCATION PLAN
THIS FLAT WAS LOIfILED FROM FIELD SURVEYS AND RECORD VOL.166. PG. PSI
RESEARCH INCLUDING THE USE of THE FOLLOWING RATS FLUSH I N.T.S.
A-d,RLINGTp/ PLAZA 135-147 SKLDURN! ROAD SOUTH 584'37'17'E —
DutLINGTOM. vuuoNr, rRVAKcS FOR, Nwalnrow dcos_ GO. q.p• I —
r0. DO% 000 PpR1LA1D. WIHE 0404 OWNED DYE GARY
UJSTlR' DY DU5015 AND KING INC. AND DATED JAIUARY n17.
D. xuARr -135-7 SNELDLKHE ROAD sours DURLINGTON vr. DY t ; TIRE WAREHOUSE
RANDY M. DERARD. LOT �, SINGIE LOT S1.001V ISION SOUTH
OLRLINGTON VlRMONT.T'. DY FITZPATRICR-LLEWELLYN INC- DATED CENTRAL. INC.
Y NOVEADER nee AND RECORDED IN SI.IOE )N. APPROXIMATE RI$ N/F
Cl. 'FINAL FLAT Of KEs1LrING rARLELs OF u1AMrLAIN WATER LOCATION OF ,n ry VOL. 134 PG. 377
DISMILT. INC. THENIMA/E SOCIETY OF CHrtTENOEN COUNTY PROPOSED 20' � VOL. 212 PG. 70
AND
AGREEN MOIMTAIN fOwlR LORFORATIOM. QUEENu !!N rr PARR EASEMENT TO LOT ?
ROAD. SOUTH eueuNGTON' er RNI6HT LoreuLnNG ENGIHEeRs. FOR DRAINAGE TO � I
INC. LAST REVISED VIVOp AND REGOIROFD IN SLIDE 3U.
BE CENTERED ON I
D. 106H7 Or WAY RAT. JOLLEY ASSOCIATES IK. 51 LOWER NEW CATCH BASINS +
weLooM1 sT.. sr. A.DANs. VERMONT 05472. clir or SOUTH STORM LINES
DURLINGTOM. VERMONT: er DROOKs LAND 7URKrING DATED _ 564'13
IEIt I'n./ DlGEER AND RCGdRDlD IN ]L IOC •)6R �I73.Op'
E. 'STATE OF VERMONT AGENCY OF TRANSPORTATIOM. CITY Of
SOUTH DURLIN6TON PROJECT DI.RLIN6TON M SOOOIa" DATED 64'I5'07'W
I NOTES
lu Q Q
O l E — E .V E pl VEY T
055ERVATIOM. SURVlY DATA WAS COLLCLTCD
WITH TKOOLE 51W N 56W RECEIVERS THEN
W PROCESSED WITH 0" AND TIED TO THE VT
W2 m I GRID COORDRIATE SYSTEM.
f I ) THIS PROFERTY MAY D! 5USJeCT TO OTHER
Q1 IV1 EA•KNTS AD/OR RIGHTS -OF -WAY INGLLOING
a P MIT NOT LIMITED TO
W A Ip' RIGM AND EASEMENT TO VERMONT GAS
Iz
SYSTEMS. INC,. FOR 1RDEIR6ROIMD GAS MAIN AND
LATERAL LINES AS RECORDED IN VOL5)3. P6.560.
Ip� 3. THE F11 TAX r SHOWN ON THIS DOII1DARr
2 � wRvlr Is rnx MAr PARCEL anAo-vS-T.
4, ALL UNDERGROUND UTILITIes SHOWN ARE
DAMID ON FLANS OF RECORD AND MAY NOT
REPRESENT THEIR ACTUAL LOCATIONS.
6 ALL MEAS1At1ENITS GIVEN OF IRON PIPES FOUND
ARE RASED ON THE INSIDE DIAMETER
6. A CLOSED TRAVERSE SURVEY WAS GOM PLETED
ON O4/M/06. USING A COMDINATION OF 6M
DAXLINES AND CONVENTIONAL SURVEY EOUTAENT.
THE METHODS AND THE RESULTING ERROR
MEET OR EXCEED THE MINIMUM PRECISION
KeoUIKE1EMS FOR URDAN 5URVE"
1. THE 116.T OF WAY FOR VT. IOUTE 1.
IOUS
S ED �ANNDD5MET 1Y THE 7 OF MO-CGTTE HI&HWAY O, THEM.
36163
LE&END;
— ---- PROJECT PROPERTY LINE
— — — SIDELINE OF EASEMENT
BUILDING SETBACK LINES
— ABUTTING PROPERTY LINE
❑ WOOD RAIL FENCE
—0— CHAIN LINK FENCE
N/F NOW OR FORMERLY
IPF IRON PIPE FOUND
OO IPS 1" IRON PIPE TO BE SET
® RBS 5/6' REBAK TO DE SET
■ GMF CONCRETE MONUMENT FOUND
A.G. ABOVE GRADE
B.G. BELOW GRADE
PAVED DRIVE
SOUTHLAND
ENTERPRISES. INC.
N/F
VOL. 276 P6.479
I
. 4211-
I2/V63 AND RlLORDED IN IIM VOL.I66. W.N. ' I 20.67'
F. "SQJTILAIO. REVISED RAT OF SI.DOIVHION Of A PORTION I.
\ OF THE LAIRS Of SOUTILND ENTERPRISES. INC. SOI/rN I I LOT ?
SEWER IN�G01[If R rAo �vERwoNT. eJL1E Irlre�xavm ONW T`w`o SHEeTs I 102 ACRES
MANHOLE "TM RECORDED IN SLIDE awl I 44.447 Sp. FT
(TYP.) 0.-MCpoNALps coleroleArloN wlsrwooD. Nn».. rur of I
001RDARr SURVEY PROPERTY OF CHEISiINC! G PETERS SOUTH
OURLINGTOM. VERMONT.' DY DUCK t r1ERU CIVIL ENGINEERS.
DATED SElTEMDER ITT4 MO RlGORDEO IN SLIDE aq3. I �`
H 'uuarLAIN WATER DISTRICT LI11rreNDlNI LouNTr. VERMONT. I � PROPOSED PROPERTY
RIGHT OF WAY. PROPERTY Of JllrTbOLD HOLDING CORP. SOUTH
DIARLINGTOM. VeRM10NT: Dr fAULSCN ASSOCIATES. INC.. DATED V14/7I I LINES I
AND RECORDED IN YAP V0..105. PGA
MARTIN'S FOODS OF LOT 1
SOUTH BLRLINGTON 1116 ACRES
INC. 466,777 50. FT.
VOL.408. P61.119
I � PAVED DRIVE
UTILITY LINES
INCLUDE A 25'
EASEMENT TO GREEN
MOUNTAIN POWER
GOMf ANY AS
APPROTION XIMATE I
LOCAOF nl IIn
.
PROPOSED p' p
EASEMENT TO LOT ? ry �j II
FOR SEWER LINES
TO BE CENTERED
ON NEW SEWER I I G+ANTS D
LINES \
20' SEWER EASEMENT
TO CITY OF SOUTH
BURL 1 NGTON
VOL.74, PG.297 1
Ali
y j PROP 05CIP
TO LOT ? FOR Q R
% INGRESS + EGRE5S-'---"3,
1 1�
99'
2
R.O.W,
I-IE9
IT
I OWNER/APPL 1 CANT
MARTINS FOODS OF
SOUTH DURLINGTON INC.
5HELMAW ROAD
SOUTH DURLINGTON VT 05403
VOL.406, PCT.119
PARCEL ID * 640 - 935 - 7
CHARLES + JANET
PERK INS
N/F
VOL.160. PG.371
ALI TAHAMI
N/F
VOL479. PG. 128
I
PAULINE
GANNIZZARO
N/F
VOL.464, PG.551
APPROXIMATE LOCATION OF EA5EMENT TO
THE STATE OF VERMONT FOR TRAFFIC
CONTROL LOOPS AND PAVEMENT MARKINGS
AS RECORDED IN VOL.199, PG.479 AND
SHOWN ON MAP VOL.166, PG.45.
— CITY CLERK'S OFF ICE
CITY OF SOUTH DURLINGTON. VT. 2006
RECEIVED FOR RECORD AT O'GLOGK
M_ AND RECORDED IN SLIDE#
I DESCRIBED IN / - uoitV i..edR
VOL.69. PG.103 P /� 4X4' 11T
CONCRETE
/ MONVAIEN4 PAVED DRIVE `�PORTION OF
0.3' AG t- METAL SEWER LINE I
504'56'40lN DETECTED IN REPORTED TO
73
4X4' N86'O W CONCRETE by pp' I Jplly ASSOCIATES � SIDEWALK BE pUT510E
MONUMENT O.l' � WF J i OF EASEMENT.
AG 1 VOL. 392 PG. 91 WAS NOT
I VOL.216, P6.320 FIELD
LEGATED
i
I 1 BURLINGTON
APPROVED BY RESOLUTION OF THE DEVELOPMENT � SAVINGS BANK I
WF
REVIEW BOARD OF THE CITY OF SOUTH
VOL.130. PG.12I
BURLINGTON, SUBJECT TO 7HE REQUIREMENTS AND
CONDITIONS OF SAID RESOLUTION.
SIGNED THIS DAY OF 7006 BY
GRAPHIC SCALE
a0 0 30 #0 120 NO
( IN FEET )
I inch - 60 fL
(CLERK OR CHAIRMAN)
TO THE BE5T OF MY KNOWLEDGE. THIS
PLAT IS 5A5ED ON INFORMATION ABSTRACTED
FROM PERTINENT DEEDS AND/OR OTHER
OFFICIAL RECORDS. AND MARKERS EVIDENT
ON THE PROPERTY. AND CONFORMS WITH THE
REQUIREMENTS OF 27 V5A + 1403.
DATED THIS _ DAY OF 2008
L.S.735
DRAFT
ATTEST,
TOWN CLERK
ONLY DE I/SEO FOR THE MAP05C SHOWN DELOW,
Cj SKETLWLONLEPT ACT 250 REVIEW
PRELIMINARY O GON5TRUCTION
(] FINAL LOCAL REVIEW 0 RECORD DRAWING
LAND5 OF fto cGT NO..
MAR T I N'5 F0005 07053
OF SURVEY
IAAS/ADS
SOUTH 6URL I NGTON, I NG DESI6N
DS
2 LOT L;Eo
5 U5D 1 V 15 ION DATE
o4nvoe
SCALE
LAMOUREUX & DIN r ' .0
CouaulNRg E6giRten, Inc.tuR. 'Mr Np
14 Norse Drive
F�aex luoclion, VT 05452 I OF I
Tcl: R02-B]64450
36163
LE&END;
— ---- PROJECT PROPERTY LINE
— — — SIDELINE OF EASEMENT
BUILDING SETBACK LINES
— ABUTTING PROPERTY LINE
❑ WOOD RAIL FENCE
—0— CHAIN LINK FENCE
N/F NOW OR FORMERLY
IPF IRON PIPE FOUND
OO IPS 1" IRON PIPE TO BE SET
® RBS 5/6' REBAK TO DE SET
■ GMF CONCRETE MONUMENT FOUND
A.G. ABOVE GRADE
B.G. BELOW GRADE
PAVED DRIVE
SOUTHLAND
ENTERPRISES. INC.
N/F
VOL. 276 P6.479
I
. 4211-
I2/V63 AND RlLORDED IN IIM VOL.I66. W.N. ' I 20.67'
F. "SQJTILAIO. REVISED RAT OF SI.DOIVHION Of A PORTION I.
\ OF THE LAIRS Of SOUTILND ENTERPRISES. INC. SOI/rN I I LOT ?
SEWER IN�G01[If R rAo �vERwoNT. eJL1E Irlre�xavm ONW T`w`o SHEeTs I 102 ACRES
MANHOLE "TM RECORDED IN SLIDE awl I 44.447 Sp. FT
(TYP.) 0.-MCpoNALps coleroleArloN wlsrwooD. Nn».. rur of I
001RDARr SURVEY PROPERTY OF CHEISiINC! G PETERS SOUTH
OURLINGTOM. VERMONT.' DY DUCK t r1ERU CIVIL ENGINEERS.
DATED SElTEMDER ITT4 MO RlGORDEO IN SLIDE aq3. I �`
H 'uuarLAIN WATER DISTRICT LI11rreNDlNI LouNTr. VERMONT. I � PROPOSED PROPERTY
RIGHT OF WAY. PROPERTY Of JllrTbOLD HOLDING CORP. SOUTH
DIARLINGTOM. VeRM10NT: Dr fAULSCN ASSOCIATES. INC.. DATED V14/7I I LINES I
AND RECORDED IN YAP V0..105. PGA
MARTIN'S FOODS OF LOT 1
SOUTH BLRLINGTON 1116 ACRES
INC. 466,777 50. FT.
VOL.408. P61.119
I � PAVED DRIVE
UTILITY LINES
INCLUDE A 25'
EASEMENT TO GREEN
MOUNTAIN POWER
GOMf ANY AS
APPROTION XIMATE I
LOCAOF nl IIn
.
PROPOSED p' p
EASEMENT TO LOT ? ry �j II
FOR SEWER LINES
TO BE CENTERED
ON NEW SEWER I I G+ANTS D
LINES \
20' SEWER EASEMENT
TO CITY OF SOUTH
BURL 1 NGTON
VOL.74, PG.297 1
Ali
y j PROP 05CIP
TO LOT ? FOR Q R
% INGRESS + EGRE5S-'---"3,
1 1�
99'
2
R.O.W,
I-IE9
IT
I OWNER/APPL 1 CANT
MARTINS FOODS OF
SOUTH DURLINGTON INC.
5HELMAW ROAD
SOUTH DURLINGTON VT 05403
VOL.406, PCT.119
PARCEL ID * 640 - 935 - 7
CHARLES + JANET
PERK INS
N/F
VOL.160. PG.371
ALI TAHAMI
N/F
VOL479. PG. 128
I
PAULINE
GANNIZZARO
N/F
VOL.464, PG.551
APPROXIMATE LOCATION OF EA5EMENT TO
THE STATE OF VERMONT FOR TRAFFIC
CONTROL LOOPS AND PAVEMENT MARKINGS
AS RECORDED IN VOL.199, PG.479 AND
SHOWN ON MAP VOL.166, PG.45.
— CITY CLERK'S OFF ICE
CITY OF SOUTH DURLINGTON. VT. 2006
RECEIVED FOR RECORD AT O'GLOGK
M_ AND RECORDED IN SLIDE#
I DESCRIBED IN / - uoitV i..edR
VOL.69. PG.103 P /� 4X4' 11T
CONCRETE
/ MONVAIEN4 PAVED DRIVE `�PORTION OF
0.3' AG t- METAL SEWER LINE I
504'56'40lN DETECTED IN REPORTED TO
73
4X4' N86'O W CONCRETE by pp' I Jplly ASSOCIATES � SIDEWALK BE pUT510E
MONUMENT O.l' � WF J i OF EASEMENT.
AG 1 VOL. 392 PG. 91 WAS NOT
I VOL.216, P6.320 FIELD
LEGATED
i
I 1 BURLINGTON
APPROVED BY RESOLUTION OF THE DEVELOPMENT � SAVINGS BANK I
WF
REVIEW BOARD OF THE CITY OF SOUTH
VOL.130. PG.12I
BURLINGTON, SUBJECT TO 7HE REQUIREMENTS AND
CONDITIONS OF SAID RESOLUTION.
SIGNED THIS DAY OF 7006 BY
GRAPHIC SCALE
a0 0 30 #0 120 NO
( IN FEET )
I inch - 60 fL
(CLERK OR CHAIRMAN)
TO THE BE5T OF MY KNOWLEDGE. THIS
PLAT IS 5A5ED ON INFORMATION ABSTRACTED
FROM PERTINENT DEEDS AND/OR OTHER
OFFICIAL RECORDS. AND MARKERS EVIDENT
ON THE PROPERTY. AND CONFORMS WITH THE
REQUIREMENTS OF 27 V5A + 1403.
DATED THIS _ DAY OF 2008
L.S.735
DRAFT
ATTEST,
TOWN CLERK
ONLY DE I/SEO FOR THE MAP05C SHOWN DELOW,
Cj SKETLWLONLEPT ACT 250 REVIEW
PRELIMINARY O GON5TRUCTION
(] FINAL LOCAL REVIEW 0 RECORD DRAWING
LAND5 OF fto cGT NO..
MAR T I N'5 F0005 07053
OF SURVEY
IAAS/ADS
SOUTH 6URL I NGTON, I NG DESI6N
DS
2 LOT L;Eo
5 U5D 1 V 15 ION DATE
o4nvoe
SCALE
LAMOUREUX & DIN r ' .0
CouaulNRg E6giRten, Inc.tuR. 'Mr Np
14 Norse Drive
F�aex luoclion, VT 05452 I OF I
Tcl: R02-B]64450
PAVED DRIVE
SOUTHLAND
ENTERPRISES. INC.
N/F
VOL. 276 P6.479
I
. 4211-
I2/V63 AND RlLORDED IN IIM VOL.I66. W.N. ' I 20.67'
F. "SQJTILAIO. REVISED RAT OF SI.DOIVHION Of A PORTION I.
\ OF THE LAIRS Of SOUTILND ENTERPRISES. INC. SOI/rN I I LOT ?
SEWER IN�G01[If R rAo �vERwoNT. eJL1E Irlre�xavm ONW T`w`o SHEeTs I 102 ACRES
MANHOLE "TM RECORDED IN SLIDE awl I 44.447 Sp. FT
(TYP.) 0.-MCpoNALps coleroleArloN wlsrwooD. Nn».. rur of I
001RDARr SURVEY PROPERTY OF CHEISiINC! G PETERS SOUTH
OURLINGTOM. VERMONT.' DY DUCK t r1ERU CIVIL ENGINEERS.
DATED SElTEMDER ITT4 MO RlGORDEO IN SLIDE aq3. I �`
H 'uuarLAIN WATER DISTRICT LI11rreNDlNI LouNTr. VERMONT. I � PROPOSED PROPERTY
RIGHT OF WAY. PROPERTY Of JllrTbOLD HOLDING CORP. SOUTH
DIARLINGTOM. VeRM10NT: Dr fAULSCN ASSOCIATES. INC.. DATED V14/7I I LINES I
AND RECORDED IN YAP V0..105. PGA
MARTIN'S FOODS OF LOT 1
SOUTH BLRLINGTON 1116 ACRES
INC. 466,777 50. FT.
VOL.408. P61.119
I � PAVED DRIVE
UTILITY LINES
INCLUDE A 25'
EASEMENT TO GREEN
MOUNTAIN POWER
GOMf ANY AS
APPROTION XIMATE I
LOCAOF nl IIn
.
PROPOSED p' p
EASEMENT TO LOT ? ry �j II
FOR SEWER LINES
TO BE CENTERED
ON NEW SEWER I I G+ANTS D
LINES \
20' SEWER EASEMENT
TO CITY OF SOUTH
BURL 1 NGTON
VOL.74, PG.297 1
Ali
y j PROP 05CIP
TO LOT ? FOR Q R
% INGRESS + EGRE5S-'---"3,
1 1�
99'
2
R.O.W,
I-IE9
IT
I OWNER/APPL 1 CANT
MARTINS FOODS OF
SOUTH DURLINGTON INC.
5HELMAW ROAD
SOUTH DURLINGTON VT 05403
VOL.406, PCT.119
PARCEL ID * 640 - 935 - 7
CHARLES + JANET
PERK INS
N/F
VOL.160. PG.371
ALI TAHAMI
N/F
VOL479. PG. 128
I
PAULINE
GANNIZZARO
N/F
VOL.464, PG.551
APPROXIMATE LOCATION OF EA5EMENT TO
THE STATE OF VERMONT FOR TRAFFIC
CONTROL LOOPS AND PAVEMENT MARKINGS
AS RECORDED IN VOL.199, PG.479 AND
SHOWN ON MAP VOL.166, PG.45.
— CITY CLERK'S OFF ICE
CITY OF SOUTH DURLINGTON. VT. 2006
RECEIVED FOR RECORD AT O'GLOGK
M_ AND RECORDED IN SLIDE#
I DESCRIBED IN / - uoitV i..edR
VOL.69. PG.103 P /� 4X4' 11T
CONCRETE
/ MONVAIEN4 PAVED DRIVE `�PORTION OF
0.3' AG t- METAL SEWER LINE I
504'56'40lN DETECTED IN REPORTED TO
73
4X4' N86'O W CONCRETE by pp' I Jplly ASSOCIATES � SIDEWALK BE pUT510E
MONUMENT O.l' � WF J i OF EASEMENT.
AG 1 VOL. 392 PG. 91 WAS NOT
I VOL.216, P6.320 FIELD
LEGATED
i
I 1 BURLINGTON
APPROVED BY RESOLUTION OF THE DEVELOPMENT � SAVINGS BANK I
WF
REVIEW BOARD OF THE CITY OF SOUTH
VOL.130. PG.12I
BURLINGTON, SUBJECT TO 7HE REQUIREMENTS AND
CONDITIONS OF SAID RESOLUTION.
SIGNED THIS DAY OF 7006 BY
GRAPHIC SCALE
a0 0 30 #0 120 NO
( IN FEET )
I inch - 60 fL
(CLERK OR CHAIRMAN)
TO THE BE5T OF MY KNOWLEDGE. THIS
PLAT IS 5A5ED ON INFORMATION ABSTRACTED
FROM PERTINENT DEEDS AND/OR OTHER
OFFICIAL RECORDS. AND MARKERS EVIDENT
ON THE PROPERTY. AND CONFORMS WITH THE
REQUIREMENTS OF 27 V5A + 1403.
DATED THIS _ DAY OF 2008
L.S.735
DRAFT
ATTEST,
TOWN CLERK
ONLY DE I/SEO FOR THE MAP05C SHOWN DELOW,
Cj SKETLWLONLEPT ACT 250 REVIEW
PRELIMINARY O GON5TRUCTION
(] FINAL LOCAL REVIEW 0 RECORD DRAWING
LAND5 OF fto cGT NO..
MAR T I N'5 F0005 07053
OF SURVEY
IAAS/ADS
SOUTH 6URL I NGTON, I NG DESI6N
DS
2 LOT L;Eo
5 U5D 1 V 15 ION DATE
o4nvoe
SCALE
LAMOUREUX & DIN r ' .0
CouaulNRg E6giRten, Inc.tuR. 'Mr Np
14 Norse Drive
F�aex luoclion, VT 05452 I OF I
Tcl: R02-B]64450
MARTIN'S FOODS OF LOT 1
SOUTH BLRLINGTON 1116 ACRES
INC. 466,777 50. FT.
VOL.408. P61.119
I � PAVED DRIVE
UTILITY LINES
INCLUDE A 25'
EASEMENT TO GREEN
MOUNTAIN POWER
GOMf ANY AS
APPROTION XIMATE I
LOCAOF nl IIn
.
PROPOSED p' p
EASEMENT TO LOT ? ry �j II
FOR SEWER LINES
TO BE CENTERED
ON NEW SEWER I I G+ANTS D
LINES \
20' SEWER EASEMENT
TO CITY OF SOUTH
BURL 1 NGTON
VOL.74, PG.297 1
Ali
y j PROP 05CIP
TO LOT ? FOR Q R
% INGRESS + EGRE5S-'---"3,
1 1�
99'
2
R.O.W,
I-IE9
IT
I OWNER/APPL 1 CANT
MARTINS FOODS OF
SOUTH DURLINGTON INC.
5HELMAW ROAD
SOUTH DURLINGTON VT 05403
VOL.406, PCT.119
PARCEL ID * 640 - 935 - 7
CHARLES + JANET
PERK INS
N/F
VOL.160. PG.371
ALI TAHAMI
N/F
VOL479. PG. 128
I
PAULINE
GANNIZZARO
N/F
VOL.464, PG.551
APPROXIMATE LOCATION OF EA5EMENT TO
THE STATE OF VERMONT FOR TRAFFIC
CONTROL LOOPS AND PAVEMENT MARKINGS
AS RECORDED IN VOL.199, PG.479 AND
SHOWN ON MAP VOL.166, PG.45.
— CITY CLERK'S OFF ICE
CITY OF SOUTH DURLINGTON. VT. 2006
RECEIVED FOR RECORD AT O'GLOGK
M_ AND RECORDED IN SLIDE#
I DESCRIBED IN / - uoitV i..edR
VOL.69. PG.103 P /� 4X4' 11T
CONCRETE
/ MONVAIEN4 PAVED DRIVE `�PORTION OF
0.3' AG t- METAL SEWER LINE I
504'56'40lN DETECTED IN REPORTED TO
73
4X4' N86'O W CONCRETE by pp' I Jplly ASSOCIATES � SIDEWALK BE pUT510E
MONUMENT O.l' � WF J i OF EASEMENT.
AG 1 VOL. 392 PG. 91 WAS NOT
I VOL.216, P6.320 FIELD
LEGATED
i
I 1 BURLINGTON
APPROVED BY RESOLUTION OF THE DEVELOPMENT � SAVINGS BANK I
WF
REVIEW BOARD OF THE CITY OF SOUTH
VOL.130. PG.12I
BURLINGTON, SUBJECT TO 7HE REQUIREMENTS AND
CONDITIONS OF SAID RESOLUTION.
SIGNED THIS DAY OF 7006 BY
GRAPHIC SCALE
a0 0 30 #0 120 NO
( IN FEET )
I inch - 60 fL
(CLERK OR CHAIRMAN)
TO THE BE5T OF MY KNOWLEDGE. THIS
PLAT IS 5A5ED ON INFORMATION ABSTRACTED
FROM PERTINENT DEEDS AND/OR OTHER
OFFICIAL RECORDS. AND MARKERS EVIDENT
ON THE PROPERTY. AND CONFORMS WITH THE
REQUIREMENTS OF 27 V5A + 1403.
DATED THIS _ DAY OF 2008
L.S.735
DRAFT
ATTEST,
TOWN CLERK
ONLY DE I/SEO FOR THE MAP05C SHOWN DELOW,
Cj SKETLWLONLEPT ACT 250 REVIEW
PRELIMINARY O GON5TRUCTION
(] FINAL LOCAL REVIEW 0 RECORD DRAWING
LAND5 OF fto cGT NO..
MAR T I N'5 F0005 07053
OF SURVEY
IAAS/ADS
SOUTH 6URL I NGTON, I NG DESI6N
DS
2 LOT L;Eo
5 U5D 1 V 15 ION DATE
o4nvoe
SCALE
LAMOUREUX & DIN r ' .0
CouaulNRg E6giRten, Inc.tuR. 'Mr Np
14 Norse Drive
F�aex luoclion, VT 05452 I OF I
Tcl: R02-B]64450
20' SEWER EASEMENT
TO CITY OF SOUTH
BURL 1 NGTON
VOL.74, PG.297 1
Ali
y j PROP 05CIP
TO LOT ? FOR Q R
% INGRESS + EGRE5S-'---"3,
1 1�
99'
2
R.O.W,
I-IE9
IT
I OWNER/APPL 1 CANT
MARTINS FOODS OF
SOUTH DURLINGTON INC.
5HELMAW ROAD
SOUTH DURLINGTON VT 05403
VOL.406, PCT.119
PARCEL ID * 640 - 935 - 7
CHARLES + JANET
PERK INS
N/F
VOL.160. PG.371
ALI TAHAMI
N/F
VOL479. PG. 128
I
PAULINE
GANNIZZARO
N/F
VOL.464, PG.551
APPROXIMATE LOCATION OF EA5EMENT TO
THE STATE OF VERMONT FOR TRAFFIC
CONTROL LOOPS AND PAVEMENT MARKINGS
AS RECORDED IN VOL.199, PG.479 AND
SHOWN ON MAP VOL.166, PG.45.
— CITY CLERK'S OFF ICE
CITY OF SOUTH DURLINGTON. VT. 2006
RECEIVED FOR RECORD AT O'GLOGK
M_ AND RECORDED IN SLIDE#
I DESCRIBED IN / - uoitV i..edR
VOL.69. PG.103 P /� 4X4' 11T
CONCRETE
/ MONVAIEN4 PAVED DRIVE `�PORTION OF
0.3' AG t- METAL SEWER LINE I
504'56'40lN DETECTED IN REPORTED TO
73
4X4' N86'O W CONCRETE by pp' I Jplly ASSOCIATES � SIDEWALK BE pUT510E
MONUMENT O.l' � WF J i OF EASEMENT.
AG 1 VOL. 392 PG. 91 WAS NOT
I VOL.216, P6.320 FIELD
LEGATED
i
I 1 BURLINGTON
APPROVED BY RESOLUTION OF THE DEVELOPMENT � SAVINGS BANK I
WF
REVIEW BOARD OF THE CITY OF SOUTH
VOL.130. PG.12I
BURLINGTON, SUBJECT TO 7HE REQUIREMENTS AND
CONDITIONS OF SAID RESOLUTION.
SIGNED THIS DAY OF 7006 BY
GRAPHIC SCALE
a0 0 30 #0 120 NO
( IN FEET )
I inch - 60 fL
(CLERK OR CHAIRMAN)
TO THE BE5T OF MY KNOWLEDGE. THIS
PLAT IS 5A5ED ON INFORMATION ABSTRACTED
FROM PERTINENT DEEDS AND/OR OTHER
OFFICIAL RECORDS. AND MARKERS EVIDENT
ON THE PROPERTY. AND CONFORMS WITH THE
REQUIREMENTS OF 27 V5A + 1403.
DATED THIS _ DAY OF 2008
L.S.735
DRAFT
ATTEST,
TOWN CLERK
ONLY DE I/SEO FOR THE MAP05C SHOWN DELOW,
Cj SKETLWLONLEPT ACT 250 REVIEW
PRELIMINARY O GON5TRUCTION
(] FINAL LOCAL REVIEW 0 RECORD DRAWING
LAND5 OF fto cGT NO..
MAR T I N'5 F0005 07053
OF SURVEY
IAAS/ADS
SOUTH 6URL I NGTON, I NG DESI6N
DS
2 LOT L;Eo
5 U5D 1 V 15 ION DATE
o4nvoe
SCALE
LAMOUREUX & DIN r ' .0
CouaulNRg E6giRten, Inc.tuR. 'Mr Np
14 Norse Drive
F�aex luoclion, VT 05452 I OF I
Tcl: R02-B]64450
PROPOSED FLOOR PLAN -A-)
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scale: AS NOTED
project no. 07-661
checked by.
drawn by. TMF
date: 11.26.07
date revisions
R�C�
MAY ? sheet title:
City Of So
fSo B�rli
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sheet no.
„ A2. I
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WINDOW HEAD R.O.
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TRUSS BEARING
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WOOD SIDING o/ J" O.S.B. SHEATHING &
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ASPHALT SHINGLES o/ 15# ROOFING
FELTS & r O.S.B. SHEATHING
scale: AS NOTED
project no. o7-EE1
checked by:
drawn by: TMF
date: 01.23.0E
date I revisions
sheet title:
sheet no.
A4.1
J
I13'6"
B O. TRIM
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WEST EXTERIOR ELEVATION� DRAWINGS
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PERIMETER FROST WALL
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DRAWINGS
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EXTERIOR MATERIAL LEGEND
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Scale: AS NOTED
project no. 07-661
checked by.
drawn by: TMF
date: 01.23.08
date revisions
sheet title:
sheet no.
A4.2
-�J
11► rr 0-,0,
southburlinoon
PLANNING & ZONING
June 18, 2008
David G. White
Stephanie Hainley
David G. White & Associates
PO Box 1007
Burlington, VT 05402-1007
Re: Merchants Bank
Dear David &.Stephanie:
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 June 17, 2008
(effective 6/17/08). Please note the conditions of approval, including that the amended
final plat plans must be recorded in the land records within 180 days (must be
submitted & recorded by December 12, 2008) or this approval is null and void.
If you have any questions, please contact me.
Sincerely,
mBetsyonough Brown
Planning & Zoning Assistant
Encl.
CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 5690
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
June 18, 2008
Gary Dean
Merchants Bank
275 Kennedy Drive
South Burlington, VT 05403
Re: 929 Shelburne Road
Dear Mr Dean:
Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review
Board decision regarding the above referenced matter. You are being provided a copy of
this decision because you appeared or were heard at the hearing.
If you have any questions, please feel free to contact this office.
Sincerely,
Betsy McDonough Brown
Planning & Zoning Assistant
575 Dursat :stru t Sduth Burlington. VT 05403 tel 802.846.0,06 #ax 812.B44.4401 sarasor sbt.,rt.com
June 18, 2008
Roger Dickinson
Patti Coburn
Lamoureux & Dickinson
14 Morse Drive
Essex Junction, VT 05452
Re: 929 Shelburne Road
Dear Mr Dickinson & Ms. Coburn:
Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review
Board decision regarding the above referenced matter. You are being provided a copy of
this decision because you appeared or were heard at the hearing.
If you have any questions, please feel free to contact this office.
Sincerely,
Betsy McDonough Brown
Planning & Zoning Assistant
575C ne ,c t Streat au t 6 ft,arl ngta3n, VT 05403 14" 02-8Wttg fam 862,846AW E .s taucE. s n
Page 1 of 1
Betsy Brown
From: Betsy Brown
Sent: Wednesday, June 18, 2008 1:20 PM
To: 'lakelou@comcast.net'
Subject: Merchants Bank
Hi Lou — Since you appeared at the DRB meeting on 6/17 regarding Merchants Bank, I am
required by law to send you a copy of the signed decision. In an effort to save a tree or two, I
have attached it to this email for your review.
-Betsy
Betsy McDonough Brown
Planning & Zoning Assistant
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Ph: 802.846.4106
emcdonough @Lsburl.com
www.sburl.com
6/18/2008
CITY OF SOUTH BURLINGTON
Interested Persons Record and Service List
Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has
certain administrative obligations with respect to interested persons. At any hearing,
there must be an opportunity for each person wishing to achieve interested person
status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The
DRB must keep a written record of the name, address and participation of each person
who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision
rendered by the DRB must be mailed to every person or body appearing and having
been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to
the environmental court, the DRB must supply a list of interested persons to the
appellant in five wor . days. 24 V.S.A. § 4471(c).
HEARING DATE: A une ��y
NAM
'�`
_._._—)
REDS,,
PROJECT C)F 1NTFRFCT
3
t�
A,�,�
7n/ v,T,
1 Page I of 1
Betsy Brown
From: Stephanie T. Hainley [shainley@dgwhiteassoc.com]
Sent: Wednesday, June 18, 2008 10:21 AM
To: Betsy Brown
Subject: Last Night's DRB
Hi, Betsy.
Once again, our team was not present for the beginning of the hearing, so I don't believe we were signed in.
For your record & ours:
-Present for the Healthy Living team: David White, Katy Lesser, Stephanie Hainley (*Katy and her
daughter, Nina, might have signed in, as they were there before us.)
-Present for the Merchants Bank team: David White, Gary Dean, Roger Dickinson, Patti Coburn and
Stephanie Hainley
Thanks!
Stephanie 0
Stephanie T. Hainley
Research Analyst
David G. White & Assoc., Inc.
PO Box 1007
168 Battery St.
Burlington, VT
05402-1007
Phone: 802-862-1225 x16
Fax: 802-862-3601
6/18/2008
4tW40NVIN
15�11�
southburlington
PLANNING & ZONING
June 13, 2008
Stephanie Hainley
David G. White & Associates
PO Box 1007
Burlington, VT 05402-1007
Re: Merchants Bank
Dear Stephanie:
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 17, 2008 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,
jBetsy onough Brown
Zoning Assistant
Encl.
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www,sburi.com
BFJ
Buckhurst Fish & Jacquemart Inc. 115 51h Avenue New York, NY 10003 Tel (212) 353-
7474 Fax (212) 353-7494
Memorandum
To: Ray Belair, Administrative Officer, City of South Burlington
From: Georges Jacquemart, P.E.,AICP
Tel (212) 353 7477
Email g.jacquemart@bfjplanning.com
Subject: Review of Merchants Bank Supplemental Information for 929 Shelburne
Road
Date: June 17, 2008
We have reviewed the Technical Memorandum by Lamoureux & Dickinson dated May 21, 2008
addressing the comments that we raised in our previous memo dated April 14, 2008. The
applicant did look at the change of the Merchant's Bank as a piece of the overall Burlington
Plaza PUD. We feel that this is in conformance with the spirit of the Traffic overlay District in
that it views this as a mixed -use site with opportunities to internalize as many trips as possible.
Lamoureux & Dickinson made conservative assumptions regarding the internal trips in their
calculation of the external traffic generation. The total traffic generation remained below the
grandfathered traffic budget for the plaza/PUD of 1,052 trip ends, and does therefore satisfy the
TOD requirements.
As we mentioned before, the Bank should agree that they will not oppose a potential future
connection to the commercial site on the north (currently the Tire Warehouse) and that they will
not sign any agreement that would preclude such a future connection.
Please let us know if you have any questions regarding this review
May 27, 2008
David G. White
David G. White & Associates
PO Box 1007
Burlington, VT 05402-1007
Re: Minutes — 929 Shelburne Road
Dear Mr. White:
For your records, enclosed is a copy of the approved April 1, 2008 Development
Review Board meeting minutes.
If you have any questions, feel free to contact me.
Sincerely,
66N &00��
Betsy McDonough Brown
Planning & Zoning Assistant
Encl.
5175 Doi sit °"trust South Surlingtan, VT V 40 t0'4 '002,.t4 ",.« t 9 G a 52-046,4 61 wvvxs-.i�Hsi.r a rr,
PUBLIC HEARING
SOUTH BURLINGTON DEVELOP-
MENT REVIEW BOARD
The South Burlington Development
Review Board will hold a public
hearing at the South Burlington
City Hall Conference Room, 575
Dorset Street, South Burlington,
Vermont on Tuesday, June 17,
2008 at 7:30 P.M. to consider the
following:
1. Final plat application #SD-08-
27 of Stephen Juiffre to subdivide
a 1.34 acre parcel developed with
a single family dwelling into two
(2) parcels of 1.0 acres (lot #1)
and 0.34 acres (lot #2), 68 Kirby
Road.
2. Conditional use application
#CU-08-04 of Burlington Tennis
Club, Inc. to amend a previously
approved plan for a 2500 sq. ft.
indoor recreational facility and
outdoor recreational facilities.
The amendment consists of: 1)
constructing an 1800 sq. ft. ad-
dition to the indoor recreation
facility, 2) expanding parking
area, 3) constructing a wiffte ball
field, and 4) constructing one (1)
additional paddleball court, 12
1/2 C East Terrace.
3. Appeal #AO-08-09 of Century
Partners, LP appealing the issu-
ance of Notice of Violation #NV-
08-11 for zoning violations at 2&4
Market Street & 100 Dorset Street.
4. Appeal 00-08-10 of Tekram
Partners, LP appealing the issu-
ance of Notice of Violation #NV-
08-13 for zoning violations at 2&4
Market Street & 300 Dorset Street.
5. Appeal #AO-08-11 of Cedar
Bluff Condominium Association,
Inc, appealing the issuance of
Notice of Violation #NV-08-14 for
zoning violations at 303&305 Lime'
Kiln Rd.
6. Preliminary plat application
#SD-08-28 & final plat applica-
tion #SD-08-29 of Merchants Bank
for a planned unit development
to amend a previously approved
plan for a 100,932 sq. ft. retail
building (40,205 sq. ft. vacant)
and a 1000 sq. ft. bank with a
drive -through facility. The amend-
ment consists of: 1) enlarging
the bank's leased parcel to 1.02
acres, 2) razing the existing bank
building, and 3) constructing a
new 2120 sq. ft. bank building
with a drive -through facility, 929
Shelburne Road.
John Dinklage, Chairman
South Burlington Development
Review Board
Copies of the applications are
available for public inspection at
the South Burlington City Hall.
May 28, 2008
Betsy McDonough Brown
Planning & Zoning Assistant
May 22, 2008
Martin's Foods of South Burlington, Inc.
c/o Hannaford Bros.
ATTN: Ande A. Smith
PO Box 1000 MS 9805
Portland, ME 04104
Dear Property Owner:
Enclosed is a copy of a public hearing notice that was printed in Seven Days. It includes
an application for development on your property. This is being sent to you and the
abutting property owners to make aware that a public meeting is being held regarding the
proposed development. The official agenda will be posted on the City's website
(www.sburl.com) by the Friday prior to the meeting.
Under Title 24, Section 4464 of State law, participation in a municipal regulatory
proceeding is required in order to preserve your right to appeal a local development
approval to the Vermont Environmental Court. State law specifies that "Participation in a
local regulatory proceeding shall consist of offering, through oral or written testimony, a
statement of concern related to the subject of the proceeding."
If you would like to know more about the proposed development, you may call this
office at 846-4106, stop by during regular office hours, or attend the scheduled public
meeting.
Sincerely,
Betsy McDonough Brown
Planning & Zoning Assistant
Encl.
cc: Gary Dean, Merchants Bank
David G. White
575 Cap. -A t Strvet auglom, VT 05ao,'i t01 a 02.8w 4,L�5 faze 8G!,,0 t= 41 1 ww%v. r thut1,,Co'nI
May 27, 2008
Vermont Railway, Inc.
1 Railway Lane
Burlington, VT 05401
Dear Property Owner:
Enclosed is a copy of a public notice published in Seven Days. It includes an application
for development that abuts property you own. This is being sent to you to make you
aware that a public hearing is being held regarding the proposed development. You will
not receive this notice if any subsequent or continued public hearings for the same
applications are required.
Under Title 24, Section 4464 of State law, participation in a municipal regulatory
proceeding is required in order to preserve your right to appeal a local development
approval to the Vermont Environmental Court. State law specifies that "Participation in a
local regulatory proceeding shall consist of offering, through oral or written testimony, a
statement of concern related to the subject of the proceeding."
If you would like to know more about the proposed development, you may call this
office at 846-4106, stop by during regular office hours, or attend the schedule public
hearing.
Sincerely,
Betsy McDonough Brown
Planning & Zoning Assistant
Encl.
r,?5 Ou,vtI Streal, r,U, >. 11 v! .. ,err "�'. ? 1 t a
3.,~;.; . sal S! 1:n C€ fz.w�° T1 .€�. a; €ar".:.
lm� Fill COPY
Subdivision Plat Application
1 �5 -
Permit Number SD- �� -
APPLICATION FOR SUBDIVISION PLAT REVIEW 17
u Preliminary a Final
PUD Being Requested? r Yes ❑ No
All information requested on this application must be completed in full. Failure to provide the
requested information either on this application form or on the plans will result in your
application being rejected and a delay in the review before the Development Review Board.
1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
Martin's Foods of South Burlington, Inc., c/o Hannaford Bros. Co, ATTN: Ande A. Smith, P.O. Box 1000,
MS 9805 Portland, ME 04104
2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 408, Page 119
3. APPLICANT (Name, mailing address, phone and fax#) Merchants Bank, ATTN: Gary Dean,
P.O. Box 1009, Burlington, VT 05402-1009
4. CONTACT PERSON (Name, mailing address, phone and fax #) David G. White,
David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007;
Phone 862-1225, Fax: 862-3601
a. Contact email address. dwhite@dgwhiteassoc.com
5. PROJECT STREET ADDRESS: 929 Shelburne Rd, South Burlington, VT 05403
6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-009357.0
May 23, 2008
P
F
Subdivision Plat Application
7. PROJECT DESCRIPTION
a. General Project Description (describe what you are proposing): Merchants Bank
proposes to demolish the existing branch and build a new facility in a phased construction plan,
preventing any gap in service to the current Merchants customers.
b. Existing Uses on Property (including description and size of each separate use):
KMart: Retail Use (60,677 SF); Adjoining Retail: Currently vacant (40,265);
Merchants Bank: Bank branch, with drive -up teller (approx. 1000 SF)
c. Proposed Uses on property (include description and size of each new use and
existing uses to remain). Kmart and adjoining retail: To remain, no change to existing permits;
Merchants Bank: Demolition of existing building and construction of 2,120 SF branch with
drive -up teller
d. Total building square footage on property (proposed buildings and existing buildings
to remain): Kmart (existing, no change): 60,677 SF;
Adjoining Retail (existing, no change): 40,265 SF; Merchants (proposed): 2,120 SF
plus 180 SF covered porch and 624 SF canopy over the drive -through tellers
e. Height of building & number of floors (proposed buildings and existing buildings to
remain, specify if basement and mezzanine): 32', measured to top of cupola; 1 Floor
f. Number of residential units (if applicable, new units and existing units to remain):
Not applicable, no residential buildings on site.
g. Number of employees & company vehicles (existing and proposed, note office
versus non -office employees): Existing: 5 employees; Proposed: 5 employees
h. Other (list any other information pertinent to this application not specifically
requested above, please note if Overlay Districts are applicable): Project to be const.
and occupied in two phases. Existing branch to stay open until time of opening of new branch. New
branch will be built on site and existing branch will be razed once new branch is opened - see
"Grading and Utilities Site Plan." Please note, this application is intended to include subdividing the
bank's 1.02 acre lease parcel, as well as PUD and Site Plan review. Project located in Traffic
Overlay District,
Subdivision Plat Application
i. List any changes to the subdivision, such as property lines, number of units, lot
mergers, etc. Creation of new lot at Merchants site (see Subdivision Plat for details)
9. LOT COVERAGE (ALL information MUST be provided here, even if no change is
proposed) For Coverage Table, please see Sheet 1 "Overall Site Plan."
a. Size of Parcel: (acres /sq. ft.)
b. Building Coverage:
Existing square feet %
Proposed square feet %
c. Overall Coverage (building, parking, outside storage, etc):
Existing square feet %
Proposed square feet %
d. Front Yard Coverage(s) (commercial projects only):
Existing square feet %
Proposed square feet %
9. WETLAND INFORMATION
a. Are there any wetlands (Class I, Il, or III) on the subject property?
Yes 7� No
b. If yes, is the proposed development encroaching into any of these wetlands
associated 50' buffers (describe)
c. If yes, please submit the following with this application:
1. A site specific wetland delineation of the entire property or a written statement
that the applicant is relying on the City's wetland map.
2. Response to the criteria outlined in Section 12.02(E) of the Land Development
Regulations (applicant is strongly encouraged to have a wetland expert
respond to these criteria)
3
Subdivision Plat Application
10. AREA DISTURBED DURING CONSTRUCTION: 61,800 SF SQ. FT. *
*Projects disturbing more than one (1) acre of land must follow the City's specifications for
erosion control in Article 16 of the Land Development Regulations. Projects disturbing more
than one (1) acre require a permit from the Vermont Department of Environmental
Conservation.
11. COST ESTIMATES
a. Building (including interior renovations)
$ 950,000
b. Landscaping: $ 120,220 (included in estimate above)
Please submit itemized list of landscaping proposed)
c. Other site improvements (please list with cost)
12. ESTIMATED TRAFFIC ISee attached memorandum from Roger Dickinson, dated 5/21/08.
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):
11AM - 2PM: 4PM - 5PM
13. PEAK HOURS OF OPERATION:
14. PEAK DAYS OF OPERATION: Mondays, Thursdays & Fridays (plus any day after a holiday)
15. ESTIMATED PROJECT COMPLETION DATE: December 31, 2008
4
Subdivision Plat Application
16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE
STREET. You may attach on a separate sheet.
17. PLANS AND FEE
Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size
copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be
paid to the City at the time of submitting the application (see Exhibit A).
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.
IGNATILIRE OF APPLICANT
RE OFF' PROPERTY OWNER PRINT NAME
Do not write below this line
Subdivision Plat Application
DATE OF SUBMISSION:
have reviewed this preliminary plat application and find it to be:
LU" Com plete
❑ In mplete
5 a�
of Planning & Zoning or Designee bate
03
0
Merchants Bank Abutters List
Updated 5/23/08
Vermont Railway, Inc.
1 Railway Lane
Burlington, VT 05401
0260 0001
Jackson Latka
Laura Marlow
1 Brewer Parkway
South Burlington, VT 05403
0330 00064
Fire District # 1
575 Dorset Street
South Burlington, VT 05403
0675 00015
Old Orchard Realty
PO Box 4193
Burlington, VT 05402
0982 00142
Humane Society of Chittenden County
142 Kindness Court
South Burlington, VT 05407
1430 00303
Green Mountain Power Corporation
163 Acorn Lane
Colchester, VT 05446
1430 00403
Champlain Water District
PO Box 2085
South Burlington, VT 05403
1430 00733
Clark Hindsdale, Jr.
294 N. Winooski Ave.
Burlington, VT 05401
1430 00833
Richard Limoge
1 Harbor Watch Road
Burlington, VT 05401
1540 00907
Skipco, Inc.
793 Shelburne Road
South Burlington, VT 05403
1540 00916
Charles and Janet Perkins
80 South Cove Road
Burlington, VT 05401
1540 00919
Tire Warehouse Central
492 Main St.
Keene, NH 03431
1540 00930
Ali Tahami
429 Maeck Farm Road
Shelburne, VT 05482
1540 938-0
Pauline Cannizzaro
950 Shelburne Road
South Burlington, VT 05403
1540 00960
Burlington Savings Bank
C/O FATV/Key Bank
PO Box 560807
Dallas, TX 75356-0807
1540 00974
Handy Mountaha Trust
468 Orchard Drive
Colchester, VT 05446
1540 00977
Robert Jolley
Jolley Associates
PO Box 671
St. Albans, VT 05478
1540 00992
Gloria and Lawrence Rozzi Trustees
6636 Glen Arbor Way
Naples, FL 34119
Page 1 of 2
E
1540 01000
Long Term Lease Holders
New England Federal Credit Union
1540 00981
PO Box 527
Burger King
Williston, VT 05495
c/o Matthew Marcello
Hinkley, Alen & Snyder
1540 01016
1500 Fleet Center
Kunal LLC
Providence, RI 02903
138 North Main Street
Rutland, VT 05701
1540 01001
Chittenden Bank
1540 01030
c/o Chris Bishop
Shearer SDMWN Associates, LLC
PO Box 820
1675 Shelburne Road
Burlington, VT 05402-0820
South Burlington, VT 05403
1540 01025
1540 01041
Olive Garden
WESCO, Inc.
c/o John Doshna
Walter E. Simendinger
P.O. Box 593330
32 San Remo Drive
6990 Lake Ellenor Dr.
PO Box 2287
Orlando, FL 32802
South Burlington, VT 05407
0675 00040
1540 1075
Hannaford Brothers Co.
City of South Burlington (cemetery)
PO Box 1000
575 Dorset Street
Portland, ME 04104
South Burlington, VT 05403
0675 00040
1540 1085
Lowe's Home Centers, Inc.
J.W.J. Realty, Inc.
c/o Jeff Gray
1095 Shelburne Road
1605 Curtis Bridge Road - REEC Dock
South Burlington, VT 05403
Wilkesboro, NC 28697
1540 00981 & 1540 01025
Southland Enterprises, Inc.
69 College Street
P.O. Box 6
Burlington, VT 05402-0006
154001195
David M. Farrell, Trustee
5 Holmes Road
South Burlington, VT 05403
Page 2 of 2
Technical Memorandum
Peak Hour Trip Generation
Burlington Plaza & Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
May 21, 2008
This Technical Memorandum presents the methodology for determining compliance with the City's
Traffic Overlay District (TOD) requirements for the existing Burlington Plaza / Merchants Bank PUD; the
foundation of which was developed at a meeting with Juli Beth Hinds and Ray Belair on May 2, 2008 and
in a subsequent follow-up conference phone call with Ray Belair and Georges Jacquemart on May 7,
2008.
We agreed that for the purpose of the current Merchants Bank application and for future
amendments to the Burlington Plaza PUD, the grandfathered weekday pm peak hour traffic budget of
the existing Burlington Plaza / Merchants Bank PUD equals 1,052 vte/hour, as presented in our previous
Technical Memorandum dated March 20, 2008.
We also agreed that the PUD's actual existing and proposed weekday pm peak hour trip generation
should be based on ITE' trip generation rates using a full -occupancy assessment of Burlington Plaza's
historical uses. Because this is a PUD having mixed uses, Georges Jacquemart recommended including
an allowance for internal multi -purpose trips that circulate between the Merchants Bank and the other
Burlington Plaza uses, and opined that 5-10% would be a reasonable range.
Similarly, we agreed that the calculation of Merchants Bank trips should also be based on ITE trip
generation rates. While a recent count (August 2007) showed the Merchants Bank generating 196 pm
peak hour trip ends, we deemed it to be inappropriate to use that number in this methodology because
there is no way of knowing whether the 2007 count reflects the bank's portion of the 1,052 trips in
1993. Furthermore, the 2007 count was done on a Friday, and the overall pm peak hour weekday
average over 5 days would be considerably less than that.
With regards to the ITE trip generation of the existing and new Merchants Bank, there are two
independent variables related to physical characteristics that could be used; gross floor area and the
number of drive-in lanes. Using gross floor area results in 45 existing/96 proposed peak hour trips.
Similarly, using the number of drive-in lanes results in 102 existing/153 proposed peak hour trips. We
agreed that the higher trip end estimates calculated from the number of drive-in lanes would be the
best choice.
Table 1 summarizes the resulting trip estimates for the Burlington Plaza / Merchants Bank PUD both
for the existing condition as discussed above and for the proposed condition with the expanded
Merchants Bank facility. The numbers of internal trips shown in Table 1 were calculated using the
Trip Generation, institute of Transportation Engineers, 71" Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
May 21, 2008
Page 2
analytical procedure developed by the ITEZ for this purpose. The attached spreadsheets detailing those
calculations follow the ITE procedure using a conservative (low) 5% internal trip ratio between the three
major use categories; retail, movie theatre and drive-in bank.
Table 1
Burlington Plaza/Merchants Bank PUD Peak Hour Trips
Use
Existing
Proposed
Size
Trips (vte/hr)
Size
Trips (vte/hr)
Movie Theatre with Matinee
700 seats
49
700 seats
49
Shopping Center
70,221 sf
496
70,221 sf
496
Supermarket
21,121 sf
273
21,121 sf
273
Drive -In Bank
2 lanes
102
3 lanes
153
Internal Trips (see attached spreadsheets)
-24
-28
Total PM Peak Hour Trips
896
943
With 943 total peak hour trips, which includes the proposed expanded Merchants Bank, the
Burlington Plaza / Merchants Bank PUD remains within its 1,052 peak hour trip grandfathered traffic
budget, and thus satisfies the requirements of the City's TOD regulations.
` �A p.-0" DIC
NO. 6�5 �t -
;:
ENS
v i,Ss ONALENC,
Trip Generation Handbook, Institute of Transportation Engineers, 2"d Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Project: Merchants Bank
#: 07053
Scenario: Existing PM
F
By: R. Dickinson
Date: May 19, 2008
I anri I Ica A Retail
ITE LU Code
Size 91.342 ksf
Total
Internal I
External
Enter
377
5
372
Exit
392
4
388
Total
769
9
760
%
100%
1%
99%
Demand
Balanced
Demand
5%
1
1
5%
20
5%
2
2
5%
19
I anti I lse R Movie Theatre
ITE LU Code
Size 700 seats
Total
Internal
External
Enter
19
2
17
Exit
30
4
26
Total
49
6
43
%
100%
12%
1 88%
F
Demand
Balanced
Demand
5%
19
3
5%
3
5%
20
3
5%
3
Demand
Balanced
Demand
5%
1
1
5%
3
5%
2
2
5%
3
Net External Trips for Multi -Use Develo ment
Land Use
Total
A
B
C
Enter
372
17
46
435
Exit
388
26
47
461
Internal
Total
760
43
93
896
Capture
Sinqle-Use Total
769
49
102
920
3%
M
I anti Use C Drive -In Bank
ITE LU Code
Size 2 lanes
Total
Internal
External
Enter
51
5
46
Exit
51
4
47
Total
102
9
93
%
100%
9%
91%
Project: Merchants Bank
#: 07053
Scenario: Proposed PM
By: R. Dickinson
Date: May 19, 2008
I anri I Ica A Retail
ITE LU Code
Size 91.342 ksf
Total
Internal
I External
Enter
377
6
371
Exit
392
5
387
Total
769
11
758
%
100%
1%
99%
Demand
Balanced
Demand
5%
1
1
5%
20
5%
2
2
5%
19
v
I anri I Ica R Mnvia Thoatra
ITE LU Code
Size 700 seats
Total
Internal
External
Enter
19
2
17
Exit
30
4
26
Total
49
6
43
%
100%
12%
88%
4--
Demand
Balanced
Demand
5%
19
4
5%
4
5%
20
4
5%
4
Demand
Balanced
Demand
5%
1
1
5%
4
5%
2
2
5%
4
Net External Trips for Multi -Use Develo ment
Land Use
Total
A
B
C
Enter
371
17
70
458
Exit
387
26
72
485
Internal
Total
758
43
142
943
Capture
Sinale-Use Total
769
49
153
971
3%
I nnri I Ica r' nriva.ln Rank
ITE LU Code
Size 3 lanes
Total
Internal
External
Enter
76
6
70
Exit
77
5
72
Total
153
11
142
100%
7%
93%
14 Morse Drive
Essex Junction, VT 05452
May 2, 2008
Juli Beth Hinds, AICP
City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
Lamoureux & Dickinson
Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135
Email: mailCLDengineering.com
RE: Martin's Foods of South Burlington, Shelburne Road
Dear Juli Beth,
Enclosed is an Application for Wastewater Allocation for the above -referenced property.
The purpose of this application is to establish flows for the Burlington Plaza and the existing Merchants
Bank. Based on the State Environmental Protection Rules, Table 3, the wastewater design flow equals:
Use
Calculation
Gallons
per Day
Large Dry Goods
(5 gpd/l00 sf )*(60,671 sf)
3,034 gpd
Supermarket
(7.5 gpd/100 sf)*(20,550 sf)
1,541 gpd
Movie Theater
(5 gpd/seat )*(700 seats)
3,500 gpd
Small Dry Goods Store(drug store, video
rental & dry cleaner)
(100 gpd/storefront)*(3 store fronts)
300 gpd
Merchants Bank
(15 gpd/employee)*(6 employees)
90 gpd
Infiltration
300 gal/day* 12"*0.l l miles
300 gal/day*4"*.02 miles
396 gpd
24 gpd
Total
1 8,885 gpd
As discussed, the above is based on the uses that formerly occupied the Plaza. There is no change
proposed to the number of Merchants Bank employees with construction of the new Merchants Bank and
therefore this allocation request does not represent an increase over existing. The State has requested
that we establish flows for the entire parcel and documentation that the City has the capacity to serve the
above flows is required. Please call if there are any questions.
Sincerely,
pata�
Patricia Coburn, P.E.
cc. Gary Dean
P:\2007\07053\hinds wastewater allocation.wpd
Civil Environmental Transportation Planning Landscape Architecture Land Surveying
APPLICATION for WASTEWATER ALLOCATION
*Items marked with an asterisk must be filled in by ALL applicants
*Applicant Information
Applicant: Martin's Foods of South Burlington Inc., c/o Hannaford Brothers
Contact Person: Ande A.. Smith
Mailing address: P.O. Box 1000, MS 9805, Portland, ME 04104
Telephone and fax for contact:
Property owner name (if not applicant):
Property owner mailing address:
*Physical location of .project:. 929 Shelburne Road, South Burlington, VT
ignature of Applicant *Signature of Property Owner
(Both applicant mid property ownerMUST sign the application!)
*Project Information
If the project is a single-family home, please.check one: New Existing
If not single-family home, project name: Burlington Plaza
*Application or Permit Numbers: (from Dept. of Planning & Zoning)
Engineer's Information for.flows over 1,000 gpd
.Name of 'Engineer: Patricia Coburn
Firm: Lamoureux & Dickinson Consulting Engineers, Inc.
Mailing address: 14 Morse Drive, Essex Jct, , VT 05452
Phone and fax: (802) 878-4450 / (802) 878-3135
PE License #: 7561
APPLICATION for WASTEWATER ALLOCATION
*Flow Calculations
(You may substitute an engineer's calculation or letter for the information requested below)
For additional bedrooms in single-family homes:
Number of existing bedrooms:
Number of additional bedrooms requested:
For other residential projects, list number of bedrooms and units requested:
Number of
bedrooms x
Number of - Gallons per
units x day per unit = Total flows
1
150
2
300
3
450
4
600
5
750
6+ (specify)
TOTAL
ror commercial and industrial projects, list existing and proposed tenants, uses an(
Tenant/ Number of Other
Business Type of use seats, SF, etc. x Flow per unit Adjustments Total flow
Jag.., C4r
TOTAL
l flows:
*Total development wastewater flow requested: gallons per day
Flow characteristics (for commercial and industrial projects)*U rD �, � af f, Wp��
Volume: C" `^^ 'M�- `Ly�UAr2_ 1,Qr
Flow rate:
Strength:
APPLICATION for WASTEWATER ALLOCATION
Please do not write below this line
Application & Recording Fee Received: /r 6O 0.
Na Date
Receiving Plant: Airport Parkway Bartlett Bay
City Center District: Yes No
Approved by Water Pollution Control Department (Commercial and Industrial Projects)
V.1a
Director of Water Pollution Control
Date
Preliminary allocation issued: (payment of fee is not required)
Director of Planning & Zoning
uate
Final Allocation Issued: (payment of fee is required, either in full or pro -rated for projects
with multiple zoning permits involved)
ector of Planning & Zoning Date
Final Allocation Expires n j 0-- with permit # - -
(Date)
Zoning Permit Issued permit # _
(Date)
Associated WW connection permit (if applicable ) # -
For Extensions of Final Allocation Only
EXTENSION GRANTED
(Date)
50% EXTENSION FEE PAID
(Date)
to
(Date of Expiration)
(Amount)
i 117108
DESCRIPTION
13" Square Lens Units offer lens/trim combinations for different controlled
light distributions. Highly efficient reflector design allows maximum
utilization of Medium Base or Mogul Base Metal Halide lamps. Reflector can
be removed for ballast and junction box access.
PORTFOLIOTM
SPECIFICATION FEATURES
A ... Reflector C channel, T bar fasteners and bar I ... Torsion Springs a
.050 one piece hydroformed and hangers. Adjusts 5" vertically from Keep lens frame securely in place.
polished aluminum, with clear above or below ceiling.,
specular Alzak® finish. „
F ..- Conduit Fittings J ... Lens Trim �• � v
B ... Trim Ring Die-cast screw tight connectors. Square prismatic drop, clear glass, a'
" (287mm) s '
Painted extruded, gasketed 11 5/16q• x 1 '
aluminum frame. 7/8" (48mm) deep.
G ... Junction Box }
C ... Socket Cap U.L. listed for eight #12 at 90`C pull Insulation Detector
Die-cast aluminum. through branch wiring. Positioned Provides protection against f°
to allow straight conduit runs, Six improper use of ceiling insulation.
1/2" and two 3/4" knockouts are
D ... Housing/Mounting Frame provided. Access to junction box Labels
Extruded aluminum 1 7/8" deep through removal of reflector. U.L. listed, C.S.A. certified, M5322T
collar with stamped steel mounting standard damp label, IBEW union
frame (#16 GA..062). H ... Ballast made. M5323T
Quick mount plug-in thermally
E ... Universal Mounting protected ballast with dual tap for M5324T
Bracket 120/277V. Ballast secures to
Exclusive universal mounting mounting frame with spring lock. M5335T
bracket accepts 1/2" EMT,
M5336T
A......................................: ............ I...... C C O
11311
iG..........
I ........................., ? 9 1/2" 50 - 250W
H .......... ....... 124tmm1 MH
.................... F
cc
E IIP,- a 13" PRISMATIC DROP
• ENERGY DATA
70W Metal Halide
Input Watts: 94
D . . _....__..._ Operatingrstartmg Current:
....................
120V= 0.85 / 0.53; 277V- 0.37 / 0.27
Power Factor: 90%
TOP loow Mat
View Inpuit Watt alHalideB ..............: ................J s:
!Starting Current:
12 11/18" 120V- 1.101 1 10: 217V.0.48 / 0.55
• "A Power Facun: 90%
1322mml 175W Metal Halide
14" Input Watts: 205
1356mm1 OPerating!Startinq Current:
27 1/2• 120V- 2.00 / 1.65; 277V.0.87 / 0.70
Power Factor: 90%
14 1/2" "A" 1699mnd - 25DW Metal Halidu
1368mm) M5323T 730 14 314" 1375mm1 Input Watts: 290
M5324T 740 14 3/4" 1375mml Operating'Starting Current:
M5335T 750 17 15/16" 1456nnn) 12011. 2.60 / 2,10; 277V.1.12 / 1.90
M5336T 750 19 11/16" (500nvn1 Power Factor: 90%
ORDERING INFORMATION
Sample Number: Complete unit consists of housing, ballast and trim.
Housing Options 9allasts Trims
Finish Acoessorias
M5322t 13" 5OW Square Mad Base Q: Quartz Restrike 720: 50W MH 120/277V Magnetic 11311: Square Prismatic P: While Trim, Clear H82W C channel Be, Hangers, 26' Long.
MH System with Drop Lens Glass P.'.
Time Delay, 72W SOW MH 120/347V Magnetic Hangars. 50" L
M5323: 13" 70W Square Mad base 1DOW DC 730: 70W MH 12G/277V Magnetic HB80= Pachannel Be, H ong.
MH Bayonet Base
M5324: 13" 100 Square Med Quartz Lamp 738 70W MH 120l347V Magnetic FK; AmP'rage lad Fuse Kit, Specify
Base MH (Included) 740: 1DOW MH 120/277V Magnetic RMB•22: wood Joist Bar Hanger, 22"Long,
-- M5335' 13" 175W Square Mad X: DC Bayonet 748: 1DOW MH 120/347V Magnetic Pair
Base MH Lamp Socket 750; 175W MH 1201277V Magnetic
M533W 13" 25DW Square Med only for Quartz 758: 175W MH 120/347V Magnetic
Base MH Standby Lamp
760' 250W MH 1201277V Magnetic
/ 7e8: 25DW MH 120/347V Magnetic
COOPER Lighting Specifications and Dimensions subiect to change without notice. ADPO51867
www.cooperlighting.com Consul your representative for additional options and finishes. 06/04/2007 10:21:13 AM
E
PHOTOMETRICS
Candle Dower Distribution
Test No. H32004
M5324-74OT-11311P
1000
Lamp=M100
lumens= 7600
2000
Spacing Criteria= 0.8
Efficiency= 62.4%
3000
4000
5000
Candlepower
Deg. CD
0 3340
5 3289
15 2576
25
1749
35
1193
45
781
55
486
85
335
75
236
85
134
90 91
Candlepower Distribution
Candlepower
Test No. E429-44
fag. --
CD
0
10033
M5336T-760-11311P
5
9881
2So0
Lamp=MS250/C/HOR
15
7904
Lumens=23000
t
25
5554
Sggg
Spacing Criteria=0.8
35
4143
♦
Efficiency=62.8%
45
2585
7500
/
55
1519
85
1044
!
75
764
10000
85
460
90
326
125W
M5336T 11311
Average
Luminance
Cone of Light
Deg.
CD/sa M
Distance to Initial Nadir Boom
45
3634
Illuminated Plane Footcandles Diameter
55
2562
65
2293
All
75
2259
5'6" 4.6"
85
2247
6'6" so 516"
B.O. 53 6'8"
1010" 3! 810"
12'0" 24 1010"
14'0" 17 11'5'
Beam diameter is to 50%of maximum footcandles, rounded
to the nearest hall -foot.
Footcandle values are Initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Mutiplier
70W x 0.625
Cone of Light
Distance to
Initial Nadir
Beam
Illuminated Plane
es
FA2338
Diameter
4'0" _
4.6"
5'8" _
8.6"
70"
139
818"
9101,
__91
_ 1018"
10%*
64
ITS.
12'0"
48
14'6"
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half foot.
Footcandle values are initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Multiplier
175W x 0.60
COOPER Lighting Specifications and Dimensions subiect to channe without notice. ADPO51867
Portfolio " Customer First Highway City, Center " 1121 Hi hwa 74 South • Peachtree CI GA 30269 " TEL 770.486.4800 " FAx 770.486,4801 06/04/2007 10:21:13 AM
wwwcoopedghtingcom
Camp
Included!
�t
in-
AC Series
6" Extended Pole Mount
This compact forward -throw reflector has a main beam of 60+ degrees from vertical
(30 degrees from horizontal), providing wide lateral distribution and excellent
uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise
cutoff adjustability.
Three Sizes:
12' square x 5' deep (305 x 127 mm)
16" square x 6.5' deep (406 x 165 mm)
22" square x 9.3' deep (559 x 235 mm)
Candlepower distribution curve of
40OW MH 16' Area Cutoff Light.
a
4e.e
427
M6
305
24.4
fez
12.2
e.1
Om
e.1
122
Me 24.4 1U 0-2 t1 Om 61 1U 1e9 X4 Mb
Isofootcandle plot of 40OW MH
Area Cutoff Light at 25' (7.6 m)
mounting height, 0° tilt above
horizontal, with backlight shield
removed.
124
IM�Wlrder_Information
Housing Wattage/ Catalogeebay Mounting Code
�re/ray
Size (sq.) Lamp Number XW" (Insert Code at' in Catalog #)
�4ddm
12" 15DWPSMH MAC'615-M 019 1 - 1-1/2" Close Pole Mount
$9
16' 41 32OW PSMH AC-632-M 263 2 = 6' Extended Pole Mount
$14
22" 75OW PSMH AC'675-M $473 3 = 2' Adjustable Fitter
$22
12' 50W MH MAC"405-D 203 4 = Yoke Mount
12" 7OW MH MAV407-D 203 6 = 1/2' Adjustable Fitter
$70
12" 10OW MH MAC'410-D 203 (12' housing only)
12" 175W MH MAC-417-M T192 8 = Without Mounting (hardware)
$3
16' 175W MH AC•417-M $239 K = Round Tube Off -Center
$132
16' 25OW MH AC"425-M 241 Tenon Mount (16' housing only)
16' 1 40OW MH AC•440-M 247 (Fa 2-3/e' or 3' O.D.)
22' 1000W MH AC-499-M 417 M - Round Tube Off -Center
$7 ts,
12' 35W HPS MAC--503-1 ft.75 Direct Mount (16' housing only)
12" 50W HPS MAC"505-D $196 (Direct Fitter for 4' sq. pole)
12" 70W HPS MAC_507-M $196 W = Wall Mount
$20
12' 100W HPS MAG-510-M $196 (Backlight Shield is standard)
12' 15OWHPS MAC•515-M 196
16' 25OW HPS AC'525-M 261 NOTE: When using multiple 22" sq,
16' 40OW HPS AC-540-M 291 housings at 90° configuration, a special
12' arm is required; see page 156.
' Specify Mounting (additional cost)
Other lamp wattages available -consult factory
4 Reduced envelope lamp. ED28 lot 320W PSMH and 40OW MH; BT37 for 1000W MH.
Options: (Factory -installed) Change Add After
7Ae/mu7
Description Suffix To Suffix
4"er
277V Reactor ballast (PSMH only) 27 wa adder
120V Reactor ballast (5D -15OW HPS 12' housing only) 1 deduct
21
480V bal last (32aw PSMH,175-100aw MH a 70-40DW HPS only) 5
r
480V ballast (70-100W MH only)
347V ballast (SOW HPS only) 6 rca addez
Quad -volt ballast M-10DW MH only) M - 9
Quad -volt ballast (50W HPS only) M Ka addo,
Tri-volt ballast (320W PSMH,175-1000W MH 8 T na 4eedes
70-90MN HPS only)
Tri-volt ballast (50-ioow MH only) T
$<
Single Fuse (2m Reritlor,120V, 277V or 347V) 27.1. 2 or 6 F
$12
Dual Fuse (208V, 240V o(480V) (Na Canada) 3, 4 or 5 F
$ee
Quartz Standby (delay -relay type) (includes 10ow 0 lamp) (n/a 277V Reactor) 0
$40
Button Photocell (Faclory-installed with all mountings other dun 2 Adiuftle Fitler)
NOTE: n/a on 1000W w/120V; all 480V 27,1. 2, 3, 4 or 6 P
$/0
External Photocell (Factory -installed) (Page 133)
For fixtures w/1000W,120V 1 P
$22
For fixtures w/480V 5 P
$22
Accessories: P%e 4,1
A--A-9
(Fleld-Installed) 1r 18" dice 22"
price
Wire Guard FWG-12 $10 FWG-16 $72 FWG-22
$24
Backlight Shield SBL-12 3 SBL-16 $5 SBL-22
6
(standard on AC Series Wall Mount)
Button Photocell (Field-insulledin fixtures with 2'AdjustableFitter) Catalog# N'celziel P7,
For fixtures w/120V (rva on 1000W) PC-1
?�
For fixtures w/208, 240 or 27TV PC-2
For fixtures w/347V PC'6
Mountings ....................................................
Page 116
Catalog Number Logic/Voltage Suffix Key ...........................
Page 115
Optical Systems . .......................................... Pages 104-107
Accessories...................................................
Page 133
Mounting Alternatives ...................................... Pages 156-157
Mounting Brackets ......................................... Pages 158-159
Poles .................................................... Pages 160-169
Performance... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 9 www.rULidlighting.com
u
- ri:L11 Yli�:�l�l Lamp
Included!
1:
V
i�
T
a�
i
R71`26/32 New Construction
R7FR26/32 Remodel
10 times longer -lasting
than Incandescent lamps
This compact fluorescent (CFL) light is
a remarkable light source. With an
average rated life of 12,000 hours, it will
last 10 times longer than an ordinary
A19 incandescent lamp, while using
only one-fourth of the electricity.
Unlike typical fluorescents, the
1710-2200 lumen output compact lamp
(included) has a color temperature of
3500K and a high Color Rendering
Index of 82.
Fluorescent recessed fixtures are the
obvious choice for installations where
lighting is used continuously. Not only
does the long lamp life save on
relamping and maintenance, but the
cool operating temperature reduces air
conditioning loads.
R7F Features
Adjustable housing
Adjusts up to 1-3/8 inch in plaster
frame to accommodate different ceiling
thicknesses.
Oversized junction box
The R7F26/32 is designed for easy
through -branch circuit wiring. Eight
(4 in - 4 out) No.12 AWG (90C)
conductors are permitted in the box. For
a quick and easy wiring access, junction
box covers are retained with a snap latch.
326
Rigid bar hangers
These rigid bar (rangers are for
use in 16-Inch to 24-Inch O.C. wood
joist or T-Bar construction. This design
permits sturdier installations that are
less prone to sagging. Because the
recessed fixture can now slide anywhere
along the bar hanger, they are handy in
T-Bar ceilings where centering of the
fixture within the ceiling panel is
desired. One-piece 27-inch bar hangers
(RBH27) are available where required.
Versatile plaster frame
Adaptable to new or existing ceilings.
For existing ceilings, remove bar
hangers and use RRC Remodel Clips.
R7F26/32 and R7FR26/32
Features
Electronic universal ballast
Microprocessor -controlled electronic
ballast automatically senses supply
voltage 120 volts through 277 volts.
Ballast is accessible from below the
ceiling and is Class P thermal protected.
Thermal protection
Luminaire is thermally protected in
accordance with Article 410 of NEC.
RFI Emissions
In compliance with Commercial FCC Part
18 emission levels.
Order r r
Wattage*/
Lamp Type Description Volts
Catalog!
,9zcL•�,
(1)26W or (1)32W CFL New Construction 120-277
Triple Tube Remodel— 120-277
R71`26/32
R7FR26/32
*Specity 26W or 32W lamp wattage when ordering.
—Supplied with 4 remodel clips
Options: (Factory -installed) (commercial use only)
Description
0-10V Electronic Dimming Ballast (120 or 277V)
Add to,
Catalog a
A
$7;
Power Line Electronic Dimming Ballast -120V
1 P
Power Line Electronic Dimming Ballast - 277V
2P
y�4;
347V Electronic ballast (consult factory)
6
/;
Accessories
Pair 27' Flat Bar Hangers (R7F only)
Catalog rl
RBH27
A0.,
$�
T-Bar Clips (4) (R7F only) (use with RBH27)
RTBC
Oversize Metal Trim Ring (7-7/8' o.d.) (Not for use with RT18)
ROTR
$;
Remodel Clips (4) (R7F only)
RRC
Accessories....................................................
Pholometrics and Coefficients of Utilization ......................
Pages 336-33
Pages 338-34r
120 or 277V Power Line
Electronic Dimming* ballast
option
Operates from 2-wire compatible
dimmers.100% to 5% continuous
dimming. Lamp ignition at any light
output setting.
120 or 277V Low -Voltage
Dimming* ballast option
Operates from compatible 0-10V DC
controllers on Class 1 or Class 2
low -voltage systems.100% to 5%
continuous dimming. Lamp ignition at
any lighting output setting.
Minimum starting
temperature
01(-18*C) in open fixtures.
R7F26/32
New Construction
7.5' O
plaster frame — 6.43' —
dimenslons: 7.25'
10.51 x 7.25'W
Adjustable socket
Socket plate is adjustable as required
for different trims.
Labels
Both housings are UL and cUL Listed
for damp locations. The R7F is listed to
feed -through wiring.
NOTE: For recommended dimming
controls see page 337.
e Lamps must burn -In 100 hours
minimum prior to any dimming trial.
R7FR26/32
Remodel
Customer Service.,. DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 e www.ruudlighting.com
Construction
Unlike other bollards, this unique
design positions the lens on the top
of the fixture. The clear lens is sturdy
injection -molded acrylic (HC) or
polycarbonate (HCD and HCF). It
attaches to the (lousing with an
overlapping die-cast aluminum retainer
ring. For quick relamping, only tour
flush -mounted, stainless -steel fasteners
need to be removed from the base. Two
silicone lens seals prevent moisture
from entering the lens. Optional
decorative Dome Top or Extended Flat
Top styles also are available.
The housing is an aluminum extrusion
that is standard with our exclusive
Colorfast DeltaGuardTM finish, featuring
an E-coat epoxy primer with bronze
ultra -durable powder topcoat. Consult
factory for availability of other finish
colors. The housing fastens to a cast -
aluminum base with four supplied
1/4-20 flat -head, stainless -steel screws.
Within the housing, a formed and
channeled heavy -gauge steel frame
supports the electrical components and
reflector. A double -lip silicone seal at
the top of the reflector and a sealed
lamp socket prevent insects, dirt and
moisture from entering the optical
system.
Ballast
A high -power -factor ballast is standard.
The 13-watt fluorescent and 35-watt
HPS bollards are standard with a
120-volt ballast and are available with
an optional 277-volt ballast. 10OW HPS
is standard with a quad -volt ballast
(120/268/240/277). All other wattages
are standard with a dual -volt ballast
(120/277V; in Canada, on 50-watt MH
and all 70- and 100-watt fixtures, a
tri-volt (120/277/347V) ballast is
supplied. In the U.S., additional
quad -volt (120/208/240/277V) ballast
option for 50-to-100-watt MH and
70-watt HPS bollard is available.
Lamps
13-watt quad -tube compact fluorescent
(CFL); 50, 70 and 100W MH; 35, 50,
70 and 10OW HPS (clear, medium base
for MH and HPS).
Installation
The entire extrusion and lens can be
removed from the base as one
assembly. The base is secured to a
concrete tooling using three 3/8" x 6"
steel anchor bolts supplied. We suggest
installation in a 2' deep x 12' diameter
poured base, unless soil type and frost
line in your area dictate a deeper base. A
3-inch diameter conduit opening is
provided in the base for ease of wiring.
Performance
The exclusive optical system of the clear
lens HC Series produces twice
the light output of most competitive
products. A 70° main beam provides
uniform distribution with low brightness
at spacings up to 40 feet. While only
36 inches high, the HC Series achieves
a light center slightly less than 3 feel.
(Other bollards need 42 inches of height
to accomplish this.)
Labels
The Round Bollard is UL and cUL Listed
for wet locations and enclosure
classified IP65 per IEC 529 and IEC
598.
s:
Order Information
Wattage/ Catalog Number
Lamp Type Standard
Catalog Number
Dome Top Extended Flat Top
Clear Lens PTex'a<7 'Tut:
50W MH HC405-D ."354
HCD405-D
PT,1,6ay ' uue
HCF405-D 4369
70W MH HC407-D 354
HCD407-D
HCF407-D
369
10OW MH HC410-D 354
HCD41D-D
HCF410-D
369
35W HPS HC553-1 $326
HCD503-1
HCF503-1
341
50W HPS HC505-D .347
HCD505-D
HCF505-0
362
70W HPS HC507-M 347
HCD507-M
HCF507-M
S362
100W HPS HC510-M 347
HCD510-M
HCF510-M
362
13W CFL HC213-1 $303
HCD213-1
HCF213-1
318
Options: (Factory -Installed)
Description
277V ballast (13w cFL only)
Change
Suffix To
2
Add After
Suffix
rone"&w
.4ddcc
Po
Quad -volt ballast (50-10ow MH)
M
9
Tri-volt ballast (50-10OW MH)
Tri-volt ballast (7o & 10OW HPS only)
T
T
$ 9
rra a e fen.
347V ballast (50W HPS only)
6
adde�c
Single Fuse (120V, 277V or 347V)
Dual Fuse (208V or 240V) (n/a Canada)
1, 2 or 6
3 or 4
F
F
/2
$°22
Photocell (120V, 277V, 2MV, 240V or 347V)
1, 2, 3, 4 or 6
P
110
180' Shielded Clear Lens
A
S16
Tamperproof Lens Fasteners
J
$2
Polycarbonate Lens Ric Series only) (Standard HCF & HCD)
V
$`¢
Accessories:
Description
Louver (Field -installed)
Catalog a
HCL
ptiee
kO
Tamperproof Screwdriver
TPS-1
$15
Catalog Number Logic/Voltage Suffix Key. .............
Accessories .. .. ....
...........................Pane
.. ..........
. Page 9
39
180' Shielded Clear Lens "A" option
i
Louver accessory (HCL)
Dome Top with Clear Lens (HCD)
Extended Flat Top with Clear Lens (HCF)
r— Tr
Solutions... DIRECT! =C
(800) 23(:;-7000, 7 a.m, to 6 p.m. CT :d
Fax: (800) 236-7.500 • www.ruudlighting.com ® C)a
The Merchants Bank Site Plan
Landscape Estimate of Probable Cost
Prepared by Gail Henderson -King, ASLA, Landscape Architect
January 2008
Item
Size
I Unit Cost'
I Quantityl
Subtotal
Trees
Betula ni ra 'Select'
River Birch
1 3/4" to 2" Cal
$500
10
$5,00
Ginkgo biloba
Ginkgo
2 1/2" - 3" Cal
$650
2
$1,30
G mnocladus dioicus
Kentucky Coffeetree
2 1/2" - 3" Cal
$650
2
$1,30
Shrubs
Juni erus horizontalis
Creeping Juniper
18" - 24" Height
$50
34
$1,70
Pinus mugo var. mu ho
Dwarf Mu o Pine
24" - 30" Height
$60
18
$1,08
Rhus aromatica 'Gro-Low'
Dwarf Fragrant Sumac
24" - 30" Height
$40
12
$48
Spiraea x bumalda 'Anthony
Waterer'
AnthonyWaterer S irea
18" - 24" Height
$401
14
$56
S iraea japonica
Japanese S irea
24" - 30" Height
$40
11
$44
S nn a me eri 'Palibin'
Korean Lilac
30" - 36" Height
$60
26
$1,56
Taxus cus idata
Japanese Yew
24" - 30" Height
$75
35
$2,62
Thu'a occidentalis 'Ni ra'
1 Arborvitae
36" - 42" Height
$751
10
$75
Viburnum dentatum
Arrowwood Viburnum
30" - 36" Hei ht
$401
55
1 $2,20
Perennials and Grasses
Echinacea purpurea
Purple Coneflower
#1 Container
$20
60
$1,20
Hemerocallis spp.
Daylily
1-2 Fan Division,
#SP5 Cont.
$20
21
$42
Miscanthus sinensis
Maidenhair Grass
#1 Container
$20
10
$20
Total Estimate
$20,81
Unit costs reflect average of recent bids and include plant costs plus installation.
11
ANIOUREUX & DICKINSON Consulting Engineers, Inc.
14 Morse Drive
Essex Junction, VT 05452
Te1:802-878-4450 Fax:802-878-3135
E-mail: mail(irldcnginccnng.com
Retaining Wall Block Spec
5/23/08
low,�,-
ko ffffm Wa ff
For a ru�;ged look that blendS bc:aLttifi.illy with
your outdoor space, Roman Wall' is a natural.
Split and weathered looking, Roman WallQO boasts a distressed
appearance that gives the impression
that it has been around for
decades. Admired as much for its
versatility as its look, Roman
Wall° can be used to form straight or curved walls, as well as
planters and steps.
HALL UNITS!
& 1*
0 WA"ft
STANDARD UNIT 1 1/2 UNIT
1/2 UNIT TAPERED UNIT
8" x 6" x 12" 12" x 6" x 12"
4" x 6" x 12' 8" x 6" x 12'
20cm x 15cm x 30cm 30cm x I Scm x 30cm
10cm x I Scm x 30cm 20cm x 15cm x 30cm
V
CORNER UNIT ROMAN TAPERED CAP
COPING UNIT
12" x 6" x 8" 914' x 3'h" x 13"
12" x 12" x 3"
30cm x 15cm x 20cm 25cm x 8.5cm x 33cm
30cm x 30crn x 7.5cm
J ��
r G; r
r �
(I I
Top: Granite/Nevada
114 n�.. 14 'IV tower Granite/Nevada
GRANITE NEVADA
Retaining Wall Fence Spec
5/23/08
The basic Genesis TM
ornamental fence
(three -rail version
shown below) is
an ideal perimeter
product for virtually
any commercial or
industrial application.
Page 8
The Echelon IlTm GenesisrM
style highlights the sleek
lines of unaltered square
pickets reminiscent of
solid vertical bar fences.
The extended Flat-topped
tip does not detract from
architecture or landscape.
ocm4;f�-R
DRUID G. WHITE L ASS0C10TIS,
Realty Rduisors
MEMORRNOUM
10: South Burlington Planning & Zoning
Development Review Board
FROM: Stephanie Hainley
HII: May 23, 2008
K Merchants Bank — Preliminary & Final Plat Submission Materials
The following materials are being submitted for the preliminary& final plat, PUD and
Site Plan application for Merchants Bank, Shelburne Road:
1) Memo re: "Merchants Bank — Preliminary/Final Plat Application," from David
White & Stephanie Hainley and dated May 23, 2008.
2) Application for Subdivision Preliminary & Final Plat Review, dated May 23
2008.
3) Merchants Bank Abutters List, updated 05/23/08.
4) "Technical Memorandum Peak Hour Trip Generation," prepared by Lamoureux
& Dickinson and dated May 21, 2008.
5) Sheet 1 of 8, "Overall Site Plan," prepared by Lamoureux & Dickinson and dated
5/16/08.
6) Sheet 2 of 8, "Grading and Utilities Site Plan," prepared by Lamoureux &
Dickinson and dated 5/16/08.
7) Sheet 3 of 8, "Lighting and Landscaping Plan," prepared by Lamoureux &
Dickinson and dated 5/16/08.
8) Sheet 4 of 8, "Light Grid," prepared by Lamoureux & Dickinson and dated
5/16/08.
9) Sheet 5 of 8, "Details and Specifications: Road and Water," prepared by
Lamoureux & Dickinson and dated 5/16/08.
10) Sheet 6 of 8, "Details and Specifications: Sanitary, Storm & Misc.," prepared by
Lamoureux & Dickinson and dated 5/16/08.
11) Sheet 7 of 8, "Details and Specifications: Erosion Control & Landscaping,"
prepared by Lamoureux & Dickinson and dated 5/16/08.
160 Batterg Street P. 0. EOX 1007 Burlington, Vermont 05402-1007 P: 802 8621225 f: 862 H2 3601
12) Sheet 8 of 8, "Phasing, Demolition and Traffic Control Plan," prepared by
Lamoureux & Dickinson and dated 5/16/08.
13) "2 Lot Subdivision," prepared by Lamoureux & Dickinson and dated 4/29/08.
14) Sheet A2.1 "Floor Plan," prepared by Scott & Partners and dated 11 /26/07.
15) Sheet A4.1 "Exterior Elevations," prepared by Scott & Partners and dated
1 /23/08.
16) Sheet A4.2 "Exterior Elevations," prepared by Scott & Partners and dated
1/23/08.
17) Application for Wastewater Allocation, signed by Juli Beth Hinds, 5/2/08.
18) Lighting Cut Sheets — 5 page set — beginning with "Cooper Lighting, Type A"
and dated 1 / 17/08.
19) "Merchants Bank Site Plan: Landscape Estimate of Probable Cost," prepared by
Gail Henderson -King, Lamoureux & Dickinson and dated January 2008.
20) Roman Wall, Retaining Wall Block Spec, dated 5/23/08.
21) Genesis, Retaining Wall Fence Spec, dated 5/23/08.
Page 2 of 2
ocW4;f-�a
DRUID G. WHITE C ASSOCIATES, INC.
Realty Advisors
MOURN
1U: South Burlington Development Review Board
FARM: David White
Stephanie Hainley
DRIL May 23, 2008
K Merchants Bank — Preliminary/Final Plat Application
I. Introduction
Given the level of detail that was provided at the sketch plan hearing for the
redevelopment of Merchants Bank — Shelburne Road, there have been few significant
changes to the plans for the proposed project. Of note, we have resolved the traffic issue
with the City's technical reviewer, Georges Jacquemart, we have received wastewater
allocation from the City, received approval from the fire chief and have otherwise
complied with the requests of the staff and DRB during the sketch review process. We
therefore believe the project meets all criteria and respectfully request combined
preliminary and final site plan, PUD and subdivision approval for the Merchants Bank at
Burlington Plaza.
IL Traffic
The most significant change in the proposal is the methodology for determining
compliance with the Traffic Overlay District regulations. The Merchants Bank's traffic
engineer has worked in cooperation with City staff and the City's traffic consultant,
Georges Jacquemart, in developing a straight -forward calculation of the pre-existing and
proposed trip generation for the bank and the PUD as a whole. This methodology shows
the bank's compliance, and has the further benefit of establishing the baseline trip
generation for the plaza as a whole that can be used in the future when it comes back
before you for redevelopment. This is described in the attached memo from Roger
Dickinson. Based on this, the project now fully complies with the Traffic Overlay District
regulations.
III. Conformance with Staff Comments
Based on comments 1-13 of the staff report issued April 1, 2008, this project has been
revised to conform in the following ways (please note, the numbers correspond with the
numbering in the staff report pages 3-9):
168 Battery Street P. 0. 8oe 1007 Burlington, Vermont 05402-1007 P: 802 8621225 1: 802 862 3601
1) The revised materials reflect conformance with the comments of the Water
Department.
2) Wastewater allocation approval has been obtained — see enclosed approval from
Juli Beth Hinds, dated 5/2/08.
3) Erosion and sediment controls plans and specifications can now be found on
Sheets 4 and 7.
4) The proposed project meets all South Burlington erosion control and grading
standards.
5) A pedestrian crossing has been added from Shelburne Road to the bank's
entrance.
6) Technical review was conducted for traffic - discussion of this is above and
details can be found in the memo from Dickinson, dated 5/21/08.
7) The revised materials reflect conformance with the comments of the Fire Chief.
8) Per the discussion with the DRB at the Sketch Plan hearing, no connection to Tire
Warehouse is required as part of this application.
9) The revised materials reflect conformance with the comments of the City
Engineer — of most significance, a fence has been added to the retaining wall for
safety purposes.
10) All utility lines, services and service modifications are underground.
11) Comments from the City Arborist have not been received by the time of this
submittal. Merchants Bank agrees to comply with any comments or changes
required by the City Arborist.
12) Snow storage has been added to the KMart portion of the site — see Sheet 1,
"Overall Site Plan."
13) The applicant agrees to post a two-year bond for the cost of demolishing and
removing the existing building.
IV. Chances since sketch plan
In addition to the changes listed above, another change made to the Merchants Bank
application includes:
• A subdivision plat has also been included with this submittal. It includes a
proposed access easement from Shelburne Road to the Merchants Banks lot.
V. Development Timetable
As part of the Preliminary/Final Plat application requirements, we are providing a
development timetable for your reference. This is the ideal schedule, although will be
entirely based on the timing of the additional permits from the State.
Start Date
Completion Date
Phase I
August 2008
October 2008
Phase II
October 2008
June 2009
As always, we appreciate your time and attention to this project and look forward to
getting underway as soon as possible.
Page 2 of 2
Subdivision Plat Application
Permit Number SD -
APPLICATION FOR SUBDIVISION PLAT REVIEW
u Preliminary a Final
PUD Being Requested? n Yes ❑ No
All information requested on this application must be completed in full. Failure to provide the
requested information either on this application form or on the plans will result in your
application being rejected and a delay in the review before the Development Review Board.
1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
Martin's Foods of South Burlington, Inc., c/o Hannaford Bros. Co, ATTN: Ande A. Smith, P.O. Box 1000,
MS 9805 Portland, ME 04104
2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 408, Page 119
3. APPLICANT (Name, mailing address, phone and fax#) Merchants Bank, ATTN: Gary Dean,
P.O. Box 1009, Burlington, VT 05402-1009
4. CONTACT PERSON (Name, mailing address, phone and fax #) David G. White,
David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007;
Phone 862-1225, Fax: 862-3601
a. Contact email address: dwhite@dgwhiteassoc.com
5. PROJECT STREET ADDRESS: 929 Shelburne Rd, South Burlington, VT 05403
6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-009357.0
May 23, 2008
1
Subdivision Plat Application
7. PROJECT DESCRIPTION
a. General Project Description (describe what you are proposing): Merchants Bank
proposes to demolish the existing branch and build a new facility in a phased construction plan,
preventing any gap in service to the current Merchants customers.
b. Existing Uses on Property (including description and size of each separate use):
KMart: Retail Use (60,677 SF); Adjoining Retail: Currently vacant (40,265);
Merchants Bank: Bank branch, with drive -up teller (approx. 1000 SF)
c. Proposed Uses on property (include description and size of each new use and
existing uses to remain): Kmart and adjoining retail: To remain, no change to existing permits;
Merchants Bank: Demolition of existing building and construction of 2,120 SF branch with
drive -up teller
d. Total building square footage on property (proposed buildings and existing buildings
to remain): Kmart (existing, no change): 60,677 SF;
Adjoining Retail (existing, no change): 40,265 SF; Merchants (proposed): 2,120 SF
plus 180 SF covered porch and 624 SF canopy over the drive -through tellers
e. Height of building & number of floors (proposed buildings and existing buildings to
remain, specify if basement and mezzanine). 32', measured to top of cupola; 1 Floor
f. Number of residential units (if applicable, new units and existing units to remain):
Not applicable, no residential buildings on site.
g. Number of employees & company vehicles (existing and proposed, note office
versus non -office employees). Existing: 5 employees; Proposed: 5 employees
h. Other (list any other information pertinent to this application not specifically
requested above, please note if Overlay Districts are applicable): Project to be const.
and occupied in two phases. Existing branch to stay open until time of opening of new branch. New
branch will be built on site and existing branch will be razed once new branch is opened - see
"Grading and Utilities Site Plan." Please note, this application is intended to include subdividing the
bank's 1.02 acre lease parcel, as well as PUD and Site Plan review. Project located in Traffic
Overlay District.
Subdivision Plat Application
i. List any changes to the subdivision, such as property lines, number of units, lot
mergers, etc. Creation of new lot at Merchants site (see Subdivision Plat for details)
9. LOT COVERAGE (ALL information MUST be provided here, even if no change is
proposed) For Coverage Table, please see Sheet 1 "Overall Site Plan."
a. Size of Parcel: (acres /sq. ft.)
b. Building Coverage:
Existing square feet %
Proposed square feet %
c. Overall Coverage (building, parking, outside storage, etc):
Existing square feet %
Proposed square feet %
d. Front Yard Coverage(s) (commercial projects only):
Existing square feet %
Proposed square feet %
9. WETLAND INFORMATION
a. Are there any wetlands (Class I, II, or III) on the subject property?
❑ Yes n No
b. If yes, is the proposed development encroaching into any of these wetlands
associated 50' buffers (describe)
c. If yes, please submit the following with this application:
1. A site specific wetland delineation of the entire property or a written statement
that the applicant is relying on the City's wetland map.
2. Response to the criteria outlined in Section 12.02(E) of the Land Development
Regulations (applicant is strongly encouraged to have a wetland expert
respond to these criteria)
3
Subdivision Plat Application
10. AREA DISTURBED DURING CONSTRUCTION: 61,800 SF SQ. FT. *
*Projects disturbing more than one (1) acre of land must follow the City's specifications for
erosion control in Article 16 of the Land Development Regulations. Projects disturbing more
than one (1) acre require a permit from the Vermont Department of Environmental
Conservation.
11. COST ESTIMATES
a. Building (including interior renovations)
$ 950,000
b. Landscaping- $ 20,220 (included in estimate above)
P
Please submit itemized list of landscaping proposed)
c. Other site improvements (please list with cost)
12. ESTIMATED TRAFFIC ISee attached memorandum from Roger Dickinson, dated 5/21/08.
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):
13. PEAK HOURS OF OPERATION: 11AM - 2PM; 4PM - 5PM
14. PEAK DAYS OF OPERATION: Mondays, Thursdays & Fridays (plus any day after a holiday)
15. ESTIMATED PROJECT COMPLETION DATE: December 31, 2008
4
Subdivision Plat Application
16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE
STREET. You may attach on a separate sheet.
17. PLANS AND FEE
Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size
copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be
paid to the City at the time of submitting the application (see Exhibit A).
and is accurate to the best of my knowledge.
RE OF APPLICANT
RE OFF' PROPERTY OWNER PRINT NAME
Do not write below this line
Merchants Bank Abutters List
Updated 5/23/08
1540 00907
Skipco, Inc.
Vermont Railway, Inc.
793 Shelburne Road
1 Railway Lane
South Burlington, VT 05403
Burlington, VT 05401
1540 00916
0260 0001
Charles and Janet Perkins
Jackson Latka
80 South Cove Road
Laura Marlow
Burlington, VT 05401
1 Brewer Parkway
South Burlington, VT 05403
1540 00919
Tire Warehouse Central
0330 00064
492 Main St.
Fire District #1
Keene, NH 03431
575 Dorset Street
South Burlington, VT 05403
1540 00930
Ali Tahami
0675 00015
429 Maeck Farm Road
Old Orchard Realty
Shelburne, VT 05482
PO Box 4193
Burlington, VT 05402
1540 938-0
Pauline Cannizzaro
0982 00142
950 Shelburne Road
Humane Society of Chittenden County
South Burlington, VT 05403
142 Kindness Court
South Burlington, VT 05407
1540 00960
Burlington Savings Bank
1430 00303
C/O FATV/Key Bank
Green Mountain Power Corporation
PO Box 560807
163 Acorn Lane
Dallas, TX 75356-0807
Colchester, VT 05446
1540 00974
1430 00403
Handy Mountaha Trust
Champlain Water District
468 Orchard Drive
PO Box 2085
Colchester, VT 05446
South Burlington, VT 05403
1540 00977
1430 00733
Robert Jolley
Clark Hindsdale, Jr.
Jolley Associates
294 N. Winooski Ave.
PO Box 671
Burlington, VT 05401
St. Albans, VT 05478
1540 00992
1430 00833
Gloria and Lawrence Rozzi Trustees
Richard Limoge
6636 Glen Arbor Way
1 Harbor Watch Road
Naples, FL 34119
Burlington, VT 05401
Page 1 of 2
1540 01000
Long Term Lease Holders
New England Federal Credit Union
1540 00981
PO Box 527
Burger King
Williston, VT 05495
c/o Matthew Marcello
Hinkley, Alen & Snyder
1540 01016
1500 Fleet Center
Kunal LLC
Providence, RI 02903
138 North Main Street
Rutland, VT 05701
1540 01001
Chittenden Bank
1540 01030
c/o Chris Bishop
Shearer SDMWN Associates, LLC
PO Box 820
1675 Shelburne Road
Burlington, VT 05402-0820
South Burlington, VT 05403
1540 01025
1540 01041
Olive Garden
WESCO, Inc.
c/o John Doshna
Walter E. Simendinger
P.O. Box 593330
32 San Remo Drive
6990 Lake Ellenor Dr.
PO Box 2287
Orlando, FL 32802
South Burlington, VT 05407
0675 00040
1540 1075
Hannaford Brothers Co.
City of South Burlington (cemetery)
PO Box 1000
575 Dorset Street
Portland, ME 04104
South Burlington, VT 05403
0675 00040
1540 1085
Lowe's Home Centers, Inc.
J. W.J. Realty, Inc.
c/o Jeff Gray
1095 Shelburne Road
1605 Curtis Bridge Road - REEC Dock
South Burlington, VT 05403
Wilkesboro, NC 28697
1540 00981 & 1540 01025
Southland Enterprises, Inc.
69 College Street
P.O. Box 6
Burlington, VT 05402-0006
1540 01195
David M. Farrell, Trustee
5 Holmes Road
South Burlington, VT 05403
Page 2 of 2
Technical Memorandum
Peak Hour Trip Generation
Burlington Plaza & Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
May 21, 2008
This Technical Memorandum presents the methodology for determining compliance with the City's
Traffic Overlay District (TOD) requirements for the existing Burlington Plaza / Merchants Bank PUD; the
foundation of which was developed at a meeting with Juli Beth Hinds and Ray Belair on May 2, 2008 and
in a subsequent follow-up conference phone call with Ray Belair and Georges Jacquemart on May 7,
2008.
We agreed that for the purpose of the current Merchants Bank application and for future
amendments to the Burlington Plaza PUD, the grandfathered weekday pm peak hour traffic budget of
the existing Burlington Plaza / Merchants Bank PUD equals 1,052 vte/hour, as presented in our previous
Technical Memorandum dated March 20, 2008.
We also agreed that the PUD's actual existing and proposed weekday pm peak hour trip generation
should be based on ITE1 trip generation rates using a full -occupancy assessment of Burlington Plaza's
historical uses. Because this is a PUD having mixed uses, Georges Jacquemart recommended including
an allowance for internal multi -purpose trips that circulate between the Merchants Bank and the other
Burlington Plaza uses, and opined that 5-10% would be a reasonable range.
Similarly, we agreed that the calculation of Merchants Bank trips should also be based on ITE trip
generation rates. While a recent count (August 2007) showed the Merchants Bank generating 196 pm
peak hour trip ends, we deemed it to be inappropriate to use that number in this methodology because
there is no way of knowing whether the 2007 count reflects the bank's portion of the 1,052 trips in
1993. Furthermore, the 2007 count was done on a Friday, and the overall pm peak hour weekday
average over 5 days would be considerably less than that.
With regards to the ITE trip generation of the existing and new Merchants Bank, there are two
independent variables related to physical characteristics that could be used; gross floor area and the
number of drive-in lanes. Using gross floor area results in 45 existing/96 proposed peak hour trips.
Similarly, using the number of drive-in lanes results in 102 existing/153 proposed peak hour trips. We
agreed that the higher trip end estimates calculated from the number of drive-in lanes would be the
best choice.
Table 1 summarizes the resulting trip estimates for the Burlington Plaza / Merchants Bank PUD both
for the existing condition as discussed above and for the proposed condition with the expanded
Merchants Bank facility. The numbers of internal trips shown in Table 1 were calculated using the
Trip Generation, Institute of Transportation Engineers, 7"' Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
May 21, 2008
Page 2
analytical procedure developed by the ITE2 for this purpose. The attached spreadsheets detailing those
calculations follow the ITE procedure using a conservative (low) 5% internal trip ratio between the three
major use categories; retail, movie theatre and drive-in bank.
Table 1
Burlington Plaza/Merchants Bank PUD Peak Hour Trips
Use
Existing
Proposed
Size
Trips (vte/hr)
Size
Trips (vte/hr)
Movie Theatre with Matinee
700 seats
49
700 seats
49
Shopping Center
70,221 sf
496
70,221 sf
496
Supermarket
21,121 sf
273
21,121 sf
273
Drive -In Bank
2 lanes
102
3 lanes
153
Internal Trips (see attached spreadsheets)
-24
-28
Total PM Peak Hour Trips
896
943
With 943 total peak hour trips, which includes the proposed expanded Merchants Bank, the
Burlington Plaza / Merchants Bank PUD remains within its 1,052 peak hour trip grandfathered traffic
budget, and thus satisfies the requirements of the City's TOD regulations.
�.�`•�k.�F.�,. 2j''% X
,�P.. �rrJ Dic
* •0 I ( 0
NO.6�5 *-
p vil Q7^
ONALNC'
Trip Generation Handbook, Institute of Transportation Engineers, 2M Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Project: Merchants Bank
#: 07053
Scenario: Existing PM
F
By: R. Dickinson
Date: May 19, 2008
I anri I lsP A Retail
ITE LU Code
Size 91.342 ksf
Total
Internal
External
Enter
377
5
372
Exit
392
4
388
Total
769
9
760
%
100%
1%
99%
Demand
Balanced
Demand
5%
1
1
5%
20
5%
2
2
5%
19
1 anti I I.-P. R Movie Theatre
ITE LU Code
Size 700 seats
Total
Internal
External
Enter
19
2
17
Exit
30
4
26
Total
49
6
43
%
100%
12%
88%
F
i
t—
Demand
Balanced
Demand
5%
19
3
5%
3
5%
20
3
5%
3
Demand
Balanced
Demand
5%
1
1
5%
3
5%
2
2
5%
3
Net External Trips for Multi -Use Develo ment
Land Use
Total
A
B
C
Enter
372
17
46
435
Exit
388
26
47
461
Internal
Total
760
43
93
896
Capture
Sinale-Use Total
769
49
102
920
3%
MI
I anri I I¢a r nriva-In Rank
ITE LU Code
Size 2 lanes
Total
Internal
External
Enter
51
5
46
Exit
51
4
47
Total
102
9
93
%
100%
9%
91%
Project: Merchants Bank
#: 07053
Scenario: Proposed PM
F
By: R. Dickinson
Date: May 19, 2008
I And I Isa A Retail
ITE LU Code
Size 91.342 ksf
Total
Internal
I External
Enter
377
6
371
Exit
392
5
387
Total
769
11
758
100%
1%
99%
Demand
Balanced
Demand
5%
1
1
5%
20
5%
2
2
5%
19
I anti I Jca R Movie Theatre
ITE LU Code
Size 700 seats
Total
Internal
External
Enter
19
2
17
Exit
30
4
26
Total
49
6
43
%
100%
12%
88%
F
Demand
Balanced
Demand
5%
19
4
5%
14
5%
1 20
4
5%
1 4
Demand
Balanced
Demand
5%
1
1
5%
4
5%
2
2
5%
4
Net External Trips for Multi -Use Develo ment
Land Use
Total
A
B
C
Enter
371
17
70
458
Exit
387
26
72
485
Internal
Total
758
43
142
943
Capture
Sinale-Use Total
769
49
153
971
3%
4
I and I Ica C: Drive -In Rank
ITE LU Code
Size 3 lanes
Total
Internal
External
Enter
76
6
70
Exit
77
5
72
Total
153
11
142
%
100%
7%
93%
14 Morse Drive
Essex Junction, VT 05452
May 2, 2008
Juli Beth Hinds, AICP
City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
Lamoureux & Dickinson
Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135
Email: mail@LDengineering.com
RE: Martin's Foods of South Burlington, Shelburne Road
Dear Juli Beth,
Enclosed is an Application for Wastewater Allocation for the above -referenced property.
The purpose of this application is to establish flows for the Burlington Plaza and the existing Merchants
Bank. Based on the State Environmental Protection Rules, Table 3, the wastewater design flow equals:
Use
Calculation
Gallons
per Day
Large Dry Goods
(5 gpd/100 sf )*(60,671 sf)
3,034 gpd
Supermarket
(7.5 gpd/100 sf)*(20,550 sf)
1,541 gpd
Movie Theater
(5 gpd/seat )*(700 seats)
3,500 gpd
Small Dry Goods Store(drug store, video
rental & dry cleaner)
(100 gpd/storefront)*(3 store fronts)
300 gpd
Merchants Bank
(15 gpd/employee)*(6 employees)
90 gpd
Infiltration
300 gal/day* 12" *0. 11 miles
300 gal/day*4"*.02 miles
396 gpd
24 gpd
Total
8,885 ppd
As discussed, the above is based on the uses that formerly occupied the Plaza. There is no change
Proposed to the number of Merchants Bank employees with construction of the new Merchants Bank and
therefore this allocation request does not represent an increase over existing. The State has requested
that we establish flows for the entire parcel and documentation that the City has the capacity to serve the
above flows is required. Please call if there are any questions.
Sincerely,
paue--�
Patricia Coburn, P.E.
cc. Gary Dean
P:\2007\07053\hinds wastewater allocation.wpd
Civil Environmental Transportation Planning Landscape Architecture Land Surveying
APPLICATION for WASTEWATER ALLOCATION
*Items marked with an asterisk must be filled in by ALL applicants
*Applicant Information
Applicant: Martin's Foods of South Burlington Inc., c/o Hannaford Brothers
Contact Person: Ande A. Smith
Mailing address: P.O. Box 1000, MS 9805, Portland, ME 04104
Telephone and fax for contact:
Property owner name (if not applicant):
Property owner mailing address:
*Physical location of project: 929 Shelburne Road, South Burlington., VT
ignature of Applicant "'Signature of Property Owner
(Both applicant and property o7one.rMUST sign the application!)
*Project Information
If the project is a single-family home, please.check one: New Existing
If not single-family home, project name: Burlington Plaza
*Application or Permit Numbers: (from Dept. of Planning & Zoning)
1
M
Engineer's Information for flows over 1,000 gpd
.Name of .Engineer: Patricia Coburn
Firm: Lamoureux & Dickinson Consulting Engineers, Inc.
Mailing address: 14 Morse Drive, Essex Jct. , VT 05452
Phone and fax: (802) 878-445.0 / (802,) 878-3135
PE License #: 756:1
APPLICATION for WASTEWATER ALLOCATION
*Flow Calculations
(You may substitute an engineer's calculation or letter for the information requested below)
For additional bedrooms in single-family homes:
Number of existing bedrooms:
Number of additional bedrooms requested:
For other residential projects, list number of bedrooms and units requested:
Number of
bedrooms x
Number of - Gallons per
units x day per unit = Total flows
1
150
2
300
3
450
4
600
5
750
6+ (specify)
TOTAL
For commercial and industrial projects, list existing and proposed tenants, uses and
Tenant/ Number of Other
Business Type of use seats, SF, etc_ x Flow per unit Adjustments Total flow
SA A-
�
TOTAL
. flows:
*Total development wastewater flow requested: C7 gallons per day
Flow characteristics (for commercial and industrial projects) WQL T f " �U W Pot afpwa(
Volume: ,q !?T!!?- wUAL-
Flow rate:
Strength:
APPLICATION for WASTEWATER ALLOCATION
Please do not write below this line
Application & Recording Fee Received: i - YI. "Cd_ 6�-/O o
Na Date
Receiving Plant: Airport Parkway Bartlett Bay
City Center District: Yes No
Approved by Water Pollution Control Department (Commercial and Industrial Projects)
v110-
Director of Water Pollution Control
Date
Preliminary allocation issued: (payment of fee is not required)
Director of Planning & Zoning
Date
Final Allocation Issued: (payment of fee is required, either in full or pro -rated for projects
with multiple zoning permits involved) VLp
vector of Planning & Zoning Date
Final Allocation Expires n J 0-- with permit # - -
(Date)
Zoning Permit Issued
(Date)
permit # - -
Associated WW connection permit (if applicable ) #
For Extensions of Final Allocation Only
EXTENSION GRANTED
(Date)
50% EXTENSION FEE PAID
(Date)
to
(Date of Expiration)
(Amount)
TYPE A I
' 1/17/08
DESCRIPTION
13" Square Lens Units offer lens/trim combinations for different controlled
light distributions. Highly efficient reflector design allows maximum
utilization of Medium Base or Mogul Base Metal Halide lamps. Reflector can
be removed for ballast and junction box access.
SPECIFICATION FEATURES
A ... Reflector
.050 one piece hydroformed and
polished aluminum, with clear
specular AlzakOa finish.
B ... Trim Ring
Painted extruded, gasketed
aluminum frame.
C ... Socket Cap
Die-cast aluminum.
D ... Housing/Mounting Frame
Extruded aluminum 1 7/8" deep
collar with stamped steel mounting
frame (#16 GA..062).
E ... Universal Mounting
Bracket
Exclusive universal mounting
bracket accepts 1/2" EMT,
B.............
C channel, T bar fasteners and bar
hangers. Adjusts 5" vertically from
above or below ceiling.
F .-. Conduit Fittings
Die-cast screw tight connectors.
G ... Junction Box
U.L. listed for eight #12 at 90°C pull
through branch wiring. Positioned
to allow straight conduit runs. Six
1/2" and two 3/4" knockouts are
provided. Access to junction box
through removal of reflector.
H ... Ballast
Quick mount plug-in thermally
protected ballast with dual tap for
120/277V. Ballast secures to
mounting frame with spring lock.
12-11/16'
1322mml
14"
1356mm1
14-1/2'
1368mml
I --. Torsion Springs
Keep lens frame securely in place.
J ... Lens Trim
Square prismatic drop, clear glass,
11 5/16" (287mm) sq. x 1
7/8" (48mm) deep.
Insulation Detector
Provides protection against
improper use of ceiling insulation.
Labels
U.L. listed, C.S.A. certified,
standard damp label, IBEW union
made.
27 1/2'
"A' 1699mnt
M5323T 730 14 3/4" 1375mm1
M5324T 740 14 3/4" 1375mml
M5335T 750 17 15/16' 14561nn,]
M5336T 750 19 11/16' 1500, it
I
9 1/2"
1241 mm)
- i
'A'
PORTFOLIOTM
M5322T
M5323T
M5324T
M5335T
M5336T
11311
50 - 25OW
MH
13" PRISMATIC DROP
ENERGY DATA
70W Metal Halide
Input Watts: 94
Oparaung/Starting Current:
120V= 0.85 / 0.53; 277V. 0.37 / 0.27
Power Factor: 90%
10DW Metal Halide
Input Wan.: 125
Operating/Starting Current:
120V= 1.101 1.20; 277V.0.48 / 0.55
Power Fort nr: 90%
175W Metal Halide
Input Watts: 205
Operating.'Staning Current:
120V- 2.00 / 1.65; 277V.0.87 / 0.70
Power Factor: 90%
250W Metal Halide
Input Welts: 290
Operating'Starting Current:
120V. 2.60 / 2,10; 277V.1.12 / 1.90
Power Factor: 90%
ORDERING INFORMATION
Sample Number: Complete unit consists of housing, ballast and trim.
Housing
Options
Ballast. Trims Finish
Accessories
M5322° 13" 50W Square Mad Base
O' Quartz Restrike
720' SOW MH 120/277V Magnetic t 73i t °Square Prismatic p= White Tnm, Clear
H820: C Channel Bar Hangars. 26" Lorg.
MH
System with
728° SOW MH 120/34N Magnetic Drop Lens Glass
Pais
M5323' 13" 70W Square Mad Base
Time Delay,
t00W DC
730' 70W MH 120127N Magnetic
NO Me: c chamel Bar Hangers, 50" Long,
Pa..
MH
Bayonet Base
738: 70W MH 120/947V Magnetic
FK: nekl instrrued Fuse Kd. Specily
M5324' 13" 100 uare Med
Amperage
Base MH
(QlncluAed)mp
740= 100W MH 120127N Magnetic
RMB-22• Wood Jost Bar Hanger, 22' Lang,
__-- __-- M5335: 13" 175W Square Mad
x° DC Bayonet
748' t00W MH 1201347V Magnetic
Pa.,
Base MH
Lamp Socket
750: 175W MH 120/277V Magnetic
M533W 13" 25OW Square Med
only for Quartz
758: 175W MH 1201347V Magnetic
Base MH
Standby Lamp
760= 250W MH 1201277V Magnetic
/
7e8; 25OW MH 120/347V Magnetic
COOIoEIt Lighting
Specifications and Dimensions subiect to change without notice.
ADP051867
www.cooperllghting.com
Consult
your represents-, for edditiunai npuons and eniahas.
06/04/2007 10:21:13 AM
PHOTOMETRICS
Candlepower Distribution
Test No. H32004
1 M5324.740T-11311P
1000 La mp=M 100
t Lumens= 7600
2000 Spacing Criteria- 0.8
' Efficiency= 62.4%
3000 ,
4000
5000
Average
Candlepower
Luminance
Deg.
CD
Deg.
CD/SQ M
0
3340
45
3634
5
3289
55
2562
15
2576
65
2293
25
1749
75
2259
35
1193
85
2247
45
781
55
486
65
335
75
236
85
134
90
91
Candlepower Distribution
Candlepower
Test No. E429-44
Deg'
CD
0
10033
M5336T-760-11311P
5
9881
2500
`
Lamp=MS250/C/HOR
Lumens=23000
15
7904
t
25
5554
5000
Spacing Criteria=0.8
35
4143
Efficiency=62.8%
45
2585
7500
55
1519
65
1044
r
75
764
10000
85
468
90 _
326
12500
M533ST 11311
Cone of Light
Distance to Initial Nadir
Beam
Illuminated Plans rootcandles
Diameter
5.6" 112
4-6.
6'6" 80
516"
_53
6'6"
10'0" 34
8'0"
12'0" 24
10'0"
".0.. 17
1115"
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half -foot.
Footeandle values are initial, apply appropriate
light loss
factors where necessary.
Lamp Wattage Multiplier
70W x 0.625
Cone of Light
Distance to
Illuminated Plane
4'0"
Initial Nadir
Foo des
496
Beam
Diameter
4'6"
5'6"
238
6'6"
710"
139
816.
910"
91
1016"
1016"
64
12'8"
12'0"
48
14'6"
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half foot.
Footcandle values are initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Multiplier
175W x 0.60
COOPER Lighting Specifications and Dimensions subject to change without notice. ADPOS1867
-coopedighting.com Portfolio • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800 • FAX 770.486.4801 OWOV2007 10:21:13 AM
I
QV
Z
Z)P:
D_
li ou
AC Series
6" Extended Pole Mount
This compact forward -throw reflector has a main beam of 60+ degrees from vertical
(30 degrees from horizontal), providing wide lateral distribution and excellent
uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise
cutoff adjustability.
Three Sizes:
12' square x 5" deep (305 x 127 mm)
16" square x 6.5' deep (406 x 165 mm)
22" square x 9.3' deep (559 x 235 mm)
Candlepower distribution curve of
40OW MH 16' Area Cutoff Light.
100' W 60' 40' 2a 0' 2a 40 80' sa 1W
1sa 40.8
140' -- 42.7
120' - 36.6
10a 30.5
24.4
8a S 15.3
4a 122
2a ._. s 0.1
0' O Om
2Y CA
40' 12.2
305 24A 18.3 122 61 Om st 122 183 244 W..8
Isofootcandle plot of 40OW MH
Area Cutoff Light at 25' (7.6 m)
mounting height, 0" tilt above
horizontal, with backlight shield
removed.
r ` 1
L 124-A
Housing Wattage/
Sizes . Lamp
1 r 1
Catalog A" Mounting Code
Number ;Vice (insert Code at " In Catalog N)
%>telray
4d ee4
12' 15OW PSMH MAC"615-M
219 1- 1-112" Close Pole Mount
$9
16" 32OW PSMH
AC"632-M
$263 2 = 6' Extended Pole Mount
$14
22" 75OW PSMH AC-675-M
473 3 = 2' Adjustable Fitter
$22
12" 50W MH
MAC`405-D
203 4 = Yoke Mount
"407-D
$!0
$70
12' 150W HPS MAC"515-M $196
16' 250W HPS AC"525-M 261 NOTE: When using multiple 22" sq.
16' 400W HPS AC"540-M W l housings at 90" configuration, a special
Specify Mounting (additional cost) 12' arm is required; seepage 156.
Other lamp wattages available -consult factory
q' Reduced envelope lamp. ED281or 32OW PSMH and 40OW MH; BT37 for 1000W MH.
Options: (Factory installed) Change Add After �; /
Description Suffix To Suffix �44det
277V Reactor ballast (PSMH only) 27 sa adder
120V Reactor ballast (50-15OW HPS 12• housing only) 1 deduct 21
480V ballast mm PSMH,175-100PN MH 8 70-Al" M or0y) 5 r
480V ballast (70-100W MH only) 5 $18
347V ballast (SOW HPS only) 6 eca adder
Quad -volt ballast (5D-100W MH only) M $9
Quad -volt ballast (50W HPS only) M as addax
Tri-volt ballast (32OW PSMH,175-1000W MH 8 T na addrn
70-4DDW HPS only)
Tri-volt ballast (50-100W MH only) T $9
Single Fuse (277V Reactor,120V. 277V or 347V) 27,1, 2 or 6 F $12
Dual Fuse (208V, 240V or 480V) (n/a Canada) 3, 4 or 5 F $22
4
Quartz Standby (delay -relay type) (includes 100W 0 lamp) (n/a 277V Reactor) Q $46
Button Photocell (Factory-inslalled with all mountings other than 2' Adjustable Fitter)
NOTE: n/a on 1000W w/120V: all 480V 27,1, 2, 3, 4 or 6 P $10
External Photocell (Factory -installed) (Page 133)
For fixtures w1l000W,120V 1 P $22
For fixtures w/480V 5 P $22
Accessories: PieA" ,P 1—t �ieta�j
(Field -Installed) 12" r�atee 16" ;Dace 22" Mice
Wire Guard FWG-12 $10 FWG-16 $12 FWG-22 $24
Backlight Shield SBL-12 3 SBL-16 5 SBL-22 6
(standard on AC Series Wall Mount)
Button Photocell (Field -installed in fixtures with 2' Adjustable Fitter) Catalog # ;?seA41 p7fe'
For fixtures w/120V iris on t000w) PC-1 $
For fixtures w/208, 240 or 277V PC-2
For fixtures w/347V PC'6
Mountings .................................................... Page 116
Catalog Number Logic/Voltage Suffix Key ........................... Page 115
Optical Systems ................. .......................... Pages 104-107
Accessories.................................................. Page 133
Mounting Alternatives......................................Pages 166-157
Mounting Brackets ......................................... Pages 158-159
Poles ....... ............................................. Pages 160-169
Performance... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • www.ruudlighting.com
u
Performance... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • www.ruudlighting.com
u
& , Lamp
Included!
li
t.
R7F26/32 New Construction
I
R7FR26/32 Remodel
10 times longer -lasting
than incandescent lamps
This compact fluorescent (CFL) light is
a remarkable light source. With an
average rated life of 12,000 hours, it will
Iasi 10 times longer than an ordinary
A19 incandescent lamp, while using
only one-fourth of the electricity.
Unlike typical fluorescents, the
1710-2200 lumen output compact lamp
(included) has a color temperature of
3500K and a high Color Rendering
Index of 82.
Fluorescent recessed fixtures are the
obvious choice for installations where
lighting is used continuously. Not only
does the long lamp life save on
relamping and maintenance, but the
cool operating temperature reduces air
conditioning loads.
R7F Features
Adjustable housing
Adjusts up to 1-3/8 inch in plaster
frame to accommodate different ceiling
thicknesses.
Oversized junction box
The R71726/32 is designed for easy
through -branch circuit wiring. Eight
(4 in — 4 out) No.12 AWG (90C)
conductors are permitted in the box. For
a quick and easy wiring access, junction
box covers are retained with a snap latch.
326
Rigid bar hangers
These rigid bar hangers are for
use In 16-inch to 24-Inch O.C. wood
joist or T-Bar construction. This design
permits sturdier installations that are
less prone to sagging. Because the
recessed fixture can now slide anywhere
along the bar hanger, they are handy in
T-Bar ceilings where centering of the
fixture within the ceiling panel is
desired. One-piece 27-inch bar hangers
(RBH27) are available where required.
Versatile plaster frame
Adaptable to new or existing ceilings.
For existing ceilings, remove bar
hangers and use RRC Remodel Clips.
R7F26/32 and R7FR26/32
Features
Electronic universal ballast
Microprocessor -controlled electronic
ballast automatically senses supply
voltage 120 volts through 277 volts
Ballast is accessible from below the
ceiling and is Class P thermal protected.
Thermal protection
Luminaire is thermally protected in
accordance with Article 410 of NEC.
RFI Emissions
In compliance with Commercial FCC Part
18 emission levels.
R7FR26/32 Remodel
10 times longer -lasting
than incandescent lamps
This compact fluorescent (CFL) light is
a remarkable light source. With an
average rated life of 12,000 hours, it will
Iasi 10 times longer than an ordinary
A19 incandescent lamp, while using
only one-fourth of the electricity.
Unlike typical fluorescents, the
1710-2200 lumen output compact lamp
(included) has a color temperature of
3500K and a high Color Rendering
Index of 82.
Fluorescent recessed fixtures are the
obvious choice for installations where
lighting is used continuously. Not only
does the long lamp life save on
relamping and maintenance, but the
cool operating temperature reduces air
conditioning loads.
R7F Features
Adjustable housing
Adjusts up to 1-3/8 inch in plaster
frame to accommodate different ceiling
thicknesses.
Oversized junction box
The R71726/32 is designed for easy
through -branch circuit wiring. Eight
(4 in — 4 out) No.12 AWG (90C)
conductors are permitted in the box. For
a quick and easy wiring access, junction
box covers are retained with a snap latch.
326
Rigid bar hangers
These rigid bar hangers are for
use In 16-inch to 24-Inch O.C. wood
joist or T-Bar construction. This design
permits sturdier installations that are
less prone to sagging. Because the
recessed fixture can now slide anywhere
along the bar hanger, they are handy in
T-Bar ceilings where centering of the
fixture within the ceiling panel is
desired. One-piece 27-inch bar hangers
(RBH27) are available where required.
Versatile plaster frame
Adaptable to new or existing ceilings.
For existing ceilings, remove bar
hangers and use RRC Remodel Clips.
R7F26/32 and R7FR26/32
Features
Electronic universal ballast
Microprocessor -controlled electronic
ballast automatically senses supply
voltage 120 volts through 277 volts
Ballast is accessible from below the
ceiling and is Class P thermal protected.
Thermal protection
Luminaire is thermally protected in
accordance with Article 410 of NEC.
RFI Emissions
In compliance with Commercial FCC Part
18 emission levels.
Order r r
Wattage'/�•z•„<
Lamp Type Description Volts
Catalog #
(1)26W or (1)32W CFL New Construction 120-277
Triple Tube Remodel" 120-277
1171`26/32
R7FR26/32
'Specify 26W or 32W lamp wattage when ordering.
"Supplied with 4 remodel clips
Options: (Factory -installed) (commercial use only)
Description
0-10V Electronic Dimming Ballast (120 or 277V)
Add to
Catalog #
A
,,-r,;,•
$7t
Power Line Electronic Dimming Ballast —120V
1 P
f 4:
Power Line Electronic Dimming Ballast-27TV
2P
347V Electronic ballast (consult factory)
6
Accessories
Pair 27" Flat Bar Hangers (R7F only)
Catalog #
RBH27
TIC'Z"„
¢,
T-Bar Clips (4) (R7F only) (use with RBH27)
RTBC
¢;
Oversize Metal Trim Ring (7-7/8' o.d.) (Not for use with RT18)
ROTR
y ;
Remodel Clips (4) (R7F only)
RRC
r_
Accessories ....................................................Pages 336-33
Photometrics and Coefficients of Utilization ...................... Pages 338-34i
120 or 277V Power Line
Electronic Dirnrning` ballast
option
Operates from 2-wire compatible
dimmers.100% to 5% continuous
dimming. Lamp ignition at any light
output setting.
120 or 277V Low -Voltage
Dimming' ballast option
Operates from compatible 0-10V OC
controllers on Class 1 or Class 2
low -voltage systems,100% to 5%
continuous dimming. lamp ignition at
any lighting output setting.
Minimum starting
temperature
01(-18°C) in open fixtures.
R7F26/32
New Construction
7.5" — O
1_
plaster frame — 3'
dimensions: 7.25� J
10.51 x 7.25'W
Adjustable socket
Socket plate is adjustable as required
for different trims.
Labels
Both housings are UL and cUL Listed
for damp locations. The R7F is listed to
feed -through wiring.
NOTE: For recommended dimming
controls see page 337.
• Lamps must burn -In 100 hours
minimum prior to any dimming trial.
R7FR26/32
Remodel
&Iaea
Customer Service... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • www.ruudlighting.com
1TIT�13'(771'I1�33��
1 /17/08
e
Construction
Unlike other bollards, this unique
design positions the lens on the top
of the fixture. The clear lens is sturdy
injection -molded acrylic (HC) or
polycarbonate (HCD and HCF). It
attaches to the housing with an
overlapping die-cast aluminum retainer
ring. For quick relamping, only four
flush -mounted, stainless -steel fasteners
need to be removed from the base. Two
silicone lens seals prevent moisture
from entering the lens. Optional
decorative Dome Top or Extended Flat
Top styles also are available.
The housing is an aluminum extrusion
that is standard with our exclusive
Colorfast DeltaGuard"A finish, featuring
an E-coat epoxy primer with bronze
ultra -durable powder topcoat. Consult
factory for availability of other finish
colors. The housing fastens to a cast -
aluminum base with four supplied
1/4-20 flat -head, stainless -steel screws.
Within the housing, a formed and
t channeled heavy -gauge steel frame
supports the electrical components and
reflector. A double -lip silicone seal at
the top of the reflector and a sealed
lamp socket prevent insects, dirt and
moisture from entering the optical
system.
Ballast
A high -power -factor ballast is standard.
The 13-watt fluorescent and 35-watt
HPS bollards are standard with a
120-volt ballast and are available with
an optional 277-volt ballast.100W HPS
is standard with a quad -volt ballast
(120/268/240/277). All other wattages
1>;
are standard with a dual -volt ballast
(120/277V; in Canada, on 50-watt MH
and at 170- and 100-watt fixtures, a
t.'
tri-volt (120/277/347V) ballast is
supplied. In the U.S., additional
quad -volt (120/208/240/277V) ballast
option for 50-to-100-watt MH and
70-watt HPS bollard is available.
Lamps
13-watt quad -tube compact fluorescent
(CFL); 50,70 and 100W MH; 35, 50,
70 and 100W HPS (clear, medium base
for MH and HPS).
Installation
The entire extrusion and lens can be
removed from the base as one
assembly. The base is secured to a
concrete tooting using three 3/8" x 6"
steel anchor bolts supplied. We suggest
installation in a 2' deep x 12" diameter
poured base, unless soil type and frost
line in your area dictate a deeper base. A
3-inch diameter conduit opening is
provided in the base for ease of wiring.
Performance
The exclusive optical system of the clear
lens HC Series produces twice
the light output of most competitive
products. A 70° main beam provides
uniform distribution with low brightness
at spacings up to 40 feet. While only
36 inches high, the HC Series achieves
a light center slightly less than 3 feet.
(Other bollards need 42 inches of height
to accomplish this.)
Labels
The Round Bollard is UL and cUL Listed
for wet locations and enclosure
classified IP65 per IEC 529 and IEC
598.
Order
Wattage/ Catalog Number
Lamp Type Standard
r r
Catalog Number
Dome Top Extended Flat Top
Clear Lens 7117f r 1-111
50W MH HC405-D $?54
HCD405-D
r.clay nice
HCF405-D 4r55657
70WMH HC407-D $3.54
HCD407-D
HCF407-D
., 569
100W MH HC410-D 354
HCD410-D
HCF410-D
$369
35W HPS HC503-1 $326
HCD503-1
HCF503-1
$341
50W HPS HC505-0 347
HCD505-D
HCF505-D
362
70W HPS HC507-M 347
HCD507-M
HCF507-M
362
100WHPS HC510-M 347
HCD510-M
HCF510-M
.362
13W CFL HC213-1 $303
HCD213-1
HCF213-1
315'
Options: (Factory -Installed)
Description
277V ballast (13W CFL only)
Change
Suffix To
2
Add After
Suffix
ja y
4d eez
$/0
Quad -volt ballast (50-10DW MH)
M
$9
Tri-volt ballast (50-100W MH)
Tri-volt ballast (70 & 10UW HPS orgy)
T
T
479
<w Odd rr
347V ballast (50W HPS only)
6
rw adel�e
Single Fuse (12oV, 277V or 347V)
Dual Fuse (208V or 240v) (n/a Canada)
1, 2 or 6
3 or 4
F
F
$12
$22
Photocell (12M,, 277V, 2MV, 240V or 347V)
1, 2, 3,4 or 6
P
10
180" Shielded Clear Lens
A
$16
Tamperproof Lens Fasteners
J
$2
Polyrarbonate Lens MC Series only) (standard HCF & HCD)
V
$4
Accessories:
Description
Louver (Field -installed)
Tamperproof Screwdriver
Catalog /
HCL
TPS-1
P.
,mute
$60
$15
Catalog Number Logic/Voltage Suffix Key ..............................
Accessories ... .......... .......
....... ..................
Page 9
Paoe39
180° Shielded Clear Lens "A" option
t;
r.
y. .
Louver accessory (HCL)
Dome Top with Clear Lens (HCD)
Extended Flat Top with Clear Lens (HCF)
Solutions... DIRECT! n
(800) 236-7000, 7 a.m. to 6 p.m. CT C: )'
Z ;
Fax: (800) 236-7500 • www.ruudlighlitig.com ® n
, ig
The Merchants Bank Site Plan
Landscape Estimate of Probable Cost
Prepared by Gail Henderson -King, ASLA, Landscape Architect
January 2008
Item
Size
Unit Cost'
Quantity
Subtotal
Trees
Betula ni ra 'Select'
River Birch
1 3/4" to 2" Cal
$500
10
$5,00
Ginkgo biloba
Ginkgo
2 1/2" - 3" Cal
$650
2
$1,30
G mnocladus dioicus
Kentucky Coffeetree
2 112" - 3" Cal
$650
2
$1,30
Shrubs
Juni erus horizontalis
Creeping Juniper
18" - 24" Height
$50
34
$1,70
Pinus mugo var. mu ho
Dwarf Mugo Pine
24" - 30" Height
$60
18
$1,08
Rhus aromatics 'Gro-Low'
Dwarf Fragrant Sumac
24" - 30" Height
$40
12
$48
Spiraea x bumalda Anthony
Waterer'
AnthonyWaterer S irea
18" - 24" Height
$40
14
$56
S iraea japonica
Japanese S irea
24" - 30" Height
$40
11
$44
S rin a me eri 'Palibin'
Korean Lilac
30" - 36" Height
$60
26
$1,56
Taxus cus idata
Japanese Yew
24" - 30" Height
$75
35
$2,62
Thu'a occidentalis 'Ni ra'
Arborvitae
36" - 42" Height
$75
10
$75
Viburnum dentatum lArrowwood
Viburnum
30" - 36" Hei ht
$40
55
$2,20
Perennials and Grasses
Echinacea purpurea
Purple Coneflower
#1 Container
$20
60
$1,20
Hemerocallis spp.
Daylily
1-2 Fan Division,
#SP5 Cont.
$20
21
$42
Miscanthus sinensis
Maidenhair Grass
#1 Container
$20
10
$20
Total Estimatel
$20,81
Unit costs reflect average of recent bids and include plant costs plus installation.
11'010UREUX & DICKINSON Consulting; Engineers, Inc.
14 Morse Drive
Essex Junction, VT 05452
Tel:802-878-4450 Fax:802-878-3135
E-mail: mail Ca idengincenng.com
Retaining Wall Block Spec I
5/23/08
komlmWftffo
or a rugged Look that bleiids bcautifi lly with
your ourdoor sf.xice, Roman Wall' is a natural.
Split and weathered looking, Roman Wall' boasts a distressed
appearance that gives the impression
that it has been around for
decades. Admired as much for its
versatility as its look, Roman
Wall' can be used to form straight
or curved walls, as well as
planters and steps.
WALL UNdu:,�'
IV to
ddm
or
STANDARD UNIT 1 112 UNIT
1/2 UNIT TAPERED UNIT
8'x6-x12' 12'x6'x12"
4'x6"x12" 8"x6"x12'
20an x 1 San x 30an 30cm x 1 San x 30cm
10cm x 15an x 30cm 20cm x 15cm x 30cm
40
1 -V-
CORNER UNIT ROMAN TAPERED CAP
COPING UNIT
12- x 6" x 8" 9114' x 3'/3" x 13"
12" x 12" x 3"
30an x 15on x 20an 25cm x 8.5cm x 33cm
30cm x 30cm x 7.5an
WALL COLORS"
a P6i07(1S
I Top: Granite/Nevada
Lower Granite/Nevada
GRANITE NEVADA
Retaining Wall Fence Spec
5/23/08
The basic Genesis"'"
ornamental fence
(three -rail version
shown below) is
an ideal perimeter
product for virtually
any commercial or
industrial application.
Page 8
The Echelon IlTra GenesisTII
style highlights the sleek
lines of unaltered square
pickets reminiscent of
solid vertical bar fences.
The extended Flat-topped
tip does not detract from
architecture or landscape.
DGW�fl
00010 G. WHITE E ASSOCIATES, INC.
Beatty Aduism
MEMORRHOUM
TO: South Burlington Planning & Zoning
Development Review Board
I M: Stephanie Hainley
ORTE: May 23, 2008
O E : Merchants Bank — Preliminary & Final Plat Submission Materials
The following materials are being submitted for the preliminary& final plat, PUD and
Site Plan application for Merchants Bank, Shelburne Road:
1) Memo re: "Merchants Bank — Preliminary/Final Plat Application," from David
White & Stephanie Hainley and dated May 23, 2008.
2) Application for Subdivision Preliminary & Final Plat Review, dated May 23
2008.
3) Merchants Bank Abutters List, updated 05/23/08.
4) "Technical Memorandum Peak Hour Trip Generation," prepared by Lamoureux
& Dickinson and dated May 21, 2008.
5) Sheet 1 of 8, "Overall Site Plan," prepared by Lamoureux & Dickinson and dated
5/16/08.
6) Sheet 2 of 8, "Grading and Utilities Site Plan," prepared by Lamoureux &
Dickinson and dated 5/16/08.
7) Sheet 3 of 8, "Lighting and Landscaping Plan," prepared by Lamoureux &
Dickinson and dated 5/16/08.
8) Sheet 4 of 8, "Light Grid," prepared by Lamoureux & Dickinson and dated
5/16/08.
9) Sheet 5 of 8, "Details and Specifications: Road and Water," prepared by
Lamoureux & Dickinson and dated 5/16/08.
10) Sheet 6 of 8, "Details and Specifications: Sanitary, Storm & Misc.," prepared by
Lamoureux & Dickinson and dated 5/16/08.
11) Sheet 7 of 8, "Details and Specifications: Erosion Control & Landscaping,"
prepared by Lamoureux & Dickinson and dated 5/16/08.
168 htterq Street P. 0. lox 1607 8arlington, h moat 05402.1001 P: 802 0621225 f: 862 662 3601
12) Sheet 8 of 8, "Phasing, Demolition and Traffic Control Plan," prepared by
Lamoureux & Dickinson and dated 5/ 16/08.
13) "2 Lot Subdivision," prepared by Lamoureux & Dickinson and dated 4/29/08.
14) Sheet A2.1 "Floor Plan," prepared by Scott & Partners and dated 11 /26/07.
15) Sheet A4.1 "Exterior Elevations," prepared by Scott & Partners and dated
1/23/08.
16) Sheet A4.2 "Exterior Elevations," prepared by Scott & Partners and dated
1/23/08.
17) Application for Wastewater Allocation, signed by Juli Beth Hinds, 5/2/08.
18) Lighting Cut Sheets — 5 page set — beginning with "Cooper Lighting, Type A"
and dated l/17/08.
19) "Merchants Bank Site Plan: Landscape Estimate of Probable Cost," prepared by
Gail Henderson -King, Lamoureux & Dickinson and dated January 2008.
20) Roman Wall, Retaining Wall Block Spec, dated 5/23/08.
21) Genesis, Retaining Wall Fence Spec, dated 5/23/08.
Page 2 of 2
Subdivision Plat Application
Permit Number SD- -
APPLICATION FOR SUBDIVISION PLAT REVIEW
in Preliminary in Final
PUD Being Requested? n Yes ❑ No
All information requested on this application must be completed in full. Failure to provide the
requested information either on this application form or on the plans will result in your
application being rejected and a delay in the review before the Development Review Board.
1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
Martin's Foods of South Burlington, Inc., c/o Hannaford Bros. Co, ATTN: Ande A. Smith, P.O. Box 1000,
MS 9805 Portland, ME 04104
2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 408, Page 119
3. APPLICANT (Name, mailing address, phone and fax#) Merchants Bank, ATTN: Gary Dean,
P.O. Box 1009, Burlington, VT 05402-1009
4. CONTACT PERSON (Name, mailing address, phone and fax #) David G. White,
David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007;
Phone 862-1225, Fax: 862-3601
a. Contact email address: dwhite@dgwhiteassoc.com
5. PROJECT STREET ADDRESS: 929 Shelburne Rd, South Burlington, VT 05403
6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-009357.0
May 23, 2008
Subdivision Plat Application
7. PROJECT DESCRIPTION
a. General Project Description (describe what you are proposing): Merchants Bank
proposes to demolish the existing branch and build a new facility in a phased construction plan,
preventing any gap in service to the current Merchants customers.
b. Existing Uses on Property (including description and size of each separate use):
KMart: Retail Use (60,677 SF); Adjoining Retail: Currently vacant (40,265);
Merchants Bank: Bank branch, with drive -up teller (approx. 1000 SF)
c. Proposed Uses on property (include description and size of each new use and
existing uses to remain). Kmart and adjoining retail: To remain, no change to existing permits;
Merchants Bank: Demolition of existing building and construction of 2,120 SF branch with
drive -up teller
d. Total building square footage on property (proposed buildings and existing buildings
to remain): Kmart (existing, no change): 60,677 SF;
Adjoining Retail (existing, no change): 40,265 SF; Merchants (proposed): 2,120 SF
plus 180 SF covered porch and 624 SF canopy over the drive -through tellers
e. Height of building & number of floors (proposed buildings and existing buildings to
remain, specify if basement and mezzanine): 32', measured to top of cupola; 1 Floor
f. Number of residential units (if applicable, new units and existing units to remain):
Not applicable, no residential buildings on site.
g. Number of employees & company vehicles (existing and proposed, note office
versus non -office employees): Existing: 5 employees; Proposed: 5 employees
h. Other (list any other information pertinent to this application not specifically
requested above, please note if Overlay Districts are applicable): Project to be const.
and occupied in two phases. Existing branch to stay open until time of opening of new branch. New
branch will be built on site and existing branch will be razed once new branch is opened - see
"Grading and Utilities Site Plan." Please note, this application is intended to include subdividing the
Subdivision Plat Application
i. List any changes to the subdivision, such as property lines, number of units, lot
mergers, etc. Creation of new lot at Merchants site (see Subdivision Plat for details)
9. LOT COVERAGE (ALL information MUST be provided here, even if no change is
proposed) For Coverage Table, please see Sheet 1 "Overall Site Plan."
a. Size of Parcel: (acres /sq. ft.)
b. Building Coverage:
Existing square feet %
Proposed square feet %
c. Overall Coverage (building, parking, outside storage, etc):
Existing square feet %
Proposed square feet %
d. Front Yard Coverage(s) (commercial projects only):
Existing square feet %
Proposed square feet %
9. WETLAND INFORMATION
a. Are there any wetlands (Class I, II, or III) on the subject property?
❑ Yes n No
b. If yes, is the proposed development encroaching into any of these wetlands
associated 50' buffers (describe)
c. If yes, please submit the following with this application:
1. A site specific wetland delineation of the entire property or a written statement
that the applicant is relying on the City's wetland map.
2. Response to the criteria outlined in Section 12.02(E) of the Land Development
Regulations (applicant is strongly encouraged to have a wetland expert
respond to these criteria)
3
Subdivision Plat Application
10. AREA DISTURBED DURING CONSTRUCTION: 61,800 SF SQ. FT. *
*Projects disturbing more than one (1) acre of land must follow the City's specifications for
erosion control in Article 16 of the Land Development Regulations. Projects disturbing more
than one (1) acre require a permit from the Vermont Department of Environmental
Conservation.
11. COST ESTIMATES
a. Building (including interior renovations)
$ 950,000
b. 9�
Landsca p� In 20,220 (included in estimate above)
Please submit itemized list of landscaping proposed)
c. Other site improvements (please list with cost)
12. ESTIMATED TRAFFIC ISee attached memorandum from Roger Dickinson, dated 5/21/08.
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):
13. PEAK HOURS OF OPERATION: 11AM - 2PM; 4PM - 5PM
14. PEAK DAYS OF OPERATION: Mondays, Thursdays & Fridays (plus any day after a holiday)
15. ESTIMATED PROJECT COMPLETION DATE: December 31, 2008
4
Subdivision Plat Application
16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE
STREET. You may attach on a separate sheet.
17. PLANS AND FEE
Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size
copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be
paid to the City at the time of submitting the application (see Exhibit A).
c beeR 6 larnitted
and is accurate to the best of my knowledge.
URE OF APPLICANT
RE Off PROPERTY OWNER
Do not write below this line
i j S H— P-- M (LL(:-�7�
PRINT NAME
Merchants Bank Abutters List
Updated 5/23/08
1540 00907
Skipco, Inc.
Vermont Railway, Inc.
793 Shelburne Road
1 Railway Lane
South Burlington, VT 05403
Burlington, VT 05401
1540 00916
0260 0001
Charles and Janet Perkins
Jackson Latka
80 South Cove Road
Laura Marlow
Burlington, VT 05401
1 Brewer Parkway
South Burlington, VT 05403
1540 00919
Tire Warehouse Central
0330 00064
492 Main St.
Fire District #1
Keene, NH 03431
575 Dorset Street
South Burlington, VT 05403
1540 00930
Ali Tahami
0675 00015
429 Maeck Farm Road
Old Orchard Realty
Shelburne, VT 05482
PO Box 4193
Burlington, VT 05402
1540 938-0
Pauline Cannizzaro
0982 00142
950 Shelburne Road
Humane Society of Chittenden County
South Burlington, VT 05403
142 Kindness Court
South Burlington, VT 05407
1540 00960
Burlington Savings Bank
1430 00303
C/O FATV/Key Bank
Green Mountain Power Corporation
PO Box 560807
163 Acorn Lane
Dallas, TX 75356-0807
Colchester, VT 05446
1540 00974
1430 00403
Handy Mountaha Trust
Champlain Water District
468 Orchard Drive
PO Box 2085
Colchester, VT 05446
South Burlington, VT 05403
1540 00977
1430 00733
Robert Jolley
Clark Hindsdale, Jr.
Jolley Associates
294 N. Winooski Ave.
PO Box 671
Burlington, VT 05401
St. Albans, VT 05478
1540 00992
1430 00833
Gloria and Lawrence Rozzi Trustees
Richard Limoge
6636 Glen Arbor Way
1 Harbor Watch Road
Naples, FL 34119
Burlington, VT 05401
Page 1 of 2
1540 01000
Long Term Lease Holders
New England Federal Credit Union
1540 00981
PO Box 527
Burger King
Williston, VT 05495
c/o Matthew Marcello
Hinkley, Alen & Snyder
1540 01016
1500 Fleet Center
Kunal LLC
Providence, RI 02903
138 North Main Street
Rutland, VT 05701
1540 01001
Chittenden Bank
1540 01030
c/o Chris Bishop
Shearer SDMWN Associates, LLC
PO Box 820
1675 Shelburne Road
Burlington, VT 05402-0820
South Burlington, VT 05403
1540 01025
1540 01041
Olive Garden
WESCO, Inc.
c/o John Doshna
Walter E. Simendinger
P.O. Box 593330
32 San Remo Drive
6990 Lake Ellenor Dr.
PO Box 2287
Orlando, FL 32802
South Burlington, VT 05407
0675 00040
1540 1075
Hannaford Brothers Co.
City of South Burlington (cemetery)
PO Box 1000
575 Dorset Street
Portland, ME 04104
South Burlington, VT 05403
0675 00040
1540 1085
Lowe's Home Centers, Inc.
J. W.J. Realty, Inc.
c/o Jeff Gray
1095 Shelburne Road
1605 Curtis Bridge Road - REEC Dock
South Burlington, VT 05403
Wilkesboro, NC 28697
1540 00981 & 1540 01025
Southland Enterprises, Inc.
69 College Street
P.O. Box 6
Burlington, VT 05402-0006
1540 01195
David M. Farrell, Trustee
5 Holmes Road
South Burlington, VT 05403
Page 2 of 2
Technical Memorandum
Peak Hour Trip Generation
Burlington Plaza & Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
May 21, 2008
This Technical Memorandum presents the methodology for determining compliance with the City's
Traffic Overlay District (TOD) requirements for the existing Burlington Plaza / Merchants Bank PUD; the
foundation of which was developed at a meeting with Juli Beth Hinds and Ray Belair on May 2, 2008 and
in a subsequent follow-up conference phone call with Ray Belair and Georges Jacquemart on May 7,
2008.
We agreed that for the purpose of the current Merchants Bank application and for future
amendments to the Burlington Plaza PUD, the grandfathered weekday pm peak hour traffic budget of
the existing Burlington Plaza / Merchants Bank PUD equals 1,052 vte/hour, as presented in our previous
Technical Memorandum dated March 20, 2008.
We also agreed that the PUD's actual existing and proposed weekday pm peak hour trip generation
should be based on ITE1 trip generation rates using a full -occupancy assessment of Burlington Plaza's
historical uses. Because this is a PUD having mixed uses, Georges Jacquemart recommended including
an allowance for internal multi -purpose trips that circulate between the Merchants Bank and the other
Burlington Plaza uses, and opined that 5-10% would be a reasonable range.
Similarly, we agreed that the calculation of Merchants Bank trips should also be based on ITE trip
generation rates. While a recent count (August 2007) showed the Merchants Bank generating 196 pm
peak hour trip ends, we deemed it to be inappropriate to use that number in this methodology because
there is no way of knowing whether the 2007 count reflects the bank's portion of the 1,052 trips in
1993. Furthermore, the 2007 count was done on a Friday, and the overall pm peak hour weekday
average over 5 days would be considerably less than that.
With regards to the ITE trip generation of the existing and new Merchants Bank, there are two
independent variables related to physical characteristics that could be used; gross floor area and the
number of drive-in lanes. Using gross floor area results in 45 existing/96 proposed peak hour trips.
Similarly, using the number of drive-in lanes results in 102 existing/153 proposed peak hour trips. We
agreed that the higher trip end estimates calculated from the number of drive-in lanes would be the
best choice.
Table 1 summarizes the resulting trip estimates for the Burlington Plaza / Merchants Bank PUD both
for the existing condition as discussed above and for the proposed condition with the expanded
Merchants Bank facility. The numbers of internal trips shown in Table 1 were calculated using the
Trip Generation, Institute of Transportation Engineers, 7`h Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
May 21, 2008
Page 2
analytical procedure developed by the ITEZ for this purpose. The attached spreadsheets detailing those
calculations follow the ITE procedure using a conservative (low) 5% internal trip ratio between the three
major use categories; retail, movie theatre and drive-in bank.
Table 1
Burlington Plaza/Merchants Bank PUD Peak Hour Trips
Use
Existing
Proposed
Size
Trips (vte/hr)
Size
Trips (vte/hr)
Movie Theatre with Matinee
700 seats
49
700 seats
49
Shopping Center
70,221 sf
496
70,221 sf
496
Supermarket
21,121 sf
273
21,121 sf
273
Drive -In Bank
2 lanes
102
3 lanes
153
Internal Trips (see attached spreadsheets)
-24
-28
Total PM Peak Hour Trips
896
943
With 943 total peak hour trips, which includes the proposed expanded Merchants Bank, the
Burlington Plaza / Merchants Bank PUD remains within its 1,052 peak hour trip grandfathered traffic
budget, and thus satisfies the requirements of the City's TOD regulations.
,�P.. /4. Dig "!
NO. 645 Z
o vil
���FS` • �CENSE�• •\�l���`~
ONALEAG
/1111111/1
Trip Generation Handbook, Institute of Transportation Engineers, 2"d Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Project: Merchants Bank
#: 07053
Scenario: Existing PM
F
By: R. Dickinson
Date: May 19, 2008
I anri I Ica A Retail
ITE LU Code
Size 91.342 ksf
Total
Internal I
External
Enter
377
5
372
Exit
392
4
388
Total
769
9
760
%
100%
1 %
99%
Demand
Balanced
Demand
5%
1
1
5%
20
5%
2
2
5%
19
I nnri I Ica R Mnvia Thp:%tra
ITE LU Code
Size 700 seats
Total
Internal
External
Enter
19
2
17
Exit
30
4
26
Total
49
6
43
%
100%
12%
88%
F
Demand
Balanced
Demand
5%
19
3
5%
3
5%
20
3
5%
J 3
Demand
Balanced
Demand
5%
1
1
5%
3
5%
2
2
5%
3
Net External Trips for Multi -Use Develo ment
Land Use
Total
A
B
C
Enter
372
17
46
435
Exit
388
26
47
461
Internal
Total
760
43
93
896
1 Capture
Single -Use Total
769
49
102
920
1 3%
I anri I Ica r nriva-In Rank
ITE LU Code
Size 2 lanes
Total
Internal
External
Enter
51
5
46
Exit
51
4
47
Total
102
9
93
%
100%
9%
91%
Project: Merchants Bank
#: 07053
Scenario: Proposed PM
By: R. Dickinson
Date: May 19, 2008
I and UGa A Retail
ITE LU Code
Size 91.342 ksf
Total Internal I External
Enter 377 6 371
Exit 392 5 387
Total 769 11 758
% 100% 1% 99%
5%
5%
F
I
v
ITE LU Code
Size 700 seats
Total Internal External
Enter 19 2 17
Exit 30 4 26
Total 49 6 43
% 100% 12% d 88%
F
Demand Balanced Demand
5% 19 4 5% 4
5% 20 4 5% 4
Demand Balanced Demand
5% 1 1 5% 4
5% 2 2 5% 4
Net External Trips for Multi -Use Develo ment
Land Use
A B C Total
Enter 371 17 70 458
Exit 387 26 72 485 Internal
Total 758 43 142 943 Capture
Single -Use Total 769 49 153 971 3%
I anri i Ica C'. nriva_In Rank
ITE LU Code
Size 3 lanes
F
Demand Balanced Demand
5% 19 4 5% 4
5% 20 4 5% 4
Demand Balanced Demand
5% 1 1 5% 4
5% 2 2 5% 4
Net External Trips for Multi -Use Develo ment
Land Use
A B C Total
Enter 371 17 70 458
Exit 387 26 72 485 Internal
Total 758 43 142 943 Capture
Single -Use Total 769 49 153 971 3%
I anri i Ica C'. nriva_In Rank
ITE LU Code
Size 3 lanes
Demand Balanced Demand
5% 1 1 5% 4
5% 2 2 5% 4
Net External Trips for Multi -Use Develo ment
Land Use
A B C Total
Enter 371 17 70 458
Exit 387 26 72 485 Internal
Total 758 43 142 943 Capture
Single -Use Total 769 49 153 971 3%
I anri i Ica C'. nriva_In Rank
ITE LU Code
Size 3 lanes
Net External Trips for Multi -Use Develo ment
Land Use
A B C Total
Enter 371 17 70 458
Exit 387 26 72 485 Internal
Total 758 43 142 943 Capture
Single -Use Total 769 49 153 971 3%
I anri i Ica C'. nriva_In Rank
ITE LU Code
Size 3 lanes
I anri i Ica C'. nriva_In Rank
ITE LU Code
Size 3 lanes
Total
Internal
External
Enter
76
6
70
Exit
77
5
72
Total
153
11
142
%
100%
7%
93%
14 Morse Drive
Essex Junction, VT 05452
May 2, 2008
Juli Beth Hinds, AICP
City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
Lamoureux & Dickinson
Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135
Email: mailC&LDengineering.com
RE: Martin's Foods of South Burlington, Shelburne Road
Dear Juli Beth,
Enclosed is an Application for Wastewater Allocation for the above -referenced property.
The purpose of this application is to establish flows for the Burlington Plaza and the existing Merchants
Bank. Based on the State Environmental Protection Rules, Table 3, the wastewater design flow equals:
Use
Calculation
Gallons
per Day
Large Dry Goods
(5 gpd/100 sf )*(60,671 sf)
3,034 gpd
Supermarket
(7.5 gpd/100 sf)*(20,550 sf)
1,541 gpd
Movie Theater
(5 gpd/seat )*(700 seats)
3,500 gpd
Small Dry Goods Store(drug store, video
rental & dry cleaner)
(100 gpd/storefront)*(3 store fronts)
300 gpd
Merchants Bank
(15 gpd/employee)*(6 employees)
90 gpd
Infiltration
300 gal/day* 12"*0.11 miles
300 gal/day*4"*.02 miles
396 gpd
24 gpd
Total
8,885 d
As discussed, the above is based on the uses that formerly occupied the Plaza. There is no change
Proposed to the number of Merchants Bank employees with construction of the new Merchants Bank and
therefore this allocation request does not represent an increase over existing. The State has requested
that we establish flows for the entire parcel and documentation that the City has the capacity to serve the
above flows is required. Please call if there are any questions.
Sincerely,
pat� 6tu�,�
Patricia Coburn, P.E.
cc. Gary Dean
P:\2007\07053\hinds wastewater allocation.wpd
Civil Environmental Transportation Planning Landscape Architecture Land Surveying
APPLICATION for WASTEWATER ALLOCATION
*Items marked with an asterisk must be filled in by ALL applicants
*Applicant Information
Applicant: Martin's Foods of South Burlington
Contact Person: Ande A. Smith
Mailing address: P.O. Box 1000, MS 9805, Portland, ME 04104
Telephone and fax for contact:
Property owner name .(if not applicant):
Property owner mailing address:
Inc., c/o Hannaford Brothers
*Physical location of project: 929 Shelburne Road, South Burlington., VT
ignature of Applicant *Signature of Property Owner
(Both applicant and property owner MUST sign the application!)
*Project Information
If the project is a single-family home, please check one: New Existing
If not single-family home, project name: Burlington Plaza
*Application or Permit Numbers: (from Dept. of Planting & Zoning)
Engineer's Information for flows over 1,000 gpd
.Name of Engineer: Patricia Coburn
Firm: Lamoureux & Dickinson Consulting Engineers, Inc.
Mailing address: 14 Morse Drive., Essex Jct.., VT 05452
Phone and fax: (802) 878-445.0 I (802) 878-3135
PE License #: 7561
APPLICATION for WASTEWATER ALLOCATION
*Flow Calculations
(You may substitute an engineer's calculation or letter for the information requested below)
For additional bedrooms in single-family homes:
Number of existing bedrooms:
Number of additional bedrooms requested:
For other residential projects, list number of bedrooms and units requested:
Number of
bedrooms x
Number of - Gallons per
units x day per unit = Total flows
1
150
2
300
3
450
4
600
5
750
6+ (specify)
TOTAL
ror commercial and industrial projects, list existing and proposect tenants, uses anc
Tenant/ Number of Other
Business Type of use seats, SF, etc- x Flow per unit Adjustments Total flow
TOTAL
. flows:
*Total development wastewater flow requested: Z7 S gallons per day
Flow characteristics (for commercial and industrial projects) WU V' J' 1 WFL prrwo_J
Volume: OwnQe- w UAP- 14_
Flow rate:
Strength:
N
APPLICATION for WASTEWATER ALLOCATION
Please do not write below this line
Application & Recording Fee Received:
Receiving Plant: Airport Parkway
City Center District: Yes
Bartlett Bay
No
o,31'
Date
Approved by Water Pollution Control Department (Commercial and Industrial Projects)
V1 16L-
Director of Water Pollution Control
Date
Preliminary allocation issued: (payment of fee is not required)
Director of Planning & Zoning
uate
Final Allocation Issued: (payment of fee is required, either in full or pro -rated for projects
with multiple zoning permits involved)
Vect'or Qof Planning & Zoning Date
Final Allocation Expires i1 1 0�- with permit #--
(Date)
Zoning Permit Issued permit # - -
(Date)
Associated WW connection permit (if applicable ) # - -
For Extensions of Final Allocation Only
EXTENSION GRANTED to
(Date)
50% EXTENSION FEE PAID
(Date)
(Date of Expiration)
(Amount)
Tl'F'E A
1 117/08
DESCRIPTION
13" Square Lens Units offer lens/trim combinations for different controlled
light distributions. Highly efficient reflector design allows maximum
utilization of Medium Base or Mogul Base Metal Halide lamps. Reflector can
be removed for ballast and junction box access.
PORTFOLIOTM
SPECIFICATION FEATURES
r
A ... Reflector C channel, T bar fasteners and bar I """ Torsion Springs �
.050 one piece hydroformed and hangers. Adjusts 5" vertically from Keep lens frame securely in place. r
polished aluminum, with clear above or below ceiling.
v
specular Alzak® finish.
F ... Conduit Fittings J ... Lens Trim
B ... Trim Ring Die-cast screw tight connectors. Square prismatic drop, clear glass,
287mm) " 5/16s
Painted extruded, gasketed 11 ( q• x 1 r5
aluminum frame. G ... Junction Box 7/8" (48mm) deep.
C ... Socket Cap U.L. listed for eight #12 at 90eC pull Insulation Detector !
Die-cast aluminum. through branch wiring. Positioned Provides protection against
to allow straight conduit runs. Six 1
improper use of ceiling insulation.
1/2" and two 3/4" knockouts are a 1. D ... Housing/Mounting Frame provided. Access to junction box Labels
Extruded aluminum 1 7/8" deep through removal of reflector. U.L. listed, C.S.A. certified, M5322T
collar with stamped steel mounting standard damp label, IBEW union
frame (#16 GA..062). H ... Ballast made. M5323T
Quick mount plug-in thermally
E ... Universal Mounting protected ballast with dual tap for M5324T
Bracket 120/277V. Ballast secures to
Exclusive universal mounting mounting frame with spring lock. M5335T
bracket accepts 1/2" EMT,
M5336T
A....................................... ......... C O
t 11311
Ei G..........
I..... ..................... E 91/2" 50 250W
H ................. 1241mm1 MH
................... F
E s � 13" PRISMATIC DROP
l
" ENERGY DATA
d� 70W Metal Halide
_.__
------ Input Walls: 94
D •...••..•..•�::: ���� OPeralingrStartmg CurrenC
120V=0.85/0.53; 277V=0.37 /0.27
TOP View Power Fecloc 90%
B . J 100W Metal Halide
T Inpin waits: 125
Opera
ting/Staning Current:
12.11/18" 120v= 1.10 / 1.20; 277V=0.48 ! 0.55
1322n1ml "A• Power Faclnr: 90%
175W Metal Halide
14" Input Watts: 205
1358mm1 01"ini-g/Stanfng Current:
27 1/2" 120V. 2.00 / 1.65; 277V.0.87 / 0.70
14 1/2' Power Factor: 90%
"A" (699mn11 25oW Metal Halide
1368mm] M5323T 730 14 3/4" 1375mm1 input Walls: 290
M5324T 740 14 3/4" 1375mml OparatingiStarting Current:
M5335T 750 17 15/16" 1456nim] 120V_ 2.60 / 2. 10; 277V.1.12 / 1.90
M5336T 750 19 11/16' (500nvn] P,—r factor: 90' e
ORDERING INFORMATION
Sample Number: Complete unit consists of housing, ballast and trim.
Housing Options Ballasts Trims Finish Accsssoriss
M5322: 13" 50W Square Med Base O: Quartz Restrike 720: 5OW MH 120277V Magnetic 11311: Square Prismatic P: While Trim, Clear Hate: C Channel ear Hangars, 26" Long.
MH System with Drop Lens Glass Pai'
Time Delay, 728; SOW MH 120/347V Magnetic H8ae: c Chamel Bar H
M5323' 13" 70W Square Mad Base angers. Sm Long,
MH 1DOW DC 730° 70W MH 12027N Magnetic van
Bayonet Base 738: 7DW MH 120/347V Magnetic Fx: Feld Installed F-se K4. Speedy
M5324' 13" 100 Square Mad Quartz Lamp Amperage
Base MH (Included) 740` 100W MH 120277V Magnetic
RW-22� Wood Joist Bar Hanger, 22` Long.
- - - M5335: 13" 175W uare Mod 748: 100W MH 1201347V Magnetic Pain
Sq X' DC Bayonet
Base MH Lamp Socket 750: 175W MH 120277V Magnetic
M5336' 13" 25OW Square Med only for Quartz 758: 775W MH 120/347V Magnetic
Base MH Standby Lamp
7160' 250W MH 120277V Magnetic
/ 76W 25OW MH 120/347V Magnetic
COOPER Lighting Specifications and Dimensions subiect to change without notice. ADP051867
c rli htin com Consult your reprnernetive tar additional --none end finishes. 06/04/2007 10:21:13 AM
_ ooPa 9 g
PHOTOMETRICS
Candlepower Distribution
Test No. H32004
M5324-74OT-11311P
1000 Lamp=M 100
Lumens= 7600
2000 Spacing Criteria— 0.8
' , Efficiency= 62.4%
3000 '
4000
5000
Candlepower
Deg. CD
0 3340
5 3289
15 2576
25 1749
Average
Luminance
Deg.
CD/SQ M
45
3634
55
2562
65
2293
75
2259
35 1193 85 2247
45 781
55 486
65 335
75 236
85 134
90 91
Candlepower Distribution Candlepower
Test No. E429-44 Deg' CD
0 10033
M5336T-760-11311P 5 9881
25g0
'
Lamp=MS250/C/HOR 15 79oa
Lumens=23000
5000
25 5554
Spacing Criteria=0.8 35 4143
Efficiency=62.8% 45 2585
7500
'
_56..__---- __ 1519__
'
65 1044
r
75 764
10000
85 AIN
90 326
12500
M5336T 11311
Cone of Light
Distance to Initial Nadir Beam
Illuminated Plane Footcandles Diameter
5'6• 712\ 4.6•
6'6" 80 5'6-
B'0" _ 53 6'6"
10'0" 34 8'0"
12'0" 24 1010•
14V. 17 11,5"
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half -foot.
Fuoleandle values are initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Multiplier
70W x 0.625
Cone of Light
---
Distance to Initial Nadir Boom
Illuminated Plane TOa Diameter
4'0" I'6"
5'8"
238
8'8"
7'0"
139
8'8'
9'0"
81
10'6•
10'8"
64
121"
12'0"
48
14'6"
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half foot.
Footcandle values are initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Multiplier
175W x 0.60
COOPER Lighting Specifications and Dimensions subiect to channe without notice. ADPO51867
—coopedightingcorn Portfolio • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800 • FAX 770.486.4801 06/002007 10:21:13 AM
4
1: included!
AC Series
6" Extended Pole Mount
This compact forward -throw reflector has a main beam of 60+ degrees from vertical
(30 degrees from horizontal), providing wide lateral distribution and excellent
uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise
cutoff adjustability.
Three Sizes:
12' square x 5" deep (305 x 127 mm)
16" square x 6.5' deep (406 x 165 mm)
22" square x 9.3' deep (559 x 235 mm)
Candlepower distribution curve of
40OW MH 16' Area Cutoff Light.
46.6
42.1
86,6
30.5
24.4
16.3
12.2
4.1
Jm
J.1
12.2
Me 24.4 IM 122 C1 0m S1 = 1&3 H Me
Housing Wattage/ Catalog ArcAW Mounting Code Arejrary
Size (sq.) Lamp Number Pre" (Insert Code at in Catalog #) odder
12" 15OWPSMH MAC*615-M $2191= 1-1 /2" Close Pole Mount
$9
16" ` 32OW PSMH AC*632-M $263 2 = 6" Extended Pole Mount
$14
22" 75OW PSMH AC*675-M $473 3 = 2' Adjustable Fitter
$22
12" 50W MH MAC*405-D 203 4 = Yoke Mount
$10
12" 7OW MH MAC*407-D 203 6 = 112' Adjustable Fitter
$T0
12" 10OWMH MAC*410-D 203 (12 housing only)
12' 175W MH MAC*417-M $19.0 6 = Without Mounting (hardware)
$3
16' 175W MH AC*417-M $239 K = Round Tube Off -Center
$132
16' 250W MH AC_425-M 241 Tenon Mount (16" housing only)
16' 400W MH AC*440-M 3W7 (For 2-3/8' or 3' O.D.)
22" 1000W MH AC*499-M 417 M - Round Tube Off -Center
$11 Y
12" 35W HPS MAC*503 1 175 Direct Mount (16' housing only)
12" 50W HPS MAC_505-D 196 (Direct Fitter for Cool. pole)
12" 70W HPS MAC*507-M 196 W = Wall Mount
$20
12" 10OWHPS MAC*510M 196 (Backlight shield is standard)
12" 15OW HPS MAC*515-M 196
16' 250W HPS AC"525-M 261 NOTE: When using multiple 22' sq,
16" 40OW HPS AC*540-M $271 housings at 90" configuration, a special
12' arm is required; seepage 156.
Specify Mounting (additional cost)
Other lamp wattages available -consult factory
T Reduced envelope lamp. E028 for 32OW PSMH and 40OW MH; BT37 for 10DOW MH.
Options: (Factory -Installed) Change Add After
Aretuu/
Description Suffix To Suffix
' 4dde>
277V Reactor ballast (PSMH only) 27 Ka adder
120V Reactor ballast (50-15OW HPS 12* housing only) 1 deduct
21
4BOV bal last MDW PSMH, 175-1000W MH a 70-400W HP5 only) 5
r
489V ballast (70-1now MH only) 5
$7�
347V ballast (50W HPS only) 6 .ra addea
Quad -volt ballast (5D-10DW MH only) M
9
Quad -volt ballast (50W HPS only) M .w adder
Tri-volt ballast (32OW PSMH,175-100aW MH 8 T as adder
70-40DW HPS only)
Tri-volt ballast (50-10gw MH only) T
$9
Single Fuse (277V Reactor,120V, 277V or 347V) 27,1. 2 or 6 F
$12
Dual Fuse (208V, 240V or 480V) (Na Canada) 3, 4 or 5 F
$22
Quartz Standby (delay -relay type) (includes 10OW 0 lamp) (Na 277V Reactor) 0
$40
Button Photocell (Factory -installed with all mountings other than 2' Adjustable Fillor)
NOTE: n/a on 1000W w/120V; all 480V 27,1. 2, 3, 4 or 6 P
$to
External Photocell (Factory -installed) (Page 133)
For fixtures w/1 OOOW,120V 1 P
$22
For fixtures w/480V 5 P
$e2
Accessories: Auyr" Are#-W
A',AA'l
(Field -Installed) 12" Areee 10" ;Vee" 22"
Arue
Wire Guard FWG-12 $10 FWG-16 $12 FWG-22
$24
Backlight Shield SBL-12 3 SBL-16 5 SBL-22
6
(standard on AC Series Wall Mount)
Button Photocell (Field -installed in fixtures with 2' Adiustable Fitter) Catalog # ;VaeAaey, Pu e
For fixtures w/120V (Na on 1000M PC-1
$�
For fixtures w/208, 240 or 27TV PC-2
w
For fixtures w/347V PC*64'«1
Mountings ....................................................
Page 116
Catalog Number LogicNoltage Suffix Key ...........................
Page 115
Optical Systems .......................................... Pages 104-107
Accessories...................................................
Page 133
Mounting Alternatives ...................................... Pages 156-157
Mounting Brackets ......................................... Pages 158-159
Poles .................................................... Pages 160-169
Isofootcandle plot of 40OW MH
Area Cutoff Light at 25' (7.6 m)
,! mounting height, G* till above
horizontal, with backlight shield
removed.
U
�z Performance... DIRECT!
_ (800) 236-7000, 7 a.m. to 6 p.m. CT
�J4M Fax: (800) 236-7500 • www.ruudlighting.com
11
Z 9 Lamp
>>� Included!
R7F26/32 New Construction
R7FR26/32 Remodel
10 times longer -lasting
than Incandescent lamps
This compact fluorescent (CFL) light is
a remarkable light source. With an
average rated life of 12,000 hours, it will
last 10 times longer than an ordinary
A19 incandescent lamp, while using
only one-fourth of the electricity.
Unlike typical fluorescents, the
1710-2200 lumen output compact lamp
(included) has a color temperature of
3500K and a high Color Rendering
Index of 82.
Fluorescent recessed fixtures are the
obvious choice for installations where
lighting is used continuously. Not only
does the long lamp life save on
relamping and maintenance, but the
cool operating temperature reduces air
conditioning loads.
R7F Features
Adjustable housing
Adjusts up to 1-3/8 inch in plaster
frame to accommodate different ceiling
thicknesses.
Oversized junction box
The R7F26/32 is designed for easy
through -branch circuit wiring. Eight
(4 in - 4 out) No.12 AWG (90C)
conductors are permitted in the box. For
a quick and easy wiring access, junction
box covers are retained with a snap latch.
[326,
"`V
Rigid bar hangers
These rigid bar hangers are for
use in 16-Inch to 24-Inch O.C. wood
joist or T-Bar construction. This design
permits sturdier installations that are
less prone to sagging. Because the
recessed fixture can now slide anywhere
along the bar hanger, they are handy in
T-Bar ceilings where centering at the
fixture within the ceiling panel is
desired. One-piece 27-inch bar hangers
(RBH27) are available where required.
Versatile plaster frame
Adaptable to new or existing ceilings.
For existing ceilings, remove bar
hangers and use RRC Remodel Clips.
R71`26/32 and R7FR26/32
Features
Electronic universal ballast
Microprocessor -controlled electronic
ballast automatically senses supply
voltage 120 volts through 277 volts.
Ballast is accessible from below the
ceiling and is Class P thermal protected
Thermal protection
Luminaire is thermally protected in
accordance with Article 410 of NEC.
RFI Emissions
In compliance with Commercial FCC Pan
18 emission levels.
Order 1 r
Wattage`/
Lamp Type Description Volts
Catalog i
(1)26W or (1)32W CFL New Construction 120-277
Triple Tube Remodel- 120-277
R7F2fi/3P
R7FR26/32
�vF
lht
'Specify 26W or 32W lamp wattage when ordering.
"Supplied with 4 remodel clips
Options: (Factory -Installed) (commercial use only)
Description
0-10V Electronic Dimming Ballast (120 or 277V)
Add tocF•,,
catalog A
A
r�ddr
$7;
Power Line Electronic Dimming Ballast -120V
I
$4;
Power Line Electronic Dimming Ballast - 27TV
2P
$q;
34N Electronic ballast (consult factory)
6
Accessories
Pair 27" Flat Bar Hangers (R7F only)
catalog 1
RBH27
Pzeka
$, i
T-Bar Clips (4) (R7F only) (use with RBH27)
RTBC
$; I
Oversize Metal Trim Ring (7-7/8' o.d.) (Not tot use with RT16)
ROTR
4 ;
Remodel Clips (4) (R7F only)
RRC
$,
Accessories....................................................
Phatometrics and Coefficients of Utilization .......................
Pages 336-33'
Pages 338-341
120 or 277V Power Line
Electronic Dirnming* ballast
option
Operates from 2-wire compatible
dimmers.100% to 5% continuous
dimming. Lamp ignition at any light
output setting.
120 or 277V Low -Voltage
Dimming* ballast option
Operates from compatible 0-1 OV DC
controllers on Class 1 or Class 2
low -voltage systems,100% to 5%
continuous dimming. Lamp ignition at
any lighting output setting.
Minimum starting
temperature
0°F (-18°C) in open fixtures.
R7F26/32
New Construction
75' 0
L
plaster name F— '
dimensions: 725'
10.51 x 7.25V
Adjustable socket
Socket plate is adjustable as required
for different trims.
Labels
Both housings are UL and cUL Listed
for damp locations. The R7F is listed to
feed -through wiring.
NOTE: For recommended dimming
controls see page 337.
• Lamps must burn -in 100 hours
minimum prior to any dimming trial.
R7FR26/32
Remodel
Customer Service... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • www.ruudlighting.com
Iffincluded!
Lamp
1-1
Construction
Unlike other bollards, this unique
design positions the lens on the top
of the fixture. The clear lens is sturdy
injection -molded acrylic (HC) or
polycarbonate (HCD and HCF). It
attaches to the housing with an
overlapping die-cast aluminum retainer
ring. For quick relamping, only four
flush -mounted, stainless -steel fasteners
need to be removed from the base. Two
silicone lens seals prevent moisture
from entering the lens. Optional
decorative Dome Top or Extended Flat
Top styles also are available.
The housing is an aluminum extrusion
that is standard with our exclusive
Colorfast DeltaGuardo' finish, featuring
an E-coat epoxy primer with bronze
ultra -durable powder topcoat. Consult
factory for availability of other finish
colors. The housing fastens to a cast -
aluminum base with four supplied
1/4-20 flat -head, stainless -steel screws.
Within the housing, a formed and
channeled heavy -gauge steel frame
supports the electrical components and
reflector. A double -lip silicone seal at
the top of the reflector and a sealed
lamp socket prevent insects, dirt and
moisture from entering the optical
system.
Ballast
A high -power -factor ballast is standard.
The 13-watt fluorescent and 35-watt
HPS bollards are standard with a
120-volt ballast and are available with
an optional 277-volt ballast.100W HPS
is standard with a quad -volt ballast
(120/268/240/277). All other wattages
are standard with a dual -volt ballast
(120/277V; in Canada, on 50-watt MH
and all 70- and 100-watt fixtures, a
hi -volt (120/277/347V) ballast is
supplied. In the U.S., additional
quad -volt (120/208/240/277V) ballast
option for 50-to-100-watt MH and
70-watt HPS bollard is available.
Lamps
13-watt quad -tube compact fluorescent
(CFL); 50, 70 and 100W MH; 35, 50,
70 and 100W HPS (clear, medium base
for MH and HPS).
Installation
The entire extrusion and lens can be
removed from the base as one
assembly. The base is secured to a
concrete footing using three 3/8" x 6"
steel anchor bolts supplied. We suggest
installation in a 2' deep x 12' diameter
poured base, unless soil type and frost
line in your area dictate a deeper base. A
3-inch diameter conduit opening is
provided in the base for ease of wiring.
Performance
The exclusive optical system of the clear
lens HC Series produces twice
the light output of most competitive
products. A 701 main beam provides
uniform distribution with low brightness
at spacings up to 40 feet. While only
36 inches high, the HC Series achieves
a light center slightly less than 3 feel.
(Other bollards need 42 inches of height
to accomplish this.)
Labels
The Round Bollard is UL and cUL Listed
for wet locations and enclosure
classified IP65 per IEC 529 and IEC
598.
Order Infr
Wattage/ Catalog Number
Lamp type Standard
1
Catalog Number
Dome Top Extended Fiat Top
Clear Lena p7er6my Azc a
50W MH HC405-D $?54
HCD405-D
Ga44q
HCF405-D
Przee.
$369
70W MH HC407-D 354
HCD407-D
HCF407-D
369
100W MH HC410-D 354
HCD410-D
HCF410-D
4F69
35WHPS HC503-1 .155'V6
HCD503-1
HCF503-1
34J
50W HPS HC505-D 347
HCD505-D
HCF505-D
-362
70W HPS HC507-M $347
HCD507-M
HCF507-M
362
100W HPS HC510-M 347
HCD510-M
HCF510-M
362
13W CFL HC213-1 $'F03
HCD213-1
HCF213-1
319
Options: (Factory -Installed)
Description
27TV ballast (13w CFL only)
Change
Suffix To
2
Add After
Suffix
6<uy
"Q'&Z
$70
Quad-Voll ballast (50-10ow MH)
M
9
Tri-VOlt ballast (5D-10OW MH)
Tri-Volt ballast (70 & 10DW HPS only)
T
T
9
no- 44edm
347V ballast (50W HPS only)
6
csa adclrrc
Single Fuse (12ov, 277V or 347V)
Dual Fuse (20BV or 24ov) (n/a Canada)
1, 2 or 6
3 or 4
F
F
$T2
$22
Photocell (12oV, 277V, 20OV, 240V or 347V)
1, 2, 3, 4 or 6
P
JO
180' Shielded Clear Lens
A
$76
Tamperproof Lens Fasteners
J
$2
Polycarbonate Lens (HC Series only) (Standard HCF & HCD)
V
¢
Accessories:,
Description
Lauver (Field -installed)
Catalog N
HCL
f�xCee
�60
Tamperproof Screwdriver
TPS-1
$15
Catalog Number Logic/Voltage Suffix Key ..............................
Accessories ..... .......... ...................................Page
Page 9
39
r
r
r
180* Shielded Clear Lens "A" option
Louver accessory (HCL)
Dome Top with Clear Lens (HCD)
Extended Flat Top with Clear Lens (HCF)
Solutions... DIRECT! _
(800) 23(5-7000. 7 a.m. to 6 p.m. CT
Fax: (800) 236-7.500 • www.ruudlightiiig.com ® C) v
A
The Merchants Bank Site Plan
Landscape Estimate of Probable Cost
Prepared by Gail Henderson -King, ASLA, Landscape Architect
January 2008
Item
Size
I Unit Cost'
I Quantityl
Subtotal
Trees
Betula ni ra 'Select' River Birch
1 3/4" to 2" Cal
$500
10
$5,00
Ginkgo biloba Ginkgo
2 112" - 3" Cal
$650
2
$1,30
G mnocladus dioicus Kentucky Coffeetree
2 1/2" - 3" Cal
$650
2
Shrubs
Juni erus horizontalis
Creeping Juniper
18" - 24" Height
$50
34
$1,70
Pinus mugo var. mu ho
Dwarf Mugo Pine
24" - 30" Height
$60
18
$1,08
Rhus aromatica 'Gro-Low'
Dwarf Fragrant Sumac
24" - 30" Height
$40
12
$48
Spiraea x bumalda Anthony
Waterer'
AnthonyWaterer S irea
18" - 24" Height
$40
14
$56
S iraea japonica
Japanese S irea
24" - 30" Height
$40
11
$44
S rin a me eri 'Palibin'
Korean Lilac
30" - 36" Height
$60
26
$1,56
Taxus cus idata
Japanese Yew
24" - 30" Hei ht
$75
35
$2,62
Thu'a occidentalis 'Ni ra' lArborvitae
36" - 42" Height
$75
10
$75
Viburnum dentatum lArrowwood
Viburnum 1
30" - 36" Height
$40
55
$2,20
Perennials and Grasses
Echinacea purpurea
Purple Coneflower
#1 Container
$20
60
$1,20
Hemerocallis spp.
Daylily
1-2 Fan Division,
#SP5 Cont.
$20
21
$42
Miscanthus sinensis
Maidenhair Grass
#1 Container
$20
10
$20
Total Estimatel
$20,81
" Unit costs reflect average of recent bids and include plant costs plus installation.
"I%NJOURF.UX & DICKINSON Consulting Engineers, Inc.
14 Morse Drive
Essex Junction, VT 05452
Tel:802-878-4450 Fax:802-878-3135
E-mail: mail(g1denginecring.com
1 Retaining Wall Block Spec I
5/23/08
iZjM,W Wftff°
01- a FLIg".Cd it obi that blends lxai.►ri-1i_ilty with
yol_l.r outdoor slxacc:, R omart Wall is a natural.
Split and weathered looking, Roman Walla boasts a distressed
appearance that gives the impression
that it has been around for
decades. Admired as much for its
versatility as its look, Roman
Wall" can be used to form straight or curved walls, as well as
planters and steps.
11111111111r.Q.
IV
—*Ira �w
if
SWMMIm UMT 1 112 UMT
1/2 UNIT TAPERED UNIT
8"'*6"'*121.' 12'x6'x12'
4'x6'x12' 8'x6"x12'
'd0ecn * ISaxn x MkM 30an x 15an x 30an
10em x 1 San x 30an 20cm x 15cm x 3Dcm
1
CORNEIR UNR ROMAN TAPERED GP
COPING UNIT
12 x 6' x 9'. 914' x 31b" x 13"
12' x 12" x 3"
3kn x 15L * 20an 25an x 8.5an x 33an
3Dcm x 30cm x 7.5cm
M0ArL r.0L9;
?l1f1T4J's
Top: Granite/Nevada
Lower Granite/Nevada
iRAA>ItTE NEVADA
Retaining Wall Fence Spec
5/23/08
The basic Genesis'r,'
ornamental fence
(three -rail version
shown below) is
an ideal perimeter
product for virtually
any cornmercial or
industrial application.
Page 8
-r M
The Echelon IITM GenesisTI
style highlights the sleek
lines of unaltered square
pickets reminiscent of
solid vertical bar fences.
The extended Flat-topped
tip does not detract from
architecture or landscape.
Subdivision Plat Application
Permit Number SD- -
APPLICATION FOR SUBDIVISION PLAT REVIEW
i-,] Preliminary a Final
PUD Being Requested? n Yes ❑ No
All information requested on this application must be completed in full. Failure to provide the
requested information either on this application form or on the plans will result in your
application being rejected and a delay in the review before the Development Review Board.
1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
Martin's Foods of South Burlington, Inc., c/o Hannaford Bros. Co, ATTN: Ande A. Smith, P.O. Box 1000,
MS 9805 Portland, ME 04104
2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 408, Page 119
3. APPLICANT (Name, mailing address, phone and fax#) Merchants Bank, ATTN: Gary Dean,
P.O. Box 1009, Burlington, VT 05402-1009
4. CONTACT PERSON (Name, mailing address, phone and fax #) David G. White,
David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007;
Phone 862-1225, Fax: 862-3601
a. Contact email address: dwhite@dgwhiteassoc.com
5. PROJECT STREET ADDRESS: 929 Shelburne Rd, South Burlington, VT 05403
6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-009357.0
May 23, 2008
Subdivision Plat Application
7. PROJECT DESCRIPTION
a. General Project Description (describe what you are proposing): Merchants Bank
proposes to demolish the existing branch and build a new facility in a phased construction plan,
preventing any gap in service to the current Merchants customers.
b. Existing Uses on Property (including description and size of each separate use):
Wart: Retail Use (60,677 SF); Adjoining Retail: Currently vacant (40,265);
Merchants Bank: Bank branch, with drive -up teller (approx. 1000 SF)
c. Proposed Uses on property (include description and size of each new use and
existing uses to remain): Kmart and adjoining retail: To remain, no change to existing permits;
Merchants Bank: Demolition of existing building and construction of 2,120 SF branch with
drive -up teller
d. Total building square footage on property (proposed buildings and existing buildings
to remain): Kmart (existing, no change): 60,677 SF;
Adjoining Retail (existing, no change): 40,265 SF; Merchants (proposed): 2,120 SF
plus 180 SF covered porch and 624 SF canopy over the drive -through tellers
e. Height of building & number of floors (proposed buildings and existing buildings to
remain, specify if basement and mezzanine): 32', measured to top of cupola; 1 Floor
f. Number of residential units (if applicable, new units and existing units to remain):
Not applicable, no residential buildings on site.
g. Number of employees & company vehicles (existing and proposed, note office
versus non -office employees): Existing: 5 employees; Proposed: 5 employees
h. Other (list any other information pertinent to this application not specifically
requested above, please note if Overlay Districts are applicable): Project to be const.
and occupied in two phases. Existing branch to stay open until time of opening of new branch. New
branch will be built on site and existing branch will be razed once new branch is opened - see
Grading and utilities Site Plan. Please note, this application is intended to include subdividing the
bank's 1.02 acre lease parcel, as well as PUD and Site Plan review. Project located in Traffic
Overlay District.
Subdivision Plat Application
i. List any changes to the subdivision, such as property lines, number of units, lot
mergers, etc. Creation of new lot at Merchants site (see Subdivision Plat for details)
9. LOT COVERAGE (ALL information MUST be provided here, even if no change is
proposed) For Coverage Table, please see Sheet 1 "Overall Site Plan."
a. Size of Parcel: (acres /sq. ft.)
b. Building Coverage:
Existing square feet %
Proposed square feet %
c. Overall Coverage (building, parking, outside storage, etc):
Existing square feet %
Proposed square feet %
d. Front Yard Coverage(s) (commercial projects only):
Existing square feet %
Proposed square feet %
9. WETLAND INFORMATION
a. Are there any wetlands (Class I, II, or III) on the subject property?
❑ Yes r No
b. If yes, is the proposed development encroaching into any of these wetlands
associated 50' buffers (describe)
c. If yes, please submit the following with this application:
1. A site specific wetland delineation of the entire property or a written statement
that the applicant is relying on the City's wetland map.
2. Response to the criteria outlined in Section 12.02(E) of the Land Development
Regulations (applicant is strongly encouraged to have a wetland expert
respond to these criteria)
3
Subdivision Plat Application
10. AREA DISTURBED DURING CONSTRUCTION: 61,800 SF SQ. FT. *
*Projects disturbing more than one (1) acre of land must follow the City's specifications for
erosion control in Article 16 of the Land Development Regulations. Projects disturbing more
than one (1) acre require a permit from the Vermont Department of Environmental
Conservation.
11. COST ESTIMATES
a. Building (including interior renovations): $ 950,000
b. Landscaping: $ 120,220 (included in estimate above)
Please submit itemized list of landscaping proposed)
c. Other site improvements (please list with cost)
12. ESTIMATED TRAFFIC ISee attached memorandum from Roger Dickinson, dated 5/21/08.
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):
13. PEAK HOURS OF OPERATION: 11AM - 2PM; 4PM - 5PM
14. PEAK DAYS OF OPERATION: Mondays, Thursdays & Fridays (plus any day after a holiday)
15. ESTIMATED PROJECT COMPLETION DATE: December 31, 2008
FL'
Subdivision Plat Application
16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE
STREET. You may attach on a separate sheet.
17. PLANS AND FEE
Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size
copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be
paid to the City at the time of submitting the application (see Exhibit A).
I hereby certify that a!' the as paFt ef this applioation has bee
and is accurate to the best of my knowledge.
URE OF APPLICANT
PRINT NAME
Do not write below this line
Merchants Bank Abutters List
Updated 5/23/08
1540 00907
Skipco, Inc.
Vermont Railway, Inc.
793 Shelburne Road
1 Railway Lane
South Burlington, VT 05403
Burlington, VT 05401
1540 00916
0260 0001
Charles and Janet Perkins
Jackson Latka
80 South Cove Road
Laura Marlow
Burlington, VT 05401
1 Brewer Parkway
South Burlington, VT 05403
1540 00919
Tire Warehouse Central
0330 00064
492 Main St.
Fire District #1
Keene, NH 03431
575 Dorset Street
South Burlington, VT 05403
1540 00930
Ali Tahami
0675 00015
429 Maeck Farm Road
Old Orchard Realty
Shelburne, VT 05482
PO Box 4193
Burlington, VT 05402
1540 938-0
Pauline Cannizzaro
0982 00142
950 Shelburne Road
Humane Society of Chittenden County
South Burlington, VT 05403
142 Kindness Court
South Burlington, VT 05407
1540 00960
Burlington Savings Bank
1430 00303
C/O FATV/Key Bank
Green Mountain Power Corporation
PO Box 560807
163 Acorn Lane
Dallas, TX 75356-0807
Colchester, VT 05446
1540 00974
1430 00403
Handy Mountaha Trust
Champlain Water District
468 Orchard Drive
PO Box 2085
Colchester, VT 05446
South Burlington, VT 05403
1540 00977
1430 00733
Robert Jolley
Clark Hindsdale, Jr.
Jolley Associates
294 N. Winooski Ave.
PO Box 671
Burlington, VT 05401
St. Albans, VT 05478
1540 00992
1430 00833
Gloria and Lawrence Rozzi Trustees
Richard Limoge
6636 Glen Arbor Way
1 Harbor Watch Road
Naples, FL 34119
Burlington, VT 05401
Page 1 of 2
1540 01000
Long Term Lease Holders
New England Federal Credit Union
1540 00981
PO Box 527
Burger King
Williston, VT 05495
c/o Matthew Marcello
Hinkley, Alen & Snyder
1540 01016
1500 Fleet Center
Kunal LLC
Providence, RI 02903
138 North Main Street
Rutland, VT 05701
1540 01001
Chittenden Bank
1540 01030
c/o Chris Bishop
Shearer SDMWN Associates, LLC
PO Box 820
1675 Shelburne Road
Burlington, VT 05402-0820
South Burlington, VT 05403
1540 01025
1540 01041
Olive Garden
WESCO, Inc.
c/o John Doshna
Walter E. Simendinger
P.O. Box 593330
32 San Remo Drive
6990 Lake Ellenor Dr.
PO Box 2287
Orlando, FL 32802
South Burlington, VT 05407
0675 00040
1540 1075
Hannaford Brothers Co.
City of South Burlington (cemetery)
PO Box 1000
575 Dorset Street
Portland, ME 04104
South Burlington, VT 05403
0675 00040
1540 1085
Lowe's Home Centers, Inc.
J.W.J. Realty, Inc.
c/o Jeff Gray
1095 Shelburne Road
1605 Curtis Bridge Road - REEC Dock
South Burlington, VT 05403
Wilkesboro, NC 28697
1540 00981 & 1540 01025
Southland Enterprises, Inc.
69 College Street
P.O. Box 6
Burlington, VT 05402-0006
1540 01195
David M. Farrell, Trustee
5 Holmes Road
South Burlington, VT 05403
Page 2 of 2
Technical Memorandum
Peak Hour Trip Generation
Burlington Plaza & Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
May 21, 2008
This Technical Memorandum presents the methodology for determining compliance with the City's
Traffic Overlay District (TOD) requirements for the existing Burlington Plaza / Merchants Bank PUD; the
foundation of which was developed at a meeting with Juli Beth Hinds and Ray Belair on May 2, 2008 and
in a subsequent follow-up conference phone call with Ray Belair and Georges Jacquemart on May 7,
2008.
We agreed that for the purpose of the current Merchants Bank application and for future
amendments to the Burlington Plaza PUD, the grandfathered weekday pm peak hour traffic budget of
the existing Burlington Plaza / Merchants Bank PUD equals 1,052 vte/hour, as presented in our previous
Technical Memorandum dated March 20, 2008.
We also agreed that the PUD's actual existing and proposed weekday pm peak hour trip generation
should be based on ITE' trip generation rates using a full -occupancy assessment of Burlington Plaza's
historical uses. Because this is a PUD having mixed uses, Georges Jacquemart recommended including
an allowance for internal multi -purpose trips that circulate between the Merchants Bank and the other
Burlington Plaza uses, and opined that 5-10% would be a reasonable range.
Similarly, we agreed that the calculation of Merchants Bank trips should also be based on ITE trip
generation rates. While a recent count (August 2007) showed the Merchants Bank generating 196 pm
peak hour trip ends, we deemed it to be inappropriate to use that number in this methodology because
there is no way of knowing whether the 2007 count reflects the bank's portion of the 1,052 trips in
1993. Furthermore, the 2007 count was done on a Friday, and the overall pm peak hour weekday
average over 5 days would be considerably less than that.
With regards to the ITE trip generation of the existing and new Merchants Bank, there are two
independent variables related to physical characteristics that could be used; gross floor area and the
number of drive-in lanes. Using gross floor area results in 45 existing/96 proposed peak hour trips.
Similarly, using the number of drive-in lanes results in 102 existing/153 proposed peak hour trips. We
agreed that the higher trip end estimates calculated from the number of drive-in lanes would be the
best choice.
Table 1 summarizes the resulting trip estimates for the Burlington Plaza / Merchants Bank PUD both
for the existing condition as discussed above and for the proposed condition with the expanded
Merchants Bank facility. The numbers of internal trips shown in Table 1 were calculated using the
Trip Generation, Institute of Transportation Engineers, 7"' Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
May 21, 2008
Page 2
analytical procedure developed by the ITEZ for this purpose. The attached spreadsheets detailing those
calculations follow the ITE procedure using a conservative (low) 5% internal trip ratio between the three
major use categories; retail, movie theatre and drive-in bank.
Table 1
Burlington Plaza/Merchants Bank PUD Peak Hour Trips
Use
Existing
Proposed
Size
Trips (vte/hr)
Size
Trips (vte/hr)
Movie Theatre with Matinee
700 seats
49
700 seats
49
Shopping Center
70,221 sf
496
70,221 sf
496
Supermarket
21,121 sf
273
21,121 sf
273
Drive -In Bank
2 lanes
102
3 lanes
153
Internal Trips (see attached spreadsheets)
-24
-28
Total PM Peak Hour Trips
896
943
With 943 total peak hour trips, which includes the proposed expanded Merchants Bank, the
Burlington Plaza / Merchants Bank PUD remains within its 1,052 peak hour trip grandfathered traffic
budget, and thus satisfies the requirements of the City's TOD regulations.
*: b
NO. 645 z ' -
o vil
��.� •'• lCENSE�•'' ��':
CINALe
��IIII111��
Trip Generation Handbook, Institute of Transportation Engineers, 2W Edition
IDLamoureux & Dickinson
Consulting Engineers, Inc.
Project: Merchants Bank
#: 07053
Scenario: Existing PM
4--
By: R. Dickinson
Date: May 19, 2008
I nnri 1 Ica A Retail
ITE LU Code
Size 91.342 ksf
Total
Internal
External
Enter
377
5
372
Exit
392
4
388
Total
769
9
760
%
100%
1%
99%
Demand
Balanced
Demand
5%
1
1
5%
20
5%
2
2
5%
19
I anri I Ica R Mnvie Theatre
ITE LU Code
Size 700 seats
Total
Internal
External
Enter
19
2
17
Exit
30
4
26
Total
49
6
43
%
100%
12%
88%
4-
Demand
Balanced
Demand
5%
19
3
5%
3
5%
20
3
5%
3
Demand
Balanced
Demand
5%
1
1
5%
3
5%
2
2
5%
3
Net External Trips for Multi -Use Develo ment
Land Use
Total
A
B
C
Enter
372
17
46
435
Exit
388
26
47
461
Internal
Total
760
43
93
896
Capture
Single -Use Total
769
49
102
920
3%
-►
I anri IIsP C Drive -In Bank
ITE LU Code
Size 2 lanes
Total
Internal
External
Enter
51
5
46
Exit
51
4
47
Total
102
9
93
%
100%
9%
91%
Project: Merchants Bank
#: 07053
Scenario: Proposed PM
By: R. Dickinson
Date: May 19, 2008
I anri I Ica A Retail
ITE LU Code
Size 91.342 ksf
Total
Internal
External
Enter
377
6
371
Exit
392
5
387
Total
769
11
758
%
100%
1%
99%
Demand
Balanced
Demand
5%
1
1
5%
20
5%
2
2
5%
1 19
F
I
I
v
I nnri I Ica R
Mnvie Theatre
ITE LU Code
Size 700 seats
Total
Internal
External
Enter
19
2
17
Exit
30
4
26
Total
49
6
43
%
100%
12%
88%
F
Demand
Balanced
Demand
5%
19
4
5%
4
5%
20
4
5%
4
Demand
Balanced
Demand
5%
1
1
5%
4
5%
2
2
5%
4
Net External Trips for Multi -Use Develo ment
Land Use
Total
A
B
C
Enter
371
17
70
458
Exit
387
26
72
485
Internal
Total
758
43
142
943
Capture
Sinale-Use Total
769
49
153
971
3%
-I►
I anri i Ica C' Drive -In Rank
ITE LU Code
Size 3 lanes
Total
Internal
External
Enter
76
6
70
Exit
77
5
72
Total
153
11
142
%
100%
7%
93%
14 Morse Drive
Essex Junction, VT 05452
May 2, 2008
Juh Beth Hinds, AICP
City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
Lamoureux & Dickinson
Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135
Email: mailC&LDengineering.com
RE: Martin's Foods of South Burlington, Shelburne Road
Dear Jul Beth,
Enclosed is an Application for Wastewater Allocation for the above -referenced property.
The purpose of this application is to establish flows for the Burlington Plaza and the existing Merchants
Bank. Based on the State Environmental Protection Rules, Table 3, the wastewater design flow equals:
Use
Calculation
Gallons
per Day
Large Dry Goods
(5 gpd/100 sf)*(60,671 sf)
3,034 gpd
Supermarket
(7.5 gpd/100 sf)*(20,550 sf)
1,541 gpd
Movie Theater
(5 gpd/seat )*(700 seats)
3,500 gpd
Small Dry Goods Store(drug store, video
rental & dry cleaner)
(100 gpd/storefront)*(3 store fronts)
300 gpd
Merchants Bank
(15 gpd/employee)*(6 employees)
90 gpd
Infiltration
300 gal/day* 12" *0. 11 miles
300 gal/day*4"*.02 miles
396 gpd
24 gpd
Total
T8,885 gpd.
As discussed, the above is based on the uses that formerly occupied the Plaza. There is no change
Proposed to the number of Merchants Bank employees with construction of the new Merchants Bank and
therefore this allocation request does not represent an increase over existing. The State has requested
that we establish flows for the entire parcel and documentation that the City has the capacity to serve the
above flows is required. Please call if there are any questions.
Sincerely,
Patricia Coburn, P.E.
cc. Gary Dean
P:\2007\07053\hinds wastewater allocation.wpd
Civil Environmental Transportation Planning Landscape Architecture Land Surveying
APPLICATION for WASTEWATER ALLOCATION
*Items marked with an asterisk must be filled in by ALL applicants
*Applicant Information
Applicant: Martin's Foods of South Burlington
Contact Person: Ande A. Smith
Mailing address: P.O. Box 1000, MS 9805, Portland, ME 04104
Telephone and fax for contact:
Property owner name .(if not applicant):
Property owner mailing address:
Inc., c/o Hannaford Brothers
*Physical location of .project: 929 Shelburne Road, South Burlington., VT
ignature of Applicant 'Signature of Property Owner
(Both applicant and property 07t7nerMUST sign the application!)
'*Project Information
If the project is a single-family home, please check one: New Existing
If not single-family home, project name: Burlington Plaza
*Application or Permit Numbers: (from Dept. of Planning & Zoning)
#5D - O8 - 0-1_
Engineer's Information for flows over 1,000 gpd
Name of .Engineer: Patricia Coburn
Firm: Lamoureux & Dickinson Consulting Engineers, Inc.
Mailing address: 14 Morse Drive., Essex Jct . , VT 05452
Phone and fax: (802) 878-445.0 / (802) 878-3135
PE License #: 7561
APPLICATION for WASTEWATER ALLOCATION
*Flow Calculations
(You may substitute an engineer's calculation or letter for the information requested below)
For additional bedrooms in single-family homes:
Number of existing bedrooms:
Number of additional bedrooms requested:
For other residential projects, list number of bedrooms and units requested:
Number of
bedrooms x
Number of - Gallons per
units x day per unit =Total flows
1
150
2
300
3
450
4
600
5
750
6+ (specify)
TOTAL
ror commercial and industrial projects, list existing and proposed tenants, uses anc
Tenant/ Number of Other
Business Type of use seats, SF, etc. x Flow per unit Adjustments Total flow
oaell 4-#� C-4� LAI,
TOTAL
. flows:
*Total development wastewater flow requested: 0 .5 gallons per day
Flow characteristics (for commercial and industrial projects) Wak ro r
�"' �� W�
Volume: `� "wU-e! 14-
Flow rate:
Strength:
APPLICATION for WASTEWATER ALLOCATION
Please do not write below this line
Application & Recording Fee Received:_
N
Receiving Plant: Airport Parkway
City Center District: Yes
Bartlett Bay
No
6�-/o q
Date
Approved by Water Pollution Control Department (Commercial and Industrial Projects)
v11a
Director of Water Pollution Control Date
Preliminary allocation issued: (payment of fee is not required)
Director of Planning & Zoning
Late
Final Allocation Issued: (payment of fee is required, either in full or pro -rated for projects
with multiple zoning permits involved) �Q
0?)CV-(,ZAd4- v c2s�
ector of Planning & Zoning Date
Final Allocation Expires A J 0-- with permit # - -
(Date)
Zoning Permit Issued
(Date)
permit # - -
Associated WW connection permit (if applicable ) #
For Extensions of Final Allocation Only
EXTENSION GRANTED to
(Date)
50% EXTENSION FEE PAID
(Date)
(Date of Expiration)
(Amount)
I1l17 808
DESCRIPTION
13" Square Lens Units offer lens/trim combinations for different controlled
light distributions. Highly efficient reflector design allows maximum
utilization of Medium Base or Mogul Base Metal Halide lamps. Reflector can
be removed for ballast and junction box access.
SPECIFICATION FEATURES
A ... Reflector
.050 one piece hydroformed and
polished aluminum, with clear
specular Alzak® finish.
B ... Trim Ring
Painted extruded, gasketed
aluminum frame.
C ."" Socket Cap
Die-cast aluminum.
D ... Housing/Mounting Frame
Extruded aluminum 1 7/8" deep
collar with stamped steel mounting
frame (#16 GA..062).
E ... Universal Mounting
Bracket
Exclusive universal mounting
bracket accepts 1/2" EMT,
C channel, T bar fasteners and bar
hangers. Adjusts 5" vertically from
above or below ceiling.
F ... Conduit Fittings
Die-cast screw tight connectors.
G ... Junction Box
U.L. listed for eight #12 at 90eC pull
through branch wiring. Positioned
to allow straight conduit runs. Six
1/2" and two 3/4" knockouts are
provided. Access to junction box
through removal of reflector.
H ... Ballast
Quick mount plug-in thermally
protected ballast with dual tap for
120/277V. Ballast secures to
mounting frame with spring lock.
1 ... Torsion Springs
Keep lens frame securely in place.
J ... Lens Trim
Square prismatic drop, clear glass,
11 5/16" (287mm) sq. x 1
7/8" (48mm) deep.
Insulation Detector
Provides protection against
improper use of ceiling insulation.
Labels
U.L. listed, C.S.A. certified,
standard damp label, IBEW union
made.
A....................................... ................... C C O I
iG........ ..
1.......................... i 9 112"
H .......... ....... 1241mml
F cc
6
D............11 ..........
Top View
1322nmil "A"
14"
1358mm1
27 1/2'
14-1/2' "A, 1699mnti
1368mm) M5323T 730 14 3/4" 1375mm1
M5324T 740 14 3/4" 1375mml
M5335T 750 17 15/16" 1456mn1)
M5336T 750 19 11/16" 1500n1m1
PORTFOLIOTM
M5322T
M5323T
M5324T
M5335T
M5336T
11311
50 - 250W
MH
13" PRISMATIC DROP
ENERGY DATA
70W Metal Halide
Input Watts: 94
OperatingrStarnng Current:
120V- 0.8510.53; 277V= 0.37 / 0.27
Power Factor: 90%
10OW Metal Halide
Input Watts: 125
Operating/Starting Current:
120V= 1.10 / 1.20; 277V.0.48 / 0.56
Pnwnr Factor. 90%
175W Metal Halide
Input Watts. 205
operating!soning Current:
120V. 2.00 / 1.66; 277V.0.87 / 0.70
Power Factor: 90%
25OW Metal Halide
Input Waits: 290
Operaiing'Starong Current:
120V. 2.6012. 10; 277V.1.12 / 1,90
Power Factor: 90%
ORDERING INFORMATION
Sample Number: Complete unit consists of housing, ballast and trim.
Housing
Options
Ballasts Trim. Finish
Accessories
M5322' 13" 50W Square Mad Base
o7 Quartz Restrike
720: 50W MH 120/277V Magnetic 11311: Square Prismatic P: White Trim, Clear
H020: c channel Bar Hangers, 26" Long,
MH
System with
728°5OW MH 120I347V Magnetic Drop Lens Glass
Pm'
M5323: 70W Square Med Base
Time Dela y.
100W DC
730' 70W MH 120/277V Magnetic
Hew: c Channel Bar Hangers, 50' Lug,
Pau
MH
MH
Bayonet Base
738: 70W MH 120/347V Magnetic
FK; Fieki Installed Fuse KIt, Specify
/11 M5324: 13" 100 Square Med
Quartz Lamp
, , " ,.
Amperage
Base MH ^•'�"rX:DC
ded)
14W 160W MH ,2Oiz7,v mag—c
RMB.22: Wood Joist Barth anger, 22" Long,
-- M5335: 13" 175W Square Med
yonet
748' 100W MH 1201347V Magnetic
Palr
Base MH
Socket
750:175W MH 120/277V Magnetic
M533W 13"250W Square Med
r Quartz
758: 175W MH 1201347V Magnetic
Base MH
by Lamp
760° 250W MH 120I277V Magnetic
/
768: 25OW MH 120/347V Magnetic
DOPER Lighting
Specifications and Dimensions subiect to channe without notice.
ADP051867
www.co li htin c0m
Mar 9 g
Consult your spresanun— for edditionel opeona end knishes.
06/04/2007 10:21:13 AM
PHOTOMETRICS
Candlepower Distribution
Candlepower
Test No. H32004
Deg.
CD
0
3340
M5324-74OT-11311P
5
3289
l000
t
Lamp=M100
-
15
2576
Lumens= 7600
25
1749
2000
Spacing Criteria=0.8
35
1193
'
Efficiency= 62.4%
45
781
3000
65
496
65
336
4000
75
236
85
134
90
91
5000
Candlepower Distribution
Candlepower
Test No. E429 44
Deg. -- -
- _- co
0
10033
M5336T-760-11311P
5 -
9881
2500
•
Lamp=MS250/C/HOR
15
7904
Lurnens=23000
t
25
5554
Sego
Spacing Criteria-0.8
35
4143
Efficiency=62.8%
45 -
2585
-
7S00
r
55 _
_ 1519 _
r
65 ---
--_ - 10"
�
75
75_.
784
loom
460
90--_..
326
Average
Luminance
Deg- CD/SD M
45 3634
55 2562
65 2293
75 2259
95 2247
M5336T 11311
Cone of Light
Distance to Initial Nadir Beam
Illuminated Plane Fuotcandles Diameter
518' All 4'6-
6'6" 80 5.6.
810 53 B.G.
1010" 34 8'0'
12'0" 24
14'0" 17
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest hall -toot.
Footcandle values are Initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Multiplier
70W x 0.625
C_o_ns of Light
Distance to
Initial Nadir
Beam
Illuminated Plane
Foo dies
Diameter
4'0"
496
4'6"
7'0"
139
e'e.
9'0..
--
-- 91
10'B'
1008"
64
12'8'
12'0"
48
14'6-
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half foot.
Footcandle values are initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Multiplier
175W x 0.60
COOPER Lighting Specifications and Dimensions subject to change without notice. ADP051867
Portfolio • Customer First Center • 1121 Highway 74 South • Peachtree CI GA 30269 • TEL 770.486.4800 " FAX 770.486.4801 06/04/2007 10:21:13 AM
www.cooperlyhtingcom 9 Y City,
AC Series
6" Extended Pole Mount
This compact forward -throw reflector has a main beam of 60+ degrees from vertical
(30 degrees from horizontal), providing wide lateral distribution and excellent
uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise
cutoff adjustability.
Three Sizes:
12' square x 5" deep (305 x 127 mm)
16' square x 6.5' deep (406 x 165 mm)
22' square x SIT deep (559 x 235 mm)
Candlepower distribution curve of
40OW MH 16' Area Cutoff Light.
too' e0 W M 20• 0' 20 40 W W tar
E0 .3.e
1.0' 421
120 - 36.6
I W 305
aV --- { - .'-- 244
. 11113
a O .2 0
m --- ° GA m
20'
Mr, 24.4 W 122 V Om e.t 12.2 183 24.. 305
Isofootcandle plot of 40OW MH
Area Cutoff Light at 25' (7.6 m)
mounting height, 0° tiK above
horizontal, with backlight shield
removed.
Jar tnfnrmatir
Housing Wattage/ Catalog Aep4y, Mounting Code
repay
Size (sq.) Lamp Number Aie,, (insert Code at . In Catalog 11)
,4ddm
12' 15OW PSMH MAC'615-M 219 1 = 1-1/2" Close Pole Mount
$9
16" ' 32OW PSMH AC-632-M $263 2 = 6' Extended Pole Mount
$14
22" 75OW PSMH AC-675-M 473 3 = 2' Adjustable Fitter
$22
12" 50W MH MAC'405-D 203 4 = Yoke Mount
$/0
12" 70W MH MAC'407-D 203 6 = 1/2' Adjustable Fitter
$10
12" 100W MH MAC'410-D 203 (12' housing only)
12' 175W MH MAC'417-M 192 8 = Without Mounting (hardware)
$,
16' 175W MH AC-417-M $239 K - Round Tube Off -Center
$132
16' 25OW MH AC-425-M 241 Tenon Mount (16' housing only)
16' 40OW MH AC-440-M 247 (Fer 2-3/8' or 3' O.D.)
22' 1OOOW MH AC-499-M 417 M = Round Tube Oif-Center
$/ 18
12' 35W HPS MAC-503-1175 Diced Mount (16' housing only)
12' 5OW HIPS MAC-505-D 196 (Direct Filter for 4' sq. pole)
12' 70W HPS MAC'507-M 196 W = Wall Mount
$20
12" IOOW HPS MAC-510-M 196 (Backlight Shield is standard)
12' 15OWHPS MAC-515-M fl96
16' 25OW HPS AC'525-M 261 NOTE: When using multiple 22" sq.
housings at 90° configuration, a special
16' 400W HPS AC'540 M 291 12' arm is required; see page 156.
' Specify Mounting (additional cost)
Other lamp wattages available -consult factory
q Reduced envelope lamp. E028 for 32OW PSMH and 40OW MH; BT37 for 1000W MH.
Options: (Factory -installed) Change Add After
�ce/uuj
Description Suffix To Suffix
4ae,,
277V Reactor ballast (PSMH only) 27 00 addea
120V Reactor ballast (50-150W HPS 12' housing only) 1 dea4td
21
48UV ballast mull Psa1H, 175-10WW MH a rn-aaow HPS") 5
r
48DV ballast (70-100W MH only) 5
$/.r
347V ballast (50W HPS only) 6 Ire addea
Quad -volt ballast (50-1001W MH only) M
9
Quad -volt ballast (SOW HPS only) M Ira addm
Tri-volt ballast (320W PSMH,175-10DDW MH 8 T Ire add,"
70-400W HPS only)
Tri-yell ballast (50-1Dow MH only) T
$9
Single Fuse (277V Reactor,120V, 2M or 347V) 27.1. 2 or 6 F
$12
Dual Fuse (2oey, 240V or 48M (n/a Canada) 3,41 or 5 F
$22
Quartz Standby (delay -relay type) (includes 10UW 0 Who) (n/a 277V Reactor) 0
$40
Button Photocell (Factory -installed with all mountings other to 2' Adjustable Fitter)
NOTE: n/a on 1000W w/120V: all 480V 27,1, 2, 3, 4 or 6 P
$ /0
External Photocell (Factory -installed) (Page 133)
For fixtures w/1000W,120V 1 P
$22
For fixtures w/480V 5 P
.02
Accessories: �seytray Pee04y
prepay
(Field -Installed) 12" Aetee 1E" patee 22"
A4"
Wire Guard FWG-12 $'10 FWG-16 $12 FWG-22
$24
Backlight Shield SBL-12 3 SBL-16 5 SBL-22
6
(standard on AC Series Wall Mount)
Button Photocell (Field -installed in fixtures with 2' Adjuslahle Fitter) Catalog #t Piteparl pu"
For fixtures w/120V (rva on 10o0W) PC-1
2
For fixtures w/208, 240 or 277V PC-2
w
For fixtures w/347V PC'6
$£<
Mountings ...................................................
Page 116
Catalog Number LoglcNoltage Suffix Key ...........................
Page 115
Optical Systems .... ....................................... Pages 104-107
Accessories..................................................
Page 133
Mounting Alternatives......................................Pages 156-157
Mounting Brackets.........................................Pages 158-159
Poles .................................................... Pages 160-169
Performance... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • WWW.rULidlighting.com
u
�� • � � Lamp
=�;it� Included!
to
_W
E2
W
N
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u
R71`26/32 New Construction
R7FR26/32 Remodel
10 times longer -lasting
than Incandescent lamps
This compact fluorescent (CFL) light is
a remarkable light source. With an
average rated life of 12,000 hours, it will
last 10 times longer than an ordinary
A19 incandescent lamp, while using
only one-fourth of the electricity.
Unlike typical fluorescents, the
1710-2200 lumen output compact tamp
(included) has a color temperature of
3500K and a high Color Rendering
Index of 82.
Fluorescent recessed fixtures are the
obvious choice for installations where
lighting is used continuously. Not only
does the long lamp life save on
relamping and maintenance, but the
cool operating temperature reduces air
conditioning loads.
R7F Features
Adjustable housing
Adjusts up to 1-3/8 inch in plaster
frame to accommodate different ceiling
thicknesses.
Oversized junction box
The R7F26/32 is designed for easy
through -branch circuit wiring. Eight
(4 in - 4 out) No.12 AWG (90C)
conductors are permitted in the box. For
a quick and easy wiring access, junction
box covers are retained with a snap latch.
[326
Rigid bar hangers
These rigid bar hangers are for
use in 16-Inch to 24-Inch O.C. wood
joist or T-Bar construction. This design
permits sturdier installations that are
less prone to sagging. Because the
recessed fixture can now slide anywhere
along the bar hanger, they are handy in
T-Bar ceilings where centering of the
fixture within the ceiling panel is
desired. One-piece 27-inch bar hangers
(RBH27) are available where required.
Versatile plaster frame
Adaptable to new or existing ceilings.
For existing ceilings, remove bar
hangers and use RRC Remodel Clips.
R71`26/32 and R7FR26/32
Features
Electronic universal ballast
Microprocessor -controlled electronic
ballast automatically senses supply
voltage 120 volts through 277 volts.
Ballast is accessible from below the
ceiling and is Class P thermal protected.
Thermal protection
Luminaire is thermally protected in
accordance with Article 410 of NEC.
RFI Emissions
In compliance with Commercial FCC Part
18 emission levels.
t
1
wattage'/
Lamp Type Description Volts
Catalog A
P"e;f"'.
f-.,«,
(1)26W or (1)32W CFL New Construction 120-277
Triple Tube Remodel— 120-277
R7F26/32
R7FR26/32
T
G6�
'Specify 26W or 32W lamp wattage when ordering.
"Supplied with 4 remodel clips
Options: (Factory -Installed) (commercial use only)
Description
0-10V Electronic Dimming Ballast (120 or 277V)
Add to
Catalog It
A
f ,��•„
/idd
$lc,
Power Line Electronic Dimming Ballast -120V
1P
$4,
Power Line Electronic Dimming Ballast-277V
2P
$4;
347V Electronic ballast (consult factory)
6
Accessories
Pair 27" Flat Bar Hangers (117F only)
Catalog Y
RBH27
A'ra,
$�
T-Bar Clips (4) (R7F only) (use with RBH27)
RTBC
$
Oversize Metal Trim Ring (7-7/8" o.d.) (Not for use with RT18)
ROTR
$;
Remodel Clips (4) (117F only)
RRC
$,
Accessories . _ . . . .......... ...........
Photometrics and Coefliclents of Utilization
Pages 336-33'
I I.... . Pages 338-'341
120 or 277V Power Line
Electronic Dimming" ballast
option
Operates from 2-wire compatible
dimmers.100% to 5% continuous
dimming. Lamp ignition at any light
output setting.
120 or 277V Low -Voltage
Dimming' ballast option
Operates from compatible 0-10V DC
controllers on Class 1 or Class 2
low -voltage systems.100% to 5%
continuous dimming. Lamp ignition at
any lighting output setting.
Minimum starting
temperature
0°F (-18°C) in open fixtures.
R7F26/32
New Construction
7.5' - O
piastertramsF-6AT
dimensions: 7.25'
10.5"L x 7.25V
Adjustable socket
Socket plate is adjustable as required
for different trims,
Labels
Both housings are UL and cUL Listed
for damp locations. The R7F is listed to
feed -through wiring.
NOTE: For recommended dimming
controls see page 337.
• Lamps must burn -in 100 hours
minimum prior to any dimming trial.
R7FR26/32
Remodel
i It No —
Pro"
Customer Service... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • www.ruudlighting.com
®Lamp
Included!
L",
Construction
Unlike other bollards, this unique
design positions the lens on the top
of the fixture. The clear lens is sturdy
injection -molded acrylic (HC) or
polycarbonate (HCD and HCF). It
attaches to the housing with an
overlapping die-cast aluminum retainer
ring. For quick relamping, only four
flush -mounted, stainless -steel fasteners
need to be removed from the base. Two
silicone lens seals prevent moisture
from entering the lens. Optional
decorative Dome Top or Extended Flat
Top styles also are available.
The housing is an aluminum extrusion
that is standard with our exclusive
Colorfast DeltaGuardTM finish, featuring
an E-coat epoxy primer with bronze
ultra -durable powder topcoat. Consult
factory for availability of other finish
colors. The housing fastens to a cast -
aluminum base with four supplied
1/4-20 flat -head, stainless -steel screws.
Within the housing, a formed and
channeled heavy -gauge steel frame
supports the electrical components and
reflector. A double -lip silicone seal at
the top of the reflector and a sealed
lamp socket prevent insects, dirt and
moisture from entering the optical
system.
Ballast
A high -power -factor ballast is standard.
The 13-watt fluorescent and 35-watt
HPS bollards are standard with a
120-volt ballast and are available with
an optional 277-volt ballast. 10OW HPS
is standard with a quad -volt ballast
(120200/240277). All other wattages
are standard with a dual -volt ballast
(120/277V; in Canada, on 50-watt MH
and all 70- and 100-watt fixtures, a
tri-volt (120277/347V) ballast is
supplied. In the U.S., additional
quad -volt (120/208/240277V) ballast
option for 50-to-100-watt MH and
70-watt HPS bollard is available.
Lamps
13-watt quad -tube compact fluorescent
(CFL); 50,70 and 10OW MH; 35, 50,
70 and 10OW HPS (clear, medium base
for MH and HPS).
Installation
The entire extrusion and lens can be
removed from the base as one
assembly. The base is secured to a
concrete tooting using three 3/8' x 6`
steel anchor bolts supplied. We suggest
installation in a 2' deep x 12' diameter
poured base, unless soil type and frost
line in your area dictate a deeper base. A
3-inch diameter conduit opening is
provided in the base for ease of wiring.
Performance
The exclusive optical system of the clear
lens HC Series produces twice
the light output of most competitive
products. A 70° main beam provides
uniform distribution with low brightness
at spacings up to 40 feet. While only
36 inches high, the HC Series achieves
a light center slightly less than 3 feet.
(Other bollards need 42 inches of height
to accomplish this.)
Labels
The Round Bollard is UL and cUL Listed
for wet locations and enclosure
classified IP65 per IEC 529 and IEC
598.
Order
I t
Wattage/ Catalog Number
Lamp Type Standard
Catalog Number
Dome Top Extended Flat Top
Clear Lens raejee77 'nice
5OW MlI HC405-D $?54
HCD405-D
P'Y('j&e1q zsas
HCF405-D $369
70W MH l IC407-D 554
HCD407-D
HCF407-D
369
10OW MH HC410-D 354
HCD41D-D
HCF410-D
369
35W HPS HC503-1 F326
HCD503-1
HCF503-1
$341
5OW HPS HC505-D 347
HCD505-D
HCF505-D
362
70WHPS HC507-M $347
HCD507-M
HCF507-M
962
1DOWHPS HC510-M $347
HCD510-M
HCF510 M
362
13WCFL HC213-1 $303
HCD213-1
HCF213-1
31t",
Options: (Factory -Installed)
Description
277V ballast (13w CFL onry)
Change
Suffix To
2
Add After
Suffix
7711-7117
14'eWZT
$10
Quad -volt ballast (53-10DW MH)
M
9
Tri-voll ballast (50-100W MH)
Tri-voll ballast (70 810DW HPS only)
T
T
_.9
rca 4.edav
34TV ballast (50 HPS only)
6
ow erddM
Single Fuse (120V, 277V or347V)
Dual Fuse (208V or 24OV) (n/a Canada)
1, 2 or 6
3 or 4
F
F
1 12
c
Photocell (120V, 277V, 208V, 240V or 34IV)
1, 2, 3, 4 or 6
P
180' Shielded Clear Lens
A
S16
Tamper roof Lens Fasteners
J
$2
Polycarbonate Lens (HC Series only) (Standard HCF a HCD)
V
4
Accessories:
Description
Louver (Field -installed)
Catalog If
HCL
fpw"
Pu.de
$60
Tamperproof Screwdriver
TPS-1
$15
Catalog Number Logic/Voltage Suffix Key ..
Accessories ................ ..........
...... .....
........................Page
..........
Page 9
39
f,
i
180' Shielded Clear Lens "A" option
Louver accessory (HCL)
Dome Top with Clear Lens (HCD)
.,wtwr r ; r rr
4
Extended Flat Top with Clear Lens (HCF)
,Solutions... DIRECT! 2
(800) 236-7000, 7 a.m. to 6 p,m. CT �C
Fax: (800) 236-7500 e www.ruudlightitig.com ® CC)
The Merchants Bank Site Plan
Landscape Estimate of Probable Cost
Prepared by Gail Henderson -King, ASLA, Landscape Architect
January 2008
Item
Size
I Unit Cost`
I Quantityl
Subtotal
Trees
Betula ni ra 'Select'
River Birch
1 3/4" to 2" Cal $500
10
$5,00
Ginkgo biloba
Ginkgo
2 112" - 3" Cal $650
2
$1,30
G mnocladus dioicus
Kentucky Coffeetree
2 1/2" - 3" Cal $650
2
$1,30
Shrubs
Juni erus horizontalis
Creeping Juniper
18" - 24" Height
$50
34
$1,70
Pinus mugo var. mu ho
Dwarf Mugo Pine
24" - 30" Height
$60
18
$1,08
Rhus aromatica 'Gro-Low'
Dwarf Fragrant Sumac
24" - 30" Height
$40
12
$48
Spiraea x bumalda 'Anthony
Waterer'
AnthonyWaterer S irea
18" - 24" Height
$40
14
$56
S iraea japonica
Japanese S irea
24" - 30" Height
$40
11
$44
S rin a me eri 'Palibin'
Korean Lilac
30" - 36" Height
$60
26
$1,56
Taxus cus idata
Ja anese Yew
24" - 30" Height
$75
35
$2,62
Thuja occidentalis 'Ni ra'
Arborvitae
36" - 42" Height
$75
10
1 $75
Viburnum dentatum
Arrowwood Viburnum
30" - 36" Height
$40
55
$2,20
Perennials and Grasses
Echinacea purpurea
Purple Coneflower
#1 Container
$20
60
$1,20
Hemerocallis spp.
Daylily
1-2 Fan Division,
#SP5 Cont.
$20
21
$42
Miscanthus sinensis
Maidenhair Grass
#1 Container
$20
10
$20
Total Estimate
$20,81
* Unit costs reflect average of recent bids and include plant costs plus installation.
LAkNOUREEUX & DICKINSON Consulting; Lngineers, Inc.
14 802-orse Drive
Essex Junction, VT 05452
Te1: 802-878-4450 Fax:802-878-3135
E-mail: mail{a Idengincenng.com
( I Retaining Wall Block Spec
5/23/08
1
1,�:A r • .,,s p,
PqmAa Waff 0
For a rU,6-ged wok than blends beal->ri.1 111y With
your ourdoor space, Doman Wall'' is a natural.
Split and weathered looking, Roman Wall' boasts a distressed
appearance that gives the impression
that it has been around for
decades. Admired as much for its
versatility as its look, Roman
Wall' can be used to form straight
or curved walls, as well as
planters and steps_
STAPIDARD UNIT 1 112 UNIT
112 UNIT TAPERED UNIT
8` t6'x 12" 12"x6'x12
4'x6'x12" 8"x6"x12'
20cn x ISan x 30am 30an x I San x 30cm
10cm x 15cm x 30cm 20cm x 15cm x 30cm
.1�
411
CORNER UNIT ROMAN TAPERED CAP
COPING UNIT
' 2" x 6" x 8" 9)14' x 3'b" x 13"
12' x 12" x 3"
Xkm x Ism x 20am 25an x 8.5cm x 33cm
30m x 30cm x 7.5cm
WALL COLOR:'
P110T04
Top: Granite/Nevada
tower: Granite/Nevada
GRANITE NEVADA
L
1
Retaining Wall Fence Spec
5/23/08
The basic Genesis"11
ornamental fence
(three -rail version
shown below) is
an ideal perimeter
product for virtually
any commercial or
industrial application.
Page 8
The Echelon IITM GenesisTM
style highlights the sleek
lines of unaltered square
pickets reminiscent of
solid vertical bar fences.
The extended Flat-topped
tip does not detract from
architecture or landscape.
E Page 1 of 1
ray
From: Georges Jacquemart [G.Jacquemart@bfjplanning.coml
Sent: Monday, June 09, 2008 4:10 PM
To: ray
Subject: Payment by Merchants Bank
Hi Ray we got a check for $1,400 from Merchants Bank today. I am not sure whether we are supposed to be paid
by the applicant directly (here in New York state we avoid these direct payments). It has already been deposited.
Please let me know if this is OK or if we should reimburse Merchants Bank.
Thanks
Georges Jacquemart
Principal
BFJ Planning
115 FIFTH AVENUE
NEW YORK, NY, 10003
T: 212.353,7477
F: 212.353.7494
E: G.Jacquemart@bfjplanning.com
WWW.BFJPLANNING.COM
This message is sent by Buckhurst Fish & Jacquemart, Inc. and is intended exclusively for the persons to
which it is addressed. This communication may contain information that is privileged or confidential. If
you are not the named addressee, you are not authorized to read, print, retain, copy or disseminate any
part of this message.
6/10/2008
1 i
Invoice Buckhurst Fish & Jacquemart, Inc.
115 Fifth Avenue
New York, NY 10003
Telephone # 212-353-7484
Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington VT 05403
Project: 362.07 SB. Burlington Merchants Bank
Professional services from April 1, 2008 to April 30, 2008
Professional Personnel
Jacquemart, Georges
Totals
Billings to date
Total Labor
Labor
Totals
May 15, 2008
Invoice No: 362.07-0000001
Hours Rate Amount
7.00 200.00 1,400.00
7.00 1,400.00
Total this invoice
Current Prior Total
1,400.00 0.00 1,400.00
1,400.00 0.00 1,400.00
Post -it' Fax Note 7671
Date �!�
p# of
To /
`
From
Co./Dept.
Co.
Phone #
Phone #
Fax #b�V _ 3&
Fax #
1,400.00
$1,400.00
VYAP,rc.�1c�,Ytfs I• 5 • o
- (J)�wko,A- PU)bM- LA- uiwbL�_ted +o- tht,
&N K' ut d t 118ITC 4 n .. ,
G--A : LA5 ftLa+h(�5/ 1 �prWosed
u�fs . to -,-?, , � / 153 crbpos-M
O-n "i5" �►-� I 1
`IR.O--�,f-
e- (A)a-4- a- F�l d-,al ern. cot - a� 1 T& .
W6Lca VUu-L-
Tlq - Ptk- 19L wr--Z-,i4 = 11 C-) 5 Q
6R N �- I I T-E w / -ml Q C--p Feu 15 3 I OD 51 ne- ,,-)
j3AI-A�XE or- Tie Ps = 9991
Q its -tl&,L .. t-4 e l5. -I v � I �
� i7Lc,lc� �- kcr, `1IA. e L
J
l�o U.)LU Sep t,P C- ta'a- *v dt; -
BFJ
Buckhurst Fish & Jacquemart Inc. 1 15 5'" Avenue New York, NY 10003 Tel (212) 353-
7474 Fax (212) 353-7494
Memorandum
To: Ray Belair, Administrative Officer, City of South Burlington
From: Georges Jacquemart, P.E.,AICP
Tel (212) 353 7477
Email g.jacquemart@bfjplanning.com
Subject: Review of Merchants Bank Application at 929 Shelburne Road
Date: April 14, 2008
We have reviewed the application related to Merchants Bank at 929 Shelburne Road,
specifically the memo dated March 26, 2008 by David White from David G. White &
Associates, Inc, the memorandum from Gary Dean, Merchants Bank dated March 20,
2008 and the Technical Memorandum from Lamoureux & Dickinson dated March 20,
2008 and signed by Roger D. Dickinson, P.E. Merchants Bank is applying for an
expansion of their existing bank building from 985 SF to 2,100 SF, more than doubling the
floor area of the bank. The site is located in Zone 1 of the TOD and therefore would be
allowed 17 vte's onto Shelburne Road.
Lamoureux & Dickinson collected a significant amount of traffic data at the current
bank and also at two other regional banks (Chittenden Bank branches on Shelburne
Road and in Tafts Corner) that have gone through similar expansions over the last 15
years. The current bank generates 196 vte's during the afternoon peak hour, of which
132 entered or exited via Shelburne Road. Lamoureux & Dickinson state that Merchants
Bank is grandfathered for this amount of traffic (196 total, or 132 to/from Shelburne
Road).
Based on the counts taken at the other banks that experienced similar expansions over
the last 15 years, Lamoureux & Dickinson projects that the traffic generation of the
Merchants Bank would not increase beyond today's generation even with the
significant increase in size.
All traffic generation rates surveyed are higher than the ITE rates; the 1992/93 rates
surveyed for the 2 other branches, as well as the 2008 rate surveyed at the existing
Merchants Bank are 3 to 4 times higher than the ITE rate, whereas the 2008 rates
surveyed at the expanded branches are 10 to 20% higher.
Of the 2 Chittenden Banks that expanded one bank saw their vte's increasing and the
other experienced a decrease, even though their traffic generation rates (per 1000 SF)
decreased significantly.
Ray Belair, Administrative Officer
April 14, 2008
Page 2
Conclusions:
We do not believe that there are enough data to conclude that the expanded
Merchants Bank will not generate more vehicle trips compared to today. Based on the
data collected there is 1 chance out of 2 that traffic will decrease and 1 out of 2 that it
will increase with the proposed expansion. The reduction in traffic generation rates
observed at the 2 Chittenden Bank branches was observed over a period of 15 years
when all the beneficial traffic effects mentioned in the other memos did take place. Ir
this case the current traffic load generated in 2008 by the Merchants Bank already
reflects to some degree the greater efficiencies achieved in 21 It Century banking. We
would need to see more examples of banks that doubled the size of their building
within the last few years.
The traffic mitigation measures mentioned in the Dickinson & Lamoureux Memo are
positive improvements, but they do not affect traffic flow on Shelburne Road. They
have positive impacts on the internal roads within the mixed -use site. We would not
suggest any credits for these improvements.
If the applicant is convinced that traffic generation will not increase with this
expansion, the City could approve this application under the condition that the existing
traffic budget (132 vte's entering or exiting via Shelburne Road) not be exceeded. If
the traffic generation does exceed the budget, the Merchants Bank would be required
to close one drive -through lane, and if it continues to exceed the budget it would have
to close both drive -through lanes. The Bank would be required to erect a sign saying
"This Lane Permanently Closed". Given the overall goal of increasing pedestrian
activity in this area, the drive -through lanes are the least desirable element of the
application since the drive -through customers do not become pedestrians.
The Bank should also agree that they will not oppose a potential future connection to
the commercial site on the north (currently the Tire Warehouse) and that they will not
sign any lease with the property owner that would preclude such a future connection.
Please let us know if you have any questions regarding this analysis
Page 1 of 1
Betsy Brown
From: Stephanie T. Hainley [shainley@dgwhiteassoc.com]
Sent: Wednesday, April 02, 2008 3:33 PM
To: Betsy Brown
Subject: Merchants Bank - DRB Hearing Last Night
Hi, Betsy.
I just wanted to let you know that we could not readily find the sign -in list at last night's hearing, but I
wanted to be sure you had a record of who was present.
Representing Merchants Bank were:
-Gary Dean, Merchants Bank
-David White, David G. White & Associates
-Roger Dickinson, Lamoureaux & Dickinson
-Patti Coburn, Lamoureaux & Dickinson
-Krista Reinhart, Pioneer Environmental
-Stephanie Hainley, David G. White & Associates
If you have any questions, please don't hesitate to call.
Steph
Stephanie T. Hainley
Research Analyst
David G. White & Assoc., Inc.
PO Box 1007
168 Battery St.
Burlington, VT
05402-1007
Phone: 802-862-1225 x16
Fax: 802-862-3601
4/2/2008
CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD Report preparation date: February 13, 2008
\drb\sub\merchantsbanksketch.doc Plans received: January 30, 2008
929 SHELBURNE ROAD
SKETCH PLAN APPLICATION #SD-08-07
Meeting date: April 1, 2008
Agenda #11
Owner Applicant
Martin's Foods of South Burlington Merchants Bank
c/o Hannaford Bros Co Attn: Gary Dean
PO Box 10000 MS 9805 PO Box 1009
Portland, ME 04104 Burlington, VT 05402-1009
Contact Property Information
David G. White Tax Parcel 1540-009357 C
David G. White & Associates Commercial 1 Zoning District;
168 Battery Street Traffic Overlay District
PO Box 1007 PUD: 12.02 acres
Burlington, VT 05402-1007 Leased Lot: 1.02 acres
Location Map
CITY OF SO UTH B URLINGTON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Merchants Bank, hereafter referred to as the applicant, is requesting sketch plan review for a
planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail
building (40, 205 sq. ft. vacant), and a 985 sq. ft. bank with a drive -through facility. The
amendment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the
existing bank building, and 3) constructing a new 2121 sq. ft. bank building with a drive -through
facility, 929 Shelburne Road.
The application was originally scheduled for review on February 19, 2008 and continued
through several meetings until April 1, 2008.
Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as
Staff, have reviewed the plans submitted on January 30, 2008 and have the following
comments.
Zoning District & Dimensional Requirements:
Table 1. Dimensional Requirements
C1 Zoning District
Required
Existing Proposed
PUD New Lot
Min. Lot Size
4,000 S.F.
12.02 acres 1.02 acres
Max. Building Coverage
40%
19.6% 7%
Max. Overall Coverage
1 70%=%1
1.3%
Front Setback
50 ft.50
ft.
Side Setback
10 ft.10
ft.
Rear Setback
30 ft.30
ft.
Front Yard Coverage
30%
7.9%
Max. Buildin Hei ht
40 ft.2
ft.
zoning compliance
PLANNED UNIT DEVELOPMENT STANDARDS
Pursuant to Section 15.18 of the Land Development Regulations the Development Review Board
shall consider the following in its review of subdivision and Planned Unit Development (PUD)
applications:
Sufficient water supply and wastewater disposal capacity is available to meet the needs
of the project in conformance with applicable State and City requirements, as evidenced
by a City water allocation, City wastewater allocation, and/or Vermont Water and
Wastewater Permit from the Department of Environmental Conservation.
CITY OF SO UTH B URLING TON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed
development. Prior to final plat approval, the applicant must obtain final water allocation approval
from the South Burlington Water Department.
The South Burlington Water Department reviewed this early set of plans and provided comments in
a letter dated February 4, 2008 (attached).
1. The applicant shall adhere to the comments of the South Burlington Water Department as per
the letter dated February 4, 2008. The South Burlington Water Department shall continue to review
all future plans.
2. The applicant shall obtain final wastewater allocation approval, prior to permit issuance.
Sufficient grading and erosion controls will be utilized during construction and after
construction to prevent soil erosion and runoff from creating unhealthy or dangerous
conditions on the subject property and adjacent properties. In making this finding, the
DRB may rely on evidence that the project will be covered under the General Permit for
Construction issued by the Vermont Department of Environmental Conservation.
The applicant should submit an erosion and sediment control plan as part of the preliminary plat
application. This shall be reviewed by the City of South Burlington Stormwater Superintendent. If
necessary, plans shall be revised accordingly.
3. The applicant shall submit an erosion and sediment control plan as part of the preliminary plat
application. This shall be reviewed by the City of South Burlington Stormwater Superintendent.
4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03
of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the
standards set forth in Section 16.04 of the South Burlington Land Development Regulations.
The project incorporates access, circulation and traffic management strategies sufficient
to prevent unreasonable congestion of adjacent roads. In making this finding the DRB
may rely on the findings of a traffic study submitted by the applicant, and the findings of
any technical review by City staff or consultants.
Access to the property is proposed via two curb cuts from a private access drive that connects from
Shelburne Road to Queen City Park Road. Access to the larger PUD is provided to Shelburne
Road, Queen City Park Road, and most recently, through an access to Hannaford Drive.
Staff notes that the access and circulation to the site will be significantly improved over the existing
conditions. Access to the facility is now at a greater distance than currently exists. There is no curb
cut directly from the main access to Shelburne Road, a curb cut which had presented safety
concerns and queuing issues.
Vehicle circulation on the site is two directional in the southern portion of the parking lot but shall
only be permitted in one direction around the building. Staff finds the circulation acceptable.
A walkway is proposed to connect to the existing sidewalk on Shelburne Road. Staff recommends
ground striping to demarcate this pedestrian crossing.
CITY OF SO UTH B URLING TON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch doc
5. Ground striping shall be added to demarcate the pedestrian crossing from the Shelburne Road
sidewalk to the new bank.
Traffic
The subject property is located in Traffic Overlay District 3, per an attached memo from JuliBeth
Hinds.
The applicant has submitted a memo from a local engineering consulting firm which provides a
background of the site and an assessment of the proposed new building. The applicant has argued
that there will be no increase in traffic on the site (see attached submittal from David White dated
March 26, 2008.
The applicant is also arguing that the subject property is grandfathered at the existing generation of
traffic. Staff disagrees. The site is only grandfathered at what they were granted when the existing
bank was approved. Any additional traffic that has been generated over that does not qualify for
reserved status.
Staff strongly recommends the Board invoke technical review of this traffic study to sort through
this and offer guidance.
6. The Board invokes technical review of the traffic report.
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. In making this finding the DRB shall utilize the provisions of Article 12 of
these Regulations related to wetlands and stream buffers, and may seek comment from
the Natural Resources Committee with respect to the project's impact on natural
resources.
There are no wetlands, streams, wildlife habitat, or unique natural features on the site.
The project is designed to be visually compatible with the planned development patterns
in the area, as specified in the Comprehensive Plan and the purpose of the zoning
district(s) in which it is located.
The proposed use (drive -through bank) is a permitted use in the C1 Zoning District. The project is
in compliance with the uses and goals specified in the Comprehensive Plan.
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 is very little open space on this site as it is covered by 88.6% impervious surface. The
green spaces that are provided are contiguous and exist mainly along the entrance drive to the
PUD. Staff finds the existing plan acceptable; however, at such time as the existing retail
CITY OF SOUTH B URLINGTON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
building on the site is redeveloped in any form, staff recommends that the Board examine ways
to improve compliance with this criterion at that time.
The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee
to insure that adequate fire protection can be provided.
7. The South Burlington Fire Chief should review and comment on the plans, prior to preliminary
plat approval.
Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and
lighting have been designed in a manner that is compatible with the extension of such
services and infrastructure to adjacent properties.
Staff strongly urges the Board mandate an access easement to the abutting property to the
north at 919 Shelburne Road, known as the Tire Warehouse. This property has serious
problems with exiting traffic which wishes to head northbound on Shelburne Road. The City has
consistently sought and obtained shared accesses which would allow properties best and
proper access to traffic signals. The applicant is asked to provide a proposal of where this
shared access would occur, along the property boundary shared by the two.
8. An access easement shall be proposed and created to the property to the north known as the
Tire Warehouse Central.
Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is
consistent with City utility and roadway plans and maintenance standards.
The City Engineer has reviewed the sketch plans for the proposed project and issued a memo
dated February 7, 2008. The City Engineer shall continue to review all future sets of plans.
9. The applicant shall adhere to the comments of the City Engineer per the memo dated
February 7, 2008. The applicant should, if necessary, revise the plans to comply with the City
Engineer's comments. The City Engineer shall continue to review all future sets of plans and
provide comments.
10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed
more than 30' above ground level and the maximum illumination at ground level shall not
exceed an average of three (3) foot candles.
Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by
illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1
foot candles average.
The applicant has submitted lighting cut sheets and a point -by -point plan with the submittal of
the sketch plan application. They are in compliance with the SBLDR.
CITY OF SOUTH B URLINGTON 6 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
The project is consistent with the goals and objectives of the Comprehensive Plan for the
affected district(s).
Staff finds that the proposed project is consistent with the goals and objectives of the
Comprehensive Plan for the C1 Zoning District.
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. Pedestrian movement is adequate, with the note included above in the staff
comment regarding striping of the connection to the sidewalk along Shelburne Road and the need
for access to the abutting property to the north.
According to Table 13-1 of the Land Development Regulations, the drive through bank (to which
the bank is part of the KMART PUD requires 5.8 parking spaces per 1,000 SF of GLA. Therefore,
the 2121 SF of GLA shall require a total of 13 parking spaces. The applicant is proposing a total of
19 parking spaces on the lease lot. This criterion is met.
The applicant is also proposing temporary parking on the KMART lot to be used during the
construction process (see sheet 8).
(b) Parking shall be located to the rear or sides of buildings to the greatest extent
practicable.
Most of the proposed parking is located to the rear or side of the proposed building
(c) 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.
Staff feels the height and scale of the proposed building are compatible with the site and the
existing buildings in the area. The height of the building will be within the limits of the SBLDR.
(d) 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.
CITY OF SOUTH B URLINGTON 7 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
(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 has submitted architectural details of the proposed structure.
(f) 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.
The applicant has submitted architectural details of the proposed structure.
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.
See staff notes above in relation to this issues. Staff strongly urges this connection to the north in
order to improve access and circulation of the properties and to be in compliance with this criterion.
(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.
Staff has already stated that 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).
The plans show an enclosed dumpster on the northeastern corner of the property.
(d) Landscaping and Screening Requirements
Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the
Land Development Regulations. The landscape plan and landscape budget shall be prepared by a
landscape architect or professional landscape designer.
The applicant has submitted a landscaping plan and itemized planting budget as part of the sketch
plan application. Based on estimated construction costs of $950,000, the minimum landscaping
budget shall be $17,000. The applicant is proposing $20,220 in landscaping.
CITY OF SOUTH B URLINGTON 8 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
The City Arborist has not yet reviewed the plans.
11. The South Burlington City Arborist shall review the landscaping plans prior to preliminary
plat approval. The applicant shall adhere to the stipulations of the City Arborist.
Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be
specified and located in an area that will minimize the potential for run-off. The plans depict
snow storage areas on the lease lot but not the entirety of the PUD. Staff has some questions
concerning the snow storage on the remainder of the PUD and feel it best to be addressed as
part of this application.
12. The plans shall be revised to depict adequate snow storage areas or other method of snow
removal if it is to be stored off -site for the entire PUD.
Other- Drive -Thu Facility
Per Section 5.01 of the SBLDR all applications for a drive -through facility shall be subject to
conditional use review and the following restrictions:
(a) Compliance with Traffic Overlay District Provisions, if applicable;
This continuing to be addressed.
(b) Compliance with an approved access management plan, providing for curb cut
consolidation and secondary access;
The access management plan appears sufficient with respect to curb cuts and number of
accesses.
(c) Mandatory technical review by a traffic consultant to determine adequate stacking
lane length and aisle width.
The applicant should provide comments from their engineer addressing this criterion.
Again, the proposal shall be evaluated for conditional use review:
a. the capacity of municipal or educational facilities
Staff does not feel that this project will adversely impact this criterion
b. the planned character of the neighborhood
Staff does not feel that this project will adversely impact this criterion
c. traffic on roadways and highways in the vicinity
As previously noted, this shall be reviewed by outside technical review.
d. bylaws in effect
This proposal is in compliance with the bylaws.
e. utilization of renewable energy resources
Staff does not feel that this project will adversely impact this criterion
Other- Phasing and Demolition
CITY OF SOUTH B URLINGTON 9 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Other
The applicant is actively working with staff on the phasing of building and demolition on this site. At
this time, and because this is a matter of Administrative Officer approval of compliance, this is not
an issue that the Development Review Board needs to address further. Section 13.09(E)(3) of the
Land Development Regulations require the posting of a two-year bond for the cost of removing
the existing building.
13. Prior to permit issuance, the applicant shall post a two-year bond for the cost of demolishing
and removing the existing building.
RECOMMENDATION
Staff recommends that the applicant address the numbered items above and proceed to
preliminary plat application.
Respectfully submitted,
r
Cathyan aRose, Associate Planner
Copy to: David G. White, Contact
rr
South
VE RM,0NT
Merchants Bank
Shelburne Road
February 7, 2008
Bill Szymanski, City Engineer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
(802)846-4106
1. Existing sewer service to be abandoned shall be plugged at manhole.
2. Street light bases shall clear sewer lines by at least 5 feet.
3. Retaining wall along Shelburne Road should have a fence on guard rail.
4. Landscape plan No. 3 should show water and sewer lines. Planting should clear
these lines by at least 5 feet.
N
February 4, 2008
Lamoureux & Dickinson Consulting Eng.
14 Morse Drive
Essex Jct. VT 05452
RE: Merchants Bank
Dear Sir or Madam:
The South Burlington Water Department has reviewed the plans for the above referenced
project. Please find my comments below.
1. All construction drawings and plans shall have a note saying "All water line and
related work to be performed in accordance with the Champlain Water District
Specifications and Details for the Installation of Water lines and Appurtenances
henceforth the "CWD Specification."
2. The CWD Specifications are applicable to all new construction and reconstruction
of water infrastructure. Variations from the CWD Specifications will not be
permitted except as provided within the CWD Specifications. The appropriate
CWD Supervisor as defined in the CWD Specifications shall determine the
acceptability of any deviation from the those specifications. Private water lines
and appurtenances shall be designed to the same standards as public water lines
and appurtenances. All water installation work and water distribution material
must comply with the "CWD Specifications". Details for this project must be the
same as those within the above referenced CWD Specifications.
3. The project shall be constructed, completed, maintained, and operated in
accordance with the approved plans. No changes shall be made in the project
without the written approval of the appropriate CWD supervisor. A copy of the
final approved plans shall be submitted to the Department prior to construction of
the water system improvements.
4. The applicant, developer or owner of record shall procure all permits, licenses,
and easements that may be required to complete planned construction, including
payment of all applicable fees, and shall comply with all conditions set forth in
each permit.
5. 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, henceforth the "Backflow Ordinance." Please contact this department
for more information on the installation and proper setting of backflow prevention
devices.
6. The above referenced CWD Specifications state that no water lines shall be
installed after November 15 or before April 1 without prior approval of the
Superintendent. The appropriate CWD Supervisor may restrict work before
November 15 and after April 1 during adverse weather conditions.
7. Each service shall consist of a corporation, curb stop, copper tubing, and curb box
with stainless steel service rod placed on a solid concrete block. Corporations
shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing brass 4381, or
Department approved equal. Curb stops shall be Cambridge Brass No -Lead
brass, Red Hed Manufacturing SB 5151/134151, or Department approved equal.
No -lead brass fittings shall be Cambridge Brass No -Lead Brass, Red Hed
Manufacturing brass, or Department approved equal.
8. The existing water service shall be shut off at the new curb stop, and the line cut
and crimped after the new building is constructed and before the existing building
is demolished. The SBWD shall remove the existing meter and remote before
demolition begins.
9. The existing water service is connected to a "shared" water service with the Tire
Warehouse. The SBWD's responsibility ends at the nearest curb stop on the
existing water service line, thus making our responsibility consistent with the
Water Ordinance, from the main to the curb stop. Any service line work from the
downstream side of the curb stop and beyond is the responsibility of the owner(s).
10. Prior to any building construction, the building contractor must contact this
Department to discuss City requirements for meter sizing, meter settings, and
backflow protection.
11. The SBWD shall be notified in advance to inspect all mechanical joint fittings,
main line taps, appurtenances, thrust blocks, water line crossings, and testing prior
to occurrence or backfilling.
12. Further review changes may be required as this project proceeds through the
permit process.
If you have any questions or I can be of further assistance, please call me.
Sincerely,
Jay Nadeau
Superintendent
CC. Cathyann LaRose
Bruce Hoar
Doug Brent
Plan Reviews: Merchants Bank 1-08
1 �
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DRUID G. WHITE E RSS0CIATES, INC.
Beatty Phisors
MEMOARHOUM
TO: City of South Burlington Planning & Zoning
Development Review Board
FROM: David White
Stephanie Hainley
ORTL January 30, 2008
K Merchants Bank, Shelburne Road — Sketch Plan Application
I. Overall Project Description
This application seeks approval for the construction of a new Merchants Bank
facility and the demolition of the existing bank structure on Shelburne Road. The
existing branch at Burlington Plaza (aka Kmart Plaza), built in 1974, was never intended
to be a permanent facility, but rather was a modular building intended to act as a
temporary branch. Over the years upgrades were made and the building was used as a
full -service branch. These upgrades have worn out and the modular building is well past
its useful life. In an effort to preserve Merchants Bank's current customer base, a new
branch of approximately 2,120 square feet is proposed to be built adjacent to this old
building (approx. 1000 square feet). To prevent any gap in service, the new building will
be constructed and opened prior to demolition of the old branch. This phased
construction plan can be seen on Sheet 2 of 8, "Grading and Utilities Site Plan" and on
Sheet 8 of 8, "Phasing, Demolition and Traffic Control Plan." As a part of this new
construction, a stormwater treatment plan will be implemented, lot coverage will
decrease and landscaping will be added to upgrade the entire property. This project is
estimated to cost approximately $950,000.
This project is being constructed by the bank under a land lease from the property
owner, Martins Foods of South Burlington, Inc., a wholly owned subsidiary of Hannaford
Bros Co. Subdivision is required for the land lease. PUD review is required due to the
bank having drive up teller lanes. Thus, this is a sketch plan application for subdivision,
PUD and site plan approval.
168 Battery Street P. 0. Box 1007 Burlington, Vermont 05402-1007 P: 802 8621225 f: 802 862 3601
II. Project Highlights
Decreased Lot Coverage
The Merchants Bank will lease a 1.02 acre parcel. Between the leased parcel and
the plaza's main entry drive is an area of approximately 0.10 acres that is part of the
current Merchant's Bank site, but will not be part of the new site. This area will be
retained by the property owner but as part of this project this area will be reconstructed,
removing the existing paving, adding landscaped area, curbing and a sidewalk.
The total 1.12 redevelopment area is currently developed with 0.86 acres of
impervious surface. As a result of this project slightly more than half of the impervious
surface will be removed (0.45 acres), with the redeveloped site having only 0.41 acres of
impervious surface.
Stormwater
Due to the decrease in lot coverage, the state stormwater regulations do not apply
to this project and therefore, we are not required to meet the state stormwater
requirements. However, Merchants Bank has chosen to meet these standards anyway.
Stormwater will be treated on the bank site to reduce sediment loading below the
calculated amount for the site under under -developed "natural" conditions. The on -site
stormwater system will also reduce the rate of flow in 1 year and 25 year storms below
the calculated predevelopment rates. Stormwater leaving the site will be piped to an
existing catch basin near the northern end of the plaza, as shown on Sheet 1 of 8,
"Overall Site Plan." Further details of the improvements are explained in the enclosed
memo from Krista Reinhart at VHB Pioneer Environmental Associates, dated January 15,
2008.
Traffic
As is further elaborated in the enclosed memo from Lamoureux & Dickinson,
dated January 23, 2008, we expect the replacement branch to generate no more trips than
the current building, despite the increased footprint. The construction of this new facility
is primarily a defensive measure for Merchants Bank to retain their current customer
base. Although the building will be larger, there will be the same number of teller
stations and the same number of drive -up teller lanes as the current facility. The current
walk-up ATM will be changed to a drive -up ATM. As is further explained in the memo,
general trends are showing a decline in actual bank trips and an increase in electronic
transactions, thereby reducing the number of customer and vehicle trips to the bank.
Therefore, it is expected that the new branch will not exceed the current branch's trip
generation.
Page 2 of 3
Landscaping
As has already been mentioned, the addition and preservation of landscaping at
this site is a substantial improvement to the property. We are proposing to add
landscaping between the Shelburne Rd. entrance and the parking lot, as a visual buffer
and aesthetic enhancement to the site. We will be maintaining the mature street trees
along Shelburne Rd., while also adding a pedestrian access from the City sidewalk to the
bank's lot. And to further beautify the site, landscaping will be added around the
Merchants leased lot to enhance the aesthetics of the entire Kmart property.
III. Sketch Plan Approval
We are hoping with the information provided, we will be able to combine the
preliminary and final plat review, in the interest of expediting the project. Thank you for
your consideration and we look forward to meeting with you to discuss this project.
Page 3 of 3
ray
From: David G. White [dwhite@dgwhiteassoc.com]
Sent: Tuesday, February 19, 2008 12:07 PM
To: ray
Cc: Gary Dean, Kris Francis
Subject: Merchants Bank
Ray,
As discussed in our phone call, the Merchants Bank requests the hearing for its sketch
plan application be postponed/continued to March 4, 2007.
Thank you,
David
David G. White, CCIM, CSM, CRE
David G. White & Assoc., Inc.
PO Box 1007
168 Battery St.
Burlington, VT
05402-1007
Phone: 802-862-1225 x13
Fax: 802-862-3601
1
ra
From: David G. White [dwhite@dgwhiteassoc.com]
Sent: Thursday, February 28, 2008 10:39 AM
To: ray
Cc: Gary Dean; Stephanie Theresa Hainley
Subject: Merchants Bank sketch plan
Hi Ray,
Per our phone call this email is to confirm that Merchants Bank requests its sketch plan
hearing be postponed to the next DRB meeting, March 18th.
Thanks for your ongoing cooperation as we work this through.
Best,
David
David G. White, CCIM, CSM, CRE
David G. White & Assoc., Inc.
PO Box 1007
168 Battery St.
Burlington, VT
05402-1007
Phone: 802-862-1225 x13
Fax: 802-862-3601
1
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Page 1 of 2
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ray
From: David G. White [dwhite@dgwhiteassoc.com]
Sent: Tuesday, August 28, 2007 12:28 PM
To: Juli Beth Hinds
Cc: ray; Gary Dean; Roger Dickinson; Cathyann LaRose; Patti Coburn; Stephanie Theresa Hainley
Subject: Re: Traffic Overlay for Merchants
Hi JB,
Thanks for discussing this with Ray and me.
As discussed, the existing Merchants Bank branch facility was originally not intended to be permanent.
It is a glorified trailer that was to be temporary and eventually became permanent. Merchants is planning
a replacement branch facility because:
1) the existing building has exceeded its original design life
2) the various upgrades done over time are wearing out
3) Merchants is concerned that if they do not replace the facility they will lose customers
Based on our follow up phone call, instead of what is set forth in your email below, we will:
1) treat the bank's lease lot and trip generation separately from the rest of the plaza
2) use the bank's current trip generation of 196 pm peak hour trips as the maximum budget for the bank
project
3) indicate why the replacement bank is not expected to generate increased trips despite having a larger
footprint due to factors such as:
a. ITE indicates trips for new bank will be lower
b. Merchants is redeveloping as a defensive measure to remain competitive
c. The number of banking transactions have already dropped at this location. This appears to be part
of a general trend as customers use more electronic transactions (debit cards, credit cards, automatic
deposits and electronic bill paying), rather than depositing and cashing paper checks.
d. there will be internal absorption of trips with both the K-mart and with Hannaford Plaza once the
new connector road behind Burger King is opened
e. reduction in cut -through trips entering and exiting at Shelburne Rd curb cut, due to the new
connector to Hannaford Plaza
f. etc.
4) Although per section 10.02 (H)(2) of the zoning regs, no added trip generation credit is allowed for
any geometric improvements when a site's trip generation already exceeds the standard budget (as is the
case with this site), we will incidentally mention geometric improvements that will be done as part of
the bank's project, such as closing the bank's two existing curb cuts on the plaza's main entry drive.
Please let me know if I have mis-stated any of this.
Thanks!
David
David G. White
2/15/2008
(3
Merchants Bank Abutters List
O1/16/08 1430 00833
Richard Limoge
1540 935-7 & 0675 00040 & 1540 01001 1 Harbor Watch Road
Martin's Foods of South Burlington, Inc. Burlington, VT 05401
c/o Hannaford Brothers Co. 1540 00195
PO Box 1000 David M. Farrell, Trustee
Portland, ME 04104 5 Holmes Road
South Burlington, VT 05403
Vermont Railway, Inc.
1 Railway Lane
1540 00907
Burlington, VT 05401
Skipco, Inc.
793 Shelburne Road
0260 0001
South Burlington, VT 05403
Sandra & James J Franklin
20 Steeplebush Rd.
1540 00916
Essex Jct, VT 05452
Charles and Janet Perkins
80 South Cove Road
0330 00064
Burlington, VT 05401
Fire District # 1
575 Dorset Street
1540 00919
South Burlington, VT 05403
Tire Warehouse Central
492 Main St.
0675 00015
Keene, NH 03431
Old Orchard Realty
PO Box 4193
1540 00930
Burlington, VT 05402
Ali Tahami
429 Maeck Farm Road
0982 00142
Shelburne, VT 05482
Humane Society of Chittenden County
142 Kindness Court
1540 938-0
South Burlington, VT 05407
Pauline Cannizzaro
950 Shelburne Road
1430 00303
South Burlington, VT 05403
Green Mountain Power Corporation
163 Acorn Lane
1540 00960
Colchester, VT 05446
Burlington Savings Bank
C/O FATV/Key Bank
1430 00403
PO Box 560807
Champlain Water District
Dallas, TX 75356-0807
PO Box 2085
South Burlington, VT 05403
1540 00974
Handy Mountaha Trust
1430 00733
468 Orchard Drive
Clark Hindsdale, Jr.
Colchester, VT 05446
294 N. Winooski Ave.
Burlington, VT 05401
Page 1 of 2
1540 00977 1540 00981 & 1540 01025
Robert Jolley Southland Enterprises, Inc.
Jolley Associates 69 College Street
PO Box 671 P.O. Box 6
St. Albans, VT 05478 Burlington, VT 05402-0006
1540 00992
Long Term Lease Holders
Gloria and Lawrence Rozzi Trustees
1540 00981
6636 Glen Arbor Way
Burger King
Naples, FL 34119
c/o Matthew Marcello
Hinkley, Alen & Snyder
1540 01000
1500 Fleet Center
New England Federal Credit Union
Providence, RI 02903
PO Box 527
Williston, VT 05495
1540 01001
Chittenden Bank
1540 01016
c/o Chris Bishop
Kunal LLC
PO Box 820
138 North Main Street
Burlington, VT 05402-0820
Rutland, VT 05701
1540 01025
1540 01030
Olive Garden
Shearer SDMWN Associates, LLC
c/o John Doshna
1675 Shelburne Road
P.O. Box 593330
South Burlington, VT 05403
6990 Lake Ellenor Dr.
Orlando, FL 32802
1540 01041
WESCO, Inc.
Walter E. Simendinger
I �/,
C 'a�►�` TTD� V�-�s 1 Vle
32 San Remo Drive
PO Box 2287
CID �.
South Burlington, VT 05407
1540 1075
I
City of South Burlington (cemetery)
575 Dorset Street
South Burlington, VT 05403
O�
1540 1085
J.W.J. Realty, Inc.
1095 Shelburne Road
South Burlington, VT 05403 � (AqT
Page 2 of 2
VFRM0NT
February 7, 2008
Martin's Foods of South
c/o Hannaford Brothers
Attn: Ande A. Smith
PO Box 1000, MS 9805
Portland, ME 04104
Dear Property Owner:
City of South Burlington
Department of Planning and Zoning
575 Dorset Street
South Burlington, VT 05403
(802)846-4106
Burlington, Inc.
Enclosed is the agenda for the February 19, 2008 Development Review Board Meeting.
It includes an application for development on your property. This is being sent to you and
the abutting property owners to make aware that a public meeting is being held
regarding the proposed development.
Under Title 24, Section 4464 of State law, participation in a municipal regulatory
proceeding is required in order to preserve your right to appeal a local development
approval to the Vermont Environmental Court. State law specifies that "Participation in a
local regulatory proceeding shall consist of offering, through oral or written testimony, a
statement of concern related to the subject of the proceeding."
If you would like to know more about the proposed development, you may call this office
at 846-4106, stop by during regular office hours, or attend the scheduled public meeting.
Sincerely,
Betsy McDonough Brown
Planning & Zoning Assistant
Encl.
cc: Gary Dean, Merchants Bank
David G. White
southburlington.
lER. MONY
February 7, 2008
Vermont Railway, Inc.
1 Railway Lane
Burlington, VT 05401
Dear Property Owner:
City of South Irlington
Department of Planning and Zoning
575 Dorset Street
South Burlington, VT 05403
802-846-4106
Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the
official agenda, posted the Friday before the meeting) for the February 19, 2008
Development Review Board meeting. It includes a proposal that abuts property you
own.
Under Title 24, Section 4464 of State law, participation in a municipal regulatory
proceeding is required in order to preserve your right to appeal a local development
approval to the Vermont Environmental Court. State law specifies that "Participation in a
local regulatory proceeding shall consist of offering, through oral or written testimony, a
statement of concern related to the subject of the proceeding."
If you would like to know more about the proposed development, you may call this office
at 846-4106, stop by during regular office hours, or attend the scheduled public meeting.
Sincerely,
I
Betsy McDonough Brown
Planning & Zoning Assistant
Encl.
Page 1 of 1
Betsy Brown
From: Betsy Brown
Sent: Thursday, February 14, 2008 2:46 PM
To: 'Stephanie T. Hainley'
Cc: 'dwhite@dgwhiteassoc.com'
Subject: Merchants Bank - Staff Comments
Hi Stephanie —
Attached is the agenda & staff comments to the Board for the Merchants Bank project, to be
heard on Tuesday, Feb. 19th Should you have any questions, please let us know!
-Betsy
Betsy McDonough Brown
Planning & Zoning Assistant
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Ph: 802.846.4106
emcdonough(nsburl.com
www.sburl.com
2/14/2008
CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD Report preparation date: February 13, 2008
\drb\sub\merchantsbanksketch.doc Plans received: January 30, 2008
929 SHELBURNE ROAD
SKETCH PLAN APPLICATION #SD-08-07
Meeting date: February 19, 2008
Agenda #14
Owner _Applicant
Martin's Foods of South Burlington Merchants Bank
c/o Hannaford Bros Co Attm Gary Dean
PO Box 10000 MS 9805 PO Box 1009
Portland, ME 04104 Burlington, VT 05402-1009
Contact Property Information
David G. White Tax Parcel 1540-009357 C
David G. White & Associates Commercial 1 Zoning District,
168 Battery Street Traffic Overlay District
PO Box 1007 PUD: 12.02 acres
Burlington, VT 05402-1007 Leased Lot: 1.02 acres
Location Map
CITY OF SOUTH B URLING TON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Merchants Bank, hereafter referred to as the applicant, is requesting sketch plan review for a
planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail
building (40, 205 sq. ft. vacant), and a 724 sq. ft. bank with a drive -through facility. The
amendment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the
existing bank building, and 3) constructing a new 2121 sq. ft. bank building with a drive -through
facility, 929 Shelburne Road.
COMMENTS
Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as
Staff, have reviewed the plans submitted on September 24, 2007 and have the following
comments.
Zoning District & Dimensional Requirements:
Table 1. Dimensional Requirements
C1 Zoning District
Re uiredIF
-Existing Proposed
Min. Lot Size
4,000 S.F.
12.02 acres 12.02 acres
Max. Building Coverage
40%
19.6% 20%
T. Max. Overall Coverage
70%
91.6% 88.6%
�l Front Setback
50 ft.
>50 ft >50 ft.
Side Setback
10 ft.
>10 ft. >10 ft.
�l Rear Setback
30 ft.
>30 ft >30 ft.
4 Front Yard Coverage
30%
62.1 % 30.2%
4 Max. Building Height
40 ft.
32 ft.
4 zoning compliance
4. pre-existing non-compliance; not made worse by this application
PLANNED UNIT DEVELOPMENT STANDARDS
Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board
shall consider the following in its review of subdivision and Planned Unit Development (PUD)
applications:
Sufficient water supply and wastewater disposal capacity is available to meet the needs
of the project in conformance with applicable State and City requirements, as evidenced
by a City water allocation, City wastewater allocation, and/or Vermont Water and
Wastewater Permit from the Department of Environmental Conservation.
CITY OF SOUTH B URLING TON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed
development. Prior to final plat approval, the applicant must obtain final water allocation approval
from the South Burlington Water Department.
The South Burlington Water Department reviewed this early set of plans and provided comments in
a letter dated February 4, 2008 (attached).
1. The applicant shall adhere to the comments of the South Burlington Water Department as per
the letter dated February 4, 2008. The South Burlington Water Department shall continue to review
all future plans.
2. The applicant shall obtain final wastewater allocation approval from the Director of Planning and
Zoning, Juli Beth Hinds, prior to permit issuance.
Sufficient grading and erosion controls will be utilized during construction and after
construction to prevent soil erosion and runoff from creating unhealthy or dangerous
conditions on the subject property and adjacent properties. In making this finding, the
DRB may rely on evidence that the project will be covered under the General Permit for
Construction issued by the Vermont Department of Environmental Conservation.
The applicant should submit an erosion and sediment control plan as part of the preliminary plat
application. This shall be reviewed by the City of South Burlington Stormwater Superintendent. If
necessary, plans shall be revised accordingly.
3. The applicant shall submit an erosion and sediment control plan as part of the preliminary plat
application. This shall be reviewed by the City of South Burlington Stormwater Superintendent.
4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03
of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the
standards set forth in Section 16.04 of the South Burlington Land Development Regulations.
The project incorporates access, circulation and traffic management strategies sufficient
to prevent unreasonable congestion of adjacent roads. In making this finding the DRB
may rely on the findings of a traffic study submitted by the applicant, and the findings of
any technical review by City staff or consultants.
Access to the property is proposed via two curb cuts from a private access drive that connects from
Shelburne Road to Queen City Park Road. Access to the larger PUD is provided to Shelburne
Road, Queen City Park Road, and most recently, through an access to Hannaford Drive.
Staff notes that the access and circulation to the site will be significantly improved over the existing
conditions. Access to the facility is now at a greater distance from Shelburne Road than currently
exists. There is no curb cut directly from the main access to Shelburne Road, a curb cut which had
presented safety concerns and queuing issues.
Vehicle circulation on the site is two directional in the southern portion of the parking lot but shall
only be permitted in one direction around the building. Staff finds the circulation acceptable.
CITY OF SOUTH B URLINGTON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
A walkway is proposed to connect to the existing sidewalk on Shelburne Road. Staff recommends
ground striping to demarcate this pedestrian crossing.
5. Ground striping shall be added to demarcate the pedestrian crossing from the Shelburne Road
sidewalk to the new bank.
Traffic
The subject property is located in Traffic Overlay District 3, per an attached memo from JuliBeth
Hinds.
The applicant has submitted a memo from a local engineering consulting firm which provides a
background of the site and an assessment of the proposed new building. The applicant has argued
that there will be no increase in traffic on the site.
The applicant is also arguing that the subject property is grandfathered at the existing generation of
traffic. Staff disagrees. The site is only grandfathered at what they were granted when the existing
bank was approved. Any additional traffic that has been generated over that does not qualify for
reserved status. The traffic impact fee for this project shall be based on the p.m. peak hour trip end
increase between the existing facility and the proposed facility using the ITE Trip Generation
Manual.
Staff strongly recommends the Board invoke technical review of this traffic study.
6. The Board invokes technical review of the traffic report.
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. In making this finding the DRB shall utilize the provisions of Article 12 of
these Regulations related to wetlands and stream buffers, and may seek comment from
the Natural Resources Committee with respect to the project's impact on natural
resources.
There are no wetlands, streams, wildlife habitat, or unique natural features on the site.
The project is designed to be visually compatible with the planned development patterns
in the area, as specified in the Comprehensive Plan and the purpose of the zoning
district(s) in which it is located.
The proposed use (drive -through bank) is a permitted use in the C1 Zoning District. The project is
in compliance with the uses and goals specified in the Comprehensive Plan.
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 is very little open space on this site as it is covered by 88.6% impervious surface. The
green spaces that are provided are contiguous and exist mainly along the entrance drive to the
CITY OF SOUTH B URLING TON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\d rb\sub\merchantsbank\sketch. doc
PUD. Staff find the existing plan acceptable; however, at such time as the existing retail
building on the site is redeveloped in any form, staff recommends that the Board examine ways
to improve compliance with this criterion at that time.
The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee
to insure that adequate fire protection can be provided.
7. The South Burlington Fire Chief should review and comment on the plans, prior to final plat
approval.
Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and
lighting have been designed in a manner that is compatible with the extension of such
services and infrastructure to adjacent properties.
Staff strongly urges the Board mandate an access easement to the abutting property to the
north at 919 Shelburne Road, known as the Tire Warehouse. This property has serious
problems with exiting traffic which wishes to head northbound on Shelburne Road. The City has
consistently sought and obtained shared accesses which would allow properties best and
proper access to traffic signals. The applicant is asked to provide a proposal of where this
shared access would occur, along the property boundary shared by the two.
8. An access easement shall be proposed and created to the property to the north known as the
Tire Warehouse Central.
Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is
consistent with City utility and roadway plans and maintenance standards.
The City Engineer has reviewed the sketch plans for the proposed project and issued a memo
dated February 7, 2008.
9. The applicant shall adhere to the comments of the City Engineer per the memo dated
February 7, 2008. The applicant should, if necessary, revise the plans to comply with the City
Engineer's comments. The City Engineer shall continue to review all future sets of plans and
provide comments.
10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed
more than 30' above ground level and the maximum illumination at ground level shall not
exceed an average of three (3) foot candles.
Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by
illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1
foot candles average.
The applicant has submitted lighting cut sheets and a point -by -point plan with the submittal of
the sketch plan application. They are in compliance with the SBLDR.
I �
CITY OF SOUTH B URLING TON 6 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch doc
The project is consistent with the goals and objectives of the Comprehensive Plan for the
affected district(s).
Staff finds that the proposed project is consistent with the goals and objectives of the
Comprehensive Plan for the C1 Zoning District.
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. Pedestrian movement is adequate, with the note included above in the staff
comment regarding striping of the connection to the sidewalk along Shelburne Road and the need
for access to the abutting property to the north.
According to Table 13-1 of the Land Development Regulations, the drive through bank (to which
the bank is part of the University Mall PUD) requires 5.8 parking spaces per 1,000 SF of GLA.
Therefore, the 2121 SF of GLA shall require a total of 13 parking spaces. The applicant is
proposing a total of 19 parking spaces on the lease lot. This criterion is met.
(b) Parking shall be located to the rear or sides of buildings to the greatest extent
practicable.
Most of the proposed parking is located to the rear or side of the proposed building.
(c) 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.
Staff feels the height and scale of the proposed building are compatible with the site and the
existing buildings in the area. The height of the building will be within the limits of the SBLDR.
(d) 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.
(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.
CITY OF SOUTH B URLING TON 7 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
The applicant has submitted architectural details of the proposed structure, as part of this
application.
(f) 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.
The applicant has submitted architectural details of the proposed structure which are acceptable to
staff.
Site plan applications shall meet the followinq 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.
See staff notes above in relation to this issues. Staff strongly urges this connection to the north in
order to improve access and circulation of the properties and to be in compliance with this criterion.
(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.
Staff has already stated that 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).
The plans show an enclosed dumpster on the northeastern corner of the property.
(d) Landscaping and Screening Requirements
Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the
Land Development Regulations. The landscape plan and landscape budget shall be prepared by a
landscape architect or professional landscape designer.
The applicant has submitted a landscaping plan and itemized planting budget as part of the sketch
plan application. Based on estimated construction costs of $950,000, the minimum landscaping
budget shall be $17,000. The applicant is proposing $20,220 in landscaping.
The City Arborist ahs not yet reviewed the plans
CITY OF SOUTH B URLINGTON 8 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
12. The South Burlington City Arborist shall review the landscaping plans prior to preliminary
plat approval. The applicant shall adhere to the stipulations of the City Arborist.
Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be
specified and located in an area that will minimize the potential for run-off. The plans depict
snow storage areas on the lease lot but not the entirety of the PUD. Staff has some questions
concerning the snow storage on the remainder of the PUD and feel it best to be addressed as
part of this application.
13. The plans shall be revised to depict adequate snow storage areas or other method of snow
removal if it is to be stored off -site for the entire PUD.
Other- Drive -Thu Facility
Per Section 5.01 of the SBLDR. all aoolications for a drive -through facilitv shall be subiect to
conditional use review and the following restrictions:
(a) Compliance with Traffic Overlay District Provisions, if applicable;
This continuing to be addressed.
(b) Compliance with an approved access management plan, providing for curb cut
consolidation and secondary access;
The access management plan appears sufficient with respect to curb cuts and number of
accesses.
(c) Mandatory technical review by a traffic consultant to determine adequate stacking
lane length and aisle width.
The applicant should provide comments from their engineer addressing this criterion.
Again, the proposal shall be evaluated for conditional use review:
a. the capacity of municipal or educational facilities
Staff does not feel that this project will adversely impact this criterion
b. the planned character of the neighborhood
Staff does not feel that this project will adversely impact this criterion
c. traffic on roadways and highways in the vicinity
As previously noted, this shall be reviewed by outside technical review.
d. bylaws in effect
This proposal is in compliance with the bylaws.
e. utilization of renewable energy resources
Staff does not feel that this project will adversely impact this criterion
CITY OF SO UTH B URLING Y ON 9 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Other- Phasing and Demolition
The applicant is actively working with staff on the phasing of building and demolition on this site. At
this time, and because this is a matter of Administrative Officer approval of compliance, this is not
an issue that the Development Review Board needs to address further. Section 13.09(E)(3) of the
Land Development Regulations require the posting of a two-year bond for the cost of removing
the existing building.
14. Prior to permit issuance, the applicant shall post a two-year bond for the cost of demolishing
and removing the existing building.
The applicant shall include a request with the preliminary plat submittal for use of 10 parking
spaces on the adjacent property since the site will be short 10 spaces until the existing bank is
demolished.
RECOMMENDATION
Staff recommends that the applicant address the numbered items above and proceed to
preliminary plat application.
Respectfully submitted,
Cath an LaRose, Associ Planner
Copy o: David G White, Contact
IePagVe 1 of 1
Jul! Beth Hinds
From: Juli Beth Hinds
Sent: Tuesday, August 28, 2007 11:38 AM
To: David G. White
Subject: Traffic Overlay for K-Mart & Merchants
The Oracle Speaks:
Because Merchants Bank shares its access to Shelburne Road with K-Mart, what
we'll have you. do is to project the ITE trip ends for (a) the occupied K-Mart space
and (b) the existing and proposed banks.
The property is in zone 3 for traffic overlay, giving you 45 trip ends per 40,000 SF
for a traffic "budget." As big as that total property is, you're probably well within
the budget even with K-mart's trips added in. If you're over it, we may want to
use existing counts for the site as the baseline. The bank would be eligible for the
"internal absorption of trips" reductions in Appendix B as well.
Juli Beth Hinds, AICP
Director of Planning & Zoning
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
(802) 846-4io6/4101 fax
jhinds@sburl.com
www.sburl.com
1/15/2008
Technical Memorandum
Peak Hour Trip Generation
Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
January 23, 2008
Background
The Merchants Bank presently operates a drive-in bank branch located at 929 Shelburne Road; located in
Burlington Plaza (more commonly referred to as "K-Mart") on the west side of Shelburne Road south of
I-189. Burlington Plaza was originally developed in 1968 as a 12.02 acre planned unit development
(PUD). Tenants of its primary building on the west side of the property originally included a K-Mart
store (60,671 sf), a Martin's supermarket (20,550 sf) and 18,050 sf of other retail. The other retail space
included a cinema complex, a drugstore, a dry cleaner and a video store. Presently, only K-Mart remains
and the remaining 38,600 sf is vacant.
In 1974, Merchants Bank constructed an approximately 1,000 sf drive-in bank in a free-standing modular
building that was originally intended to be a "temporary" facility. This building is located on a 17,075 sf
lease lot on the east side of the property closer to Shelburne Road. The existing bank building has
exceeded its original design life, and Merchants desires to replace it with a new state of the art facility.
The new Merchants Bank drive-in bank is proposed to be a 2,100 sf facility located just north of the
existing bank, and will be located on an expanded 1.02 acre lease lot.
K-Mart presently has two accesses, one directly onto Shelburne Road at a signalized major intersection,
and the other onto Queen City Park Road at an unsignalized intersection. Also just opened is a new
connection with Hannaford Drive and Fayette Road; providing a new alternative access route for trips
traveling to and from the south. All accesses are used by Merchants Bank customers.
Merchants Bank Peak Hour Trips
Although there are numerous historical traffic counts and studies along Shelburne Road in this immediate
area, none have specifically determined the number of peak hour trips generated by the existing
Merchants Bank drive-in bank.
The peak hour trip generation of the existing bank was determined from a pm peak period count (4:00-
6:00 pm) performed by this office on Friday, August 10'h. During that two-hour period, the bank's trip
generation peaked from 4:00-5:00 pm at 196 vehicle trip ends per hour (vte/hour). The lobby closes at
5:00 p.m., but the drive -up windows stay open until 5:30 on Fridays. Because of this, the bank's trip
generation during the peak hour of adjacent street traffic (4:15-5:15 pm) was observed to be slightly
lower at 175 vte/hour.
During the 4:00-5:00 pm peak hour, 132 of the 196 trip ends (67%) entered and exited via the Shelburne
Road access. Of the 98 peak hour customers, 31 utilized the drive up windows and 67 parked and walked
in.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
Page 2
The City of South Burlington's Land Development Regulations includes a Traffic Overlay District
(TOD); in which the Shelburne Road / K-Mart intersection would be classified as Zone 3. The weekday
pm peak hour trip generation in Zone 3 is limited to 45 vte/hour/40,000 sf of lot area. Applying that to
the proposed 1.05 acre lease lot results a peak hour trip cap of 52 vte/hour. We understand that this cap
would be applied to only those trips entering and exiting via the Shelburne Road access/intersection.
For this facility, based on Section 10.02 F. (3) of the Traffic Overlay District (TOD) regulations, it is our
opinion that the 4:00-5:00 pm (196 vte/hour) represents the one -hour time period that is being regulated.
Also, under Section 10.02 H. (2), the existing peak hour trip generation is the maximum allowed for the
site. Thus, Merchants Bank is grandfathered at 196 vehicle trip ends.
Additionally, Section 10.02 F. (2) requires that the peak hour trip generation of new proposed uses be
estimated using ITE trip generation rates'. For the proposed 2,100 sf facility, applying the ITE peak hour
of adjacent street traffic rate of 45.74 vte/hour/1,000 sf results in 96 vte/hour; well below the existing
peak hour trip generation.
The high number of peak hour trips being generated at the existing bank raises questions of why a larger
new facility wouldn't generate more trips. Having discussed this with the Merchants Bank, we
understand that the number of banking transactions has dropped at this location, and that the proposed
redevelopment is necessary step to remain competitive. They believe that some of this is due to the
existing facility being functionally obsolete, unattractive and not meeting current code requirements (e.g.
ADA). They also note that the general trend in the banking industry is of customers doing more of their
banking by electronic transactions (debit cards, credit cards, automatic deposits and electronic bill
paying) rather than depositing and cashing conventional paper checks. The increased availability and use
of ATM's at non -bank locations has also contributed to this trend.
Future trip patterns at this location will also be altered by the opening of the new connection to
Hannaford Drive and Fayette Road. This will create opportunities for internal capture of multi -purpose
trips as well as to redirect some portion of existing trips now presently entering and exiting via the
Shelburne Road / K-Mart intersection.
The proposed site plan of the new bank facility will also provide improved internal traffic circulation,
pedestrian accessibility, safety and aesthetics (traffic calming). The existing bank has two curb cuts
directly onto the main roadway serving the plaza. One of these is located within 20 ftf of Shelburne
Road, and its turning movements will occasionally cause brief delays to vehicles as they enter from
Shelburne Road. Both existing curb cuts will be closed and replaced with new curb cuts located on the
west side of the bank's parcel away from the main flow of traffic entering and exiting via Shelburne
Road. The new bank layout will also provide improved queue storage for the drive-thru lanes.
Trip Generation, Institute of Transportation Engineers, 7" Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
Page 3
Conclusion
In summary, we conclude that the existing Merchants Bank facility located at 929 Shelburne Road is
grandfathered at a higher number of peak hour trips (196) than what would ordinarily be estimated
through the use of ITE trip generation rates. Redevelopment of this facility with anew 2,100 sf building
would normally be estimated to generate a total of 96 peak hour trips. While the larger size of the new
facility has the potential to attract additional customers, this is considered to be unlikely. Further, it is
our opinion that the opening of the new access/connector linking K-Mart with Hannaford Drive and
Fayette Road, combined with the improved internal traffic circulation provided by the redeveloped bank
site, will provide for a net benefit for traffic flow as described in Section 10.02 H. (3) of the Traffic
Overlay District Regulations.
Lamoureux & Dickinson
Consulting Engineers, Inc.
0GWf�pA
DRUID G. WHITE E ASS0[IRTES, INC.
fealty Rduisufs
MEMORANDUM
TO: Cathyann Larose and Ray Belair
MM: Stephanie Hainley
URTL March 26, 2008
K: Merchants Bank — Staff Report Comments and Responses
In our review of the Merchants Bank staff report, we found a few points that deserve
clarification:
1) Subdivision: Per item 8(f) of the submitted application form, the Merchants is
seeking subdivision approval as part of this application. The Project Description in the
staff report states that Merchants Bank is requesting sketch plan review for a planned unit
development. It might be clearer if the first line of the report, reads: "Merchants Bank,
hereafter referred to as the applicant, is requesting sketch plan for subdivision and for
PUD site plan review for a planned unit development to amend a previously approved
plan for a 100,932 sq. ft. retail building..."
2) Existing Square Footage: The Project Description also states that the existing
property has a 724 sq. ft. bank with a drive -through facility. Based on the survey work
done by Lamoureux & Dickinson, the existing branch is 985 square feet (excluding the
drive -through canopy).
3) Plans Date: A small technical error in the Comments section on Page 2 states that the
plans were submitted on September 24, 2007 — this line should read: "Associate Planned
Cathyann LaRose and Administrative Office Ray Belair, referred to herein as Staff, have
reviewed the plans submitted on January 30, 2008 and have the following comments."
4) Lease Lot Info.: The Zoning District and Dimensional Requirements omits the
"Lease Lot Proposed" information — this table can be found on Sheet 1 "Overall Site
Plan," prepared by Lamoureux & Dickinson and dated 1/23/08, as follows:
160 Batteq Street P. 0. 808100? Burlington, Vermont 65402-1667 P: 802 6 62 1225 1: 802 862 3661
MAXIMUM
PUD
PUD
LEASE LOT
ALLOWED
EXISTING
PROPOSED"
PROPOSED
COVERAGE:
BUILDING COVERAGE 40%
19.6%
20.0%
7.0%
TOTAL LOT COVERAGE 70%
91.6%
88.6%
51.3%
FRONT YARD COVERAGE' 30%
62.1%
30.2%
17.9%
MAXIMUM BUILDING HEIGHT: 35 FT
32 FT
FRONT YARD ALONG SHELBURNE ROAD
-PROPOSED PUD" STATISTICS INCLUDE THE LEASE LOT
5) Interconnecting Access: Page 5, Condition 8 suggests that an access easement be
proposed to the property to the north, the Tire Warehouse. Although this application is
being reviewed as a PUD, Merchants is also proposing to subdivide their lot and is not
authorized to agree to conditions on the KMart portion of the site. Although
interconnecting properties makes a lot of sense along the commercially prolific Shelburne
Road, enforcing an access easement at this point could limit any future development by
KMart. We respectfully request that this be addressed when KMart brings an application
to the City at a future time.
6) Snow Storage: Condition 13 suggests that the DRB require snow storage to be shown
for the entire PUD. Similar to 5 above, this application relates specifically to the
Merchants subdivided lot and therefore, we do not believe that the Merchants plans
should show snow storage for the KMart parking lot.
7) Temporary Parking_ Condition 14 of the Staff Report suggests that Merchants show
10 parking spaces on the adjacent property during construction. Merchants agrees with
the idea that additional parking will be required and has already shown 14 temporary
spaces on the KMart site for Phases I and II — see Sheet 8 "Phasing, Demolition and
Traffic Control Plan," prepared by Lamoureux & Dickinson and dated 1/23/08.
Page 2 of 2
14 Morse Drive
Essex Junction, VT 05452
March 26, 2008
Gary Dean
Merchant's Bank
P.O. Box 1009
Burlington, VT 05402-1009
RE: The Merchants Bank
South Burlington, Vermont
Dear Gary,
Lamoureux & Dickinson
Consulting Frigineers, Inc.
Tel (802) 878-4450 Fax (802) 878-3135
Email: mail@LDengineering
As requested, we are writing to clarify the square footage of the existing Merchants Bank
Shelburne Road branch. Based on our survey data the existing square footage of the Shelburne
Road branch is 985 sf. This square footage only includes the fully enclosed spaces and does not
include roof overhang or the drive through canopy. Please contact our office with any questions.
Sincerely,
Patricia Coburn, P.E.
P:\2007\07053\deau 3-13-08.wpd
Civil Environmental Transportation Planning Landscape Architecture Land Surveying
0 G W cf�-R
DRUID G. W H I I E L ASSOCIATES,
Realty Rduism
MEMORRHOUM
TO: South Burlington Development Review Board
FROM: David White
URIL March 26, 2008
'RF: Merchants Bank, Shelburne Road — Trip Generation
On behalf of Merchants Bank, thank you for your patience over recent weeks as we asked
for a series of postponements in hearing the bank's sketch plan application for a
replacement branch on Shelburne Road. We requested postponement due to questions
that arose with regard to the City's Traffic Overlay District (TOD) regulations. We
decided it was better to take the time to thoroughly research and address the questions
before proceeding. This cover memo and the two attached memoranda address the TOD
related questions.
Due to major paradigm shifts in the banking industry we do not expect the Shelburne
Road branch expansion to generate new PM peak hour trips. The two attached memos
address this. The first is from Gary Dean, Facilities Manager of the Merchants Bank,
dated March 20, 2008. His memo looks at some of the changes in the banking industry
and describes how they have affected the Merchant's Bank. The second is a technical
memorandum from the Merchants' traffic engineer, Roger Dickinson, dated March 20,
2008. It examines national and local traffic data and concludes that the evidence clearly
shows there will be no increase in PM peak hour trips.
The banking industry as a whole, including Merchants Bank, has been undergoing rapid
change. Only 20 years ago it was a primarily in -person transaction based business,
whereas today it is a business that is increasingly taking place through electronic, on-line
and phone transactions. In fact, while the Merchants Bank's business is steadily growing,
in person transactions at branches are declining. In his memo, Gary Dean states that
over the past two years alone the bank has seen 3.86% customer growth, while in -person
transactions at branches has declined 3.51 %. This decline may not seem like much until
you understand it occurred despite the addition of three new branches during that time
period! Furthermore, during the same two years, debit card transactions grew by 25.65%!
168 Battery Street P. 0. 8ox 1007 Burlington, Vermont 05402-1667 P: 102 1621225 F: 802 862 3601
In his technical memorandum, Roger Dickinson examines ITE trip generation rates. He
compared ITE estimates to actual trip generation for the existing branch and to other
banks in Chittenden County and found no correlation. He also obtained a copy of a draft
of a professional article being prepared for publication that concludes that existing ITE
trip rates for drive -up banks are not reliable and that trip generation rates for banks are
declining significantly. Based on this article and his own research, Dickinson concludes
that ITE rates are not reliable for drive -up banks.
Dickinson then looks at what can be expected with regard to trip generation when a small
branch is replaced by a larger branch. In researching this he identified two locations in
Chittenden County where small bank branches were replaced in recent years. Like the
existing Merchants Bank branch, both of these were quite small, less than 1,500 sq ft.
Like the Merchants branch, both of these original branches had extraordinarily high trip
generation for their size. Both were replaced by much larger branches. One would expect
these much larger replacement branches to result in greater peak hour trip generation. In
his files, Dickinson had traffic counts for the two old branches from before they were
replaced and was able to compare this data to current counts. The comparison shows that
on the average, trips to the new larger branches are actually slightly less than they were at
the smaller branches they replaced! As remarkable as this seems, it is a clear illustration
of how dramatic the changes are that are occurring in the banking industry.
The new branch is an important part of the Merchants' business plan and growth strategy.
But they do not expect the growth to occur in in -person transactions. A larger, more
attractive branch will play a role in retaining existing customers and attracting new ones.
But the branch's role is much more that of a marketing and sales tool than it is a
transaction role. The growth they hope to stimulate will not be in in -person transactions —
the growth will be in electronic, on-line and phone transactions.
I ask that you read the enclosed information — Gary Dean's memo that describes industry
trends and the Merchants' experience, as well as Roger Dickinson's memo that examines
the actual peak hour traffic numbers for banking today and what that means for the
proposed Merchants Bank Shelburne Road branch. Bottom line: the objective evidence
leads to the conclusion that no increase in peak hour trips is expected.
Page 2 of 2
merchants'
BANK
MEMORANDUM
TO: South Burlington Planning & Zoning
Development Review Board
FROM: Gary Dean
DATE: March 20, 2008
RE: Merchants Bank — Banking trends at the national and local levels
Over the past decade, the banking industry has experienced a trend of declining
in -person banking transactions and the rapid growth of banking via electronic,
on-line and cash -back transactions with the boom in debit card use and via
phone. National trends in banking are clear: individual branches have not
become obsolete, but the role of the branch has changed from a place for
transactions to a marketing tool with a focus on identity for the customer.
Merchants Bank's own experience is consistent with this national shift. Regarding
the Shelburne Road branch, we believe it is important to upgrade the facility to
help retain existing customers and attract new ones, but that does not translate
into increased peak hour vehicle trips. How do we grow without increased trips?
We grow the same way as the rest of the banking industry, through increased
electronic transactions, such as direct deposits, and on-line banking services.
I. The Declining In -person Transactions — Increasing Online
Articles in banking journals as well as the popular press are filled with information
about the decline in in -person transactions in favor of online account
management. According to an article from the Bradenton Herald, Tampa Bay,
FL, (July 2006), the 1990s brought about many changes that promoted online
banking. The push to do things electronically instead of in -person was
incentivized by dropping online fees for checking balances, paying bills and
transferring funds. This trend has continued and can be seen in many financial
institutions beyond banks. Investment firms - such as Merrill -Lynch & Fidelity -
and insurance companies - such as State Farm & Allstate - have enhanced their
web functions to increase their customer base through online transactions. Banks
have specifically attempted to adapt their practices and business structure to
facilitate customer use of call centers and the web to expand their customer
base.
A. On-line Bankinq
The bottom line is that more banking customers are switching to online banking
rather than paper checks and in -person transactions. According to the research,
the industry has seen a "164 percent increase in online banking [in the] past few
years," ("Internet Banks — The way of exposure," Ecommerce Journal, Dec. 21,
2007). "Handheld wireless communication devices... [are] the next big delivery
Page 1 of 4
channel for bank services, and one more chisel chipping away at the bricks -and -
mortar branch" ("Branches becoming window dressing for banks," Bankwatch,
June 2006). And "looking ahead, self-service tools will help consumers stay
connected to their financial portfolios at home or on the go" ("Creating," Bank
Systems & Technology Journal, May 2005).
B. Cash -Back Merchant Transactions
Another part of this decline in visits to the bank is the increased use of debit
cards and subsequently, the use of the cards to get cash back rather than visit an
ATM or make a withdrawal from one's account. According to the article
"Banking's New Frontier', (The Sacramento Bee, Sacramento, CA, July 2004)
the use of paper checks has been overtaken in favor of debit cards. This also
means a shift away from trips to the ATM in favor of the cash -back option at the
site of merchant operations. "Seventy-four percent of debit POS users surveyed
said that the cash back feature has reduced their trips to ATMs" ("Financial
Institutions...," ABA Banking Journal, March 2007). It is believed by those within
the industry that this is innately tied to the increase of electronic banking by
younger generations.
C. Call centers & phone customer capabilities
Proving that the personal touch is still very important though, studies show that
the availability of live -chat for their online banking needs can satisfy the need for
the direct contact once achieved by meeting with a teller or banker in person.
And, in fact, it not only satisfies the need, but seems to generate more business
than before. "Indeed, Bank of America credits its live -chat capabilities for helping
to fuel an 800 percent jump in online sales of mortgages in the first quarter
compared with a year earlier, while home -equity loan volume doubled." ("Online
banking is starting to get personal," The Bradenton Herald, July 2006.)
II. The Need for Branches
Despite the increase in online management and electronic transactions, studies
show that the future of banking cannot rely solely on the internet, cash -back and
phone operators. One article confirms that "physical marketing may be a key
part" to maintaining a customer base. "Seeing a branch confers 'peace of mind' -
you could go to a branch and talk to a person."' ("Branches becoming a window
dressing for banks," Bankwatch, June 2006.) The evolution, however, is that
bank branches take on a new meaning and function for customers. According to
a 2005 article by Herman Miller, Inc., "Is This Really a Bank? Exploring new
trends in financial services," some financial institutions have allied with insurers
and securities firms in order to expand their product line and utilize their
branches as sales tools. "The look and layout of branch interiors..." plays a role
in keeping the customer satisfied and enhancing the functions for which the
customer utilizes the institution. Diversifying and catering to the customer need
is critical for the success of these branches. On article suggests that "banks can
also consider other options including placing ATMs in areas with heavy foot
traffic or providing drive -up locations" ("Financial Institutions...," ABA Banking
Journal, March 2007). Ultimately though, there is no replacement for the
physical branches: "even Gen Y require personal contact at some point in their
Page 2 of 4
financial lives" ("Can an `Internet only' bank work?"' Bankwatch, November
2006). Overall, "consumers have made it clear that they want Internet banking
and brick -and -mortar branches to exist simultaneously."
III. Merchants Bank and the Industry
Merchants Bank is not immune to the national trends described above and it is
clear that this bank must operate within the larger system and adapt as the
industry evolves.
A. Decrease in branch transactions
Over the past 2 years alone, Merchants (as a whole) has seen a 3.51 % decrease
in in -person transactions (despite adding three new branches during this period).
It has been our experience that fewer people come into a branch to conduct
business, pick-up forms or fill out applications because all of these services are
online. Our commercial customers are utilizing remote check capture capabilities
thereby eliminating their need to visit the bank. And governmental agencies
have increased their use of automatic direct deposits and debit cards for benefits
(social security, social services, etc.), that customers no longer need to visit a
branch to deposit or withdraw funds.
B. Increase online
During this same period of declining in -person transactions, Merchants has seen
a 3.86% increase in customer growth and a 25.65% increase in debit card
transactions. Likewise, our call center and bank by phone support has also seen
an increase in customer interactions, grossing 2 million calls just in 2007. The
fact that the bank has experienced growth while in -person transactions have
decreased reaffirms the theories that more and more customers do their banking
online. This is not surprising given the overall increase in US adults using the
internet for their finances over the past 10 years and the increase in younger
generation account -holders.
C. Sales
Like the article from Herman Miller explained, branch capabilities and functions
are evolving to meet this new consumer need. Merchants recognizes that need
to diversify and is looking to enhance sales staffing rather than transaction
staffing at branches throughout Vermont.
IV. Merchants Bank's New Branch
Based on the above, Merchants needs a redesigned branch at Shelburne Road
to retain current customers, while attracting new ones as well. The most
important factor of this research though, is that despite customer growth, in -
person transactions are decreasing in favor of online banking and account
management. We have no plans to increase staffing at this branch. There will be
the same number of teller windows and staffed drive -up lanes (although we are
changing from a walk-up ATM to a drive -up ATM). The current branch is
overcrowded and inadequate for both customers and staff. Like the articles
explain, bank branches now have to be accommodating for account -holders and
must also act as a sales tool and provide peace of mind for customers. The
current branch at Shelburne Road is seriously outdated and it is our intent that a
Page 3 of 4
more modern branch will satisfy the evolving needs of customers and respond to
the challenges of the changing industry. The new building will have a conference
room and a manager's office that will allow for multiple customers to be in the
office at a time. Customers will have enough lobby space not to feel crowded.
Additional new areas for utilities, branch storage and an employee break area
are also included in the new building. Merchants would like to grow its customer
base by providing a presentable, attractive bank, while recognizing that use of
electronic and online services will be where the growth occurs. Our projections
are that despite the proposed increase in square footage and the switch from a
walk-up to a drive -up ATM, actual peak hour vehicle trips to the bank will not
increase.
Page 4 of 4
Technical Memorandum
Peak Hour Trip Generation
Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
March 20, 2008
Background
The Merchants Bank presently operates a drive-in bank branch located at 929 Shelburne Road;
located in Burlington Plaza (more commonly referred to as "K-Mart") on the west side of Shelburne
Road south of 1-189. Burlington Plaza was originally developed in 1968 as a 12.02 acre planned unit
development (PUD). Tenants of its primary building on the west side of the property originally included
a K-Mart store (60,677 sf), a Martin's supermarket (21,121 sf) and 19,144 sf of other retail. The other
retail space included a cinema complex, a drugstore, a dry cleaner and a video store. Presently, only K-
Mart remains and the remaining 40,265 sf is vacant.
In 1974, Merchants Bank constructed a 985 sf drive-in bank in a free-standing modular building that
was originally intended to be a "temporary" facility. This building is located on a 0.39 acre lease lot on
the east side of the property closer to Shelburne Road. The existing bank building has exceeded its
original design life, and this Project will replace it with a new state of the art facility.
The new Merchants Bank drive-in bank is proposed to be a 2,100 sf facility located just north of the
existing bank, and will be located on an expanded 1.02 acre lease lot. The remaining Burlington Plaza
site layout will remain unchanged.
Burlington Plaza originally had two accesses, one directly onto Shelburne Road at a signalized major
intersection, and the other onto Queen City Park Road at an unsignalized intersection. Also just opened
(January 2008) is a new connection with Hannaford Drive and Fayette Road; providing a new alternative
access route for trips traveling to and from the south. All three accesses are also used by Merchants
Bank customers.
Traffic Overlay District
The City of South Burlington's Land Development Regulations includes a Traffic Overlay District
(TOD); in which the Shelburne Road / K-Mart intersection would be classified as Zone 3. The weekday
pm peak hour trip generation in Zone 3 is limited to 45 vte/hr/40,000 sf of lot area. Applying that
results in the peak hour trips shown in Table 1. We understand that this cap would normally be applied
to only those trips entering and exiting via the Shelburne Road access/intersection.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 2
Table 1 - TOD Peak Hour Trip Budget
Lot
Size (ac)
Peak Hour
Trips (vte/hr)
Burlington Plaza
11.63
570
Merchants Bank
0.39
19
Totals
12.02
589
Existing Burlington Plaza Peak Hour Trips
Ordinarily, the peak hour trip generation of a shopping center such as this could be determined
from traffic counts at its entrances and exits. Previous traffic counts from when the plaza was fully
occupied were researched. Historically, however, there has been a significant volume of external traffic
that has used Burlington Plaza as a short-cut between Shelburne Road and Queen City Park Road. This
has now been further expanded by the new connection to Hannaford and Fayette Drives to the south.
This short -cutting inflates traffic counts at the Shelburne Road/K-Mart intersection and renders that
data unusable for determining Burlington Plaza's historical peak hour trip generation.
Previous traffic studies for nearby development(s) were also researched. The most recent major
study involving this parcel was one that this office prepared for the adjacent Southland development in
the early 1990's. That study separated Burlington Plaza (including the Merchants Bank) trips from the
above cut -through traffic, and estimated its pm peak hour trip generation to equal 1,052 vte/hr.
Consequently, we turned to ITE' to estimate the existing trips based on the plaza's historical use.
Based on full occupancy of those uses which pre -date the City TOD regulations, the existing Burlington
Plaza (excluding Merchants Bank) is estimated to generated 813 weekday pm peak hour trips, as shown
in Table 2. When combined with Merchants' actual trips, this produces a total trip generation of 1,009
pm peak hour trips to use as the trip generation budget under the TOD regulations.
Table 2 — Existing Weekday PM Peak Hour Trips
Use
Size (sf)
Trips (vte/hr)
Shopping Center (Land use 820)
79,821
540
Supermarket (Land Use 850)
21,121
273
Sub -Totals
100,942
813
Merchants Bank
985
196
Totals
101,927
1,009
Trip Generation, Institute of Transportation Engineers, 7`h Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 3
Existing Merchants Bank Peak Hour Trips
A pm peak period trip generation count (4:00-6:00 pm) at the existing Merchants Bank was
performed by this office on Friday, August 10, 2007. During that two-hour period, the bank's trip
generation peaked from 4:00-5:00 pm at 196 vehicle trip ends per hour (vte/hour). The lobby closes at
5:00 pm, but the drive -up windows stay open until 5:30 on Fridays. Because of this, the bank's trip
generation during the peak hour of adjacent street traffic (4:15-5:15 pm) was observed to be slightly
lower at 175 vte/hour.
During the 4:00-5:00 pm peak hour, 132 of the 196 trip ends (67%) entered and exited via the
Shelburne Road access. Of the 98 peak hour customers, 31 utilized the drive up windows and 67 parked
and walked in.
For this facility, based on Section 10.02 F. (3) of the Traffic Overlay District (TOD) regulations, the
4:00-5:00 pm (196 vte/hour) represents the one -hour time period that is being regulated. Also, under
Section 10.02 H. (2), the existing peak hour trip generation is the maximum allowed for the site. Thus,
Merchants Bank is grandfathered at 196 vehicle trip ends.
Proposed Merchants Bank Peak Hour Trips
Section 10.02 F. (2) of the Traffic Overlay District regulations requires that the peak hour trip
generation of new proposed uses be estimated using ITE trip generation rates, provided that the
Development Review Board "...may approve or require traffic generation estimates from other sources,
including local traffic counts, ... if a use contains unique characteristics that cause it to differ from
national traffic estimates".
For the proposed 2,100 sf new bank branch, applying the ITE peak hour of adjacent street traffic
rate of 45.74 vte/hr/1,000 sf results in 96 vte/hr. Alternatively, applying the ITE peak hour of adjacent
street traffic rate for drive up lanes of 51.1 vte/hr/lane results in 102 vte/hr existing and 153 proposed.
Both of these estimates are well below the existing peak hour trip generation of 196 vte/hr.
The large variance between actual (196 vte/hr) and estimated (45-102 vte/hr, existing and 96-153
vte/hr, proposed) peak hour trips of the existing Merchants Bank raises serious questions concerning
the accuracy of using ITE trip generation data for drive-in banks. Indeed, this issue has been the subject
of research published in the ITE Journal going back at least 15 years as traffic engineers have observed
major changes in the banking industry and questioned the impacts of those changes on trip generation
characteristics. This research initially focused on the impact of ATM use. More recent research has also
examined growth in electronic transactions, such as direct deposit, debit cards and on-line banking. It is
clear that how people bank, the frequency with which they visit a bank in person and the timing of
when those visits occur has changed over the last 10-15 years.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 4
While researching available studies on drive-in bank trip generation, we also obtained a copy of a
recent as -yet unpublished article; 21" Century Banking;, 20`h Century Data, a copy of which is enclosed as
Appendix A. Normally we would not reference an unpublished article, but it also highlights current
issues with ITE trip generation rates for drive-in banks.
Based on the above, the next step was to better assess how local drive-in bank trip generation data
compares to ITE rates, and more importantly to examine the question of what occurs when an existing
smaller bank branch is replaced with a larger modern branch.
For this, we identified two bank branches in Chittenden County that have been replaced in recent
years. Both locations involve Chittenden Bank branches, one in South Burlington and the other in
Williston, that were upgraded to more modern and larger facilities. Traffic counts were available for
both old locations before the new facilities were constructed. For comparison we conducted counts of
the new facilities.
The first was originally located at the north end of the former Factory Outlet Mall (now Shaw's) on
Shelburne Road in South Burlington. That location was replaced by a new facility located a short
distance south at the corner of Shelburne Road and Hannaford Drive. Table 3 compares the old vs. new
characteristics and peak hour trip generation at this location. At the time of the original counts, the
status of the drive-thru lanes was in flux, with one of the original two lanes being open during the 1992
counts, and both lanes being closed during the 1993 counts.
Table 3 - Shelburne Road Chittenden Bank Comparison
Location/Year
Gross Floor Area (sf)
# Drive -In Lanes*
Peak Hour Trips
Original Facility
1992
1,440
1
212
1993
1,440
0
209
New Facility - 2008
3,585
4
181
* including ATM lane at new facility, ATM was walk-up at original facility
The second was originally located at the east end of the Taft Corners Shopping Center in the
northeast quadrant of Taft Corners in Williston. That was similarly replaced by a new facility located a
short distance north along VT Route 2A in Blair Park. Table 4 compares the old vs. new characteristics
and peak hour trip generation at this location.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 5
Table 4 - Taft Corners Chittenden Bank Comparison
Location/Year
Gross Floor Area (sf)
# Drive -In Lanes*
Peak Hour Trips
Original Facility - 1992
1,200
2
178
New Facility - 2008
3,585
4
200
• including ATM lane
The peak hour trips shown in Tables 3 and 4 were obtained from traffic counts performed by this
office on the following dates. All are Friday counts:
• Shelburne Road - September 25, November 13 & December 4, 1992 (average of those three
days), December 3 & 10, 1993 (average of those two days) and March 7, 2008.
• Taft Corners -January 10, 1992 and March 7, 2008
The comparisons shown in Tables 3 and 4 very clearly show that ITE trip generation rates cannot be
reliably used to estimate drive-in bank peak hour trip generation regardless of which independent
variable (gross floor area or # drive-in lanes) is used. Indeed, the graphical plot of data points from
which the ITE drive-in bank trip generation rate is derived (copy attached as Appendix B) shows a very
large amount of scatter (variance) in the data, particularly in the 1,000 - 4,000 sf range. There is almost
no direct correlation, between size, as measured by gross floor area, and the actual number of peak
hour trips'. Thus, statistically, any estimate of peak hour trips calculated using ITE trip generation rates
for drive-in banks would have a very low level of confidence.
It is notable that the trip generation of the original facilities greatly exceeded ITE rates at both of
these Chittenden bank locations, regardless of the independent variable used. The Shelburne Road
branch generated 147 vte/hr/1,000 sf and the Tafts Corners branch generated 148 vte/hr/1,000 sf
compared to the ITE rate of 45.74 vte/hr/1,000 sf. Similarly, the Shelburne Road branch generated 212
vte/hr/drive-up lane and the Tafts Corners branch generated 89 vte/hr/drive-up lane compared to the
ITE rate of 51.1 vte/hr/drive-up lane.
The existing Merchants branch exhibits similar characteristics. At only 985 sf with two drive -up
lanes, it generates 196 pm peak hour trips, equal to 199 vte/hr/1,000 sf or 98 vte/hr/drive-up lane.
Averaging the before and after peak hour trips at the two local Chittenden Banks that have been
upgraded similar to the proposed Merchants Bank indicates a decline in peak hour trips (200 vte/hr
before and 191 vte/hr after). This decrease is statistically insignificant; thus we would conclude from
this that there was no change in the peak hour trip generation at those two locations.
The authors of the draft article in Appendix A also reached the same conclusion with respect to their
data.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 6
Based on recent research showing declining peak hour trip rates at drive-in banks, combined with
actual data from the two local Chittenden Bank branches where there was no material change in peak
hour trips when they expanded, we conclude that the new Merchants Bank will generate the same
number of peak hour trips as it currently generates.
Other Traffic -Related Site Improvements
The TOD regulations also provide for approval of peak hour volumes above the standards if site
improvements are proposed that will improve access management, internal circulation, connections
between adjacent properties and improved pedestrian and/or transit access such that there will be a
net benefit for traffic flow in the immediate vicinity.
The proposed site plan of the Merchants Bank will provide improved internal traffic circulation,
pedestrian accessibility, safety and aesthetics.
The existing bank has two curb cuts directly onto the main roadway serving the plaza. One of these
is located within 20 ft± of Shelburne Road, and its turning movements will occasionally cause brief
delays to vehicles as they enter from Shelburne Road. Both existing curb cuts will be closed and
replaced with new curb cuts located on the west side of the bank's parcel away from the main flow of
traffic entering and exiting via Shelburne Road.
The new bank will also improve pedestrian access to existing sidewalks along Shelburne Road and
nearby bus stops, and provide improved internal traffic circulation for parking and the drive-in lanes. A
new sidewalk will also be constructed along Burlington Plaza's major access to Shelburne Road; thereby
improving pedestrian circulation and safety in that area as well.
Drive -In Lane Queuing
It was also requested that internal queuing at the proposed drive-in lanes be examined. The
existing bank has two drive-in windows. Our office observed the existing bank's drive-in windows on
Friday, February 15`h, 2008 during the noon peak hour (12:00-1:00 pm). During that hour 33 vehicles
utilized the two drive-in windows. That volume compared well with the peak hour trip generation
count on Friday, August 10, 2007, during which 31 vehicles used the drive-in windows during the 4:00-
5:00 pm peak hour.
During our observations on February 151h, the maximum number of vehicles at the two windows
combined totaled 5 vehicles (2 vehicles in one lane and 3 vehicles in the other). The layout of the
proposed branch provides adequate storage for up to 9 vehicles (including those vehicles being serviced
and allowing 25 ft per vehicle). It is worth noting that customers viewing a long drive-in lane queue will
often park and walk into the bank instead, therefore minimizing further queuing.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 7
Our recent traffic counts at the two local Chittenden Bank facilities also support the above
conclusions. At the Taft Corners location, where two of the three drive-in lanes were open, the
maximum observed queue equaled 5 vehicles. At the Shelburne Road location, where all three drive-in
lanes were open, the maximum observed queue equaled 3 vehicles.
Conclusion
In summary, the existing Merchants Bank facility located at 929 Shelburne Road is grandfathered at
a higher number of peak hour trips (196) than what would ordinarily be estimated through the use of
ITE trip generation rates. Using ITE rates, the proposed redevelopment of this facility with a new 2,100
sf building is estimated to generate a total of 96 peak hour trips, about half of what it currently
generates. While for most uses the larger size of the new facility would ordinarily be projected to
attract additional customers, recent research on the changing characteristics of drive-in banks
combined with actual before and after pm peak hour trip generation data from two local banks that
have upgraded and expanded, shows that this is unlikely. The trip generation of the new Merchants
Bank facility is expected to be no greater than that of the current facility.
This Project will result in a net benefit in traffic flow, as defined in the Traffic Overlay District
regulations, through improved access management, internal traffic circulation and pedestrian access.
cc
;* 5 Eivil Z
1p
Z�NSE�
/0NALENG �\\\
Lamoureux & Dickinson
Consulting Engineers, Inc.
Appendix A
21" Century Banking, 20"' Century Data
Lamoureux & Dickinson
Consulting Engineers, Inc.
21°` CENTURY BANKING, 20th CENTURY DATA
by
Kenneth E. Fears, P.E., P.T.O.E.
and
Joseph J. Staigar, P.E., P.P.
'A
Ten
been a tremendous revolution in the banking industry. This revolution is built upon
modem tecbnology.
Trip generation and parking data published by the Institute of Transportation Engineers
(ITE) is based primarily upon studies from the 1970's, 19M and early 1990's. That was
a time when, if you had any banking to do, you went to your bank and either used the
drive-thru lane or parked and walked into the lobby to transact your business. The trend
toward ATM machines was just getting off the ground.
21" CENTURYBANKING
Today, ATM's are present and available 24 hours a day for your convenience at most
banks. They are also available at other facilities such as supermarkets, convenience
stores, liquor stores and similar places of business.
The technological revolution in banking is not just due to ATM machines. Direct deposit
has become a very common way of providing payroll checks to employees. With direct
deposit; the classic. lunchtime Friday bank rush to cash or deposit your paycheck no
Page 1
longer exists to the intensity it once was. Online banking allows much of our banking
activity to be conducted from your home at any hour of the day or night.
In the northeast, there has been a strong trend for creation of a number of small branch
offices, typically on the order of 2,500 to 4,000 square feet. Another trend is for banks to
be open longer hours. No longer are "bankers' hours" considered to be 9 to 3, but 7:30
AM to 8:30PK inclusive of Sundays. For those few times that you still need to go to a
bank, not only are there now more offices for you to choose from, but more hours to
conduct your banking business. This allows trip intensity to be diffused among a number
of such sites, and over more hours of the day as well as days of the week.
The banking industry has changed. Brief observation of activity at a number of banks
suggests that the ITE trip ratx=no longerVapplicable. The change in banking
R k'U'J &
technology suggests why those rates may no longer be applicable. SAk
To assess the change in an objective rather subjective manner, research counts were
Ass/
-sehedated at a number of bank branch offic In selecting our study locations, we tied
-to- includ several data points for each of the six bank corporations that provided
permission for our research. All of the sites studied were stand-alone banks in suburban
areas. The corporations involved ranged from one co".rataea-whe"he three sites
studied to a chain that may be the
biggest but is certainly considered to be the busiest in New Jersey. One constant among
Page 2
the study sites was that the banking organizations insisted that their facilities remain
anonymous. This was due to their concern for privacy for their clients.
Having made assurances as to the confidentiality of the intbmmation gathered, permission
was obtained and data collection was begun. Our count periods included the AM street
peak hour between 7:00 and 9:00, during which three of the 24 sines studied were open, a
mid-weekda} m 11:00 AM to 1:00 .PM, a mid -weekday from 4.00 PM to 6:00 PM, a
r.
Friday from 11.00 AM to 1:00 PM, a Friday from 4.00 PM to 6:00 PM, and a Saturday
from 9:00 AM to 1:00 PM. Data was collected in 15-minute intervals. We measured the
volume of traffic in and out of the site, the number of vehicles parked, the number of
vehicles using the drive-thru, and the number of vehicles wh&were in queue (vehicles
stopped, waiting for drive-thru service). We recorded the approximate square footage of s4va a
SA A —'-AY
the building and the total number of drive-thru lanes, whether in active use or not or w
J
the street peak hours and the peak hours of generator, we examined the data and A&I4
identified the four consecutive study pLn:ods with the lar esP t volume. Where on -street
i
ld�7- parldng was available to the surveyed bank, each walk-in customer was considered a trip
Z �Ltxo7
in and trip out
eA
t1� .
f Historically, Fridays`bave been special days for the banking industry. We treated them as
such in our study by separating Friday data from other weekday data.
Banking hours vary. Most of the banks studied were not open prior to 9:00 AM. At
some of the sites studied we did not obtain data for extended hours in the morning and
Page 3
afternoon, just for the street peak Dour data_ In every case, however, sufficient data was
gathered to allow comparison with Information from the Institute of Transportation
Engineers.
The results were strongly supportive that the tri rates and padcing rates currently
available .w4hHnst� are no onger applicable in today's banldng worl� r� �,$;;�• " "�
A
The notable exception is in the number of vehicles parked. We found an average parking G/luwalkk
rate of 4.4 vehicles per 1,000 square feet. This correlates closely with the IT.F average
value of 3.49 vehicles per 1,000 square feet and for the 85 h percentile value of 4.62
vehicles.
TRIP GENERATIONDATA
The two summary tables provide 4u esQf the data comparisons in terms of trip
generation for our study conditions. Table I addresses trip rages per 1000 SF. Table 2
addresses trip rates r lane. .S AL k A, ��- �
1
Friday trip data was considered separately. O Friday rates were found to be 25.8 trips
w " per 1,000 square feet and 38.8 trips per lane per hour. Just as Fridays are considered to
be non -typical days for traffic studies, we believe that Friday data should be treated as
non typical but professionals should be aware of rate differences.
DRIVE THRUDATA r,44,
"" +.Page 4 Ctl / 1�T d�' ���'` L �v-
7� '� `"J
4 r"
j" 1
iAabl
In May, 1995, an article titled "Queuing Areas for Drive Thru Facilities" was published J6'� '
�t
in the ITB Journal. Data collected at that ,time for batik drive-thm queue activity found is
up to eight vehicles per lane and up to 30 vehicles, total, in queue. It is reported in that
study that "...the most common maximum number -in -the -system at a bank drive-thru
facility fell bctwecn six and ten vehicles ... ". By comparison, in our study the
maximum drive-thru queue was found to be five vehicles for the total system, regardless
of number of lanes. We did not identify queuing per lane. Of the 19 sites for which
drive-thru data was collected, the average number of vehicles in queue during our study
periods was 2.9 vehicles, a dramatic reduction since the 1995 publication. f-µ /0
Lf ,tom
IZ14 t e»kr', ,� s 41,- JI/-
PARKING DATA
In reviewing the data, drive-thru volume and queuing as well as total site volume is
l /, -NCT-r -,Y4 a4�
substantially aedtxed from the+riar studies reportedwhile parking has held relatively
constant. It may be that although the nature of business transaction activity at a bank
office has indeed changed, the resultant magnitude of parking accumulation -an4
rmmtioa has not. While we conducted no research as to internal activity at the banks
that were part of our study, our experience is that the typical average bank size of
approximately 4,000 Si; has S to 10 employees (or 2+ employees per 10005F) during the
maximum shif oar observations were that teller lines were quite short or non-existent.
The majority ((off bank customers appeared to be meeting with bank representatives in
small cubicles, presumably for advice about their accounts, to open or close accounts, or
to transact other business that cannot be transacted over the Internet. Such business
transactions typically are of a longer duration than teller transactions. The longer average
Page 3
sr►�d�
parking space occupancy may account for the 4igher parking accumulation even though
trip generation has decreased. If these informal observations hold true for marry sites,
that might explain the relatively consistent parking rates, while all other indicators of
activity are reduced.
White the relationship between cause and eIIect may be academically interesting, it may
not be crucial to this article. A clear finding of the article is that the bank parking found
in our study is relatively consistent with the bank parking reported by "Parking
Generation, Third Edition". Drive-thru usage is dramatically reduced from that reported
in the ITE Journal in May, 1995. Trip rates are dramatically reduced from those reported
in "Trip Generation, Seventh Edition".
DEED FOR ADDRYONAL DATA
«111
There are several weaknesses present in this study. First, no data was collected for4urban
or nnM sites. All study sites in this article were in suburban areas. Second, all study
�Ji[I]�fN
sites were in northern and central New Jersey. It would be desirable to jg t data from
other pars of the country for comparison purposes. This study does seem to show one
very clear fact, Trip rates developed from sites studied in the 2& century are no longer
applicable to 21' century bank activity. Use of the to predict activity
A
f c % ? I Xt. CenfittLc4 W 111 rosult m' a gross over -estimation of traffic activity
Page 6
Ave sA-
�s4,-14,e i
TABLE 1
BANKING TRIP RATES - KSF
AM Street Peak Hour
12.3
_ 9.8
AM Peek Hour of Generator
31.99
20.6
PM Street Peak Hour
45.74
19.4
PM Peak Hour of Generator
53.5
17.4
Mrdav Peak Hour of Generator
37.1
27.1
TABLE 2 .
BANKING TRIP RATES - LANES
Time 1TE Avg Rates Observed Rites
AM Street Peak Hour 19.38 9.1
AM Peak Hour of Generator 48-7 2&3
PM Street Peak Hour 51.1 27.3 w
PM Peak Hour of Generator 75.7
turday Peak Hour of Generator 66.87.1T.�_. - —
N
ps 7
I _W w
�L
71
Bank Research Data Sheet
Baso Data
Volumes
Rates - KSP
Rates - Lanes
Park
ParK
Max
Rafe
Rate
Max
Drive thru
AM
AM
PM
PM
Frl
Sat
AM
AM
PM
PM
Fri
Sat
AM
AM
PM
PM
Fri
Bat
81te
KSF
Lanes
Perked
KSF
Lanes
Queue
Volume
SPH
PHG
SPH
PHG
PHG
PHG
SPH
PHG
SPH
PHG
PHG PHG
SPH
PHG
SPH
PHG
PHG PHG
1
4.5
4
22
4.9
5.6
4
29
103
72
72
173
174
22.9
16.0
16.0
38,
38.7
-
25,8
18,0
18.0
43.3
43.5
2
5
4
25
6.0
6,3
5
59
179
143
130
201
174
35.8
28.6
26.0
40,2
34.8
-
44.8
35.8
32.5
50.3
43.5
3
4.6
2 '
18
4.0
9.0
2
14
65
7D
88
136
134
14.4
15,6
19.8
30,2
29.8
32.5
35,0
44.0
66.0
67.0
4
3.5
2
12
3.4
6.0
1
15
56
39
49
72
78
16,0
11.1
14.0
20,6
22,3
28.0
19.6
244.5
36.0
39.0
5
7
5,
29
4.1
5,8
3
56
178
135
159
195
127
26A
19,3
22.7
27,9
18.1
36.6
27.0
31.8
39.0
25,4
6
7 _5•
3
22 -'
4,9
7.37.3
_
�43
_
f33
156
2D9
213
186
-
28,8
34.7
45.4
47.33
26.7
._..
44,3
52.0
6917
71.0
55,0
7
2
2
19
9.5
9,6
3
12
115
-
78
214
-
57,5
-
-
39,0
107A
57.5
-
39.0
107.
8
3
3
14
4,7
4,7
2
23
-
28
-
19
10D
-
9.3
-
8,3
33.3
-
-
9.3
-
6,3
33.3
-
9
2,4
1
10
4.2
1Q0
2
10
-
62
46
-
58
45
-
21.7
19.2
-
23,3
18,6
-
SID
46.0
-
56.0
45.0
10
1 3.7
3
17
4,8 _
6.7
4
24
102
132
27,6
35.7
34.0
�
44.4
11
3.7 r
4
11
3.0
2,8
-
1 D
.._
SD
•-r-
82�
-
- 13,5
-
22.2
-
-
25-�
20.5
-
12
5.3
2
16
310
810
4
18
23
89
69
83
92
-
4,3
13.0
13.0
15.7
17.4
-
11,5
34,5
34,5
41.5
46.0
13
3,7
4
-
-
-
-
27
-
86
-
105
7.3
23.2
-
-
28.4
8.75
-
21,5
-
283
14
3,7
4
-
28
57
-
126
-
111
15.4
33.8
-
-
30.0
14.25
-
31.3
-
27.8
15 -
3,7
'
4
-
2_5„
34
58
6,76
9,2
15.7
_8,25_
8.6
___14.5
16
3.7
3
16•�
4.3
5.9
_
- 4
23•w
-
__.
, 118
-- ..--
107
-
�31
A
-•w
-
28.9
�- _
3.7
35..7
17
2.8
2
14
5.0
7,0
5
27
-
70
64
-
104
76
-
25.0
22.9
-
37A
27A
36.0
32.0
-
52.0
38.0
18
7
4
-
-
-
-
37
-
144
224
-
-
20.6
-
32.0
-
-
38,0
-
58,0
-
18
2,2
2
8
4A
4.5
1
4
14
17
12
17
16
6A
7.7
6.5
7.7
7,3
-
7.0
8.5
8,0
8.5
8.0
20
7
3
1v
211
510
2
24
46
25
25
63
7a
8.6
3.6
7.0
i1.1
-
15.3
8.3
8.3
17.7
26.0
21
4
3
9
2.3~~3.0
-
12
��
35
47
47
52
58
8.8
11.8
_IS
11.8
13.0
14.6
-
11.7
15.7
15.7
17,3
19,3
22
2
2
17
8,5
8.5
2
23
-
93
68
58
32
18
46.6
29.0
29.0
18,D
9,0
-
46.5
29.0
29.D
16.0
9.0
23
4
3
16
4.0
5.3
2
30
78
102
83
94
97
19.5
25.5
20.8
23.8
243
-
26.0
34,0
27,7
31.3
32.3
24
4
2
6
1,5
3.0
3
26
28
17
17
48
54
7A
4.3
4,3
11.5
13.5
-
14.0
0,6
6.5
230
27.0
Max
7
5
29
9.
1D,D
5
Average Ratan
9.8
20,8
19.4
17A
25.8
27.
9.1
28.3
,3
215A
38,8
37.1
Av
4,04
3.0
15,9
4.4
2.9
+FeA
Rates
12.3
31.99 45.74 63AS
37.1
19.38 48.7
51,1
76.05
68.8
1 � 1
REFERENCES
1. Institute of Transportation Engineers (ITE). Trip Generation, 71h Edition, Volume 3 of 3.
Washington, DC, USA: Institute of Transportation Engineers (ITS), 2003.
2. ITE Technical Council Conwmittee 5D-10. "Queuing Areas For Drive-Thru Facilities". ITE
Journal, Vol. 65, No. 5, (May 1995): 38-42.
3. McCourt, Ransford, S., P.B., PTCB. Parking Generation, 3rd Edition, Washington, DC,
USA: Institute of Transportation Engineers (ITE), 2004.
Appendix B
Trip Generation Drive-in Bank
Peak Hour Data
Lamoureux & Dickinson
Consulting Engineers, Inc.
9
Drive-in Bank
(912)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 47
Average 1000 Sq. Feet GFA: 3
Directional Distribution: 50% entering, 50% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
45.74 3.00 - 242.50 43.52
Data Plot and Equation
700
600
500
w
c
w
a
~ 400
m
U
L
N
N
300
Q
H
200
100
0
x. •.. ... ... • ... ............. .
j� X:
.... :.X ...... ..
ell
... ... ... ....:......:..X
X ell
X
;X
X X'.
X :•X X
XX��t :�.. •...... :.....X.....:.....X..... •......•........... ... .
?� X
X X:
.. X j( X.
X X ;
0 1 2 3
X Actual Data Points
Fitted Curve Equation: Not given
4 5 6 7 8 9 10 11 12 13 14
X = 1000 Sq. Feet Gross Floor Area
------ Average Rate
R2 = ****
Trip Generation, 7th Edition 1687 Institute of Transportation Engineers
Cathyann LaRose
From: Stephanie T. Hainley [shainley@dgwhiteassoc.com]
Sent: Tuesday, March 11, 2008 2:18 PM
To: Cathyann LaRose
Cc: David G. White; Gary Dean
Subject: Merchants Bank - Continuance to April 1 Hearing
Hi, Cathy Ann.
This email is to inform you that we would like to request a continuance of the Sketch Plan hearing for Merchants Bank to
the April 1 hearing. This will give us time to prepare additional materials and meet with P&Z staff to discuss. We look
forward to meeting with you and appreciate your understanding in this matter.
Best,
Stephanie
Stephanie T. Hainley
Research Analyst
David G. White & Assoc., Inc.
PO Box 1007
168 Battery St.
Burlington, VT
05402-1007
Phone: 802-862-1225 x16
Fax: 802-862-3601
3/11/2008
14 Morse Drive
Essex Junction, VT 05452
March 26, 2008
Gary Dean
Merchant's Bank
P.O. Box 1009
Burlington, VT 05402-1009
RE: The Merchants Bank
South Burlington, Vennont
Dear Gary,
Lamoureux & Dickinson
Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135
Email: mail@LDengineering
As requested, we are writing to clarify the square footage of the existing Merchants Bank
Shelburne Road branch. Based on our survey data the existing square footage of the Shelburne
Road branch is 985 sf. This square footage only includes the fully enclosed spaces and does not
include roof overhang or the drive through canopy. Please contact our office with any questions.
Sincerely,
Patricia Coburn, P.E.
PA2007\07053\Jean 3-13-08.wpd
Civil Environmental Transportation Planning Landscape Architecture Land Survcving
D G �A
D H U 1 0 G. UJHIIE L 8SS011HTIS. INC.
fealty RdoiSOTS
MEMOHHNDUM❑
TO: Cathyann Larose and Ray Belair
FROM: Stephanie Hainley
R I E : March 26, 2008
RE: Merchants Bank — Staff Report Comments and Responses
In our review of the Merchants Bank staff report, we found a few points that deserve
clarification:
1) Subdivision: Per item 8(f) of the submitted application form, the Merchants is
seeking subdivision approval as part of this application. The Project Description in the
staff report states that Merchants Bank is requesting sketch plan review for a planned unit
development. It might be clearer if the first line of the report, reads: "Merchants Bank,
hereafter referred to as the applicant, is requesting sketch plan for subdivision and for
PUD site plan review for a planned unit development to amend a previously approved
plan for a 100,932 sq. ft. retail building..."
2) Existing Square Footage: The Project Description also states that the existing
property has a 724 sq. ft. bank with a drive -through facilit d on the survey work
done by Lamoureux & Dickinson, the existing branc 85 are feet (excluding the
drive -through canopy).
3) Plans Date: A small technical error in the Comments section on Page 2 states that the
plans were submitted on September 24, 2007 — this line should read: "Associate Planned
Cathyann LaRose and Administrative Office Ray Belair, referred to herein as Staff, have
reviewed the plans submitted on January 30, 2008 and have the following comments."
4) Lease Lot Info.: The Zoning District and Dimensional Requirements omits the
"Lease Lot Proposed" information — this table can be found on Sheet 1 "Overall Site
Plan," prepared by Lamoureux & Dickinson and dated 1/23/08, as follows:
16B Pattoq Street P. 0. Bos 1007 9urlingtoa, 0ermon1 05402-1007 P: 802 862 1225 1: 802 862 3601
E
MAXIMUM
PUD
PUD
LEASE LOT
AL_t.OW�:D
EXISTING
PROPOSED"
PROPOSED
COVERAGE:
BUILDING COVERAGE
40°%
19.611/0
20.0%
7.(°%
TOTAL LOT COVERAGE
70°%
91.6°%
88.6%
61.3°%
FRONT YARD COVERAGE`
306%
62.1 "%
30.2%
17,9%
MAXIMUM BUILDING HEIGHT:
351=T
32 FT
FRONT YARN} ALONG SHELBURNE ROAD
"PROPOSED PUD" STATISTMS INCLUDE THE LEASE LOT
5) Interconnecting Access: Page 5, Condition 8 suggests that an access easement be
proposed to the property to the north, the Tire Warehouse. Although this application is
being reviewed as a PUD, Merchants is also proposing to subdivide their lot and is not
authorized to agree to conditions on the KMart portion of the site. Although
interconnecting properties makes a lot of sense along the commercially prolific Shelburne
Road, enforcing an access easement at this point could limit any future development by
KMart. We respectfully request that this be addressed when KMart brings an application
to the City at a future time.
6) Snow Storage: Condition 13 suggests that the DRB require snow storage to be shown
for the entire PUD. Similar to 5 above, this application relates specifically to the
Merchants subdivided lot and therefore, we do not believe that the Merchants plans
should show snow storage for the KMart parking lot.
7) TemporarParking: Condition 14 of the Staff Report suggests that Merchants show
10 parking spaces on the adjacent property during construction. Merchants agrees with
the idea that additional parking will be required and has already shown 14 temporary
spaces on the KMart site for Phases I and II — see Sheet 8 "Phasing, Demolition and
Traffic Control Plan," prepared by Lamoureux & Dickinson and dated 1/23/08.
Page 2 of 2
D G W �fl
DRUID G. IllHII[ L RSS9C101ES, INC
Nealtg Rduisors
MEMORRHOUM
10'. South Burlington Development Review Board
RA David White
OPT March 26, 2008
K Merchants Bank, Shelburne Road —Trip Generation
On behalf of Merchants Bank, thank you for your patience over recent weeks as we asked
for a series of postponements in hearing the bank's sketch plan application for a
replacement branch on Shelburne Road. We requested postponement due to questions
that arose with regard to the City's Traffic Overlay District (TOD) regulations. We
decided it was better to take the time to thoroughly research and address the questions
before proceeding. This cover memo and the two attached memoranda address the TOD
related questions.
Due to major paradigm shifts in the banking industry we do not expect the Shelburne
Road branch expansion to generate new PM peak hour trips. The two attached memos
address this. The first is from Gary Dean, Facilities Manager of the Merchants Bank,
dated March 20, 2008. His memo looks at some of the changes in the banking industry
and describes how they have affected the Merchant's Bank. The second is a technical
memorandum from the Merchants' traffic engineer, Roger Dickinson, dated March 17,
2008. It examines national and local traffic data and concludes that the evidence clearly
shows there will be no increase in PM peak hour trips.
The banking industry as a whole, including Merchants Bank, has been undergoing rapid
change. Only 20 years ago it was a primarily in -person transaction based business,
whereas today it is a business that is increasingly taking place through electronic, on-line
and phone transactions. In fact, while the Merchants Bank's business is steadily growing,
in person transactions at branches are declining. In his memo, Gary Dean states that
over the past two years alone the bank has seen 3.86% customer growth, while in -person
transactions at branches has declined 3.51 %. This decline may not seem like much until
you understand it occurred despite the addition of three new branches during that time
period! Furthermore, during the same two years, debit card transactions grew by 25.65%!
I Batterg Street P. 0. BoX 160I Burlington, hrinon1 65402-1007 P. 802 6Q 1225 1: 802 862 3601
In his technical memorandum, Roger Dickinson examines ITE trip generation rates. He
compared ITE estimates to actual trip generation for the existing branch and to other
banks in Chittenden County and found no correlation. He also obtained a copy of a draft
of a professional article being prepared for publication that concludes that existing ITE
trip rates for drive -up banks are not reliable and that trip generation rates for banks are
declining significantly. Based on this article and his own research, Dickinson concludes
that ITE rates are not reliable for drive -up banks.
Dickinson then looks at what can be expected with regard to trip generation when a small
branch is replaced by a larger branch. In researching this he identified two locations in
Chittenden County where small bank branches were replaced in recent years. Like the
existing Merchants Bank branch, both of these were quite small, less than 1,500 sq ft.
Like the Merchants branch, both of these original branches had extraordinarily high trip
generation for their size. Both were replaced by much larger branches. One would expect
these much larger replacement branches to result in greater peak hour trip generation. In
his files, Dickinson had traffic counts for the two old branches from before they were
replaced and was able to compare this data to current counts. The comparison shows that
on the average, trips to the new larger branches are actually slightly less than they were at
the smaller branches they replaced! As remarkable as this seems, it is a clear illustration
of how dramatic the changes are that are occurring in the banking industry.
The new branch is an important part of the Merchants' business plan and growth strategy.
But they do not expect the growth to occur in in -person transactions. A larger, more
attractive branch will play a role in retaining existing customers and attracting new ones.
But the branch's role is much more that of a marketing and sales tool than it is a
transaction role. The growth they hope to stimulate will not be in in -person transactions —
the growth will be in electronic, on-line and phone transactions.
I ask that you read the enclosed information — Gary Dean's memo that describes industry
trends and the Merchants' experience, as well as Roger Dickinson's memo that examines
the actual peak hour traffic numbers for banking today and what that means for the
proposed Merchants Bank Shelburne Road branch. Bottom line: the objective evidence
leads to the conclusion that no increase in peak hour trips is expected.
Page 2 of 2
E
MEMORANDUM
1' erchI nts,,�"
_;
BANK
TO: South Burlington Planning & Zoning
Development Review Board
FROM: Gary Dean
DATE: March 20, 2008
RE: Merchants Bank — Banking trends at the national and local levels
Over the past decade, the banking industry has experienced a trend of declining
in -person banking transactions and the rapid growth of banking via electronic,
on-line and cash -back transactions with the boom in debit card use and via
phone. National trends in banking are clear: individual branches have not
become obsolete, but the role of the branch has changed from a place for
transactions to a marketing tool with a focus on identity for the customer.
Merchants Bank's own experience is consistent with this national shift. Regarding
the Shelburne Road branch, we believe it is important to upgrade the facility to
help retain existing customers and attract new ones, but that does not translate
into increased peak hour vehicle trips. How do we grow without increased trips?
We grow the same way as the rest of the banking industry, through increased
electronic transactions, such as direct deposits, and on-line banking services.
I. The Declining In -person Transactions — Increasing Online
Articles in banking journals as well as the popular press are filled with information
about the decline in in -person transactions in favor of online account
management. According to an article from the Bradenton Herald, Tampa Bay,
FL, (July 2006), the 1990s brought about many changes that promoted online
banking. The push to do things electronically instead of in -person was
incentivized by dropping online fees for checking balances, paying bills and
transferring funds. This trend has continued and can be seen in many financial
institutions beyond banks. Investment firms - such as Merrill -Lynch & Fidelity -
and insurance companies - such as State Farm & Allstate - have enhanced their
web functions to increase their customer base through online transactions. Banks
have specifically attempted to adapt their practices and business structure to
facilitate customer use of call centers and the web to expand their customer
base.
A. On-line Banking
The bottom line is that more banking customers are switching to online banking
rather than paper checks and in -person transactions. According to the research,
the industry has seen a "164 percent increase in online banking [in the] past few
years," ("Internet Banks — The way of exposure," Ecommerce Journal, Dec. 21,
2007). "Handheld wireless communication devices ... [are] the next big delivery
Pagel of 4
channel for bank services, and one more chisel chipping away at the bricks -and -
mortar branch" ("Branches becoming window dressing for banks," Bankwatch,
June 2006). And "looking ahead, self-service tools will help consumers stay
connected to their financial portfolios at home or on the go" ("Creating," Bank
Systems & Technology Journal, May 2005).
B. Cash -Back Merchant Transactions
Another part of this decline in visits to the bank is the increased use of debit
cards and subsequently, the use of the cards to get cash back rather than visit an
ATM or make a withdrawal from one's account. According to the article
"Banking's New Frontier", (The Sacramento Bee, Sacramento, CA, July 2004)
the use of paper checks has been overtaken in favor of debit cards. This also
means a shift away from trips to the ATM in favor of the cash -back option at the
site of merchant operations. "Seventy-four percent of debit POS users surveyed
said that the cash back feature has reduced their trips to ATMs" ("Financial
Institutions...," ABA Banking Journal, March 2007). It is believed by those within
the industry that this is innately tied to the increase of electronic banking by
younger generations.
C. Call centers & phone customer capabilities
Proving that the personal touch is still very important though, studies show that
the availability of live -chat for their online banking needs can satisfy the need for
the direct contact once achieved by meeting with a teller or banker in person.
And, in fact, it not only satisfies the need, but seems to generate more business
than before. "Indeed, Bank of America credits its live -chat capabilities for helping
to fuel an 800 percent jump in online sales of mortgages in the first quarter
compared with a year earlier, while home -equity loan volume doubled." ("Online
banking is starting to get personal," The Bradenton Herald, July 2006.)
11. The Need for Branches
Despite the increase in online management and electronic transactions, studies
show that the future of banking cannot rely solely on the internet, cash -back and
phone operators. One article confirms that "physical marketing may be a key
part" to maintaining a customer base. "Seeing a branch confers `peace of mind'
you could go to a branch and talk to a person."' ("Branches becoming a window
dressing for banks," Bankwatch, June 2006.) The evolution, however, is that
bank branches take on a new meaning and function for customers. According to
a 2005 article by Herman Miller, Inc., "Is This Really a Bank? Exploring new
trends in financial services," some financial institutions have allied with insurers
and securities firms in order to expand their product line and utilize their
branches as sales tools. "The look and layout of branch interiors..." plays a role
in keeping the customer satisfied and enhancing the functions for which the
customer utilizes the institution. Diversifying and catering to the customer need
is critical for the success of these branches. On article suggests that "banks can
also consider other options including placing ATMs in areas with heavy foot
traffic or providing drive -up locations" ("Financial Institutions...," ABA Banking
Journal, March 2007). Ultimately though, there is no replacement for the
physical branches: "even Gen Y require personal contact at some point in their
Page 2 of 4
financial lives" ("Can an 'Internet only' bank work?"' Bankwatch, November
2006). Overall, "consumers have made it clear that they want Internet banking
and brick -and -mortar branches to exist simultaneously."
III. Merchants Bank and the Industry
Merchants Bank is not immune to the national trends described above and it is
clear that this bank must operate within the larger system and adapt as the
industry evolves.
A. Decrease in branch transactions
Over the past 2 years alone, Merchants (as a whole) has seen a 3.51 % decrease
in in -person transactions (despite adding three new branches during this period).
It has been our experience that fewer people come into a branch to conduct
business, pick-up forms or fill out applications because all of these services are
online. Our commercial customers are utilizing remote check capture capabilities
thereby eliminating their need to visit the bank. And governmental agencies
have increased their use of automatic direct deposits and debit cards for benefits
(social security, social services, etc.), that customers no longer need to visit a
branch to deposit or withdraw funds.
B. Increase online
During this same period of declining in -person transactions, Merchants has seen
a 3.86% increase in customer growth and a 25.65% increase in debit card
transactions. Likewise, our call center and bank by phone support has also seen
an increase in customer interactions, grossing 2 million calls just in 2007. The
fact that the bank has experienced growth while in -person transactions have
decreased reaffirms the theories that more and more customers do their banking
online. This is not surprising given the overall increase in US adults using the
internet for their finances over the past 10 years and the increase in younger
generation account -holders.
C. Sales
Like the article from Herman Miller explained, branch capabilities and functions
are evolving to meet this new consumer need. Merchants recognizes that need
to diversify and is looking to enhance sales staffing rather than transaction
staffing at branches throughout Vermont.
IV. Merchants Bank's New Branch
Based on the above, Merchants needs a redesigned branch at Shelburne Road
to retain current customers, while attracting new ones as well. The most
important factor of this research though, is that despite customer growth, in -
person transactions are decreasing in favor of online banking and account
management. We have no plans to increase staffing at this branch. There will be
the same number of teller windows and staffed drive -up lanes (although we are
changing from a walk-up ATM to a drive -up ATM). The current branch is
overcrowded and inadequate for both customers and staff. Like the articles
explain, bank branches now have to be accommodating for account -holders and
must also act as a sales tool and provide peace of mind for customers. The
current branch at Shelburne Road is seriously outdated and it is our intent that a
Page 3 of 4
more modern branch will satisfy the evolving needs of customers and respond to
the challenges of the changing industry. The new building will have a conference
room and a manager's office that will allow for multiple customers to be in the
office at a time. Customers will have enough lobby space not to feel crowded.
Additional new areas for utilities, branch storage and an employee break area
are also included in the new building. Merchants would like to grow its customer
base by providing a presentable, attractive bank, while recognizing that use of
electronic and online services will be where the growth occurs. Our projections
are that despite the proposed increase in square footage and the switch from a
walk-up to a drive -up ATM, actual peak hour vehicle trips to the bank will not
increase.
Page 4 of 4
Technical Memorandum
Peak Hour Trip Generation
Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
March 20, 2008
Background
The Merchants Bank presently operates a drive-in bank branch located at 929 Shelburne Road;
located in Burlington Plaza (more commonly referred to as "K-Mart") on the west side of Shelburne
Road south of 1-189. Burlington Plaza was originally developed in 1968 as a 12.02 acre planned unit
development (PUD). Tenants of its primary building on the west side of the property originally included
a K-Mart store (60,677 sf), a Martin's supermarket (21,121 sf) and 19,144 sf of other retail. The other
retail space included a cinema complex, a drugstore, a dry cleaner and a video store. Presently, only K-
Mart remains and the remaining 40,265 sf is vacant.
In 1974, Merchants Bank constructed a 985 sf drive-in bank in a free-standing modular building that
was originally intended to be a "temporary" facility. This building is located on a 0.39 acre lease lot on
the east side of the property closer to Shelburne Road. The existing bank building has exceeded its
original design life, and this Project will replace it with a new state of the art facility.
The new Merchants Bank drive-in bank is proposed to be a 2,100 sf facility located just north of the
existing bank, and will be located on an expanded 1.02 acre lease lot. The remaining Burlington Plaza
site layout will remain unchanged.
Burlington Plaza originally had two accesses, one directly onto Shelburne Road at a signalized major
intersection, and the other onto Queen City Park Road at an unsignalized intersection. Also just opened
(January 2008) is a new connection with Hannaford Drive and Fayette Road; providing a new alternative
access route for trips traveling to and from the south. All three accesses are also used by Merchants
Bank customers.
_Traffic Overlay District
The City of South Burlington's Land Development Regulations includes a Traffic Overlay District
(TOD); in which the Shelburne Road / K-Mart intersection would be classified as Zone 3. The weekday
pm peak hour trip generation in Zone 3 is limited to 45 vte/hr/40,000 sf of lot area. Applying that
results in the peak hour trips shown in Table 1. We understand that this cap would normally be applied
to only those trips entering and exiting via the Shelburne Road access/intersection.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 2
Table 1 - TOD Peak Hour Trip Budget
Lot
Size (ac)
Peak Hour
Trips (vte/hr)
Burlington Plaza
11.63
570
Merchants Bank
0.39
19
Totals
12.02
589
Existing Burlington Plaza Peak Hour Trips
Ordinarily, the peak hour trip generation of a shopping center such as this could be determined
from traffic counts at its entrances and exits. Previous traffic counts from when the plaza was fully
occupied were researched. Historically, however, there has been a significant volume of external traffic
that has used Burlington Plaza as a short-cut between Shelburne Road and Queen City Park Road. This
has now been further expanded by the new connection to Hannaford and Fayette Drives to the south.
This short -cutting inflates traffic counts at the Shelburne Road/K-Mart intersection and renders that
data unusable for determining Burlington Plaza's historical peak hour trip generation.
Previous traffic studies for nearby development(s) were also researched. The most recent major
study involving this parcel was one that this office prepared for the adjacent Southland development in
the early 1990's. That study separated Burlington Plaza (including the Merchants Bank) trips from the
above cut -through traffic, and estimated its pm peak hour trip generation to equal 1,052 vte/hr.
Consequently, we turned to ITEI to estimate the existing trips based on the plaza's historical use.
Based on full occupancy of those uses which pre -date the City TOD regulations, the existing Burlington
Plaza (excluding Merchants Bank) is estimated to generated 813 weekday pm peak hour trips, as shown
in Table 2. When combined with Merchants' actual trips, this produces a total trip generation of 1,009
pm peak hour trips to use as the trip generation budget under the TOD regulations.
Table 2 — Existing Weekday PM Peak Hour Trips
Use
Size (sf)
Trips (vte/hr)
Shopping Center (Land use 820)
79,821
540
Supermarket (Land Use 850)
21,121
273
Sub -Totals
100,942
813
Merchants Bank
985
196
Totals
101,927
1,009
Trip Generation, Institute of Transportation Engineers, 71h Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 3
Existing Merchants Bank Peak Hour Trips
A pm peak period trip generation count (4:00-6:00 pm) at the existing Merchants Bank was
performed by this office on Friday, August 10, 2007. During that two-hour period, the bank's trip
generation peaked from 4:00-5:00 pm at 196 vehicle trip ends per hour (vte/hour). The lobby closes at
5:00 pm, but the drive -up windows stay open until 5:30 on Fridays. Because of this, the bank's trip
generation during the peak hour of adjacent street traffic (4:15-5:15 pm) was observed to be slightly
lower at 175 vte/hour.
During the 4:00-5:00 pm peak hour, 132 of the 196 trip ends (67%) entered and exited via the
Shelburne Road access. Of the 98 peak hour customers, 31 utilized the drive up windows and 67 parked
and walked in.
For this facility, based on Section 10.02 F. (3) of the Traffic Overlay District (TOD) regulations, the
4:00-5:00 pm (196 vte/hour) represents the one -hour time period that is being regulated. Also, under
Section 10.02 H. (2), the existing peak hour trip generation is the maximum allowed for the site. Thus,
Merchants Bank is grandfathered at 196 vehicle trip ends.
Proposed Merchants Bank Peak Hour Trips
Section 10.02 F. (2) of the Traffic Overlay District regulations requires that the peak hour trip
generation of new proposed uses be estimated using ITE trip generation rates, provided that the
Development Review Board "...may approve or require traffic generation estimates from other sources,
including local traffic counts, ... if a use contains unique characteristics that cause it to differ from
national traffic estimates".
For the proposed 2,100 sf new bank branch, applying the ITE peak hour of adjacent street traffic
rate of 45.74 vte/hr/1,000 sf results in 96 vte/hr. Alternatively, applying the ITE peak hour of adjacent
street traffic rate for drive up lanes of 51.1 vte/hr/lane results in 102 vte/hr existing and 153 proposed.
Both of these estimates are well below the existing peak hour trip generation of 196 vte/hr.
The large variance between actual (196 vte/hr) and estimated (45-102 vte/hr, existing and 96-153
vte/hr, proposed) peak hour trips of the existing Merchants Bank raises serious questions concerning
the accuracy of using ITE trip generation data for drive-in banks. Indeed, this issue has been the subject
of research published in the ITE Journal going back at least 15 years as traffic engineers have observed
major changes in the banking industry and questioned the impacts of those changes on trip generation
characteristics. This research initially focused on the impact of ATM use. More recent research has also
examined growth in electronic transactions, such as direct deposit, debit cards and on-line banking. It is
clear that how people bank, the frequency with which they visit a bank in person and the timing of
when those visits occur has changed over the last 10-15 years.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 4
While researching available studies on drive-in bank trip generation, we also obtained a copy of a
recent as -yet unpublished article; 2151 Century Banking, 20`h Century Data, a copy of which is enclosed as
Appendix A. Normally we would not reference an unpublished article, but it also highlights current
issues with ITE trip generation rates for drive-in banks.
Based on the above, the next step was to better assess how local drive-in bank trip generation data
compares to ITE rates, and more importantly to examine the question of what occurs when an existing
smaller bank branch is replaced with a larger modern branch.
For this, we identified two bank branches in Chittenden County that have been replaced in recent
years. Both locations involve Chittenden Bank branches, one in South Burlington and the other in
Williston, that were upgraded to more modern and larger facilities. Traffic counts were available for
both old locations before the new facilities were constructed. For comparison we conducted counts of
the new facilities.
The first was originally located at the north end of the former Factory Outlet Mall (now Shaw's) on
Shelburne Road in South Burlington. That location was replaced by a new facility located a short
distance south at the corner of Shelburne Road and Hannaford Drive. Table 3 compares the old vs. new
characteristics and peak hour trip generation at this location. At the time of the original counts, the
status of the drive-thru lanes was in flux, with one of the original two lanes being open during the 1992
counts, and both lanes being closed during the 1993 counts.
Table 3 - Shelburne Road Chittenden Bank Comparison
Location/Year
Gross Floor Area (sf)
# Drive -In Lanes*
Peak Hour Trips
Original Facility
1992
1,440
1
212
1993
1,440
0
209
New Facility - 2008
3,585
4
181
* including ATM lane at new facility, ATM was walk-up at original facility
The second was originally located at the east end of the Taft Corners Shopping Center in the
northeast quadrant of Taft Corners in Williston. That was similarly replaced by a new facility located a
short distance north along VT Route 2A in Blair Park. Table 4 compares the old vs. new characteristics
and peak hour trip generation at this location.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 5
Table 4 - Taft Corners Chittenden Bank Comparison
Location/Year
Gross Floor Area (sf)
# Drive -In Lanes*
Peak Hour Trips
Original Facility - 1992
1,200
2
178
New Facility - 2008
3,585
4
200
* including ATM lane
The peak hour trips shown in Tables 3 and 4 were obtained from traffic counts performed by this
office on the following dates. All are Friday counts:
• Shelburne Road - September 25, November 13 & December 4, 1992 (average of those three
days), December 3 & 10, 1993 (average of those two days) and March 7, 2008.
• Taft Corners - January 10, 1992 and March 7, 2008
The comparisons shown in Tables 3 and 4 very clearly show that ITE trip generation rates cannot be
reliably used to estimate drive-in bank peak hour trip generation regardless of which independent
variable (gross floor area or # drive-in lanes) is used. Indeed, the graphical plot of data points from
which the ITE drive-in bank trip generation rate is derived (copy attached as Appendix B) shows a very
large amount of scatter (variance) in the data, particularly in the 1,000 - 4,000 sf range. There is almost
no direct correlation, between size, as measured by gross floor area, and the actual number of peak
hour trips'. Thus, statistically, any estimate of peak hour trips calculated using ITE trip generation rates
for drive-in banks would have a very low level of confidence.
It is notable that the trip generation of the original facilities greatly exceeded ITE rates at both of
these Chittenden bank locations, regardless of the independent variable used. The Shelburne Road
branch generated 147 vte/hr/1,000 sf and the Tafts Corners branch generated 148 vte/hr/1,000 sf
compared to the ITE rate of 45.74 vte/hr/1,000 sf. Similarly, the Shelburne Road branch generated 212
vte/hr/drive-up lane and the Tafts Corners branch generated 89 vte/hr/drive-up lane compared to the
ITE rate of 51.1 vte/hr/drive-up lane.
The existing Merchants branch exhibits similar characteristics. At only 985 sf with two drive -up
lanes, it generates 196 pm peak hour trips, equal to 199 vte/hr/1,000 sf or 98 vte/hr/drive-up lane.
Averaging the before and after peak hour trips at the two local Chittenden Banks that have been
upgraded similar to the proposed Merchants Bank indicates a decline in peak hour trips (200 vte/hr
before and 191 vte/hr after). This decrease is statistically insignificant; thus we would conclude from
this that there was no change in the peak hour trip generation at those two locations.
The authors of the draft article in Appendix A also reached the same conclusion with respect to their
data.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 6
Based on recent research showing declining peak hour trip rates at drive-in banks, combined with
actual data from the two local Chittenden Bank branches where there was no material change in peak
hour trips when they expanded, we conclude that the new Merchants Bank will generate the same
number of peak hour trips as it currently generates.
Other Traffic -Related Site Improvements
The TOD regulations also provide for approval of peak hour volumes above the standards if site
improvements are proposed that will improve access management, internal circulation, connections
between adjacent properties and improved pedestrian and/or transit access such that there will be a
net benefit for traffic flow in the immediate vicinity.
The proposed site plan of the Merchants Bank will provide improved internal traffic circulation,
pedestrian accessibility, safety and aesthetics.
The existing bank has two curb cuts directly onto the main roadway serving the plaza. One of these
is located within 20 ft± of Shelburne Road, and its turning movements will occasionally cause brief
delays to vehicles as they enter from Shelburne Road. Both existing curb cuts will be closed and
replaced with new curb cuts located on the west side of the bank's parcel away from the main flow of
traffic entering and exiting via Shelburne Road.
The new bank will also improve pedestrian access to existing sidewalks along Shelburne Road and
nearby bus stops, and provide improved internal traffic circulation for parking and the drive-in lanes. A
new sidewalk will also be constructed along Burlington Plaza's major access to Shelburne Road; thereby
improving pedestrian circulation and safety in that area as well.
Drive -In Lane Queuing
It was also requested that internal queuing at the proposed drive-in lanes be examined. The
existing bank has two drive-in windows. Our office observed the existing bank's drive-in windows on
Friday, February 15`h, 2008 during the noon peak hour (12:00-1:00 pm). During that hour 33 vehicles
utilized the two drive-in windows. That volume compared well with the peak hour trip generation
count on Friday, August 10, 2007, during which 31 vehicles used the drive-in windows during the 4:00-
5:00 pm peak hour.
During our observations on February 15`h, the maximum number of vehicles at the two windows
combined totaled 5 vehicles (2 vehicles in one lane and 3 vehicles in the other). The layout of the
proposed branch provides adequate storage for up to 9 vehicles (including those vehicles being serviced
and allowing 25 ft per vehicle). It is worth noting that customers viewing a long drive-in lane queue will
often park and walk into the bank instead, therefore minimizing further queuing.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
March 20, 2008
Page 7
Our recent traffic counts at the two local Chittenden Bank facilities also support the above
conclusions. At the Taft Corners location, where two of the three drive-in lanes were open, the
maximum observed queue equaled 5 vehicles. At the Shelburne Road location, where all three drive-in
lanes were open, the maximum observed queue equaled 3 vehicles.
Conclusion
In summary, the existing Merchants Bank facility located at 929 Shelburne Road is grandfathered at
a higher number of peak hour trips (196) than what would ordinarily be estimated through the use of
ITE trip generation rates. Using ITE rates, the proposed redevelopment of this facility with a new 2,100
sf building is estimated to generate a total of 96 peak hour trips, about half of what it currently
generates. While for most uses the larger size of the new facility would ordinarily be projected to
attract additional customers, recent research on the changing characteristics of drive-in banks
combined with actual before and after pm peak hour trip generation data from two local banks that
have upgraded and expanded, shows that this is unlikely. The trip generation of the new Merchants
Bank facility is expected to be no greater than that of the current facility.
This Project will result in a net benefit in traffic flow, as defined in the Traffic Overlay District
regulations, through improved access management, internal traffic circulation and pedestrian access.
.�` O F Vcc
ER
* N 35 Z : ,i
ivil
�CENSSQ
ONAI-E�G�?1•
Lamoureux & Dickinson
Consulting Engineers, Inc.
Appendix A
21" Century Banking, 20t`' Century Data
Lamoureux & Dickinson
Consulting Engineers, Inc.
21°t CENTURY BANKING, 2Oth CENTURY DATA
by
Kenneth E. Fears, P.E., P.T.O.E.
and
� �+ Joseph J.
Sta/igar, P.E., P.P. P3✓u 4"/Cr J,." 4 /.,.
Ten years ago, online banking meant waiting in line for a teller. Since then, there has
been a tremendous revolution in the banking industry. This revolution is built upon
modem technology.
Trip generation and parking data published by the Institute of Transportation Engineers
(lTE) is based primarily upon studies from the 1970's, 1980's and early 1990's. That was
a time when, if you had any banking to do, you went to your bank and either used the
drive-thru lane or parked and walked into the lobby to transact your business. The trend
toward ATM machines was just getting off the ground.
21s` CEIVTURYBANKING
Today, ATM's are present and available 24 hours a day for your convenience at most
banks. They are also available at other facilities such as supermarkets, convenience
stores, liquor stores and similar places of business.
The technological revolution in banking is not just due to ATM machines. Direct deposit
has become a very common way of providing payroll checks to employees. -With direct
deposits the classic lunchtime Friday bank rush to cash or deposit your paycheck no
Page 1
longer exists to the intensity it once was. Online banking allows much of our banldng
activity to be conducted from your home at any hour of the day or night.
In the northeast, there has been a strong trend for creation of a number of small branch
offices, typically on the order of 2,500 to 4,000 square feet Another trend is for banks to
be open longer hours. No longer are "bankers' hours" considered to be 9 to 3, but 7.30
AM to 8:30PK inclusive of Sundays. For those few times that you still need to go to a
ba* not only are there now more offices for you to choose from, but more hours to
conduct your banking business. This allows trip intensity to be diffused among a number
of such sites, and over more hours of the day as well as days of the week -
The banking industry has changed. Brief observation of activity at a number of banks
suggests that the ITB trip rates aRe no longerVapplicable. The change in banking
�/ �/
technology suggests why those rates may no longer be applicable. 6z SA'-
To assess the change in an objective rather subjective manner, research counts were
A�
-� at a number of bank branch offic . In selecting our study locations, we tied
-to-. includ several data points for each of the six bank corporations that provided
pemnission for our research. All of the sites studied were stand-alone banks in suburban
areas. The corporations involved ranged from one voga orataea-whe=-the three sites
studied to a chain that may be the
biggest but is certainly considered to be the busiest in New Jersey. One constant among
Page 2
d'T
G n �W
the study sites was that the banking organizations insisted that their facilities remain
anonymous. This was due to their concem forprivacy for their clients.
Having made assurances as to the confidentiality of the information gathered, permission;
was obtained and data collection was begun. Our count periods included the AM street
peak hour between 7:00 and 9,00, during which three of the 24 sites studied were open, a
mid-weekda r,,tom 11:00 AM to 1:00 PM, a mid -weekday from 4.00 PM to 6:00 PM, a
Friday from 11:00 AM to 1:00 PM, a Friday from 4:00 PM to 6:00 PM, and a Saturday
from 9:00 AM to 1:00 PM. Data was collected in 15-minute intervals. We measured the
volume of traffic in and out of the site, the number of vehicles parked, the number of
vehicles using the drive-thru, and the number of vehicles' L� were in queue (vehicles
stopped, waiting for drive-thru service). We recorded the approximate square footage ofa
S
the building and the total number of drive-thru lanes, whether in W
active use or not or J
the street peak hours and the peak hours of generator, we examined the data and
identified the four consecutive stud�riods with
Where on -street
parking was available to the surveyed bank, each walk-in customer was considered a trip
in and trip out.
Historically, FridaystAave been special days for the banking industry. We treated therm as
such in our study by separating Friday data from other weekday data..
Banking hours vary. Most of the banks studied were not open prior to 9:00 AM. At
some of the sites studied we did not obtain data for extended hours in the morning and
Page 3
afternoon, just for the street peak hour data. In every case, however, sufficient data was
gathered to allow comparison with information from the Institute of Transportation
Engineers.
The results were strongly supportive that the tri rates and panting rates currently
available to-dr rt&e are no longer applicable in Ways banking world, A,'/ ! !k 7'(-6 ;ice 6 A/ld'
A
The notable exception is in the number of vehicles parked. We found an average parking
rate of 4.4 vehicles per 1,000 square feet. This correlates closely with the II'E average
value of 3.49 vehicles per 1,000 square feet and for the 851s percentile value of 4.62
vehicles.
TM GENERATION DATA
The two summary tables provide su �^� fi a of the data comparisons in terms of trip
generation for our study conditions. Table 1 addresses trip rates per 1000 SF. Table 2
addresses trip rates r lane.
�q Friday trip data was considered separately. O Friday rates were found to be 25.8 trips
per 1,000 square feet and 38.8 trips per lane per hour. Just as Fridays are considered to
be non -typical days for traffic studies, we believe that Friday data should be treated as
non -typical but professionals should be aware of rate differences.
DxW- reUDATA 0Az- .,� .
71/
,J
I �
.� • � �� a Simi � ^�,,�_ � ,� � �� � �s
�►
4 014-
ir
In May, 1995, an article titled "Queuing Areas for Drive-Thru facilities" was published
in the ITE Journal. Data collected at that,time for bank drive-thru queue activity found `1s
up to eight vehicles per lane and up to 30 vehicles, total, in queue. It is reported in that
study that "...the most common maximum number -in -the -system. at a bank drive-thru
facility fell between six and ten vehicles ... ". By comparison, in our study the
nu imurn drive-thm queue was found to be five vehicles for the total system, regardless
of number of lanes. We did not identify queuing per lane. Of the 19 sites for which
drive-thru data was collected, the average number of vehicles in queue during our study
periods was 2.9 vehicles, a dramatic reduction since the 1995 publication.'— A ;Is '0/ 42yt44-r/ W°ft
level %pl ti 3'41.1
PARKING DO TA
ale
In reviewing the data, dove-ihru volumie and queuing as well as total site volume is
J -Y� /,, .4cT,,r 6�,4�,, -;W al.
substantially retlemed finra the+Tior studies reportedwhile parking has held relatively
constant It may be that although the nature of business transaction activity at a bank
office has indeed changed the resultant magnitude of parking accumulation
geaeratioa has not. While we conducted no research as to internal activity at the banks
that were part of our study, our experience is that the typical average bank size of
approximately 4,000 SF has 8 to 10 employees (or 2+ employees per 1000Sh) during the
maximum shifo
ur observations were that teller lines were quite short or non-existent.
The majority ofbank customers appeared to be meeting with bank npresentatives in
small cubicles, presumably for advice about their accounts, to open or close accounts, or
to transact other business that cannot be transacted over the Internet Such business
transactions typically are of a longer duration than teller fransactions. The longer average
Page 5
si»�dt�
parking space occupancy may account for the 4ig1w parking accumulation even though
trip generation has decreased If these informal observations hold true for marry sites,
that might explain the relatively consistent parking rates, while all other indicators of
activity are reduced
White the relationship between, cause and elect may be academically interesting, it may
not be crucial to this article. A clear finding of the article is that the bank parking found
in our study is relatively consistent with the bank parking reported by "Parking -
Generation, Third Edition". Drive-thru usage is dramatically reduced from that reported
in the ITE Journal in May, 1995. Trip rates are dramatically reduced from those reported
in "Trip Generation, Seventh Edition".
NEED FOR ADD-17YONA.L DATA
There are several weaknesses present in this study. First; no data was collected for urban
or rural sites. All study sites in this article were in suburban areas. Second, all study
sites were in northern and central New Jersey. It would be desirable to ge data from
other parts of the country for comparison purposes. This study does seem to show one
very clear fact, Trip rates developed from sites studied in the 2& century are no longer
zel%l x, A 11• C., )K rza'.t 7Nye Grp �Jt�.
applicable to 21°` century bank activity. Use of the to predict activity
fe>r d2L" centutg=-site will result in a gross over -estimation of traffic acti v ity�c X�"
Page 6
r-/w id,-/w
eta,-41;r 4 ?
TABLE i
BANKING TRIP RATES - KSF
AM Street Peak Hour
12.3
AM Peak Hour of Generator
31.99
PM Street Peak Hour
45.74
PM Peak Hour of Generator
53.5
tuMay Beak our.of Generator
37.1
TABLE 2
BANKING TRIP RATES - LANES
Time ITE!M Rates Observed Rates
AM Street Peak Hour 19.38 9.1
AM Peak Hour of Generator 483 28.3�
PM Street Peak Hour 51.1
PM Peak Hour of Generator 75.7 25:i
tardav Peak Hour of Generator RR R"---
KIA. , p-
Bank Research Data Sheet
Base Data
Volumes
Ratea - KSP
Rates - Lanes
ark
Parx
bfax
Rafe
Rate
tviax
Drive thru
AM
AM
PNI
PM
Fd
Sat
AM
AM
Phi
PM
Fri
Sat
AM
AM
PM
Poi
Fri
Sat �
Site,
KSF Lanes
Parked
KSF
Lanes
Queue
Volume
SPH
PHG
SPH
PHG
PHG
PHG
SPH
PHG
SPH
PHG
PHG
PHG
SPH
PHG
SPH
PHG
PHG
PHG
i
4.5
4
22
4.9
5.5
4
29
103
72
72
173
174
22 9
16.0
16,0
38,4
36.7
25,8
18,D
18,0
43.3
43.5
2
5
4
25
5.0
6,3
5
59
179
143
130
201
174
35.8
28.6
26.0
401
34.8
-
44.8
35.8
32.5
50.3
43.5
3
4,5
2'
18
4.0
0.0
2
14
E5
70
88
136
134
14.4
15.8
10.6
30,2
29.8
32.5
35.0
44.0
68,0
67.0
4
3.5
2
12
3.4
6.0
1
15
56
39
49
72
78
16.0
11.1
14.0
20.6
22,3
26.0
19.5
24.5
36.0
39,0
6
7
5-
29
-'
4.1
5.8
3 _
56
r42
-
178
135
159
195
2_5A
19,3
M7
27,9
18A
35.6
27.0
31.88
39.0
25.4
3
22
4.9
73
-
-
f33
156
20ZI
213
_1_27
165
_
29.8
34.7
46.4
47.3
36.7
��
443
52.0
69,7
71.0
55,0
7
2
2
19
9,5
9,5
3
12
116
-
78
214
57,5
-
390
107,0
57,5
-
-
39.0
1C7,
8
3
3
14
4.7
4,7
2
23
-
28
19
100
-
9.3
-
6.3
33.3
-
9.3
-
6,3
33,3
-
9
2.4
1
10
4.2
1010
2
10
-
52
46
-
58
45
-
21.7
19.2
-
23,3
18.8
-
52,0
46.0
-
56.0
45.0
10
3.7
3
17
4.6
-3,0
6.7
4 _
24
.._..�.Sa
-
102
132
27,6
35,7
34.0
44.0
11
3.7
4
11
2,8
-
1 0
- �.�g2-
-
�.
- 13.5
-
22 2
•'�-
-_
12,5
-
_
20.5-
_
12
5.3
2
16
3,0
810
4
16
23
89
59
83
92
4,3
13.0
13.0
15,7
17.4
11,5
34,5
345
41.5
46.0
13
17
4
-
-
-
-
27
-
66
105
7.3
23.2
-
-
28A
6.75
-
21.5
-
26.3
14
17
4
-
-
28
57
-
125
-
111
15.4
33.8
-
30,0
14.25
-
31.3
-
27.8
_15 •
3,77
4
-
_
_
25
34
58
6176
9.2
15.7
6,25
8.5
14.5
16
3.7
3
16•""'
4.3
5.3
4
23••
115
-'��•y-�-107
31.4
•�•
28.9
-•�.
38.7
35,7
17
2.8
2
14
5.0
7.0
5
27
-
70
84
-
104
76
25.0
22.9
-
37.1
27A
35.0
32.0
52.0
38.0
18
7
4
-
-
-
-
37
-
144
224
-
-
20.6
-
32.0
-
-
38,0
56.0
-
18
2 2
2
8
4,1
4.5
1
4
14
17
12
17
16
8.4
7.7
5.5
77
7.3
-
7.0
8,5
6,0
8.5
8.0
20
7 _
3
i5
2,1
510
~3.0
2
24
�12�
4B
25
25
53
78
8.6
3.6
3.5
7.6
11.1
15.3
8.3
8.3
17.7
26.0
21
4
3
9
2,3
-
_
�• 35
47
47�
52
_
555
-
8.8
111.8
11,6
13.0
14.5
-
11.7
15.7
15.7.
17,3
�19.3
22
2
2
17
8,5
8.5
2
23
93
58
58
32
18
46.6
29.0
29.0
1a.0
9.0
-
46.5
29.0
29,0
16.0
9,0
23
4
3
16
4.0
5,3
2
30
78
102
83
94
97
10.5
25.5
20.8
23.5
24.3
-
26.0
X0
27.7
31.3
32.3
24
4
2
6
1.5
3.0
3
26
28
17
17
48
54
7.0
4.3
4.3
11.5
13.5
-
14.0
8,5
3.5
23.0
27.0
Max
7
5
29
915
10.0
fi
Average Rates
9.8
20.6
19.4
17,4
25,8
27.1
9.1
28.3
27.3
25.1
38,8
37.1
Avg
4,04
3.0
15.9
4.4
2.9
a,
,;., 4-"-Avg
Retes
12.3
31.99 45,74 53.45
37.1
19,38 48.7
51.1
75.05
86.8
I. Institute of Transportation Engineers (ITE). Tzip Generation, 7th Edition, Volume 3 of 3.
Washington, DC, USA: Institute of Transportation Engineers (M), 2003.
2. ITE Technical Council Committee 5D-10. "Queuing Areas For Drive-Thru Facilities". ITE
Journal, Vol. 65, No. 5, (May 1995): 38-42.
3. McCourt, Ransford, S., P.E., PTOE. Parking Generation, 3rd Edition. Washington, DC,
USA: Institute of Transportation Engineers (ITE), 2004.
Appendix B
Trip Generation Drive -In Bank
Peak Hour Data
Lamoureux & Dickinson
Consulting Engineers, Inc.
Drive-in Bank
(912)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Flour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 47
Average 1000 Sq. Feet GFA: 3
Directional Distribution: 50% entering, 50% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate
45.74
Data Plot and Equation
H
700
600
500
400
300
200
100
0
of Rates
3.00 -
Standard Deviation
.. ... ... ... ... ... ... ... ... . .. .. .;,...
... : x ... ... ... ... .. . �!...
X X:
.......X -. .. ............
... : ... 1.... ........... .... -X
X
X
: X
x; ---X--X--K--.. .,�.. ... . ... ... ..- .... -- ... .... ..
;X
:X X:
X. ''� I X :X X _ X.....
':... ... ... . .. ... ... .... ...
X
X X:
X X X:
X X
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14
X = 1000 Sq. Feet Gross Floor Area
X Actual Data Points
Fitted Curve Equation: Not given
--"-- Average Rate
R2 = *..*
Trip Generation,7th Edition 1687 Institute of Transportation Engineers
1 I
DG�J�R
00010 6. WHITE L ASSOCIATES, INC.
Realty RduiSOTS
MEMORHOUM
T0: Cathyann Larose and Ray Belair
FROM: Stephanie Hainley
ORTE: March 26, 2008
RE: Merchants Bank — Staff Report Comments and Responses
In our review of the Merchants Bank staff report, we found a few points that deserve
clarification:
1) Subdivision: Per item 8(f) of the submitted application form, the Merchants is
seeking subdivision approval as part of this application. The Project Description in the
staff report states that Merchants Bank is requesting sketch plan review for a planned unit
development. It might be clearer if the first line of the report, reads: "Merchants Bank,
hereafter referred to as the applicant, is requesting sketch plan for subdivision and for
PUD site plan review for a planned unit development to amend a previously approved
plan for a 100,932 sq. ft. retail building..."
2) Existing Square Footage: The Project Description also states that the existing
property has a 724 sq. ft. bank with a drive -through facility. Based on the survey work
done by Lamoureux & Dickinson, the existing branch is 985 square feet (excluding the
drive -through canopy).
3) Plans Date: A small technical error in the Comments section on Page 2 states that the
plans were submitted on September 24, 2007 — this line should read: "Associate Planned
Cathyann LaRose and Administrative Office Ray Belair, referred to herein as Staff, have
reviewed the plans submitted on January 30, 2008 and have the following comments."
4) Lease Lot Info.: The Zoning District and Dimensional Requirements omits the
"Lease Lot Proposed" information — this table can be found on Sheet 1 "Overall Site
Plan," prepared by Lamoureux & Dickinson and dated 1/23/08, as follows:
168 Batterg Sheet P. 0. 80e 1607 BarNgto0, Vermont 05402-IM V 802 8621225 1: 162 862 3601
MAXIMUM
PUD
PUD
LEASE LOT
ALLOWED
EXISTING
PROPOSED-
PROPOSED
COVERAGE:
BUILDING COVERAGE 40%
19.6%
20.0%
7.0%
TOTAL LOT COVERAGE 70%
91.6%
88.6%
51.3%
FRONT YARD COVERAGE' 30%
62.1%
30.2%
17.9%
MAXIMUM BUILDING HEIGHT: 35 FT
32 FT
FRONT YARD ALONG SHELBURNE ROAD
-PROPOSED PUD" STATISTICS INCLUDE THE LEASE LOT
5) Interconnecting Access: Page 5, Condition 8 suggests that an access easement be
proposed to the property to the north, the Tire Warehouse. Although this application is
being reviewed as a PUD, Merchants is also proposing to subdivide their lot and is not
authorized to agree to conditions on the KMart portion of the site. Although
interconnecting properties makes a lot of sense along the commercially prolific Shelburne
Road, enforcing an access easement at this point could limit any future development by
KMart. We respectfully request that this be addressed when KMart brings an application
to the City at a future time.
6) Snow Storage: Condition 13 suggests that the DRB require snow storage to be shown
for the entire PUD. Similar to 5 above, this application relates specifically to the
Merchants subdivided lot and therefore, we do not believe that the Merchants plans
should show snow storage for the KMart parking lot.
7) Temporary Parking Condition 14 of the Staff Report suggests that Merchants show
10 parking spaces on the adjacent property during construction. Merchants agrees with
the idea that additional parking will be required and has already shown 14 temporary
spaces on the KMart site for Phases I and II — see Sheet 8 "Phasing, Demolition and
Traffic Control Plan," prepared by Lamoureux & Dickinson and dated 1/23/08.
Page 2 of 2
CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD Report preparation date: February 13, 2008
\drb\sub\merchantsbanksketch.doc Plans received: January 30, 2008
929 SHELBURNE ROAD
SKETCH PLAN APPLICATION #SD-08-07
Meeting date: February 19, 2008
Agenda #14
Owner Applicant
Martin's Foods of South Burlington Merchants Bank
c/o Hannaford Bros Co Attn: Gary Dean
PO Box 10000 MS 9805 PO Box 1009
Portland, ME 04104 Burlington, VT 05402-1009
Contact Property Information
David G. White Tax Parcel 1540-009357 C
David G. White & Associates Commercial 1 Zoning District;
168 Battery Street Traffic Overlay District
PO Box 1007 PUD: 12.02 acres
Burlinqton, VT 05402-1007 Leased Lot: 1.02 acres
Location Map
I
CITY OF SO UTH B URLINU i ON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Merchants Bank, hereafter referred to as the applicant, is requesting sketch plan review for a
planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail
building (40, 205 sq. ft. vacant), and a 724 sq. ft. bank with a drive -through facility. The
amendment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the
existing bank building, and 3) constructing a new 2121 sq. ft. bank building with a drive -through
facility, 929 Shelburne Road.
COMMENTS
Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as
Staff, have reviewed the plans submitted on September 24, 2007 and have the following
comments.
Zoning District & Dimensional Requirements:
Table 1. Dimensional Requirements
C1 Zoning District
Required
Existin Proposed
Min. Lot Size
4,000 S.F.
12.02 acres 12.02 acres
Max. Building Coverage
40%
19.6% 20%
T• Max. Overall Coverage
70%
91.6% 88.6%
Front Setback
50 ft.
>50 ft >50 ft.
Side Setback
10 ft.
>10 ft. >10 ft.
Rear Setback
30 ft.
>30 ft >30 ft.
I• Front Yard Coverage
30%
62.1 % 30.2%
� Max. Building Height
40 ft.
32 ft.
zoning compliance
+ pre-existing non-compliance; not made worse by this application
PLANNED UNIT DEVELOPMENT STANDARDS
Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board
shall consider the following in its review of subdivision and Planned Unit Development (PUD)
applications:
Sufficient water supply and wastewater disposal capacity is available to meet the needs
of the project in conformance with applicable State and City requirements, as evidenced
by a City water allocation, City wastewater allocation, and/or Vermont Water and
Wastewater Permit from the Department of Environmental Conservation.
CITY OF SOUTH B URLINGTON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed
development. Prior to final plat approval, the applicant must obtain final water allocation approval
from the South Burlington Water Department.
The South Burlington Water Department reviewed this early set of plans and provided comments in
a letter dated February 4, 2008 (attached).
1. The applicant shall adhere to the comments of the South Burlington Water Department as per
the letter dated February 4, 2008. The South Burlington Water Department shall continue to review
all future plans.
2. The applicant shall obtain final wastewater allocation approval from the Director of Planning and
Zoning, Juli Beth Hinds, prior to permit issuance.
Sufficient grading and erosion controls will be utilized during construction and after
construction to prevent soil erosion and runoff from creating unhealthy or dangerous
conditions on the subject property and adjacent properties. In making this finding, the
DRB may rely on evidence that the project will be covered under the General Permit for
Construction issued by the Vermont Department of Environmental Conservation.
The applicant should submit an erosion and sediment control plan as part of the preliminary plat
application. This shall be reviewed by the City of South Burlington Stormwater Superintendent. If
necessary, plans shall be revised accordingly.
3. The applicant shall submit an erosion and sediment control plan as part of the preliminary plat
application. This shall be reviewed by the City of South Burlington Stormwater Superintendent.
4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03
of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the
standards set forth in Section 16.04 of the South Burlington Land Development Regulations.
The project incorporates access, circulation and traffic management strategies sufficient
to prevent unreasonable congestion of adjacent roads. In making this finding the DRB
may rely on the findings of a traffic study submitted by the applicant, and the findings of
any technical review by City staff or consultants.
Access to the property is proposed via two curb cuts from a private access drive that connects from
Shelburne Road to Queen City Park Road. Access to the larger PUD is provided to Shelburne
Road, Queen City Park Road, and most recently, through an access to Hannaford Drive.
Staff notes that the access and circulation to the site will be significantly improved over the existing
conditions. Access to the facility is now at a greater distance from Shelburne Road than currently
exists. There is no curb cut directly from the main access to Shelburne Road, a curb cut which had
presented safety concerns and queuing issues.
Vehicle circulation on the site is two directional in the southern portion of the parking lot but shall
only be permitted in one direction around the building. Staff finds the circulation acceptable.
r
CITY OF SO UTH B URLINvl ON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
A walkway is proposed to connect to the existing sidewalk on Shelburne Road. Staff recommends
ground striping to demarcate this pedestrian crossing.
5. Ground striping shall be added to demarcate the pedestrian crossing from the Shelburne Road
sidewalk to the new bank.
Traffic
The subject property is located in Traffic Overlay District 3, per an attached memo from JuliBeth
Hinds.
The applicant has submitted a memo from a local engineering consulting firm which provides a
background of the site and an assessment of the proposed new building. The applicant has argued
that there will be no increase in traffic on the site.
The applicant is also arguing that the subject property is grandfathered at the existing generation of
traffic. Staff disagrees. The site is only grandfathered at what they were granted when the existing
bank was approved. Any additional traffic that has been generated over that does not qualify for
reserved status. The traffic impact fee for this project shall be based on the p.m. peak hour trip end
increase between the existing facility and the proposed facility using the ITE Trip Generation
Manual.
Staff strongly recommends the Board invoke technical review of this traffic study.
6. The Board invokes technical review of the traffic report.
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. in making this finding the DRB shall utilize the provisions of Article 12 of
these Regulations related to wetlands and stream buffers, and may seek comment from
the Natural Resources Committee with respect to the project's impact on natural
resources.
There are no wetlands, streams, wildlife habitat, or unique natural features on the site.
The project is designed to be visually compatible with the planned development patterns
in the area, as specified in the Comprehensive Plan and the purpose of the zoning
district(s) in which it is located.
The proposed use (drive -through bank) is a permitted use in the C1 Zoning District. The project is
in compliance with the uses and goals specified in the Comprehensive Plan.
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 is very little open space on this site as it is covered by 88.6% impervious surface. The
green spaces that are provided are contiguous and exist mainly along the entrance drive to the
CITY OF SOUTHBURLINGTON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
PUD. Staff find the existing plan acceptable; however, at such time as the existing retail
building on the site is redeveloped in any form, staff recommends that the Board examine ways
to improve compliance with this criterion at that time.
The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee
to insure that adequate fire protection can be provided.
7. The South Burlington Fire Chief should review and comment on the plans, prior to final plat
approval.
Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and
lighting have been designed in a manner that is compatible with the extension of such
services and infrastructure to adjacent properties.
Staff strongly urges the Board mandate an access easement to the abutting property to the
north at 919 Shelburne Road, known as the Tire Warehouse. This property has serious
problems with exiting traffic which wishes to head northbound on Shelburne Road. The City has
consistently sought and obtained shared accesses which would allow properties best and
proper access to traffic signals. The applicant is asked to provide a proposal of where this
shared access would occur, along the property boundary shared by the two.
8. An access easement shall be proposed and created to the property to the north known as the
Tire Warehouse Central.
Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is
consistent with City utility and roadway plans and maintenance standards.
The City Engineer has reviewed the sketch plans for the proposed project and issued a memo
dated February 7, 2008.
9. The applicant shall adhere to the comments of the City Engineer per the memo dated
February 7, 2008. The applicant should, if necessary, revise the plans to comply with the City
Engineer's comments. The City Engineer shall continue to review all future sets of plans and
provide comments.
10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications shall be underground.
Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed
more than 30' above ground level and the maximum illumination at ground level shall not
exceed an average of three (3) foot candles.
Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by
illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1
foot candles average.
The applicant has submitted lighting cut sheets and a point -by -point plan with the submittal of
the sketch plan application. They are in compliance with the SBLDR.
I
CITY OF SOUTHBURLINv1�ON 6 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
The project is consistent with the goals and objectives of the Comprehensive Plan for the
affected district(s).
Staff finds that the proposed project is consistent with the goals and objectives of the
Comprehensive Plan for the C1 Zoning District.
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. Pedestrian movement is adequate, with the note included above in the staff
comment regarding striping of the connection to the sidewalk along Shelburne Road and the need
for access to the abutting property to the north.
According to Table 13-1 of the Land Development Regulations, the drive through bank (to which
the bank is part of the University Mall PUD) requires 5.8 parking spaces per 1,000 SF of GLA.
Therefore, the 2121 SF of GLA shall require a total of 13 parking spaces. The applicant is
proposing a total of 19 parking spaces on the lease lot. This criterion is met.
(b) Parking shall be located to the rear or sides of buildings to the greatest extent
practicable.
Most of the proposed parking is located to the rear or side of the proposed building.
(c) 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.
Staff feels the height and scale of the proposed building are compatible with the site and the
existing buildings in the area. The height of the building will be within the limits of the SBLDR.
(d) 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.
(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.
CITY OF SO UTH B URLING TON 7 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
The applicant has submitted architectural details of the proposed structure, as part of this
application.
(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.
The applicant has submitted architectural details of the proposed structure which are acceptable to
staff.
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.
See staff notes above in relation to this issues. Staff strongly urges this connection to the north in
order to improve access and circulation of the properties and to be in compliance with this criterion.
(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.
Staff has already stated that 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).
The plans show an enclosed dumpster on the northeastern corner of the property.
(d) Landscaping and Screening Requirements
Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the
Land Development Regulations. The landscape plan and landscape budget shall be prepared by a
landscape architect or professional landscape designer.
The applicant has submitted a landscaping plan and itemized planting budget as part of the sketch
plan application. Based on estimated construction costs of $950,000, the minimum landscaping
budget shall be $17,000. The applicant is proposing $20,220 in landscaping.
The City Arborist ahs not yet reviewed the plans.
CITY OF SOUTHBURLINv ON 8 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
12. The South Burlington City Arborist shall review the landscaping plans prior to preliminary
plat approval. The applicant shall adhere to the stipulations of the City Arborist.
Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be
specified and located in an area that will minimize the potential for run-off. The plans depict
snow storage areas on the lease lot but not the entirety of the PUD. Staff has some questions
concerning the snow storage on the remainder of the PUD and feel it best to be addressed as
part of this application.
13. The plans shall be revised to depict adequate snow storage areas or other method of snow
removal if it is to be stored off -site for the entire PUD.
Other- Drive -Thu Facility
Per Section 5.01 of the SBLDR, all applications for a drive-throuqh facilitv shall be subiect to
conditional use review and the following restrictions:
(a) Compliance with Traffic Overlay District Provisions, if applicable;
This continuing to be addressed.
(b) Compliance with an approved access management plan, providing for curb cut
consolidation and secondary access;
The access management plan appears sufficient with respect to curb cuts and number of
accesses.
(c) Mandatory technical review by a traffic consultant to determine adequate stacking
lane length and aisle width.
The applicant should provide comments from their engineer addressing this criterion.
Again, the proposal shall be evaluated for conditional use review:
a. the capacity of municipal or educational facilities
Staff does not feel that this project will adversely impact this criterion
b. the planned character of the neighborhood
Staff does not feel that this project will adversely impact this criterion
c. traffic on roadways and highways in the vicinity
As previously noted, this shall be reviewed by outside technical review.
d. bylaws in effect
This proposal is in compliance with the bylaws.
e. utilization of renewable energy resources
Staff does not feel that this project will adversely impact this criterion
CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\merchantsbank\sketch.doc
Other- Phasing and Demolition
The applicant is actively working with staff on the phasing of building and demolition on this site. At
this time, and because this is a matter of Administrative Officer approval of compliance, this is not
an issue that the Development Review Board needs to address further. Section 13.09(E)(3) of the
Land Development Regulations require the posting of a two-year bond for the cost of removing
the existing building.
14. Prior to permit issuance, the applicant shall post a two-year bond for the cost of demolishing
and removing the existing building.
The applicant shall include a request with the preliminary plat submittal for use of 10 parking
spaces on the adjacent property since the site will be short 10 spaces until the existing bank is
demolished.
RECOMMENDATION
Staff recommends that the applicant address the numbered items above and proceed to
preliminary plat application.
Respectfully submitted,
Cathyann LaRose, Associate Planner
Copy to: David G White, Contact
r
01
southburlington
PLANNING & ZONING
March 28, 2008
David White
Stephanie Hainley
David G. White & Associates
PO Box 1007
Burlington, VT 05402-1007
Re: Merchants Bank
Dear David & Stephanie:
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, April 1, 2008 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,
k4X_..,2
W Brown
Assistant
Encl.
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL, TEMPORARY SIGNS AND BARRIERS TO MAINTAIN SAFE
CUSTOMER ACCESS TO, PARKING FOR AND OPERATIONS AT THE EXISTING BANK BUILDING DURING THE CONSTRUCTION
NK OF THE NEW BABUILDING AND SURROUNDING PARKING LOT AND DRIVEWAYS. THIS SHEET SHOWS AN EAST -WEST
CONCRETE JERSEY BARRIER SEPARATING THE EXISTING AND NEW BANK BUILDINGS. DEMOLITION OF THE EXISTING
BANK BUILDING AND CONSTRUCTION OF NEW SITE WORK SOUTH OF THE EAST -WEST BARRIER LINE SHOWN HEREON
SHALL COMMENCE ONLY AFTER THE NEW BANK BUILDING AND SURROUNDING SITE WORK ON THE NORTH SIDE OF THE
BARRIER LINE HAVE BEEN COMPLETED AND THE NEW BANK BUILDING OPENED FOR BUSINESS.
THE CONTRACTOR SHALL ALSO PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNS, BARRIERS AND/OR FLAGGERS AS
NECESSARY TO MAINTAIN SAFE AND ADEQUATE TRAFFIC FLOW DURING THE CONSTRUCTION OF NEW SANITARY AND
STORM SEWERS, STORMWATER TANKS, CURSING, ETC. CROSSING NEAR OR ADJACENT TO THE EXISTING INTERNAL
ROADWAYS USED IN CONNECTION WITH INTERNAL TRAFFIC CIRCULATION AND ACCESS TO PARKING USED BY THE
K-MART STORE A MINIMUM OF ONE
TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES AND TWO-WAY TRAFFIC
FLOW SHALL BE RESTORED AT THE COMPLETION OF EACH WORK DAY.
ALL WORK AREAS, STAGING AREAS, EOUIPMENT AND MATERIALS STORAGE AREAS SHALL BE ESTABLISHED AND
MAINTAINED SO AS TO PRESENT A REASONABLY NEAT APPEARANCE AND TO PROVIDE FOR SAFE SITE CONDITIONS AT
ALL TIMES,
THE BUILDING cv w,aiwc yr
GRAPHIC SCALE
r
( IN rsET )
L Imh - 20 f .
THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT
14188-DIG.SAFE PRIOR TO ANY EXCAVATION.
I
ALL EXISTING STREET TREES
ALONG SHELBURNE ROAD TO
REMAIN. SEE TREE
PROTECTION SPECIFICATIONS
ON PLAN SHEET 7 (TYPICAL).
LEGEND
PROJECT PROPERTY LINE
LEA BE LOT BOUNDARY
ABUTTER PROPERTY LINE
BUILDING SETBACK LINE
o—e—■—o EXIST. FENCE
-- - --182- - -- - EXIST. CONTOURS
UTILITY POLE
y_I (Xj EXIST. HYDRANT A WATER VALVE
—�_'— EXIST. SEWER LINE 8 MANHOLE
—O— EXIST. STORM LINE Q CATCH BASIN
EXIST. GAS VALVE
p EXIST. LIGHT POLE
(Do
E)aST. TREES
NEW WATER LINE, HYDRANT 8 VALVE
-Ste--S- NEW SEWER LINE B CLEANOUT
= = = =C= _ = = NEW STORM LINE, CATCH BASIN
SPECIFICATION FOR DEMOLITION AND
DISPOSAL OF BUILDINGS AND PAVEMENTS
1. DESCRIPTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION NECESSARY FOR CONSTRUCTION OF THE PROPOSED
BANK AS SHOWN ON THESE PLANS, THIS WORK SHALL INCLUDE THE REMOVAL, AND THE SATISFACTORY DISPOSAL OF
ALL BUILDINGS, AND PAVEMENTS ACCESSORIES AND APPURTENANCES, AND THE BACK FILLING OF HOLES AND PITS
WHEN REQUIRED.
2. GENERAL CONSTRUCTION REOUIREMENTS
BASEMENTS SHALL BE COMPLETELY CLEARED OF ALL UNSUITABLE MATERIALS. DEBRIS, PARTITION WALLS, AND
SUPPORTS. CONCRETE OR MASONRY FLOORS OR FOUNDATIONS SHALL BE REMOVED. ALL EXISTING PAVEMENT A
SUBBASE MATERIAL SHALL BE REMOVED AND EXCAVATED TO NATIVE MATERIAL
BASEMENTS OR CAVITIES LEFT BY STRUCTURE AND SUBBASE REMOVAL SHALL BE EITHER FILLED WITH APPROVED
CLEAN NATIVE MATERIAL OR SAND BORROW AS PER VTRANS SPEC. 703.03 TO THE LEVEL OF SUBGRADE AND
THOROGHLY COMPACTED.
SEPTIC TANKS, CESSPOOLS, OR OTHER UNDERGROUND TANKS AND APPURTENANT PIPES SHALL BE BROKEN DOWN OR
REMOVED. CONTENTS SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS.
ALL FENCES AND DEBRIS SHALL BE REMOVED FROM THE PARCEL, AND THE AREA SHALL BE CLEANED UP AND GRADED
TO THE SATISFACTION OF THE OWNER.
ALL MATERIALS RESULTING FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL
BE SORTED AND DISPOSED OF IN A LANDFILL OR RECYCLED IN ACCORDANCE WITH ALL APPLICABLE LAWS, RULES.
REGULATIONS, AND PROTOCOLS. ITEMS TO BE SORTED INCLUDE CLEAN WOOD, METAL, PALLETS, CORRUGATED
CARDBOARD ETC. AS REQUIRED BY THE SOLID WASTE DISTRICT.
THE CONTRACTOR SHALL PROVIDE FOR THE DISCONTINUANCE OF ALL UTILITY SERVICES INCLUDING, BUT NOT LIMITED
TO. ELECTRICITY. TELEPHONE, SEWER. WATER AND GAS LINES AND UTILITY METERS. THE CONTRACTOR SHALL BE
HELD RESPONSIBLE FOR ANY CLAIM ARISNG FROM FAILURE TO PROVIDE FOR THE DISCONTINUANCE OF SUCH UTILITY
SERVICES.
ONCE WORK HAS COMMENCED, THE CONTRACTOR SMALL MAKE EVERY REASONABLE EFFORT TO COMPLETE THE
DEMOLITION AND DISPOSAL OF EACH CONTRACT ITEM INA CONTINUOUS MANNER TO ENSURE THE SAFETY AND WELL
BEING OF THE PUBLIC, AND TO REUSE AND RECYCLE AS MANY OF THE DEMOLITION ITEMS AS POSSIBLE
THE CONTRACTOR SHALL ERECT SUITABLE FENCES MOUND UNFILLED BASEMENTS AND OTHER DANGEROUS
LOCATIONS CREATED BY THE WORK
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINDING, OPENING. AND%�1TTAIMING ALL DISPOSAL AREAS AND SHALL
COMPLY WITH ALL ENVIRONMENTAL AND RECYCLING RULES AND REGULLI�S,CM♦]gpN4ANCES, DEVELOPMENT
PLANS, LAND USE PLANS, AND LAND CAPABIUTY PLANS. PPTT ■
LAD HAS NOT PERFORMED ANY INVESTIGATION FOR THE PRESENCE OF HAZARDOUS MATM1kbiHC+S Ib9ESjt7S• I
OR LEAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REGULATIONSFoAdfte
DEMOLITION OF THE EXISTING STRUCTURES AND ALL MATERIALS CONTAINED THEREIN.
JAN 3 0 2008
Thcr pl■m shell only be uscd for re purpose NMown below:
M Sk-h/Concept Q pet 250 Review
(] PTelimfmry ED Co■ ction
(] Fiml Loch] Review Q Rmmd Drawing
07053
MERCHANTS BANK Burvel
16D
SHELBURNE ROAD SOUTH BURLINGTON, VT. PLC
Drew,
LBD
PHASING, DEMOLITIONAND Chcck
TRAFFIC CONTROL PLAN -LD
1.23-08
Scale
Lamoureux AL Dickinson 1-29
Consulting Engineers, Inc. she" ..;;Z,
14 Morae Drive, ENeX, VT 05452 Q of 8
802-878.4430 www.LDengiueering.com V
LEGEND
PROJECT PROPERTY LINE
- - LEASE LOT BOUNDARY
ABUTTER PROPERTY LINE
- - - - - BUILDING SETBACK LINE
R- -v-R EXIST. FENCE
EXIST. CONTOURS
.^' UTILITY POLE
i i EXIST. HYDRANT a WATER VALVE
-S --0-S - EXIST. SEWER LINE d MANHOLE
�- EAST. STORM LINE a CATCH BASIN
Dw4
EXIST. GAS VALVE
4 EXIST. LIGHT POLE
o� Ew$7 TREES
BY NEW WATER LINE. HYDRANT a VALVE
-S-S- NEW SEWER LINE a CLEANOUT
=0= NEW STORM LINE, DITCH BASIN
1r AS EEMENT TO
CHAMPVJN WATER DISTRICT
HUMANE SOCIETY OF
CHITTENDEN COUNTY, INC.
N/F
0e•DMP
ce nm•tet.ee SITE
NTRACTOR SHALL NOTIFY"DIGSAFE"AT
G-WE PRIOR TO ANY EXCAVATION.
BURLINGTON �-
GRAIN- GENC OF TO F T p1j •� !1 - 2E•RCP SOUTH BURLINGTO SWIFT STREET
EtA QUEEN CITY \
PA� ROAD
HUMANE SOCIETY OF CB'"�1°6�°
\� % M.aU 12•tB0.15 E1
HITTENDEN COUNTY. INC. Knn1B6� ♦ "E'^' 9T"•1O x
M. wl tr••176.61 �'- RIM•1N.80 y O
NIF \ '� �cs 4,.te].s5 s•NV Nrcwr.1B2.BD - - Z� �
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r�jy - ts-INVIWIXIT•trSSi I
R. LIMOGE, ETAL I
BARRILL i 1 N/F aa
MOTEL \
\,--' 3-STORY
\ I I LOCATIONMAP
1
SKIP
\ HAUCHNER I
- --- - ��e - N/F I
-- _
• - .; - � �. ' .,, \ I SHEET INDEX
i • • \ M1 I I t. OVERALL SITE PLAN
I` ` ` �NFW S� •' 2. GRADING AND UTILITIES SITE PLAN
3. LIGHTING 8 LANDSCAPING PLAN
B I NEwnrPE �L I - 4. LIGHT GRID
rN1)E1,...D 5. ROAD AND WATER DETAILS & SPECIFICATIONS
6. SANITARY, STORM AND MISC. DETAILS 8t SPECIFICATIONS
i t a y°•° t At' ca np.teuBrL _ 7. EROSION AND LANDSCAPING DETAILS a SPECIFICATIONS
M,F le+I"Ad
)♦ / I' �l j I / Bfe;n 24'•tnJB // 11 LEAF,.' I 8. PHASING, DEMOLITION AND TRAFFIC CONTROL PLAN
MOTEL I
j i Jf �7I'Tnj`-rI/ I SKIPCO, INC.
/' N/F
,
PROPERTY BOUNDARY INFORMATION, EXISTING UTILITIES AND SITE
\ _ �.. INFORMATION WAS OBTAINED FROM THE FOLLOWING PLANS:
mwte A, II TIRE V �jEHOUS CHARLES & JANET 1. •ALTA/ACSM LAND TITLE SURVEY, BURLINGTON PLAZA 935.947
_ / CANTR�IL,, PERKINS
- ;' t Inv ante+tn 4t / I I d' �' j ( $HELBURNE ROAD. SOUTH BURLINGTON, VT", BY RONALD E. GADTHIER,
N :' �„ I I I Iwt24'•TroAt // TIRE/ ! I N/F L.S., DATED JANUARY 1997.
WAREHOUSE i I ill
-B -_ - l i I ' I I . - • • 1STORY 2. -SITE PUN-, TRUDELL CONSULTING ENGINEERS, INC.,
_71e &AS ! I I a / l // d �, DATED B/18Ft000.
' a
TO CHNd"N
AT EASEMENT - - LAND OWNER APPLICANT
WATER DISTRICT /'/{ •r I ' / I I / ' SEE SHEET 2 FOR
DETAILED BRE UYOUT
IWITHIN THE LEASE LOT MARTINS FOODS OF 90lITH BURLINGTON. INC. MERCHANTS BANK
C/O HANNAFORD BROS. CO. ATTN: GARY DEAN
ATTN: ANDE A. SMITH P.O. BOX 1009
I ` / ! b / IB'H \ / / + • P.O. BOX 1000, MS 9805 BURLINGTON, VT 06402.1009
i.l ; • / i ��.T-] �p 11 rI PORTLAND, ME 04104
}•/ I: I ;•rat MH rKn•209A2
D°" '" .1 I I + PROJECT STATISTICS
MARTIN'S FOODS OF I/ rt+ i M. an 1e+1eB.e1 %' / I I /JI • I 1r RCP
I . 1 L j ) 1 i i - • ' / 1 ' - - ZONING DISTRICT- COMMERCIAL 1 - RESIDENTIAL 15
SOUTH BURLINGTON, INC.
I I DEED REFERENCE - BOOK 408, PAGE 119
TAX MAP PARCEL s 1540 035.7
PARCEL SIZE: 12.02 ACRES
'I'.'T7 nvnBaBe ALI TAHAMI LEASE LOT SIZE: 1.02 ACRES
1 I I I k i1 •v.,z+zw.x N� MINIMUM REQUIRED SETBACKS: FRONT 50 FT
te•RCP SIDE 10FT
( 1KM -STORY
% i / H�1 t �� REAR 30 FT
1-STORY / / I J" L( I I I ee'RD.W. F� _ _ WATER SERVICE- MUNICIPAL SERVICE
SEWER SERVICE / I •I I I I MUNICIPAL SERVIC E
0 ! I '�.'� / I MAXIMUM PUD PUD LEASE LOT
I / Y°v �? � ALLOWED EXISTING PROPOSED- PROPOSED
n SIDEWALK COVERAGE:
' E / BUILDING COVERAGE 40% 19.8% 20.0% 7.0%
\ F • _ ¢ I I I TOTAL LOT COVERAGE 70% 91.6% 88.6% 51.3%
e�' it I I I L ,,+'/: • ,! T I I ., I / MAXIMUM BUILDING HEIGHT: 330% 62.1% 30.2% 32 FT
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Preliminary (] Construction
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Project No.
MERCHANTS BANK
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THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL, TEMPORARY SIGNS AND BARRIERS TO MAINTAIN SAFE
CUSTOMER ACCESS TO. PARKING FOR AND OPERATIONS AT THE EXISTING BANK BUILDING DURING THE CONSTRUCTION
OF THE NEW BANK BUILDING AND SURROUNDING PARKING LOT AND DRIVEWAYS. THIS SHEET SHOWS AN EAST -WEST
CONCRETE JERSEY BARRIER SEPARATING THE EXISTING AND NEW BANK BUILDINGS. DEMOLITION OF THE EXISTING
BANK BUILDING AND CONSTRUCTION OF NEW SITE WORK SOUTH OF THE EAST -WEST BARRIER LINE SHOWN HEREON
SHALL COMMENCE ONLY AFTER THE NEW BANK BUILDING AND SURROUNDING SITE WORK ON THE NORTH SIDE OF THE
BARRIER LINE HAVE BEEN COMPLETED AND THE NEW BANK BUILDING OPENED FOR BUSINESS.
THE CONTRACTOR SHALL ALSO PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNS, BARRIERS AND/OR FLAGGERS AS
NECESSARY TO MAINTAIN SAFE AND ADEOUATE TRAFFIC FLOW DURING THE CONSTRUCTION OF NEW SANITARY AND
STORM SEWERS, STORMWATER TANKS, CURBING, ETC. CROSSING NEAR OR ADJACENT TO THE EXISTING INTERNAL
ROADWAYS USED IN CONNECTION WITH INTERNAL TRAFFIC CIRCULATION AND ACCESS TO PARKING USED BY THE
KUJART STORE. A MINIMUM OF ONE-WAY TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES AND TWO-WAY TRAFFIC
FLOW SHALL BE RESTORED AT THE COMPLETION OF EACH WORK DAY.
ALL WORK AREAS, STAGING AREAS, EQUIPMENT AND MATERIALS STORAGE AREAS SHALL BE ESTABLISHED AND
MAINTAINED SO AS TO PRESENT A REASONABLY NEAT APPEARANCE AND TO PROVIDE FOR SAFE SITE CONDITIONS AT
ALL TIMES,
THE BUILDING eU w Iaue ur
GRAPHIC SCALE
( IN PP81')
1 I-h - 20 IL
THE CONTRACTOR SHALL NOTIFY-MSAIEVAT
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
I
ALL EXISTING STREET TREES
ALONG SHELBURNE ROAD TO
REMAIN. SEE TREE
PROTECTION SPECIFICATIONS
ON PLAN SHEET 7 (TYPICAL).
r F0117NM
PROJECT PROPERTY LINE
LEASE LOT BOUNDARY
ABUTTER PROPERTY LINE
BUILDING SETBACK LINE
o—o—o—o EAST. FENCE
EXIST. CONTOURS
UTILITY POLE
EXIST. HYDRANT L WATER VALVE
—�—` — EXIST. SEWER LINE A MANHOLE
—� EAST. STORM LINE S CATCH BASIN
EXIST. GAS VALVE
p EXIST. LIGHT POLE
EXIST, TREES
W NEW WATER LINE, HYDRANT L VALVE
—S— S— NEW SEWER LINE B CLEANOUT
====0==== NEW STORM LINE. CATCH BASIN
SPECIFICATION FOR DEMOLITION AND
DISPOSAL OF BUILDINGS AND PAVEMENTS
1. DESCRIPTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION NECESSARY FOR CONSTRUCTION OF THE PROPOSED
BANK AS SHOWN ON THESE PLANS. THIS WORK SHALL INCLUDE THE REMOVAL, AND THE SATISFACTORY DISPOSAL OF
ALL BUILDINGS. AND PAVEMENTS ACCESSORIES AND APPURTENANCES, AND THE BACK FILLING OF HOLES AND PITS
WHEN REQUIRED.
P. GENERAL CONSTRUCTION REQUIREMENTS
BASEMENTS SWILL BE COMPLETELY CLEARED OF ALL UNSUITABLE MATERIALS. DEBRIS, PARTITION WALLS. AND
SUPPORTS. CONCRETE OR MASONRY FLOORS OR FOUNDATIONS SHALL BE REMOVED. ALL EXISTING PAVEMENT A
SUBBASE MATERIAL SHALL BE REMOVED AND EXCAVATED TO NATIVE MATERIAL.
BASEMENTS OR CAVITIES LEFT BY STRUCTURE AND SUBBASE REMOVAL SHALL BE EITHER FILLED WITH APPROVED
CLEAN NATIVE MATERIAL OR SAND BORROW AS PER VTRANS SPEC. 703.03 TO THE LEVEL OF SUBGRADE AND
THOROGHLY COMPACTED.
SEPTIC TANKS. CESSPOOLS, OR OTHER UNDERGROUND TANKS AND APPURTENANT PIPES SHALL BE BROKEN DOWN OR
REMOVED. CONTENTS SHALL BE DISPOSED OF IN ACCORDANCE WITH APPUCA13LF REGULATIONS.
ALL FENCES AND DEBRIS SMALL BE REMOVED FROM THE PARCEL, AND THE AREA SHALL BE CLEANED UP AND GRADED
TO THE SATISFACTION OF THE OWNER.
ALL MATERIALS RESULTING FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL
BE SORTED AND DISPOSED OF IN A LANDFILL OR RECYCLED N ACCORDANCE WITH ALL APPLICABLE LAWS. RULES,
REGULATIONS, AND PROTOCOLS. ITEMS TO BE SORTED INCLUDE CLEAN WOOD, METAL, PALLETS, CORRUGATED
CARDBOARD ETC. AS REQUIRED BY THE SOLID WASTE DISTRICT.
THE CONTRACTOR SHALL PROVIDE FOR THE DISCONTINUANCE OF ALL UTILITY SERVICES INCLUDING. BUT NOT LIMITED
TO, ELECTRICITY. TELEPHONE. SEWER, WATER. AND GAS LINES AND UTILITY METERS. THE CONTRACTOR SHALL BE
HELD RESPONSIBLE FOR ANY CLAIM ARISING FROM FAILURE TO PROVIDE FOR THE DISCONTINUANCE OF SUCH U71UTY
SERVICES.
ONCE WORK HAS COMMENCED, THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO COMPLETE THE
DEMOLITION AND DISPOSAL OF EACH CONTRACT ITEM IN A CONTINUOUS MANNER TO ENSURE THE SAFETY AND WELL
BEING OF THE PUBLIC. AND TO REUSE AND RECYCLE AS MANY OF THE DEMOLITION ITEMS AS POSSIBLE.
THE CONTRACTOR SHALL ERECT SUITABLE FENCES AROUND UNFILLED BASEMENTS AND OTHER DANGEROUS
LOCATIONS CREATED BY THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINDING, OPENING. ANDNTINNING ALL DISPOSAL AREAS AND SHALL
COMPLY WITH ALL ENVIRONMENTAL AND RECYCLING RULES AND REGUL I�f S� NArN=ES.. iELOPMENT
PANS. LAND USE PLANS, AND LAND CAPABILITY PLANS. R -
LSD HAS NOT PERFORMED ANY INVESTIGATION FOR THE PRESENCE OF HAZARDOUS MAT[RIALBiMC11]15I@ES�US• J
OR LEAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLCASLE REGULATIONS F LJ
DEMOLITION OF THE EXISTING STRUCTURES AND ALL MATERIALS CONTAINED THEREIN.
BAN 3 0 2X3
I
9
DRUID G. WNITE G RSS0110TES, INC.
Realty Advisors
MEMOURNDUM
TO: City of South Burlington Planning & Zoning
Development Review Board
FUM: David White
Stephanie Hainley
ORTE: January 30, 2008
PE: Merchants Bank, Shelburne Road — Sketch Plan Application
I. Overall Project Description
This application seeks approval for the construction of a new Merchants Bank
facility and the demolition of the existing bank structure on Shelburne Road. The
existing branch at Burlington Plaza (aka Kmart Plaza), built in 1974, was never intended
to be a permanent facility, but rather was a modular building intended to act as a
temporary branch. Over the years upgrades were made and the building was used as a
full -service branch. These upgrades have worn out and the modular building is well past
its useful life. In an effort to preserve Merchants Bank's current customer base, a new
branch of approximately 2,120 square feet is proposed to be built adjacent to this old
building (approx. 1000 square feet). To prevent any gap in service, the new building will
be constructed and opened prior to demolition of the old branch. This phased
construction plan can be seen on Sheet 2 of 8, "Grading and Utilities Site Plan" and on
Sheet 8 of 8, "Phasing, Demolition and Traffic Control Plan." As a part of this new
construction, a stormwater treatment plan will be implemented, lot coverage will
decrease and landscaping will be added to upgrade the entire property. This project is
estimated to cost approximately $950,000.
This project is being constructed by the bank under a land lease from the property
owner, Martins Foods of South Burlington, Inc., a wholly owned subsidiary of Hannaford
Bros Co. Subdivision is required for the land lease. PUD review is required due to the
bank having drive up teller lanes. Thus, this is a sketch plan application for subdivision,
PUD and site plan approval.
HE 8atterg Street P. 0. Bus 1007 Burlington, Vermont 05402-1001 P: 802 662 1225 f: 802 862 3601
II. Project Highlights
Decreased Lot Coverage
The Merchants Bank will lease a 1.02 acre parcel. Between the leased parcel and
the plaza's main entry drive is an area of approximately 0.10 acres that is part of the
current Merchant's Bank site, but will not be part of the new site. This area will be
retained by the property owner but as part of this project this area will be reconstructed,
removing the existing paving, adding landscaped area, curbing and a sidewalk.
The total 1.12 redevelopment area is currently developed with 0.86 acres of
impervious surface. As a result of this project slightly more than half of the impervious
surface will be removed (0.45 acres), with the redeveloped site having only 0.41 acres of
impervious surface.
Stormwater
Due to the decrease in lot coverage, the state stormwater regulations do not apply
to this project and therefore, we are not required to meet the state stormwater
requirements. However, Merchants Bank has chosen to meet these standards anyway.
Stormwater will be treated on the bank site to reduce sediment loading below the
calculated amount for the site under under -developed "natural" conditions. The on -site
stormwater system will also reduce the rate of flow in 1 year and 25 year storms below
the calculated predevelopment rates. Stormwater leaving the site will be piped to an
existing catch basin near the northern end of the plaza, as shown on Sheet 1 of 8,
"Overall Site Plan." Further details of the improvements are explained in the enclosed
memo from Krista Reinhart at VHB Pioneer Environmental Associates, dated January 15,
2008.
Traffic
As is further elaborated in the enclosed memo from Lamoureux & Dickinson,
dated January 23, 2008, we expect the replacement branch to generate no more trips than
the current building, despite the increased footprint. The construction of this new facility
is primarily a defensive measure for Merchants Bank to retain their current customer
base. Although the building will be larger, there will be the same number of teller
stations and the same number of drive -up teller lanes as the current facility. The current
walk-up ATM will be changed to a drive -up ATM. As is further explained in the memo,
general trends are showing a decline in actual bank trips and an increase in electronic
transactions, thereby reducing the number of customer and vehicle trips to the bank.
Therefore, it is expected that the new branch will not exceed the current branch's trip
generation.
Page 2 of 3
Landscaping
As has already been mentioned, the addition and preservation of landscaping at
this site is a substantial improvement to the property. We are proposing to add
landscaping between the Shelburne Rd. entrance and the parking lot, as a visual buffer
and aesthetic enhancement to the site. We will be maintaining the mature street trees
along Shelburne Rd., while also adding a pedestrian access from the City sidewalk to the
bank's lot. And to further beautify the site, landscaping will be added around the
Merchants leased lot to enhance the aesthetics of the entire Kmart property.
III. Sketch Plan Approval
We are hoping with the information provided, we will be able to combine the
preliminary and final plat review, in the interest of expediting the project. Thank you for
your consideration and we look forward to meeting with you to discuss this project.
Page 3 of 3
southT&qYI,;I.T,a.g ton
V E R M 0 N T
Merchants Bank
Shelburne Road
February 7, 2008
Bill Szymanski, City Engineer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
(802)846-4106
1. Existing sewer service to be abandoned shall be plugged at manhole.
2. Street light bases shall clear sewer lines by at least 5 feet.
3. Retaining wall along Shelburne Road should have a fence on guard rail.
4. Landscape plan No. 3 should show water and sewer lines. Planting should clear
these lines by at least 5 feet.
February 4, 2008
Lamoureux & Dickinson Consulting Eng.
14 Morse Drive
Essex Jet. VT 05452
RE: Merchants Bank
Dear Sir or Madam:
The South Burlington Water Department has reviewed the plans for the above referenced
project. Please find my comments below.
1. All construction drawings and plans shall have a note saying "All water line and
related work to be performed in accordance with the Champlain Water District
Specifications and Details for the in of Water lines and Appurtenances
henceforth the "CWD Specification."
2. The CWD Specifications are applicable to all new construction and reconstruction
of water infrastructure. Variations from the CWD Specifications will not be
permitted except as provided within the CWD Specifications. The appropriate
CWD Supervisor as defined in the CWD Specifications shall determine the
acceptability of any deviation from the those specifications. Private water lines
and appurtenances shall be designed to the same standards as public water lines
and appurtenances. All water installation work and water distribution material
must comply with the "CWD Specifications". Details for this project must be the
same as those within the above referenced CWD Specifications.
3. The project shall be constructed, completed, maintained, and operated in
accordance with the approved plans. No changes shall be made in the project
without the written approval of the appropriate CWD supervisor. A copy of the
final approved plans shall be submitted to the Department prior to construction of
the water system improvements.
4. The applicant, developer or owner of record shall procure all permits, licenses,
and easements that may be required to complete planned construction, including
payment of all applicable fees, and shall comply with all conditions set forth in
each permit.
5. 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 Cily Of South
Burlington, henceforth the `Backflow Ordinance." Please contact this department
for more information on the installation and proper setting of backflow prevention
devices.
6. The above referenced CWD Specifications state that no water lines shall be
installed after November 15 or before April 1 without prior approval of the
Superintendent. The appropriate CAD Supervisor may restrict work before
November 15 and after April 1 during adverse weather conditions.
7. Each service shall consist of a corporation, curb stop, copper tubing, and curb box
with stainless steel service rod placed on a solid concrete block. Corporations
shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing brass 4381, or
Department approved equal. Curb stops shall be Cambridge Brass No -Lead
brass, Red Hed Manufacturing SB 5151/134151, or Department approved equal.
No -lead brass fittings shall be Cambridge Brass No -Lead Brass, Red Hed
Manufacturing brass, or Department approved equal.
8. The existing water service shall be shut off at the new curb stop, and the line cut
and crimped after the new building is constructed and before the existing building
is demolished. The SBWD shall remove the existing meter and remote before
demolition begins.
9. The existing water service is connected to a "shared" water service with the Tire
Warehouse. The SBWD's responsibility ends at the nearest curb stop on the
existing water service line, thus making our responsibility consistent with the
Water Ordinance, from the main to the curb stop. Any service line work from the
downstream side of the curb stop and beyond is the responsibility of the owner(s).
10. Prior to any building construction, the building contractor must contact this
Department to discuss City requirements for meter sizing, meter settings, and
backflow protection.
11. The SBWD shall be notified in advance to inspect all mechanical joint fittings,
main line taps, appurtenances, thrust blocks, water line crossings, and testing prior
to occurrence or backfilling.
12. Further review changes may be required as this project proceeds through the
permit process.
If you have any questions or I can be of further assistance, please call me.
Sincerely,
Jay Nadeau
Superintendent
CC. Cathyann LaRose
Bruce Hoar
Doug Brent
Plan Reviews: Merchants Bank 1-08
Page 1 of 1
Juli Beth Hinds
From: Juli Beth Hinds
Sent: Tuesday, August 28, 2007 11:38 AM
To: David G. White
Subject: Traffic Overlay for K-Mart & Merchants
The Oracle Speaks:
Because Merchants Bank shares its access to Shelburne Road with K-Mart, what
tire'll have you do is to project the ITE trip ends for (a) the occupied K-Marts ace
and (b) the existing and proposed banks. p
The property is in zone 3 for traffic Overlay, gluing You 4,5 trip ends per 40,000 SF
for a traffic "budget," ,As big as that total property
the budget even with K-mart's trips added in pIf you're over t werobamay wwea within
t to
use existing counts for the site as the baseline. The bank would be eligible for the
"internal absorption of trips" reductions in Appendix B as well.
Juli Beth Hinds, AICP
Director of Planning & Zoairig
City of South Burlington
575 Dorset Street
South Burlington, V'1' 05403
(802) 846-4106/4101 fax
ihinds@sburl.conr
www.sburl.com
1/15/2008
Technical Memorandum
Peak Hour Trip Generation
Merchants Bank - 929 Shelburne Road
South Burlington, Vermont
January 23, 2008
Backeround
The Merchants Bank presently operates a drive-in bank branch located at 929 Shelburne Road; located in
Burlington Plaza (more commonly referred to as "K-Mart") on the west side of Shelburne Road south of
I-189. Burlington Plaza was originally developed in 1968 as a 12.02 acre planned unit development
(PUD). Tenants of its primary building on the west side of the property originally included a K-Mart
store (60,671 sf), a Martin's supermarket (20,550 sf) and 18,050 sf of other retail. The other retail space
included a cinema complex, a drugstore, a dry cleaner and a video store. Presently, only K-Mart remains
and the remaining 38,600 sf is vacant.
In 1974, Merchants Bank constructed an approximately 1,000 sf drive-in bank in a free-standing modular
building that was originally intended to be a "temporary" facility. This building is located on a 17,075 sf
lease lot on the east side of the property closer to Shelburne Road. The existing bank building has
exceeded its original design life, and Merchants desires to replace it with a new state of the art facility.
The new Merchants Bank drive-in bank is proposed to be a 2,100 sf facility located just north of the
existing bank, and will be located on an expanded 1.02 acre lease lot.
K-Mart presently has two accesses, one directly onto Shelburne Road at a signalized major intersection,
and the other onto Queen City Park Road at an unsignalized intersection. Also just opened is a new
connection with Hannaford Drive and Fayette Road; providing a new alternative access route for trips
traveling to and from the south. All accesses are used by Merchants Bank customers.
Merchants Bank Peak Hour Trips
Although there are numerous historical traffic counts and studies along Shelburne Road in this immediate
area, none have specifically determined the number of peak hour trips generated by the existing
Merchants Bank drive-in bank.
The peak hour trip generation of the existing bank was determined from a pm peak period count (4:00-
6:00 pm) performed by this office on Friday, August IWh. During that two-hour period, the bank's trip
generation peaked from 4:00-5:00 pm at 196 vehicle trip ends per hour (vte/hour). The lobby closes at
5:00 p.m., but the drive -up windows stay open until 5:30 on Fridays. Because of this, the bank's trip
generation during the peak hour of adjacent street traffic (4:15-5:15 pm) was observed to be slightly
lower at 175 vte/hour.
During the 4:00-5:00 pm peak hour, 132 of the 196 trip ends (67%) entered and exited via the Shelburne
Road access. Of the 98 peak hour customers, 31 utilized the drive up windows and 67 parked and walked
in.
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
Page 2
The City of South Burlington's Land Development Regulations includes a Traffic Overlay District
(TOD); in which the Shelburne Road / K-Mart intersection would be classified as Zone 3. The weekday
pm peals hour trip generation in Zone 3 is limited to 45 vte/hour/40,00.0 sf of lot area. A 1 n that to
the proposed 1.05 acre lease lot results a peak hour trip cap of 52 vte/hour. understand that cap
this .
would be, applied to only those trips entering and exiting via the Shelburne Road access/intersection.
For this facility, based on Section 10.02 F. (3) of the Traffic Overlay District (TOD) regulations, it is our
opinion that the 4:00-5:00 pm (196 vte/hoyr) represents the one -hour time period that is being regulated.
Also, under Section 10.02 H. (2), the existing peak hour trip generation is the maximum allowed for the
site. Thus, Merchants Bank is grandfathered at 196 vehicle trip ends.
Additionally, Section 10.02 F. (2) requires that the peak hour trip generation of new proposed uses be
estimated using ITE trip generation rates'. For the proposed 2,100 sf facility, applying the ITE peak hour
of adjacent street traffic rate of 45,74 vte/hour/1,000 sf results in 96 vte/hour; well below the existing
peak hour trip generation.
The high number of peak hour trips being generated at the existing bank raises questions of why a larger
new facility wouldn't .generate more trips. Having discussed this with the Merchants Bank, we
understand that the number of banking transactions has dropped at this location, and that the proposed
redevelopment is necessary step to remain competitive. They believe that some of this is due to the
existing facility being functionally obsolete, unattractive and not meeting current code requirements (e.g.
ADA). They also note that the general trend in the banking industry is of customers doing more of their
banking by electronic transactions (debit cards, credit cards, automatic deposits and electronic bill
paying) rather than depositing and cashing conventional paper checks. The increased availability and use
of ATM's at non -bank locations has also contributed to this trend.
Future trip patterns at this location will also be altered by the opening of the new connection to
Hannaford Drive and Fayette Road.. This will create opportunities for internal capture of multi -purpose
trips as well as to redirect some portion of existing trips now presently entering and exiting via the
Shelburne Road / K-Mart intersection.
The proposed site plan of the new bank facility will also provide improved internal traffic circulation,
pedestrian accessibility, safety and aesthetics (traffic calming). The existing bank has two curb cuts
directly onto the main roadway serving the plaza. One of these is located within 20 ftf .of Shelburne
Road, and its turning movements will occasionally cause brief delays to vehicles as they ,enter from
Shelburne Road. Both existing curb cuts will be closed and replaced with new curb cuts located on the
west side of the bank's parcel away from the main flow of traffic entering and exiting via Shelburne
Road. The new bank layout will also provide improved queue storage for the drive-thru lanes.
Trim Generation, Institute of Transportation Engineers, 7" Edition
Lamoureux & Dickinson
Consulting Engineers, Inc.
Technical Memorandum
Page 3
Conclusion
In summary, we conclude that the existing Merchants Bank facility located at 929 Shelburne Road is
grandfathered at a higher number of peak hour trips (196) than what would ordinarily be estimated
through the use of ITE trip generation rates. Redevelopment of this facility with a new 2,100 sf building
would normally be estimated to generate a total of 96 peak hour trips. While the larger size of the new
facility has the potential to attract additional customers, this is considered to be unlikely. Further, it is
our opinion that the opening of the new access/connector linking K-Mart with Hannaford Drive and
Fayette Road, combined with the improved internaltraffic circulation provided by the redeveloped bank
site, will provide for a. net benefit for traffic flow as described in Section 10.02 H. (3) of the Traffic
Overlay District Regulations.
Lamoureux & Dickinson
Consulting Engineers, Inc,
Permit Number SD-
v
CITY OF SOUTH BURLINGTON
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 OF RECORD (Name as shown on deed, mailing address, phone and fax#):
Martin's Foods of South Burlington, Inc., c/o Hann ford Bros. Co, ATTN: Ande A.
Smith, P.O. Box 1000, MS 9805 Portland, ME 04104
2) LOCATION OF LAST RECORDED DEED (Book and Page #): Book 408, Page 119
3) APPLICANT (Name, mailing address, phone and fax#): Merchants Bank, ATTN: Gary
Dean, P.O. Box 1009, Burlington, VT 05402-1009
4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.):
Ground lease
5) CONTACT PERSON (Name, mailing address, phone and fax#): David G. White,
David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington VT
05402-1007, phone 862-1225, Fax: 862-3601
6) PROJECT STREET ADDRESS: 929 Shelburne Rd, South Burlington, VT 05403
7) TAX PARCEL ID # (can be obtained at the Assessor's Office): 1540-009357.0
8) PROJECT DESCRIPTION:
a) Existing uses on property (including description and size of each separate use):
KMart: Retail Use; Merchants Bank: Bank branch, with drive -up teller
b) Proposed uses on property (including description and size of each new use and
existing uses to remain): Kmart and adjoining retail: To remain, no change to existing
permits; Merchants Bank: Demolition of existing building and construction of 2,120
SF branch with drive -up teller
c) Total building square footage on property (proposed buildings and existing buildings
to remain): Kmart (existing, no change): 60,677 SF; Adjoining Retail (existing no
Merchants Bank, Shelburne Rd Page -1- Sketch Plan Application
February 2008
0�
9)
changer 40,265 SF; Merchants (proposed) 2,120 SF plus 180 SF covered porch and
624 SF canopy over the drive -through tellers
d) Proposed height of building (if applicable): 32' measured to top of cupola.
e) Number of residential units (if applicable, new units and existing units to remain):
Not applicable no residential buildings on site.
f) Other (list any other information pertinent to this application not specifically
requested above, please note if Overlay Districts are applicable): Project to be
constructed and occupied in twoj2hases Existing branch to stay open until time of
opening of new branch New branch will be built on site and existing branch will be
razed once new branch is opened - see "Grading and Utilities Site Plan." Please note,
this application is intended to include subdividing bank's 1.02 acre lease parcel, as
well as PUD and Site Plan review. Project located in Traffic Overlay District.
LOT COVERAGE: See Sheet 1 of 8, "Overall Site Plan."
Existing
-Proposed Site Plan 1
Proposed Site Plan 2
Building
Overall
Front Yard — Shelburne Rd
Front Yard — McIntosh Ave.
10) TYPE OF EXISTING OR POPOSED ENCUMBRANCES ON PROPERTY
(easements, covenants, leases, rights of way, etc.): See Sheet 1 "Overall Site Plan' for
all existing encumbrances No new encumbrances are being proposed as part of this
application.
11) PROPOSED EXTENSION, RELOCATION OR MODIFICATION OF
MUNICIPAL FACILITES (sanitary sewer, water supply, streets, storm drainage, etc.):
None.
12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING
ADDRESSES (this may be provided on a separate attached sheet): See attached
13) ESTIMATED PROJECT COMPLETION DATE: December 31, 2008
14) PLANS AND FEE
Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5)
regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A sketch
subdivision application fee is free.
Merchants Bank, Shelburne Rd Page -2- Sketch Plan Application
February 2008
,1
I hereby certify that all the information requested as part of this application has been submitted
and is accurate to the best of my knowledge.
fL/
SIG OF APPLICANT
BY: Gary lean
SIGNATURE OF P ElfTY OWNER
BY: Martins Foods of South Burlington, Inc. — L s A kA ► L LE P4,
Do not write below this line
DATE OF SUBMISSION: 3a d
I have reviewed this final plat application and find it to be:
✓Complete .,,7 _, Incomplete
of Planning & Zoning or Designee Date
Merchants Bank, Shelburne Rd Page -3- Sketch Plan Application
February 2008
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.
fL/
SIG OF APPLICANT
BY: Gary lean
SIGNATURE OF P ElfTY OWNER
BY: Martins Foods of South Burlington, Inc. — L s A kA ► L LE P4,
Do not write below this line
DATE OF SUBMISSION: 3a d
I have reviewed this final plat application and find it to be:
✓Complete .,,7 _, Incomplete
of Planning & Zoning or Designee Date
Merchants Bank, Shelburne Rd Page -3- Sketch Plan Application
February 2008
r 1 117/08
DESCRIPTION
13" Square Lens Units offer lens/trim combinations for different controlled
light distributions. Highly efficient reflector design allows maximum
utilization of Medium Base or Mogul Base Metal Halide lamps. Reflector can
be removed for ballast and junction box access.
SPECIFICATION FEATURES
A ... Reflector
.050 one piece hydroformed and
polished aluminum, with clear
specular AlzakOe finish.
B ... Trim Ring
Painted extruded, gasketed
aluminum frame.
C ... Socket Cap
Die-cast aluminum.
D ... Housing/Mounting Frame
Extruded aluminum 1 7/8" deep
collar with stamped steel mounting
frame (#16 GA..062).
E ... Universal Mounting
Bracket
Exclusive universal mounting
bracket accepts 1/2" EMT,
A.......................................
C channel, T bar fasteners and bar
hangers. Adjusts 5" vertically from
above or below ceiling.
F ... Conduit Fittings
Die-cast screw tight connectors.
G ... Junction Box
U.L. listed for eight #12 at 90°C pull
through branch wiring. Positioned
to allow straight conduit runs. Six
1/2" and two 3/4" knockouts are
provided. Access to junction box
through removal of reflector.
H ... Ballast
Quick mount plug-in thermally
protected ballast with dual tap for
120/277V. Ballast secures to
mounting frame with spring lock.
1Z-111/16"
1322mml
14 1/2"
1368mm)
i ... Torsion Springs
Keep lens frame securely in place.
J ... Lens Trim
Square prismatic drop, clear glass,
11 5/16" (287mm) sq. x 1
7/8" (48mm) deep.
Insulation Detector
Provides protection against
improper use of ceiling insulation.
Labels
U.L. listed, C.S.A. certified,
standard damp label, IBEW union
made.
IL27 1/2"
'W 1699mull —
M53237 730 14 3/4' 1375mm)
M5324T 740 14 3/4' 1375mm)
M5335T 750 17 15116" 1456mud
M5336T 750 19 11/16' 1500mm1
1
'A'
PORTFOLIOTM
M5322T
M5323T
M5324T
M5335T
M5336T
11311
50 - 25OW
MH
13" PRISMATIC DROP
ENERGY DATA
70W Metal Halide
input Watts: 94
OperuHngrSlamng Current:
12OV- 0.85 / 0.53; 277V. 0.37 / 0.27
Power Factor: 9D%
100W Metal Halide
Input Wafts 125
Operating/Starting Current:
120v. 1.101 1.20; 277V.0.48 / 0.65
Power Factor. 90%
175W Metal Halide
Input Watts: 205
Operas g/Starung Current:
12OV. 2.00 / 1.65; 277V.0.87 10.70
Power Factor: 90%
z50w Metal Halide
Input Watts 290
Operating;Starting Current:
120V- 2.60 / 2.10; 277V.1. u / 1.90
Power Factor: 9016
ORDERING INFORMATION
Sample Number: Complete unit consists of housing, ballast and trim.
Housing
Options
Ballasts Trims Flnbh
Accessories
M5322' 13" SOW Square Med Base
on Quartz Restrike
720; SOW MH 1201277V Magnetic 11311' Square Prismatic Is White Trim, Clear
H826: C Channel ear Hangers. 2e' Long.
MH
System with
728' SOW MH 1201347V Magnetic Drop Lens Glass
Pa"
M5323° 13" 70W Square Med Base
Time Delay,
1DOW DC
730. 70W MH 1201277V Magnetic
HBs6= C Channel Bar Han e s
Pan 9 r . Sn' Long,
MH
M5324° 13" -- S uare Med
q
Bayonet Base
Quartz Lamp
738° 70W MH 1207347V Magnetic
F7(: Field Installed Fuse Ktl, Specify
Amperage
Base MH
(1rlClgded
74W 10OW MH 120277V Magnetic
M5335- 13" 175W Square Med
X' DC Bayonet
748: 1DOW MH 120/347V Magnetic
RMB-n= wood .mist ear Harper, 2r Long,
Pair
Base MH
Lamp Socket
750: 175W MH 120277V Magnetic
M5338° 13" 25OW Square Med
only for Quartz
758, 175W MH 120/347V Magnetic
Base MH
Standby Lamp
760= 250W MH 120277V Magnetic
/
788: 25OW MH 120/347V Magnetic
DOPER Lighting
Specifications and Dimensions subject to change without notice.
ADPO51867
www.cooperlighting.com
Consult
your representative for additional opnona end finishes.
06/04/2007 10:21:13 AM
t
PHOTOMETRICS
Candlepower Distribution
Test No. H32004
M5324-74OT-11311P
1000 lam p=M 100
t
Lumens= 7600
2000 Spacing Criteria— 0.8
' Efficiency= 62.4%
r
3000
4000
5000
Average
Candlepower
Luminance
Deg.
CD
Dap.
CD/SO M
0
3340
45
3634
5
3289
55
2562
15
2576
65
2293
25
1749
75_
2259
35
1193
85
2247
45
781
55
486
65
335
75
236
85
134
90
91
Candlepower Distribution Candlepower
Test No. E429-44 Deg. CD
0 10033
M5336T-760-11311P 5 9881
25°0
Lam
15 7sop=MS250/C/HOR s
7904
Lumens=23000
t
25
5000
Spacing Criteria=0.8 35 4143
Efficiency=62.8a/
45 2585
7500
'
55 1519
'
65 1044
r
75 764
10000
85 468
90 326
2500
M533ST 11311
Cone of Light
Distance to Initial Nadir
Beam
Illuminated Plane Footcandles
Diameter
5'6" 112
4'6-
6'6" 80
8'0" 53
Va..
1010" 34
810"
12'0" 24
10'0"
14'0" 17
1115"
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half -fool.
Footcandle values are initial, apply appropriate
light lass
factors where necessary.
Lamp Wattage Multiplier
70W x 0.625
Cone of Light
Distance to
Illuminated Plane
4'0'
Initial Nadir
FTIIes
Beam
Diameter
4'6'
5.6"
238
6-1-
7-0"
139
816'
9'01,
1016"
81
%
10'6"
12'8'
12'0" 7
48
14'6"
Beam diameter is to 50% of maximum footcandles, rounded
to the nearest half -foot.
Footcandle values are initial, apply appropriate light loss
factors where necessary.
Lamp Wattage Multiplier
175W x 0.60
Coorm Lighting Specifications and Dimensions subiect to change without notice. ADPO51867
www.cooperlighting.com Portfolio • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486-4800 • FAX 770.486.4801 MO4/2007 10:21:13 AM
TYPE B
1 /1 T/O8
[amp
Included!
AC Series
6" Extended Pole Mount
This compact forward -throw reflector has a main beam of 60+ degrees from vertical
(30 degrees from horizontal), providing wide lateral distribution and excellent
uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise
cutoff adjustability.
Three Sizes:
12" square x 5' deep (305 x 127 mm)
16' square x 6.5" deep (406 x 165 mm)
22" square x 9.3" deep (559 x 235 mm)
Candlepower distribution curve of
40OW MH 16" Area Cutoff Light.
1W ea eo' 40' 2V 0' ply 4P W a 100'
tav 4e.5
W 42.7
tea X.
tee' 30.5
24.4
W 189
10 9 122
ply ... 8.1
40' 12,2
305 244 M ip2 fl1 Om V OU *3 X4 3"
Isofootcandle plot of 40OW MH
Area Cutoff Light at 25' (7.6 m)
mounting height, 0° tift above
horizontal, with backlight shield
removed.
Z
Z
40 Vr J
Vriller Information
Housing Wattage/ Catalog i e/uuy Mounting Code Pae��f
Size (sq.) Lamp Number Iizc, (Insert Code at ' in Catalog 0) 4,eem
12" 15OW PSMH MAC'615-M 219 1 = 1-1/2" Close Pole Mount 9
16` ' 32OW PSMH AC'632-M 263 2 = 6' Extended Pole Mount $14
22" 750W PSMH AC'675-M 473 3. 2' Adjustable Fitter $22
12" 50W MH MAC'405-D 203 4 = Yoke Mount 10
12" 70W MH MAC'407-D 203 6 = 1/2" Adjustable Fitter $10
12" 10OW MH MAC_410-D 203 (12' housing only)
12" 175W MH MAC4417-M 192 8 = Without Mounting (hardware) $6
16' 175W MH AC"417-M $239 K = Round Tube Off -Center $132
16' 25OW MH AC"425-M $241 Tenon Mount (16' housing only)
16' 11 40OW MH AC-440-M 247 (Fo(2-3/6'or3'O.D.)
22' 4, 1000W MH AC'499-M $417 M = Round Tube Off -Gender $11 b'
12' 35W HPS MAC"503-1 $1.75 Direct Mourd (16' housing only)
12" 5OW HPS MAC'505-D 196 (Direct Filter lot 4'sq. pole)
12" 70W HPS MAC'507-M $196 W = Wall Mount $20
12' 1DOWHPS MAC"510-M 196 (3acidight Shield is standard)
12' 15OWHPS MAC4515-M $196
16' 25OW HPS AC4525-M $261 NOTE: When using multiple 22' sq.
16' 40OW HPS AC'540-M 271 housings at 90' configuration, a special
12' arm is required; see page 156.
Specify Mounting (additional cost)
Other lamp wattages available -consult factory
q Reduced envelope lamp. E028 for 32OW PSMH and 40OW MH; BT37 for 1000W MH.
Options: (Factory -installed) Change Add After 4;7Aa1
Description Suffix To Suffix 14dden
277V Reactor ballast (PSw only) 27 " adders
120V Reactor ballast (50-150W HPS 12' lousing only) 1 deaaet 21
480V ballast (32(yw PSMH.175-1000W MH A ralaeW HPS pdy) 5 9
480V ballast (70-100W MH only) 5 $18
347V ballast (50W HPS only) 6 ore adder
Quad -volt ballast (50-400W MH only) M 9
Quad -volt ballast (sow HPS only) M ow adder
Tri-Volt ballast (320W PSMH,175-1000W MH & T sea adden
70-40OW HPS only)
Tri-volt ballast (50-100w MH Doty) T $9
Single Fuse (277V Rear, tor,120V, 277V or 347V) 27,1, 2 or 6 F 12
Dual Fuse (20eV, 240V or 480V) (rW Canada) 3, 4 or 5 F $2e
Quartz Standby (delay -relay type) (includes 10DW 0 lamp) (Na 277V Rail Q $40
Button Photocell (Factory -installed with all mountings other span 2' Adjustable Fitter)
NOTE: Na on 1000W w/120V; all 480V 27.1. 2, 3, 4 or 6 P $10
External Photocell (Factory -installed) (Page 133)
For fixtures w/1000W,120V 1 P $22
For fixtures w/480V 5 P $22
Accessories: ,AeA" PaeJlay ,�celiay
(Field -Installed) 12" Atea 16" ;Nuee 22" Xtrie,
Wire Guard FWG-12 $10 FWG-16 $12 FWG-22 $24
Backlight Shield SBL-12 $3 SBL-16 5 SBL-22 $'6
(standard on AC Series Wall Mount)
Button Photocell (Field -installed in fixtures with 2' Adjustable Fitter) Catalog t ;Mae)m# f�uu
For fixtures w/120V (rVa on 1000W) PC-1 2�
For fixtures w/208, 240 or 277V PC-2 .dLr
For fixtures w/347V PC'6 $
Mountings .................................................... Page 116
Catalog Number LoglcNoltage Suffix Key ........................... Page 115
011ticalSystems.......................................... Pages 104-107
Accessories .. ............................................ Page 133
Mounting Alternatives ...................................... Pages 156-157
Mounting Brackets. . ... ..................................Pages 158-159
Poles.. _............................................... Pages 160-169
Performance... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • www.ruudlighting.com
1/17/08
IN
u
Liedm
p
Inc
R7F26/32 New Construction
R7FR26/32 Remodel
10 times longer -lasting
than incandescent lamps
This compact fluorescent (CFL) light is
a remarkable light source. With an
average rated life of 12,000 hours, it will
last 10 times longer than an ordinary
A19 incandescent lamp, while using
only one-fourth of the electricity.
Unlike typical fluorescents, the
1710-2200 lumen output compact lamp
(included) has a color temperature of
3500K and a high Color Rendering
Index of 82.
Fluorescent recessed fixtures are the
obvious choice for installations where
lighting is used continuously. Not only
does the long lamp life save on
relamping and maintenance, but the
cool operating temperature reduces air
conditioning loads.
R7F Features
Adjustable housing
Adjusts up to 1-3/8 inch in plaster
frame to accommodate different ceiling
thicknesses.
Oversized junction box
The R7F26/32 is designed for easy
through -branch circuit wiring. Eight
(4 in - 4 out) No.12 AWG (90C)
conductors are permitted in the box. For
a quick and easy wiring access, junction
box covers are retained with a snap latch.
[326;
I
Rigid bar hangers
These rigid bar hangers are for
use in 16-inch to 24-inch O.C. wood
joist or T-Bar construction. This design
permits sturdier installations that are
less prone to sagging. Because the
recessed fixture can now slide anywhere
along the bar hanger, they are handy in
T-Bar ceilings where centering of the
fixture within the ceiling panel is
desired. One-piece 27-inch bar hangers
(RBH27) are available where required.
Versatile plaster frame
Adaptable to new or existing ceilings.
For existing ceilings, remove bar
hangers and use RRC Remodel Clips.
R7F26/32 and R7FR26/32
Features
Electronic universal ballast
Microprocessor -controlled electronic
ballast automatically senses supply
voltage 120 volts through 277 volts.
Ballast is accessible from below the
ceiling and is Class P thermal protected
Thermal protection
Luminaire is thermally protected in
accordance with Article 410 of NEC.
RFI Emissions
In compliance with Commercial FCC Part
18 emission levels.
Order
r r
Wattage'/
Lamp Type Description Volts
Catalog #
r�cer.e.
(1)26Wor(1)32WCFL New Construction 120-277
Triple Tube Remodel- 120-277
R7F26/32
R7FR26/32
d!
`Specify 26W or 32W lamp wattage when ordering.
-Supplied with 4 remodel clips
Options: (Factory -installed) (commercial use only)
Description
0-10V Electronic Dimming Ballast (120 or 277V)
Add to
Catalog #
A
/fddc
$7,
Power Line Electronic Dimming Ballast -120V
1 F
$yg
Power Line Electronic Dimming Ballast - 277V
2P
¢q;
347V Electronic ballast (consult factory)
Accessories
Pair 27" Flat Bar Hangers (1171' only)
Catalog #
RBH27
�refea
T-Bar Clips (4) (R7F only) (use with RBH27)
R rBC
$:
Oversize Metal Trim Ring (7-7/8' o.d.) (Not for use with RT18)
ROTR
$;
Remodel Clips (4) (R7F ony)
RRC
Accessories ....................................................Pages
Pholometries and Coefficients of Utilization .......................
336-33
Pages 338-34t
120 or 277V Power Line
Electronic Dimming* ballast
option
Operates from 2-wire compatible
dimmers.100% to 5% continuous
dimming. Lamp ignition at any light
output setting.
120 or 277V Low -Voltage
Dimming* ballast option
Operates from compatible 0-10V DC
controllers on Class 1 or Class 2
low -voltage systems.100% to 5%
continuous dimming. Lamp ignition at
any lighting output setting.
Minimum starting
temperature
0°F (-18*C) in open fixtures.
R7F26/32
New Construction
7.I15' o
plazter frame r-- 6.43'
dimensions: 7.25-
10.5'Lx7.25W
Adjustable socket
Socket plate is adjustable as required
for different trims.
Labels
Both housings are UL and cUL Listed
for damp locations. The R7F is listed to
feed -through wiring.
NOTE: For recommended dimming
controls see page 337.
• Lamps must burn -in 100 hours
minimum prior to any dimming trial.
R7FR26/32
Remodel
Customer Service... DIRECT!
(800) 236-7000, 7 a.m. to 6 p.m. CT
Fax: (800) 236-7500 • www.ruudlighting.com
1 /17/08
Construction
Unlike other bollards, this unique
design positions the lens on the top
of the fixture. The clear lens is sturdy
F
i
injection -molded acrylic (HQ or
polycarbonate (HCD and HCF). It
attaches to the housing with an
overlapping die-cast aluminum retainer
i -
ring. For quick relamping, only four
flush -mounted, stainless -steel fasteners
need to be removed from the base. Two
silicone lens seals prevent moisture
(
from entering the lens. Optional
decorative Dome Top or Extended Flat
Top styles also are available.
The housing is an aluminum extrusion
that is standard with our exclusive
Colorfast DeltaGuardTM finish, featuring
an E-coat epoxy primer with bronze
ultra -durable powder topcoat. Consult
factory for availability of other finish
colors. The housing fastens to a cast -
aluminum base with four supplied
1/4-20 flat -head, stainless -steel screws.
Within the housing, a formed and
channeled heavy -gauge steel frame
supports the electrical components and
reflector. A double -lip silicone seal at
the top of the reflector and a sealed
lamp socket prevent insects, dirt and
moisture from entering the optical
system.
Ballast
high -power -factor ballast is standard.
The 13-watt fluorescent and 35-watt
HPS bollards are standard with a
120-volt ballast and are available with
n optional 277-volt ballast.100W HPS
is standard with a quad -volt ballast
(120/208/240/277). All other wattages
re standard with a dual -volt ballast
(120/277V; in Canada, on 50-watt MH
nd all 70- and 100-watt fixtures, a
i-volt (120/277/347V) ballast is
supplied. in the U.S., additional
quad -volt (120/208/240/277V) ballast
option for 50-to-100-watt MH and
70-watt HPS bollard is available.
13-watt quad -tube compact fluorescent
(CFL); 50, 70 and 10OW MH; 35, 50,
70 and 100W HPS (clear, medium base
for MH and HPS).
Installation
The entire extrusion and lens an be
removed from the base as one
assembly. The base is secured to a
concrete tooting using three 3/8' x 6"
steel anchor bolls supplied. We suggest
installation in a 2' deep x 12' diameter
poured base, unless soil type and frost
line in your area dictate a deeper base. A
3-inch diameter conduit opening is
provided in the base for ease of wiring.
Performance
The exclusive optical system of the clear
lens HC Series produces twice
the light output of most competitive
products. A 70° main beam provides
uniform distribution with low brightness
at spacings up to 40 feet. While only
36 inches high, the HC Series achieves
a light center slightly less than 3 feet.
(Other bollards need 42 inches of height
to accomplish this.)
Labels
The Round Bollard is UL and cUL Listed
for wet locations and enclosure
classified IP65 per IEC 529 and IEC
598.
Orderinformation
Wattage/ Catalog Number
Lamp Type Standard
Catalog Number
Dome Top Extended Flat Top
Clear Lens r%w'Aa'fr'Kiee
50W MH HC405-D $354
HCD405-D
HCF405-D
reAuay e
$369
7OW MH HC407-D 354
HCD407-D
HCF407-D
369
10DWMH HC410-D 354
HCD41D-D
HCF410-1)
369
35WHPS HC503-1 326
HCD503-1
HCF503-1
341
5OW HPS HC505-D 4F47
HCD505-D
HCF505-D
362
7OW HPS HC507-M $347
HCD507-M
HCF507-M
362
1DOWHPS HC510-M $347
HCD510-M
HCF510-M
362
13W CFL HC213-1 303
HCD213-1
HCF213-1
$31f,
Options: (Factory -installed)
Description
2TN ballast (13W CFL only)
Change
Suffix To
2
Add After
Suffix
'*Uea
$10
Ouad-volt ballast (5D-loow MH)
M
9
TO -volt ballast (50-100w MH)
Trl-V011 ballast (70 & 10OW HPS only)
T
T
9
as add"
34N ballast (sow HPs only)
6
addeh
Single Fuse (12OV, 277V or 347V)
Dual Fuse (208V or 240V) (Na Canada)
1, 2 or 6
3 or 4
F
F
$12
$22
Photocell (12DV, 277K 208V. 24DV or 347V)
1, 2, 3, 4 or 6
P
10
180' Shielded Clear Lens
A
$16
Tamperprool Lens fasteners
J
$2
Polyoarbonate Lens (HC Series only) (Standard HCF & HCn)
V
$4
Accessories:
Description
Louver (Field -installed)
Catalog If
HCL
truce
$60
Tamperproof Screwdriver
TPS-1
$1.
Catalog Number LoglcNoltage Suffix Key. .
Accessories . .... ............
.................... _
I ..........
_ .. Page 9
_ ... Page 39
180" Shielded Clear Lens "A" option
Dome Top with Clear Lens (HCD)
PMMMM■M t
call`;'
Extended Flat Top with Clear Lens (HCF)
Solcrtioris... t3IRFM
(800) 236-7000, 7 a.m. to 6 p.m. C'T
Fax: (800) 236-7500 • www.ruudlighting.com 40
2 In
is
v;
The Merchants Bank Site Plan
Landscape Estimate of Probable Cost
Prepared by Gail Henderson -King, ASLA, Landscape Architect
January 2008
Item
ISize
I Unit Cost`
Quantity
I Subtotal
Trees
Amelanchierlaevis
Allegheny Serviceberr
1 3/4" to 2" Cal
$500
10
$5,00
Ginkgo bi/oba
Ginkgo
2 112" - 3" Cal
$650
2
$1,30
Gymnocladus dioicus
Kentucky Coffeetree
2 1/2'' - 3" Cal
$650
2
$1,30
Shrubs
Ilex verticillata
Winterberry
24" - 30" Height
$45
36
$1,62
Juni erus honzontahs
Creepin Juniper
18" - 24" Height
$50
12
$60
Pinus mugo var. mugho
Dwarf Mugo Pine
24" - 30" Height
$60
18
$1,08
Rhus aromatics 'Gro-Low'
Dwarf Fragrant Sumac
24" - 30" Height
$40
12
$48
Spiraea x bumalda 'Anthony
Waterer'
AnthonyWaterer Spirea
18" - 24" Height
$40
14
$56
Spiraea japonica
Japanese Spirea
24" - 30" Height
$40
19
$76
Sym honcarpos x chenaultii
Chenault Coralberr
18" - 24" Height
$40
26
$1,04
Syringa meyeri 'Palibin'
Korean Lilac
30" - 36" Height
$60
32
$1,92
Thu a occidentalis 'Nigra' lArborvitae
36" - 42" Height
$75
24
$1,80
Vibrrrnurn dentatum
Arrowwood Viburnum
30" - 36' Hei ht
$401
21
$84
Perennials and Grasses
Coreopsis verticillata 'Moonbeam'
Coreo sis
#1 Container
$20
10
$20
Hemerocallis spp.
Daylily
1-2 Fan Division,
#SP5 Cont.
$20
56
$1,12
Miscanthus sinensis
Maidenhair Grass
#1 Container
$20
10
$20
Salvia x superba
Purple Sage
#1 Container
$20
10
$20
Sedum x 'Ruby Glow'
Stonecrop
#1 Container
$20
10
$20
Total Estimate
$20,22
" Unit costs reflect average of recent bids and include plant costs plus installation.
LAMOUREUX & DICKINSON Consulting F;ngineers, me.
14 Mon- Drive
Essex ]unction, VT 05452
Te1:802-875-4450 Fax:802-878-3135
E-mail: mail(irldnil?inccring.com
Transportation
Land Development
Environmental
S e r v i c e s
PIANEER
Environmental Associates
Memorandum
To: Merchants Bank
South Burlington, VT
Stormwater Project File
From: Krista Reinhart
Proposed Re -development:
48 Green Street, Suite 2
Post Office Box 354
Vergennes, Vermont 05491
802.877.1380
FAX 802.877.1385
Date: January 15, 2008
Project No: 57178
Re: Summary of Proposed Stormwater
Management System
Merchants Bank is proposing to redevelop an existing 1.12-acre site, which currently contains a
building, driveway, and parking area. Under existing conditions, the site contains 0.86 acres of
impervious surface and 0.26 acres of pervious (landscaped) area. There is currently no
stormwater management infrastructure associated with this developed site. As proposed, the
1.12-acre site will contain the same general features (building, driveway, and parking area), but
with only 0.41 acres of impervious surface (0.45 acres less than existing conditions) and 0.71
acres of pervious (landscaped) area. As described in more detail below, a stormwater
management system is also proposed as part of the overall redevelopment plan.
The 1.12-acre site comprises 1.02 acres of area that Merchants Bank is leasing from Hannaford
Bros., Co. Additionally, there is a small area (0.10 acres) of adjacent developed area to the south
of the leased premises that is proposed to be redeveloped as part of this project. The entire site
is located within the Potash Brook watershed, which is included on the State of Vermont 2006
List of Priority Surface Waters Outside the Scope of Clean Water Act Section 303(d), Part D —
Waters with Completed and Approved Total Maximum Daily Loads (TMDLs).
Site Evaluation for Stormwater Management:
Assessments for infiltration potential and groundwater levels have been conducted by VHB
Pioneer Environmental Associates (VHB Pioneer) as a means of determining the overall
stormwater management plan for this proposed redeveloped site. The assessments determined
that while infiltration rates are acceptable, groundwater is too close to the surface to enable
infiltration of stormwater at this site. Therefore, an alternative approach to managing
stormwater runoff associated with this site has been prepared, which consists of grass channels
that direct sheet flow from impervious surfaces to catch basins and an underground pipe
network. This pipe network then drains overflow to two underground stormwater tanks.
IY
Date: January 15, 2008
Page 2
Project No.: 57178
Pollutant and Hydrologic Loading Analyses:
As a means to assess overall effectiveness and performance of the proposed stormwater
management system in providing water quality treatment and control, VHB Pioneer conducted
a sediment loading analysis and a hydrologic loading analysis, with results described below.
• The sediment loading analysis conducted for the leased site (1.02 acres) determined that
once the entire site is redeveloped with retrofit of the proposed stormwater management
system combined with a reduction (by 0.45 acres) of total impervious area, the resulting
amount of sediment loading to Potash Brook will be significantly reduced from the
calculated amount that discharges from the site under existing conditions. Under
existing conditions, the calculated amount of sediment loading from the leased site to
the receiving water is 413 pounds per year. Under proposed re -development conditions,
the calculated amount of sediment loading is 43 pounds per year, which is a reduction in
sediment loading by 370 pounds per year.
• Inclusion of the adjacent site (0.10 acres) to the south as an "offset" area further reduces
the amount of sediment loading to the receiving water by 37 pounds. With inclusion of
the offset area, the overall project area would result in 6 pounds per year (43 pounds -
37 pounds) of sediment loading to the receiving water, which is less than the combined
pre -development condition of 20 pounds per year.
• The hydrologic analysis using HydroCAD® was conducted to assess control of
stormwater runoff that would be provided by the proposed stormwater management
system, with the following results:
Site Condition
Peak Dischar a Rate (cfs)
1-Year Storm
Event
2-Year Storm
Event
Pre -development
0.18
0.27
Existing development
2.51
2.84
Proposed development with treatment
0.08
0.25
Conclusions:
In summary, the proposed redevelopment of the Merchants Bank site, which includes retrofit of
a stormwater management system combined with a reduction in impervious surfaces, results in
a reduction in sediment loading and peak discharge rates during the 1- and 2-year storm events
(as compared to pre -development and existing conditions). Furthermore, the proposed
stormwater management system would voluntarily meet water quality volume (WQv), channel
protection volume (CPv), and groundwater recharge (Re) standards of the VSWMM.
R\57178 Merchants Bank S Burlington Stormwater\ Reporting\stormwater summary_C B.doc
f.
ocm�a
WHITE C ASSOCIATES, INC.
Beatty Rduisors
MEMORANDUM
TO: South Burlington Planning & Zoning
Development Review Board
MM' Stephanie Hainley
DRTE: January 30, 2008
K: Merchants Bank — Sketch Plan Submission Materials
The following materials are being submitted as part of the Sketch Plan, PUD and Site
Plan application for Merchants Bank, Shelburne Road:
1) Memo re: "Merchants Bank, Shelburne Road — Sketch Plan Application," from
David White & Stephanie Hainley and dated January 30, 2008.
2) Application for Subdivision Sketch Plan Review, dated February 2008.
3) Merchants Bank Abutters List, dated 01/16/08.
4) "Technical Memorandum: Peak Hour Trip Generation," prepared by Lamoureux
& Dickinson and dated January 23, 2008.
5) Memo re: "Summary of Proposed Stormwater Management System," from Krista
Reinhart and dated January 15, 2008.
6) Sheet 1 of 8, "Overall Site Plan," prepared by Lamoureux & Dickinson and dated
1/23/08.
7) Sheet 2 of 8, "Grading and Utilities Site Plan," prepared by Lamoureux &
Dickinson and dated 1/23/08.
8) Sheet 3 of 8, "Lighting and Landscaping Plan," prepared by Lamoureux &
Dickinson and dated 1/23/08.
9) Sheet 4 of 8, "Light Grid," prepared by Lamoureux & Dickinson and dated
1/23/08.
10) Sheet 5 of 8, "Details and Specifications: Road and Water," prepared by
Lamoureux & Dickinson and dated 1/23/08.
11) Sheet 6 of 8, "Details and Specifications: Sanitary, Storm & Misc.," prepared by
Lamoureux & Dickinson and dated 1/23/08.
12) Sheet 7 of 8, "Details and Specifications: Erosion Control & Landscaping,"
prepared by Lamoureux & Dickinson and dated 1/23/08.
168 6Mug Street P. 0. Box 1007 Burlington, Wmont 05402 1001 P: 802 W 1225 f: 802 W H01
13) Sheet 8 of 8, "Phasing, Demolition and Traffic Control Plan," prepared by
Lamoureux & Dickinson and dated 1/23/08.
14) Sheet A2.1 "Floor Plan," prepared by Scott & Partners and dated 11/26/07.
15) Sheet A4.1 "Exterior Elevations," prepared by Scott & Partners and dated
1/23/08.
16) Sheet A4.2 "Exterior Elevations," prepared by Scott & Partners and dated
1/23/08.
17) Lighting Cut Sheets — 5 page set — beginning with "Cooper Lighting, Type A"
and dated 1 / 17/08.
18) "Merchants Bank Site Plan: Landscape Estimate of Probable Cost," prepared by
Gail Henderson -King, Lamoureux & Dickinson and dated January 2008.
Page 2 of 2
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SEE PLAN SHEET / FOR
PROPOSED STORMWATER PIPE
CONNECTION TO EXISTING THE CONTRACTOR SMALL NO-.-'. GSAF- AT
STORMWATER SYSTEM 1-BBB-" ZG E PRIOR TO ANY EXCAVATION.
LEGEND 6" x 4' WYE CONNECON SOUTH
6" GATE VALVE NEW DR IN FOUR SIDED ENCLOSURE
(GATE ON SOUTH SIDE)
j NEW STORMWATER STORAGE TANK 02 SEE LANDSCAPING PLAN FOR ADDITIONAL
PROJECT PROPERTY LINE . - (SEE DETAIL ON PLAN SHEET 6)
NEW STMM #1 I I SCREENING ON NORTH AND EAST SIDES
ABUTTER PROPERTY LINE NOTES
RIM 198.3 II I SEE FOUNDATION PLAN FOR NEW U.D. CLEANOUT
LEASE LOT LINE DRIVE-THRU SLAB ELEVATIONS
12' INV IN • 19425 II / NEW STORMWATER STORAGE T"*t INV • 197.00
BUILDING SETBACK LINE 15" INV. OUT •188.00 / (SEE DETAIL ON PLAN SHEET 8) I 1. PROPERTY BOUNDARY INFORMATION, EXISTING UTILITIES AND SITE
EXISTING CONTOURS 6' Ce001NV. IN •1BB.00 2II J / / NEW U.D. CLEANOUT // INFORMATION WAS OBTAINED FROM THE FOLLOWING PLANS:
6' PERF SDR 35 (SOUTH) /
UTILITY POLE INV. IN
191.00 II I I INV • 189.00 E E E A 'ALTA/ACSM LAND TITLE SURVEY. BURLINGTON PLAZA, 935-947 SHELBURNE
Ti 6' PERF SDR 35 (EAST) ". INV • 19&00 NEW GAS S R LINE
ROAD. SOUTH BURLINGTON. VT', BY RONALD E. GAUTMIER, L.S., DATED JANUARY
i
Z r DQ EXISTING HYDRANT &WATER VALVE INV. IN • 188.50 ) 1 � - �, _ ._ .. i/ ( 1997.
BY OTHERS)
-S�--S- EXISTING SEWER LINE 8 MANHOLE �- _ - - "y
EXISTING STORM LINE & CATCH BASIN I - 1 B) -SITE PUN', TRUDELL CONSULTING ENGINEERS, INC.,
EXISTING GAS VALVE 12 L i / DATED 8/1612000.
;a
/(� 8 PROPOSED LIGHT I / _ - � - 2. A FLOOR DRAIN WILL BE INSTALLED IN THE BATHROOM WHICH WILL BE CONNECTED
_...OENTRANC,
END r-E - - - - - G ,. TO THE MUNICIPAL SEWER SYSTEM.
,y�Wy'., EXISTING TREES DEPRESS V. E N INSTALL TEE AND TWO
•• t CURB /V NEW CURB STOPS 3. SEE PLAN SHEET 3 FOR LIGHTING AND LANDSCAPING.
TABILIZEy -«««--- 4Y4. IT IS THE INTENT OF THE MERCHANTS BANK TO HAVE THE EXISTING BRANCH REMAIN
NEW WATER LINE. HYDRANT & VALVE ONSTRUCTION L i ! OPEN DURING CONSTRUCTION. THEREFORE THE PROJECT WILL BE CONSTRUCTED IN
-6- S- NEW SEWER LINE & CLEANOUT E/EXIY ^� NEE CANOPY i PHASES. SEE PLAN SHEET 8.
NEW STORM LINE & CATCH BASIN DIRECTIONAL SIGN
- - -+ UNDERDRAIN WITH CLEANOUT EXIT/DO NOT ENTER i ' v 5. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND,
- -- -
+ SEE SIGN EXHIBIT E'T NEW 3/4' TYPE; NEW UNDERGROUND ELECTRIC.
PROPOSED ADA COMPLIANT I COPSERPER WA R /7 I Y TELEPHONE AND CABLE TV LINES (BY
.�--� SIDEWALK RAMP WITH DEPRESSED CURB NEW
B# SO IIMVAC - -- _ x 202.5 / I OTHERS)
6' LNV IN • 196.00 EROSION PREVENTION AND SEDIMENT CONTROL PLAN
,12' INV IN/OUT • 195.I 0 ,+ .I I / "' GENERAL NOTES
I
I FFE - 2010 �6 / I STAIRS 1. THIS PROJECT QUALIFIES AS A'LOW RISK' SITE UNDER THE VERMONT
CONSTRUCTION STORMWATER PERMIT PROGRAM. COVERAGE UNDER GENERAL
PERMIT 39020 MUST BE OBTAINED PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST
I I I I BINEW SEWER CLEANOUT I I COMPLY WITH THE "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND
8' SDR 35 PVC STUB I RACI( INV . 197.35 J I SEDIMENT CONTROL" PUBLISHED BY THE VT DEC WATER QUALITY DIVISION.
I FOR FOOTING DRAIN ±I - {
CONNECTION. SEE • x x 202.61 RETAINING WALL 2• A SEDIMENT CONTROL BARRIER SHALL BE INSTALLED ALONG THE WEST SIDE OF
ARCHITECTURAL I DISTURBED AREA
DETAILS PLANS FOR I / PROPOSED I
I ON FOOTING DRAIN p �j I 01.8 ' ' ' : " " ' ' " f CANS 3. THIS PROJECT WILL NOT HAVE DISTURBED EARTH IN ANY ONE LOCATION FOR MORE
( I I I I k Q THAN 14 CONSECUTIVE CALENDAR DAYS WITHOUT TEMPORARY OR FINAL
ENTER SIGN .R 201.61. ^ STABILIZATION.
SEE SIGN EXHIBIT C I t l I'T}. I qr 9I 11 O
y ��, x ` �• I 01I W 4. SEE OTHER PLAITS FOR ADDITIONAL INFORMATION. INCLUDING CONSTRUCTION
END DEPRES6ED «+ I . W DETAILS. RELATIVE TO EROSION PREVENTION AND SEDIMENT CONTROL.
-0CURS I i I I I Z 5. THE LIMITS OF DISTURBANCE SHALL BE MARKED WITH ORANGE CONSTRUCTION
O N FENCE.
.I i I DIRECTIONAL SIGN I l MULCHING NOTES:
_ SEE SIGN EXHIBIT D 1. HAY MULCH SMALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE.
-- _____PHASEm _I C6 _..I 2. EROSION MATTINGSHALL BE PLACED ON ALL SLOPES STEEPER THAN 3H,1V.
L1J 3. PRIOR TO SEPTEMBER 15. ALL DISTURBED AREAS SHALL BE STABILIZED WITH
' tiI I AS I I TEMPORARY SEED AND MULCH OR EROSION MATTING.
F NEW U.D. I I III I , •'`� _
CLEANOUT I. I I
�� INV • 195.0 j 'PER SDR
SNOW ST /
v
NEW C 99. 7 -� I NEW U.D.EANOUT
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6' INV. IN • 195.80 I 9 INV • 196.60 i
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14 Marna, Drive, Eases, 05452
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LEGEND
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.111. PROPERTY LINE
LEASE LOT LINE
BUILDING SETBACK LINE
EXISTING CONTOURS
UTILITY POLE
EXISTING LIGHT POLE
EXISTING TREES
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Project No
07053
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C) MERCHANTS BANK
Doaign
SHELBURNE ROAD SOUTH BURLINGTON, VT.
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14 M- Drive, I-, VT 03452
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GENERAL CONSTRUCTION NOTES
1. ALL WORK AND MATERIALS SHALL SE IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE ALSNUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, THE CRY OF SOUTH BURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CONE
REQUIREMENTS. CHrWPLAN WATER DISTRICT SPECIFICATIONS AND THESE PANS.
2. THE CONTRACTOR SHALL CONTACT ALL UTILRES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY
UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY 91GSAFE7AT 12BBgG5AFE PRIOR TO ANY
EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK MCPOSED EXCAVATION
AREAS USING WARE PANT, STAKES OR OTHER SUITABLE WHITE MARKINGS. N A MANNER THAT WILL
ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE
PROPOSED EXCAVATION ACTMTIES. PREMARKING IS NOT REQUIRED R THE ACTUAL EXCAVATION WILL BE
CONTINUOUS AND WILL EXCEED Son FEET N LENGTH.
S. UTILRIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND
MAY OR MAY NOT M EfTHNM ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EXISTING U71LRIES AND SHALL BE RESPONSIVE FOR ANY DAMAGE M ANY UTILITY, PUBLIC
OR PRNAIE. SHOWN OR NOT SHOWN HHEREON. CONTRACTOR SHLALL CONNECTOR RECONNECT ALL
UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTIU "OWNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AID REMOVAL OF ALL EXISTING SURFACES,
SCHM VEGETATION, PAVEMENT AND STRUCTURES NECESSARY M CONSTRUCT THM PROTECT UNLEBE
OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SMALL REMOVE ALL EXCESS MATERIAL, DEBRIS
AND TRASH FROM THE SITE UPON COMPLETION OF CONSMUCTIW, UNLESS OTHERWISE DIRECTED BY
THE ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE MST
CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE ON A SAFETY HATARD. WHERE
AND W MEN DEEMED NECESSARY BY THE ENGINEER CR OWNER. THE CONTRACTOR SHALL BE REQUIRED
M WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER. APPLY CALCIUM CHLORIDE OR SWEEP
ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL
R ANY SURFACES, LINES. MARKERS OR STRUCTURES WHICH HAVE BEEN MVAAGED BY THE CONTRACTOR'S
OPERATIONS SM BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE COIOTION AT
LEAST EQUUAL TO THAT N WHICH THEY WERE FOUNT) IMMEDIATELY PRIOR TO THE BEGINNING OF
OPERATIONS.
T. CWSTRUCTDN1013 WAMANDCERTIFrAT lSOFTENREOUREDMACONDRIONOFSTATEAD
LOCAL PERMITS. IT R RECOMMENDED THAT CONSTRUCTION Of THE IMPROVEMENTS DETAILED W THESE
PLANS BE OBSERVED BY LAMOUREUX a DICKNSON CONSULTING ENGW EERS INC. (LAD) TO DETERMINE IF
THE WORN IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECRT nT S.
LSD WARES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAYARISE FROM: FAILURE
TO FOLLOW THESE PLANS AND 9PECFlCATMKIS AND THE DESIGN INTENT THAT THEY CONVEY. ANY
CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR N THE CONSTRUCTION OF THE PROPDE ED
IMPROVEMENTS WRHMT L]D's PRIOR KNOWLEDGE ANn CONSENT. AN)DR FAILURE M SCHEDULE
OBSERVATION OF THE WORK AND TESTING N PROGRESS,
B. FOR ANY WORK WITHIN THE PIBLJC RIGHIT-0E-WAY A AWalAIM OF ONE-WAY TRAFFIC SHALL BE
MAINTAINED AT ALL TIMES. CONTINUOUS T WPWAY TRAFFIC WILL BE REQUIRED AT NIGHT, DURING
PEANlIWRS, ARO WKNEVER POSSIBLE WRING ACTJAL CONSTRUCTION ACTIVITIES. TEMPORARY
CONSTRUCTION SIGNS AND TFUFFIC CONTROL SIGNS SHALL W ERECTED BY TINE CONTRACTOR N
ACCORDANCE WITH MUTCD STANDARDS.
P. TO ASSURE COMPLIANCE WITH THE PLANTS). THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN
ADVANCE OF STARTING ANY WORK, COMMENCEMENT OF CONSTRUCTION OF BUILDING, BEGINNING
INSTALLATION OF ANY UTILITIES. BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING.
AND FINAL INSPECTION.
10. THE HIORZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF THE "TEN STATE STATOMOS- RECOMMENDED STADARDS
FOR WATER'
11. THE FINISH GRADE SLOPES SHALL SE AS SHOWN ON THE PLANS. FINISH SLOPE$. DITCHES AND DISTURBED
AREAS SHILL RECEIVE A MINIMUM OF I- OF TOPSOIL AND SHALL BE FERTKMED. WINED, LINED. AND
MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS
INCLUDED W THESE PLANS.
12, ALL FILL SHALL SE PLACED N S INCH LIFTS AND THOROUGHLY COMPACTED TON% OFMAXIMUM DENSITY
AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DNB STANDARD PROCTOR. UNLESS
OTHERWISE SPECIFIED.
13. PRIOR TO CONSTRUCTION. ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER
14. PRIOR TO PAVING. ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SHALL SE NAMED ED TO FlMS I GRADE,
15. BACKFILL UNDER PIPES N FILL AREAS SHALL BE COMPACTED TO M%OF MAXNUM DENSITY. A MINIMUM
OF (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTORS EXPENSE UNDER EACH RUN OF POPE
RMM TO INSTALLATION. THE PIPES SHALL ONLY SE INSTALLED OVER ADEQUATELY COMPACTED SO.S.
16. AT COMPLETION OF GIIADING, SLOPES. AND DITCHES, ALL DISTURBED AREAS SMALL M SMOOTH AND
FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.
WATER DISTRIBUTION SPECIFICATIONS
NOTE:
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 BURLINGTT
COLCHESTER FIRE DISTRICT I1. AND THE VILLAGE OF JERICHO,
HENCEFORTH THE'CWD SPECIFICATIONS'.
SOUTH BURLINGTON WATER DEPARTMENT SBWD' SHALL BE NOTIFIED
PRIOR TO BAOKFILLING TO INSPECT ALL JOINTS. FITTINGS. MAIN LINE TAPS.
APPURTENANCES AND WATER LINE CROSSINGS.
NO WATER UNES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE
APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE
SUPERINTENDENT MAY RESTRICT WORK BEOFRE NOVEMBER 15 AND
AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS.
IA GENERAL
TNsb,nshadcmrelalMIsb,`,epMlurX, nd-rakkb.I-MMc.Mbb wnsl-dMwel-
and eaMcas wNcn •nee aXA.de wdvallpn, ase-V Ape, -,, Ms. by.area. above•, rsduewN. IRA as ems,
sauYn«I®. ,I* IN e arnpatl waamlem syMm N H.o pr a M.®pra..-P , r send
YSMlrbne muµ mnply Y.M M CURD 9padeWns Ird rut b eppavM q M IpMI muNrJpr wbr wmory.
1.3 FITTINGS:
N Mw eWrpe. a,pMenon., cuN Mops. meta W pbws, rnPws and «ION vents Mr a,Mln. d oM
p,qM 10.10%) Idr bld aMenl by wegnl. or bw. o braes 4HW Al Ee CA WkkKk Vew 6M, Ree
MAn.1-*V s, CF-pwn WMr Dk- I-- Owl, mnulwtams b accordance wlm.-A Cabo. N Nolaµ
boss. - I rut Mw me mndeduran name a irM Mepneey ramps or reel a N. Anes-merNnp
WoW#V M NOleM bow IAI .nr rw b cwl a Mnpd on me mb,.
1.8 WATERSERVICECONNEC'
A GENERA REMREMENTS
TM Goo- -al-nwewburnn -b Iwo YIN (SIN•-2'1 cpOeF IM K arMm. w Y.oted an M Caa«.t
Doodops. es dudes by M Elgtrwl. Ern s«vMa MN a,wal It I c«Fsrsedr, arbrap, app« WM9. «d e
as, nor vllm snM» nM. Capobnon Mal b eM AM to M ducal eon IOW q means d a dre.Iw.
B. CORPORATIONS
COr 11sk, cad b Cembbp Srsn HOLM. Res HHes Menuta.udp 4M1, e, Ounpeb Waft, Oasad
appne-OurmMo ell-h-a,es-AWWACB00. Corp.e-Mad Ave Muse«mlaMa.M-Ol«
AWWA FIUoa a 1, as MIokkM am,`wearlyp RaK.--NI. Bdnartam Odb-ba-aama
ana.
Carpar.nps cad b aawy ripped YM du.ee Fan INe Pryer mM w aKAw Irl m dwMftr. M M amer Ioake,
scup wftA. Upgnp ebre end vrY. N awe..Ml . lw a mMa end. wPa,aean MtrM what M pw d.
tappN sadµ.
C. CURBSTOPS
CVMtop Mal b .M -Ukka . NaLeM, IRA NM MsndecNWN SS 5151IN161, p CnempWl WMar DYnkt
approved apuY, mnueapd«Ke Alm AWWA De00. CurMbp Nnr a a a«br-wn, PbWYpu v NO ab
svin n'O" dAtypl wel. Tha culbta Arad open I011 IRA nwe c puaMw Glop. rbelop Mr Mva M abFy to
baYl M enMe M. Bom Yin snd boo DIM rAA Male cpnpwMnAaga AMMe. lne M MM oltM
pae.bp cad Mr. pasha a M onne.ba - a..«rk. md.
D. SERVICE LINES
Cookb-Vradblrpe X•.-HwWa«,arlll.nlW.ASTµ BBB. TM A-asem«x.Mmanubdw«
Irrd hl'p• clad b MneM M ra9M allsvM clog M IOW.
E. CURB BOXES AND RODS
CLAN lx baradk,I.. aNa4PrrblrpearossavaaluabNlrarnieae leer bahroluabse BT.ask DIM
asesks-01lonaaowb Vsk MDw Mvm llMq look( Marbllap.onp, Irr uppr•acean aHad
b an aKn lt')m.M«a xw u»wlm eK»NMM eId aM YM (8N'«d 1.labrae.
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1.9 CONSTRUCTION METHODS
A INSPECTIONANDTESTING
A PMe elln ew1N rbl b m•plded errO bRae In se slOMro kI h M.-M.urer's apdAcenon• nd M
rasmerAlprd AW WA 9pe.AMeae. T1ft -.Nall ... la epronl ra .A.o Ir.n M aW
m«wbwsar mr r bM nova neon P«mrlrred,rAn -Nle.mY "'. PW anal Mr b InaldM wnroN M
ErNImM• p Wr« AMMMYN apprwr
B. INSTALIATION
PWs. 11tlnIn «d acmamM enr b CAMP I,- b awls aame9e. Prior b me date d accapt«Ke W M
p1*d w,`x by M Owner, me eomracbr Mr rpbm eq new IOW p a¢eaeary bond b b delective el anal Rne
bdudb9 war MbesWn. el nd arpn» b M Oks,lr. N meYeeeon W tasen9 rW b d,`ft In accorsenm rAm
AW WA Sadeb Cann sM ANSI S Idleanun A21.11.
N kbw Mm' cbcx• MINA b rgecsed. II peels - m M pass, M Cpww],` mar.. M own a- end
wM M eppwr al me Enplmer, tr oll M pa.Md pMbnN M • Daµ r MN McNe Y.ue 11T) Mom M rbINe
Msdoack kenduasMsmallaseesnDIMAla. NPWNnd xerpa rutbdwrMdrbre19DrMw
and bbM pM m awre90n nd rW b Fep.eln Ixr M eme of e®ptenm q M Qwr«.
A r AGM.. when M IOW Yy]q Y nal.clrer Y Papw.a. M opn Oda DIM PW grad b.peea by bncp«v
w«MPK pu9a. gdearppw'M mean. Kwbrpm Mawmr when ea,xb Nwrned.iM pAp rrellRAb
remwM W N p«,9er d wM• erx«Yp M IOW IMa pwaaO. Tlla IOW eIW b Flrleed N bn.les «b r M
Fa ad Veda shown a M Canoed Uer19•.
YNnI„arer alwb craw Mdr wr«RIaM, M wabnrub IMe a aM M ak an Mvalbn mr M IIM.n a M
wal«npm I• M Neat tB - Ibow M W .me w1»r. TNI va DIEM apes- anal) M meYlrrRd a mr
particn of M welerrraln lOubd wlmm ten br Ittll na,Ya,leeY d m »wer M crosses.
TMn and ba w ooyrcr mlv doo neMn M EYtrmutlon aYMem eM eny pMW Pvmpe, Nym-le, or bs-
wlncnMes, wppMG p MY b wppNO vAm • waa ew b.. WY b, mMerrtbtM. N Ynbrlaae wrRre M uw d
dMrem tYPe• of IOW roauae IaNrN. ma Conlnct.Ilrsl AmMN eM InaW aA Mceeeery Meplel•.
an Zelan l Moo allltY r«dads rW b m arrNrnurru dm d KPauHe Stale «d Febral GupeRrs errs w
epM PYn•.
TNe EWII, Mr NY. el d pas. Meek M en 1 anlMy Kee of weleF od r so s BNMIM and Nadal a
bdlN. AMMrrbuspWMsnwa ben lrrteeaO.Mtr«dras «d aNM enw bbM14rWb
nednbd b wb9Mb Wm. wnl»w parr, mr«a esoverd ream M vwKn. No beG,lbN wW b seaYwO
uMY eny rdloele meso,KY nn W wlecbMN, ee Eelem/wE ny ma ErgYaer.
N MbMI xX necxBYnp MII b Me of mds, •Nmpe. Md M1MI. MM4re ueM a beQM,N tendMs anN b
11ee d µ,lea wWNM over D panda. NO MOM• nftaeu.N wx orft end arW WI µlee (t t(C) M M Kxpwt
danenrpn end b pYW wONn na bd ITT d M plPelru Debp bcxeNd.
Baclrel xx NMladm. endbPlxed Ind M W) Wv.k. oath Yys, bap bkI r* banpdM m rot Yee Vun
95 pnunl dm-I,drya.nrN es dWko,kb0byMMSHTO-T4I)SUW6 Pons Psreal«peuunone
clad b bxen m M MMm«e end mrnpnAin d M b«xM maleMl b eke, ml b a.m.pe M IOW a mKAxe.
TM trachM cad b boupM W awrAy. N wMemwM anN b mOtdM wM s niWMen Mvw bpr d ab 16A
Spµ arwMd mrerYY M u»a a Es. I. be mapp.ea M m • mrrmr saasse-, be M Erpeft«. AI
surplus mra,W p spd end b nmows Pumps, I. Isk- of w as rwl la be ablec- b abu1M• p b
IRA pours abE.
Tb OMtraKmr anal,`orde a stable. W.W V PVC okk- «pro»E by sk, E19Hl•r r al 9M WNI N, arb
Mp.andMMN,10dw.tarenwb•PaaK SM Ycnw IB'l core Alen WeOe. T.-I, ne Iss-ase sly
1. M pound.
E. MOST PROTECTION OF SHALLOW WATERLINES
VWakR ewn MsmanMkNM(B)dar«averIRAcrown,,` wn«e.-adonMle»a. µseb,,dacha
a9sYw "I'M*. br In -sno d lac"(I') Box sla+dosm SM I -A MN rwb.1 a NMI - a lour MI
(M.,es M PW ..-INN. Woleas r Y War«. Tire anaab clad b pYod ri mdfte lB-1 enOrl µ.awn d
M msal searmmpecn"' oT M W aM (r) M I YkkSMe y µwe M pawn. C.. -b eu- q M
Cdrnaeap.AL'N OedrlK ena wmpr.HmnowrMMyrvloem re=D`aWIlldenu =rues,. Spsdoun
SM rweU aHad rrre,!I sw comp+ssNe.aarl9m wpJerrreM. ASTµ Ot621-T] and anal b n mamlaclured ny
Dow CMmkal Cprpenv NNArnrl Midnpan.ppuNWnl. In µraw Wlma wale.ms Ave Memm lour Ml
ALLL O•OMESTIC SERVICES AND OOMESTIO FIRE SPRINKLER SYSTEMS THAT ARE
CONNECTED TO THE PUBLICWATER SYSTEM SHALL BE PROTECTED WITH A
SACKFLOW PREVENTION ASSEMBLY, AND AN APPROPRIATE THERMAL EXPANSION
SYSTEM IN COMPLIANCE WITH THE
ORDINANCE FOR THE CONTROL OF CROSS
D BURLINGTON
W HENCEFORTH THE'BACKFLOORDNS VI E WATERDINANCE',
COM"NATION STOP
WATER
MAN
EDGE PAYMENT
LIMIT
SEE WATER TRENCH DETAIL FOR
TYPICAL BEDDING REQUIREMENTS
WATER SERVICE DETAIL
Nrs
1 1/2- THICK TYPE In PRIOR TO PAVING, THE PORTION
WEARING COJRSE OF CURBING TO BE IN CONTACT CUT EDGE OF EXISTING
:PLAN:T
SOIL AND SEE OTHER DETAILS FOR WITH THE PAVEMENT SHALL BE PAVEMENT BACK A MINIMUM
DENSE GRASS SEE SITE PLAN 2- THICK TYPE p OWAX COATED WITH EMULSIFIED ASPHALT OF 12'. CLEAN AND TREAT
FOR GRADING BASE COURSE CONCRETE CURB AND SIWITH EMULSION PRIOR TO PAVING
MIN, S-1/B-/FT 1/4' RADIUS
DEPRESSED CLIMB r •-••-
.'v." Y PAVEMENT EXISTING
NT
CLASS B CONCRETE 9' e. •L••
1 Y-I
SLOPE TO MA7CN FIRM�1 I-••'. ^. e••I^ �E%6TNC GRAVEII
GRADE OF PAVEMENT II
LMIRAFI 50OX FABRIC OR
EQUAL RIM W&AN Ilr nVSUBGRAnB NOTE
OVERLAP AT JOINTS WHERE FILL MATERIAL OR BACXFILL MATERIAL IS REOUREO TO
8' PERF. PVC SORJS (ASTµ UNDERORAIN WITH 3/4-1
ACHIEVETHEME REWIRED SUBGRAOE ELEVATION. GRANULAR
BACKFOR STRUCTURES, VADT SPEC. 701.06 SHALL BE USED.
F750) OR PE (AASHTO 1/2- CLEAN STONE WRAPPED
M294-9) TONE S CONNECTED IN MRAR 140N FABRIC DR
TO BASINS AS SHOWN ON EQUAL. PROVIDE 12' FABRIC
PLANS lk OVERLAP AT JON15
6' + PIPE DIAMETER
MINIMUM WIDTH
TYPICAL DRIVE AND PARKING AREA CROSS SECTION
N TS
NEW SEWER PIPE
(CENTER ONE LENGTH
OVER WATERLINE)
1e-Mr"
WW WATERULB SERVICE
CENTER ONE LENGTH OF PIPE
CATCH
UNDER SEWER
BASIN NNNTAN
OR MINIMUM B
MANHOLE SEPARATION
FROIAALL
CENTEP ONE LENGTH OF POPE
STRUCTURES
OVER SEWER
NOTE:
NEW WATERLINE OR SERVICE
F 18' OF VERTICAL SEPARATION CAN NOT BE
MAINTAINED, THE SEWER LINE SHALL BE
CONSTRUCTED TO WATERLINE STAN"' S.A
MIRAHUM OF n FEET BEYOND EACH SIDE OF >0
NEW SEWER PPE
NEW S R ONE PIPE
FEET BEYOND EACH SIDE OF THE CROSSING.
UNDER WATERLINE)
SEWER / WATER SEPARATION DETAIL FOR CROSSINGS
NTB.
W-TYPE 1C
COPPER SERVILE
THE WATER SERVICE SHALL. RUN
PERPENOICVLARFROM THE MAN
TO AT LEAST THE STREET LINE
R.O.W. LINE
STATIONARY STAINLESS
STEEL ROO
^MADE PVC MARKER
T TERMINATION
- CURB BOX
CURB STOP
LEDGE PA I
LIMIT CAP
rXrx wsOLD
CONCRETE BLOCK
PROVDE COMHIESSION FTTTNG
WATER PRESSURE TEST $HALL
BE TO THIS POINT.
NOTES 2 CRUSHED GRAVEL FOR SUBBASE (]OI.OS)
1) WITHBIN/BSI JOINT B 10' SECTIONS
BETWEEN SECTIONS.
2) CURBING EXPARSIW JOINTS SHALL BE CONSTRUCTED EVERY
20' AND SHWLL BE CONSTRUCTED OF MATERIAL CONFORMING
TO AASHTO DESIGNATION M-153 (1/2' SPONGE RUBBER OR CORK).
CONCRETE CURB AND
PAVEMENT REPLACEMENT
NTS
ASPHALT TREATED FELT TO BE
USED BETWEEN SIDEWALK AND
CONCRETE CURB.
MOTH AS SHOWN S' THICK, 4000 PSI CONCRETE
1 4' IN 12' ROADSIDE CURB
y 8. (SEE DETAIL)
MN. 2e' THICK CRUSHED GRAVEL
PER VT STATE SPEC 0704.05
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI AT 25 DAM MR
ENTRAINED WITH M ADMIXTURE PRODUCING AN AIR CONTENT OF BETWEEN
5% AND 7x BY VOLUME.
2. HALF INCH (1/2-) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS
NOT EXCEEDING TWENTY FEET (20'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF
ONE INCH (I-) EVERY FIVE (5') FEET. CURB AND SIDEWALK SECTONS SHALL BE
ED SEPARATBY A PREMOLDED JOINT TILLER.
3. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 28 DAYS), ALL EXPOSED
SURFACES SHALL RECEIVE TWO MATS OF ANT-SPALLING COMPOUND.
/. SEE ARCHITECTUAL PLANS AND DETAILS AT BUILDING ENTRANCE LDCATONS FOR
ADDITIONAL SIDEWALK FOUNDATION AND SUPPORT DETAILS
CONCRETE SIDEWALK DETAIL
N.T.S.
CLASS B CONCRETE
N-rMDMs
TOPSOIL
1• •
' y
. SFF I'M111O LOT FBIFNT
OROSSSLCIION ULIAIL
PRIOR TO PAVING. THE PORTION
OF CURBING TO BE IN CONTACT
WITH THE PAVEMENT SHALL BE
•
COATED WITH EMULSK IED ASPIIALi
lr TI
Y
r CRUSHED GRAVEL SUBBASE
I NAOT SPEC RT01.050R TOI.OB)
NOTES, ....... .........
t. CURBING SHALL W CONSTRUCTED N IV SECTIONS WITH RIB•
TRAVERSE EXPANSION JOINT BETWEEN SECTIONS.
2. CURBING EXPANSION JOINTS SMALL BE CONSTRUCTED EVERY W
AND SHALL BE CONSTRUCTED OF MATERML CONFORMING TO
MSHTO DESIGNATION ALI6
CONCH
I,V CLASS B CONCRETE
TAPER T
-RADIUS
•FIN9H rIBRADE
TYPICAL TAPERED CURB
SIDEWALK RAMP WITH 1 RECEIVED
` E l _ L I V E D
BROOM FINISH SURFACE 6'4' V
MN.
B 1B
L_ J 9DEWA RAMP 151 �AN /({y
1MREVEAL A 3 0 23LV
C 24' • . • �a NTM s / RGADWAY SURFACE
ea x MAXARLI
coNCRETE cuRe
DETECTABLE LA 'ty Of So. gt,nin9ton
WARNING SURFACE Section A -A
SINGLE RAMP ON TANDEM.
NARROW OR NO GRAB$ STRIP
SIDEWALK
FINISH
SUP
H SSUIT
SINGLE RAMP ON CORNER
RADIUS. NARROW GRASS
STRIP BETWEEN SIDEWALK
ANOCURB.
SIDEWALK RAMP
N.T.S.
ETECTABIt
MAKING SURFACE
AUXILIARY 6'-0' AUXILIARY
MN. WIDTH
Revision
BY
Uate
These Plena shall only be used fo, Lhe purpose shown below:
ROUNDING,
Section B-B
0 skee h/Coneept ❑ Ad 250 Rmew
2 IXk
❑ Prelbniw y ❑ CoMtruction
CURB TRANsrt1DN
❑ Final Local Review ❑ Record Drawing
BIOEWALK RNP WITH
DEWCTABLE
WARNING SURFACE
Z
PHojcct No.
07053
MERCHANTS BANK
«oy
DHp
SHELBURNE ROAD SOUTH BURLINGTON, VT.
PLC
CONCRETE CURB 5ddinD��
0
DETAILS &
D.
NOTE;
w ILed
THE TYPE. COLOR AND MANUFACTURER OF THE DETECTABLE
SPECIFICATIONS
WARNING SURFACE SHALL BE APPROVED BY THE CRY AND OWNER.
LL
p
ROAD AND AND WATER
3-08
Z
Seale
LBmoureui & Dickinson
AS NOTED
Consulting Engineers, Inc.
Slk number
14 MooNe Drive, E-. VT W452
` Cy
802-87844" www.LDeneinecrin8.com
M
J a
1
I ( 1
MANHOLE FRAME t COKR
LEBARON LC286-1 MM
LETE
FRAME AND GRATE
SANITARY & STORM SPECIFICATIONS LEBATRON"LF 22Q ORAPPROVED i7o �A T OR
APPROVE� ��
RIM - 199.50 FINISH (MADE
1) SANITARY AND STDRM SEWER PIPES SHALL BE OF THE SIM AND TYPE INDICATED R THE
PLANS. PVC PIPE SHALL BE SOR 35 CONFORMING TO ASTM D3 . MOM D 12, AND MINA
F477. CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO MIN FOR ACCGMP PIPE
AND AASHTO W248 TYPE B FOR POLYMERIC COATED STEEL PIPE. CORRUGATED
POLYETHYLENE PIPE SHALL CONFORM TO AASNTO AGIN. TYPE S (SMOOTH LNEDL
2) ALL NEW GRAVITY SANRMY SEWER MANS SHALL BE LEAK TESTED BY A LOW PRESSURE
AN TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL SE USED TO
SIMULATE NFLTRI.TgN R E%FlL1RATgN INTO R OUT a ALL GRAVITY $ANRARV
SEWERS. ALL TESTING WILL BE CONWCTED UNDER TIE SUPERNSION OF THE ENGINEER
AN TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM CSMN0. THE MINIMUM
ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 12 MINUTES PER
IN FEET OF r SEWER AFTER THE FINAL BACKFILL HAS BEEN N PLACE AT LEAST W DAYS,
THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OP
FIVE PERCENT (5%). IF THE DEFLECTION TEST IS RUN LI9IIO A 10010 BALL R MAWREL. FT
SHALL SHALL HAVE A DIAMETER EQUAL TO95% OF THE INSIDE IXAAEIER OF THE PPE.TIE
TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING 01 V 5. ALL MANHOLE AND
PIPELINE MATERIALS, METHODS AND TESTING SHALL BE IN ACCORDANCE WITH CRY AND
STATE STANDARDS AND THESE PLANS.
STORMWATER STORAGE TANKS
GENERAL CONSTRUCTION SPECIFICATIONS
1. CONSTRUCTION OF THE STORMWATER STORAGE TANKS MAY REQUIRE TEMPORARY
SHEETING. BRACING AND R DEWATERNG. NECESSARY SHEETING. GRACING. ANDKM
DEWATERNG TECHNIQUES SHALL BE UTIL ED THROUGHOUT CONSTRUCTION TO INSURE
DRYSITECOMDITIDNS. THECOSTRDEWATERINGANDADRTEMPORMYSHEETNGANDMOR
BRACING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE SMO AMP
STORAGE TAHKS.
2.7HE STORMWAMR STORAGE TMI(S SHALL BE PRECAST REINFORCED CONRETE
STRUCTURES. THE STORAGE TANK STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL
ENCAMP LICENSED N THE STATE R VERMONT TO MEET AASHTO H-I0 LOADING FOR THE
CONDITIONS AND DEPTH SHOWN ON THE PLANS.
3. BACKFILL MOUND THE STORMWATER STORAGE TANK SHALL BE N ACCORDANCE WITH
VTRANS SPECIFICATION 703.04 - GRANULAR BORROW. ALL BACNFILL MATERIAL MOLN0 THE
STRUCTURES SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN96%OF MAXIMUM
DRY DENSITY AS DETERMINED BY THE MSHTO-1`409 STANDARD PROCTOR.
GROUT FRAME TO RIM FINISH ORADE
2P • ADJUST RM WR/I ///-'' WATER TIGHT PRECAST REINFORCED
CONCRETE MISER CONCRETE HEAVY DUTY TANK
DESIGN_ CONCRETE
FR H-DU LOADING.
',1 �' - 1. r' • ) ,. • v ..-1 INSIDE DIMENSIONS 5•X1618'
CLEAN %'
CRUSHED
STONE (DO NO
USE UMESTRI
S" PERF SR35-
MIRAFl 14DN -
GEOTDRILE FABRIC
WITH 12' MINIMUM
OVERLAP AT ALL
JOINTS BOTTOM OF TAN( ELEV - 108.0
12� MN.
/
'MM
3/4- CRUSHED STONE
NOTE; UNDISTURBED SOIL
ALL PIPE PENETRATIONS BMNI. !INCLUDE A FLEXIBLE
RUBBER BOOT R'OR A WATERTIGHT CONNECTION..
STORMWATER STORAGE TANK #1
NTS
CAST IRON FRAME AND GRATE
LEBARON LF 2" R APPROVED F�
RIM - 199.50 ___._
12' PE OUT CONNECTING TANK /1
/rWITH TMK /2
/ INV ELEV. 158.75
O
GRANULAR SACKFILL FOR
. O STRUCTURES MOUND TANK
TYPICAL RUBBER GASKET
` O< OF BUTYL ROPE SEALANT
c' <
O
Q t
ADAIST IN WM
CONCRETE RISERS
n4-
AS.T.M. C47a
PRECAST REINFORCCD
CRG MANHO E
CONE AND MISER
CDPOLYMER
POLYPROPYLENE
PLASTIC RUMGS WM
1/2REGRAGE W STEEL
NiDIIDOW NT OR
EQUAL, 12- D.C. J'
ORANULM
BACKRLL \l 5.�
MO PMOND OF INTERIOR
W110(IGIN R .NOM3
MTM MORTAR SHALL PROVIDE IATENT.'
ALLOWED RUBBER NOT FOR ALL
STdRM PIPES r m
URGER I DIANE-
OMT FRAME
to MBOI
r-r
DOUBLE OF
BRUM FLEXORS
SEA.ANT Al -JUN15.
STANDARD 1S
LENGn
12'
r
LEDGE 1AYME141 1111
s•
PRECAST M
MONCRER AST N. 2'
GHi ]74• TO 1 1/2'
CRUSHED STONE BEDDING
00 NOT USE UYESTdE
EXTEND BEGGING TO
15 OF EXCAVATION
TYPICAL PRECAST STORM MANHOLE
:WISH GRADE
I
•
GROUT FRAME TO RISER FINISH GRADE
NTS
ROUT FRAME TO RNER
24'
Y AN WITH
WATER PRECAST REINFORCEDN
HEAVY
ADJUSTRIMWTTH
' `�
2
CONCRETE RISER
CONCRETADJUST
E DUTY
FINISH GRADE
-TING PVC
SEWER PINE
CONCRETE RISERS
•���
DESIGNED FOR H-20 LOADING.
NJSIOE DIMENSIONS p•X16•Xp•
USE TwO STNNLE53 STEEL STAMPS TO
FASTEN SADDLE TO SEWER PIPE
CAST IN PLACE RUBBER GASKET
12` PE OVERFLOW PIPE
SHALL BE USED MOUND ALL
RN 124.50
O
12' PE IN
ALL BACNFRL
STORM SEWER PIPES
INV. 194.50
THOROUGHLY COMPAC1Ep
OROUGGRANULAR
CIFAN-
BACKFILL FOR
VALVE BOX t COVER
.
NEW 6 SR 75 PVC
N
STONECRUSHED
STORE I00 NO
/
O
STRUCTURES AROUND TANK
SEWER PIPE
USE LIMESJIONE
12' PE IN CONNECTING TANK /1
a
TYPICAL RUBBER GASKET
12" PE
FLOW
S.T. GN9WOLD 530 R
8" PERF SDR
WITH TANK 2
IHV 16p_�D
`.O
OF BUTYL ROPE SEALANT
OVERFLOW
194 5050
S- SR35 PVC SNK1 wYE
MUSE CORE BR DIAL SE RILL
HOLEIMOEIISTWG SEWER PIPE)
APPROVEDEIXIAL
y
6' SR 36
�� •
A0P0 P.S.I. CONCRETE
_ SEE TANK /2 OUTLET OETNL ON THIS PUN
PROVIDE INSERT WITH 1'
6•
.,
MIRAFI 14LEN
/ 4' SOON 26
6' DATEDA.
OUTLET CONTROLWITH
SANITARY SEWER SERVICE CONNECTION
1 TI EFA
WITH 12- MINI
( / SEE TAN( /2 WRET DETNL R THIS PUN
,� I
(W WITH TRANSITION
ORIFICE INSDE a' PVC
U-NITURBEDSOILRrOF
DVERLAP A, A
GASKETS)
INTO EXISTING SEWER MAIN
ROUGHLYCOMPACTED
JOINTS
BOTTOM OF TANK ELEV - 168.0
tp" SECTION OF ♦" PVC WITHa.3/4•CRUSHIED
STONE.
��
6•%4• WYE
4• SR 26
PVC(MINIMUM
1/2" DIA. PERFORATIONS
16 PERFORATIONS
LEDGEEXTEND
SEEING TO
SPACED MINIMUM 2' O.C.)
PAYMENT LMT
W4' CRUSHED STONE BEOOHC
LMITS R EXCAVATONIr
S-0.010
-----
,....,,,1ORIFCE � 168.30
/TO
.. .. .. /. .\TU
/
STMN 1NOTE;
3/4' CRUSHED STONE
YARD INLET
N.T.S.
ALL PIPE SINLL INCLUDEONN A FLE%ISLE NDISTURBED SOIL
(S CARS 160
(SDI 26) PVC
,IJ` /�
RUBBER BOOT FOR A WATERTIGHT CONNECTING.
OOT FICA A W
/
R/V_�
E I
STORMWATER STORAGE TANK #2
/\ /\\T�/•
V
ALL JOINTS SHALL
NIS
CRUSHED STONE
BE THOROUGH
CLEANEDAND
COATED WITH
EMULSIFIED
BAW CUT EXISTING BR.
EXISTING
SIT. PAVING
ONONER
LL
ALL PIPE PENETRATIONS SHAINCLUDE A FLEXIBLE
RUBBER BOOT FOR A WATERTIGHT CONNECTION.
JA ,
j
ASPHALT PRIOR
TO PAVING
PAVEMENTPRIRTOPAVWG
BOTH SIDES
STORAGE TANK #2 OUTLET DETAIL
/'-0•
THIOANE88R ExISTWG PAVEMENiR
FLT�
City^
II
MWtMUM R 1 1R- OF TYPE
OVER 21(C RTYPE ABASE
III
COURSE
811ILL WITH AP1011 EXCAVATED
r1MATERIAL
TUTS
Of
I J
O. B
U
l`
n\��������������������A
_.
.- NEE BR.�NC,
la\��/wax����������vl
THOROUGHLY COMPNCTED
FNI811 GRADE 1 N I' UFTS
!PY/(} `r/�
"a 6 LI r�
1 _ u THICKNESS OF EXISTING GRAVEL • Tp ,
• 1 EX19TNG • ORI. MINA1M10EN. GRADED
R,IVELIkW,-1 CRUSHED STONE PER W. STATE
SPEC. 7N.05 FINE SIC•-.
TRENCH
EXCAVATION
NOTES:
1. SETUP AND MMWAJN SIRS AND OTHER SAFETY CONTROL DEVICES.
2. RESHMEHOU MDPATCHMFABYCUTTNGWITHCONCRE UWNTOA9WNIERRECTANWLMSHW.E.
CUT SIDE FACES VERTICALLY. RESHAPE DOWMYMD TO SOUND LATERAL AND MOUND HOLE TO SOLD
PAVEMENT.
3. 11- TRENCH IN 6- LIFTS AND COMPACT EACH LIFT TO 96%OF MAXIMUM DENSITY OF OPTIMUM MOISTURE
CONTENT AS DETERMINED BY ASTM GOING STANDARD PROCTOR.
4. REMOVE ALL LOOSE MATERIAL AND R OUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER
6. APPLYLOUb EMULSION(RS1)TOVERTICAL FACES NAUNFRLIMANNER DO NOT PIIDDLE EMULSIONON
BOTTOM OF THE HOLE.
6. PLACE TYPE N BASE COURSE PAVEMENT A MINIMUM OF 21I THICK.
7. FILL TOP OF HOLE WITH TYPE IS BITUMINOUS CONCRETE AND CONPACT IN LIFTS OF NO MORE THAN r. FINAL
LIFT SHOULD BE 1R' TO 1' ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION
THE PATCH 19 LEVEL WITH THE EXISTING PAVEMENT. EACH LFT SHOULD BE THOROUGHLY COMPACTED WITH A
VIBRATORY PLATE COMPACTOR OR A VBRATORY PORTABLE ROLLER EXPERIENCE IMR SHOWN RAT 15 M 20
PA93ES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 280 DEGREES FARE
NECESSARY TD ENSURE GOOD COMPACTION. HAND TRAP SHOULD ONLY IE USES FOR SMALL MEALS (LESS
THAN I &I.).
6. CLEANW AREA DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY
SIGNS AND DEVICES.
REPLACEMENT Of EXISTING BITUMINOUS PAVEMENT
N.T.S.
-UNDEITURBED SOIL
THE SIDES OF TRENCHES 4 FT. OR
MORE N DEPTH ENTERED By
PERSONNEL SHALL BE SHEETEDR
Q I
SLOPE. TO THE ANGLE OF REPOSE
APPROVED ROCIL FREE BACKFILL
(jmS�
COMPACTED N B' LETS IND STONES
NIM
LARGER THAN 11?DAMETERI
12'
-COVER IS LESS THAN 61FY. PLACE 4-
THICK INS TED BOARD, WHICH IS
B,
SUITABLE FOR BURIAL OVER PIPE.
(OIS OUTSIDE
DIAMETER OF PPE)
- -�
- THE CONTRACTOR STALL AT ALL TIMES KEEP THE
C
TRENCHES ENTIRELY FREE OF WATER ALL
FUL
WORN IS FINISHED AND READY FORBACKI(FIWNO
3n' CRUSHED STONE BEDDING
D�2 FEET
LEDGE PAYMENT UNIT
UNDISTURBED SOIL
TYPICAL STORM & SANITARY SEWER TRENCH
N.T.S.
CLEANOUT FRAME A COVER
LM IA RON- R EQUAL
SHORT LENGTH OF PPE
AS NOTED
ONPLWS
W. ELEV. PONT
CLEANOUT DETAIL (STORM & SEWER)
N.TA
I6'XIr Xr-2S(D
P.SJ.CONCRETE PAD
DRIP I ReTMion I
by
Theca plans Shall only be wwd for the purpose shown below:
Sketch/Concept E3 Aa 230 Rea iew
P,,I- .y 0 C-Dxicu-
Q Final L. [ Review (] R-d Drawing
Z
O
Project No,
07053
MERCHANTS BANK
OC
Ls;p
SHELBURNE ROAD SOUTH BURLINGTON, VT.
p Cgs
°
DETAILS &
L&o
RJD
SPECIFICATIONS
p SATARY,STORMANDMISC.
M
Z
1-23 -08
Scale
LEmoureu: & Dickinson
AS NOTED
sneer nYmbeT
Consulting Engineers, Inc.
14 Hone Drive, Essex,L VT 05432LO
/ C]
802-R78�450 www.Dengittening.com
6-8
LANDSCAPE SPECIFICATIONS
TREEAND SHRUB PLAN77NGS
1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF
ARBORICULTURE PRINCIPALS AND PRACTICES OF PLANTING TREES AND SHRUBS, AND THE
MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z60.1.
2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SHALL
APPROVE PRIOR TO INSTALLATION.
3. CONTRACTOR SHALL PROTECT LANDSCAPE PLAITS AT ALL TIMES FROM SUN AND DRYING
WINDS. PUNTS THAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR
INSTALLATION SHALL BE KEPT SHADED AND PROTECTED WITH SOIL. BARK MULCH OR OTHER
ACCEPTABLE MATERIAL AND REGULARLY WATERED.
A. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE
EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE.
S. STREET TREES TO ARRIVE FROM NURSERY WITH 6 FEEM METERS BETWEEN THE FINISHED
GRADE AND THE FIRST TREE BRANCH.
6. DO NOT PRUNE THE TREES OR SHRUBS AT PLANTING, PRUNE ONLY DEAD OR CRUSHED
ROOTS AND DEAD OR INJURED BRANCHES.
7. TREES SHALL HAVE A MINIMUM 50%LINE CROWN RATIO.
8. EACH TREE AND SHRUB MUST BE PUNTED SUCH THAT THE ROOT FLARE AND MAIN ORDER
ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE
NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND
SHRUBS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE
TOP OF THE ROOT BALL WITH SOL OR MULCH.
9. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE,
STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING.
10. FOR ALL TREES AND SHRUBS:
CUT AND REMOVE WARE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM
TOP 2a OF ROOTBALL AFTER PLACEMENT IN PUNTING PIT, LOOSEN REMAINING BURLAP TO
ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED
BURLAP. REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT.
11, BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING
SOIL TO PROVIDE SOIL TRANSITION.
12, TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF 36". SHRUB PLANTING PR SHALL HAVE A 24'
MINIMUM DEPTH. THE TREE PR AREA SMALL HAVE THE PUNT MIX SPECIFIED BELOW.
13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY
CONDITIONS AS DETERMINED BY THE RESIDENT ENGINEER. STAKES SHALL BE REMOVED BY
THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD.
14. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: M PART COMPOST, 273 PARTS
TOPSOIL. PUNT MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION. THE CORRECT GRADE OF COMPOST IS AVAILABLE
FROM, BUT NOT LIMITED TO. THE FOLLOWING MANUFACTURERS: INTERVALS COMPOST
PRODUCTS. VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY.
15. FOLLOWING PLANTING, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES
AND SHRUBS FOLLOWING THE MANUFACTURERS SPECIFICATIONS AS APPROVED BY THE
LANDSCAPE ARCHITECT.
16. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED. PLACE A LIGHT LAYER OF
HEMLOCK OR PINE BARK MULCH: MAXIMUM OF T THIC K, ON PLANTING BEDS AS INDICATED IN
THE DETAILS ON THIS SHEET. NO DYED MULCH WILL BE ACCEPTED.
17. WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOILS AGAINST ROOT
BA -LAN SETTLE AN POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO
ENSURE COMPLETE COMPACTION RESET SETTLED PLANTS TO PROPER GRADE AND
POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE
NO WATERING BERM INSTALLED AROUND PLANTS.
18. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND
WEATHER PERMITS.
19. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTION.
20. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND
SHALL INCLUDE PRUNING, CULTIVATING. WEEDING, WATERING, AND APPLICATION OF
APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PUNTS FREE OF
INSECTS AND DISEASE DURING CONSTRUCTION AND WARRANTY AND UNTIL ACCEPTANCE.
CONTRACTOR SHALL WATER ALL PLANTINGS DAILY,
21. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER
PLANTING.
TREE AND PLANT PROTECTION
1. PRIOR TO START OF CONSTRUCTION, INSTALL TEMPORARY PROTECTION ZONE (TPZ)
FENCE FOR TREE AND PUNT PROTECTION. TPZ FENCE SHALL BE PLACED AT THE EDGE
OF TREE DRIP LINES.
2, TPZ FENCE SHALL PROTECT EXISTING TREES, SHRUBS AND OTHER VEGETATION
THROUGHOUT CONSTRUCTION AGAINST CUTTING. BREWING OR SKINNING OF ROOTS:
SKINNING AND BRUISING OF BARK: SMOTHERING OF TREES BY STOCKPILING
CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS; EXCESS FOOT OR VEHICULAR
TRAFFIC: AND PARKING OF VEHICLES.
3. WHERE TEMPORARY CLEARANCE IS NEEDED DURING CONSTRUCTION THAT MAY
CONFLICT WITH EXISTING TREES, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT
OF THE CLEARANCE ZONE.
A. WHEN EXCAVATION IS TO OCCUR INCLOSE PROXIMITY TO EXISTING TREES. ROOT
PRUNING SHALL BE DONE PRIOR TO CONSTRUCTION. ROOTS SHALL BE CLEANLY CUT,
WITH CUTS TO THE DEPTH OF THE REQUIRED EXCAVATION. WHEN COMPLETED,
REPLACE SOIL IN THE TRENCH AREA.
5. ROOTS ENCOUNTERED DURING EXCAVATION IN THE VICINITY OF TREE PROTECTION
ZONES SHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS.
TEMPORARILY COVER EXPOSED ROOTS WITH A DOUBLE LAYER OF DAMPENED BURLAP
TO PREVENT ROOTS FROM DRYING OUT UNTIL THEY CAN BE COVERED WITH SOIL
COVER ROOTS WITH SOIL AS SOON AS POSSIBLE REMOVING BURLAP FIRST.
6. WATER EXISTING TREES AND OTHER VEGETATION TO REMAIN WITHIN LIMITS OF
CONTRACT WORK AS REQUIRED TO MAINTAIN THEIR HEALTH DURING THE COLIRSE OF
CONSTRUCTION OPERATIONS.
7. IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND
REPLACEMENT IS REQUIRED, TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY
SHALL BE FURNISHED AND PLANTED BY THE CONTRACTOR THE TOTAL INCH DIAMETER
OF THE REPLACEMENT TREES OR SHRUBS SHALL EQUAL THE DIAMETER OF THE TREE
OR SHRUB TO BE REPLACED.
8. PRUNING OF EXISTING TREES, AS IDENTIFIED ON THE PLANS, SHALL BE IN ACCORDANCE
WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURES TREE PRUNING GUIDELINES,
THE ANSI A PRUNING STANDARD AND THE MOST RECENT EDITION OF ANSI Z133.1.
9. F UNDERGROUND UTILITIES MUST TRAVERSE THE PROTECTION AREA. THEY SHALL BE
TUNNELED OR BORED UNDER THE TREE.
10. REMOVE TEMPORARY PROTECTION DEVICES AND FACILITIES INSTALLED DURING
COURSE OF WORK AFTER COMPLETION OF ALL WORK AND RESTORE PUNT
PROTECTION AREAS TO THEIR ORIGINAL CONDITION,
2" THICK MULCH A MINIMUM OF 2"
FROM STEM
REMOVE BURLAP FROM TOP 213 OF
Imb
ROOTBALL. AFTER PLACEMENT IN
PLANTING PIT, LOOSEN REMAINING
VARIES DEPENDING P D L WALE
KNISH GRADE of
BURLAP TO ALLOW FOR ROOT
Q
GRASSIINED (SHIOW N) OR
UNDISTURBED 1:'
DEVELOPMENT
STONE-LINEO SWA.E.
SOIL
B
PLACE ROOTBALL
ON UNEXCAVATED
BREAK APART EDGE OF
OR TAMPED SOIL 3 TIMES THE
EXCAVATION WITH SHOVEL AND
I' MIN.
2
-It
ROOTBALL DIAMETER
BLEND PUNT MIX WITH EXISTING
t
SOIL TO PROVIDE SOIL
SHRUB PLANTING DETAIL
TRANSITS
t
NITS
TNAM
TO S"ANOULAR GEOTE%ILE
DRAINAGE FABRC
FILTER FARM
CLEAN STONE
B
3N' TO ANG
a--
STONE
CLEAN sroNE
C
E
SECTION A -A SECTION B-B
SP C V S P N !! OP
T
A
CRESTOFDOWNSLOPE
" 1 _
SLOPE-� tF- 2IT TOE OF STONE
IT
CHECK DAM
SAME ELEVATION (lEVE1)
_
.� �..
1
2
18'MAX AT
CENTER
PLUMB TREE TRUNK
k
I
2'THICK MULCH A MINIMUM OF 3' AWAY
PROFILE TTOFANtiULM -
A
TREE PIT
FROM TREE TRUNK TO EDGE OF DRIP LINE
NOTES: CLEAN STONE
///
CONCRETE SIDEWALK
1 STORE WILL BE PLACED ON A FILTER FAMUC FOUNDATION TO THE LINES. GRADES AND LOCATIONS SHOWN INTHE PLAIN.
LACE ROOT BALL
O CONCRETE CURB
TAMPED PLANT MIX OR
2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE OOWNSTRENA DAM B AT THE SPARE ELEVATION OF THE TOE O THE
UNDISTURBED SOIL ROAD
UPSTREAM DAM.
.,.t
3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHNE CHECK DAM FROM SCOUR AND EROSION WITH STGOR LINER AS APPROPRITE.
_1r
M. ENSURE THAT CHANNEL APPURTENANCES SUCH M CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM OSPIACED
y r_
STONES.
_
XV.
I -III-III-III-
S.THECONRACTORISRESPONSIBLE FOR PREVENTING CLOGGWGISILTATION OFTHE STONE CHECK DAM DURING AND IMMEDIATELY AFTER O0.MUCTION,UNTIL
IIIII
III III -III -III -III -II
-I II
THEMOJECT9PERMANENTEROS CONTROSARENPLACE(VEGETATKNESTABLMS D.STREETSPAVED.ETC.)ANDTIEPROJECTNA98EENACmE DBY•
_
-III-I
THE OWNER. FNECESSARY.STORE SWN-KCLEANED ORREPLACED.
3 TIMES THE ROOT BALL DIAMETER
UNDISTURBED SOIL J GEOTEXTILE FABRIC
STONE CHECK DAM DETAIL
URBAN STREET TREE DETAIL
N.T.S.
NTS
BERM AS NECESSARY TO
MAINTAINS' DEPTH AND
PROVIDE M' TOPSOILT IH T. MIN, SLOPE IN DITCH
AND "COVER
/ (URBAN MIX)
DEPTH VARE9
PROVIDE MN.
OF
ORIGINAL ` ��
y
GROUND
`
-
OIRgINZ GROUND
MAINTAIN 9W
T
NVERTSLOPE T
DRAIN WITH M.
OF D-MS FTAiT. 2M' MW.
AND IRA%. OF TI M FTIFT
fr^'tiy Z
TYPICAL GRASS DRAINAGE S WALE
FINISH GRADE
CAPING UNIT.
31R' HEIGHT
✓..1 _ 11 m\,/w1Jww 1 ILSI \d'wWw 1�Jw
-1 a'F
4"MINIMUM TOPSOIL
TOPSOIL FOR
Ls,• BR,a
PLANTING BED
OR APPROVED EQUAL
eZiS:�e�(
CRUSHED STONE. VTRAANS
,�•B ,i
����
•,.�
4"PEERFORATED DRAINWTTH FILTER SOCK, DFR"IMW
L:8,,TO DAYLIGHT
. '=4
COMPAMD
/1:r!
RETAINING WALL
NTS
�wJL
NOTES:
t. BEGIN AT THE TOP O THE CHANNEL BY ANCHORNG LNE BLANKET N A r DEEP X r WIDE TRENCH WITH APPROXIMATELY IT O
BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF
STAPIEI STAKES APPROXIMATELY I APART N THE BOTTOM OF THE TRENCH. SAUDI AND COMPACT THE TRENCH AFTER
STAPUW. FOLD REMAINING 11 PORTION OF BLANKET BACK OVER COMPACTED SOIL. SECURE BLANKET OVER CON9ACTE0
SOIL WITH A ROW O STAPLESSTAKES SPACED APPROXIMATELY 17 APART ACROSS THE WIDTH O THE BLANKET.
2. ROLL BLANKET N DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL -APMOPRU` E SITE
AGAINST THE SOL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOL SURFACE BY PLACING STAPLESSTAKES N
APPROPRIATE LOCATIONS AS SHOWN ABOVE N THE STAPLE PATTERN GLIDE.
3. PUCE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A P O0 RLAP. USE A DOUBLE ROW O STAPES
STAGGERED M" APART AND VON CENTER TO SECURE BLANKETS.
A. FULL LENGTH EDGE OF BLANKETS ALONG SIDE SLOPES MUST BE ANCHORED WITH A ROW O STAPLESSTANES
APPROXIMATELY ITAPART N A 6' DEEP X B' WIDE TRENCH. SACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
5. THE TERMINAL END O THE BLANKETS MUST BE ANCHORED WITH A ROW O STAPLESSTAKES APPROXIMATELY 11 MART N A
F DEEP X r WIDE TRENCH. W FTLL AND COMPACT THE TRENCH AFTER STAPLIN(.
EROSION MATTING FOR CHANNELS
NOTE USE ONLY MANUAL METRIODS O NSTALUIION ANO CLEANING WITHIN WETLMA ARO BUFFER ZONE.
2. PRIOR TO BEGNNNG O CONSTRUCTION OR EARTHMOVIIIG. THE CONTRACTOR SHALL INSTALL A
CONTMNUWS BKT FENCE AT THE UMT O DISTURBANCE SNOWNON THE 511E PUN.
3. FROZEN MATERIAL SHALL NOT BE USED TO KEY N THE BOTTOM OF THE SILT FENCE. F NECESSARY.
GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY N THE SILT FENCE RATHER THAN
FROZEN NATIVE MATERIAL.
N. THE CONTRACTOR SHALL INSTALL SILT MINCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT
OTHER LOCATIONS AS _GEC.
TEMPORARY SILT FENCE
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WLL PREVENT TRACKING
OF SEDIMENT ONTO PUBLIC RIGHTSOF
-WAY. THIS MAY REOUNE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS
CONDITION DEMANDANDREPAIRANDIOR
CLEANOUT O ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT TRUCKED.
SPILLED, OR WASHED ONTO PUBLIC
RIGHTS -OF -WAY SITYL BE REMOVED
NMEDIAMLY BY THE CONDUCTOR.
I. THE USE O CALCIUM CHLORIDE OR WATER
MAY BE NECESSARY TO CONTROL DUST
DURING THE SUMMER.
3. PROVIDE APPROPRIATE TRANSITION
BE EN STABIL_= CONSTRUCTION
I _ ENTRANCE AND PUBLIC RGHTA)F-WAY.
eo'MPLrL 7` WfaHPUBLIC i
AN
STABILIZED CONSTRUCTION ENTRANCE/EXIT
REc�r
'A V �Q
Of So. BUrlin
9ton
Theft plans shall only be used 1'.. the purpose shown below:
SLetch/Concepl ❑ Act 250 Review
❑ Preliminary ❑ ConstnIction
IJ Fwl Loca Review ❑ Reeord Dmwing
MERCHANTS BANK L 8 D
L e ign
SHELBURNE ROAD SOUTH BURLI NGTON, VT. PLC
DETAILS & ff.D
SPECIFICATIONS
Lamoureux & Dickinson r7,
Consulting Engineers, Inc.x90 -97 )hire, Fx L VT 05452 Og02-gT84450 wwT•.LDengineeringcom O
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WINDOW HFAD 0.0.
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EAST EXTERIOR ELEVATION ���
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NORTH EXTERIOR ELEVATION ��
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WOOD SIDING o/ r o.S.B. SHEATHING B
BUILDING WRAP
ASPHALT SHINGLES o/ 15M ROOFING
FELTS & r O.S.B. SHEATHING
scale: AS NOTED
project no. ......
checked by.
drawn by. TMF
date: 01.23.0E
date revisions
sheet title:
sheet no.
A4.1
n2�e•
B.O. TRIN
III'-Y
B.O. TRIM
109' 6'
B.O. TRIM
urr
B.o. twM
111' 7'
B.O. TRIn
109'-0•
B.O. TRIM
00'-0
T.O. SUB
----------------------------------
PERIMETER MOST
WALL
FOR WHOLE PORCH --
CANOPY. SEE STRUCTURAL
WEST EXTERIOR ELEVATION DRAWINGS
A
3
_______________ _---------1___L_____---1___J
PERIMETER FROST WALL
FOR WHOLE PORCH
SOUTH EXTERIOR ELEVATION CANOPY. SEE STRUCTURAL
B DRAWS
29'-10 IR' 0c
WINDOW HEAD R.O.
I
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TRUSS BEARING
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RECEIVED
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$LAB B.FV. SET AT IOP
•QVAIfTII REV '
EXTERIOR MATERIAL LEGEND
WOOD SIDING o/ J' O.S.B. SHEATHING B
BUILDING WRAP
ASPHALT SHINGLES o/ 15/ ROOFING
FELTS & `• O.S.B. SHEATHING
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scale: AS NOTED
Project no. 07-661
checked by.
drawn by: TNF
dote: 01.23.09
I sheet title: I
sneer no.
A4.2
L
PROPOSED FLOOR PLAN A
,/.• - ,'-0'
RECEIVED
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City 0f so
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Ner 111�1 eell�wionoN
N
scale: AS NOTED
project no. 07-661
checked by.
drawn by. TMF
dote: 11.26.07
date revisions
sheet title:
sheet no.
A2.1