HomeMy WebLinkAboutBATCH - Supplemental - 0065 Shunpike RoadState of Vermont
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Department of Fish and Wildlife
Department of Forests, Parks and Recreation
Department of Environmental Conservation
State Geologist
RELAY SERVICE FOR THE HEARING IMPAIRED
1-800-253-0191 TDD>Voice
1-800-253-0195 Voice>TDD
Errol Briggs
Wm. D. Countryman
868 Winch Hill Road
Northfield, VT 05663
AGENCY OF NATURAL RESOURCES
Department of Environmental Conservation
Re: Senecal Property, 65 Shunpike Road, South Burlington,
Wetlands Project #2001-408
Dear Errol:
WATER QUALITY DIVISION
103 South Main Street
Building 10 North
Waterbury, VT 05671-0408
FAX 802-241-3287
TEL 802-241-3770
July 7, 2003
Thank you for showing me your client's property on June 26, 2003. I understand that
your client would like to construct a commercial development on this site. As you know,
this site contains a large Class Two wetland, and several pockets of Class Three wetlands.
The Class Two wetland is associated with Potash Brook, an impaired water. Therefore,
the protection of the functions and values of the Class Two wetland, particularly the
water quality function, is critical.
During our site visit you gave me a plan prepared by O'Leary Burke Civil Associates
titled "Senecal/ Brown 65 Shunpike Road Wetlands Plan," and dated 5/13/03. This plan
shows approximately 0.5 acre of fill in the Class Two wetland and 1.5 acres of buffer
zone impact. Calculations of Class Three wetland impacts were not shown on the plan.
As promised, I have had the opportunity to discuss your client's proposed project plan
with both the other District Wetlands Ecologists and the Deputy Director of the Water
Quality Division. Our office is of the opinion that it is unlikely that a Conditional Use
Determination could be approved for the project as it is currently proposed since the
construction of the project would likely have an undue adverse impact on the functions
and values of the wetland in question. We recommend that the plan be modified to avoid
impacts to the Class Two wetland and its 50-foot buffer zone whenever possible, in
accordance with the requirements of the Vermont Wetland Rules. You should review
Section 8.5.b of the rules which explains the requirements for avoidance. Where
avoidance is not possible, impacts should be minimized.
Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury
Page 2
I also recommend that you contact the Corps of Engineers at this time to discuss
permitting issues. Please contact me if you have any questions regarding this letter at 241-1418.
Sincerely,
C/
April J. Moulaert, PWS
District Wetlands Ecologist
cc: ike Adams, Corps of Engineers
City of South Burlington Planning and Zoning
Peter Keibel, Act 250 Coordinator
Paul O'Leary, O'Leary Burke
SOUTH BURLINGTON WATER DEPARTMENT
403 Queen City Park Road
South Burlington, VT 05403
Phone: (802) 864-4361
Fax: (802) 864-0435
April 21, 2003
Mr. Paul O'Leary
O'Leary -Burke Civil Associates, PLC
5 Andrew Avenue, Suite 5
Essex Junction, VT 05452
RE: Al Senecal Parcel, Shunpike Rd
South Burlington, VT
Dear Paul:
The South Burlington Water Department has reviewed preliminary plans for the above
referenced project. Please refer to my letter of March 7, 2003 and find my new
comments below.
1. At this time the City of South Burlington does not have sufficient water storage
for any new project requiring more than 1,000 gallons per day (gpd) in this water
service area. Please complete the attached Application for Water Allocation that
was sent with my previous review letter and return it to the South Burlington
Water Department as -soon as possible. As the project continues, a final
Application for Water Allocation will need to be approved for water allocation.
No construction shall be permitted that may restrict or encumber water supply and
storage for the City's current customers.
2. All construction drawings and plans shall have a note saying "All work to be
performed in accordance with the Specifications and Details for the Installation of
Water lines and Appurtenances for all Water Systems Owned by the Champlain
Water District, the City of South Burlington Colchester Fire District #1 and the
Village of Jericho. Please add this note to future plans in visible locations. All
water installation work and water distribution material must comply with these
specifications.
3. Please correct the details shown with this project to better reflect those of the
Specifications noted on #2 above.
4. The South Burlington Water Department ordinance states, "All water lines and
appurtenances not located in the City right-of-way or public grounds shall be
considered private pursuant to the ordinance and others of the City." The fire
hydrant for this project would be considered private. At this time private fire
hydrants are assessed a $100 per hydrant annual fee.
5. The SBWD shall be sent any future hard copy plans involving this project for
review.
6. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main
line taps, thrust blocks, appurtenances, and water line crossings.
7. Further review changes may be required as this project proceeds through the
permit process.
8. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG
Version 14 Format or newer shall be supplied to this department upon completion
of the water system improvements.
If you have any questions or I can be of further assistance, please call me.
Sincerely,
Jay Nadeau
Superintendent
CC. Janet Hurley
Doug Brent
George Dow
Plan Reviews: Al Senecal Parcel -prelim 4-03
CITY OF SOUTH BUR AINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 16, 2003
Paul O'Leary
O'Leary -Burke Civil Associates, PLC
5 Andrew Avenue, 5uite 5
ESSex Jct., Vermont 05452
Re: 65 5hunpike Road
Dear Mr. O'Leary:
Enclosed is the agenda for next Tuesday's Development Review Board meeting and Staff
comments to the Board. Please be cure that Someone is at the meeting on Tuesday,
May 20, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street.
5incerel�,
s'
, 211
Raymond J. Belair
Administrative Officer
Encl.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 13, 2005
Joe & Joyce Zajchowski
79 5hunpike Road
5. 5urlington, VT 05405
Dear Property Owner:
Enclosed is a copy of a public notice published in the Burlington Free Press. It includes
an application for development on property located near your property. This is being
sent to you to make you aware that a public hearing is being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 846-4106 or attend the schedule public hearing.
5incerely�
Raymond J. Belair
Administrative Officer
Encl.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PILANNICNG & ZONgNG
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 13, 2003
Chelsea communications, Inc.
106 Kimball Avenue
5. Burlington, VT 05403
Dear property Owner:
Enclosed is a copy of a public notice published in the Burlington Free Fress. It includes
an application for development on property located near your property. This is being
sent to you to make you aware that a public hearing is being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 846-4106 or attend the schedule public hearing.
5incerC�,
Ida and J.0elair
Administrative Officer
Encl.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & Z0NING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 13, 2003
The Baker Family
125 Shunpike Road
5. Burlington, VT 05403
Dear Property Owner:
Enclosed is a copy of a public notice published in the Burlington Free Press. It includes
an application for development on property located nearyour property. This io being
sent to you to make you aware that a public hearing io being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 646-4106 or attend the schedule public hearing,
Sincerely,
Raymond J. Belair
Administrative Officer
Encl.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF 1PLANN NG & ZONE'4G
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 13, 2003
Anna Mayo
75 Shunpike Road
5. Burlington, VT 05403
Dear Property Owner:
Enclosed is a copy of a public notice published in the Burlington Free Press. It includes
an application for development on property located near your property. This is being
Sent to you to make you aware that a public hearing is being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 846-4106 or attend the schedule public hearing.
Sincerely,
aymond J. Belair
Administrative Officer
Encl.
(CITY OF SOUTH BUR3C INGTON
DEPARTMENT OF PLANNING & ZONiNG
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 13, 2003
The Bassett Family
71 5hunpike Road
5. 5urlington, VT 05403
Dear Property Owner:
Enclosed iS a copy of a public notice published in the Burlington Free Prcoo. It includes
an application for development on property located near your property. This is being
Bent to you to make you aware that a public hearing is being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 846-4106 or attend the Schedule public hearing.
Sincerely,
r�
Raymond J. 5elair
Administrative Officer
Encl.
CITY OF SOUTH BUR LINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 15, 2003
Wilson & Helene Wheatley
69 5hunpike Road
5. Burlington, VT 05405
Dear Property Owner:
Enclosed is a copy of a public notice published in the Burlington Free Press. It includes
an application for development on property located near your property. This is being
sent to you to make you aware that a public hearing is being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 846-4106 or attend the schedule public hearing.
5ince�ely,
Raymond J. Belair
Administrative Officer
Encl.
CITY OF SOUTH BUR AINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 15, 2003
Paul H. Ghoiniere
2073 Willieton Road
5. Burlington, VT 05403
Dear Property Owner;
Enclosed io a copy of a public notice published in the Burlington Free Press. It includes
an application for development on property located near your property. This io being
sent to you to make you aware that a public hearing io being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 846-4106 or attend the Schedule public hearing.
Sincerely,
K
Raymond J. 5elair
Administrative Officer
Encl.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
May 15, 2003
Munson Earth Moving Corporation
366 Dorset Street
5. 5urlington, VT 05403
Dear property Owner:
Enclosed is a copy of a public notice published in the Burlington Free Press. It includes
an application for development on property located near your property. This is being
sent to you to make you aware that a public hearing iS being held regarding the proposed
development.
If you would like to know more about the proposed development, you may call this office
at 546-4106 or attend the Schedule public hearing.
5incerefy�,
Raymond J. 5elair
Administrative Officer
Encl.
DAVID H. GREENBERG
ATTORNEY AT LAW
P.O. BOX 201
BURLINGTON, VERMONT 05402.0201
TELEPHONE (802) 862-8165 THE DANIEL KERN HOUSE
FAX (802) 862.5537 70 SOUTH WINOOSKI AVENUE
BURLINGTON, VERMONT 05401
April 9, 2003
SENT VIA REGULAR MAIL AND FACSIMILE 846-4101
Mr. Raymond J. Belair
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Re: LNP, Inc.
Kimball Avenue, South Burlington
Dear Ray,
As you know I represent LNP, Inc. which has a pending application before the
Development Review Board pertaining to LNP's property off of Kimball Avenue. As I
understand it, a question has arisen as to my client's right to use the unfinished road which
runs in a northerly direction from Kimball Avenue to its property. This road runs along
the eastern boundary of the Adelphia Cable Communications Corporation property.
On August 22, 1989, the South Burlington Planning Commission gave approval to
William and Davis Co. to develop what is now the Adelphia Cable Communications
property. One of the conditions of the approval was that a 60 foot wide right of way be
created running from Kimball Avenue to what is now my client's property. This
condition had been carried forth from a previous approval of the Planning Commission on
September 25, 1984 for the R.D.R. Enterprises. An Irrevocable Dedication of this right
of way as a public road was executed on August 27, 1990 and given to the city. Along
with that Dedication, deeds to the road were executed by the two owners of land which
comprised the road. I am enclosing copies of the Warranty Deed of Robert V. Willis and
Richard T. Willis dated August 27, 1990 (the western half of the road) and the Warranty
Deed of Pine and Kimball Limited Partnership dated April 10, 1992 (the eastern half of
the road). On November 12, 1996 the Planning Commission gave approval to Adelphia
Communications Corporation for construction of its building. This approval kept in force
the previous condition concerning the creation of the road.
The dedication and deeds to the city are consistent with the approval granted to
R.D.R. Enterprises in 1984. In fact, a plat was recorded in Map Volume 197, Page 59 on
December 14, 1984. (See enclosed 2 pages showing that plat). That plat shows the road
as a "60' ROW reserved for future street." (See road between lots 2 and 3).
Mr. Raymond J. Belair
April 9, 2003
Page 2
Based upon the forgoing it is my opinion that my client has the right to use the 60
foot right of way as shown on the plat for access to its property and for completing
construction of the public road and improvements on its property. Firstly, the approvals
of the City Planning Commission encumber the affected properties and make it known to
the public that the right of way for the future street is required. Secondly, by deeding the
street to the City the previous owners of the road have precluded the current owners of the
adjoining properties from preventing the road from being used or constructed.
Finally, since a plat was recorded in the land records, my client has obtained the
rights to use the road and to complete its construction. In the case of Clearwater Realty,
Co. vs. Bouchard, 146 VT. 359, 364 (1985) the Vermont Supreme Court held that lot
owners acquire rights in all roads, streets, parks and other designated ways shown on the
plat map unless a contrary intent is affirmatively shown. The Court stated that the object
of that principle was "to secure persons purchasing lots under such circumstances as those
benefits, the promise of which, it is reasonable to infer, has induced them to buy portions
of a tract laid out on the plan indicated. (Clearwater Realty Co., supra at 364).
Accordingly, I do not believe that any additional granting of easements, rights of
way, or licenses are necessary for my client to access its property or complete the work
required by existing planning commission approvals.
Very truly ours,
David H. Green erg, Esq.
DHG/bbs
Enclosure
C/corres/2003 /Senecal
WARRANTY DEED
KNOW ALL MEN BY THESE PRESENTS THAT: ROBERT V. WILLIS of
Williston, Vermont, and RICHARD T. WILLIS of Richmond, Vermont,
Grantors, in consideration of TEN AND MORE DOLLARS, paid to
their full satisfaction by the CITY OF SOUTH BURLINGTON, a
Vermont municipality situated in the County of Chittenden and
State of Vermont, Grantee, by these presents do freely GIVE,
GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, its
successors and assigns forever, a certain piece or parcel of
land in the City of South Burlington, County of Chittenden and
State of Vermont, described as follows, viz:
Commencing at a point in the north sideline of Kimball
Avenue, which point is the southwest corner of Lot No. 3
as shown on a subdivision plat prepared by Trudell
Consulting Engineers, Inc. entitled "Plat of Land R.D.R.
Enterprises, South Burlington, Vermont," dated December
1976, last revised April 30, 1984, recorded in Book 197 at
Page 59 of the South Burlington Land Records;
Then proceeding N13°26142"E a distance of 558.38 feet in
the west boundary line of said Lot No. 3 to a point in the
south boundary line now or formerly of J. Brown;
Then turning to the right and proceeding S78°22150"E a
distance of 30.02 feet in the south boundary line now or
formerly of J. Brown to a point;
Then turning to the right and proceeding S13°26142"W a
distance of 554.41 feet to a point;
Then turning to the left and proceeding S26°4512511E a
distance of 15.28 feet to a point in the north sideline of
Kimball Avenue;
Then turning to the right and proceeding N66°5713211;1 in the
north sideline of Kimball 11venue a distance of 40.43 feet
to the point of beginning;
- 1 -
Being a portion only of the aforesaid Lot No. 3 and a
portion only of the land and premises conveyed to Grantors
herein by the Warranty Deed of RDR Enterprises, Inc. dated
February 26, 1980, recorded in Book 158 at Page 367 of the
South Burlington Land Records and by the Warranty Deed of
Donna Willis Hall dated , 19 , recorded
in Book 218 at Page 484 of the South Burlington Land
Records.
Reference is made to the aforementioned plat and deed, the
references contained therein, and the respective records
thereof, all in further aid of this description.
The above -described piece or parcel of land shall be used
for a public street, and for purposes incidental or related
thereto.
TO HAVE AND TO HOLD said granted premises with all the
privileges and appurtenances thereof, to the said Grantee, its
successors and assigns, to its own use and behoof forever; and
the said Grantors, for themselves and their heirs, executors and
administrators, do covenant with the said Grantee, its successors
and assigns, that until the ensealing of these presents, they are
the sole owners of the premises and have good right and title to
convey the same in the manner aforesaid, that they are FREE
FROM EVERY ENCUMBRANCE, except as stated above; and they hereby
- 2 -
engage to WARRANT AND DEFEND the same against all lawful claims
whatsoever, except as stated above.
IN WITNESS WHEREOF, the Grantors have sealed and subscribed
this deed as of the 0-1-7 day of
IN THE PRESENCE OF:
W
:Mu j'.
STATE OF VERMONT
0 . n � n l
\( U_ ��-
RO RT V. WILLIS
RICTiARD T. WILLIS
COUNTY OF C��H""I''TTENDEN ) ss.
At W in said county, this Q"T day of
19 , personally appeared Robert V. Willis,
who knowledged the foregoing instrument, by him signed and
sealed, to be his free act and deed.
Before me,
Notary Pu is
My Commission Expires: Z Nf
STATE OF VERMONT
COUNTY OF CH,,ITTENDEN ) ss .
//
At W in said county, this &'7 day of
19410, personally appeared Richard T. Willis,
who a knowledged the foregoing instrument, by him signed and
sealed, to be his free act and deed.
Before me,
��
Notary Pub is
My Commission Expires:
B4.17.0814
- 3 -
STATE OF VERMONT )
COUNTY OF CHITTENDEN ) ss.
At &0 in said county, this X�day of
19 , personally appeared Richard T. Willis,
who ackn wledged the foregoing instrument, by him signed and
sealed, to be his free act and deed.
Before me,
B4.17.0814
Notary Pu is
My Commission Expires:v
- 3 -
WARRANTY DEED
KNOW ALL MEN BY THESE PRESENTS THAT: Pine and Kimball
Limited Partnership, a Vermont limited partnership with its
i
principal place of business at 431 Pine Street, City of
Burlington, County of Chittenden and State of Vermont, Grantor,
i„--ideration of TEN AND MORE DOLLARS, paid to its full
satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont
municipality situated in the County of Chittenden and State of
Vermont, Grantee, by these presents does freely GIVE, GRANT,
SELL, CONVEY AND CONFIRM unto the said Grantee, its successors
and assigns forever, a certain piece or parcel of land 4n the
City of South Burlington, County of Chittenden and State of
Vermont, described as follows, viz:
Commencing at a point in the north sideline of Kimball
Avenue, which point is the southeast corner of Lot No. 2
as shown on a subdivision plat prepared by Trudell
Consulting Engineers, Inc. entitled "Plat of Land R.D.R.
Enterprises, South Burlington, Vermont," dated December
1976, last revised April 30, 1984, recorded in Book 197 at
Page 59 of the South Burlington Land Records;
Then proceeding N13°26142"E a distance of 558.38 feet in
the east boundary line of said Lot No. 2 to a point in the
south boundary line now or formerly of J. Brown;
Then turning to the left and proceeding N78°22150"W a
distance 30.02 feet .in the south bondary line now or
formerly of J . Brown tc) a. ro _nt -
The turning to the left and proceeding S13°26142W a
distance of 542.35 feet to a point;
Then turning to the right and proceeding S63°14135"W a
distance of 12.91 feet to a point in the north sideline of
Kimball Avenue;
Then turning to the left and proceeding S66°57132"E in the
north sideline of Kimball Avenue a distance of 40.43 feet
to the point of beginning;
Being a portion only of the aforesaid Lot No. 2 and a
portion only of the land and premises conveyed to Grantor
herein by the Warranty Deed of Williams and Davis Company
Inc., dated August 28, 1990, recorded in Book 298 at Page
26 of the South Burlington Land Records.
Reference is made to the aforementioned plat and deed, the
references contained therein, and the respective records
thereof, all in further aid of this description.
The above -described piece or parcel of land shall be used
for a public street, and for purposes incidental or related
thereto.
Mountain Cable Company, a Vermont limited partnership
having a place of business at 18 Avenue B, Williston, Vermont,
tenant of tine aforesaid Lot No. 2 under a Lease with Purchase
and Sale Rights, dated June 13, 1989, a Notice of which is
recorded in Book 280 at Page 50 of the South Burlington Land
Records (the "Lease") has executed a counterpart of this Deed
also executed by Grantor's predecessor, Williams and Davis
Company, for the purpose of terminating tenant's right, title
and interest under the Lease with respect to the piece or
parcel of land described above provided that such termination
shall be effective only upon acceptance of such counterpart and
this Deed by Grantee.
TO HAVE AND TO HOLD said granted premises with all the
privileges and appurtenances thereof, to the said Grantee, its
successors and assigns, to its own use and behoof forever; and
the said Grantor, for itself and its successors and assigns,
does covenant with the said Grantee, its successors and
assigns, that until the ensealing of these presents, it is the
sole owner of the premises and has good right and title to
convey the same in the manner aforesaid, that they are FREE
FROM EVERY ENCUMBRANCE, except as stated above; and it hereby
E
engages to WARRANT AND DEFEND the same against all lawful
claims whatsoever, except as state above.
IN WITNESS WHEREOF, the Grantor has caused this deed to be
executed this 2 day of
IN THE PRESENCE OF: PINE -AND KI1,4BALL LDIITED PA=RSHIP,
By The Davis Development
Corporation;
Its General Partner
By:
Derrick Davis
Its President and
Duly` Authorized Agent
MOUNTAIN CABLE COMPANY
By Pericles Communications
Corporation,
Its General Partner
By:
Its —Vice President and
(3
Duly Authorized Agent
CITY OF SOUTH BURLINGTON
f
By:
Its Duly Au Oo'r2i S'Agent
3
STATE OF VERMONT )
CHITTENDEN COUNTY ) SS.
At Burlington, Vermont, in said county, this day of
April, 1992, personally appeared DERRICK DAVIS, who
acknowledged the foregoing instrument, by him/her signed and
sealed, to be his/her free act and deed and the free act and
deed of The Davis Development Corporation and Pine and Kimball
Limited Partnership/
Before me:
Notary Public
My Commission Expires:
STI'•TE OF -_'ENNSYLVANIA )
POTCR GQ UNt COUNTY ) SS.
At -t cCl- 5 "O-t in said county, this _ day of
199 p rsonally appeared
�i_/egoing
Vice President who
him her si ned and
acknowledged instrument, by / g
sealed, to be his/her free act and deed and the free act and
deed of Pericles Communications Corporation and Mountain Cable
Company.
Before me:
-- Notary Public
v My Commission Expires:
NOTARIAL SEAL
STATE OF VERMONT ) JA-YN D. TEZIK Notary Public
Coudersport, Potter County
) SS . M• Commission Expires Feb. 10. t
CHITTENDEN COUNTY 96_
Z'
At e` f` ,• `'— in said county, this f day of
r99 -, personally appeared
-� duly
authorized
jje nt' of thy-: 1. 1_��.� O f `�:"4th �ir,.ii. gton, who
acknowledged the foregoing instrument, by him/her signed and
sealed, to be his/her free act and deed and the free act and
deed of the City of South Burlington.
Before me:
4992p2/45
Notary Public
My Commission Expires:
G
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bae .. e•Ic.1•Naw. IIef IM .1I•be/ Irn.) �M.
8l/ah1 d/..r•woa - N ,.ad .-
O(6/TAi EOU/P. CORP.
Am so, RAY. • Y ITIES
rN.
PLAT OF LAND
l moo. YL/�c aor Iz-
R. D. R. ENTERPRISES
SOUTH BURL IN6TON YE RNONT
TRUDELL
CONSULTING
ENGINEERS, Inc
O'Leary -Burke Civil Associates, PLC
May 1, 2003
Ms. Janet M. Hurley
Associate Planner
575 Dorset Street
South Burlington, VT 05403
Re: Al Senecal Parcel, (SD-03-15), 65 Shunpike Road
Dear Janet:
Enclosed please find Elevation Drawings, a Landscape Plan with a Cost
Estimate, a Construction Cost Estimate and letters from the abutting property owners
stating LNP, Inc. has the right to use Adelphia Drive as an access.
The total construction cost was estimated to be approximately $3,200,000.00.
Using the City of South Burlington required landscape formula of 3% for the first
$250,000, 2% for the second $250,000 and 1 % for the remainder, the required
landscape costs was calculated to be $39,500.00. The cost estimate prepared by TK
Landscape Architects was $42,595.00.
If you have any questions, please call.
Sincerely,
Daniel V. Rexford
Enc.
cc: Al Senecal
ZA200I \] 083\HURLEY-Ietter.doc
5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM
WR.29.2003 1:58PM OMEGA ELECTRIC
P O Box 929 1159 Industrial Parkway
BurlingWn,'VT 05402
I
April 23, 2003
M . Al Seueoal
C/o Omega Blectrie
25 Omega Drive
Williston, VT 05495
Re: KimbaU Avenue K a. W. - City of South Bwiington
NO.744 P.3/4
I have not consulted with my attorney regarding D& G:eenberg's opinion letter dated
Aprn 9, 2003, however, I have no abjection to the use of the previously deeded right of
way as access to your property. I underst=d that you wM be improving the road to
become a City street, and that there is no int=tlon to connect this as a through strezt to
Mston Road.
I would Ilse to discuss the proposed improvements with you, as we would like to access
the rear of our property from Adelo-la Drive in the future, foAr ingress as well as utility
connection.
Good Lucl;,
amen .Foster
._•.• .�: ,.......��..._�..�..... _ _ `='r1— • ••T �.'r tI .. �.. ;^a..+r;.Y e��•-.�a-•.{rnoaw:c5'.�•q-,FiS�
-'•-'APR. 29 2003 1: 58PM .. , OMEGA ELECTRIC
*Ohia
No.744 P.4/4
April15, 2003
Mr. Al Senecal
C/o Omega Electric Construction Co.
25 Omega Drive
Williston, VT 05495
Dear Al:
We have reviawed the Apr! 9, 2003 letter from your attorney, Mr. Greenberg, to
Mr. Belair. Subject to the exceptions in the last paragraph of this letter, we agree that
LNP, Ina has the right to use the 60-foot wide road right-of-way, reserved as a future city
street, which proceeds in a northerly direction from Kimball Avenue to the LNP, Inc.
property. We understand that this road was previously deeded to the City of South
Burlington. LNP, Ine.'s use of the road would include the right to access it's property
from Kimball Avenue, as well as the right to complete construction of a portion of the
road to meet city standards, and improvements on the LNP, Inc. property.
We are confident Mr. Greenberg is correct. However, as you know, we have not
consulted Vermont counsel on this matter. For that reason, if there should be any
additional approvals required from the City Planning Commisslon, or publications
required to make known to the public that the right of way for the future street is
required, you agree you wi3l reimburse Adelphia. for all expeww, including reasonable
attorneys' fees, Second, if it should develop that the deeding by the previous owners has
not precluded the current owners of the adjoining properties from preventing the road
from being used or constructed, or if you have not obtained all rights to use the road and
complete its construction, you will reimburse Adelphia for all expenses, including
reasonable attorneys' fees.
We look forward to working with you on concluding this matter.
Very truly yours,
Robert L. Snowdon
Vermont Area Mmager
RLS/ckb
43 AdefpMu OM
South Bxr Ntcn, Vr 05403
Phone (802) B58-3050
Fox (802165"8B
NOTE) SIZES FOR PLANT MATERIALS SMALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK AS PUBLISHED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN CAN51 ZGO.1) NCLUDNG CALIPER MEASUREMENT. HEIGHT MEASUREMENT. HEIGHT TO CALIPER
RELATIONSHIP. HEIGHT OF BRANCHING, AND MINIMUM ROOT BALL SIZES. 51ZE5 5PEGPED N THIS 5CHEDLU ARE THE MINIMUM 51ZE5 THAT
WILL BE ACCEPTED FOR THIS PROJECT.
PLANT SCHEDULE
QUANTITY COMMON NAME
LW OFFICE / WAREHOUSE - ADELPHIA DRIVE 4-23-03
BOTANIC NAME SIZE
NOTE
UNIT PRICE
PRICE
10
NORTHERN RED OAK
Quercus rubra
2.5" C.AL..
B+B. MATCHED
450
4500
22
FREEMAN MAPLE - AUTUMN BLAZE
Acer x freemad 'Autumn Blaze'
2.5" CAI.
B+B. MATCHED
450
9900
10
GALLERY PEAR
Pyrus cakryana 'Cleveland Select'
2.5" CAL
B+B. MATCHED
450
4500
18
HERITAGE BIRCH
Betuia nigra 'Heritage'
10' HEIGHT
B+B, MULTISTEM
300
5400
1
TATARIAN MAPLE
Acer tatarica
2.5" CAL
B+B
450
450
9
AUSTRIAN FINE
rims nigra
6' HEIGHT
B+B
300
2700
4
SCOTCH FINE
Firm sylvestris
8' HEIGHT
B+B
425
1700
G
SCOTCH FINE
Pkw sylvestris
6' .HEIGHT
B+B
300
1800
5
WHITE SPRUCE
Plcea glauca
8' HEIGHT
B+B
425
2125
3
WHITE SPRUCE
Picea glauea
6' HEIGHT
B+B'
300
900
24
COMMON LILAC
Syrhga vulgaris
6' HEIGHT
B+B. MATCHED
175
4200
14
DENSE SPREADING YEW
Taxus x media 'Densiformis'
36"
B+B
110
1540
48
DARK GREEN ARBORVITAE
Thuja occldentaks dgra
48"
B+B
GOO
2880
PROBABLE COST OF PLANTING WITH ONE YEAR GUARANTEE
NOTE, THERE ARE EXI5TNG GREY BIRCH AND WHITE FINE ON -SITE. LANDSCAPE CONTRACTOR SHALL
EVALUATE THE CONDITION AND ACCESS TO THESE EXISTING TREES. IF IT 15 N THE BEST INTERESTS
OF THIS PROJECT. CONTRACTOR MAY TRANSPLANT THESE EXISTING TREES AND SUBSTITUTE THEM
FOR HERITAGE BIRCH. AUSTRIAN FINE. AND SCOTCH PINE ON A ONE -FOR -ONE BASIS. EXISTING TREE
SIZES MUST BE EQUAL OR GREATER THAN THE SIZES SPECIFIED N THIS SCHEDULE. THESE 5U135TITUTIONS
ARE SUBJECT TO APPROVAL BY THE OWNER AND THE LANDSCAPE ARCHITECT. CONTRACTOR SMALL
USE A MECHANICAL TREESPADE SUITABLE FOR THE SIZE TREES BEING TRANSPLANTED.
642,595
O'Leary Burke Civil Associates, PLC
5 Andrew Avenue, Suite #5, Essex Junction, VT 05452
(802) 878-9990 Fax: (802) 878-9989
Senecal - A Planned Unit Development
65 Shunpike Road, South Burlington, VT
by: DVR
checked: PJO
1-May-03
ENGINEERS ESTIMATE OF PROBABLE CONSTRUCTION COSTS
NO
DESCRIPTION`
UNIT
JQTY.
JUNIT
COST
COST
1
Hydrant
EA.
1
$ 1,500.00
$ 1,500.00
2
Gate Valve
EA.
4
$ 450.00
$ 1,800.00
3
Water Line (8" CL52 D.I.)
LF.
426
$ 25.00
$ 10,650.00
4
Water Service
EA.
2
$ 250.00
$ 500.00
5
Sewer Service
EA.
2
$ 200.00
$ 400.00
6
Catch Basin
EA.
5
$ 1,500.00
$ 7,500.00
7
Storm Pipe (12" pvc)
LF.
630
$ 25.00
$ 15,750.00
8
Valve Pit
EA.
1
$ 2,000.00
$ 2,000.00
9
Pump Station
EA.
1
$ 25,000.00
$ 25,000.00
10
Road/Parking
Sy.
9,500
$ 15.00
$ 142,500.00
11
Curbing
LF.
2,264
$ 10.00
$ 22,640.00
12
Concrete Sidewalk
Sy.
20
$ 20.00
$ 400.00
13
Utility Trenches and Conduit
LF.
1,148
$ 6.00
$ 6,888.00
14
3" SDR 26 PVC Force Main
LF.
966
$ 15.00
$ 14,490.00
TOTAL = $ 252,018.00
ESTIMATE OF BUILDING COSTS
UNIT
DESCRIPTION UNIT QTY. COST COST
Office Space SF. 30,400 $40.00 $1,216,000.00
Warehouse Space SF. 45,600 $30.00 $1,368,000.00
Office Space SF. 8,250 $40.00 $330,000.00
ob3\ddrive\2002\2064\cost-est.As
TOTAL =
Site Work =
$2,914,000.00
$252,018.00
TOTAL CONSTRUCTION COST = $3,200,000.00
NOM 'Ale FOR F MTERALS SHALL cOrfo TO THE AHEREAN 5TAIIDNm r« MARSOT STOCK AS R.6U5Hm By
TE AMCNICJN ASSOCIATION Or IAISERTIOf CAMS! LfA15 M LUNG CALM HMNAf W. HOOT ICASLIROR, HpfXT TO
5ELD MI ♦F1 - CATMTOILT 51 -MC M(
RELATgMYf. HOOK Cr BIANCHM AND MNLLM ROOT SALL SIZZ& SOLS bMGM H THIS SCMM .E ARE NE MIMM W15 TAT
FRlRC dUNOIES AS MEMM
/ --
f« ALL DSTLImm AREAS HOT SPLCrVV FORM 02 «- 53
WILL Be AC 0MM FOR THIS ROICT.
RLRBM TAL' " rrrC WIGS -
—SON SMALL BE LOOSE OIOIXJf TO RIeRr
SEED NAAFI x or MKT Le NT/MM fL16WAL1ON
PLANT 5CMEDULE
CLAKT r COMMON NAME
BOT_ IWE
SIM
NOR
10
NORTMON RED OAR
G, M —
25" CAL
6a0. HATORD
22
FREEMAN MAPLE - AUTUN BLAZE
Acr i f— •Av M-A,
2.5' CAL.
Dab MATOCD
10
GALLERY FCAR
FW cWy TAMRIRN Sr V
25" CAL
646. MATOED
15
MOBTAGE SROM
B4euY NrI m rftw'
1d HEIGHT
645. MLTSTEM
I
TATARMN
25" CAL
B ay
I
AU6T1%`h F E
r- AfrR
r HEIGHT
eae
4
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a' HEIGHT
545
G
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SG1 10 o am N ��T MTORY O rWI rtYAI tOA ] 6ss
TWO 1KS WOEE MAN R' S AM STARS MAY a OCLETCD ' CUTTER rERORl4L RYLwee 2«-30x Ox
MANEIQ OF ROOT BALL / IqT GT TO 5 ' I I COIrl1 LOCATM N rAREEIlGT rmm TO M1MM XARTAH HARD RSCLE 15A_ 40A
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FOR —MAL 45OR TO FLANTMG W® SQOS ass THAN 0.12
COMFACT BAWLL AROLM Met OF ROOTBILL f«
5TA5111Y. ALLOW QMANIG BAORML TO SETTLE
NATLIRAl1.Y «T- LIGRLT. W CHELSEA SEED MG # 3 - 5TORMWATLR BA5H5
CONMUNICATIOVS INC.
115NG THE Tft" MAIM As A OAX N/r OF MxTIATL IRrRM ClIDWTI«
-- _ N WELL MAter, BOILS. PLANT THE TREE I MG MIP STOGI 2Bx-35x e5x
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Or TMs FROXOT. CONTRACTOR NAT TRAHSIUM TE5E MTMG TREES MC SLasTTM Tbf THE ROOT BALL TO Nf ON UQ61LRBm SOIL _ _- -_ _
r« MOBTAW BIS:fI AU6TRMN Mi AND SCOTCH FINE «A OMIT«-CNE M516. EASTMG TREE TO REVEM FUtLM SCTTUM11W. R' 'x.
SIZES MAT BE EGLLAL OR GRATM THAN THE SKE6 BRO► M M TMa SOIm11L THESE a1.5aTITUTGl5
UARE
se �T� TwyX �� AHULA� � G�T« Sn. 1 TREE PLANTING
120 KIMBALL LLC
SPENCER W. A - i 350'� .
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` Hrs
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IAIIDY.ML ♦IIO� ♦ 51TC FiANN1G
133 BLAMY ROAD. 5LJrr 203
COLCN STM VERMONT 0544G
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NOTrS,
L FRIOR TO M"MO THE CONTRACTOR SHALL
GONTAGT M-MR AM THE FRMECT ENrXu TO
V 0FY THE 'A5 r LOCATIONS Or umEErAecuo
LITLTTRS. THE M" T LANDSCAPE ARGMRCT 51
111 W AM AFROVE PROROSED NOOIGATIONS TO
THIS FLAN AS HaMV TO AVOID COIILCTS WITH
AS-BLLT' LMLTY LOCATIONS.
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SASE PREPARED BY OTEART BUBCE LNL ASa TES.
3 M
r^4o�'.o.•yl�ul
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LOM' EAVE ELEV. 2r-W r_ _ `T .;-�z -. �,_ .� �,- - _ �C 53 'r ._ ' .2. — ---- date 4-l-09
3 _ .- r 34rx? s - ems- r_ u� , c s F ;
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and tan ELEV Mr w
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d—q. no.
A4.1
Pet �-f
No Text
APR-8t3-.t003 01. :159 FM O^ LERRY-SURKE C I V 11_ 302 BTP 9989 F. 07
Permit Number W—%
CITY OF SOUTH BURLINGTON
APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW
All infonnation requested un this application muat he completed in full, railure to provide the requested
in+ormation either on this appiication form or on the plans will result in your application being rejected
and a delay in the review before the Development Review Guard,
1) OWNx ,R OF RECORD (Name as shown on deed, mailing address, phone an(i. fax #)
=Nf. Inc-
d .t l Sc nc=eel
25 Ozxwwei Drive
Mi-slon, VT 03495
G) LOCATION OF EAST R};:C"OIZDED DH,ED (Book and page #)
x, 517 Pal lc b45
3) APPLICANT (Name, mailing address, phone and fax 4,1)
LNP, Inc;.
�_ d�Sc�neccal
0,n4:& Drivr
Willisloell PT 0495
Phone: (Y02) rS 2-1 -19
4) CONTACT PERSON (Name, mailing address, phone and flax #)
foul O 'heart,
�?uLkRrar& 001 N.euriurc=s'
4ndr;e=iv.4ve ,Sujiy 401
Exvex A4nvrlvn, CST 03452
5) PROJECT STREET ADDRESS:
65,5hunoiku Ro(d
S(,, Lrrlirr�t��n [�T 05403
6) TAX PAR("'I-;I, ID # (c,a.n be c7ht�lined ut Asscwtior's t)flicc?
3-l-UI5do.00w;j, L
Phon�SI)2) 878-9990
APR-30-2eO3 e2:Oe PM O^LENRY-BURKE CIVIL 802 878 9989 F.03
7) PROJECT DESCRIPTION
a) Existing uses on Property (including description and size of each separate use)
AYA - Thin nurrc"I„I;s currently ert7cicjvclunecl
h) Proposed Uses on property (include description kind st7.e of each new use and existing use,; to
remalin)
Thi.+' rro va curtst5'la' rt� " �r�.+1f°actin r u v 8.250 ,w uur'e > > ice htri/dlr7 r anc!anc� hU ,Y!IlJ .+'utrurc� ,�)f)1 nt1'.Xetd id1"c>�Girn>7, cr�n,sisdln�r cr n� jc'c" a�tci rwcrrc; 1cru,sc� s �uc'c�.
c) Total building square liootabe oil property (proposed huildings and existing buildings to t'Lamiin)
L. ro ngr1 a ice ht.rilch
1 n+•upow(f rfa� t.r.+e frt,rrlcli — fili -Y00 ,S, F,
Drat = t59 0
d) Height oi'bui,'dir,g & ilurrtbcr e>f tl0orti (proposed building,, .aid c;xiwting buil(iit)gs to rciTtain,
spccifv ii`basement and mezzanine)
1 hLjLropnsecl () cec biyilyding YY Yl he ottc, .+Ir,r,y. The Grp ru,+�ca(d yrii.t:t<c! t;,sc' hurlaalrr�- r, ill he ? .ctrar ic.s
anti de.ts' tl cart Jl feet huh.
e) Numhero fresidential units (if applicable, new units and existing units it) t-etnail,)
AX4 —Thi.+ Is cr c'runrnet°c.'iul rc� -c'c'!.
1) Nt4mher of ernptovices & cotrtpany vchicies Iekisting anti proposed. note office versus hurt-erff cc
Employees)
-.155 e2'ce cam. Ire e.E 38 650 S.F 250.S',V 'enz ios-e
-„ 4 wur°ehvtr.+•c, ern 7lnvevy
4 comnuny vehicles
g) Other, (list ally other inFornititit?n pertinent tt' this applic tiun not specilic�jliy requested above,
Please note il'Ovcrlay Dioricts aarc applicable)
g) List any changes to the subdivision, such as property lines, number of units, lot n;erg,crs, etc.;
ti'rc CrAller lellet, lbr li,+'t of'c•hvn
2
APR-30-2003 02:01 PM O'LEARY—BURKE CfVIL 802 878 9989 P.04
8) LOT COVERAGE
a) Building: Existing % Proposed 16 (J.L"/n
b) Overall (building, parking, outside storage, etc)
Existing ()L Pronosed x
0 Front yard (along each street) Existing; r;+' ;
Proposed "
9) COST ESTIMATES
a) Building (including interior renovations): 2. I(J6, 9f1P) 1)PJ
b) Landscaping: S 31 P).00
c) Other site improvements (picase list with c(ist):
3 " .SIaR 26 P V(; firrc�� mai 966 ')-11
i�fJ Ofl
'urn 'S 1 ' -
25 UOU OPi
Yalu l
^� 000.00
2 D.-f water line 426_'L___..�$
III, 65(). 00
We er .s'erviees (2) -
Gale lledves 4' -
'
1A,drant 7 -
,
"
1 5O0 00
)2 ' (") - �—
15. '7j f1 f1Q
`S7 50tk 00
C.'ri1 ill !r ��rtcilc�.� crrrc! c o��cirr(r 1 148
S6 888 00
/clout! be [TIN ane.11 c.rr•kl ng /r}• 5rt(� 5),1 -
S14 ,S00.00
r le S'icle►,2f1 1 4i'i
5 Of1(tPJ
Total -
18.00
l()) E!;T MATED TRAFFIC
a) Average daily traffic for entire property (it: Lind i)u!): 998 Tr,in,y
h) .A.M, Peak hoar for entire Property (in and out): 76_ Trips
c) P.M. [leak hour for entire property (In and oui): y1 T,
1 1) PEAK HOURS OF OPERATION- ^; f10 I'PJU
12) PEAK DAYS OF OPERATION: llrm( :n' (ha(m/( Frig �:rt
0) ESTI"v1ATrn i'ROJFf -CT ((.)%1PI.F 1ON DATE� 200)
14) PLANS AND FEE
Plat plans Apil by suhtritted whi,; show; Iltc tnthrlti,1ti0j1 1'-aIc.i can F'01ibit A,Itradit:d. Five (5) rcrULu"si.e Wpics and are
PGL{tlil(1 copy C l "" X i 7��) Ol'lIlL j�18115 Itllitit ii� lJhftllit�l�. l� kll��lil!'iklili' <ttYl�[1�3fi��11 [er r;1i;711 ire h,t'd tt, t[Ic City dl t(Lc time
cX,,ubtniving, the. f'w it plat applicafiov (,,re E'xhibil a,).
APR-30-2003 02:01 PM O•LEARY-EURKE CIVIL 802 878 9989 P.05
t hereby certify- that all the int'ormation requested as part of this application has been submitted and is
accurate .o the best ot'my knowledge,
GNATU ®F A_PPLICAI
SIG: ATURE OF PROPERTY . ER
Do not write below this line
DATE OF SUBMISSION:
I have reviewed this preliminary plat application and find it to be:
Complete C Incomplete
Direettir of Planning & Zoning or Designee Bate
4
0000
PIONEER ENVIRONMENTAL ASSOCIATES, LLC.
P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380
BILL TO
City of South Burlington
Att: Mr. Ray Belair
575 Dorset Street
South Burlington, VT 05403
Invoice
DATE
INVOICE NO.
7/2/2003
4056
FAST DUE
DEC 10 2003
Please Remit
P.O. NO.
TERMS
PROJECT NAME
PROJECT #
Net 30
LNP Review
03023
DATE
ITEM
DESCRIPTION
TIME
RATE
AMOUNT
6/4/2003
6/12/2003
6/25/2003
6/25/2003
6/25/2003
6/25/2003
523 SWD
102 SWD
103 SEG
102 SWD
204 SWD
209 JAN
Post
E-mail communication
File/document review
Meeting/in-house
File/document review
Letter/memo writing
Review/revising
-It® Fax Note 7671 Date 4 pages �
0.3
0.2
0.3
0.3
1.5
0.6
36.00
36.00
55.00
36.00
36.00
100.00
10.80
7.20
16.50
10.80
54.00
60.00
To / A
From
Co./Dept.
Co.
Phone #
Phone #
Fax #
Fax #
Billing Period: May 30, 2003 - June 26, 2003
Total $159.30
PIONEER ENVIRONMENTAL ASSOCIATES, LLC.
P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380
BILL TO
City of South Burlington
Att: Mr. Ray Belair
575 Dorset Street
South Burlington, VT 05403
Invoice
DATE
INVOICE NO.
7/2/2003
4056
PAST DUE
SEP 0 4 2003
Please Remit
P.O. NO.
TERMS
PROJECT NAME
PROJECT #
Net 30
LNP Review
03023
DATE
ITEM
DESCRIPTION
TIME
RATE
AMOUNT
6/4/2003
523 SWD
E-mail communication
0.3
36.00
10.80
6/12/2003
102 SWD
File/document review
0.2
36.00
7.20
6/25/2003
103 SEG
Meeting/in-house
0.3
55.00
16.50
6/25/2003
102 SWD
File/document review
0.3
36.00
10.80
6/25/2003
204 SWD
Letter/memo writing
1.5
36.00
54.00
6/25/2003
209 JAN
Review/revising
0.6
100.00
60.00
o
Billing Period: May 30, 2003 - June 26, 2003
Total $159.30
PIONEER ENVIRONMENTAL ASSOCIATES, LLC.
P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380
BILL TO
City of South Burlington
Aft: Mr. Ray Belair
575 Dorset Street
South Burlington, VT 0540"
6/30/2003
6/30/2003
7/1 /2003
7/1 /2003
7/1 /2003
7/1 /2003
P.O. NO. I TERMS
Net 30
ITEM
DESCRIPTION
101 SWD
Coordination
209 CPC
Review/revising
102 SWD
File/document review
504 JMW
Document format/edit
512 JMW
Letter/memo-final
518 JMW
Distribution/fax/mail
PROJECT NAME
LNP Review
TIME
Post -it® Fax Note 7671
Date
To �/�
(f
From
Co./Dept.
Co.
Phone #
Phone7rn
Fax # Cf
Fax #
0.2
0.3
0.2
0.4
0.5
0.5
Billing Period June 27, 2003 - July 31, 2003 Total
Invoice
DATE INVOICE NO.
8/4/2003 4142
PROJECT #
03023
RATE AMOUNT
36.00
45.00
36.00
30.00
30.00
30.00
7.20
13.50
7.20
12.00
15.00
15.00
$69.90
E
PIONEER ENVIRONMENTAL ASSOCIATES, LLC.
P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380
BILL TO
City of South Burlington
Aft: Mr. Ray Belair
575 Dorset Street
South Burlington, VT 05403
P.O. NO. TERMS
Net 30 1
DATE ITEM DESCRIPTION
6/4/2003
523 SWD
E-mail communication
6/12/2003
102 SWD
File/document review
6/25/2003
103 SEG
Meeting/in-house
6/25/2003
102 SWD
File/document review
6/25/2003
204 SWD
Letter/memo writing
6/25/2003
209 JAN
Review/revising
Billing Period: May 30, 2003 - June 26, 2003
i
PROJECT NAME
LNP Review
TIME
0.31
0.2
0.3
0.3
1.5
0.6
Invoice
DATE INVOICE NO,
7/2/2003 4056
i
PROJECT #
03023
RATE
AMOUNT
36.00
10.80
36.00
7.20
55.00
16.50
36.00
10.80
36.00
54.00
100.00
60.00
Total $159.30
PPIONEER ENVIRONMENTAL ASSOCIATES LLC.
,
48 Green Street, Suite 2 - P.O. Box 354
Vergennes, Vermont 05491
Phone: 802-877-1380
Fax: 802-8 77-1385
email: pioneereoqsover.net
Website: www.pioneere.com
CONSULTING SCIENTISTS
July 1, 2003
Mr. Errol Briggs
Countryman Associates
868 Winch Hill Road
Northfield, VT 05663
RE: Proposed LNP Development Site
65 Shunpike Road
South Burlington, Vermont
Dear Errol:
This letter is regarding Pioneer Environmental Associates, LLC. (Pioneer) site visit conducted with you
on the proposed LNP development site at 65 Shunpike Road in South Burlington in early May 2003.
Subsequent to the site visit, we discussed a section of the property where I assessed that a small area
of wetland is present which was not mapped. This section of the property is an area that has been
enhanced for drainage by ditching and is contiguous to two other delineated wetland features (see
enclosed map). The subject area is approximately 90 feet long and approximately 4 to 5 feet wide, and
does not appear to be of any functional significance. Signs of wetland hydrology and wetland
vegetation were observed during the site visit, and given the landscape position and contiguity with two
other wetland units on the property, hydric soils are most likely present.
The most recent mapping Pioneer has (dated May 13, 2003) from O'Leary -Burke Civil Associates, PLC
(O'Leary -Burke) for the project does not show the subject area to be mapped as wetlands. Until either
it is determined that one of the three mandatory wetland criteria is lacking from the subject area, or on -
site determination by the Vermont Agency of Natural Resources and the United States Army Corps of
Engineers concluding that the subject area is not a jurisdictional wetland is conducted, Pioneer
disagrees with this aspect of the existing mapping. Other than this small portion of the site, I feel the
delineated wetland boundary shown on the May 13, 2003 mapping from O'Leary -Burke depicts the
extent of wetlands on the property with reasonable accuracy.
I am hopeful that this issue can be resolved expeditiously so that the project applicant can appear at
the August 5, 2003 town development review meeting without encountering additional or unexpected
wetland concerns. Please contact me with any questions or comments that you may have.
Sincerely,,
i,
LnW. ry'
SeaDo
Wetland Scientist
SW D/jmw
Enclosure
cc: Mr. Ray Belair
Mr. Paul O'Leary
FAPROJECT\03023 South Burlington LNP Development Review\Briggs.11.doc
;«
` i �
0
PIONEER ENVIRONMENTAL ASSOCIATES, LLC.
P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380
BILL TO
City of South Burlington
Att: Mr. Ray Belair
575 Dorset Street
South Burlington, VT 05403
I
DATE ITEM
4/22/2003
5/2/2003
5/2/2003
5/2/2003
5/2/2003
5/2/2003
5/5/2003
5/5/2003
5/6/2003
5/6/2003
5/6/2003
5/6/2003
5/6/2003
5/7/2003
5/7/2003
5/14/2003
5/23/2003
5/27/2003
5/29/2003
5/5/2003
5/5/2003
5/5/2003
101 JAN
216 JLS
301 JLS
304 JLS
102 SWD
101 SWD
029 SWD
116 SWD
067 SWD
106 SWD
523 SWD
103 SWD
103 SWD
106 SWD
214 SWD
106 SWD
102 SWD
106 SWD
106 SWD
888 SWD
Soil Auger
Disp. Ca...
Invoice
DATE INVOICE NO.
6/3/2003 3992
L-___ --
Post-i Fax Note 7671
Date
pages
To L /G ALf
[�^W�
From jd
�P
Co./Dept.
Co.
Phone #
Phone #
Fax # a
Fax #
P.O. NO. J TERMS PROJECT NAME
Net 30
DESCRIPTION
1Coordination
Map creation
Data download
Data analysis
File/document review
Coordination
Wetland delineation
Meeting preparation
Field prep.
Telephone consultation
E-mail communication
Meeting/In house
Meeting/In house
Telephone consultation
Study plan
Telephone consultation
File/document review
Telephone consultation
Telephone consultation
Labor subtotal
Mileage - SWD
Soil Auger
Disposable camera
--- -- -� _ _ -- _ L - --
Billing Period: May 2, 2003 - May 29, 2003
LNP Review
TIME
0.4
0.5
0.2
0.6
0.8
0.4
5.5
0.5
0.1
0.2
0.2
0.2
0.2
0.2
0.3
0.6
0.2
0.1
0.2
Total
PROJECT #
03023
RA� AMOUNT
100.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
36.00
0.36
20.00
20.00
40.00
18.00
7.20
21.60
28.80
14.40
198.00
18.00
3.60
7.20
7.20
7.20
7.20
7.20
10.80
21.60
7.20
3.60
7.20
436.00
3.60
20.00
20.00
$479.60
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
August 1, 2005
Paul O'Leary
O'Leary -Burke
5 Andrew Avenue, Suite 5
ESSex Jct., Vermont 05452
Re: Adelphia Drive
Dear Mr. O'Leary:
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,
August 5, 2003 at 7:50 p.m. at the City Hall Conference Room, 575 Dorset Street.
Sincerely,
R ." m Blair
Administrative Officer
Encl.
O'Leary -Burke civil Associates, PLC
April 9, 2003
Ms. Janet M. Hurley
Associate Planner
575 Dorset Street
South Burlington, VT 05403
Re: Al Senecal Parcel, (SD-03-15), 65 Shunpike Road
Dear Janet:
We are writing on behalf of LNP, Inc., c/o Al Senecal, to request combined
preliminary/final plan review for a Planned Unit Development on a parcel of land in
South Burlington, located north of Kimball Avenue and south of Williston Road.
The staff notes and comments have been reviewed and the following changes
have been made:
1) The plans have been revised to include calculations of front yard
coverage. The front yard was calculated as being where the 60'
R.O.W. is abutting the southern property line. We are requesting a
waiver of the maximum front yard coverage of 30%;
2) The plans comply with the requirements for preliminary site plan
review pursuant to Section 14.05 of the Land Development
Regulations;
3) Evidence of property rights that enable the applicant to use Adelphia
Drive as an access will be forwarded shortly;
4) Comments of the City Engineer:
1) The plans have been revised to include two cleanouts with the
force main;
2) The plans have been revised to provide a large enough easement to
give ten feet beyond the edge of pavement for snow storage at the
turn around;
3) It is understood that trees must not be planted on top of water and
sewer mains;
4) The detail provided for the pump station is a typical detail and no
problems have been experienced in the past with the pipes
freezing;
5) It is understood that George Dow of the City Sewer Department
shall review the pumping station design;
6) The electrical panel box will include a 110 volt outlet;
7) The sewer pumping and force main will be privately maintained by
the owner;
5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM
Comments of Staff
5) The applicant has contacted the South Burlington Water Department.
It is understood that their approval is required and that final water
allocation must be obtained prior to final plan approval;
6) The plans have been revised to show electric and telephone lines as
underground;
7) The stormwater drainage plans comply with the Vermont Stormwater
Management Manual for Watershed Improvement Permits dated April,
2002;
PUD Review
8) The South Burlington Water Department has been contacted in
reference to this project and water allocation is pending. An
application for Wastewater Allocation has been submitted to the
Director of Planning and Zoning;
9) A qualified wetland consultant has been notified of the need for
additional delineation. The analysis will be forwarded upon
completion;
10) Upon completion of the wetland delineation, plans will be forwarded
to the South Burlington Natural Resources Committee for review.
Any wetland encroachments will comply with Section 12.02(E) of the
Land Development Regulations;
11) It is understood that the plans must be reviewed and approved by Fire
Chief Doug Brent;
12) The plans have been revised to show the rear light pole above the rear
parking spaces, adjacent to the dumpster enclosure;
13) The plans have been revised to show an MTC cabinet and locations of
AC pads along the sides of the two buildings;
14) Elevation drawings are being prepared and will be forwarded shortly;
15) The plans have been revised to demonstrate compliance with the
minimum parking requirements of the proposed Land Development
Regulations. Revised parking requirements are included on Plan Sheet
#1;
16) The plans have been revised to show the percentage of the parking
area that is proposed to be landscaped with trees, shrubs and other
plants. At least one deciduous shade tree of 4" caliper at 6" above
ground has been provided for every 3,000 square feet of paved area;
17) A detail for the curbed and landscaped islands has been provided on
detail sheet #5;
18) The plans have bT� revised to show proposed snow storage areas;
19) The landscaping plans have been submitted to a professional landscape
designer for a proposed landscape budget and will be forwarded
shortly;
20) Comments of the Public Works Arborist:
1) The plans have been revised to substitute Kentucky Coffeetree for
the previously proposed Summit Ash;
2) The plans have been revised to substitute Tatarian Maple for the
previously proposed Crabapples in the parking islands;
3) The cultivar `Chanticleer' has been specified for the callery pears
along the building;
4) The plans have been revised to indicate the white pines on the east
side of the property as being 20' on center;
5) Changes have been made to the tree planting detail:
• The plans have been revised to specify either rubber
bungee type ties or a flat, soft woven material be used when
staking is required and that the stakes be removed after 1
year;
• The note to amend backfill soil with fertilizer has been
removed from detail sheet #5;
• A note to plant trees so that the root collar/trunk flare is at
or slightly above finish grade has been added to detail sheet
#5;
6) The Landscaping Specifications have been revised to include a
10-10-10 ratio for the application of 500 pounds of fertilizer per
acre.
I.T.E. Trip Generation Calculations and Lighting Cut Sheets have been
previously submitted.
Please find the following attached information:
1) Final Subdivision Plat Review Application;
2) Five (5) full size sets of the Final Plans;
3) One (1) reduced (I I" x 17") set of the Final Plans;
4) A fee of $85.00 ($75.00 fee + $10.00 recording fee)
If you have any questions, please call.
Sincerely,
Daniel V. Rexford
Ene.
cc: Al Senecal
Z: \2001 \ 1083\finalletter.doc
Permit Number SD- 0 3 - 2'lj
CITY OF SOUTH BURLINGTON
APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW
All information requested on this application must be completed in full. Failure to provide the requested
information either on this application form or on the plans will result in your application being rejected
and a delay in the review before the Development Review Board.
1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
LNP, Inc.
c% Al Senecal
25 Omega Drive
Williston, VT 05495
Phone: (802) 862-1579
2) LOCATION OF LAST RECORDED DEED (Book and page #)
Book 517, Pam
3) APPLICANT (Name, mailing address, phone and fax #)
LNP, Inc.
c% Al Senecal
25 Omega Drive
Williston, VT 05495
Phone: (802) 862-1579
4) CONTACT PERSON (Name, mailing address, phone and fax #)
Paul O'Leary
O'Leary -Burke Civil Associates
5 Andrew Ave., Suile 45
Essex Junction, VT 05452
5) PROJECT STREET ADDRESS:
65 Shunpike Road
South Burlington, VT 05403
6) TAX PARCEL ID # (can be obtained at Assessor's Office)
34-01560-00065. L
Phone: (802) 878-9990
Fax: (802) 878-9989
7) PROJECT DESCRIPTION
a) Existing Uses on Property (including description and size of each separate use)
N/A — This parcel is currently undeveloped.
b) Proposed Uses on property (include description and size of each new use and existing uses to
remain)
This project consists of constructing one 8,250 square fbot office building and one 60,800 square
foot mixed use building, consisting of office and warehouse space.
c) Total building square footage on property (proposed buildings and existing buildings to remain)
1 proposed office building = 8,250 S.F.
1 proposed mixed use building = 60,800 S.F.
Total = 69,050 S.F.
d) Height of building & number of floors (proposed buildings and existing buildings to remain,
specify if basement and mezzanine)
The proposed office building will be one slow. The proposed mixed use building will be 2 stories
and less than 35 feet high.
e) Number of residential units (if applicable, new units and existing units to remain)
N/A — This is a commercial nroiect.
f) Number of employees & company vehicles (existing and proposed, note office versus non -office
employees)
- 155 office employees (38,650 S.F.1250 S.F./employee = 155)
- 4 warehouse employees
- 4 company vehicles
g) Other (list any other information pertinent to this application not specifically requested above,
please note if Overlay Districts are applicable)
g) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.:
See cover letter for list of changes.
2
8) LOT COVERAGE
a) Building: Existing 0% Proposed 16.04%
b) Overall (building, parking, outside storage, etc)
Existing 0% Proposed 35.97%
c) Front yard (along each street) Existing 0`% Proposed 65%
9) COST ESTIMATES
a) Building (including interior renovations): $ 2,106, 900.00
b) Landscaping: $ 31,220.00
c) Other site improvements (please list with cost):
3 " SDR 26 PVC force main (966') -
$14, 490.00
Pump Station (1) -
$25, 000.00
Valve Pit (1) -
$2, 000.00
Sewer Service (2) -
$400.00
8" CL52 D.L water line (426') -
$10,650.00
Water services (2) -
$500.00
Gate Valves (4) -
$1, 800.00
Hydrant (1) -
$1, 500. 00
12 " PE storm pipe (630') -
$15, 750.00
Catch Basin (5) -
$7, 500.00
Utility trenches and conduit (1,148) -
$6,888.00
Road, Drives and Parking (9,500 SY) -
$142, 500.00
Curbing (2,264) -
$22, 640.00
Concrete Sidewalk (20 SY) -
$400.00
Total -
$252, 018.00
10) ESTIMATED TRAFFIC
a) Average daily traffic for entire property (in and out): 998 Trips
b) A.M. Peak hour for entire property (in and out): 76 Trips
c) P.M. Peak hour for entire property (In and out): 91 Trips
11) PEAK HOURS OF OPERATION: 7:00 — 9: 00 a.m. and 4: 00 — 6: 00 p. m.
12) PEAK DAYS OF OPERATION: Monday througTh Friday
13) ESTIMATED PROJECT COMPLETION DATE: September, 2004
14) 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 (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time
of submitting the final plat application (see Exhibit A).
3
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.
SIJ6NATURE OF APPLICAN
SIG TU E OF PIMP E-RTER
Do not write below this line
DATE OF SUBMISSION: ?J I 0 3
I have reviewed this preliminary plat application and find it to be:
omp e Incomplete
Director of Planning`81Z i g or
V
4
South Burlington Fire Department
575 Dorset Street
South Burlington, VT 05403
(802) 846-4110
Douglas S. Brent, Fire Chief
May 16, 2003
Ms. Juli Beth Hoover, Director of Planning and Zoning
City of South Burlington
575 Dorset Street
South Burlington, Vermont 05403
Re: Planned Unit Development, Senecal Parcel
Dear Juli:
I have reviewed the plans for the proposed construction of the planned unit
development Commercial Building on Kimball Avenue. I have also made a site visit to
try to envision the siting of this project. The preliminary plans seem to be OK and I have
the following recommendations:
1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention
Division codes and standards.
2. Automatic sprinklers, standpipes and alarm system as required by Vermont Labor
and Industry Fire Prevention Division.
3. Fire Department Sprinkler Connection location to be specified by SBFD.
4. Fire Alarm panel and annunciator location to be specified by SBFD.
5. Provide an emergency key box, location to be specified by SBFD.
6. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher
in the flat position.
7. Number and location of fire hydrants to be detennined by the South Burlington
Water Department. Actual final spotting of said hydrants to be done jointly with
SBFD.
Page - 2
At this point these seem to be the major issues which present themselves. As this
project moves forward additional items may surface which could be dealt with as needed
with the assistance of the developer and Labor and Industry.
Should you need any further assistance on this project please feel free to contact
me.
Sincerely,
Douglas S. Brent
Fire Chief
3017 M
AL SENECAL PARCEL
65 SHUNPIKE ROAD
SOUTH BURLINGTON, VT
A PLANNED
UNIT DEVELOPMENT
EASTERN PROPERTY LINE
- -- _ C'
PI.T.S.
Sheet Title
1 Site Plan/Landscaping Plan
2 Utility Plan
3 Lighting Plan
4 Plan and Profile (Adelphia Drive)
5 Roads, Parking & Landscaping
Details and Specifications
6 Water Details and Specifications
7 Storm, Sanitary Sewer & Erosion
Control Details and Specifications
8 Pump Station
Details and Specifications
9 Erosion & Sediment Control Plan
PL Property Plat
LOCATION PLAN
i" - ioa
Owner / Applicant
LNP, Inc.
c/o Al Senecal
25 Omega Drive
Williston, VT 05495
PREPARED DY:
O'LEARY-BURKE
CIVIL ASSOCIATES, PLC
5 ANDREW AVENUE, SUITE 5
ESSEX JCT., VT 05452
TEL. # 878-9990
FAX # 878-9989
PLANTING SC 4SCRAX
SPECIE
DOTNJIC NAIE
NO,
SIZE
NOTE
TATMIAN MMLE
ACER TATMi0M
A
1 GAL, P 6-
e . D
✓AP 5C TREE LILAC
SYR NKTA RETIGU.ATA IVORY SILK
6
X_j V.T GAL.
D . D
WHITE PINE
rllAe STRODUS
43
W-M' "SIT.
D . e
WHITE PRE
1R STI, d
ID
6-a' N6T.
D . D
ADTRIAN PINE
rM NIGRA
9
6-t NGT.
D . D
KENTl1LRY C IrEETREE
GYW AOUS 010fA 5
D
4' GA., • 6•
e r D
GOLDEN WEEPING WILLOW
SALIx ALDA TXMTI5
A
j vj•-3. GAL.
D . D
GLUIP WHITE I'MCH
DETULA FAFMIFW,
A
8' - p IIDT.
e . D
GALLERY PEAR
fYRl15 LALLCRYAIA 'C~ICLM
6
j vj--S, GAL.
e • e
NORTHERN RED OAK
CAERcV RLDRA
10
j VY-3- GA_
0 4 D
NORTNEKN WHITE GPDAR
T A OCGIpEMAL15
IT
6- 6 H T.
D r D
MIM . r .I 1-a
.AR6PERUS INCN515 'RIM.
•- • T.
3 GAL
VERMONT SUN FORSYTHIA
FOR5YTHIA MAD5CJRIRICA
D
D•-ID• HGT.
3 GAL
PUfPLE SANOGHERRY
PRUNUS x CN5TENA
6
W-iA HGT.
3 GAL
LITTLE PRINCESS 5PIREA
SPIREA JAPONICA
6
W-19 H T.
3 GAL
�x:N. TRar Tra
EXISTING rY
PE c,._,,ERr��
off
5EE SHEET 74
PARKIN& REQUIRMENTS-
I
OFFICE, GENERAL - 35 XALES PER L000 59 FT. 601!055 FLOOR AREA
WARFJ10V5E - O.5 XALES PCR 000 SQ.
R.
k fi
I
I
R
1
I TOTAL REQVIRED XALES rM
I
I TOTAL SPALE5 PROVIDED T71
I
�
KW CA"
I
I II
e I II EXISTING d/ILPI- /
I
eUILOMG
WAREIgIFiC
AREA DQ. FTJ
OFFICE
AREA PA. FTJ
EL. FACILITY
A55LRED
WEEKDAY
OGLI.PANCY
PARKING
REQVIREMCNTS
AREIplISE
AREA
DEFILE
FLOOR AR
REL. FACILITY
ASSUAaD oCG.
A
Il app
J0.100
p3
1 XALES
p7 XAGfS
N XALES
B
WA
0,730
N/A
WA
T XALES
WA
5YWwL5 V / I
iu TITARIAN MAPLE (M j RED OM WHITE PINE 16-a -1i �1 \ NEW LLRD r K '� 1 I I GOIM.NIILLAFTIpfS INC.
120 KIADN.L LLG • J PAE5E TREE LILAC
f w) �EeING wlLLow v LnL Y
AG KENTLKKY (,OPPECTREE � .1lMIPFJP W \\l
N —TRIAD PINE �, WHITE CEDAR f I ` - `-� r( {. ;� \ \ II
xD ® FORSYTHIA .$ `\)~ �` �1 \ \ \ �\\ 11I -\
'4 1 J
N
SOUTH BUNLINGTON
I-a9
LOCATION PLAN
NT5
WHITE DIKGH WHITE PNE IM -16 MC>TJ SANDGFERRY / XIREA l r 1 / ` (.. , \
!JE\ )
NOTE• 5EE SHEET •A FOR LNDSCAFING OCTAILSRO \ •� •��� --- -- L
XENLER w. 330' 1
MANLY L AR& // / I I ixisTRIP% GCD 1lEk+C I I
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i
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ZAJLHOWSKI _ 4 1 s. �1d+" ` PROPQTY LK
'Nay4 FIItS!l' \\
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30� 1 I # Y@ 'W.. rT• LN ----- - - - -
LICE
M � iM �� �.�.�� ���-_. �uONAfNTGauT6ut
L,TI,ATt 7 Tel5_ _�' I , .
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J9'I L� ',�. I VVVVfF ��, ramc rkw
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-
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�_ d0(15TIj16 ,�y,
f17 t Y
-
rn
Vv LOAI.IIMILATIONS INC.
WF
70
\ \
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I r l / .� / l J J' J� -. > � Pr i � W .r' 1
r ootcw3
LOT COVERAGE
APPROXIMATE 5IM OF PARGEL
169 ACRES
fool
♦3p 60A 5Q. FT.
FRONT rARO
5" 5Q FT
65.ox
MALDMfi FoOTPRMrs
6to5o 5Q FT
I5.OAl
DRIVE5, PARKING AND WALKS
a6aI3 5Q. FT.
R.93x
OPEN AREA
m.nl so. Fr.
e�.o3z
r / // //' /a' !X/ILDIN&/ 5ETDACK (/ / p q,/. REVUIRED INTERNAL LMD5GMIN& Of PARKIN& AREAS
10 6' X a' OLw5Tat5 "' / � IN ALL OFF STREET PARKING AREA5 00INTAIMNG TWENTY
I I I ` aw J FGKGE W TH FENLEp ENCLOSLMC /
1 i I \ J v GONG. PAP l \ c,� I OR MORE PARKING SPACES, AT LEA5T pX oN THE INTERIOR
w. . N An.er i I 11 \ \ \ ( ` ` ` \ w `\ \ /\ / PAL_ IN MIERE L\/qe. j OF THE PARKING AREA SHALL CE LANOSGAPED WITH 7REE5,
MIFMAPSHRU55 ANC) OTFER PLANTS
LDI.RYL � TMDELENiERED Cv®t 1 `�\ \ `�\ \ / ,I
p EASEAENr ro e i I \ \\\ c ' e� INTERNAL LANDSCAPING
rR�yya�S -- 9 OF PARKING AREA5
mom
1 \ / ,•IPPT" — OWNER/APPLICANT MIM-SON EARTH rnRK1Nv nREn LANOscnrED nREn I_ATDscnrED z
LM, INC MOVING CORP
.J4y ar WO AL SEfELAL a6.ri] SQ. FT. 8.62I SQ. F7. p.1J Z
1\410,pe"
J'Al}°� � WILLO15TON. VrvE054-M\� //Exl5ran dJrLDOAG MR ATHaox er / ,`T�rII,r s.«ITr p Rlmm oxAlrNc E Pxnw.uxr o,IR
i
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GRAPHIC SCALE JIM
4e, �i% /r'� T 65 5HUNPIKE ROAD pad
�I d _ _y�1 e S N,. `_ D� O I EARY-BURICE souTH DURLINGTON, VT ae3 5*
- _T \ \ - o -77 6RCQD CIVIL. ASSOCIATES, PLC ,
: Dwom.a 5 ANDREW AWNUE, SUI7E 5
(�.�,> '•A�;I �SSXeB SITE PLAN T
I i-h 46 !t TIII ITT f-40'
- - FAX. 879-9989
I7D KIAON.1. LLC \\i•., \\
`� �
! 5FENceR w. I I II i i l l , Q 4 i / SNOW' i STTOR
NAICYL RAKER•� AREA
350
328
REDIOENYInL
,-
1 / Il 90 �DUP_HER r '
.ADlIGM s. • II II !I I Iy I K LItE - I
II SA� �C
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AW
I' IN 321M
5PACE5_ `�--� 1 LNP, INK.
I I 133'11 rl
110,0100)
ANNA YO rl 1 I
WIT, I
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_ / // / / I � � ��'� • b�� � ��'{'s ! t k x = ; to%`�' R �/ T k w y��l�fi �9 £�"ti�J
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10 EASEMENT TO 3V 78' K.ONTRACTOlt
CITY OF 5OUTH SMALL VOtWY Tw
1lpt
DLRLINGTON CENTERED IXISiMe NKR7 PRIOR
ON FUTURE 51DEWALK TO TNSTALLATION
OFK TW NEW FORCE MAIN
T EX157W& DUII.DINC+
1
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THE CONTRACTOR SHALL NOTIFY 'fNG9AFE' AT
1-Epp-pIG-SAFE PRIOR W ANr EXCAVATWN.
!
`��
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5EE TYMCAL M95LIC ROAD
CROO55-5ECTION DETAIL ON 5915T PS
FOR 0AP990RAIN LOCATION
ao
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LOCATION PLAN
NT5
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C4AMMILNAFTION5 INC. G �I
pry 31220o
SFAFIEN- - `� ON. • 39tOD l r
is
LEGEND
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'fin �_ � � � 0 1Rw ree rouxo
\ \` SO WETLAND DIFFER- ' • toxfAterz +pIAKRr roux
«111149 6ROLND GONfOUR
-- 328 ----- rWl•M auoe toNraAc
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'� N'• t 65 SHUNPIKE ROAD *53
O LEARY-BVRKE 5OU7H DURLItf&TON. VT
CIVIL ASSOCIATES, PLC 63-UrIL
5A"�""A,1N11E.11TES UTILITY PLAN 2 A
AFII EE•• ESSEX JOT, VT
F.AO. F•Hp1E: 87p
FAX B'B-BB89
LNLLLAIIOI 9AKY-
AREA NNE OIIFMSNINS GRIV wx 1AVE lum MA%AIN hVE/MRi
51TE IEW 6RD <+> 11 98 %3.9 %6
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ryl M5-MIHOK
27000
jZ POLEE
014
a
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120 KIAOALL LLC.
YR
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THE CONTRACTOR SHALL NOTFY-"GSAFE• AT
1-888-DIG-SAFE PRIOR TO ANY E%CAVATION.
LEGEND
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F. _) � rzorox0 role uotMrrp ubifr �
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WF
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r R DAKER - O14 ,81 % 0-
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w -- - 0.17 2.1 2.3222 2.44 0.42
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! z•21 2.30 2.#ii ,9912.37 0.52
8 0,09 014 079 0.94 1.09 50 0.82 0.z6 '(
0.31 0.94 215 LB6 0.74 D�4 A15 9�D ,1 j2 0.0 D1 0 2- 0.. 014 0.25 0. I U3 23 0.20 0.16
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ul 5 1.37 337 307 1t0 0.57 0.38 0.85 0,85 1.16 1.58 1.06 0.67 1.23 Obl 1.36 2.14 t.6B 0.90 1.00 0.76 0.9I 1�03 0.9b 0�73 0�69 0.4] 0.!9 O.S2 0.96 2.30 2.93 2.37 I.10 0.46 0.63 1.44 2.85 2.52 0.1 021 '
+ + r H+75
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STORAGE DSPL IAY /
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CIVIL ASSOCIATES, PLC
5 ANDREW AVENUE, SUITE 5
5ENEC,AL / DROWN
a-1-1-03
low
65 SF-RINPIKE ROAD
SOUTH E5UItL1WTOAL VT
N)83 -L
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ADUTTEK PROPERTY LINE
--- -
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FEW SANITARY SEWER SERVICE
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NEW ELECTRIC, AND TRA1,15FORAER
-
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EXISTINfa TREES
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27
FINISH GRACE GONTOUR
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GENERAL GMTKUGTION 5PEGIFIGATION5
1) UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST
AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR
COMPLETE
CONTRACTOR SHALL VERIFY EXACT LOCATION OF
EXISTING UnURES AND SHALL BE RESPOMSIBLE FOR ANY DAMAGE
TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN
HEREON. CONTRACTOR SHALL VERIFY NEW TAP NOT AND SHALL
CONNECT ALL UTIURES TO NEAREST SOURCE THROUGH COORDINATION
WITH UTILITY OWNER.
2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND
REMOVAL. OF
ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES
NECESSARY TO COMPLETE THE WORK UNLESS NOTED ON THESE PLANS.
CONTRACTOR SHALL REMOVE ALL TRASH FORM STE UPON COMPETION
OF CONSTRUCTION. ANY SURFACES LINES OR STRUCTURES WHICH
HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE
RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY
WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION.
3) SEE OTHER DETAIL SHEETS OFTHESE PLANS FOR ADDITIONAL
DETAILS REQUIREMENTS AND SPECIFICATIONS.
4) ALL WORK SHALL BE IN ACCORDANCE WIN THE 1990 VERMONT
AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
CONSTRUCTION, THE CITY OF SOUTH BURLINGTON PUBUC WORKS
SPECIFICATIONS AND THESE PLANS
5) NEW PAVEMENT MARKINGS SHALL BE N ACCORDANCE WITH
NOTE (4 ABOVE. ALL EXISTINO PAVEMENT MARKINGS CONFLICTION
WITH THE NEW IMPROVEMENTS SMALL BE REMOVED BY ORNDNG OR
8URNNG.
6) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL
TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQIRED AT
NIGHT, PEAK -HOURS. AND WHENEVER POSSIBLE DURING ACTUAL
CONSTRUCTION ACTIVITIES, IF DEEMED NECESSARY BY THE OWNER,
MUNICIPALITY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER
SHALL DIRECT TRAFFIC DURING PEAK HOURS. TEMPORARY CONSTRUCTION
SINS AND
TRAFEC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR
IN ACCORDANCE INTH STATE AND TOWN STANDARDS.
7) THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR
ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION
DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN
DEEMED NECESSARY, THE CONTRACTOR WLL BE REQUIRED TO WET
SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM
CHLORIDE, OR SWEEP THE ROADWAY WITH A POWER BROOM FOR DUST
CONTROL.
8) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE
OF STARTING ANY WORK, CUTTING PAVEMENT, BEQNNING THE
INSTALLATION OF ANY UTIUTIES BRINGING IN ANY NEW GRAVEL
OR STONE FOR THE NEW BASE, PAVING, ALL TESTING, AND FINAL
INSPECTION, IN ORDER TO ASSURE COMPLIANCE NTH THE PLANS.
9) PRIM TO BEGINNING CONSTRUCTION, ALL MATERIALS SHALL BE
APPROVED BY THE ENGINEER.
10) ALL FILL SMALL BE PLACED IN 8 1 LIFTS AND THOROUGHLY
COMPACTED TO 95% OF MAMk Ty
OF OPTIMUM MOISTURE
CONTENT AS DETERMINED BY A 8 STANDARD PROCTOR, AND
SHALLBE TESTED Al 500' INTERN SS OTINERWISE SPECIFIED.
11) BACKFILL UNDER PIPES IN FILL ARE BE COMPACTED TO 25%
OF MAXIMUM DENSITY O OPTIMUM M CppINTENT. A MIBMUM
O T1TIT (2) COMPAC110N TESTS SHALL B TAKEN qT THE CONTRACTOR'S
MXE Plp 5 i EON Y PI ED OVER TADfI}gTELN COMPACTEDS SOILS.
12) THE NAYS S. SILT D DITCH 5'H NL BE
MAINTAINED PARED BY "CONTRACT A[H RY
RAINFALL Olt 5 ,pQN�pERED BY E ENGINEER UNlll 1iMSo
AREAS HAVE BEEIVjryED OR QtA55E0 ANO APPRO THE
ENGINEER. NNE MMM�$!1 CE THE £F{oSON CON GOES
WILL INCLVOE 7HE RE ,//�L OF ANY RBOVMULATED $EDT ON.
13) HITS DESIGN MUST BE 115iECTED 8Y 0' ✓: �URKE QV�
ASSODATES. PLC, ESSE% JUy9QI0N. VERM ENSUR �°Ry
COMPLIANCE WIM 7HESE APIf19�0/B OiEARY- .. -.:WAVES ANTI�'MI�Y'
AND AI.L RESPOHSSLITY UTY FOt 5 7HAT FROM
FALURE TO FOLLOW 17ffSE QFICA SAND 7HE DESIGN
INTENT THAT THE PLANS CON FROM FAILURE TO HAVE BEEN
NOTIFIED BY THE CONTRACTOR CT THE WORKS AND TESTS IN
PROGRESS.
11) ,y
ALL SLOPES, TONES
AND DISTURBED GR4AS SHALL BE CLEAN, GRADED SMOOTH
AND FREE O POCKETS WITH
SUFFICIENT" OhE TO ENSURE DRAINAGE.
15) SEE ARCHITECTURAL PUNS OF THE BUILDINGS
GRADATION REQUIREMENTS
MATEItIAL
SIEVE
PERCENT IA
SIZE
PA551105,
SAND CUSHION - VT SPEC 703.03
2"
00 X
1 1/2'
40-100 X
V?
70-00 X
44
60-00 2
400
0-20 X
i2DO
O-6X
GRAVEL FOR SUBDA5E - VT SPEC. #704.04
44
20-60 X
t00
0-12 2
4200
0-6X
GRVSHEO GRAVEL FOR 5UDOA6E
2'
IDO X
VT SPEC, 704.05
1 V2"
-0-IDO X
44
30-60 %
400
0-12 X
4200
O-6 X
DENSE GRADED CRUSHED 5TONE
3 112'
100 X
VT SPEC. 704.06
37
90-00%
2
75-Tool
50-60X
V2
30-60X
44
IS-40X
0200 1
O-6 X
6' PEW. PVC SIOR 35 (ASTM F7581
OR 6' RE (AASHTO M294-9 TYPE S).
OFFSET PIPE 15' FROM CWTERUNE.
DEPTH AS SHOVM ON PLANS OR
4• BELOW FORSHEO"GRADE.
\ FABRIC OVERLAP ,• •c�� rM/IN4IMUM 17' FABRIC OVERLAP
127 THICK SAND BORROW SUBBASE PER -L
VT STATE SPEC. F703.03A SNDERDAIN NTIH
MRRAFI 50OX FABRIC L /
(OR APPROVED EQUAL) PAYMENLT LIMIT WRAPPEDT IN WRAn
I 14ON FABRIC OR EQUAL
8' 18' 18" THICK DENSE GRADED CRUSHED STONE
(VT STALE SPEC /704.06) OR CRUSHED GRAVEL UNDERDRAIN TRENCH
VT STATE SPEC F704.05) SUBBASE {EDGE PAYMENT LMIT-
O WATER
MMMUII WIDTH 2' +PIPE DIAMETER
NOTES,
8'+ PIPE DIA.
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN PUBLIC
4. WHERE LEDGE EXISTS IT SHALL BE SHATTERED TO 12' BELOW SUSGRAOE,
WORKS REQUIREMENTS, THE VERMONT STATE STANDARD SPECIFICATIONS
FOR CONSTRUCTION, AND THE APPROVED ENGINEERING PLANS AND
5. YELLOW OR ORANGE WARNING TAPE SHALL BE BURIED 15" ABOVE ALL GAS,
SPECIFICATIONS.
ELECTRIC, TELEPHONE AND T.V. UNES
2. EMULSION WILL BE PLACED BETWEEN TINE BASE AND FINISH COATS
OF PAVEMENT WHEN THE FINISHED COURSE IS NOT PLACED NTHIN A
S. PRIOR TO INSTALLING THE UNDERDRAINS THE FABRIC AND GRAVEL,
THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION
REASONABLE AMOUNT OF TIME OF THE BASE COURSE PLACEMENT.
OF THE SUBBASE SOILS, THE CONTRACTOR SHALL FURNISH A LOADED
DUMPTRUCK FOR TRAVELUNG ON THE SUBBASE WHEN THE ENGINEER
3. THE ROAD FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 1.0%
PERFORMS ME INSPECTION. THE CONTRACTOR SHALL OVER -EXCAVATE
IN UNSUITABLE SOILS AND ADO ADDITIONAL SAND BASE AS REQUESTED
BY THE ENGINEER.
TYPICAL PU15L I C ROAD
CRO55 - 5EGT ION
NT5
SIDEWALK RAMP "'
TEXTURED 3 1/8' REVEAL
ROADWAY SURFACE
8.3 R MAIRMUM
Section A -A CURB
_ 511KWI1K
ISIDEWA. RAW WITH TE%nIRED FRESH
• SWEWA K RAINS 5H4LL BE MKTAUUM
T ALL STREET MTUtSECTKNI5 BRIBE NEW
SIDEWAIXS ALAI CURBS INTER%CT.
. MAXIMUM DESIRABLE RAMP SLOPE - V/FT.
- ---
2' _
----
CURB TRANSITION
SIDEWALK A ROBBER AT. SOFT
TYPE TIES
RAMP OR A FLAT, SOFT WOMEN
(TEXTURED) MATERIAL
(2 TO 3)2'X 2"
WO HARDOD STAKES DRIVEN
/ I (MN. 187 FIRMLY INTO SUB-
-7- TO BACKFRUNG,
MP ON TANGENT, WHEN REQUIRED CONCRETE CURB SINGLREQUIRED(SEE NOTE 02);
section B-B NARROW ON NO GROSS STRIP STAKE ABOVE FIRST BRANCHES
OR AS NECESSARY FOR FIRM
SUPPORT; STAKES SHALL BE
CAPABLE OF STANDING ARM
FOR AT LEAST ONE YEAR
SIDEWALK RAMP FORM 4"SAUCER
NT5
UNDISTURBED SOIL
5" IMCK 36W
P.S.I. CONCRETE
WALK 4'TOPSDIL
IL Yy-- S•
BACIM NTH EXCAVATED SOIL
AND TAMP TO REMOVE
AIR P
AR OG(ETS
LANC)5CAPING 5PECIFICATION5
ALL DISTURBED AREAS SHALL, pE STABILIZED WITH SEEDING AND MLLGHIN6 PRIOR TO NOVEMDER
4' TOPSGL 1 OF EACH YEAR. ANY D15TURBED AREA5 $HALL BE IMMEDIATELY 5EEDW AND MULCHED WITHIN B
DAYS. ANY WORK PERFORAFTER OGTOBER I OF EACH YEAR SHALL BE STABILIZED WITH MULCH
OR NETPERFORMED AFTER SUPFIC18NT TO PREVENT EROSION AO SHALL BE IMMEDIATELY 5MMM AND REM-CI@D
AS SOON AS WEATHER PERMITS IN THE 5PRNG. ALL D15TURBED AREA5 SHML.L RECEIVE A MINIMUM
y, OF 4' OF TOPSOIL AND BE SEEDED. FERTILIZEDL . LINED, AND MUED IN ACCORDANCE WITH THE
. FOLLOWING •
SLOPE TO 6Lidf4J
ORIGINAL MINIMUM MDTH
GROUND 6"+ PIPE DIA. I - -I
PARKING/ROADWAY AREA DETAIL
NT5
CONSTRUCT 3" SAUCER RIM AROUND EACH PLANT
3' LAYER OF APPROVED SHREDDED BARK MULCH
CONTB6JOUS LAYER WHEN USED IN SHRUB BEDS
UNDERLAY WITH BLACK WEED BARRIER FABRIC
LOOSEN. CUT. + REMOVE
BURLAP )'ROM TOP 2/3
PLANT SHRUB OF ROOT BALL
AT SAME DEPTH
AT WHICH SHRUB BACKFLL WITH APPROVED
HAD PREVIOUSLY TOPSOIL PLANTING MITURE
GROWN
J2
G'
5HKUE5 PLANTING
NT5
PLUMB TREE TRUNK
3' MULCH - 00 NOT
APPLY AROUND TRUNK
CUT AND REMOVE WRRE
MESH BASKET. ROPE AND/
OR BURLAP WRAP FROM
TOP 1/3 OF ROOTSALL
BREAM( APART EDGE OF
SEE MANUFACTURERS
DETAIL SHEETSFOR
EXCAVATION W/910VEL
AND BLEND PLANT MIX
READ
DOLT PATTERNS
NTH D RTO
PROVIDE SOIL saL mANslnaa
B CRUSHED
GRAVEL BASE I ,
M OIL
(VT. SPEC.
704.05-FINE)
.yi T ,T/ .' �'/T ,
1. PLANT TREE 50 THAT TOP OF ROOT BALL IS EVEN WTH THE FIMSHED CRADC
2 STAKING AS REQUIRED ONLY IN SITUATIONS HERE TREES WO L BE SUBJECTED TO NNDY
11 AT
CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHIIECT.
ALL. SURFACES TO 2 COATS
3.
3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING.
AN ANT POUND.
OF AN ANn_SPALLING COMPOUND.
4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR
TYPICAL
51 OE WALK 5EGT I ON
TAPE PRIOR TO PLANING TO PREVENT
AFTER.
3. STARES AND TES SHALL BE REMOVED AFTER A PERIOD OF i YEAR.
D
NT5
6. PLANT TREE SO THAT THE ROOT COLLAR/TRUNK RARE IS AT OR SLIGHTLY ABOVE FINISH
GRADE.
NOTES ,
TREE PLANTING
1) CURBING SHALL BE CONSTRUCTED N 10' SECTIONS
NT5
WITH 1/8 JDIM BETWEEN SECTIONS.
2) CURBING EXPANSION JOINTS SHALL DE CONSTRUCTED EVERY
1/2' RADIUS 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING
TO MSMTO OE51CiMlION M-153
( 1/2' SPONGE RUBBER OR CORK. )
6, 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS
EMULSMED ASPHALT 1/4' RADIUS OF AN ANTI-SPAl1MG COMPOUND.
6' Y yr T Aep e R T•
3.500 PS CONCRETE .!;'E•�C H 5 -�_
END AREA . 0.94 S.F. IB'
�g•..1 INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMNA7ES
GONGRETE CURD
NT5
4e
FINISH GRADE
64 REDAR
4 HOKIZ DAPS
W 5 VENT, 5TIRRtW5
CONDUI� PVG
24'
0' LONG COPPER
ROD WITH
#6 oor
46 COPPER WIREFOR
C.OMELTION TO POLE
E
TYPICAL LIGHT POLE
FOUNE)ATION (PAVEMENT)
NT5
14ON
TF(// NEW
PLANTING
(SEE SHEET
#1 FOR TYPE
VARIES AND SIZE)
4' TOPSOIL
CTYP.)
SEED AND
MULCH
CURf5ED 15LANC) C )ETAIL
NT
r" — -L_
L—J-
22 FT. - 100 W
SEE MANU=AGTURERS
DETAIL SHEETS
FOR TT Re
DBOLTPPATTERNS
T
Y�
FINISH GKAOE
44 REDAR
4 HORIZ EARS
W 3 VERY. 5TIRRUFS
W
2" 5GH 40 PVC,
CONDUIT
G' LONG COPPER
GROUND ROD
40 COPPER WIWITHRE FOR
CONNECTION TO FIX.¢
TYPICAL
LIGHT POLE
FOUNC)AT ION
(ISLAND)
NT"5
MNAFI
SPAULDNG
GA-M230
TYPE IV IN BUTION
230 WAR METAL HALIDE
22' MGUNIING HOGIT
LUMINAKE DETAIL
(51N&LE OK DOUDLE)
NT5
L SEED MUTLRE IN ALL AREAS SI4ALL BE URBAN MIX CONFORMING TO THE TABLE SHOWN
ON THE PLANS. FOR SEEDING BETWEEN WWPTEMBER I AMC, NovaimbeR L WINTER
RYE SWILL BE USED AT AN APPLICATION RATE OF RIG POUNDS MR ACRE.
2 FERTILIZER SHALL. BE STANDARD COM.CRC.IAL GRADE CONFORMING TO THE STATE
FERTILIZER LAW AND TO THE STADARDS OF THE ASSOCIATION OF OFFICIAL AGRICULTURAL
GHEM15T5. ORY FERTILIZER, IF USED. SHALL DE AFPL.ED AT THE RATE OF 500 POUNDS
PER ACRE IN A 10-I0-13 RATIO. LIVUD FERTILIZER, IF USED, "WALL BE APR,ED IN A 1-2.1
RATIO WITH THE MNIALM RATE TO INCAIAE IDO POL4D5 OF NITROBBN 2DO POlACS CF PHOSPHATE.
AND 100 POINO' OP POTASH PER ACRE.
3. LIMESTONE SHALL COHF'ORM TO ALL STATE AH3 FEOERAL REGULATIONS AND TO THE
STANDARDS OF THE A55CCIATIM OF OPPIGIAL AGRICULTURAL CHEMIST, THE LIMESTONE
SHALL. BE RALLIED AT A RATE OF TWO TONS PER ACRE OR A5 DIRECTED.
4. WITHIN 24 HOURS OF AFFLICATION OF FERTILIZER. LIME, AND 5EED, THE 5LINFACE SHALL
BE MLL41E6 WITH A HAY MA -CM MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA
AT A RATE OF TWO TONS PER ACRE OR AS ORDERED BY THE EN6INEEIL.
URBAN MIX GRA55 SEED
X 15Y WEIGHT
LBS LIVE SEE PER ACRE
TYPE OF 5EED
37.5
45
CREEPING RED FE5(.UE
31.25
37.5
KENTUGKY BLUEGRASS
31.25
375
WINTER HARDY, PERENNIAL
RYE
100
120 i LIVE 5EED PER ACRE
M STOP
1.�
ny
InI,
8, FLANGED CHANNEL
70 GROUND STEEL POST
W VT. SITT.E-121
OJ(H
,j
Af
!
^TOP 516N
VT. 5HT. E -143
`''--
1%
RESERVED
PARKING
m
_
�Jtl-•
8' TD fLANGED CHANNEL
CRQUND STEEL POST
VT. SHT. E-121
SET TOP OF FOOTING
6" ABOVE FINISH GRADE
FOR
HANDICAP 51GN
KITS
J
�WXr,e i
HANDICAP ACCE55115LE PARKING
NT5
WATER D15TR16UTION 5PEGIFIGATION5
M fROYII A SrAIXG T Y W.RRER N IIIrO M
OF HCS r0 A POINT sl% MLKS
THIR li TO A
EN6NWt AT ALL 6ATe YALK>. CURD saws. AO AT M ID w
T ALL, AU ALMA
A �
MD rtIl SHALL LOMSI>T w M LADOR EWMTADiT, ANO NATCRIN. RrOLi FM TK
W Or M WA-MAM - >RVILCS WHICH SHALL 1— eXLAMTION,
INTO
pl HOOK FINISH 6RAOE. M MARKER SHALL 0E XAT® SEGUILI.Y INTO M M(XIIO
coLllcre CON>RLGi
DALRIILLMD rl/'E. vALV6 r WA MAIN A, [LD" R[OALIRS AND AA TI ACWAWI H A
KCe»MY PM A LOWLCTE WATIIMnW SriTEM w YIZ M CD 15KAwM6>. ALL
L. FWLO TE5111b
IXLfPT AS OTTCRWIx DI[lG1CD. NL PNCLVCS S1W.L x rz5T® rVGNCS LAID M
THE I A -Al-
WTQIKS AND IMTNLATKRD SMALL DE ArrRDvrD DT M Ld..SL MMICIN, WAM IUf11dOTY
-Al- M N calRxre >1ML1I DC rzsTED RIM TO DAL%FA- M M R.ALIXD w
WATER RYE NArelRINS
GOYRLTE, NO AN, DAbXD TI. SHWL DE , AND RIM TO IIID fAMTRRi. M LANO I R
AN,
SIVLL FURNISH NA GAU6E5, rzSTIN6 !LILTS, CNS AND ALL OTCJI KLC»MY Cp1K 11T AND LADCR
CNK,TILE PN`E
Ci
TO TION LCAFA6I NO rESSUE TEST M SIGTIOM w All AfIFb?1J LCHBM EACH VN.VCO
WI bINCTER w 116HT INLIIC> Hal AMP TO LIRRflYY AWWA
SHALL DE A
SCLTIW M A MU(IM-4 w ONE TlplrinND FCET I10001 w THE fIK SIWl DE TESTED. Hl
. A ANIALM
LID M ANTI SPILIRCATIW AZIq. II1SH-M .,gINT rIt >HALL K WNMA.M THICKK»
R
71 ruSNI. JOINT -I--SHALL CQFOUi TO Aff1.ILADt.E REWMJD@Ir5 Or
-
fKSOCE w M eMDIMt t.
AWWA cK M ADI srcclHcwnW
A-A
SNAIL DE LELIWT MORTM-LINCO ON M N>IDE INACCORDANCE WITH AWWA GDA
i M P01-iPti Te>T. M LWRALTM $NALL CICF AID MAINTAIN ZOO fOL1K>S PR
R ANTI SrcLIFIGTIW AZU EXCVT THAT M CXACNT-1- 1NICFJC» SHALL HOT DE LCSS
Or
SWMC NEN PM TWO HOIRIS. IARIKE r0 HOD TC IXSINNATED rRE511[C IM TK TWO --
THAN TEPEE- 51%TP6NM MLH I 1 A 1. TOIX-N OR ONE-CI6ITTD INCH IVa1 WILL DC
FIKO LONSTI— A FALLER! Or M SCCrON TESTED M LEAADC MIT SHALL iIIE r ORMM
RRYITTLD.
f IRRIITL WITH M MSSLIRC TE>T. GRSRs M TEST, TK LOHRACTM 5HAI,L MEASLRE M
WAMITY w WAM R 10I!V TO MAINTAIN THC - RE55RE LIAKAb SHWJ, NOT CXCLED M
rvG IMC
PIE >HAL DE A MNR w E16M ,MIS At0 LMOIDI T15 LIRROR AWW
WAHITT blVp DTI
11
w I�A sR RATIO w rift JOINTS SNAu. ELM rt.SH-ON
SO WIT' I
TTftIw TN RWDEII RI EXCEPT JOINTS A FITTIHII AIO v 5 wH
IWAra
L sO ISAYIAQ ROOT d A, ULaSD
J01NrS. Ill- SLOJCCT TO ROVTIK PFCSS 1 tOD:ClDIfO ZOO rf1 SINLL USE CUSS ZOO PIPE.
-if L LC +E IN NJ.OM/IfOIR
s -TH OR, fIlLIK iCSTEb
l3 FITTRM+S
b DIAYETIR d IPC IN INLICS
CULTILC IRON I— SIMIl DC C/Qr lMliO, NA C .E1f1 IOUOS WORSCRI6 fRCSXRC.
P AVCIG6E -T -"I IN r>I
AIO DC N ACr.ORD.WLE WITH AWWA C-qA. C R. ANC, L-10 M L-D} IM COIALT IITTNDS.
MECHANGAL __ NTS NO -T5 SHAL DC MAIN >TRI16M LOW ALLOT 11- rQ AM I A,
A
ALLTlSTM6 SNNL K LODLCTIS W ALLCRDNCL W C-DDO LATC51 FlVDNM
ZLR OIICTILE IIKONFITTNBS LM6 THAN TMILK WOGS IM SHALL INK A STANDARD DODT
LENGTH . TO !LASS JSO GA>T KM rITTINfaS. CAST TRW CLASS Z]0 fllTMbS WSA DC NLOWCD
SIJOED ANY SCC OFTII - FALL IITIR THE 1'IQ>51K ORALEARASC -11. M CONTRACTOR
SHIALL W CVERYTHM6 KLI 1 TO I-AOR RIILAU M OCrCLTIK rlrC. r1rTMp5.
IN LIEU OF CULTI KOLA RITTIN» IN >I]ES LAK68R THAN T- LACKS fDl
M JOINTS AT No C— TO M OWKR
IIC6ALJID Rl1AING[ I LNDS LK M AfROKD EgJA. 51ALL DC IDCO ON NA VQTICAI DIO
AND As SHIOWN ON M TEND.
b. OISMTCGIIW
IA 6Arz VALK RE>RIIlT S(AT
-INATION w M -IN SSNLL D! <DOLCT[b OLY ARM THE MAIN IW D[IN
-1-- DY M pWIIIIA.
N.vEf ]1W.L ce WAARIACILRLD IN -1H -A TO -1 AA RCOJ-1 Of AWWA
SPLLIIILATIOM L-50R VALVES iVRL.K INUCS DY1 AIO NAALLIA >HAL DC DLGDLI-TI6Mt. QRO
ILVfKD AND A LLCM STRI.W Is ODTANID Al
LCAM6C AT 359 11 WO AW RCS>UIE. YALKS SFWA HAK NON -POLAR >TCJIS, dIH
M CONTRALTM SMNL PUM15H NL LADM. CWIKNT. MAraIAL>. ANC TOGS KGESSMT TO
TOtO.O NI, RON DE R.OVI(JED A TWO INCH d1 SWINE ORAATINW, MIT WITH ANROw
OI>MRCT TM rc AND PfRRTINNL[5 IN AC.LOROANLI W TF AWWA>TANDARD FOR
LA>T M NETAL i0 xNDIGArz OXKGTIMWd wI'NIN6.
DISIIRECTIN6 WATERNAND, L-O]t WITH M IXCATIW Or M TADLET WTHOb.
G(M VALK SMALL INK MINERS NAIL /rl>]LRE RAT-, AO YIM IN WTNLM WH/K.T11tCD
M N TIOC, OrCNI-TNJN 1MLL IIIDY M LOrtNUW> I MCTNDD ULES> OTKRWI
CnST W M DORY. RIOR TO •MI1@R IROM M RAI, MT. i dH V I SHALL DE MTW DY
AEMROKO DY TC IN6- AFTIR FLLLNb, rLVJI1M6. ATEx TC ICOI OrULORINI 50.UT
HTOROSTATIL fK!SSURC IOLAL TO TWN 11C W WORKND RIEIIM`iI, DRICO VA.KS NHALL
M FREE _MINE LWL/NiTUr WIMM TIC rlrc MULL DE AT LEAST ]O M6AL.. M CR.MRATED
DC IMIALLCD WITH VN,K iIo,
WAM SMALL RIM. IN M MAIN IM A M.t Of AT !EAST ZA Hd 1 AT M CID Or THI>
b VALK DOSE9�
!PIMA. M iREATID WAra IN NL PO 1610 d M MAIN SHALL NOT INK ARC>IOVK. d LC» THAN
d RQ ULMITG ALL DI>piELTIM !HALL DC RFfMAlD U11IOfI! M >LIERVISIW Or
CAST KM TRQ- .- SLOC- WITH A TOP
q Y6R
M -TNN fROLESS SHALL DC bErxb AU[fTAILE OlY APTR O
SwfT. 6 O Or TRICH _T.
SAVERS OF W IRGY TC FLLDHID. DDINRLTCD INN T-DT M EN6110EII AID TESTED
CAST KON CORK MNV1D `MATCR' AID [OILATIND IP-1 N Of LTIIN6.
AT AN ATtOKO LADOLATMY >H>W NO [VIDIHCE OF DACT - MCA. CWTANENTIM.
C15MRL110N'-HULL LOMORM TO M LATCIT C-611
IO FIQ IiTORMTS
M flrlLlK ANO IMPIIRINNAIILES 911A, W.IMAIm MAN MI GOI
NTOIVNrS MRE TO DC D-WAY � MIMIMAI DANIra NO LIM- TO M FOLLOWNRI MAACS
MU6LER A -A]} M XIWWDY GJ.KCIM R-
II AND W11 il%ki AT
LNTLL IM o -ONCE. DISIV[CT10N SHALL DC RCIf�T[D WTG1 AID YA>DtC ReWKlD AT NO
[MID! TO M OWKR U11N. TMAL ALLVTNNCE DY M OWKR.
MAIN V wOMIIS• > VA -1
NOZZRl ARRAWIOR TWO Z Z RCN HAOS! N=LI, WITH tl TRKIDS rcR
E. RROST Fit-TION OF SHALLOW WATIIL-
NCH OC A VZ INCH fLVQ IDZIIF WITH IN
1MEINC rcR ITCH
WAIT-, WITH LESS 1NAR sO IfEi pT w .fMR OKR M -OWN, OR
1HEi LCNx�E 0 INCH ACCHNNIUL JOINT
IVIQE NDILATCI W M rLAM. SMALL DC ROTEGTID A6AM51 fRQZICs DT MTALLATIW w TOR
1
OIDIATNb NUTS >TNOAJtD 1 VZ XKAS IPMIDdI
INCH N1 TIIIIX IT- SM -11-II SKC}S WITH A TOTN. WIDTH w ROLR ffYT Al R
D3R[CTON w d4NVNA LONII[(AORWIY
III M HIC DIAICiER WatxvQ I> -Am,r M 51lEi> >II N I I LIT SO IATEL
bl .ROOK M MOWN d M WIN MTIR LOVACTIW w M SIX NCH b1 L
a LT
C(fTTI w DIARY• MYORANi S11W DE MrN1ID ro M WMIILT.IILt`S
MOK uQWI CARE >IIALL O6 EIW[LISHJ D M CANIRALTw C-
IMTRICTIOM WITH HOZ2LE5 ADOVT A ADOAL rNISH 6[ALX
COfACTOH L MI, M STYRMONI W I TO IRE W pAWlre TO M M21-. SIYIEOFOAA 5M
>IIEr> SMALL NEEt M LCSIRLSSIK STR/KTR RCWtIDMENTS w ASTM Op31-TJ Am SHIN
11 HYOUNT LMNCIiS.
De A> NAAIIALTR(D DT bow ULYILAL LOVANT. 4DLND. YILHIGhµ M EOJIVALIIi. N IO
HYI>KANNT AS>O.eLNI SINLL -11 Or A SIx IM.H 11 4ECNARICAL .IOHIT bAre VALK
Ux SHLLL M WAIDM - HAK LC55 THAN IIK FEET W Or Tw Or LOVER OVQ M M rlrc.
COVORYIN6 TO AWWA L-]OD A FOUR ROOT 1A1 -TH Or slx WOf p'1 -'1 52 dJ -
AM III W 1. A CCMCNT-LINM61 AID M / HYDRANT.
I. NTOHUNi ILOW rz T.-
iK HTdRANT SHWL WK AT I- EMNIMIN INOIE> fp1 DCTWCCN M DOTTW Or M
IOtU>1
>T[.AVJR LN AO M !MOU. IM 5fMNLY M%DO IDI AICHIS. TACKWILLOE W1 A
1H6LE_MAXIMA
HYDRANT SMAIII LL RL TILION COVLETION AHO ACCFPtAAEE OF TK MAIN
OIE HYDRNR Al CACN INTIIXC AIO A Or500 -T DOOR xTwlrAl MYCR 1
LONSTRULTIOH DATA 5NAJ. DI ODTAI NO SUDIIIrTI3 TO THE TOWN TO N1'w M.0
WITH A MINI WAra BLOW d ]00 6ALLCM M MR WITH A ZO ftI RCSIQJN, IltlS%R!
RW CAW HYOUNT.
M M-ARWTI(M Of IRE ILOW AT ZD T>I Or RCSOUAL rRE>SIAII.
1B cWSTRuc I. NOHOOS
A NDIFiTIW ND rz>TR»
N.L f1/E ND'ITT- >1KA. DI INMECTW AHD rzSTCD N ALLOFDANCI WITH M
MANRALTLIIQ'S SfELMCAT10M5 MO M NMICN}OKD AWWA SfCCMILATIOD. TK
TNSM O'er
cOIO'RA,LTM - PLRNNH IM ARROYAL-TIIOATIW RW M IM4 MNARACTIAra Mi ALL
TCRIORVO WITH SATISFAGTMT RR-TS. rift SMALL NOT DC INSTALIA WI1HdIT
TESTS HAW !IIN
TK ENSINER'> M WIM AUTgRITY5 AfROIAL.
9�
D. NSTA ON
UN05nA�
rifts FITTIN65 AND ALCE5$ORICS SHALL DC LARErUAY HAOLCD 10 AVOID ONA$E. ROIL
BAOOIl WM
O 11C DATC Of A-T .0 Or M R"1 WCRR DY M M M WNRALTOI NMLL ROLMR
ANY M,W f1rc M AG CESSORT IDAD TO DC bOCCi1K AT ANY 11MI IlCLWN6 MTII INSTA 110H.
EXCAV MAN -
MMIWwILY OAIPACIED
W R. V15
AT NO [WIDC TO M owKR. ALL NSTAIAAT ION NO TCSTIW SHN.L DE OOK IN ACGOtDAMLC
WITH AWWA STArOMD L-000 AO NDI >rELr CN "I
>0[S O 1MlIl C5
N.L I-1 I OtVRY LRACRS SHMU. DE REJECTED. M GRKXS OLCUt IN MIME M
. il. Q MDR N DpM
HAIR r TRG NwM1gI
LONIRALTR HAT AT HR OWN OOINX AID WITH M ARHO NiL CI M INM1BLeR i.UT OII M
MACKID IOIRTION> AT A POINT AT LEAST -W NNE.ACS IDl rROM TI VNIDLC LIWT5 Of M
EA_ tY FE Ws
g• BDAN, IRDM K SATARF
ACR AIO USC M SOJHD IORTIW Or TK fire- .MA flEs AIO I TTNDS >Wil em UEMN OR
ALL IORCI6N MATM AND lXDltlS R1dt TO IMTALLATION AID MULL IOC KVT UIMt UNTIL TK 1..
O R
12"
ME EROtlN5
Or AI;COTANL[ DT TK OWSCR.
AT ALL FMCS. WIOI T I fM! LAYW6 D NOT ACTJKLT IN FRpRCS>. TC OIIN ENDS d M
AAIROV[D ROEx TREE
pIIIM OBUMtY 8"
TWDE
�AW M )
fVC SNLLL DC (A..OSED DY i[11fGIARY WAIR . HAJSD 01 DY OT1Q Arrii D VN!F
TALL
VR (ND Sn}ILS
11IrALL
-_-_
--- 1NL CDORALiON SNNL AT
WAM IS N M 1RDKM WHIN WORK 11Rf"iIG. M HAG- MOT W ROIOAm UDR.
EN TKELY RiEE W
DANCrCR w WA ra LNTCRN6 M TIC INS fM>CD. M rMe >MNL DE XISTAICD M TReNCTES
NO AT M LAIC AII &RACE >IgWN ON M CONTRACT MA WIN».
'Y
Q 1R ALL vgWc H, IRWR9
Aq REACT FR DACI0TWN6
My CVLlLTON ,ONITI SIM1A, DE WITHIN M LIMITS 5flG1FCD DY M LTATIJIACMQ. ALL
n
rlMb AND h//LKlI3A1Le5 COMCCTED TOM CWVYINi SHALL DE IArr- b - THAT NO
BlBDIIq MWL 0< TIWIOJORT
R
>TMN MARL K WIOSID ON M --T II M CWIROHT WM/ALTURIltr XfLMCwTNMf
IMLLLCI MT r 7 LOADS ARE !HO'T TO DC TRNDfWIlO. M GOItMLTM SMALL SI.pNT
'gym WAS
DJ.. DTI )/A' SIOQ FM
PVC
LERTI-ON ORLOMfLIANLE
UTASTURam SIR
0/IAB' n.
LONLRITC OI,f. M-0CK5 >I, III K NDTTO EN ON AL rLt165. HIES. AHO OEIDS DITIELTIN6 N
VA CEHCIS M YORC. CARD TAKlN TO IISLIIRC THAT coM.Rrre MARL IN
1 -
WITH RAM6[5. AM, M DO.TS. M RWIRID AKA w MINT DLOLTt> ME MEOILATIS
. OR O
W TK fLAh M SHALL DE M AfROVlO DT M lN6WER.
ON IN,
TYPICAL WATER TRENCH
vRCTCKR SEWERS RO» UCIR WAMNAIM, TC WAMMNIN 51MLL DI LAD AT SLCH .Vl
NT5
0.EVATM DW Of THAT OTTTHI WMMA-IN IS AT LKAST III1NGK> ADOK M TOI OI M
SEWCR. Mp My""' XfMATIOI 'MALL CE IMMTAIKD FOR THAT rORT1ON Or M WAMKA1N
LOWTEJ WITHIN TIN r.1 ID1 HRIZONTKLT Or ANY XWIIII IT MO>X5.
THIII SMALL DC NO RnSIGI1 fAMCCTTON xnv[eN TC ODTRIDVTIM ST>TI1 ND ANY
fI[S. RAI>. HTORIAh. M TNxS WHICH NIL XIRCD M MAY DI SIRLCD WITH A -
TORM PPE
THAT 15. M MAr a GONTAYHNICD. N NDrAE<s WSCJtE M u9E OI DIFrRrxF TYRs d -
REOURC JO TK CRR _ SIWA MRNISH AtD NYTNA NL _( Y AC I
ONE LENGTH
WAMRUNE)
ALL iRIKNRW SAfE'rY STNOMPr MALL DC IN LOIDU I WITH ALL N'ILILAI-I 5- AND
L(C�E�NTER
FEOIt)J. WIC6WC5 AIO N SIlLMIED M TIC PAD.
18'
MM.
M WHIRALTR SHALJ.. AT NA TWOS. FVI M 1R[NLKS CNTRI.Y fRLC OrWAra -1 ALL
vAORR D Iwl>HEO AHD Rf.AOY IM DAUPM1LIN6. MTtK M VMON TPCLIICS HAK OIEN
IMTN,LlD. M TRCNCKS AID OTKR AREAS TO DE FILLm MULL CE b_RIlb TO SIIDBRACC WIM
NEW WATERLINE
WNEREVCR r0,,� NATU N. C%GAVATFD TRW M TRfNL1l NO DALXFlLLIM6 WILL III ALLOW[O
UNTIL ATTY (.OHLRIrz MASORT INS 5!T XRFIGI[NTLY AS OICO DT M CN61KlR.
ROOTs, I_.NO `ICI` WIERIN.S UXD
MATERIAL IM. RANG MALL D[ IRE! Or A-,,
CENTER ONE LENGTH OF PIPE
FM OK.I RLN6 TRENLKs SHNLL DE IROI Of IT- WC- OKR ]0 FOUNDS. NO -I
ICASlRw6 ovQ oK AIO OIC -NNI NCK> 11 V51 IN M Larwrtsr bRobu)I SHALL ce
VNDER STORM
PLhcCD MARTIN OI IOOt IO w M IP[LMC DEED DAO(falm.
DAGIJILL IM MA r SHAM DE M1ALCD IN sl% INLIN III LAra>. EACH LAM DCp16
CENTER WE LENGTH M PIPE
NOT
TgROIwW.Y COVACYCD 10 NOT tC55 THAN L rCRC/Nf Or YnxBRRI E>RY pCN>ITY N
--`1
DGTIRLIMID OY M M>INTO-I-T >TAWMO ROCTOR rN[rWA rRILNRN'11D SHALL DC
OVER STORM
TAXII M OR I1.KIIMT AJD LOfACTOHN w M DACRfR1 N NOT TO bALAert
1.1` - - W
M fMC M STRIJLIIRG M DACFFLL 'MILLI DC dIQJwNT tR [VIAY. NL WATERMAYD SHALL DC
INSTALLED WIM A MIN[RM COKR OCriH Or SIN pl
NEW WATERLINE
XIOI.US IX -,A- MATEUALS NOT USED IM DACICIDJ. SHALL K CNY Of IN A MAMCR
SATIXALTOtT tD M INIV AI, SURKU> WMIN, M SIOL 51- IC ReIIOVED ROMrTLY
18"
MIN.
AND a- OR SO b NOT TO BE ODJCLTIOADLC TO AWtTQS M 10 M beNp:A1 NADLW.
vKK DOXf3 ME TO M YNSTALLCD W Al a.I1CD VA.VC>. M DOCS 511AIL M LAST KW
WITH A MIHMAN R1K AHD (RC-RCLRTM HCII I VAl DIAICTQ AID LM6 Itl1.W11 TO CIfTIO
NEW STORM PIPE
Rdl M NICK TD FININQ) TRACE. M DO%Cs ]11I1A CNCLOSE M ciIRAT_ - AND STUIRIN6
DOX w TH,, VILK. VA.K DOC> SNNL NOT TRAMSFCR LOAb> INTO M NICK GOMR SNNJ. DE
(CENTER ONE LENGTH
UNDER WATERLINE)
CLOSE Fill- ANC CI -1611T WITH M Tw Or M (:OKR FLUSN WITH 1K Tw w M DO% RIII
GOVIRS MULL IC MARRID'WATW WITH AN ARROW DDCATIH6 M OflC TIW OF OIIHW6.
vALve DOXE> >HAu. DI TKQ rlece TLM-TYPE.
WATER / STORM GRO551N65
5
THE COHTRACTW SHAM NOWY "OGSAFE' AT
1-B88-xA-T233 PRIOR TO ANT EICAVAnON.
LINE CONNECTKN � olE� iql vNW �-SrRTNMSR sttRJl PXWW
ro SPMaOER
sYSTFLI W1e waW BADatDR PAEw1IRw vAW
DDNESIID MIR UIE RTAIOR
TaIRrt w
WATER / SPRINKLER CONNECTION
NT5
NOTE: W.
CURB STOPS ANO/OR GATE VALVES
SHALL NOT BE PLAOD IN PA`hMENT,
RB CUOR SIDEWALK,
�IRaWq ,TY-zr
vNSf eoX
LMDD1Daem
SGR
a•
VAS W
N�YDRnNT ICE � �
W'W a' TWA DJ. R
WNCRIE \.
lU[13T
BLOIX
SI WTETI 1RNR S/.' OgMKD
RTM iR BNMC
M.GIIAadB
- NJ (RANDS SHALL K
1CGAATB' R AFRIOV♦D EOUA
Y -Y
OWIIDI[0 STOIC RNMAQ
_ -- �� 1. ur n) Blow
Nro11Mr -
IRDr- Im
"Ty
oD
AS dIDBw 1K E1JDRp1.
MIUST BLOO
HYDRANT DETAIL
NT5
_SOIL TYPE - CUY/%T
}SOO PST CONCRETE
ET
N 8' 1 ' CONMETE CWIYIEIE
f11AA3i } 9
w a 8 IT
ENO AREA
a0' 9 16 }S AT ENI AREA f r
�ARNNG J
ET�ID r�S 8 11 25 �LST1IRBED AGAIHIT
UNDISNROED
SO PT BEARING AREA SOIL
BABED ON Im PM WYXO(NG c(uNRtSW NTo aN INAR
PRESSURE PLUS IM PS SIJRDE TYPICAL T ]P)EADENDS-CAPS TYPICAL BENDS
ALLOWANCE AND BEARNG wA r.Y. eA AA<S
GAPADTY O TOOO LBS/SO R NOTE: PACE 4 mtl POLYETHYLENE BETWEEN FITTING AND THRUST RLOCN
THRUST 6LOGK END AREA
NT5
GATE DETAIL
NT5
NNSaM, WATER LINE SEPARATION
RGIM[D WAT/R YVMDAf TIGMI® FD[Iaprt�CrR[L ANT[RDN n H6 OR
Tp-
iIiR TD YNIT[5 KdtWTO FACVIUW6iTNPOD�M�O>I.EMA6EINO fIW. K ��Mw.
NMI WATER LINE GROSSIN&5
�(JtpO r»NS wA1OR WNa s ro»iR �M W/.TERLKKET fN,WmmAN M D
%nR®"`OSAEo"Ai[ M„e nwceDOOMioI1 LAIR WITH r�i"e''s ar"uwr>xs iNe
DDTNW-C[iO[ ar- ur o»xKb OR n
T@. i wIo IAx fWrEN
LL'1Ia'TID. Y�NDIYIN D eR
TATppt�K[O SCCTIIN GODTTSRRpyyCCrflll0 TD IA 11 ITAOMpS AYpJ>!r DE rIl>MlltE
pEYCyp rpi'Wl'OOTNADpaC ITIC THE TO A>NMC WA1R µILK» N.x TO DMArILLIM
io 1 wNrAIMDiOoaLrle w Arli[w:r'v"wAM$eA'To >TII'w` µur
CENTER ONE IENCTR w PIPC
NEW 'WATERIHE
ItI.
NEW NAIERLINE
CENTER ONE LENGTH w PPE 1
Ir uNDEIt SEWER
5EWER/WATER SEPARATION
DETAIL FOR GKO5511\165
NT5
HD.«L - AMAMA --
L�iNa eD.TNMrx RATAM -..
GATE DETAIL (5EGT ION)
NT5
- RtipcaRAR,
•^. rAM nArl
/ r
)i
1� DI GLSL rqI
DOLLARD DETAIL
NT5
DUMP5TER FENDING (5EGT I ON VIEW)
NT5
!. O 1 1 Q) I .1`. f 0 1.
IN
Nil
N Alm
j
K I.T.;fILUa• / n1�GWCWG fat/NTH IMAS�
DUMP5TER FENGING (PLAN VIEW)
NT5
8'
91DEWAtx
NOT
INSTALL N
PAVEMENT
BARRTN
/\
MALL
MIJMJER H-IOJN!
1
CURB BO% OR
APPROKD EQUAL
INSTALL AVERTICAL
I
_
X-1]WB
_
NECK LOOP
CORPORATION STOP
OR EQUAL
III M1IEUER
BzszoB
CURB STOP DR
APPROKO EQUAL
WATER
MAN
TYPE COPPER
.� �Wd
bA CONCRETESOCK
\7 WATER 5ERVICE DETAIL
NT5
M AtlRM IY M OIIP fAd D[KNN
- -- -. l MO. xm rP rnNEw TAD
aJ �
DUMP5TER/RECYCLING PAD DETAIL
NT5
POUR w PLACE -15M PSI CONCRETE
OR A PRECAST CONCRETE RING BETWEEN
THE Cs. TOP AND BOTTOM OF CAST IRON
FRAME. MAXWW HEIGHT SIH LL BE B INCHES.
(BRICK SHALL NOT BE USEDS
Ml 00 NEW CURB SHALL REST ON T
L COtlC, OF BASIN 00O'
`ER - ADJUST HEIGHT
I OF ORB AS REQUREO
FINISH GRA
e" \
GRQUT FRAME M CONCRETE
THE FRAME OPENING SHALL MATCH
THE CATCH BASIN TOP NTH NO
24'
9NI ABLE -
—E. ANIC PLUG
ALL BACKFlLL
THOROUGHLYp(P
PIPE
ADOD P.S.I. CONCRETE
ALL STRUCTURES SHALL BE DESIGNED BY A
STRUCTURAL ENGNVER TO WTHSTAND AN
H2O LOADING REWwEMENT
ALL PIPE OPENING SHALL HAVE A WATERTIGHT
F-E4BLE PIPE SLEEVE OR GASKET.
ON ALL OUTLET PIPES
6. asT1RBEo saL
LEDGE PAYMENT EXTEND BEDDING i0
3 CRUSHED STONE BEDDIN LNITS O EXCAVAi1CN
PRECA5T CATCH 6A51N
NT5
CATCH BASINS SHALL BE SZED SUCH THAT
I. AT ANY ELEVATOR, A MINIMUM OF60X OF THE CIRCUMFERENCE SHALL BE CONCRETE,
2. T , MINNUM DISTAINGE, AS MEASURED ALONG THE CRCUMFERENCE, BETWEEN TWO OPENINGS
SHALL BE 6'.
3, THE BASINS SHALL ALSO MEET THE FOLLOWNG MINIMUM REQUIREMENTS'.
PIPE OA
ALLOWED
SIOEWALL
CKNESS
CONCRETE
COVER
IOOESS
JCI�LARGEST
Us
4
e
30
S
,0x
6
,2
1
BACKF91 WITH APPROVED
EXCAVATED MATDWK _
MOROAFCOPAGiED
IN 6' LIFTS
TIE SIDES OF TRENCNF.S
4 fT. OW MORE IN DEPTH
ENTERED BY PERSONNEL—�
SHALL BE SHEETED OR
SLOPED TO T E ANGLE
OF REPGSE
APPROVED ROCK FREE i
BACXFlLL THITROI)GHLY
CONPACIEb IN 6
LIFTS NO STONES
p ETfRTI)IAN , 1/2"
3/4' lO 1-1/r CRUSHED
STONE BEDDING —
UNDISTURBED
FINISH GRADE
IIAdUll1 WTR APPR
fXC,LVATEO W1FTaN
INTMH�udar wINPu
ME — OF RIENCHE'
RGO INNXE N INPI
N,UED BY PfR50 OR
slut IE E
slum TOTIME A LE
xdE
APPROVED FREE
6AGNFL. TRROCKd1aILr
CdPACTED IN R'
aAMETm)
uRasTUAeED wIL
M R,4AM � ,MAIN 5 ,n
1 ON wrAlX1DE
.—A.-
9� L M PPE
TIP 2cR� ac
9' IS NAMETER OF OG PIPf)
nP Tc�aHs ADraR s,.LL .T�
aTw A U. WINK SW"FRI�" sNED s
wo READY FOR BA0K—NG
TYPICAL SANITARY TRENCH
NT5
FOR SANITARY LINES, IF COVER
IS a. MAN 5 1/Y. PLACE 2'
,HICK INSULATION BOARD WINCH
6 SWTABtE FOR BUP- OVER
PIPE. IN NO CASE SHALL TINE
VFR BE LESS .
VER THE GROWL
6' MINIMUM
SERVICE " 35 PVC
USE 4' aA PVC PIPE
m MARK LACATIM A D DEPTH
OF SERUOE CONNECTION
EXTEND FIRM PLUG W Y
ABOVE FINAL GRADE —,
,a
i TIE
EE POARY
Luc
�'•� �FOR
WSM, 35PVC .--
sav FlTRH,
SEMD, MERCM DETAIL
UNDISTURBED SOL SEWER MAN AND SERWCE
BEDDING DETAILS
5ANITARY SEWER
5ERV I CE CONNECTION
NT5
PERFORATED PE PIPE
SEE PLAN FOR DIAMETER
THE CONTRACTOR SHALL WRAP
��--W NMAF, I� OR EE.A. PIPE AN STONE
DRAINAGE FABRIC
UNDISTURBED SOIL.
LEXTEND BEDDING TO
UNITS OF EXCAVATEN
STORM SEWER TRENCH
NTS
BACKFlLL WTH APPROVED
EXCAVATED MATERIAL
THOROUGHLY COMPACTED
C
IN 6' LIFTS
O M
THE SIDES O TRENCHES
3SW
4 FT, OR MORE IN DEPTH
E
ENTERED BY PERSONNEL
SHALL BE SHEETED OR
SLOPED TO THE ANGLE
OF REPOSE
APPROVED ROCK PREE 6
BACKFlLL THOROUOiLY
COMPACTED IN 6' U.F
(NO STONES LARGER
q
THANdA.);
BACKFILL WITH 3/4-
.. ... ....:... ..
CRUSHED STONE UNDER 6.
DRIVES AND ROADS.
m
Mi ■aIn
dRE0' 1�SILT FENCE ACROSS WTCHUNE
OF FLOW 11 SHALL BE INSTALLED IMMEDIATELY
r`/5 •x• UPGRADENT OF STONE FILTER
(SEE SEPARATE DETAIL)
pLENGTH OF DITCH WITH
STONE EQUALS WIDTH OF
O sToNE, 'X', MEASURED
'IC AT TOP OF STONE.
FINISH GRADE OF GRASS -LINED
(SHNED DITCH
SEE SEPARATEWN) OR TU DITCHDETAIL
IB•
CLEAN 4' TO 6" -�
DIAMETER STONE
(ANGULAR OR RO NG)
CROSS SECTION VIEW
NOTES:-
1. STONE FILTERS SHALL BE INSTALLED AT THE
LOCATION(S) SHORN ON THE SITE PLAN.
2, DITCH SHALL BE SEEDED A MULCHED (IF GRASS-UNED)
PRIOR TO INSTALLATION OF THE STONE FILTER,
3 THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING
CLOGGING/SILTATION OF THE STONE FILTER WRING
AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE
PRoJEcrs PERMANENT EROSION CONTROLS ARE IN
PLACE (VEGETATION ESTABLISHED. ETC.) AND THE
,rRl PROJECT HAS BEEN ACCEPTED BY THE OMER. IF
J�gNj NECESSARY, STONE SHALL BE CLEANED OR REPLACED.
STONE FILTER IN DITCH
NT5
24" X 6' RECTANGULAR
4' DIA REW. CONIC. OPENINGS (2) WITH f4 R®M
NANNOF WITH FLAT CAST IN PUCE O 3 o.c. SOLID LE CONIC. TOP ACROSS PLACEOPENING
CLEANOUT FRAMECOVER
2500 PSI CONCRETE
CLEARON R-BOB ORR EQUAL T
SHORT LENGTH OF PIPE
45 REND
AS NOTED
ON PLANS
EXISTB
CHAIN
UNDISTURBED SOLL
NSULATION WHEN REQUIRED
FORCEMAIN ('D' IS OUTSIDE ---
DIAMETER OF PPE)
THE CONTRACTOR SHALL
AT ALL TIMES KEEP
TRENCHES ENTIRELY FREE
OF WATER LINM ALL WORK
IS FINISHED AND READY
NOTE (Z) (FOR SEWER AND FORCEMAIN TRENCHES):
P COVER IS LESS THAN V-6", PLACE 2' WIDE BY 4" THICK
INSULATION BOARD, SUITABLE FOR BURIAL. ON A 8- BED OF
SAND OVER PIPE. IN NO CASE SHALL DEPTH OF COVER BE
LESS THAN Y. AT DRIVEWAY AND ROAD CROSSNGS. DEPTH
O COVER SHALL NOT BE LESS THAN 4'.
TYPICAL FORCEMAIN TRENCH
NTS
CLEANOUT DETAIL
NT5
NEW 4' PVC FM
CONTRACTOR SHALL CORE @ BOOT A CONNECTION FOR THE
NEW 4' PVC FM. REMOVE THE EESTNG INVERT TABLE. AND
CONSTRUCT A NEW BRICK UNED INVERT FOR 1NE FM DISCHARGE.
114E INVERT SHALL BE W IN WIDTH (MATCH EXISTING) AND
A MINIMUM OF 5' IN DEPTH.
FM CONNECTION
NT,
-•—lY PE d5(wMGE
INSTAL r OPENING
rwir
Qusm
SROE
POND OUTLET 5TRUCTURE
NT5
E IS RNG
50 LAIN.+{ ADEIPHA
EXISTING GROUND --� PROFILE 1-1/2- TO 2-
OR SUBGRADE DIA STONE
(B' TRICK)
30 I EESTNG
ADElPHI
DRIVE
1
Bw: r nai T I I 1
I11
II
I I\`
II `�
II
r .-
RHIMN4AI w ,2'
I I ��r OAORND
I I
1II II RTO TOWN _
frUSE dEY MAHUM, NING Opp YIB1T SECTION JOQR
as NSTALAnoN AND cLEAMIMc
WTwI WITLAND AND — ZOWI, --
SILT FENCE DETAIL
NT5
END SECTION —
TYPE I STONE
AS NOV
ON PLANS
PLAN VXW
STORE ER VT C. 706.04
IM
4,��� ��`YyU'1���«'� •-'����i�+�' NBA w.\
PROPM
T
i
GENERAL SANITARY SEWER SPECS.
9 SEE OTHER SHEETS FCR ADDITIONAL INFORMATION.
21 CONTRACTOR SHALL CONTACT ALL UTILITIE5 BCFOKE CXCAVATIOIN TO
VERMY THE LOCATION OF ANY UlDOR6ROID LINES. UTILITIES
fWORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST
AVAILADL.E SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE CM
COMlLff . THE CONTRACTOR SHALL be 9E5PONSIOL.E FOR ANY DAMAGE
TO ANY UTILITY. N,ELVI OR KIVATE. SHOWN OR NOT SHOWN HEREON
31 THE HORIZONTAL AND VERTIGO. SEPARATION FOR SEWER AND WATER
LINES SHALL BE INSTALLED IN ACGORDAICE WITH THE LATEST
EDITION OF THE -TON STATE STANDARDS - RECOMACRCCD STANDARDS
FOR WATER'.
41 PRIOR TO CONSTRUCTION A WTERIAL5 SHALL LE AfFROVED BY THE
ENGIEEL
5) STOW SEWER PM Ur TO E' IN DIAMETER 544AU. EE NC SOR 35
C,OFCRMIH6 TO AST" 0-3034 ASTM 0-3212 AID ASTM F-477
E NECESSARY
STORM SEWER PINE b' hOR 35
GREATER IN DIAM3212 TERAND SHALASTM
PROVEN r TOPSOL
TO IN
AN MAINTAIN llr omiH
-3 -4 7.
COFOWXVG TO ASTIR D-JO.Y1. ASTM D-370. AND ASTM F-4TT.
AND GRASS ""'AND
(OONSMATON )
W.
GADS DITCH
MOPE IN DITCHd
ALL 5ANITARY SERVER PPE SHALL DE PVC SOR 35 CONFORMING, TO
/
CEPl11 V.MWES
AS 0-3034. A5711 0-320. AND AST" F-4TT.
PIIOVrIX MN
TI ALL TRENCH FLU. SHALL, BE PLACED IN 6' LIFTS AND THOROUIS/lY
CORACTED TO 'ESE OF MAXIMUM DENSITY OF 0"1" MOISTURE AS
OIIWIAL --
DETERMIISO by ASTM 0%& STANDARD PROCTOR.
GROUND
'��
' _1 -----_
.3� 1 r—
-
A ALL NEW GRAVITY SN/ITMY SEWER WINS SHALL BE LEAK TCST[D Br
MAINTAINNETT-
-
A LOW PRE55URE AIR 'TEST AND OCFIL(.TION T95TED. THE LOW
KESSLEE AR TEST WILL, BE USED TO $INMATE INFILTRATION aR
OPE PE TO
IN AIN 07.
EWILTKATICN INTO OR OUT OF ALL GRAVITY SANITARY SEVERS. ALL
R1.
f UNE SWALE N1N DOMON CO"WHIL MATTING
TESTING WILL DE CONDUCTED UNDER THE SUPEAVI51ON OF THE
AND MAX, OF Q04
FT/FT (BOY MMA S2 OR APPROVED EQUAL)
FOR SLOPES EXCEERHO M
EHLSIIER EAIR TESTING SHALL BE PERPOIMIDD IN ACCQRDANCE WITH
ASHY C626-60. THE MINI" ALLOWED TIME FOR A KESSURE ORD'
PRIM 3Z PSI TO 25 FSI 511M1 DE l2 MINUTES FER TOO FEET OF
GRASS
DRAINAGE SWALE
30 MA: AT
LE ST MYS THE D�E,TOIN TES G°� ORMD. PINE
50 MIN.
PLAN
NOTE
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRAOONG OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE
PERIODIC TOP DRESSING WM ADDITIONAL STONE AS CONDITIONS DEMAND AND
REPAIR AND/OR CLEANOUT OFANY MEASURES USED TO TRAP SEDIMENT.
Al SEDIMENT TRACKED. SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY
SHALL BE REMOVED IMMEDIATELY BY CONTRACTOR.
2. ME USE O CALOUM CHLORIDE OR WATER MAY BE NECSSARY TO CONTROL
DUST WRING THE SUMMER,
3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY.
5TAE5ILIZED CONSTRUCTION ENTRANCE
NTS
NT S
THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
SHALL EXCEED A DEFLECTION OF FIVE PERCENT EVIL P THE
DEFLECTION TEST 15 MN USING A RIGID BALL OR MANDREL, IT
SHALL HAVE A DIAMETER EQUAL TO 45Z OF THE W51DE
DIAMETER OF THE PPE. THE TEST SHALL BE PERFOMED WITHOUT
Mffc4"K,AL PULLING DEV"S.
'9 ALL SANITAKY SEWER MANHK"5, SHALL BE TESTED KICK TO
CONSTRUCTION OF THE INVERT BY THE VAUAN TEST METHOD
DESCRIBED IN THE TECHNICAL 54'ECIFICATION5. THE MINIMUM
ALLOWED THE FOR A VACUUM DROP FROM O' OF MERCURY TO -r OF
HERGLRY SHALL BE 2 MYUTE5.
EX ANY SURFACES, LINES, OR 5TRULTURES WHICH HAVE INEPA DAIA6OD BY
THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION
AT LEAST EQUAL TO THAT IN WHICH THEY WIRE FOUND IMMEDIATELY
KIOR TO THE IWBIHNING OF CONSTRUCTION
19 THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION
OF THE IDIVIOUAL LOT WWER LINE SERVICES WITH THE OWNER AT
TIE TIME Oa CONSTRUCTION
DISCHARGE
VALVE PIT
PIPE 10
INSIDE DIAMETER
4
PIPE ID DIMENSION A
4
5
6
4 1 2
0
I. WIETWELL AND VALVE PT SHALL BE PRE-ENGINEERED
4000 PS REINFORCED CONCRETE STRUCTURES DESIGNED
BY A STRUCTURAL ENGINEER LICENSED IN ME STATE
OF VERMOIT AND CONSTRUCTED ICI WITHSTAND H-20
WHEEL LOADINGS.
VALVE PIT 2.EXTERNALLY �NCONCRETE a M
TEST FO4 WATERTCHINESS.
3. ALL FORCE MAN PIPING INSIDE OF THE STRUCTURES AMID
MROU4 ME WALLS SHALL BE GALVARZED SIM- EXTRA
SRONIG W.T.
4. ALL BALXFILL MATERIAL MOUND THE STRUCTURES
SHALL BE THOROUGHLY COMPACTED TO NOT LEA
THAN 951E OF MANMUM DRY DENSITY AS DETERMINED
BY ME AASHTO-T-99 STANDARD PROCTOR.
SLOPE DNISH GRACE
AWAY FROM VALVE PT
MGITTAIR WITH NOM-1M O MT
� 1
I e
PROVIDE CONCRETE
11IR)ST BLOCKS AT ALL
BENDS IN THE FORGE
MAIN
r TRANSITION
\ COUPLING
— s r
I MI
ELEV . 325.5'
FLOOR
r CATE'\
VALVE
ALARM U
PUMP STATION
NLCO OR AN
APPROVED EQUAL
DUPLEX ACCESS LID
AHD FRAME ASSEMBLY
CAST-N-PACE
PROVIDE PADLOCKS WITH
SAME KEYSET FOR ACCESS
HID. CONTROL PAWL AND
POWER DISCONNECT SWITCH
LC32] FRAME h COVRII
% OR EQUAL--
/
e
MAIN
FIEV . 329.5'
- (
M NUBTU'
Y PULP MANUFACTUr
LIFTING
GRAN
2 TO 5 COURSES OF RED MAR
)ENED
— MORTARED
ON ONE OUT
ONLY
MOAT P
BRIO
30"e
I
TO V
PROVIDE STAINLESS STEEL VERTICAL
PPE SUPPORTS WITH STAINLESS SSTAINLESSi
RUBBER G
PROIEGr
THREADED ROD ANCHORED INM
48
WIL :TWEEVERY 3' ON CENTER
L
S' MINYOM
2' THRV
GAL
ELEV .
PPE 12'EMED
LONG WIM
CM FOR EMERGENCY
MINIMUM
CONNECTION
L
ALL JOINTS SMALL BE
SEALED WITH BUM ROPE
OR A RUBBER O-RING
CALL
M
3' CHECK
-VALVE
UNION
Ir MN. OF 3/4' CRUSHED STONE
DO NOT USE LIMESTONE
3" SCH W PPE � IJ 1
(TYPICAL MR(TYPICM. MR BOTH �STRUCTURES)
9Eµ ALL PPE OPENINGS LESS
THAN 6' WITH NON-SHRN( —J
GROUT
CHECK
UNDISTURBED EARTH
MONOLITHIC
MINIMUM OF
HIGH
MEMA 4
CONTROL PANEL
WITH LOIC
AND KEYS
TF
{' GALV VFMNT PPEPPE WITHSCRIDJED CAP2COMDUIT SEAL —�
m
TERMINAL
N3�
WITH
2) PRESSURE -TREATED
0.40/4F.
4' % 4 POSTS
POWER METER
POWER DISCONNECT SWITCH
MOUNT ALL PANELS ON
PRESSURE -TREATED (40 CCA)
2 P 6 WOOD PLANKS
ENCASE POSTS IN
CONCRETE
ELEV . 329.5'
TO WI 14 L
40r
2' 9CH {0
PVC COMMIT
PVC 1lT POYEA APPLY--
SCHD 40 nEy . J22.T5•
INFLUENT PPE
PROVIDE CAST -IN -PLACE FLEXIBLE
CASKET FOR ALL PIPES W IN
DIAMETER OR GREATER
PU PUMP
PROVIDE STAINLESS STEEL VERTICAL
— PPE —W TS WITH 3/4' STAINLESS
THREADED ROD ANCHORED INTO WETWEIL
V . 310.35 EVERY 3' ON MIER
PS OFF
-,..- SUBMERSIBLE
PUMPS
_ SOLVENT WED ALL
SCHO 40 JONTS
2500 PSI CONCETE
Ev . 316.35 (
i-
�� !Kn r
THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
ARFIIl I I0`
UNDISTURBED EARTH
PUMP STATION DATA
A DAILY FLOW . 3.200 GPD
B. AVERAGE DAILY FLOW (ADF)
24 H AY RN DID/IN + 2.22 GPM
v 60 MIN
MINIARIY PUMPING RAZE . 5 TIMES ME ADF (11.1 GPI) OR THE
MNWAIM PUMPING PATE FOR A 3' FM (50 GPM)
C. HEAD LOSSES
3"DEVKRY APE 8Ni V • (2.{P/f00� . 24 IT
SlAllt LIFT (331 - 316 ) 15 FT
VALVES ! FITTINGS 5 FT
TOTAL HEAD LOSS 44 FT
D. PUMP REDUM"TS - 2 PUMPS EACH CAPABLE OF PIMPING A
MINIMUM OF SO GW AT 44 FT TOTAL HEAR)
SINGLE PHASE, 3" DISCHARGE CAPABLE OF
PASSING MINIMUM 2 1/2' SCUM PIMPS
SHALL BE EMPO/CORNELL METERS, HY/ROMATIC
OR AN APPROVED EQUAL.
E. CONTROLS. MENA 4 DUPEX CONTROL PANEL WITH MINER DOOR: FOUR FLOAT
SYSTOI CONTROL LOGIC; AUTOMATIC PUMP ALTERNATOR: 115 VAC
CONTROL CIRCUIT: INDIVIDUAL PUMP RUN AND SEAL LEM ARNICA
UGH TS MOUNTED ON INNER DOOR INDIVIOUAL H-O-A SWITCHES
MOUNTED ON WNER DOOR; 115 VAC ALARM LIGHT AND HORN MOUNTED
ON TOP OF PANEL. PHASE MONITOR W THREE PHASE PUMPS ARE USED:
115 VAC DUPLEX CONVENIENCE OUTLET; 0-5 SEC ADJUSTINLE TIME DELAY
FOR EACH PUMP. PANEL HEATER WITH THERMOSTAT; INDIVIDUAL CIRCUIT
BREAKERS FOR EACH PUMP, CONTROL CHIME. DUPLEX OUTLET. TRANSFORMER
IF REQUIRED. HEATER. AND ONE SPARE: INDIVIDUAL EIASPED TIME METERS
MOUNTED ON INNER DOOR, ALL ELECTRIC WIRING SHALL MEET ME
REOUWEMENTS OF TIE NATIONAL ELECTRIC CODE.
F. FLOATS: MERCURY SWITCH TO BE COMPLETELY SEALED, MADE OF CORROSRE RESISTANT
SOLUTION AND INTRINSICALLYSAFE. ELECTRICAL CABLE TO BE FUME TWO
OODUCTOR WM NEOPRENE JACKET.
O. CALCULATE CYCLE THE
S AM RE RUN TIME VOL. . 5 MIN. X 50/ . 250 GPM
�GPM
250 GAL. VOL . 250 CAL / 3T6 GAL/FT . a" FT
250 GAL
RUN TIME . 50 GPM - (2.22 ADF)GPM .5,2 MIN
FALL 1WE . 250
� .113 MIN
2 it ADi
`
Al
CYCLE THE . 5.2 MALL + 111 MIN.. 110.2 MN.
H. EMERGENCY STORAGE C•
PROVIDE FOUR (4) HOUR STORAGE BASED ON A 16 MR DELIVERY RATE V,(1
O�/�
/ f
TOTAL DAILY FLOW 11200 OPD )
16 MR/DAY K ♦ IN/DAY . RICO GALLONS REQUIRED
'•:^
I. AIBMITTAIS KOMI PUMPS, ACCESS LD, WETIELL, VALVE PT, O
FLOATS AND FLOAT HANGER BRACKET. CHECK VALVES, GATE
VALVES. SOLD SLEEVE COUPLINGS, AND OPERATION AND
MAINTENANCE MANUALS.
TESTING DATA
A FORCE MAN PRESSURE TEST: ALL FORCE MAINS SHALL BE PRESSURE TESTED TO NOT
LESS THAN 50 PS AT ME HIGHEST PONT OF THE TEST
SECTION. THE TEST SHALL BE OF A TWO HOUR DURATION
AND THE TEST PRESSURE SHALL NOT VARY BY MORE THAN
/- 5 PS, A LEAKAGE TEST SMALL BE PERFORMED
CONCURRENTLY WITH THE PRESSURE TEST. THE ALLOWABLE
LEAKAGE SMALL BE DETERMINED BY THE FOLLOWING
FORMULA:
WHERE L . ME ALLOWABLE LEAKAGE IN GALLONS PER HO R,
N S THE NUMBER OF JOINTS, D IS ME HOINAL
DIAMETER OF THE PPE IN W04M AND P IS ME AVERAGE
TEST PRESSURE W PSI.
B. VALVE PT AND PRIMP THE STRUCTURES SHALL BE TESTED N THE PRESENCE OF
STATION TEST: THE ENGINEER FOR EXFETRATION BY FALLING THE STRUCTURES
TO 1' BELOW ME ACCESS UD. A STABILIZATION PERIOD OF
1 HR SHALL BE PROVIDED TO ALLOW FOR ABSORPTION. AT
ME END OF THE STABILUATON PERIOD THE STRUCTURES
SHAu BE REFRIED IF NECESSARY AND TIE TEST PERIOD OF
M HOURS SHALL BEGIN, AT THE END OF ME TEST PERIOD,
THE VOLUME OF WATER CHANGE SHALL BE MEASURED.
THERE SMALL BE NO VISIBLE OR MEASURABLE EMLTRATON
OR INFILTRATION OR THE TEST FAILS IF THE ZEST FALLS,
ME CONTRACTOR SHALL REPAIR OR WATERPROOF AND
RETEST
C: PUP STATION: M AUTHORIZED REPRESENTATIVE OF ME PUMP MANUFACTURER OR AN
ELECTRICIAN FANIIAR WITH THE OPERATION AND SETTING OF THE PUMP
STATION SMALL BE PRESENT DURING STARTUP. AMPERAGE READNOS ON
EACH MOTOR LEAD SHALL BE MEASURED AND RECORDED. THE CONTRACTOR
SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONCHECK
OF ME STATION INCLUDING ALL FLOAT FUNCTIONS. ALARM VESTING
INDICATOR LIOITS, H-O-A STITCHES. OM TCHES. PP ALTENAN ATOR.O PHASE
MONITOR IF THREE-PHASE RUMPS ARE USED. ME CONTROL SKTEM SHALL
BE CYCLED MFGU H MORE MAN ONCE TO INSURE PROPER MCUENONG
MO OPERATION OF ME RIPS EACH PIMP SHALL IE FIELD TESTED
TO INSURE THE PUMPING CAPACITY MEETS ME PROECT REQUIREMENTS.
GENERAL ER05ION CONTROL 5PECIFIGATION5 h
THE PUVX IE F THESE OF TEROSION a SEDIMCNT CONTROL PLAN IS G01PLY WITH STATE I. SEE OTHER DRAWINGS OF' PLANS FOR ADDITIONAL STORMWATER AND EROSION CONTROL SPECIFICATIONS ANDCONSTRUCTION DETAILS COTALL STABILIZED NSTRUCTION ENTRANCE THE 1-TRAITORSHALL 40111T 'DIGSAFE" AT
a FEDERAL REGU XTIONS OEALWG WITH THE CONTROL OF NOMPOINT SOURCE ►PSI EXTEND FROM EXIST MIG I-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
POLLUTION THE PLAN GONTAIN5 A SERIES OF DEBT MANAGEMENT PRACTICES I EDGE Os PAVEMENT
THE ROADWAY AND YARD FINISH GRADE SLOPES ` 1 NOT ISE STEEPER THAN 3 ON I THE FINISHED GRALJE SLOPES SHALL DE IMMEDIATELY ,
AND DESIGNED DI M T DO SITIO DL RESULTING PROM STCRMWATER ACTIVIAUNOTIES.
1
AND OFF -SITE SEDIMENT DEPOSITION DURING LARD DISTU:DANKE ACTIVITIES. GRADED AND NEIGHED. I \ 1
THE PLAN CONSISTS OF TW" COMPORERS. PREVENTION, TREATMENT, AND 3. ALL 015TLRDED AREAS SHALL DE 5TADILIZE0 WITH SEEDING AND MA.CHIN/G PRIOR TO OCTOBER I OF EACH YEAR ANY 0I5TURDED AREAS I /
CONTROL, PREVENTION MEASURE5 AVOID WATER QUALITY PRODMLMS DY AVOIDING OUTSIDE OF THE ROADWAY SHALL dE IMMEDIATELY SEEDED AND AILIGHED WITHIN D DAYS
ACTIVITIES THAT CAUSE NPS POLLUTION PREVENTATIVE MEASUKE5 INCLUDE _ / / 70 / 1 EXX15TIN61 V0" N
MINIMIZING DISTURBED AREAS AMC) SEQLENLING CONSTRUCTION TREATMENT
MEASURES INVOLVE THE USE OF PHYSICAL MET TO REDUCE THE RESIDUA. AY. THE EROSION CONTROL AIETICDS USED q.RING CONSTRUCTION OF THE DEVELOPMENT SHAM PROCEED /N THE FOLLOWING SEp.EAGE+ z 4 _ SOUTH BURLINGTON
LEVELS OF N.0 POLLUTANTS, TREATMENT 5YSTEM5 INCLUDE THE USE OF I ' ITN 1 R
DIVERSIONS. TEMPORARY SEDIMENTATION DASINS AND PERMANENT DETENTION BASINS. /\) THE CONTRACTOR SHALL INSTALL AND MAINTAIN HAY DALE DAMS. SILT FENCES, AND OTHER EROSION CONTROL MEASURES. IF REQUIRED,
TEWOKL 1 AND PE RANENT ROUTINE TREATMENT
MEE AND MAINTENANCE OF THE AS ORDERED DY THE ENGINEER. THE EROSION CONTROL. AEASURE5 5HALL EVE MAINTAINED AND REPAIRED AFTER EVERY RAINFALL UNTIL THE HEW _ I \ i WI
TE1PC■CART AND PERMANENT OP M TREAT1ENf MIEASlARES. IAPROVEAENTS ARE PAVED AHD ALL 0I5TURDED AREAS HAVE DEEN 69A55ED THE REPAIR OF THE ER05lON CONTROL MEASURES WILL INCLUDE j -AO \ ROAD
REMOVING AfN1' SEDMENTATION THE SEDIMENT MAY DE PLACED AS FILL IN THE LOW AREAS. IF APPROVED BT THE ENGINEER. \ -
ER0510N/5EDIMENT CONTROL 5EQUENGE 5) THE TOIL SHALL DE REMOVED FROM THE AREAS TO DE GRADED AND 5TOCKPILZO STAKED HAY DALES OR A SILT FENCE SHALL
BE PLACED CONTINUOUSLY AROUND THE BOTTOM OF THE PILE , II RO M1
PRIOR TO STRIPPING THE TOPSOIL ON NS SITE, THE LOANCE!, OR SHALL,
INSTALL THE STABILIZED CONSTRUCTION ENTRANCE!, GI IN AREAS NEAR THE NEW [.ONSTR(/GTION, THE CONTRACTOR 51W.L ENCLOSE THE TRUNKS OF TREES TO DE SAVED WITH WOODEN SMJW ( II F_XISTING BUILDING
INSTALL SNOW F@X.E AS SHOWN ON THE PLAN m
-INSTALL THIS SILT FENCE AS SHOWN ON THE PLAN+ FENDING ALONG THE ORIPLINE TO PROTECT THEM FROM IN.URY.
CONSTRUCT THE FERANtENT DIVERSION DITCH TO INTERCEPT
STORMWATER FROM THE ADJACENT SITE+ Dl THE SITE GRADING WILL THEN DE DOPE. AND M PIPELINES WILL BE INSTALLED IMMEDIATELY FOLLOWING GRADING. THE CONTRACTOR
WILL INSTALL NAD MAINTAIN HAY BALE INLET PROTECTION AROUND THE CATCH pHA ASINS UNTIL THE ROADWAY S BEEN PAVED AND GRA55 HAS I I CQIM.NILATIONB NAG. O'
TIE CONTRACTOR SHALL NOT STRIP THE TOPSOIL FROM ANY AREA UNLESS MEN ESTABLISHED ON THE SLOPES.
GCXNSTRULTICW WCI ILL CUIR WITHIN TIE NEXT 45 DAYS, IMMEDIATELY AFTER III
STRIPPING AID STOCXNN PIL G TIE TOPSOIL TIE TOPSOIL 5TOCXPILE SHALL DE \
SURRORNDED WITH A SILT PENCE OR A CONTINUOUS ROW OF HAY DAEAND 5 AEJ THE CONTRACTOR WILL TOPSOIL- SEED SAPO M,CH THIS D15TI.RBEV AREAS AS SOON AS POSSIBLE FOLLOWING GOPLETION a I I I \-- �- LOCATION PLAN
THE PILE SHINJ_L
a 59WIED AND MMLCHM ADJACENT / \1l
CONSTRUCTION ` II' NTS
ALL NON-IIPFRvIOIS SURPACEs SHALL DE TCPSOIIID, SPED® AIAD MULCHED i) I \\ \\ IIt`
WITHIN M DAYS OF ESTADLISHING FINISH GRADE. \ \/
FI OPEN GUT AREAS SHALL aE MRJLGHED O/TSIDE OF ACTUAL WORK AREAS, AND FAY BALES SHALL BE EMPLOYED i0 CONFUTE SHEET \ I \ C
DETWEEN 5EPTEME56K DTH AMC) OCTOIDER DTH ALL DISTIATDED AREAS WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA A5 ORDERED DY THE ENGREER. +00•
SHALL DE TEMPORARY 5EEDED AND MU.UED IN PREPARATION FOR WINTER.FOR \
3. ROA0510C 5WALE5 - EROSION CONTROL MATTING SHALL ISE INSTALLED WHERE THE GRADIENT EXCEEDS 1S AND STONE FILTER DAMS SHALL �= WIRF. \ DVILDIN }ETDAGK 41N�
THAT
S Ake
EXK THAT HALLOCIGC DETWEGH O WOEMITHIN
DTH AND ArRIL 1ST, ALL AREAS pE PLACED AT A 5PAGING NOT TO EXCEED 200 350 -
THAT ARE E%POSED SHALL DE MA.GHIED WITHIN T PAYS. .�- ��� -
THE OWNER, Olt HIS REPRESENTATIVE. SHALL INSPECT M SITE AFTER EVERY RAIN 77 _�/ - h \
EVENT GREATER THAN 0.50' OR AT LEAST ONCE PER MONTH, AND IMMEDIATELY R4 ZONING DIS TR ILT BUILDINC> SETBACK LI
_4� _ ]BU'V
MACE REPAIRS OR ADDITIONS TO THE EROSION AND SEDIMENT GONTKOL DEVICES IL I .25
'✓]).
THE
ON SITE AS NEEDED. 2D
THE SITE,THE TEPPOKAKY CONTROLS MAY DE RRWHEN VE6ErATION AND PERMANENT WWACZ5 �� ESTAd.ISIED ON MIDI aP j\\ 2g.Y
RESIDET UAL DISTRICT --
I \\\\ \ \\
�I ! I DUI ING 5ETIDAGK LINE / 33p I 1 32T 0 Q Q \
\ 28 \\j�ll{I
pM Y ,In
NYF / ; - ,---7:-1�-_____-_ ' I _ `�, ,III ; /''/•� �/�'R"
WsrAu. ERosIN2N CONTROL O _CYO
LamNMs ON SIDSL E OPE V
L20 SPACES_ - _ LAP, INC.
- 42 SPACES N+
I � I — � I I 1 I _
' GHELSEA
__
— T � ' LOARAMIGATIONS INC.
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NF it
GRAPHIC SCALE
I I R' \ 1 \ 3on1r1LL_isroN ROAb-L4L \ �� 1 +I J
10 EASEMENT To \
CITY OF SOUTH 1 1 \\ \�\ \ \\ / // / rALt H GFgINIERE \ \
DURLINGTON CENTERED I YG \ 9
ON FUTURE 510EWALK I I 1 \ \ { \ \ - !"
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5ENEGAL / DROWN
2-M-03
O rWN O .v¢/.:—r
T
O LEARY-BURKE
65 SHUNPIKE ROAD
KMe3
5OUTH DURL-M&TON, VT
q83 UTIL
CIVEL ASSOCIATES, PLC
ER05ION AND
3 ANDREW AVENUE, SUITE 3
EONE. JOT. VT
9
PHONE
-SI 80
5ED I MENT CONTROL
;'S
FAX: 828-988■
Survey Notes:
I THIS PROPERTY HAS DEEN COAPIL® FROM FIELO SURVEYS ME)
4, SURVEY AE7HOD5 EM"LOYEO AND THE RESU_TMG ERROR OF
RECORD EVDENLE INCLUDING THE F
FOLLOWING RECORDED PLATS,
AEE
CLOM"IFRELISION RATIO. T OR EXCEED MINIMUM Mr-151Oi
A ''FND 'FLAT OF LANDS, WX ENTERFRIS"", SOUTH DLRLIN&TOA, VERAIONT.
REOUIMAMS FOR SMUMAN SURVEYS AS OUTLINED IN •STANDARDS
DY TRUJELL. CONSULTING EN01"M11115, INIC_ DATED RA76 LAST REVISED
FOR THE PRACTICE OF LAND SURVEYING', ADOPTED DY THE VERMONT
4-30-64 AND P.ECCIRO6V IN MAP ROOK VOLUAE P1% FA6E M UI THE
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ADVTTING PROPERTY OWNERS CASED ON LAND REfAROS AS OF
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LL RETAIN I5T"
PROPERTY rARIERS AS INDILATEID TO DE SET ON THIS PLAT.
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OLEARY-DLRKE CIVIL ASSOCIATE5. PLC ♦ KEVIN K. LAROSE. L5. = GHEL SEA
WAIVES ANY AND ALL 9E5AND ;'ONS01LITY AL1Aohwrr IMAT MAY ARISE a GOMMVNHEL-5E NS INC.
FROM FAILL9 TO DO $O OR TO HAVE DEEN NOTIFIED DY THE
OWAERD) OR THEIR SUCCE550R5 TO SET ALL THE PROPERTY CORNER5 O 422=281
SHDWH ON THIS PLAT.
+ 120 KfM6LLG
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$� 115' X 60' EA5EMENT
J SOUTH 01URLINGTON
L — — — 115.f1(P -- —
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Location Plan
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Legend
PARCEL PROPERTY LINE
ABUTTER PROPERTY LINE
— — — — — — — — — — — — 51OEL I NE OF EA5EMENT
01, IRON PIPE FOUND
Vi17'27'E tt 1111!., GONGRETE MONUMENT FOUND
2'01? ' AG ABOVE EXISTING GRADE
P �
3017 WILL15TON ROAD LLG
477409
1 hereby certify that the information shown hereon is correct to the
hest of my Imowledge and belief and Is based on a collaboration
of pertinent deeds, plats, parol, and other recorded evidence. This
plat was prepared in accordance with and complies with Vermont
Statute Title 27, Section 1403, (a) through (0).
0 60 121) 160 240 300
GRAPHIC SCALE I bxh = 60 R Kevin R. LaRosa, L.S. 707 Dated
l �QV NG E`'SRT
I%6:59 ORP
e6 DELOW EXISTING GRADE
4 OUT51M DIAMETER
IRON PIPE TO DE 5ET
"'City to eurfington
Received for Record
A.D. _
at ^_o-clock ______minutes_M
and recorded In
attest:
Clerk
R(�
ti
C
aiy?tio�,t,�e
R�
` ' ' °y Burlington, VT 05402 at (802) 775-4356, rMon. oriented multitasking In- "'auayemeut suppun.l
Ideal for camp. t*,.***1 dlvldual to perform ac• Youprovidetheanthusl- thre
Veryy ggood she a. ESSEX JCT Multi -family Le1lotices �■ 9 day through Friday bet- p asm and willingness si deli
(802) 878-4079 Si Red: wean 7:30 a.m ano a counts payable functions to:
moving sale, 5 Beech St. Arthur A. Heald, Execu• p.m. 1 as well as day -today of. succeed. Whether you
STRAW For mulching Sat 8-1, no early birds. PUBL RING for - / fete functions in'the would like to start a new Bel
gardens or lawns. BringSOUTH b..ALINGTON 13 Maiden Lane N o t i fi c a t I o n from equipment division of a sales career or build on' 71
your own bag. You bagFERRale. Commu- DEVELOPMENT St. Albans, VT 05478- residents along the very busy construction an existing one, consider Alba
ou pick u 9 Wood al- nity sale. Patio , table and REVIEW BOARD 1001 I automobile sales. It's Ci
P chairs, ewelry, new air Green Mountain Railroad env ronment. Must have ets foPburningP conditioner, dining room Telephone: and the WACR Con River an associate's degree In fun, eatchallenging, tob and a S (802)878-8596 Set, wall unit, more! Sat. The South Burlington (802)524-9555 accounting or other re- 9reatwaytobuildare- s
Division should be made lated discipline. warding career. Please
BWING SET for kids. Sam-.? Round Barn Development Review before May 31st, 2003 p send your resume to our ="I
Metal. In great shape. Farm, Rte 7. Board will hold a Maya, 10, 2003 to: Douglas Lamoureux, Pike Industries, Inc. CAI
public STATE OF VERMONT Operations Manager' Attn: Heidi Comes Human Resources Dept.
Come and pick up. Call GRAND ISLE 3 FAMILY .hearing at the South Bur. gar• PO 249 Granger Road -Berlin P 0 Box 1100 Burlington on
after 6pm (802) 372-6902 lin ton CityHall Confer- DISTRICT OF Box 498 ' Bellows Falls, Barre VT 05641 VT 05402-1100 or apply c o rpr
SALE May 3 hil From once Roo, 575 Dorset CRITTENDEN, SS. VT 05101-0498, or b te-
9ite Lots of Children'$ y APPLICATION on-line:
TELEPHONE POLES items. Off Route 2. Street, South Burlington, lephone at (802) 463- www.heritagevt.com Pay.
(B)8to12ft Look For Signs / Call For Vermont on Tuesday, IN RE THE ESTATE OF 9531, Monday through ^DaEADL12 03 I nlenggth. Directions802372.8498 Mayy 20, 2003, at 7:30 FRANCESG.HUTCNISON Friday between 7:30 EOE/M/F/V/H �e l (802) 878-2233 P.M. to consider the fol- LATE OF BURLINGTON, a.m, and 4:30 p.m. ���L///���
GRAND ISLE Sat From lowing: VERMONT Women & Minorities are ® in
TELEVISION 9-5. Lots of old stuff & Questions or com- encouraged to apply. 1600-1620 Shelburne Road it
25" color console TV. Antiques & Collectibles. 1. Preliminary plat PROBATE COURT m ent s should be. ad. ADJUNCT FACULTY South Burlington c
Works. Needs adjust. 411AllenRoad. application #SD•03-20 DOCKET NO.30145 dressed to: Vermont Excel. college programs
ment. 802 863. 690 and final plat application Department of Agricul- in the Burlington area. 9AUTO SALESPERSON C
( ) JEFFERSONVILLE #SD-03-21 of Andre Thi- NOTICE TO CREDITORS ture ' 116 State Street` Faculty must hold mas- For New &Used Nor- iv
TIRES (2) P275/70R 6. SLots , great tuff, . bault to subdivide a Montpelier, VT 0.5602• tersdegreeEmail thernVl Dealership. Bi
MIS. P2o5/70 n, Lots is great stuff. 43,970 sq• ft• lot into two 2901 or by telephone at diamondedsery aol Must have good com- 7
Good condition, 12( Rice Farm Drive. (2) lots of 21,986 sq. It, To the creditors of the (802) 828-2500. Co munication skills and im
(802) 878 66t2 (802) 644 8867• (lot #1) and 21,984 sq: estate of Frances G. ADVANCED CONCERT work well in a busy
WHEELCHAIR RAMP 14 JERICHO, Foothills Dr. 7 t. (lot #2), 354 White Hutchison, late of Bur- May 3, 2003 TICKET SALES environment. Experience
Iong. 4 it. wide. 18 in. Family. Antiques, appl- Street. tington, Vermont. Nationwide Fundraisingg helpful but not neces• ar
se. With rail. Good con• antes, books, Coln$, 2• Preliminary plat Lost cFOunC company is seeking indi- sary. Benefit package 4
ition. You take away. furniture, household, application #SD•03-30 We have been appointed vldualstostaffour South includes: salary, com- H
all (802) 658-7650. Sunfish Sailboat, trampo and final plat application as personal represents- FOUND CAT, F Gray & Burlington office, mission, bonus, medical
line & surround. Sat. #SD-03-23 of LNP, Inc. live of the above named brown tiger. Right front We offer: &dental Ins.,410K.
FINDOWS Combination May 3rd.8.4pm. for a planned unit deve- estate. All creditors hav- foot has prior Injury. Full time, 12-9pm, gguar- Please call (41
nd wooden frame win- lopment consisting of Ing claims against the Does not see well. Older ante,ed 40 firs, $380/wk Vince McNulty in
owes good for green Faamil Huge Multi • constructing: 1) a 8,250 estate must present Cat. Found on Wentworth after training. Lucrative e 802-524-7343 x520 aid
uses and camps (802) Y Lawn Sale - To sq.ft. general office build- their claims in writing wi. Rd./Bolton Access Rd. Bonus Incentive Program
4-3749LvIft benefit Jericho Elemen- ing, and 2) a 60,800 sq. thin 4 months of the date Call (802) 434-4935 & Full Company benefits BpRTEND! CI
WOOD CHIPS tary School's Destine-ft, mixed use building of the first publication of FOUND CAT Flufgreyincluding401k. PT1
lion Imagination teaml consisting of 38,650 sq• this notice. The claim near Greenbrier DriviNo exper. necessary. BARTEEW EN SCHOOL Verylargeaw Sat. 5/3, starting 9 am. ManagementOpportu Opportunity
OF NEW ENGLAND Ba
Come take ft awayy. at Jeri -Hill Storage, FIT ft. of ggeneral office use must be presented to us Essex around 4/21. Call Certification/ Training Call (802)872.8796. 15, next to Mountain and 22,150 sq. ft. of wa- at the address listed be- (802)288-8098toclaim. Looking for: Job Assistance 31
t 0 O D E N G 0 S S I P High. Rain or Shine! rehouse use, 85 Shun- low with a copy filed with OrientHighly Motivated, Career 1-888.40RINKS wt
pike Road. the register of the Pro- FOUND CAT Large Oriented People w/good www.bartendingschool.com
r the use
of the Take JERICHO MOVING SALE 3. Preliminary plat bate Court. The claim Orange With White Mark. Communioation,Skills. r the use of the lumb- Me 3 & 4. From 9.3.1.7 application #SD-03-25 of will be forever barred •d it ings• Long Hair. In Es- For interview, calk 108 Church St. Burlington SKIP
Oak plywood pieces IZsfrom Joe'sSnack Wedgewood Corporation, Is not presented as des. sex on 4/27. Please Call 802.652.9629 BAYSIDE PAVILION PROW
'e brand new., Were Bar, Off Lee River Rd. Inc. to amend a planned cribed above within the (802)985-2248 in St. Albans Bay seeks: Self-i
;ed to cover hearth residential development APPLIANCE DELIVERY w/ neede(
wCh was not In use. JERICHO Yard sale) Gun four month deadline. FOUND CAT -orange cat 24 ft. box truck. Clean Depart
satellite dish. Hunter cabinet, 20 ga. shot consisting of an 18 hole found on 4) at Winde- drug, driving, and back- COOK Hero
Ben, new receiver and shells, crocks, clothin golf course and 295 resi- DatedApr1129,2003 mere Trailer Park. Call to ground. Good pay. Dependable, must have [action
mote control & owners stuff. Sat. & Sun. 9-5pm. d e n t t a I units. The identify 8g2.878 35t6 (802) 324.7066. experience, good pay for but u p amendment consists of Name of Publication: quallfiedperson,Start' persC
lnual. (602) 425-7724 495 Browns Trace Rd. FOUND DOG In Berk-
. Attn: Students & Others:
increasing the number of Burlington Free Press shire, male, Rottweller immediatety. phone
ODD 2 truckloads of Entertainment
Moving sale[ residential units from 11 Shepherd mix, black with (802) 524.0909 teracy
sorted kinds. You pick Entertainment center, units to 15 units, First Publication Date: S@Gilt@
Not for firewood! queen size bed, da bed, Schoolhouse Road. May 3,2003 brown
markings,
green SU111m@rWOr1L detail
CABINETMAKERS
12)872-2755 glass and brass coffee 4• Preliminaryy plat Second Publication Date: ) Experienced. clude
table, much more! Sat. &application #SD-03.24 of May10, 2003 FOUND DOG In NOWT! WaII/Goldfinger, Inc. ssome
end
Option Sun. 8-4pm. Woodbrlor ap gewood Corporation, Enosburgh male Basset Designing and letter
Manor, off Rte 7. Inc. to amend a planned Address of Probate Hound., tricolored, very $15.00 base-appt. in building iinecorporate l Gra
* ABORTION? WHY? MILTON Sat, 5/3, and residential development Court frlendly.(802)933.9135 customerservlce/sales. furniture since1971. BurlinQ
ONSIDER ADOPTION* consisting of 295 rest. District of Chittenden Flex hours, conditions Permanent position with
Warm, secure, lovingSun. 5/4, 9-4. Furniture, dentist units and an 18 FOUND DOGS fax to 1i lawn tractors, snowb• Probate Court apply. Fun Team. excellent benefits for
2 Golden Retrievers, on home available for new lower, 1998 R M 250, hole golf course. The PO Box 511 Meaningful experience employee and family. CON
born baby. Please call amendment consists of 175 Main Street Rte 7 in Charlotte. On for all maJ'ors. www.waligoldfinger.com diate
attorney at: baby clothes, baby Increasing the number of Burlington, VT 05402 5/1/03. CALL NOWI Send resume to: & rol
1.800-606-4411A-933 items, and much morel residential units from Call (802) 985-2248 802.985-4985 WaII/Goldfinger, Inc. ers,
Low prices, everything four . (4) units to nine (g) Signed by: Kelly S. Kim- FOUND WALLET workforstudents.com 7 Belknap St., Suite to. A
ADOPTION Letushelp must go. 164 Lake Rd, 1 ball Estate Settlement at Walmart.Sat.4/26. Northfield, VT05663 com
each other. Loving mile from Route 7, units, Nicholas Circle. Make your ad
5. P r e I i m i n a r I a t Advisor Call To Identify. or email cot
couplesecuriy provide Y P 9 PICTURE PERFECT
MONKTON, Sat. only, 9- application #S 0 27 Address: (802)893-01 2 with aphoto w9@wall-goldfinger.com DRIVE
!eve&se Call Rita
y f Wed Banknorth; N.A. Execu- Merchandise Thrifty CAMPTARAIsseeking DRIVE
newborn. Call Rita &Bill 4 Pm. 4960 Silver . St, o gewood Corpora-
OTR
In.,time.(800)591-2065 Monkton Ridge. Cell tion, Inc. to amend a for ads: quick, easy, and Free press Camp counselors; and then o
(802)453-2516. tanned residential days- PO Box 409 they work great! Call Classifieds lifeguard. If Interested equip.
L°DLEITCU BRNA lopmentconsistln of Burlington, VT05402 658-3321, 658.3321IFEDAO.CµLIICtl21: MOVING SALE May 2 & 295 residential units and Telephone: (802)658-6110 Benefits
3. . Perkins Dr. gam to an 18 hole golf course. ( ) 0-5553 AUTOMOTIVE
5pm. Essex (town) Golt 802 86
I�C11e Sales 9 LOST "Annie" Black * k :t * k * }
clubs, TV set, and more! The amendment cons- and brown,301b.fe- We have an immediate
Ists of adding landsca a May 3,10, 2003
ARoo ESTATE SALE SHELBURNE 3 Family. contouring (berm) bet- male Spaniel mix. opening for..... Ae
11 rooms antiques and Sun. May 4. From gam• ween Dorset Street and Vermont Railway *Green shy, abused by prstol area. e- collectables, hummels, 3pm. Dresser, Chest, Schoolhouse Road. Mountain Railroad * vious owners. AUTOMOTIVEksscm�
oeterford, etc. Call Linda Etc. Village Vale Drive. 6• P r e l i m i n a r y plat Clarendon & Pittsford REWARDI PREP DETAILER
(802) 476-1890 No Early Birds. application #SD-03-26 of Railroad Washington (802)453-4526 Need an energetic, self- PAYROLL PROCES
IKSHIIRE CENTER SHELBURNE Wedgweood Corporation, County Railroad & motivated individual to
IIE VILLAGE YARD Sat. 8-1 lam& Sun. Inc. to amend a planned WACR Conn River join :our busy prep de- ACCOUNTS PAYABLE
E Sat & Sun; 5/3.5/4 9-3pm. Lots of stuff! residential development Division LOST CAT part4rit team cleaning
5pm Next to the 4253ShelburneRd. consisting of 295 rest- Jericho Center, Bol _ and prepping vehicles. Candidate must be proficiei
Jolly Store. Old dentlal units and an 18 Weed Control Program er HIII area. I eg Attention to details and
es & bottles, lamps, SHELBURNE Sat: 8-1pm, hole golt course. The Newspaper (201b) in
Tiger wkh deadlines, personable, Alicrosoft Word. Must be high
iron pans, frames, a Sun.9-2pm, Freezer, amendment consists of Advertisement white markings
T. Last dependable, and valid -accurate and able,to manage i
Ire arriving daily. Igdresser,lar acollec- adding landscape con- driver's license required.
iionoferafts&garden touring (berm) between seen April 19. Very Automotive background 401K'background het
ILINGTON 2 family things. Beanies. Youth Dorset Street and the friendly, fat. Please b e n e f 1 c I a I
n out. Set. May 3, check sheds and ga- Comprehensive benefits Send resumes to
Y bed. 67 Cedar Ridge Dr. approved units at Nlcho The Vermont Rail Sy- rages. (802) 899-4903 package including 401(k) Attention Shawn
Vintage and unique off Thompson Rd. las Circle. stem ties applied to the
t.113VIIlageGreen. Commissioner of Agricul- LOST CELL PHONE, Please forward resume Y
IRLINGTON Huge and SNELDON MULTI FAMILY Copies of the, appl!ca- ture fora rmit to a I Tolle Associates
0 Y SALE Sat v Sun 94.Rt lions are available for herbicides to Its tracks ft' Itone,silpleaseer!ca11 or drop bylnperson to: P.O. Box 671
sale atC.P.Smtth Lots S everything. Rt p p
132EchoolhanAllenPkwy. 105followsignsfrom189 Soulth IBurlingtonon atCjba for control of weed (802)660-1835. St. Albans, VT054'
y growth In the ballast. John White
LINOTON New North � BURLINOTON AFTER Hall. LOST DOG, 200 lb. ingl- Shearer Chevrolet
Huge garage sale, MOVING 11DAY SALE Vermont Railway Ish Mastlf, tan withno 1675 Shelburne Road
of items, 228 Wood- Sat. Maya From 8.2. John Dinklage, Chairman operates between Ben tags. Lost 3 miles up S. Burlington, VT 06403
Rd. 8-4 Sat 9.2 Lots of stuff: House South Burlington Deve- n!ngton and Burlington in Dunham Rd in Bethel. 802.658.1111
early birds welcome wares, fabrics, kids lopment Review Board the towns and cities of AKA Camp Burke area. Automotive
LINOTON Sat.S/3, stbask baskets, videos,&sofa d May 3,2003 Arlington, Bennington, sogis roachy . $200ardRE **********
t-?, 291 Colchester more!31IrishCoveRd. Y Brandon, Burlington, p
Charlotte, Clarendon. WARD. Call (802) 864- ServiceSueeart
pn.+- r,....�,,... - , o..�,:..w r,:.,_�.._ _- PUBLIC NOTICE ,,.__
O'Leary -Burke C a Associates, PLC
May 12, 2003
Ms. Janet M. Hurley
Associate Planner
575 Dorset Street
South Burlington, VT 05403
Re: Al Senecal Parcel, (SD-03-15), 65 Shunpike Road
Dear Janet:
We are writing on behalf of LNP, Inc., c/o Al Seneca], to request a
continuance on the DRB meeting scheduled for the 2O`h of May, 2003. The issue with
the wetlands will not be resolved by then and a meeting with the Natural Resource
Committee will have to be scheduled prior to the DRB review. Copies of the
Conditional Use Determination will be forwarded upon completion.
If you have any questions, please call.
Sincerely,
Daniel V. Rexfofd
Enc.
cc: Al Senecal
ZA2001 \1083\HURLEY2-letter.doe
5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM
#SD-03-15 — LNP, Inc. c/o Al Seneca)
1-lot, 2-structure PUD on Adelphia Drive
Tax Map 32 Cubicle 52
DRB 4/1/03
SKETCH PLAN
04/04/2003 12: 31 802-BE2-5537 _ DAVlD GREEPZERG ESQ PAGE 01
DAVID H. GREENBERG
ATTORNEV AT LAW
PC), BOX 20'.
BUALENGTO N. V$RMONT 05102-0201
THE. DANIEL KERN HOUSE
TELENiONE 02) 862-8165 10 SOUTH R11N0O8Ki AVENUE
FAX (80Z)862.5537 BUP11NOTON, VERMONT OW1
April 9, 2003
SENT VIA REGULAR MAIL AND FACSIMILE 846-4101
Mr, Raymond J. Belair
City of South. Burlington
575 Dorset Street
South Burlington, VT U5403
Re; LNP, Inc.
Kimball Avenue, South Burlington
Dear Ray,
As you know I represent LNP, Inc. which has a pending application before the
Development Review Board pertaining to LNTP's property off of Kimball Avenue. A; I
understand it, a question has arisen as to my clients right to use the unfinished road which
runs in a northerly direction from Kimball Avenue to its property. This road runs along
the eastern boundary of the Adelphia Cable Communications Corporation property.
On August 22„ 1989, the South Burlington Planning Ce7mniission gave approval to
William and Davis Co. to develop what is now the Adelphia Cable Communications
property. One of the conditions of the approval was that a 60 foot wide right of way be
created turning from Kimball Avenue to what is now my client's, properrtv. This
condition had been carried forth from a previous approval of the Planning Commission on
September 25, 1984 for the R.D.R. Enterprises. An Irrevocable :Dedication of this right
of way as a public road was executed on August 27, 1990 and given to the city. Along
with Chat Dedication, deeds to the road were executed by the two oximers of land which
comprised the road. I am enclosing copies of the Warranty Deed of Robert 'V, Willis and
Richard T. Willis dated August 27, 1990 (the western half of the road) and the Warranty
Deed of Pine and Kimball Limited Partnership dated April 10, 1992 (the eastern half of
the road). On November 12, 1996 the Planning Commission gave approval to Adelphia
Communications Corporation for construction of its building. This approval kept in force
the previous condition concerning the creation of the road.
The dedication and deeds to the city are consistent with the approval granted to
R.D.R. Enterprises in 1984. In fact, a plat was recorded in Map Volume 197, Page 59 on
December 14, 1984. (See enclosed 2 pages showing that plat'). That plat shows the road
as a "60' ROW reserved for future street." (See road between lots 2 and 3).
04%09/2003 12:31 802-852-5537 DAVID GREENBERG ESD PAGE 02
Mr. Raymond 7.1Belair
April 9, 2003
Page 2
Based upon the forgoing it is my opinion that my client has the right to use the 64)
foot right of way as shown on the Plat for access to its property and for completing
construction of the public road and improvements on its property. Firstly, the approvals
of the City Planning Commission encumber the affected properties and make it known to
the public that the right of way for the future street iseregthe caurrcnt ownely, by rs ng o£hthe
street to the City the previous aw`ncrs of the road have precluded
adjoining properties from preventing the road from being used or o sructeobtainedshe
d.
Finally, since a plat was recorded in the land records, my client
rights to use the road and to complete its construction. In the case of rle-rwatzr Re ty.
C vs. oucl�ard, 146 VT. 359, 364 (1985) the Vermont Supreme Court held that lot
owners acquire rights in all roads, streets, parks and other designated ways shown on the
plat map unless a contrary intent is affirmatively shown. The Court stated that the object
of that principle was "to secure persons purchasing lots under such circumstances as those
benefits, the promise of which, it is reasonable to infer, has induced them to buy portions
of a tract laid out on the plats indicated. (Clearwater Realty Co• sutyr at 364.).
Accordingly, I do not believe that any additional granting of easements, n ghis of
way, or licenses are necessary for my client to access its proper*y or complete the work
required by existing planning cornmission approvals-
very
truly ours, ,
David H. Green erg, Esq.
DHG/bbs
Enclosure
Cram cs/2003/5cnecal
WARRANTY DEED
KNOW ALL MEN BY THESE PRESENTS THAT: Pine and Kimball
Limited Partnership, a Vermont limited partnership with its
I
principal place of business at 431 Pine Street, City of
Burlington, County of Chittenden and State of Vermont, Grantor,
in consideration of TEN AND MORE DOLLARS, paid to its full I
satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont
municipality situated in the County of Chittenden and State of
Vermont, Grantee, by these presents does freely GIVE, GRANT,
SELL, CONVEY AND CONFIRM unto the said Grantee, its successors
and assigns forever, a certain piece or parcel of land in the
City of South Burlington, County of Chittenden and State of
Vermont, described as follows, viz:
Commencing at a point in the north sideline of Kimball
Avenue, which point is the southeast corner of Lot No. 2
as shown on a subdivision plat prepared by Trudell
Consulting Engineers, Inc. entitled "Plat of Land R.D.R.
Enterprises, South Burlington, Vermont," dated December
1976, last revised April 30, 1984, recorded in Book 197 at
Page 59 of the South Burlington Land Records;
Then proceeding N13°26142"E a distance of 558.38 feet in
the east boundary line of said Lot No. 2 to a point in the
south boundary line now or formerly of J. Brown;
Then turning to the left and proceeding N78'22150"W a
distance 30.02 feet in the south bondary line now or
formerly of J. Brown tc, a r� ant
The turning to the left and proceeding S13°26142W a
distance of 542.35 feet to a point;
Then turning to the right and proceeding S63°14135"W a
distance of 12.91 feet to a point in the north sideline of
Kimball Avenue;
Then turning to the left and proceeding S66°57132"E in the
north sideline of Kimball Avenue a distance of 40.43 feet
to the point of beginning;
Being a portion only of the aforesaid Lot No. 2 and a
portion only of the land and premises conveyed to Grantor
herein by the Warranty Deed of Williams and Davis Company
Inc., dated August 28, 1990, recorded in Book 298 at Page
26 of the South Burlington Land Records.
Reference is made to the aforementioned plat and deed, the
references contained therein, and the respective records
thereof, all in further aid of this description.
The above -described piece or parcel of land shall be used
for a public street, and for purposes incidental or related
thereto.
Mountain Cable Company, a Vermont limited partnership
having a place of business at 18 Avenue B, Williston, Vermont,
tenant of file aforesaid Lot I7o. 2 under a Lease with Purchase
and Sale Rights, dated June 13, 1989, a Notice of which is
recorded in Book 280 at Page 50 of the South Burlington Land
Records (the "Lease") has executed a counterpart of this Deed
also executed by Grantor's predecessor, Williams and Davis
Company, for the purpose of terminating tenant's right, title
and interest under the Lease with respect to the piece or
parcel of land described above provided that such termination
shall be effective only upon acceptance of such counterpart and
this Deed by Grantee.
TO HAVE AND TO HOLD said granted premises with all the
privileges and appurtenances thereof, to the said Grantee, its
successors and assigns, to its own use and behoof forever; and
the said Grantor, for itself and its successors and assigns,
does covenant with the said Grantee, its successors and
assigns, that until the ensealing of these presents, it is the
sole owner of the premises and has good right and title to
convey the same in the manner aforesaid, that they are FREE
FROM EVERY ENCUMBRANCE, except as stated above; and it hereby
7
engages to WARRANT AND DEFEND the same against all lawful
claims whatsoever, except as state above.
IN WITNESS WHEREOF, the Grantor has caused this deed to be
executed this day of
IN THE PRESENCE OF:
Agent
-Tth riz-e -e
Duuj-v -y Ku
PINE -AND- KIMBALL LIMITED , PARTNERSHIP,
By The Davis Development
Corporation;
Its General Partner
By:
Derrick Davis
Its President and
MOUNTAIN CABLE COMPANY
By Pericles Communications
Corporation,
Its General Partner
By:
Its Vice Pres0ent and
Duly Authorized Agent
11 4—Llaol
CITY OF SOUTH BURLINGTON
By:C_
Its Duly 4Au' or�izeAgent
3
STATE OF VERMONT )
CHITTENDEN COUNTY ) SS.
At Burlington, Vermont, in said county, this day of
April, 1992, personally appeared DERRICK DAVIS, who
acknowledged the foregoing instrument, by him/her signed and
sealed, to be his/her free act and deed and the free act and
deed of The Davis Development Corporation and Pine and Kimball
Limited Partnership/
Before me:
Notary Public
My Commission Expires:
STATE OF P'E'N�NSSYLVANIA )
PO lTC R �O�� COUNTY ) SS.
At I -(k 5 Cl-t in said county, this day of
g ,, p rsonally appeared
"l'I 1:(!0. I �('C Vice President , who
_acknowledged he f egoing instrument, by him/her signed and
sealed, to be his/her free act and deed and the free act and
deed of Pericles Communications Corporation and Mountain Cable
Company.
Before me:
STATE OF VERMONT )
CHITTENDEN COUNTY ) SS.
Notary Public
My Commission Expires:
NOTARIAL SEAL
JALYN D. TEZIK Notary Public
Coudersport. Potter County
My Commission Expires Feb. 10. 19S6
� in said county, this Z;
199 z,--r personally appeared
duly
authorized agent of then i.tv of L-c•.?th Rur�.ingtan, rho
acknowledged the foregoing instru-,iient, by him/her signed
sealed, to be his/her free act and deed and the free act
deed of the City of South Burlington.
Before me:
4992p2/46
day of
Notary Public
My Commission Expires:
and
and
4
WARRANTY DEED
KNOW ALL MEN BY THESE PRESENTS THAT: ROBERT V. WILLIS of
Williston, Vermont, and RICHARD T. WILLIS of Richmond, Vermont,
Grantors, in consideration of TEN AND MORE DOLLARS, paid to
their full satisfaction by the CITY OF SOUTH BURLINGTON, a
Vermont municipality situated in the County of Chittenden and
State of Vermont, Grantee, by these presents do freely GIVE,
GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, its
successors and assigns forever, a certain piece or parcel of
land in the City of South Burlington, County of Chittenden and
State of Vermont, described as follows, viz:
Commencing at a point in the north sideline of Kimball
Avenue, which point is the southwest corner of Lot No. 3
as shown on a subdivision plat prepared by Trudell
Consulting Engineers, Inc. entitled "Plat of Land R.D.R.
Enterprises, South Burlington, Vermont," dated December
1976, last revised April 30, 1984, recorded in Book 197 at
Page 59 of the South Burlington Land Records;
Then proceeding N13°26142"E a distance of 558.38 feet in
the west boundary line of said Lot No. 3 to a point in the
south boundary line now or formerly of J. Brown;
Then turning to the right and proceeding S78°22150"E a
distance of 30.02 feet in the south boundary line now or
formerly of J. Brown to a point;
Then turning to the right and proceeding 513'26142"W a
distance of 554.41 feet to a point;
Then turning to the left and proceeding S26°45125"E a
distance of 15.28 feet to a point in the north sideline of
Kimball Avenue;
Then turning to the right and proceeding N66°57132"W in the
north sideline of Kimball Avenue a distance of 40.43 feet
to the point of beginning;
- 1 -
Being a portion only of the aforesaid Lot No. 3 and a
portion only of the land and premises conveyed to Grantors
herein by the Warranty Deed of RDR Enterprises, Inc. dated
February 26, 1980, recorded in Book 158 at Page 367 of the
South Burlington Land Records and by the Warranty Deed of
Donna Willis Hall dated , 19 , recorded
in Book 218 at Page 484 of the South Burlington Land
Records.
Reference is made to the aforementioned plat and deed, the
references contained therein, and the respective records
thereof, all in further aid of this description.
The above -described piece or parcel of land shall be used
for a public street, and for purposes incidental or related
thereto.
TO HAVE AND TO HOLD said granted premises with all the
privileges and appurtenances thereof, to the said Grantee, its
successors and assigns, to its own use and behoof forever; and
the said Grantors, for themselves and their heirs, executors and
administrators, do covenant with the said Grantee, its successors
and assigns, that until the ensealing of these presents, they are
the sole owners of the premises and have good right and title to
convey the same in the manner aforesaid, that they are FREE
FROM EVERY ENCUMBRANCE, except as stated above; and they hereby
- 2 -
1
engage to WARRANT AND DEFEND the same against all lawful claims
whatsoever, except as stated above.
IN WITNESS WHEREOF, the Grantors have sealed and subscribed
this deed as of the �Cj day of , 1990.
IN THE PRESENCE OF:
U
STATE OF VERMONT
R08ERT V. WILLIS
RICTIARD T. WILLIS
COUNTY OF C//H'•I',TTENDEN ) ss.
At in said county, this c2r[ day of
19 personally appeared Robert V. Willis,
who knowledged the foregoing instrument, by him signed and
sealed, to be his free act and deed.
Before me,
Notary Pu is
My Commission Expires: A
STATE OF VERMONT
COUNTY OF CH``ITTENDEN ) ss .
61
At fO-m in said county, this day of
19 Cpersonally appeared Richard T. Willis,
who a knowledged the foregoing instrument, by him signed and
sealed, to be his free act and deed.
Before me,
B4.17.0814
Notary PubQjc
My Commission Expires: 4 d gf
- 3 -
STATE OF VERMONT )
COUNTY OF CHITTENDEN ) ss.
At & in said county, this cXT#'day of
19 , personally appeared Richard T. Willis,
who ackn wledged the foregoing instrument, by him signed and
sealed, to be his free act and deed.
Before me,
B4.17.0814
A ,
Notary Pu c
My Commission Expires:&f ,
- 3 -
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I
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
DEVELOPMENT REVIEW BOARD
Report preparation date: March 27, 2003
\drb\sub\senecaI\sketch.srp.doc
Plans received: February 25, 2003
SHUNPIKE ROAD - PLANNED UNIT DEVELOPMENT
SKETCH PLAN APPLICATION #SD-03-15
Meeting date. April 1, 2003
Owner/Applicant
LNP, Inc. c/o/ Al Senecal
25 Omega Drive
Williston, VT 05495
Enqineer
Property Information
Paul O'Leary
Tax Parcel 1560 00065 L
O'Leary -Burke Civil Associates, PLC
Volume 517, Page 645
5 Andrew Avenue, Suite 5
IC & CO Districts
Essex Junction, VT 05452
9.89 Acres
Location Map
;{.r, r,n
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Mapped
Wetland 4.
Subject Property
Mapped Wetland
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as
NOTE: Mapped wetland data are not necessarily locally accurate and require field verification.
CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\d rb\su b\seneca I \sketch.srp doc
LNP, Inc. c/o Al Senecal, hereafter referred to as the applicant, is requesting sketch plan
approval for a Planned Unit Development (PUD) consisting of a proposed 9,430 sq. ft. office
building and a 60,800 sq. ft. mixed used building. The subject property contains 9.89 acres
and is located in the Mixed Industrial Commercial (IC) District. Portions of the subject property
also fall within the Conservation and Open Space (CO) District.
Associate Planner Janet Hurley and Administrative Officer Ray Belair, referred to herein as
Staff, have reviewed the plans submitted on February 25, 2003 and have the following
comments.
Staff has reviewed this sketch plan application according to the proposed Land Development
Regulations, which were warned on March 1, 2003, for public hearing on April 7, 2003.
ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
Table 1. Dimensional Re uirements
IC Zoning District
Required
Proposed
Min. Lot Size
40,000 ft.
430,604 ft.
4 Min. Frontage
120 ft.
60 ft.
Max. Building Coverage
30%
16.31 %
�I Max. Overall Coverage
70%
37.61 %
? Max. Front Yard Coverage
30%
unknown
Min. Front Setback
40 ft.
>40 ft.
�l Min. Side Setback
15 ft.
>15 ft.
Min. Rear Setback
30 ft.
>30 ft.
Max. Building Height
40 ft.
<35 ft.
V zoning compliance
A preexisting noncompliance
? information needs to be provided
The plans must be revised to include a measure of front yard coverage.
Section 3.06(H) of the proposed Land Development Regulations prohibits more than 30% of the
front setback from being used for driveways and parking, and the balance shall be landscaped.
Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and
sidewalks shall be maintained between the street right-of-way and the balance of the lot. The
applicant has not provided calculations of the proposed front yard lot coverage. Although the
subject property is "landlocked," the front yard occurs along the southerly property line where
access is provided via Adelphia Drive.
PLANNED UNIT DEVELOPMENT STANDARDS
2. The applicant's preliminary plat application shall comply with the requirements for
preliminary site plan review pursuant to Section 14.05 of the Land Development
Regulations.
CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\senecal\sketch srp doc
Section 15.05(B) of the proposed Land Development Regulations advises applicants that
preliminary PUD applications must include relevant site plan application requirements pursuant to
Section 14.05.
3. The applicant needs to provide evidence of property rights that enable the applicant to use
Adelphia Drive.
4. The plans need to be revised to address the comments of City Engineer Bill Szymanski
dated March 27, 2003.
Article 15.12 of the proposed Land Development Regulations establishes standards for roadways,
parking and circulation within PUDs. The development is proposed to be accessed from a private
road, Adelphia Drive, which will require upgrading and extension. The plans include road
construction details and a road profile (See Plan Sheet #4). However, the applicant needs to
provide evidence of property rights that enable the applicant to use Adelphia Drive. In addition, the
road construction plans have been reviewed by City Engineer Bill Szymanski, who has provided
comments (See Appendix A). The applicant needs to address Mr. Szymanski's comments.
5. Prior to final plan approval, the applicant must obtain final water allocation approval from the
South Burlington Water Department. In addition, the applicant must meet all requirements
stipulated in the Water Superintendent's letter dated March 7, 2003.
Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed
development. Water Superintendent Jay Nadeau has reviewed the plans and provided a number of
comments (See Appendix C). In particular, Mr. Nadeau notes that the city does not currently have
sufficient water storage capacity to service new development requiring more than 1,000 gallons per
day. Prior to final plan approval, the applicant must obtain final water allocation approval from the
South Burlington Water Department.
6. All utility lines must be underground pursuant to Section 15.13(E) of the Land Development
Regulations.
Pursuant to Section 15.13(E) of the Land Development Regulations, all utility lines must be
underground. A utility plan is included on Plan Sheet #2, which shows what appears to be an
underground electric line. No telephone line is indicated.
7. Stormwater drainage plans must demonstrate compliance with the Vermont Stormwater
Management Manual, pursuant to Section 15.13(F) of the Land Development Regulations.
Section 15.13(F) of the Land Development Regulations requires that the PUD meet the standards
of the Vermont Stormwater Management Manual. Stormwater drainage facilities area shown on
Plan Sheet #2 and details are provided on Plan Sheet#7.
PUD Review Standards
Pursuant to Section 15.18 of the proposed Land Development Regulations, PUDs shall comply with
the following standards and conditions:
(a) Sufficient water supply and wastewater disposal capacity is available to meet the
needs of the project.
CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\senecal\sketch srp doc
8. Prior to final plan approval, the applicant must obtain wastewater allocation approval from
the Director of Planning and Zoning.
As already indicated the applicant must obtain final water allocation approval from the South
Burlington Water Department. In addition, the applicant must obtain wastewater allocation approval
from the Director of Planning and Zoning.
(b) Sufficient grading and erosion controls will be utilized during and after construction
to prevent soil erosion and runoff from creating unhealthy or dangerous conditions
on the subject property and adjacent properties.
In addition to stormwater drainage details, the plans include acceptable details of erosion control
measures to be used during and after construction on Plan Sheets #7 and #9. Staff notes that the
proposal must adhere to standards for erosion control as set forth in Section 16.03 of the proposed
Land Development Regulations. In addition, the grading plan must meet the standards set forth in
Section 16.04 of the regulations.
(c) The project incorporates access, circulation and traffic management strategies
sufficient to prevent unreasonable congestion of adjacent roads.
The applicant has indicated that the proposed development will generate 998 trips per day,
with 76 trip during the AM peak hour and 91 trips during the PM peak hour. Circulation is two-
way throughout the site and appropriate loading space is provided. The subject property is not
subject to the Traffic Overlay District. Staff believes the circulation plan is adequate.
(d) 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.
9. The applicant must provide a delineation of all wetlands on the subject property and an
analysis of wetland impacts prepared by a qualified wetlands consultant.
10. Any wetland encroachments must comply with Section 12.02(E) of the Land Development
Regulations.
The South Burlington Wetlands Delineation data indicates that wetlands area present throughout
the subject property. The plans show a partial delineation of class 2 wetlands on the site, but class
3 wetlands are not indicated. The applicant must provide a wetlands delineation of all wetlands on
the subject property and an analysis of wetlands impacts prepared by a qualified wetlands
consultant. Any encroachments into class 2 wetlands will only be permitted in conjunction with the
issuance of a Conditional Use Determination from the Vermont Department of Environmental
Conservation. Any wetland encroachments must comply with Section 12.02(E) of the Land
Development Regulations. Accordingly, any proposed wetland encroachments must be reviewed
by the South Burlington Natural Resources Committee.
(e) 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.
CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\senecal\sketch sro doc
The proposed development appears to be compatible with existing development in the IC District. In
addition, the plans show that the minimum required 65 ft. setback from the adjacent R4 District will
be provided, and the proposed development will be screened with dense evergreen plantings.
(f) 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.
The stream buffer area on the westerly side of the property will not be impacted; however, more
information on wetlands must be provided before Staff can make a determination as to the location
of open space.
(g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee)
to ensure that adequate fire protection can be provided.
11. The plans must be reviewed and approved by Fire Chief Doug Brent.
(h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines
and lighting have been designed in a manner that is compatible with the extension of
such services and infrastructure to adjacent landowners.
Based on the plans submitted, it appears that the extension of services between adjacent parcels is
adequately provided for.
(i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner
that is consistent with City utility and roadway plans and maintenance standards.
12. Exterior lighting must comply with Section 13.07 of the Land Development Regulations.
Accordingly, Staff recommends relocating the rear light pole to occur above the rear parking
spaces adjacent to the dumpster enclosure.
13. The plans need to be revised to show utility cabinets and HVAC details.
Lighting plans are detailed on Plan Sheet #3. The parking area lighting plan must comply with
Section 13.07 of the Land Development Regulations. Staff questions the need for the light pole at
the rear of the warehouse structure, because it casts relatively high light levels at the rear property
line. Perhaps this light could be relocated to occur above the rear parking spaces adjacent to the
dumpster enclosure. Staff notes that the plans need to be revised to show utility cabinets and
HVAC details.
(%) The project is consistent with the goals and objectives of the Comprehensive Plan for
the affected district(s).
In general, the project is consistent with the goals and objectives of the Comprehensive Plan.
SITE PLAN REVIEW STANDARDS
Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site
plan approval. Section 14.06 establishes the following general review standards for all site plan
applications:
CITY OF SOUTH BURLINGTON 6
DEVELOPMENT REVIEW BOARD
DEPARTMENT OF
PLANNING & ZONING
\d rb\sub\senecal\sketch. srp. doc
(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.
It appears that adequate transitional features are proposed between structures and between
parking and structures.
(b) Parking shall be located to the rear or sides of buildings to the greatest extent
practicable.
Parking is appropriately not located along the easterly boundary adjacent to the R4 District. Staff
notes that the subject property is essentially landlocked and between properties that front on
Williston Road and Kimball Avenue. Therefore, whether parking occurs at the north or south of the
large warehouse structure, it would still be visible from one road or the other. Staff believes that the
parking lot is best located where proposed relative to the buildings and adjacent residential district.
(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.
The buildings appear to be of similar scale to others within the IC district in this vicinity.
(d) Newly installed utility services and service modifications necessitated by exterior
alterations or building expansions shall, to the extent feasible, be underground.
Staff has already noted that the utility lines must 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.
14. The preliminary site plan should include details of architectural elements. which will appear
on the proposed structures.
No information on architectural elements is provided.
(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.
Again, details of architectural elements need to be provided.
In addition to the above general review standards, site plan applications shall meet the following
specific standards as set forth in Section 14.07 of the Land Development Regulations. -
(a) The reservation of land may be required on any lot for provision of access to abutting
properties whenever such access is deemed necessary to reduce curb cuts onto an
arterial of collector street, to provide additional access for emergency or other
purposes, or to improve general access and circulation in the area.
Staff does not believe that this is necessary on the subject property.
CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\senecal\sketch sro 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 indicated that utility lines must 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).
A fenced dumpster enclosure area is provided.
Parking
Section 13.01(G)(1) of the Land Development Regulations establishes design requirements for
parking spaces. Internal aisles are 24 ft. wide. Parking spaces are 90 degrees to internal aisles.
Stall dimensions are not indicated on the plans, but all stalls appear to be 9 ft. wide by 18 ft. deep.
This complies with the dimensional requirements outlined in the regulations. Section 13.01(G)(5)
requires that bicycle parking or storage facilities are provided for employees, residents, and visitors
to the site. Bicycle parking facilities are shown for the site. Pursuant to Section 13.01(1), seven
accessible parking spaces are provided.
15. The plans will need to be revised to demonstrate compliance with the minimum parking
requirements of the proposed Land Development Regulations.
Staff notes that it appears that the applicant has referred to parking requirements of the current
Zoning Regulations. However, the preliminary and Final plat applications will most likely need to
comply with the anticipated adopted Land Development Regulations. Accordingly office parking
requirements are 3.5 spaces per 1,000 sq. ft. of gross floor area and warehouse parking
requirements are 0.5 per 1,000 sq. ft. of gross floor area.
Landscaping
16. The plans need to be revised to indicate the percentage of the parking area that is
proposed to be landscaped with trees, shrubs or other plants. In addition, trees within the
parking area must include at least one deciduous shade tree of 4" caliper at 6" above
ground for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is
greater.
Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening
shall be required for all uses subject to site plan and PUD review. Landscaping plans are provided
on Plan Sheet #1 of the plans. Section 13.06(B) requires parking facilities to be curbed and
landscaped with appropriate trees, shrubs, and other plants including ground covers. Accordingly,
the DRB shall consider the adequacy of the proposed landscaping to assure a safe, convenient,
and attractive parking area and the privacy and comfort of abutting properties. Section 13.06(B)(1)
requires that at least 10% of the interior of the panting area to be landscaped with trees, shrubs or
other plants. Furthermore, at least one deciduous shade tree of 4" caliper at 6" above ground shall
be planted for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is greater.
CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF
DEVELOPMENT REVIEW BOARD PLANNING & ZONING
\drb\sub\senecal\sketch srp doc
17. The plans need to be revised to include design specifications for the landscape islands
throughout the parking facility. The islands must be curbed and include tree, shrub, grass
and/or ground cover plantings pursuant to Section 13.06(B)(2) of the Land Development
Regulations.
Pursuant to Section 13.06(B)(2)(a) of the Land Development Regulations, raised planting islands
containing trees, shrubs, grasses, and/or ground covers, shall be designed to define major
circulation aisles, entrances, and exits. Section 13.06(B)(2)(b) requires the landscape islands to be
curbed unless curbless islands are proposed to provide for stormwater runoff into vegetated areas
for treatment.
18. The plans must be revised to show snow storage areas.
Pursuant to Section 13.06(B)(4), snow storage areas must be shown on the plans. The plans do
not show snow storage areas.
19. The applicant must submit a proposed landscape budget prepared by a landscape architect
or professional landscape designer pursuant to Section 13.06(G)(2) of the Land
Development Regulations.
Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2), and shall
be prepared by a landscape architect or professional landscape designer. Required costs are
based on construction costs. Accordingly, the applicant must submit a proposed landscape budget.
20. Staff recommends that the plans be revised to address Public Works Arborist Craig
Lambert's comments dated March 11, 2003.
Public Works Arborist Craig Lambert has reviewed the plans and provided a number of comments
(See Appendix B).
Staff recommends that the applicant address the numbered items in the "Comments" Section of this
report to the satisfaction of Staff prior to submission of a preliminary plat application.
Respectfully submitted,
(�4&zAwv
Janet M. Hurl y, Assoc9te Planner
Copy to: Paul O'Leary, O'Leary -Burke Civil Associates
APPENDIX A
3/27/03
Bill Szymanski
City Engineer
Senecal PUD
Shunpike Road
1. Force main should have at least two clean outs.
2. The easement at turn around must have at least 10 feet beyond the paved area
for snow storage.
3. Trees must not be planted on top of water and sewer mains.
4. The sewage pumping station piping 6 inches below station cap may be subject to
freezing.
5. George Dow of City Sewer Department shall review the pumping station design.
6. Electrical panel box shall include a 110 volt outlet.
7. The sewer pumping and force main will be private maintained by the owner.
APPENDIX B
Craig Lambert
Public Works Arborist
Landscape Review 3/11/03
Senecal PUD
65 Shunpike Rd
O'Leary Burke Civil Associates
Due to over planting in South Burlington, Summit Ash is not an acceptable
species. Possible substitutions include:
• Kentucky Coffeetree, Gymnocladus diocus
• Accolade Elm, Ulmus japonica x Ulmus wilsoniana 'Morton'
• American Elm hybrids, Ulmus Americana 'Princeton', 'Valley Forge',
'Washington'
• Lacebark Elm, Ulmus parvifolia
• Turkish Filbert, 'Corylus colurna'
2. Trees that attain a taller height at maturity should be considered as substitutes
for the crabapples in the parking lot islands. This will reduce branch/car conflicts
as the trees grow because the taller trees are more easily pruned to achieve
clearance.
3. Gallery pear is a good selection along the building. The cultivar 'Cleveland
Select' or 'Chanticleer' should be specified, as they possess a more columnar
form. Japanese Tree Lilacs are also a good choice along the buildings.
4. White Pines on the east side of the property aren't accurately located (caption
indicates 30 feet on center but the drawing shows 20 feet on center).
5. Changes should be made to the Tree Planting Detail.
• When staking is required, ties should be either rubber bungee type ties or
of flat, soft, woven material. Wire encased in garden hose is not
acceptable. Stakes and ties shall be removed after 1 year.
• Amending backfill soil with fertilizer is generally discouraged unless soil
tests indicate a need for specific nutrients. Rocks, stones, roots, or other
debris should be removed from the fill soil prior to backfilling.
• Plant tree so that the root collar/trunk flare is at or slightly above finished
grade. If the root collar is buried within the soil ball, excess soil should be
removed to expose the root collar and ensure proper planting depth.
6. In the Landscaping Specifications, the recommendation to apply 500 pounds of
fertilizer per acre is meaningless unless an N-P-K ratio is included i.e. 5-5-5, etc.
APPENDIX C
SOUTH BURLINGTON WATER DEPARTMENT
403 Queen City Park Road
South Burlington, VT 05403
Phone: (802) 864-4361
Fax: (802) 864-0435
March 7, 2003
Mr. Paul O'Leary
O'Leary -Burke Civil Associates, PLC
5 Andrew Avenue, Suite 5
Essex Junction, VT 05452
RE: Al Senecal Parcel, Shunpike Rd
South Burlington, VT
Dear Paul:
The South Burlington Water Department has reviewed the plans for the above referenced
project. Please find my comments below.
1. At this time the City of South Burlington does not have sufficient water storage
for any new project requiring more than 1,000 gallons per day (gpd) in this water
service area. If this project will require more than 1,000 gpd, please complete the
attached Application for Water Allocation and return it to the South Burlington
Water Department as soon as possible. As the project continues, a final
Application for Water Allocation will need to be approved for water allocation.
No construction shall be permitted that may restrict or encumber water supply and
storage for the City's current customers.
2. All construction drawings and plans shall have a note saying "All work to be
performed in accordance with the Specifications and Details for the Installation of
Water lines and Appurtenances for all Water Systems Owned by the Champlain
Water District, the City of South Burlington Colchester Fire District #1 and the
Village of Jericho. Please add this note to future plans in visible locations. All
water installation work and water distribution material must comply with these
specifications.
3. A new eight -inch (8") gate valve shall be installed on the water main when the
existing blow -off is removed.
4. Soil conditions in this area may be corrosive to Ductile Iron pipe. Soil borings
should be considered. Polyethylene pipe encasement may be required in areas of
corrosive soils. The polyethylene encasement shall prevent contact between the
pipe and fittings and the surrounding backfill and bedding material.
5. All domestic services and fire sprinkler systems that are connected to the public
water system shall be protected according to their degree of hazard, with a
backflow prevention assembly, and an appropriate thermal expansion system.
Please contact this department for more information on backflow protection
devices and detail drawings.
6. The South Burlington Water Department ordinance states, "All water lines and
appurtenances not located in the City right-of-way or public grounds shall be
considered private pursuant to the ordinance and others of the City." The fire
hydrant for this project would be considered private. At this time private fire
hydrants are assessed a $100 per hydrant annual fee.
7. Design for the hydrant location and water main size should include consideration
of pressure loss during hydrant use periods. Periodic maintenance including
flushing, or emergency use of the proposed fire hydrant may cause a pressure loss
within the building to less than acceptable limits.
8. The SBWD shall be sent any future hard copy plans involving this project for
review. Future plans must include details and specifications as required in the
above referenced Specifications.
9. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main
line taps, appurtenances and water line crossings.
10. Further review changes may be required as this project proceeds through the
permit process.
11. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG
Version 14 Format or newer shall be supplied to this department upon completion
of the water system improvements.
If you have any questions or I can be of further assistance, please call me.
Sincerely,
n
l
AJaeau
Superintendent
CC. Janet Hurley
Doug Brent
George Dow
Plan Reviews: Al Senecal Parcel- 3-03
O'Leary -Burke ( ) Associates, PLC
February 24, 2003
Mr. Ray Belair
Zoning Administrator
575 Dorset Street
South Burlington, VT 05403
Re: Al Senecal Parcel, 65 Shunpike Road
Dear Ray:
We are writing on behalf of LNP, Inc., c/o Al Senecal, to request preliminary plan
approval for a Planned Unit Development on a parcel of land in South Burlington, located
north of Kimball Avenue and south of Williston Road.
LNP, Inc. owns the 9.89 acre parcel of land known as 65 Shunpike Road. The parcel
is currently undeveloped and is located in the Mixed Industrial and Commercial District
(I-C).
There have been some changes made to the layout of the project since sketch plan
submittal. The three mixed use buildings have been replaced with one 60,800 square foot
mixed commercial warehouse and office building. The 8,250 square foot office building has
been changed to 9,430 square feet. A total of 202 parking spaces are proposed with 7
handicap accessible spaces which conforms with the City of South Burlington parking
requirements.
Access will be through Adelphia Drive where there is an existing 60' wide Right -of -
Way extending to this parcel from Kimball Ave. The sewer connection will be made to an
existing manhole located on Shunpike Road via a 3" force main. The water will be connected
to the existing main which ends on Adelphia Drive. Gas, electric and telephone utilities will
be extended from Kimball Avenue, along Adelphia Drive to the project site.
Please find the following attached information:
1) Preliminary Subdivision Plat Review Application;
2) Five (5) full size sets of the Preliminary Plans;
3) One (1) reduced (I l" x 17") set of the Preliminary Plans;
4) I.T.E. Trip Generation Calculations;
5) Lighting Cut Sheets;
6) A fee of $125.00 ($75.00 fee + $10.00 recording fee + $40.00 per lot)
If you have any questions, please call.
Sincerely, \
Daniel V. e ord
Enc.
cc: Al Senecal
ZA2001 \1083\prelimletter.doc
5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM
Land Use: 495
Recreational Community Center
Independent Variables with One Observation
The following trip generation data are for independent variables with only one observation. This
information is shown in this table only; there are no related plots for these data.
Users are cautioned to use these data with care because of the small sample size.
Trip Size of Number
Generation Independent of
Independent Variable Rate Variable Studies Directional Distribution
IVI=I I IYGI .7
Weekday A.M. Pk. Hour
0.01
14,000
1
62% entering, 38% exiting
of Adjacent Street Traffic
Weekday P.M. Pk. Hour
0.01
14,000
1
28% entering, 72% exiting
of Adjacent Street Traffic
Weekday A.M. Peak
0.03
14,000
1
58% entering, 42% exiting
Hour of Generator
Weekday P.M. Peak
0.02
14,000
1
39% entering, 61 % exiting
Hour of Generator
Saturday
0.07
14,000
1
50% entering, 50% exiting
Saturday Peak Hour of
0.01
14,000
1
47% entering, 53% exiting
Generator
Sunday
0.15
14,000
1
50% entering, 50% exiting
Sunday Peak Hour of
0.02
14,000
1
60% entering, 40% exiting
Generator
VI11 IV vc..�
Weekday
27.25
32
1
50% entering, 50% exiting
Weekday A.M. Pk. Hour
2.66
32
1
72% entering, 28% exiting
of Adjacent Street Traffic
Weekday P.M. Pk. Hour
3.16
32
1
44% entering, 56% exiting
of Adjacent Street Traffic
Weekday A.M. Peak
3.50
32
1
38% entering, 62% exiting
Hour of Generator
Weekday P.M. Peak
2.44
32
1
27% entering, 73% exiting
Hour of Generator
Saturday
18.34
32
1
50% entering, 50% exiting
Saturday Peak Hour of
2.59
32
1
53% entering, 47% exiting
Generator
Sunday
12.03
32
1
50% entering, 50% exiting
Sunday Peak Hour of
1.66
32
1
43% entering, 57% exiting
Generator
1,000 Square Feet Gross Floor Area
------
Weekday 22.88 38 1 50% entering, 50% exiting
��` -9�J
Trip Generation, 6th Edition 793 Institute of Transportation Engineers
Recreational Community Center
(495)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Number of Studies:
Average 1000 Sq. Feet GFA:
Directional Distribution:
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
2
89
66% entering, 34% exitina
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
1.32 1.08 - 2.23
uata riot anci Equation
190
180
170
160
150
rn
C
W 140
a
130
U
120
m
CD
c`d 110
d
Q
II 100
H
90
80
70
60
50
30
Caution - Use Carefully - Small Sample Size
--- ; ---- : -- -
• ----------
--- ,,--i ---- ----- ----- ----- ------
40 50 60
X Actual Data Points
Fitted Curve Equation: Not given
70 80 90 100 110 120 130
X = 1000 Sq. Feet Gross Floor Area
- Average Rate
R2 = ****
140
Trip Generation, 6th Edition 794 Institute of Transportation Engineers
Recreational Community Center
(495)
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: 3
Average 1000 Sq. Feet GFA: 65
Directional Distribution: 34% entering, 66% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
1.75 1.38 - 2.78 1.44
Data Plot and Equation
y
300
200
100
0
Z ., zY C) ; s .
Caution - Use Carefully - Small Sample Size
ter'
. - ..- , ..-X
........ ....
.... .... ....
..•• .....,....
_ .
X
10 20 30 40 50 60 70 80 90 100 110 120 130 140
X Actual Data Points
Fitted Curve Equation: Not given
X = 1000 Sq. Feet Gross Floor Area
------ Average Rate
R2 = ****
Trip Generation, 6th Edition 795 Institute of Transportation Engineers
Warehousing
(150)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday
Number of Studies: 16
Average 1000 Sq. Feet GFA: 273
Directional Distribution: 50% entering, 50% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
4.96 1.51 - 17.00 4.05
r1_a_ r,�_a
v L- r M CUM GyUc1L1U1I
12,000
11,000 -
10,000 -
9,000 -
"c 8,000 -
w
f- 7,000
U
L
> 6,000
Cl)
0)
5,000
U
Q
4,000
3,000
2,000
1,000
0
0
-------------------
------------.....z . ...... ......
.. ...............
....-•--
x
------------------- -
. ......---•-•..---.._...
r '
. t..... ..........................
r! . . . - - - - - '
x
. .....�r .............................. ......................
x. �
X
..x..................:.
x
x
X Actual Data Points
1000 2000
X = 1000 Sq. Feet Gross Floor Area
Fitted Curve
Fitted Curve Equation: T = 3.676(X) + 350.266
------ Average Rate
R2 = 0.82
3000
Trip Generation, 6th Edition 198 Institute of Transportation Engineers
Warehousing
(150)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Number of Studies: 19
Average 1000 Sq. Feet GFA: 531
Directional Distribution: 82% entering, 18% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
0.45 0.21 - 1.93 0.74
Data Plot and Equation
1,300
1,200
1,100
1,000
900
W
2- 800
a�
700
L
41
N 600
m
co
Q 500
I I
~ 400
300
200
100
0
72� --------
------------------- --- --------..,t-..........-
X
.......................... ---------------------------,-.........................
X
................ .......... ............. .�.. ........ ...................----
.......... ......... ....... ...... ...--...
X
X
. . . . . . . . . . . . . . . . . . . .I- . . . . . . . - - - - - - - - - - - - - - - - - - -'- -
............... .......... .................... .......................-----------
- --- -------------------------------------- ------------
--.... ..e.......... X... ,
X ;
x"
x.....-----
0 1000 2000 3000
X = 1000 Sq. Feet Gross Floor Area
X Actual Data Points Fitted Curve ------ Average Rate
Fitted Curve Equation: Ln(T) = 0.707 Ln(X) + 1.148 R2 = 0.79
Trip Generation, 6th Edition 199 Institute of Transportation Engineers
Warehousing
(150)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 22
Average 1000 Sq. Feet GFA: 406
Directional Distribution: 24% entering, 76% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
0.51 0.17 - 1.66 0.83
Data Plot and Equation
F--
1,500
1,400
1,300
1,200
1,100
1,000
900
800
700
600
500
400
300
200
100
0
0
.......
�.
'X•----------••---
................................................. .a•:�..-...--..-..-..........
----------------- ............... ....... -- . ----- ..........
X '
-•• ------------------ ----------------------
X------. ... ........................ ..........................
.......... ......... .......................... .........................
X , X ;
............ - ----
X
X Actual Data Points
1000 2000
X = 1000 Sq. Feet Gross Floor Area
Fitted Curve
Fitted Curve Equation: Ln(T) = 0.754 Ln(X) + 0.826
------ Average Rate
R2 = 0.69
3000
Trip Generation, 6th Edition 200 Institute of Transportation Engineers
General Office Building
(710)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday
Number of Studies: 78
Average 1000 Sq. Feet GFA: 199
Directional Distribution: 50% entering, 50% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
11.01 3.58 - 28.80 6.13
udLd riUL CUM F-yuduU11
15,000
14,000
13,000
12,000
11,000
10,000
9.000
8,000
7,000
6,000
5,000
4,000
3,000
2,000
1,000
0
. . . .. . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . _ ...
. . . . _ . . . . . . . . . . . . . Y'_ . . . . . . . .
. . . . . _ . . . . . . . . . . . . . . . .. - _ . .
..... ._. ._. .... .-- .... ...X. ........ ... .... .... .. ..
- .. ... ... .... ._. .e.. .... .... .. ... ....
._. _.. .... ..... -X.... ... ... ... .... ... ......
.' X
.. . . . . . .�(X. _ . .�{. i� X . . . X.'. . . . . . . . . . . . . . . . : . . . . _ .
7,C.,X'
-- ..X., ... ;.X .. ... .... .... .... ..
XX ,ice .X X
.......... .... .... .... .X-- ---- .... ... •... ; ..
X. X
XX ,
XX
X----------------------...... .... ------
>
0 100 200 300
X Actual Data Points
400 500 600 700 800
X = 1000 Sq. Feet Gross Floor Area
Fitted Curve
Fitted Curve Equation: Ln(T) = 0.768 Ln(X) + 3.654
900 1000 1100 1200 1300
----" Average Rate
R2 = 0.80
Trip Generation, 6th Edition 1052 Institute of Transportation Engineers
u�neral Office Building
(710)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
A.M. Peak Hour
Number of Studies: 216
Average 1000 Sq. Feet GFA: 223
Directional Distribution: 88% entering, 12% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
1.56 0.60 - 5.98 1.40
Data Plot and Equation
uJ
LLI
4,000
3,000
1,000
_CD,143c) -''T C>IFF-)C�E-
!FS
............................ ---------------- ...... ----------------------------
......................... ----------------- -----------
--------------
_X
X X
- --------- ........... ....... ----------
XX
XX XX X
X
X
X X
0
X Actual Data Points
1000 2000
X = 1000 Sq. Feet Gross Floor Area
- Fitted Curve
Fitted Curve Equation: Ln(T) = 0.797 Ln(X) + 1.558
------ Average Rate
R2 = 0.83
3000
Trip Generation, 6th Edition 1053 Institute of Transportation Engineers
General Office Building
(710)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
P.M. Peak Hour
Number of Studies: 234
Average 1000 Sq. Feet GFA: 216
Directional Distribution: 17% entering, 83% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
1.49 0.49 - 6.39 1.37
uata Plot anci F-auation
4,00
3,000
w
0.
F-
Q)
2,000
1,000
0
CD- -2
X
. . . .. ...... .. . ... ... ... ... ......... . .. . . . . .. . . . . . . . . . .... . . . . .. . .. . .. . .. . . . . . . . . .
- ---------------
......... ................... ............
X
XX X
- ---------X- -X "X ......... ........... ......... ------- ----------------
XX
X
X X X X
XX
X X
X
xx
0 1000 2000 3000
X = 1000 Sq. Feet Gross Floor Area
X Actual Data Points Fitted Curve ------ Average Rate
Fitted Curve Equation: T = 1.121(X) + 79.295
R 2 = 0.82
Trip Generation, 6th Edition 1054 Institute of Transportation Engineers
Luminaires Used
TYPE QTY TEST#
1 2 L3712CM
F
3
4
3 L4300
4 L4904CM
10 M4M42F
DESCRIPTION
Spaulding, CM-M250-IV
General Site Lighting
SITE LT - MED SOFT REC HSG
FLAT LENS - TYPE IV DIST
LA MPS: (1) H S-250 HOR, 23000 L UMENS
BLST: STD, W,4 TT,S= 280
Spaulding, WLRII-MI00
Wallpack
WALLPACK-SML CAST HSG
POLY REFRACTOR/COVER
LAMPS: (I) M-100, 8500 LUMENS
BLST: STD, WATTS= 120
Spaulding, CM-M 175-III
General Site Lighting
SITE LT - MED SOFT REC HSG
FLAT LENS - TYPE III DIST
LAMPS: (1) M-175/HOR, 13500 L UMENS
BLST.• STD, WATTS= 175
mcPHILBEN LIGHT, 104/106/108-MT-(1)42TRF
STANDARD MEDIUM THROW OPTICS
CLEAR FLAT TEMPERED GLASS IN S
LAMPS: (1) FLUORESCENT (1) 42 TRIPLE TUBE, 3200 LUMENS
BLST.• , WATTS= 50
Luminaire Computation Parameters
TYPE TLLF TEST# CATALOG NUMBER/ FACTORS
1 0.74 L3712CM CM-M250-IV
Luminaire Dirt Depreciation
0.92
Lamp Lumen Depreciation
0.80
Ballast Factor
1.00
Lamp/ballast Factor
1.00
Misc Light Loss Factor
1.00
Lamp Lumen Ratio Factor
1.00
Original Lamp Rating
23000
Actual Lumens Used
23000
TOTAL CANDLEPOWER MULTIPLIER
0.74
2 0.74 L4300 WLRII-M 100
Luminaire Dirt Depreciation
0.92
Lamp Lumen Depreciation
0.80
Ballast Factor
1.00
Lamp/ballast Factor
1.00
Misc Light Loss Factor
1.00
Lamp Lumen Ratio Factor
1.00
Original Lamp Rating
8500
Actual Lumens Used
8500
TOTAL CANDLEPOWER MULTIPLIER
0.74
Prue 2
Date
Project Name
Project Number
Project File
Group Name
Power Density
Project Schedule
Feb 24, 2003
Winterberry
1056
1056.PLZ
<All Groups>
0.01 Watts/Sq. Ft
Luminaires Used
TYPE QTYTEST#
DESCRIPTION
1 2 L3712CM
Spaulding, CM-M250-IV
, een re ris
General Site Lighting��,
SITE LT - MED SOFT REC HSG`
FLAT LENS - TYPE IV DIST
LAMPS: (1) MS-250/HOR, 23000 LUMENS
BLST: STD, WATTS= 280
2 3 L4300
Spaulding, WLRII-M100
Wallpack
WALLPACK-SML CAST HSG
POLY REFRACTOR/COVER
LAMPS: (1) M-100, 8500 LUMENS
BLST.• STD, WATTS= 120
3 4 L4904CM
Spaulding, CM-M175-III
,
General Site Lighting
SITE LT - MED SOFT REC HSG
FLAT LENS - TYPE III DIST
LAMPS: (1) M-175/HOR, 13500 LUMENS
BLST.• STD, WATTS= 175
4 10 M4M42F
mcPHILBEN LIGHT, 104/106/108-MT-(1)42TRF
STANDARD MEDIUM THROW OPTICS
CLEAR FLAT TEMPERED GLASS IN S
_..._
LAMPS:(]) FLUORESCENT (1) 42 TRIPLE TUBE,
3200 LUMENS
BLST: , WATTS= 50
TEST 1, L4301
Spaulding, WGRI-M 175
Wallpack
'
WALLPACK-SML CAST HSG
GLASS REFRACTOR/COVER
LAMPS: (1) MS-175/HOR, 15000 LUMENS
BLST: STD, WATTS= 195`
'
AL SENECAL PARCEL
65 SHUNPIKE ROAD
SOUTH BURLINGTON, VT
A PLANNED
UNIT DEVELOPMENT
- Wheatley - Mayo Baker
3017 WLllaton Road LLC , � � Bassett � � Zajehowski
s� raS
;gam s tea.., .1. a6a ik 1 tY
Sheet
Title
1
Site Plan/Landscaping Plan
2
Utility Plan
3
Lighting Plan
4
Plan and Profile (Adelphia Drive)
5
Roads, Parking & Landscaping
Details and Specifications
6
Water Details and Specifications
7
Storm, Sanitary Sewer & Erosion
Control Details and Specifications
8
Pump Station
Details and Specifications
9
Erosion & Sediment Control Plan
PL
Property Plat
LOCATION _PLAN
1" = 100'
RECEIVED
FEB 2 a 2003
City of So. Burlington
Owner / Applicant
LN P, Inc.
c/o Al Senecal
25 Omega Drive
Williston, VT 05495
PREPARED DY:
O'LEARY-BURKE
CIVIL ASSOCIATES, PLC
5 ANDREW AVENUE, SUITE 5
ESSEX JCT., VT 05452
TEL. # 878-9990
FAX. # 878-9989
PLANTING SCHEDULE
SPECIE
DOTANIL NAME
NO.
SIZE
NOTE
SUGAR TYW GRAEAPPLE
MALUS —TYNE
IT
2"-2 I/Y CAL.
I, + D
JAPANE5E TREE LILAC
SYRIN6A RETILUL.ATA IVORY 51LK
6
.T'_2 V2" GAL.
B + B
—RE PINE
PINJ5 STROBUS
43
µ'_p' HOT.
D + D
WHITE PINE
PIWJS STROBVS
10
6'-8' HGT.
D a D
AUSTRIAN PILE
1IM15 NIGRA
9
8'-4 HGT.
D e D
`AMMIT ASH
".I" PENNSYLVANIGA 'SUMMIT
6
2 vT-3" GAL
D a D
GOLDEN WEEPING WILLOW
SAL IX ALGA TR ISTIS
4
2 V2'-3' GAL.
B + B
U W WHITE DIRLH
DETl.LA PAPYRIFERA
4
8' V HGT.
D♦ D
GALLERY PEAR
PYRUS GALA"YANA
6
] V2--3- GAL.
D + D
NORTFERN RED OAK
OVER RRL"A
KI
2 VY-3' CAL.
B a B
NOKTF N WHITE GEDAR
THUJA OU IDENTALI5
TT
6 - 8 HGT.
B + 6
MINT J-tZP JUNIFEK
JIMIPERUS CHItEE' 'MINE Jl1LEP
6
"- T.
3 GAL
VERMONT SUN FORSYTHIA
FORSYTHIA MANOSGHURICA
12
D"-18" T.
3 GAL
PLXtPLE IANO E RY
PRL4eJ5 X GISTENA
6
W-2e HGT.
3 GAL
LITTLE PRINLE55 SPIREn
SIIREA JAPONILA
6
D--16' HGT.
3 GAL
SYM®O1.5
pM�
LR CRADAPPLE , -- ` RED OAK WHITE PINE D'-6' HGT.,
py WEEPING WILLOW IWrtV/'f JAPAIESE TREE LILAC
/p,N�� LP GALLERY PEAR
L � p SUNWIT ASH 'f ArNIPER
V.N' AI' AUSTKIAN PINE (" ,) WHITE CEDAR
FOIt5YTH1A
WD WHITE BIRCH WHITE PILE 11-6' HGTI
SEE SHEET #4
FL3 t 5 2003
City of So. Burlington
NEW GVRB �
R I
I
I I EXISTING DVILDIMG \
\
AVF IONS INC. 1
DO KIMOALL LLG
NAT L t'
I ( o
�I°�ILfE15p �aMPE
EXISTING D'
PE Lf.0 VERT�
10' PIYE5 TO /
DE REMOVED-
R
AEW GURO
I
N
SOUTH BURLINGTON
I-L;
89 l
LOGATION PLAN
NT5
NOTE 5EE 5HEET f4 FOR LANDSCAPING DETAILS SANDLHERRY / XIREA / // 7 O RO
SE ...,+ PENCER W + / r y 350
NANCY L. DAKER / 1 L�XISTING GEDAK HE __ .'
ONIN�,DI 1 T - „ ! UILOIRD 5e, GK L _ -. t 4 fu
s
SOUTH LING FELINE \
1965
118 X 30 EASEA2NT
auiTY TR
TO T
5
ND
.327 .r.. I
TLnAp
r�
ArsNETVccDeAlGf,i IeED
LnEINE
32� \\
JOSEPH a
✓OYCE r .sEYJA 51p,1
2A�40 1 ra
S'
IRON 07
PIPE POLPO
POUND
GRRVIn — 16 Kern sip . ( - —_ a28----- —TWG sRa,ua wNrouc
L /y
M�-T /<n SPR Cie �I 329 A �'^0 �'-1' I'{.] i) _ r w-' N:W WATER LINE MID GATE vN.vE
_ 5 NEW S.WITARY SEWER S�VILE
I ' r ,nr nr Ijl ,I. m +EW voRLE w,IN
Ci ..Arl— (T14F) F r ( Kn -FV- -hEW GI. Nt!4T5.. 51N6LE SreJRY 'PKE - E NEw eLELTRic .4D rRANSrtWJER
BVtLPwN D
I-. J' +Hal r, li1Y'1 -- I y. BIKE RACK - � b,4J0 50 FT
\ Rfl
12" CEDA 1 f 1 tt, h f i25' HIGH,.', � , _. '-_ . �.. � I-+ '. /. � .�' �' t•r� f I GP if � 1 I — wRnMlp dvPoe
` lr.✓ � �� _ x " I E%15TRIG TREES
{ ) t p
III eaBTRr> TREELwE
ZANVA MAYO I I I �$' R(l S IORY , F' 3TAT'ION-
RAF
m I I'- >V4CL { AND VALV
PIT
,^ EXISlIILb � �
l k
i I I - _ 1 I - f \' • • \I CJIELSEA
PI, 5
\ ! CO""ICATION5 INC.
wr
70
/ I N Vv
wAI •,r. 3 !x JAL
1
ZONING INFORMATION
h1 D15TRICT MIXED IPD05TRIAL AND GOMAERGUL
1 Y I \\ \ MINIMUM FRONT SETDAGK 40'
I
f AI /
EGOLOO J. a l 7 I-{ L x '''...IIIf MINIMUM 51DE SETDAGK D' OR 65' ADUTTINfi RESIDENTIAL DISTRICT
OA55ETT / (�I I n P t \ MINIMUM REAR SETDAGK OR 65' ADUTTIAG RESIDENTIAL 0157RIG
CWI
IN6
HFI&
."T+- WETLAW DUFFER MAXIMUM LOT (DOV RAC5E 140
` ' MAXIMUM LOT COVERAGE
CT�: i_ ti t DurLalNGs 3OL
E� s23A l DUILDIN6s APD PARKING 70z
FRR
p
OOk fTl'f)
r Ire rwe / ; �' b7 f/ le °eAcR." oTu.l r DIR H5
LOT COVERAGE
APPROXIMATE 512E OF PARCEL
18-1 ACRES
IOOI
430b24
DUILDING FOOTPRINTS
]0.130 Sp. FT.
b.3R
ORIVE5. PARKING AND WALK5
9L733 50. n.
213OX
OPEN AREA
268,641 50. FT
623-V
O.O -31 TOTNJ H:1 G 5
A
32V , PARKIN& REOUIRSU NTS _
OFFICE GENERAL - I SPACE/250 50. FT GRO55 FLOOR AREA
455%,ayA„.� ."•M.. ti... �. �'� \ � I STORAGE AND O15TRIOUTION FACILITY, TRUCK TERMINAL.
DVILDING/ SETDAGK )// CONTRACTOR5 YARD OR LUMBER YARD - I 5-PACE/200 50. FT.
i z & OF FLOOR AREA DEVOTED TO OFFICE U5E PLUS 2 SPACES/
/
I NON -OFFICE afLOYEE PLUS 15PAGE/I COAM'ANY VEHICLE
7 / I (ANEW 3- FORGE MAI / lm 6' X 8� FENC,MTER5
\" / ON CONC. Pno ENLLOSIAtE
W. a H WHEATLEY % f go. 1 - '�,. / / li PAUL. H GHOINiERE \ 4/AE
K) EASEMENT TOI2�PINES \` 3017,m"o N/F
NF
(� 7
CITY TH
N6ION CENTERED
ALK EX15TIN6
OLRL'01 5N CENTERED
DUILDIHG
WAREHOU51Y
AREA 15Q.. PTJ
PARKING
OPPIle -OFFICE
AREA l50. FTJ gF,E
REQUIREMENT5
OFFICE
FLOOR AR
GOAfANY
VEFIILL,
A
45.600
3Q400 8 SPACES
B2 SPACES
4 5PAGE5
D
WA
9.430 WA
38 SPACES
WA
E IOEW
'� �,,\ I AM c\ __ ' _.._._-\ ` / / •N"�Sy �_I.. / ram%- III TOTAL REQUIRED SPADES 102
% MOVIN& EARTPL TOTAL SPADES PROVIDED X2
MOVING ORP
J'a
IX15TING d/ILDING oa>F nmslaP uY
a-n-m sRxeM. RRYDIaN ove
/ - I ! 9MKY OaIE
'� -P I I --7T (- i I t -1_� t, i \ II � � _/ r'' I `� I .♦ .0
0nf nI,,(,A 4�Roecn p �Nof
ou/0: SENEGAL GROWN
p
.,�\� °`1e DVR/P✓o lOa3
GRAPHIC SCALE q ,.4 r 65 SHUNPIKE ROAD
A Paw O i.FARY—BURKE
SOUTH BIIRLINGTON, VT
L \ son "n am CIVIL ASSOCIATES, PLC 083-51
11 III % N Y
f \ ( `4clsme \�� 5 ANDESS AVENUE, BUTTE 3
Dt F� > i® E�;.• PHONE,
JCL, u 51 TE PLAN 1
1 inch s 40 4t. A"it, 111% i''4O' PHONE: 878-9990 --- ---. _..
---' -' - FAX: 878-9989
GN14A41TION '1WIAT-
AREA NA6E DIMENSIIX45 GRID NNE AVE W% MA%JMIN WIN
517E NEW GRID <+> 11 1[8 553.1 55.6
TYP
SYNBR
DESCRIPTIR4
LAM'
LUMENS
KUNTING/BNLAST
LLF
0TY
A
SPflIGRI -MNG D' WALL 6111w
I' Wl75
to M5-riwm
ww
074
13
B
SPIIl9.DING 250W T4 5WE
Ifl 2 7MZO_IV
to MS-250hfOR
2.9J00
PaE
I' BASE
0.14
4
O
SPAO4.DING 250W T4 OOUELE
121 Y GB-M250-IV
�'�
2m00
POLE
7 POLE
0.74
4
SPEAKER W.
NANGY L. BAKER
N/F
J05EPH 5. a
JOYCE M.
ZAJf.,HOW5K1
N/F
A. MAI
WF
CORDON E
ELAIAE J.
BA55ETi
WF
W ♦ H. WHEAMIFY
N/F
c aoNwG NiRwr'
IH
I t
I I
I
$i
kZZ
4�
r
O
Ll ,i
I
!2O KlMBALL LLG
WF
A n
THE CONTRACTOR SHALL NOTIFY 'OIGSAFE' AT
I-888-DIO-SAFE PRIOR TO ANY MAVATON.
�e
EXISTING BVILDING
l�
10
W,
CFEL5EA
CO~ICATIONS ING
A!/F
LE&ENQ
IARGEI. PROPERTY LINE
- ADOTTQ PROPERtt LINE
LINE
------------- PROP a 7 G9GEId(
� IRON PIPE Fd.Ph7
• GpwRETE NON- Fw
�j E%ISTING TREES
,�.��� � E%ISTING iREELIK
O PROP�Ep 6UILOING NiOLNTEP LIGNi
6• ROPOSED POLE NOIA{iFD LIGHT
u�a PROP09E0 POLC M0.WTED LIGHT IPOUeLEI
0,b5 0'70 019 0.47 ,'51 a; 3
014 0.81 22 115 62 0,89 0+4 x X . -- 4.- - - - -" �D�LLP �-
1 G SE'(�AGK LINE ___�
GEDM HEDGE (• '� ' '�"�^- 0. .18 2. 2 292 2.44 0.42.
RI /ZONING DISTRICT 16 j I 227 0 287 91 237 0.52
IG 915T'K ✓�~ J BUILDING 5E7DAGK 41NE _.. t;b ---
- - _ 0.09 014 0,79 0 4 109 +0� 082 01
I + +
L--- &51-fl.53- . tl 0,34 0.15
+ ' T + + i, + + + + + + V
0,31 0,94 215 I86 074 004_015-0.�-�. tc +, + ,i + ,.? Up 0.20 0.16 0.14 O.cS 41 016 0.23 020 016 1
4, 51 U1 .1 043 0 7 ID 3ta6 ? 4 9 0�2 0.9 .3 0 4 G. 030 O.c' 0.1< 0,21 04P 94 107 86 0.08 0.24 0.12 0.54 027 079 071 0,29 031 01
� + + + + } i i + { } i + I + { T + + f + } } } + + + + + + 4 ! 4 } + i + 4 15
a ,14 1,37 331 307 110 057 0.38 085 085 116 1.38 1.06 0.67 123 0c7 I, 3 214 {(i8 U.�30 100 !1J6 0.91 103 0.96 0,7 069 C.41 0.19 0,52 0.96 2.30 2.93 2.31 1.10 016 0,63 1,44 285 .52 0+7 021 �
4
1.0U"'b"
'1�O4352. 4'7 5 6 '2.81 2.1 127 J I L�19+ , 7 1.0 94 11 2.1&2�'71
.01 1.8 1�75 006 033 0� 1.2 �27 L` 0 }l 0, �6G 3 329 L4, + + + + + I { + 4 + + + + +!18xul1-11t 505 86 29 2.53 0.48 D45 .13.56 9.96 I 7.38 2A ARPA
{ r + + r + 1 r r a r 1 } r + +20SC 2: ,3 62 337 26 0 70�, 4 L'.3 13 3b91 2.L 2.26 0�37 U.4 1.08 33 7.11 .�6 2. �H 0 3 0. �61 8 7 6�88 3D t J I
i
0.1 034 0330 036 0T Ot32 051 L10 111 1,39 198 I,'7 0.97 090 031 0�2fl 025 0,19 11.25 076 113 150 .19 197 1.23 16 020 0.55 0.00 207 313 2.58 113 0,49 030 0,83 1,78 3.35 322 19, , li avi�o50 e`IGe
a 9�0 3(2 FT
01 1I4 { ? (04 7 I O 10 J. 5 0 } 1 .56 0. 8 08 .85 0, 5 02 J, 6 0.9 . 93dol 45 096 1.1h 0 5 0.3 31 0 A 1," '.G7 2 8 10 1 11T ++ + + + + F + + GHELSEA
O1S 022 O.IU 0 0 018 0.14 061 r..awTmlGAnorrs INC.
t WF
gam^
004 006 C.39 613 4{4 y�35 2"u 3 0 I ��. � '�'
l
FEB 2 5 2.93
y \ I 3011 WILLISTON ROAD LLG fl , PAIL H. C INIEKE �J City OITr
So, Burlington
< 89
e.
- /
EMPLOYEE PARKING, f 7
wr
5TORA11
E DISPLAY /
\� IGRAVEL) / / EXI5TING BUILDING °A2 AfNSION [
/ % I
A a A o .R9w PA ARN Rr a SENEC AL / DROWN
o s cN� G nri
GRAPHIC SCALE ��� ° Lr+ �; s/PJO 65 SHUNPIKE ROAD
o _ 3 N,. OTEARY-BLTRKE SOUTH 5URLIN&TON, VT
37' p " " °� CIVIL ASSOCIATES, PLC
---" v. -
i f ,�ISNIB ale DWB/PJO 5 ANOREW SfN1E 5 VT L I &HT I NCB PLAN
3 i h- ESS4014t. ,APAI�111� IA 1'.40' PHONESB 8 XT,-9990 - -
FAX: 878-9989
S
I
'I
I COWAO �TIONS INC.
ti0
I EXr5TING EDGE
II
I OF GRAVEL
STATION LH29
I'$
or
FOJ N"160 P AL B
UTILITIES
E E E
'� K14M
II !N M•W 3 11•N
I ADELPHIA DRIVE
urea
1•- —J
—I
— —W— — I EA731'IAIi�• u sa or W— —
'
Q
PROVIDE UOIXLXAIN
1
x
IOU
I
CLEANO TS AT BEGINNING
OF LINES IINV. 4' BELOW
CENTERL/TUT BRACE,
A<
u
'
I
REMOVE EXISTING
I 0
GLOW -OFF AND
AWC NEWWATE6LE
I
C.I.O I
I
LEGEND
PARCEL PROPERTY LINE
O
— ADVTTER PROPERTY LINE
SETDAGK LINE
-----.--------- SETBACK LINE
W N NEW WATER LINE AND GATE VALVE
5 NEW SANITARY 5EWER SERVICE
FAH-- NEW FORGE MAIN
E NEW ELECTRIG AND TRANSFORMER
— — — — — — — WETLAND DUFFER
EXISTING TREE5
EXISTING TREELINE
I FINISH GRADE CONTOUR
--- -- - - --- 31P,-- - - -- - - EXISTING GROUND GONTOLR
340 I
336
332
326
324
320
�zm
I
I
EXI5TIN S II /
I I-
I � I
A I
II xI� I
CURD
k
ID' X TO THE
Sd CITY
crT I'I
PR TOE S
'IN•327.5" C _'; - _ Ty�ED GIRB SOTH DIA2LIVLINGrQY I
-3a8 _ _ --
TING 2' / 5
1 —4._
I�7n"NVOU'r-32761-
STREET 160' O.0 \
PLAN
1'MO'
PVI 5TA • 14q0
PVI ELEV 330.72
AD. • 0.46
K • 2M35
Cww 1L I
0
_w 8- C- 62
'p
OMT
EX1571NG PINES
ITO BE REMOVED)
I
n
mi
3OW"
LOW POINT ELEV 326.47
LOW POINT 5TA 16'S0
PVI STA • 16•50
C j l l l� lii 11
^"
I 1 i /
M
---_
54TION
PA
_
LNH29
OF EXISTING
ANO
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6
y
7
O.1
m
_WA
A 7EDPLIA!
•may
CONSiRUWr TED
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6RADE
`UOERDRAIN
�_____ �
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T
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--'---
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2.
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>
TO CATCH
SCR 35 PVC
CI.EMIOVT
SON
SOL
J
TIONS
TO BE
EX
STING
e CL 31
DI W:A:r NAE
EM y"
e DI WATERL
CT
NE I
H
PROFILE
1'•40' H
r•4' V.
340
330
332
326
324
320
FEB 1 5 2303
City of So. n
� A
A'NNNIII ITT,
GENERAL GMTRUGTION 5PEGIFIGATION5
/) UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST
AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR
COMPLETE. CONTRACTOR SHALL VERIFY EXACT LOCATION OF
EXISTING UTILITIES
TI I TIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN
HEREON. CONTRACTOR SHALL VERIFY NEW TAP LOCATIONS AND SHALL
CONNECT ALL UTILITIES TO NEAREST SOURCE THROUGH COORDINATION
WITH UTIU_ OWNER.
2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND
REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES
NECESSARY TO COMPLETE THE WORK UNLESS NOTED ON THESE PLANS
CONTRACTOR SHALL REMOVE ALL TRASH FORM SITE UPON COMPETWN
OF CONSTRUCTION. ANY SURFACES, UNES OR STRUCTURES WHICH
HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE
RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY
WERE FOUND IMMEDIATELY PRIOR TO BEGINNING CF CONSTRUCTION.
3) SEE DINER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL
DETAIL$ REO/IREMENTS AND SPECIFICATIONS.
4) ALL WORK SHALL BE NN ACCORDANCE WITH THE 1990 VERMONT
AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
CONSTRUCTION, THE CITY OF SOUTH BURLINGTON PUBUC WORKS
SPECIFICATIONS AND THESE PLANS
5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH
NOTE /4 ABOVE. ALL EXISTING PAVEMENT MARKINGS CONFUCTICN
WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR
BURNING,
6) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL
TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT
NIGHT, PEAK -HOURS. AND WHENEVER POSSIBLE DURING ACTUAL
CONSTRUCTION ACTIVITIES. IF DEEMED NECESSARY BY THE OWNER,
MUNICIPALITY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER
SHALL DIRECT TRAFFIC DURING PEAK HOURS. TEMPORARY CONSTRUCTION
SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR
IN ACCORDANCE WITH STATE AND TOM STANDARDS
7) ME CONTRACTOR SHALL BE RESPGNS18U AT HIS OWN EXPENSE FOR
ENSURING THAT THE OUST CREATED AS A RESULT OF CONSTRUCTION
DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN
DEEMED NECESSARY. THE CONTRACTOR WELL BE REWIRED TO NET
SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM
CHLORIDE, OR SWEEP THE ROADWAY WITH A POWER BROOM FOR OUST
CONTROL
8) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE
OF STARTING ANY WORK, CUTTING PAVEMENT, BEGNNNG THE
INSTALLATION OF ANY UTILITIES. BRINGING IN ANY NEW GRAVEL
OR STONE FOR THE NEW BASE, PAYING, ALL TESTING, AND FINAL
INSPECTION, IN ORDER TO ASSURE COMPLIANCE WITH THE PLANS.
9) PRIOR TO BEGINNING CONSTRUCTION. ALL MATERIALS SHALL BE
APPROVED BY THE ENGINEER.
10) ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY
COMPACTED TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE
CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, AND
SHALL BE TESTED AT 500' INTERVALS. UNLESS OTHERWISE SPECIFIED.
11) BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95R
OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. A MINIMUM
OF TWO (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S
EXPENSE. UNDER EACH RUN OF PIPE PRIOR TO INSTALLING THE PIPES.
THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS.
12) THE HAYBALE DAMS, SILT FENCES, AND DITCHES SHALL BE
MAINTAINED AND REPAIRED BY THE CONTRACTOR AFTER EVERY
RAINFALL OR AS ORDERED BY THE ENGINEER UNTIL ALL DISTURBED
AREAS HAVE BEEN PAVED OR GRASSED AND APPROVED BY THE
ENGINEER, THE MAINTENANCE OF THE EROSION CONTROL DEVICES
WILL INCLUDE THE REMOVAL OF ANY ACCUMULATED SEDIMENTATION.
13) THIS DESIGN MUST BE INSPECTED BY O'LEARY-BUWE CIVIL
ASSOCIATES. PLC, ESSEX ,UNCTION. VERMONT. TO ENSURE
COMPLIANCE WIT" THESE PLANS, O'LEARY-BURKE WAIVES ANY
AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT ARISE FROM
FAILURE TO FOLLOW THESE PLANS SPECIFICATIONS AND THE DESIGN
INTENT THAT THE PLANS CONVEY, AND FROM FAILURE TO HAVE BEEN
NOTIFIED BY THE CONTRACTOR TO INSPECT ME WORKS AND TESTS IN
PROGRESS,
14) ALL SLOPES, DITCHES AND DISTURBED AREAS SHALL BE CLEAN, GRADED SMOOTH
AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.
15) SEE ARCHITECTURAL PLANS OF ME BUILDINGS
&RADAT I ON REQU IREMENT5
MATERIAL
SIEVE
PERCENT ID
SIZE
PA55IN6
SAND CUSHION - VT 5PEC, 703.03
T
100 x
I VT
'ID -100 x
vT
70-q0 x
04
60-IDO x
/100
0-20 1
0200
0-82
GRAVEL FOR 5UDBASE - VT SPED. 6704.04
04
20-60 1
0Kb
0-12 x
4200
O-61
CRUSHED GRAVEL FOR 5UMDASE
T
*0 1
VT SPEC 704.05
1 VT
'ID 100 x
44
30-60 1
4100
0-12 x
4200
O-6 IT
DENSE GRADED GKUKHM STONE
3 vT
100 x
VT SPEC 704.06
3'
90-1001
T
75-LOOS
r
50-002
I/T
30-601
♦4
I5-402
a200
O-6 x
1 1/4" THICK TYPE HI
%FINISH COURSE PAVEMENT o
PAVEM2 VEM THIGH TYPE II BASE COURSE
ENT.
CONCRETE
I IIoLwWwwW l 1/4"/FT. CUft8
1•A ale ,
:< l —1 r
8 PERF. PVC SM JS (ASTM F758)
OR 6" PE (AASHTO M294-9 TYPE S). MINIMUM
' OVERLAP
OFFSET PIPE 1SFROM CENTERUNE \ `C
DEPTH AS SHOWN ON PLANS OR 12' THICK SAND BORROW SUBBASE PER
4' BELOW FINISHED CF, GRADE. VT STATE SPEC. y703.03A
MIRAFI 5DOX FABRIC MASS LEDGE
(OR APPROVED EQUAL) I PAYMENT LIMIT
18' THICK DENSE GRADED CRUSHED STONE
(Vi STATE SPEC p704.06) OR CRUSHED GRAVEL
Vi STATE SPEC 0704.03 SUBBASE
FA MIN
O WA
MINIMUM WIDTH
6'+ PIPE DNA.
NOTES:
4 TOPSOIL
(TYPICAL)
MINIMUM 12' FABRIC OVERLAP
UNDERDRAIN WITH
3/4" TO 1 1/2"
CLEAN STONE
WRAPPED IN MIRAF)
14ON FABRIC OR EQUAL
UNDERDRAIN TRENCH
LEDGE PAYMENT UMIT-
2' + PIPE DIAMETER
1, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN PUBLIC
4. WHERE LEDGE EXISTS IT SHALL BE SHATTERED TO 12' BELOW SUBGRADE.
WORKS REQUIREMENTS. THE VERMONT STATE STANDARD SPECIFICATIONS
FOR CONSTRUCTION, AND THE APPROVED ENGINEERING PLANS AND
5. YELLOW OR ORANGE WARNING TAPE SHALL BE BURIED 15" ABOVE ALL GAS,
SPECIFICATIONS.
ELECTRIC, TELEPHONE AND T.V. LINES
2. EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS
6, PRIOR M INSTALLING THE UNDERDRAINS, THE FABRIC AND GRAVEL,
OF PAVEMENT WHEN ME FINISHED COURSE IS NOT PLACED WITHIN A
THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION
REASONABLE AMOUNT OF TIME OFF THE BASE COURSE PLACEMENT.
OF THE SUBBASE SOILS, THE CONTRACTOR SHALL FURNISH A LOADED
DUMPTRUCK FOR TRAVELLING ON THE SUBBASE WHEN THE ENGINEER
3. THE ROAD FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 1,0%
PERFORMS THE INSPECTION. THE CONTRACTOR SHALL OVER -EXCAVATE
IN UNSUITABLE SOILS AND ADD ADDITIONAL SAND BASE AS REQUESTED
BY THE ENGINEER.
TYPICAL PU5L I C, ROAD
CK055 - 5ECT ION
NTS
SIDEWALK RAMP �$a
TEXTUREDA 1/8" REVEAL
'`55 /ROADWAY SURFACE
8.1 ; MAXIMUM
;=Jtio!_LJtio, A -AA -A CURB
SIDEWALK
2 —F
AN
SIDEWALK
RAMP
(TEXTURED)
-t NIRETE CURB
SSssg {1o_B1LioW B-13
NOF4ALK
SIDEWALK RAMP MAIM -W FLASH
• SOEWALX RAMPS SHALL BE INSTALLED
AT ALL STREET INTERSECTIONS WHERE NEW
SIDEWALKS AND WRBS INTERSECT.
.. . .rA • MAXWUM DCBRM E RAMP SLGPE
V
SINGLE RAMP ON TANGENT,
NARROW OR NO GRASS STRIP S' THICK 3500
51DEWALK RAMP
N15
P.S.I. CONCRETE
2',
WAD( 4"TOPSOIL
i, 5.
8' CRUSHED
GRAVEL BASE
(VT. SPED.
704.05-FINE)L�
ALL EXPOSED SURFACES TO RECEIVE 2 CARTS
OF AN ANTI-SPALUNG COMPOUND.
TYPICAL 51DEWALK 5ECTION
NT5
NOTES
1) CURB BJG SHALL BE CONSTRUCTED IN 1N SECTIONS
WITH 1/8' JOINT BE WEEN SECTIONS
2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY
20' AND SHW1 BE CONSTRUCTED OF MATERIAL CONFORMING
1/Y RADIUS O MSHIO DESIGNATION M-153
( 1/2" SPONGE RUBBER OR CORK. )
C 3) OF AN ARTALL I�SPAWNCE COMPOUND. S TO RECEIVE 2 CARTS
EMULSIFIED ASPHALT 1/4' RADIUS
, 7 t/YRMN� TAPE R T -
8" T
3.500 PS COMORETE
END AREA - 0.W4 S.F. IB' ''j�
_ 10• J
/,I INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMINATES
.. gJ
CONCRETE CUKI5
NT5
T
CONCRETE
LAN05CAPING 5PECIFIGATION5
a' TOPSOIL
ALL D15TURDED AKEA5 SHALL M STAWLIZED WITH SEEDING, AND MULCHING PRIOR TO NOVE'AbEK
I OF EACH YEAR. ANY DI5TURCED AREAS SHALL DE IMMEDIATELY 5EED EDAND MULCHED WITHIN IS
DAYS. ANY WORK PERFORNEO AFTER OCTODER I OF EACH YEAR SHALL DE STABILIZED WITH MULCH
SEE SITE PLAN
OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL M INEDIATE2.Y 5E1DOED AND KO"CHIED
FOR GRADING
AS SOON A5 WEATHER PERMIT5 IN THE 5FRING. ALL DISTURDED AREAS SMALL RECEIVE A MINIMUM
22
HWIDE�-
FGEOi..W OF PS
TOOIL AND DE SEEDED. FERTILIZED. LINED, AND MULCHED IN ALLORDANLE WITH THE
T.
1, SEED MIX IN ALL AREAS SHALL DE L"M MIX CONFORMING TO THE TADLE SHOWN
a12" DENSE GRAG&D,CNUSHFAD STONE
ST'o SPEQ
n
u d
ON THE PLANS. FOR 5EEOING MTWEEN 5EPTEMDER I AND MOVEAE,EK I. WINTER
RYE 5HALL DE USED AT AN APPLICATION RATE OF 100 POUNDS PER ACRE,
MINIMUM 12' FABRIC OVERLAPFERTILIZER
2 FERTILIZER SHALL DE STANDARD CIDMS RGIAL GRADE CONFORMING TOM STATE
12' SAND CI15HI5)1N $TA7E $PEG
LAW AND TO THE 5TANDAR05 OF THE A550CIATION OF OFFICIAL AGRIWLTURAL
i0103
CHEM15T5. DRY FERTILIZER. IF USED. SHALL DE APPLIED AT THE RATE OF $00 POUNDS
PER ACRE. LIQUID FERTILIZER, IF USED, SHALL DE APPLIED IN A 1-2-1 KATIO WITH THE
4' PERE. PE
MINI" RATE TO INCLUDE 100 POUNDS OF NITROGSK 200 POLMD' OF PHOSPHATE.
3.5' BELOW FINISH GRADE
AND 100 PONDS OF POTASH PER ACRE.
MIRAFI SOD% SEPARATION CON1RACigN SHALL NOTIFY ENONEER TO INSPECT
FABRIC OR APPROVED EQUAL SUBMADE W. BEFORE PLACING ANY GRAVEL
SEE PLAN FOR LOCATION
3, LIMESTONE SHALL CONFORM TO ALL STATE AND FEDERAL. REGLLATIONS AND TO THE
STANDARDS OF THE AS SOG IATION OFFICIAL AGRICULTURAL CHEMISTS. THE LIMESTONE
SHALL DE SHAAPPLI® AT A RATE OP TWO TONS PER ACRE M AS DIRECTED.
NOTE: DETAIL APPLIES O AREA 7 AS SHOWN ON SHEET 8
4. WITHIN 24 HOVKS OF APPLICATION OF FERTILIZER. LIRE, AND SEED, THE SURFACE SHALL
UNDERDRAIN WITH
3/4" TO 1 1/2'
DE ",OHM WITH A HAY MUCH MUCH 5HAL1. DE SPREAD UNIFORMLY OVER THE AREA
AT A RATE OF TWO TONS PER ACRE OR AS OROERED DY THIS ENGINEEIL
$LOPE TO MINIMUM WIDTH
CLEAN STONE
WRAPPED IN MIRAFT
ORIGINAL 6'+ PIPE CIA
14ON 14ON FABRIC
� ROUND
URBAN MIX 6RA55 5EED
3 \
PARKING/ROADWAY AREA
D
X BY WEIGHT
L85. LIVE 5EF-0ETAIL
TYPE OF SEED
PER ACRE
NT5
37.5
45
CREEPING, RED FE5CUE
31.25
37.5
KENTUCKY BLUEGRASS
WINTER HARDY, PERENNIAL
31.25
37.5
RYE
1 00
120 It LIVE 5EED PER ACRE
2 STRAND TWISTED 12 GAUGE
GAL. WRE ENCASED IN 1' MA.
RUBBER HOSE
(2 TO 3) 2" X 2'
HARDWOOD STAKES DRIVEN
(MIN. 18') FIRMLY INTO SUB -
GRADE PRIOR TO BACKFILLING,
WEN REOUIRED (SEE NOTE 02);
STAKE ABOVE FIRST BRANCHES
PLUMB TREE TRUNK
OR AS NECESSARY FOR FIRM
SUPPORT; STAKES SHALL BE
CAPABLE OF STANDING FIRM
3" MULCH - DO NOT
FOR AT LEAST ONE YEAR
APPLY AROUND TRUNK
FORM 4' SAUCER
AI JP
rl._I
CUT AND REMOVE WME
MESM BASKET, ROPE AND/
UNDSORBED SOIL ,
UPI
TOR BMLAP OP 1/3 A roFRW
I W
DACNFILL WITH EXCAVATED SOIL TIT-
AMENDED WITH FERTIU2ER I
->L-_I�"�
4RL-� -' dJ 11
BREAK APART SHO OF
AT A RATE OF 10 POUNDS PER .mILTHu�i
10 POU
AND BLEND PLANT MO
AND BLEND PLANT MIX
CUBIC YARD OF SAIL, WATER AND
TAMP ro REMOVE AIR POCKETS
DIN..
2 K BALL DNA.
WITH DE STINGOIL SOIL TI
PROVIDE SOIL 1NANSTON
NOTE:
I. PLANT TREE SO THAT OP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE.
2. STAKING AS REOARED ONLY IN SITUATIONS WERE TREES WILL BE SUB.ECTED TO NWOY
CONOTIONS AS DETERMINED BY THE PROECT LANDSCAPE ARCNIIECT.
3. TREE$ SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING,
4. EX HE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE. STRING AND SURVEYOR
TAPE PRIOR TO PLWTING TO PREVENT GRDUNG.
SEE MAMFACTU.ERS
DETAIL SHEETS
FOR REQ'F
DOLT PATTERNS
FINISH GRADE
i4 REDAR
4 HORIZ DABS
W 5 VERT. 5TIRKU.P5
2' 5CH 40 PVC
CRDUIT
6 LONG COPPER
GROUND ROD WITH
46 COPPER WIRE FOR
CONNECTION TO POLE
TYPICAL LIGHT POLE
FOUNDATION (PAVEMENT)
NT5
TREE PLANTING
SEE MANUFACTURERS
DETAIL SHEET5
/- FOR READ
DOLT PATTERNS
2 FINISH GRADE
44 REDAR
4 HKMIZ BARS
W 3 VERT. 5TIMUR5
48' 2" 5CH 40 PVC
C-0/DUIT
= ff
24'
II I 6 LONG COPPER
GROUND ROD WITH
46 COPPER WIRE FOR
C,OMECTION TO POLE
TYPICAL LIGHT POLE
FOUNDATION (15LAN(D)
NT5
PLANT SHRUB
AT SAME DEPTH
AT WNGJ SI-RL6
HAD PREVIO SLY
GROWN
CONSTRLICT 3' SAUCER PM AROUND EACH PLANT /
T LAYERR OF APPROVED SI-REDDEO BARK MLLCH �Y'(
CONTINUOUS. LAYER WHEN USED N SI-RUEI BEDS
LNDERLAY WITH BLACK WEED BARRIER FABRIC
FEB 2 5 2033
LOOSB`L CUT. E REMOVE
BURLAP FROM TOP 2/3
OF ROOT BALL Ci of $ gton
13ACKFLL WITH APPROVED
vsk TOPSOIL PLANTING MO(TLQE
�r
1, 1
5HfZU5 PL ANT I NG
NT5
L_J-
22 FT. - 100 W
SPIN LDING
OJ-M25O
TYPE IV OISTRIBUTION
230 WATT METAL HALIDE
22MOUNTING HEIGHT
SET TOP OF FOOTING
S" ABOVE FINISH GRADE
`PROVIDE Y CONDUIT FOR
ELECTRIC SERVICE
LUMINARE DETAIL
(51N&LE OR DOU15LE)
M STOP
FLANGED CHANNEL
8' STEEL POST
O IX{WND VT. SHT. E-121
5TOP SIGN
NT.5. VT. 5HT. E -143
1�
RESERVED
PARKING
8' TO ^—FLANGED CHANNEL
GROUND STEEL POST
VT, SHT. E-121
HAND I GAP 51 GN
NT5
7 �_
J
Udwn � j
HANDICAP ACCE551DLE PARKING
NT5
WATER 015TROUTION 5PECIFICATiON5
II GENFAAL.
CONTRACTOR SHALL FROv10E A X AND 1 1- EN PVC MARKER AlPIROO A DY M
ENG1NMSt AT ALL GATE VALKS. CURD STOPS. AND AY THE FOND d WATERLINES TO A PoINT 51% INCINES
THIS ITCH SHALL LONE HST d M LADOR EWIf11ENT. AND MATRIAL EEWRID fpR M
bl ADOVE FINISH GRADE. M MARKER SHALL DE SEATED SECURELY INTO THE ISROND.
[.ORLLTE LODTRVLTION OF THE WATERMAm5 AND SERVICES WHICH SHALL VILLUDE C%LAVATIOK
MGKIILL1NXr, FIFE VALVES, YCE4, HYDRA 1 ELBOWS, R®1K. 1 AND ALL OMR AVURTENNYlS
NELE55MY FOA A LOIFLETE WATEUA.IN SYSTEM AS INDICATED ON M LEPTED 01thAN Mh. ALL
-IT,
L. FIELD TEIT-
WiRIALS - INSTAL 1- SHALL al -MOVED DY THE LOCAL M.WILRAL WATER AU
EX.IXfT AS OTHERWISE DRELT�D. ALL FRELIES SHALL FIFE-INES LAID IN
EXUVATION OR D(COED W CONCRETE SHALL DE TESTED M OEDACKFNLNA
!7 WATER PIPE NATRIALS
DY THEPLACING OF
CONEAE ANDMY CTROSED FIFIIIG NNUI- DE TESTED MId TO FIDI> FAWYNAS - WMILIOR
pULTRL WON PINE
SHLLL PUNISH ALL GAUGES TESTING PLUGS, CMS, AND ALL - NF SSMr EWIFL XI AND LABOR
RE
ISHILL CE A MIl- DIALETR d EIGHT I_ b1 AND CONFORM TO CURRPl1i A-.
TO FCRFORM LEAKAGE AND MESSURE TEST IN SECTIONS AN d APPROVED lEN6 EACH VALVED
Clq d ANSI-FICATION NUE. PUSH -ON JOINT PIPE SHALL BE MININN THILRI I
°CLTION R A MAXDAAI OF ONE -AND NIT R0001 d THE FIR SHALL Ea TESTED ALL
CLA55 I PUSH-- JOINT ACG I-- °If1ALL CONFORM TO MPG..- R[,UAAE- d
AWWA I'll OR ANSI SPECIFICAT- "III
MESENCa OFM ENGMLER.
PIPE SHALL DE CEOT MORTAR -LINED ON THE INSIDE IN ACCOROANLE WITH AWWA CD4
OR M -I-E TES,. M LONTRACTCR SHALL OEKLOP AND W w 200 POIAda IFI[
d ANSISFECIFILATION - EXLWY THAT TE LEMNT-I.- THIUUE51 SHALL NOT DE LESS
SCNJARE INCH Pd TWO KRRS. FAILURE TO NOD M CEI.-TIED IRESSLIRE Pd M TWO-HIOUR
THAN YIREE- SIXTPPZRRIK ElHI D1161 A RUS TOLERANCE OF Oa-CIGHTM INCH IVDI WILL De
FERMITTED.
PERIOD CONSTITUTES A FAILURE OF M 5EGTION TESTED. THE LCMAGE TEST MALL DE FERFORMED
CONLUMRTLT WITH M PRESSURE TEST. CREAAS M TEST, THE LOTRACTOR SHALL MASU E M
NG PII°E
QIAITITY OF WATER REWIRED rO MAINTAIN RE TEST FEE—LEAX.IOC SHALLHOTEXCEED TINEFINE
SHALL EE A MAH DIAMETER d EIGHT - bl AND CPET(KNI TO CUOUNr
WELlF.-TON CW, LLMS CA w A SOR RATIO d b. PIPE JOINTS SHALLDC M FLDH_CN
iFOt
WMTITI GIVEN by,
WITH RIAK1e RINGS EXCRt Jp1MT5 AT F TTM65 Np VALVES WHICH SHALL DE NECHMILAL
JOmYS. WATER III- SUPI I TO ROUTINE 111ESSIRES EXCE bb - F51 SHLLJ. USE GLASS OOD rRC.
L >D ISGUAAE RW, OF rl I UJ,00
LJ FiTT1-
WHERE LLP.IiXAGE IN 6A.LODMOE
5 LENGTH OF nralK
DIKN IRON FITTINGS SHALL DE EtlOT-LINED, HAK JDO POUD> WOAUW6 FRCS>LRE,
n ND DC
lfISTED
D DIAMETER d IRE Lw.HES
I KRAGE TEST FREsSURE f51
A
w n'M HUE! W AND C TI R L-UJ FOR COfALT I51 A-
LHIAHIICAL JOM Nits AND DOLTSA SHALL DE HGH STRCNE TA Low ALLOY STEEL PR ANS
alll. DUCTILE IRON F HISS LARGER TVN TWAK WOES IDl SHALL INK A STANDARD EDDY
ALL TEST W6 SHALL al CONDUCTED IN ALCARDANLE WITH AWWA L-GOO LATEST REv1510N
SHOLLD
LENGTH COIN, TO - a50 CA5T IRON FITTINGS, LAST IRON CLASS ZSO FITTINGS WILL DE ALLOWED
IN LEU OF OULTIL£ -ON FII - W SIZES LARGER THM TAe IN[.KS Itl1
ANY SECTION d M PRC FAIL EITHER M MESSUE OR LEAKAG[ III_ M CONTRACTOR
SHALL DO E-YTHRE, NECE55AKY TO LOCATE AND RVAIR d EF.ILACE Tl DEFECTIVE PARE. FITTINGS,
M RErAWR El- OR M APPROKD EWAL SHALL DC USED ON ALL VRTICAL BEND
AND AS SAWN ON M FLANS.
OR JOINTS AT NO C NSE TO M OW1R.
D. DISRI I-
I. -TERa51 VALW LENT SEAT.
VALW9 SHALL DE MAHA*ACTLREO IN NORTH MPRICA i0 MET ALLREWIRCIONTS GI, AWE
SPFCMILATIONS -SOT VALKS TWELK INLFES IDl AND SMALLER %LLLL Be DUDDLE-TIGFR. ZRO
OLdIWUTLON d M WATERNAIN SHALL DE LCIG I- ONLY MTR M IN HAS BEEN
A CLEAR S
PLUMED Ilp TREAM BTAINED AS DITERANNID DT M ENGINEER.
IS O
LE -AT D50 HI WORK.-IRLSSI.RE. vALKs SMN.L /ARK NON-RI>ING STEMS, QEN
M COTRAGTgR SHALL Fl,RNINH NL LIDOI EPIJIPHAENT, MATERIALS. NID I-, NECESSARY To
coUx1ERLLOLRwISE ACN BE PROVIDED WITH A TWO 1NUH W SOIME ORRATIR, NIT WITH ARROW
CwIT IN METAL i0 INDICATE DIRECTION OF OPENING,
D151N1 M PIPE AND AFHEYENANEES IN ACLORDANC! WITH M AWWA 5TANEMD TOR
D15NPCCTENI, WATERWINS, C-ESL WITH M EX -ON OF Tl TABLET NETHIOD.
EACH -E SH US HAK MMEKS NAME FRESSLRE TINE. AND YEAR IN WHICH NVEFALTURED
HAST ox TIE MAR TO SHTHQT FROM M DRY. EACH K SHALL DE TEST® DY
THE MCTAD OF DISRPELTIW SHALL DE DY M L011T1fJ PESO 1E11AD LINENS OTHEIRWISE
WES5EOCI
YOROSinflt PRESSLR! !WAL TO TWICE M SICLIFIYD WORKN6 PRESSURE. CUUID VALKS SHALL
DE 1MTALLlD WITH A VALVE DO%.
A'PROVCO DT M ENEN AFTR FILLING, PLUMING. AND M ADDITION OF CHORINE SOLUTION
TIE FREE LMLORINE f DC AT LIST 50 MTH- ND
AIN WITHIN EI FINE
U VALY! DOXeS�
IN R 11115NATCD
WATER SHALL ROMIN IN M HAIR FOL A 1- d AT LIST a. MARS. Al THE END d MI5
AT LE
FfRbD. M TRITep WATER IN ALL fORTION4 d M MAIN SMALL NOT HAK A RESIWAL OF LESS tllAll
WITH A TOP FLANGE, F
1A11 EON TNEBE-PIECE SL1Da-T IVE AND OHE-POUT- WON D v.1
D 116M1 d PR4 (.IlpR11L AL DISR!lLiAN SHIN- W PERFOAYD UN"' "E SIREAVISION OFDIII-m
SHAFT. E CEIYH OI IRENLN BUT.
ION PROCESS SHALL De CEEMCI ACCEITADLE ONLY ASTER 12
SALRES WATER IR.OM MTPLUSHED DISIWCCTED RAIN TAKEN Dr M ENGINEER AND YESTED
LAST RON LOUR WAKED WATE1f AND INDICATING DIRECTION d OPENING.
AT AN APPROVED LABORATORY Slaw NO EV1Ce11C! d DACTRALW lGINTAMNATION,
L6 FN1a -IDISINEGTIOH
SHALL CONFORM TO M LATEST AWWA C-U51 R 510H
AL HYDRANTS ARE IO DE J-WAY 5- MINIMW DIAKTER AND LIMITED TOM FOLLOWING MARES
THE ri-INE AND NTURTEINEES NMLL DE MAINTAINED IN AN UNCONTAMINATED CONDITION
WELLR A-.. d XEAaDY GUARDIAN X-DA
UT IL -- ACCQYANLE. CNN-ECTION SHALL DE REKATEON D ARSAND WHERE AEGAI— AT NO
MAW VALK OfaWN6 5 VI HALALS
EMEN' TOM OWNER -11 PwN. ALLOTAK.0 D1 M OWNER.
NOZZLE AREANM NEN TWO a 112 - HOSE NOZZLES WITH IN TREADS NCR
INCH, OE . va I ItAEER NOZAC WITH U1
E Ft-T MO-TION OF SHALIDW WAtW.INE5
TREADS m INCH.
NLT IOWNll IS NYDHLIGHNHIIGAL JOINT
WATERLMEI WI1N LESS THAN SIX FEET IGl OR COVERR OVR M CROWH OR
OPERATING MIT I— Na INE. FANIAGW
WHERE INDICATED ON M FLANS. -1 GC MOTELTED AGAUNSY PRfl2YCa DY INSTAA.ATAN d P(AE
EN',
IRECTION d OR11NG. OCRWIx
1- Ml YN_ IT —AM SM IN%.L 1. SHEETS WITH A -1 INVYH OF POUR-1 Nl OR
TWI" MIME ONNETEL WNILKYLR IS GRITEU M SHEETS SHALL DE FLAGlp SIX INCHES
COLOR. ENAMELED RED
bl A. M DROWN d TINE MAIN MTEL LON•ALYION OF M SIX INCH WI LIFT MMEHATELY
DEPTH OF HYCAUNT 'SHALL DE INSTNLED TO THE MANUSALTURERS
NSTRULTIOM WITH ND29P5 ADOUf W ADOV! FINISH GRADE
ADOK THE CIIOWM — SIAAD. DC ENERGISED DY M CONTRAC pE WIG EALKFILL AND
COARAGTION OWR M STYRdOW 5N¢I5 TO PREKNT OANAGE TO M SHEETS, SYIROFOAM SM
11 NYDRAT ORANCHFS.
SHEETS SHAM MEET THE LOlRC551VC STRENGTH REWIAAENTS OR ASTM Dbal-1J - TALL
.-ANT ASSEAOLIlS SHALL CONSIST OF SIX INCH bl MECHNN-1- JOINT GATE NI K
DE AS MA4FKTURED DY DOW CHEMICAL LO FANY. MIDLAND, M-ISM. OR EWIVAIHNT. IN NA
CASE SHALL LE THE WATW,WCS NNW S, THAW FINE FEET Ul OF COVER 0- THE TO' d THE FIFE.
LOHIORMING TO AWWA C-5 A FONT FOOT 07 LENWIH d 51X INCH bl CLA55 5a OLICTIL£
RDN PRE WITH A GEMlJNT LIN1N6 AND M FIRE HYDXANT.
M HTOLANT SMALL HAK AT LEAST 61GHYER iNCHlES ILA-1 BETWEEN M DOtrOH d AT
F HTORMT FLOW TESTING
STCAAR CAf AND M R01AND. IN SINGLE-FAMILY IG SFEET 51ON5, THERE WILL ME LIST
A MORNNT SHALLD! FLAW TESTED U'ON (AMi _ AND ALCEPf_ OR THE RAIN
MAT
F
ONE HYDRANT Ar EAW 1NYRSCLTION IRE A MA%MM d 500 FEET DWl BETWEEN HVORANTS
1.1BLICTION DATA SHALL all ODTAINIED AND SUBMITTED TOM TOWN W ALLOW M
R FLOW d SOl GALLONS M MINUTE WITH A A P51 RESIDUA, PR SUAE
FROM ILH HYDRANT.
IE LOBTW - NETHODS
M DETRMIINTIdN OFPURE FLOW AT ]O PSI OFRLSIpALL PRESSURE.
INSPECTION NO --
ALL PIP! AID PITTINE15 SHALL DE INSFELTED AND TESTED IN ALLORDANLE WITH THE
WHYACTLREUS SPILIFICATIONS MD M A•ORELEl 10-0 AWWA -1 IlAT10NS. M
CWTRACr01R 5HALL FURNISH FOR A•PROVAL CRTNILATION FROM M IRE NWIPACT.EEE THAT ALL
iYWa1 tltME
TESTS HAK BEEN MFOWMD WITH MTISFAETMy RESMfS. FILE SHALT- NOT DC INSTALLED WITHOUT
THE ENGINER'S d WATR AJTHGRITYS AIfROVAL.
D. INSTALLATION
UNNSTURRED SOL
FIFES. FITTINGS, AND ALGCS>ORIlS SHALL De LAREFMLY HANDLED W AVOID DAMM,. PRIOR
TO THE DATE OF ACCERAY d M F OQ , WDRK DT M OWTI,R, M COMR TL 5- -ALE
ANY NEW I`- OR ACLE550EY FONCA TO OE O CYIK AT ANY THE. INCLWIHS AF- INSTALLATION,OUATA.Y
RAO- WINS
DNAVATED MAIERNA
LOHNAO
AT HS ETIFCNSE TOM OWMIU TALL ALL INSTALLATION AND TE5TWG L DC DONE DOME IN ACTARDANU
IN 6- Lq-IG
jy
WITH AWWA STANDARD G-GOO AND ANTI SPECIFICATION Aa1.11.
.V.L APES NAWBG CRACKS SWNL DE Rl. .. R CRACKS OCUE IN M IRE. M
THE MOSS O TRENCNES
$
-
3
i,_
F CO'A U LESS TIH1 e'
GONTRAGTd AT HIS OWN CWENSE AND WITH M N•/ROVAL d HE FJI6NQR. LUF M
♦ it OR MORE w OFP1H
ENTERED BY RENSCNNEL
� �nUH1
TIO
CRAGRm FORTION•A AT A POINT AT LEAST TWAK INCNES I171 FROM M VISIBLE COUNTS d M
OF
"AC AND USE THE SOWES PORTNSN OF M flfE. ALL - AND FITTINGS SHALL DE LLEMED OF
SHALL DE ME[AO 1M
aWEEDG I THE MRAE
-----
gM
- _ -
IS
w E SHALL TM DPE
ALL FOKESN MX M ACI DEBRIS MIOR TO 1NSrALLATION AEI SHALL DE FEET O1AN UNTIL M TIME
OF ALCLFTAEE DY M OWNER.
12•
A�EWP 1S' OF COLEF
AT ALL TILES, WHEN THE LIFE LAYING IS NOT ACTALLT IN FEGAIME 5. M PICA Ep5 d M
aMAFRONEO ROCK EPEE
Ix tY
(b'WTSRE
01AME OF HPF)
PRE SHIALA. EC CLOSED DY TCVORMY WATERTIGHT M1.UGS OR DY OTHER APMOVED NEWS. IF
ONRA� E•
Um(HD STONES
----
- - -
WATDt U IN M TRENCH WYEN WONT .1 RESDUD. M PLUG SNNLL NOf EE RPAAVED UNTIL ALL
DANGDt IN WATR ENTRING THE INK HAS PASSED. M INK SHALL DC WSTALLlD IN TRENLlE1
AD, AT M LINE IR1D GRADE SHOWN ON M CONTRACT CMAWRA5.
LAR4IIt THAN I H/Y
UAMFTIX)
Q
THE CNwRA - SNAIL AT
Tu.E3 NEED TIE WENQIES
ENTNCLY FREE OF WATER
IMAM ALL CON( 1S MENEG'
ANY OEFIELTION .HINTS SHALL DE WITHIN THE LIMITS SPECIFIED DY THE MAWFALTURERALL
(RING ND NYUIUlNANLE! LOKLTED TOM EWIfI1ENT SHALL DE SUPPOIRTCD 50 TMAT NO
o
MD READY FOR BM' WNO.
>IIIN WILL DE NOSED W M EGUIIlMWt IF THE MCN EWPT MMAFALILRRY XCGR ILATIONS
DFONNG MIAIL 6[ WtltOHGNIr
CbpAC1FD al OR SMD
INCLUDE THAT F1IWG S ARE LOADHOT TO DE YRANSFREED, THE CONTRACTOR SHALL SUdMT
CERTIfbATION d CdIF1.INKP,
FOR III, OR J/4• STONE FOR
M
LAJNLRETE MUST BLOCKS SHALL DF INSTALLED ON ALL PLUGS. TEES. AND DEOIS OlPIFLTING 11
UNOSIURBFD MA
O/Ue• Pi -
VI OEMMZI OR MORE LMC SHALL DE TARlN TO ENSURE THAT CONCRETE WILL -1 LONE IN
LMIALT WITH DLL ILANGES. JOI T5. OR TS. THE XeW OF DLODUS MADLLATEO
AREA TRUST
ON THE N OR 5H LL DE"A5 AMOVFD DY THE EW 1-
WIETEVER >EWERS lII- LROCR
TYPICAL WATER TRENCH
WATRMAINS THE WATRMAIN NAU. 4 HID AT SUCH Al
ELEVATION THAT M DOT- OFTHE MATRNAIN 15 AT LEAST b INUES ABOVE THE TOR OF M
NT5
SEWER TH15 MY- SEIMATXJX SMALL DE MAINTAINED FOR TNT FOKTIW OF M WATCRWIN
LOCATED WITHIN TEN FEET (D1 NORIZONrN OR MY SEWR IT CROSSES.
TIRE
>1W1 I NO PH 1 LONECTION BETWEEN M ONII VTION SYSTEM AND ANY
FIFES. MAN. HMrOR,VTA, OR TAPS WHIUH ME SLI%,1ED OR MAY DE >UITLIED WITH A OUSTER
THAT 15. OR MAY DE LONTAMINAIED. IN INSTANCES WARE I E USE d DIPfERET TYPES OF IIPE
NEW STORM PIPE
REWIRE JOINING. THE -OR SHALL FURNISH AHD INSTAL ALL NECESSARY AD-
(CENTER
(CENTER ONE LENGTH
WATERLINE)
ALL TACIL.HING SAF I STANDARDS >HAiL DE IN LOHFORMANLE WITH ALL MRICADI.6 STATE ND
FEDERAL --GEL-1 AND AS SIELRED NW M RAINS
M GONiRAGTdR SHALL. AT ALL TINES, KEEP M 1RENLIE4 OTIRELY FREE OR W_ UNTL ALL
WORK IS MANNED AD AEADY FOR DALXPILL_
g
MIN
MrER M VM1OA5 III[L1NE5 HAVE PEEN
NSTN.LPD, THEIKENOES AND OTFE'R AREA5 TO a FILLED SHALL DE BALKFILLED TO SUDGRAOE WITH
NEW WATERLINE
LAYOUVR FOSS DUE, WTRIAL EXCAVATED FROM M TRENUI NO DACXFI WILL DE ALLOWED
UTIL MT CONCRETE MASORT HAS SET SWPILIENTLY, AS DETERMINED DT M EINXI R,
--..---
ALL MAYRIAL FOR DACKFLLING SHALL DE FREE OFA ROOTS STUelS. AFROST. WRI TALS M5CD
HALL
FOX DALKFILLING TRENCHESS HALL Be FREE ORSTONES -I-- OVER JO PONDS. NO STOICS
CENTER ONE LENGTH OF PIPE
NEA-1- OKR - AND ONEINCHES II Val IN M LONGEST DIAOBION SHAG tE
UNDER STORM
M1ACED WIN ITHONE FOOT IO d M r1rELINE DICING DALKSILLED
DACKFILL FOR ALL PIFELINE5 5HLALL DE PLACED IN SIX INCH 161 LAYR5. EACH LAM DEIRS
OL
THOIRbHLY LOLRACTED TO NAF LE55 'THAN 9 PERCENT OF MA%NRW DRY DENSttY AS
CENTER ONE LENGTH OF PIPE j
OC"""'D DY THE AASMO-T-M STANDARD MPA 11-AR PFELAUTIONE SHALL DE
TAKEN IN M MLEENT AND LOKAGtION OF M a-- WTRIA, IN ORDR NOT TO DAMAGE
OVER STORM
M PIPE OR 4TRUCTI.RE M DKFFLL SIW1- LY 0RO161NI IEVENLY. ALL WA10, - SHALL DE
MrA.lt]D wIIN A MINMAI covR DarrN I SIX Ill.
SUR1.U5 WTlR1AL4 NOT U5a0 POR DAGXFNL SHALL 4 D d IN A MNaR
NEW WATERLINE
O THE BRI
LTOET TOM ENGINEER. ALL sURP1.V5 IMTRIAL OR SPOIL HALL DC RG-
REDO
AND . L 1-IY
AND 015P05lD d 50 AS HG2 TO DE ODJEGTIONADLE TO AmHT1FR5 OR TO M GEERAL PUBLIC.
18'
MIN.
VAL DOXE5 ARE TO DE ADTALLED W ALL EUMIE.O VALKS. THE DOXE5 SHALL DE A, IRON
WITH A MINIMUM FIVE AND --FOLK- 1 IS --I EN_AND H.OIX EN0001i To !%1QD
NEW STORM PIPE
FROM M V.V_K TO FINISHED GRADE M BOXES SHALL ENCLOSE THE ORATING NUT AND STUFFING
(CENTER ONE LENGTH
DO% OF M VALK. VALW DOES SINLL NOT IRAN5FER LOADS INTO M VALK. -5 SHALL DE
U.OSE FITTING
UNDER WATERLINE
AND DIRT -TIGHT WITH M Td OF M LOUR FLUSH WITH THE TOP d M DOX RIM
GOVRS HALL DC MARXEO VXY. WI1TH M W_CATWG ARROW M ENRCITION d OPEIMNG.
vALW eoXEs NHALL x THREE PIEPE 5LIr _Tm.
THE fX13z--7 OR SHALL 7 AN bIGSAFE' AT
1-888-144-J233 PRIOR TO ANY EXOAVATON.
FIRE CONNECTINN oouUlL � � EFA �MESfJH FIFwc w
TO SPRINKLER FUE�AT11nO1 �J/
sSYSTEM`rPAE
e 0. n O.I. wAmt MRUKE
WATER / SPRINKLER CONNECTION
NT5
NOTE:
CURB STOPS AND/OR GATE VALVES
SHALL NOT BE PLACED W PAWMENT
CURB OR SIDE —
THAJIT GCx
IH RUST
0.0O RUST
HYDRANT DETAIL
NT5
SOL TYPE - CLAY/SILT
SIZE 1500 PSI 3506 PA
rn CONCRETE
CONCRETE
Tk&zz 3
.5• 4 all ,J1 -
tND AREA
>p' 9 nE MST END AREA / v
OR UNBEARING J
F D CARS - SOIL
UO3ED AGAINST
INAIS;NRBFD
50 Pi BEARING AREA SOI-
BASED ON 100 PSI WEANING —IH[ ewo xx 1Nu
PRESSURE PINS ION PSI SURGE TYPI T R D A RNDS CPC TYPICAL RMDS
ALLOWANCE AND BEARING 1--
CAPACITY O IOOO LBS/SQ FT N01E: PLACE 4 mll POLYETHYLENE BETWEEN PITTING AND THRUST BLOB 7- ri ewlV
en rw.v win . �.nrt FRI,c V
THRUST 5LOCK END AREA T
NI
NOTE, WATE2 LINE SEPARATION
wATQ -ASTXi�o'iZpITnR.W MY I5w i6 p:
WMACT1e N A i0 WWTAw B' SfrARAtIdE
WATTM I A R I M ACED iTHIl xRP�R.II W a TEwM[
THE
E�1 FOR eT iuM/rt5 RILW Tu DAxI1LLw6LINE
1�M ll/s.TK 51HWNES�z �HiowPp.
NOTE, WATER LINE sfGwRl.0pe55�IIN6S
�p4� 1M�T¢ wws pETWEp1IO15p NLE O YrE
rt51[EI THE
YI xWTRULEYAEN r WurtAm riEATISNtRr
_D ASq; oWlE
ATUTM Luc WITH »E xWaR .nwrs is PM
MO SEVER P! uhT
_.M1 THE CROHAN6 OR A TOTAL W NrAA1
W�HIGAEVP�t
roN CODTRVC-ATO STANDARDS MIST OE PREYAR
A� I IF* ro .;N G T E T— TO DA KIK nG
To PREVENT DAIMne To M w STR MAIN Nr oANmE TO Tle xW'M"`rR suM`INx�aRT
CENTER ONE LENGTH O PIPE
OVEN SEWER
i
NEW WATERLINE
NEW SEWER PIPE
(ONE LENOTH
ON WWATERLINE)ONiERED
NEW WATERLINE
ONE IENOM OF PIPE
UNER SEWER
SEWER/WATER SEPARATION
DETAIL FOR GK0551 NG5
NT5
GATE DETAIL
Nil
A.
GATE DETAIL (SECT i ON)
Nis
I
Iu Iu Iu Iu sMlsw sTA.II. TN w a"fAn
DUMP5TER FENCING (5ECTION VIEW)
NT5
PP
/ ev colic ru 1: cool d
- � K e .LTRAGTEi eRAM.- zN r.t OIML elALws tWr.T�lroSn a AEODI
' ! � Yn :eu TAR NIF WATeS OOLi rRNE w mALv HAILS ,.
L - F.r. WON WO[Ab F/
DUMP5TEK FENCING
(PLAN
VIEW)
NT5
8'
- GROUND
;
O
9N,EyoTLK
IN
ROD - DO NOT
INSTALLIN
PAWMLNT
SACWLL
WITH
\
EXCAVATED
MATERIAL
MUFILER H-TO3S0
CURB BOX OR
APPROWD EQUAL
INSTALL. A
MUFIIAA
H-15008
CORPORATION1
CORPORATION STOP
NEC' L GOOSE
NECK LOOP
I
OREQUAL
I
I MUEl1FR
I�
825"
CURB 5Td OR
-PROVED EOUAL
�.e RECE E
RT AAF^ FE3' 2 5 2003
MY Of So. Eudi
5177 A
DOLL -ARE) DETAIL AA+`,
FFF,EEIEVV`
TIPE E'
COWER
S"'ACE
nIA 11378 2 1 X /' ' % 12-
S01J0
4-GONlRETE BLOC"
NT5
T
WATER SERVICE DETAIL
NT5
5TEK/RECYCLING PAD DETAIL
WATER / STORM CRO551NG5
POURED N PLACE ]500 PSI CONCRETE
OR A PRECAST CONLAETE Re BETWEEN
HEIGHT SHALL BE BI INCHES.
%ME.BMAXIMUM
(BRICK SHALL NOT BE USED).
FRAME & GRATE LEBARON
NON -SHRINK
LIt 121 A I EQUAL))
IF OW LK12SLWE
GROUT OR NEW CURB SHALL REST ON TOP
EX
EXCEEDS 5X
BIT. O NG. OF BASIN COVER - ADJUST HEIGHT
OF CURB AS REOURED
FINIS/ GR
B•
GROUT FRAME TO CONCRETE
THE FRAME OPENING SHALL MATCH
THE CATCH BASIN TOP NTH NO
OVEi1HANG.
ALL STRUCTURES SHAU BE DESIGNED By A
1 SS OCUSTAND ENGINEER TO STAND AN
2`•�.r•. H2O LOADING REQUIREMENT
11j
ALL BACK.-
FABLE
MECHANI PLUG ALL PIPE OPENING SHALL HAVE A WATERTIGHT
/ :. FLEXIBLE PIPE SLEEVE OR GASKET,
TIORWCHLY COMPACTED 2.
IN 6" UFTS,)
` /
PIPE
4000 PS.1. CONCRETE
TYPICAL ON ALL OUTLET PIPES
24'
12' 1
6• z: zSC3 UNDISTURBED Shc
LEDGE PAYMENT L1Mj( USND STONE BEDDMC�'~LIMITS OF
CAVATdI
PREGA5T CATCH 6A51 N
NTS
CATCH BASINS SHALL BE SIZED SUCH THAT:
1. AT ANY ELEVATION, A MINIMUM OF 60E OF THE CIRCUMFERENCE SHALL BE CONCRETE.
2, THE MINMUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE, BETWEEN TWO OPENINGS
SHALL BE 6',
3. THE BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS:
SIDEWALL CONCRETEIA THICKNESS COVERED ICINESS4
SCATCHL�GEIT
g'
06'28
7 IB
FINISH GRADE
BACKFILL NTH APPROVED
EXCAVATED MATERIAL
THOROUGHLV COMPACTED
IN 6' LIFTS
THE SIDES OF TRENCHES
4 FT. OR MORE IN DEPTH
ENTERED BY PERSONNEL -
SHALL BE SHEETED OR
SLOPED TO THE ANGLE
OF REPOSE
FIMNI (MADE
g Flu WTH *PRoWD
uNNsnIRINFD SOL
EXCAVAhO MARRIAL
TIIOROU 1 COMP.- o�
W 6'um
�
TIE SEES OF TRENCHES i..
4 FT. OR MOB, W DEPTH N `
FOR BTCRM UNEA
F CC?R K LESS R* ] I/Y
ENTERED BY 11Ps..L
SMALL N SHEETED OR ^ '^
R.AEE Y IHK'K IXNIATED
BOARD FFNOI K SUI7'ABt£
FWt BUN"L EVEP FPE
AWED To ME ANGLE
OF REPOSE _ _ _ _ _ -- _ _ _
N NO CASE STALL RC PIPE
AN21 Y,
HAVf LESB 'Ilia,
w nD.a mEa
*PROVED ROCK FREE 12.
(ID' IS WiSDE
ACKFILL THgIPKIM.Y
BACKFILL,
CgPACTED N B'
NAMETEP OF PPE)
IYte (NO STONES
LARGER THAN I t/Y
DIAMETER)
e
ENTRELT FREE . WIAIERAU�
UNOISITNMD SELL
TNTK ALL WRK IS FIMSIED
AND READY FOR SACKFIWNG
SJ4' STONE BEERND
TYPICAL SANITARY
TRENCH
N
— SANITARY INES, IF `EVER
IS LESS THAN 6 1/2'. PLACE 2'
THICK INSULATION BOARD .1.
IS SATIABLE FOR BNXAL OVER
PIPE. W NO CASE SHALL THE
COVER BE LESS THAN 3 1/2'
SERVICE BDR 36 PVC
USE 4• DU PVC PIPE
To MAR( LOCATION AM DEPTH
OF SERWCE CoMNECTION
EXTEND FROM PLUG TO 2'
mow FINAL GRADE
TFAwwAX
PLUG
SEWER UNtE.
MAW SOR 36 PVC NOTEI
SWEEP FITRKG
EGA M PVC wvE
UNDISTURBED SOIL SEE YMER 1RENM OETML
FOR SETTER MAIN AND SERWCE
BEDMG DETAILS
5ANITARY SEWER
5ERV I CE CONNECTION
NT `>
APPROVED ROCK FREE ���'OD�o�U PERFORATED PE PIPE
BACKFILL THOROUGHLY 0/2412' I`)✓.1 SEE PLAN FOR DIAMETER
COMPACTED IN g
M(rND STONES " O
WIGET THAN t 1/Y
DIAMETER) O THE CONTRACTOR SHALL WRAP
THE PERFORATED PIPE AND STONE
V3/ TO 1-I/2" CRUSHED t)o U �f, IN
MIRADRAINAGE I BOOR EQUAL
51'IMIE BEDDING /2 4 6" - NDISTURBED SOIL
UNDISTURBED SOIL-� D + ...I
AS
STORM SEWER TRENCH ON
NT5
NN FINISH GRADE
BACKFILL WITH APPROVED 3 ff
EXCAVATED MATERIAL O THOROUGHLY COMPACTED
IN 6" LIFTS 8 EXI:
THE SIDES OF TRENCHES i CHAT
4 FT. OR MORE IN DEPTH
ENTERED BY PERSONNEL UNDISTURBED SOIL
SHALL BE SHEETED OR
SLOPED TO THE
ANGLE REPO INSULATION WHEN REQUIRED
OF REPOSE
APPROVED ROCK FREE
BACKFILL THOROUGHLY g _ FORCEMAIN ('D' IS OUTSIDE _-
COMPACTED IN 6' LIFTS DIAMETER OF PIPE)
(NO STONES LARGER D THE CONTRACTOR SHALL
THAN 1-1/2" DIA), AT ALL TIMES KEEP
BACKFILL J/ TRENCHES ENTIRELY FREE
CRUSHED STONNEE UNDER 6 W WATER UNTIL ALL WORK
DRIVES AND ROADS. _ _ _..__
FOR BACKFIWNG
UNDISTURBED SOIL
OR LEDGE
D+2 FEET
NOTE AO (FOR SEWER AND FORCEMAIN TRENCHES):
IF COVER IS LESS THAN 5-6'. PLACE 2' WIDE BY 4' THICK
INSULATION BOARD, SUITABLE FOR BURAL ON A 6• BED OF
SAND OVER PIPE. IN NO CASE SHALL DEPTH OF COVER BE
LESS THAN 3'. AT DRIVEWAY AND ROAD CROSSINGS. DEPTH
OF COVER SHALL NOT BE LESS THAN 4'.
TYPICAL FORCEMAIN TRENCH
N"
CLEANOUT FRAME & COVER T
LBBARON R-808 OR EQUAL \ T
SHORT LENGTH OF PIPE
CLEANOUT DETAIL
NT5
MANHOLE
WALL
I
:JI II I
NEW 4' PVC FM
CONTRACTOR SHALL CORE & 9007 A CONNECTOI FOR THE
NEW 4" PVC FM, REMOVE THE EXISTING INVERT TABLE, AND
CONSTRUCT A NEW BRCK LIMED INVERT FOR THE FM DISCHARGE
THE WVERT SHALL BE 8' IN WIDTH (MATCH EXISTING) AND
A MINIMUM OF 5" IN DEPTH.
FM CONNECTION
NT5
t
DIRECTION SILT FENCE ACROSS DITCHLINE
OF FLOW SHALL BE INSTALLED IMMEDIATELY
^X^ UPGRANENT OF STONE FILTER
p (SEE SEPARATE DETAIL)
pLENGTH OF DITCH WITH
�p O STONE EQUALS WIDTH O
QQ p STONE. MEASURED
OF
^%• AT TOP OF STONE.
FINISH GRADE OF GRASS-UNED
(SHOWN) OR STONE-UNED DITCH
SEE SE ABATE DITCH DETAIL
CLEAN 4" TO 8'
.AMEIER STONE
(ANGULAR OR ROUND)
CROSS SECTION VIEW
NOTES:
1. STONE FILTERS SHALL BE INSTALLED AT THE
LOCATION(S) SHOWN ON THE SITE PLAN.
2, DITCH SHALL BE SEEDED & MULCHED (IF GRASS-LINED)
PRIOR TO INSTALLATION OF THE STONE FILTER.
3. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING
CLOGGING/SILTATION OF THE STONE FILTER DURING
AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE
PROJECT'S PERMANENT EROSION CONTROLS ARE IN
PUCE (VEGETATION ESTABLISHED, ETC.) AND THE
PROJECT HAS BEEN ACCEPTED BY THE OWNER. IF
NECESSARY, STONE SHALL BE CLEANED OR REPLACED,
STONE FILTER IN DITCH
NTH
24' N 6' RECTANGULAR
4' DIA. REINF. GONG. OPENINGS (2) WITH 14 REBAR
MANHOLE WITH FLAT CAST IN PLACE • 3 O.C.
SOLD MWI CONC. I ACROSS OPENING
INSTALL 3" OPENING
--12• PE DISCHARGE PIPE \I I "I \ II
2500 PSI CONCRETE I I
45'8END POND OUTLET 5TRUCTURE
NT$
NO
50 MIN. ADELEXIS7HRIVE IA
DRIVE D
EXISTING GROUND--� 1-T/2" TO Y
OR SUBGRADE PROFILEDIA STONE
(8- THICK)
�. EXISTING
ADELPH[A
DRIVE
�RAX: E DE ,t i I I
III
III
III
I _ iANIK w Equl: I I I
I � 111
I rtt'� I
T
III _
�STIUATMYAHpN12E.WW6 � nIOTOP VIEW SECTION MOD1T�
W1M1 WETLAND AND BUFFER ZONE.
SILT FENCE DETAIL
DRAIN OW
lo,
END SECTION
) ��� 0TYPE
I STONE
AS NOTED
•_.__ L1�1���OR
APPROVED EOLUa
PROP=
CULVERT OUTFALL DETAIL
N?5
LEI E C E I�/ E D
RECEIVED V L�
GENERAL 5ANITARY SEWER 5PEG5.
1 SEE OTHER SFIEETS FOR ADDITIONAL ItFOWATIOM
21 CONTRAGTOR SMALL CONTACT ALL UTILITIES DEFORE EXCAVATION TO
FEBq"`j
2 2003
Y UNCIEK&KOUND EIITTTHER��M,(IL�,If LATE
VAIIL D �AFDE�
_ V J
ff SOURCE N01' OE OR
GOMPLETE. THE GONTRAGTOR SHALL DE RESPONSIDLE FOR ANY DAMAGE
TO ANY UTILITY. FUDLIG OR PRIVATE, SHOWN OR HOT SHOWN HEREON
City So. Burlington
31 THE HORIZONTAL AND VERTIGAI. SEPARATION FOR SEWER AND WATER
ACCORDANCE
TST�ARDS
of
eITH
EDITION OF THE YEN STATTEI STAKOAR05 - RN
FOR WATER".
4) PRIOR TO CONSTRUCTION, ALL MATERIAL5 SHALL M APPROVED DY THIS
ENGNFFR.
5) STORM SEWER PIE UP TO 5 IN DIAMETER SHALL DE PVC. SOR 35
BERM AS NECESSARY
CONFORMING TO A5TM 0-3034. ASTM 0-3212 AND ASTM F•477.
STORM SENOR FIFE W AND GREATER IN DIAMETER SHALL OG I•VG 5OR 35
PROVIDE 4' TOPSOIL TD MAJNTAM IY DWTN
CONFORMING TO ASTM D-3034, ASTM D-JOV. AND ASTM F--1.
AHp GRASS GOVER Ma am rL/FT. MN.
(CONSERVAToN MIX) ROPE IN DITM
6) ALL SANITARY SEWER PIPE SHALL DE FVG SOR 35 COFORMING TO
1 '
AS 0-3034, A5TM D-3212. AND A5TM F-417.
DEPTH —ES
PROMS MIN.
/ OF IB"
11 A.L. TRENCH FILL SHALL DE PLACED IN 6" LIFTS AND THKMOUGFlY
COMPACTED TO 952 OF MAXIMUM DENSITY 01 OPTIMUM MOISTURE AS
ORI---"'-'-" '-- ---- —
-_-----
GRO�UND � ,.. _.3, t t �-
DETERMINED DY ASTM D956 STANDARD PROCTOR.
6) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL DE LEAK TESTED DY
A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW
—I-SWAIE --
PRESSURE AIR TEST WILL DE USED TO SIMULATE INFILTRATION OR
INVERT -AWE TO
DR- VA. NUN'
E%FILTRATION INFO OR CX/T OF ALL GRAVITY SANITARY SEWERS. ALL
E gWAU NTH EROg10N g1111ROL MATTPNG
O 0.009
TESTING, WILL DE CONDUCTED UNDER THIS 9-MKV15ION Of TIE
AND M. OF 0.04 R T `BoN TERRA 52 OR *PROVED EQUAL)
W ROPES E%CEENNG 2X
ENGINEER. AIR TESTING SHALL LL PERFORMED IN AGG 655LIK E WITH
ASTM 0. MINIMUM ALLOWED TIME FOR A PRESSURE CROP
35 r5I
PROM ].5 PSI TO 1.5 P51 SMALL DE LZ MINUTES PER 100 PEST OF
2.5 L2
GRA55 DRAINAGE SOURCE
AT
ON
LEA T 30 DAYS, TIE DEFLECTINAL
TES MAY De PPER'FORRMED. PIPE
NT5
SHALL EXCEED A DEFLECTION OF FIVE PERCENT MU IF THE
DEFLECTION TEST 15 RUN U51W A RIGID DALL OR MANDREL IT
SHALL HAVE A DIAMETER EOUAL TO 95X OF THE INSIDE
DIAMETER OF THIS PIPE THE TEST SHAH ENE PERFORMED WITHOUT
NEGHUNICAL PUL.1% CEVIGES.
N ALL SANITARY SEWER MANNOLE5 SHALL. DE TESTED PRIOR TO
CONSTRUCTION OF THE INVERT DY THE VACAM TE5T METHOD
DE5GRICED IN THE TECHNICAL IMCFIGATICNS. THE MINIM*
ALLOWED TIME FOR A VACUUM DROP FROM 10" OF MERURY TO 9- OF
MERCURY SHALL M 2 MINUTES.
AI ANY SURFACES, LINESSTRUCTURES WHI . OR STRUCTES CH HAVE SEEN DAMAGED DY
50 MIN. r� THE CONTRACTOR'S OPERATIONS SHALL DE RESTORED TO A COZJITION
AT L.
EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY
NOTES: THE ONTRACTOR SHALL NOTIFY "DIGSAFE"
PLAN AT PRIOR TO THE D11U5i NINE OF GONTRVGTICN
C
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. 14 THE GONTicAGTOK SHALL COORDINATE THE L ATION AND INSTALLATION
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT CP THE INDIVIDUAL. LOT SEWER LINE SERVICES WITH THE OWNER AT
TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, THIS MAY REQUIRE THE TIME OF CONSTRUCTION
PERIODIC TOP DRESSING NTH ADDITIONAL STONE AS CONDITIONS DEMAND AND
REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY
SHALL BE REMOVED IMMEDIATELY BY CONTRACTOR,
2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECSSARY TO CONTROL
AEEIIII/f
AIAIE
3DUSTER
FROWDEGAPPROPRTHE
TRANSITION BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY,
5TA61LIZED GON5TRUGTION ENTRANCE
NT5
iA �QiMi1w``���
DISCHARGE VALVE PIT
PIPE ID INSIDE DIAMETER
3 4
4 5 PIPE ID DIMENSION A
6 6
11,062
4 3. 62
VALVE PIT
SLOPE FINISH GRADE
AWAY FROM VALVE PIT
MORTAR WM NON -SHRINK PUT
48"
I. MFIMELL AND VALVE PIT SHALL BE ME -ENO RED
40DO PSI REINFORCED CONCRETE STRUCTURES DESIGNED
BY A STRUCTURAL ENGINEER LICENSED IN THE STATE
OF VERMONT AND CONSTRUCTED TO WITHSTAND H-20
WHEEL LOADINGS.
2. EXTERNALLY COAT ALL CONCRETE STRUCTURES UM
TWO COATS OF BITUWNW5 WATERPROOFING AND
TEST FOR WATERTCHMESS.
3. ALL FORCE MAN PIPING INSIDE OF THE STRUCTURES AND
THROUGH ME WALLS SHALL BE GALVANIZED STEEL EXTRA
STRONG WIEGHT.
4. ALL BACNFILL MATERIAL AROUND ME STRUCTURES
SHALL BE THOROUGHLY CCMPMTED TO NOT LEM
THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED
BY ME MSHTO-T-99 STANDARD PROCTOR.
LCM FRAME : COVER
OR EQUAL
ELEV - 329.5'
-2 TO 5 CURSES OF RED HAIR ERED
BRICK MORTARED U ME U E ONLY
2' THREADED CALV
PIPE 12" LONG WITH
CAP FOR EMERGENCY
PROVIDE CONCRETE
CONNECTOR
THRUST BLTHE F AT AL
THE FORCE
' MARSTONOUPLING
7"E11S
3' CHECK
ANE �\
L-VALVE
VALVE
f2' MIN
To'.r
1o'
ELEV - 325.5'
FLOOR
4CRUSHED
STONE
, L
ESIUE
�7'MIN.
5' MINIMUM
IER METER
T
tlNW
t
MUY
..__
ECT SWITCH
ALARM LIGHT�
PUMP STATION
(Z).w /CPOS"M°
RE4A 4
CONTROL PANEL
POWER METER
YAM LUCK
AND KEYS
ALLOW
CLEARANCE-
&LU OR AN FOR PANEL DOOR
MA
DUPLEX EQUAL
E% ACCESS MD
'/ POWER DISCONNECT SWITCH
AND FRAME ASSEMBLY
CAST -IN -PLACE
PROVIDE PADLOCKS \\ 4' CALV VENT PIPE
MOUNT ALL PANELS ON
WITH
SAME KEYSET FOR ACCESS \ PIPE YAM
PRESSURE -TREATED (.40 CCA)
\ SCREENED CAP
W. CONTROL PANEL AND \
2 x 6 WOOD PLANKS
POWER DISCONNECT SWITCH �x 24'
CONDUIT SEAL
3'
MINIMUM
ENCASE POSTS N
T
12'
MINIMUM 3D• OR 4
CONCRETE
1 BY PUMP MANUfACNPER (
ELEN - 329.5'
_UFTNG
CHAIN
--SS STEEL VERTU
WTH 3/4- STAIN
ANCHORED IN TO
3' ON CENTER
5'
MINIMUM
ALL JOINTS SHALL BE
SEALED WITH BUTYL ROPE
OR A RUBBER O-RING
3' SCH 40 PIPE I
LII
(TYPICAL FOR BOTH STRUCTURES)
SEAL ALL PIPE OPENINGS LEM
/4 MAN 6" WM NU-SHRNK
"VBRAd(Ei SECURELY MOUNT JD"
TO WETWIU USE _ _
SECURELY
ro wETWELL
RUBBER GROAMEIS TO --
PROTECT FLOAT CORDS I1y4�
2• $CH PVC CONDUIT
ELEV - 6'PVC 6-
322.25' PVC
SCHD 4D ELEV M.75'To POWER SUPPLY -
INFLUENT PIPE
1 G 806ONS G_ _ET FOR ALL PIPE CE REMBLE
DIAMETER OR GREATER
6... -- ' 21d PU
s _ ELEV
U 10 PUl
'•1 �a d. GROUT
I�^(/
M
.5.
m
VERTICAL
PPIIPEVISUPPMn WINS 33//4L• STANLEM
L
CHECK VALVE
MREADED ROD ANCHORED INTO WETWEL.
ELEV - 318.35 EVERY 3' ON CENTER
PUMPS OFF _
�----- SUBMERSIBLE
UNDISTURBED EARTH
PUMPS
_ SOLVENT WELD ALL
SCHD 40 JOINTS
-
2500 PSI CONCRETE
MONOLITHIC BASE
MINIMUM OF 2'
HIGH
L
1
'
d
a 1 L L
8
F1EV - 316.35
TYP O&
eH
12' LPN. OF 3/4• CRUSHED STONE L
DO NOT USE LIMESTONE
UNDISTURBED EARTH
RECEIVED
FEB 2 5 2OL3
City of So. Burlington
'- 64)) N �
THE CONTRACTOR SHALL NOTIFY "DIG6AFE' AT
1-086-DIG-SAFE PRIOR TO ANY EXCAVATION.
It's 0 \
PUMP STATION DATA
A. DAILY FLOW - 3.200 GPO
B. AVERAGE DAILY ROW (ADF)
3.200 MD . 2.22 GPM
24 HR AY x BO NM R
MINIMUM PUMPING RATE - 5 TIMES THE AOF (11A GPM) OR THE
MINMUM PUMPING RATE FOR A 3• FM (SO GPM)
C HEAD LOSSES
3' DELVERY PPE 968 LF x (2.4rlr - 24 FT
STATIC UFT ( 33, - 316 15 FT
VALVES R FITTINGS 5 FT
TOTAL HEAD LOSS 44 FT
D. PUMP REQUIREMENTS - 2 PUMPS. EACH CAPABLE OF PUMPING A
MINIMUM OF SO GM AT 44 FT TOTAL HEAD
SINGLE PHASE, 3• DISCHARGE. CAPABLE OF
PASSING MINIMUM 2 1/2' SOUDS. PUMPS
SHALL BE ENPO/CORNED_ METERS. HYDROAATIC
OR AN APPROVED E.-
E. CONRIOLS RENA 4 DUPLEX CONTROL PANEL WITH INNER DOOR; FOUR FLOAT
SYSTEM COCRO. LOGIC; AUTOMATC PUMP ALTERNATOR; 115 VAC
CONTROL CIRCUIT; INDIVIDUAL PUMP RUN AND SEAL LEAK INDICATOR
LIGHTS MOUNTED ON INNER DOOR: INDIVIDUAL H-O-A SWITCHES
MOUNTED ON INNER DOM: 115 VAC ALARM UHT AND HORN MOUNTED
ON TOP OF PANEL PHASE MONITOR IF THREE PHASE PUMPS ARE USED:
115 VAC DUPLEX CONVENE NCE OUTLET; 0-5 SEC AD.AISTIBLE TIME DELAY
FOR EACH PUMP; PANEL HEATER WITH THERMOSTAT; INDIVIDUAL CIRCUIT
BREAKERS FOR EACH PUMP, CONTROL CIRCUIT, DUPLEX OUTLET, TRANSFORMER
IF REQUIRED. HEATER, AND ONE SPARE INDIVIDUAL EUSPED TIME METERS
MOUNTED ON INNER DOOR. ALL ELECTRIC WIRING SHALL MEET ME
REQUIREMENTS OF THE NATIONAL ELECTRIC CODE.
F. FLOATS: MERCURY SWITCH TO BE COMPLETELY SEALED, MADE OF COMOSVE RESISTANT
SOLUTION AND INTRINSICALLY SAFE. ELECTRICAL CABLE TO BE FLEXIBLE TWO
CONDUCTOR WITH NEOPRENE JACKET.
G. CALCULATE CYCLE TINE
5 MINUTE RUN TIME VOL. - 5 MIN. X 50 GPM - 250 GPM
250 GAL VOL. - 250 GAL / 376 GAL./FT - 0.66 FT
RUN PINE - 50 CM 250 GA
- (2.22 ADF)MM -5.2 MIN
FILL THE - 2.22 � -113 MIN
CYCLE TIME - 5.2 1tlM 4 113 MIN. - 119.2 MN.
H. EMERGENCY STORAGE
PROVIDE FOUR (4) HOUR STORAGE BASED ON A 16 HR DELIVERY RATE
TOTAL DAILY FLOW ( 3,200 GPD) x a HR/DAY - eGALLONS REWIRED
16 HIN/DAY U
L SUBMITTALS REQUIRED: PUMPS, ACCESS UD. WETWELL, VALVE PIT,
FLOATS AND FLOAT HANGER BRACKET, CEM VALVES, GATE
VALVES, SOLID SLEEVE CUPIINGS, AND OPERATION AND
MAINTENANCE MANUALS.
TESTING DATA
A. FORCE MAN PRESSURE TEST: ALL FORCE MANS SHALL BE PRESSURE TESTED TO HOT
LESS MAN 5U PSI AT ME HIGHEST PONT OF THE TEST
SECTION. THE TEST SHALL BE OF A TWO HOUR DURATION
AND THE TEST PRESSURE SHALL NOT VARY BY MORE MAN
+/- 5 PSI. A LEAKAGE TEST SHALL BE PERFORMED
CONCURRFINRY WITH THE PRESSURE TEST THE ALLOWABLE
LEAKAGE SHALL BE DETERMINED BY ME FOLLOWING
FORMULA; - W
L - i400
WHERE L - ME ALLOWABLE LEAKAGE IN GALLONS PER HOUR.
N IS THE NUMBER OF JONTS, D IS THE NOMINAL
DIAMETER OF THE PIPE IN INCHES, AND P IS ME AVERAGE
TEST PRESSURE IN PS.
B. VALVE PIT AND PUMP ME STRUCTURES SHALL BE TESTED IN ME PRESENCE OF
STATION TEST: ME ENGINEER FOR EXFLTRATIM BY FILING ME STRUCTURES
TO 1' BELOW ME ACCESS W. A STABILIZATION PERIOD OF
1 HR SHALL BE PROVIDED TO ALLOW FOR ABSORPTION, AT
ME END OF ME STADNZATON PERIOD THE STRUCTURES
SHALL BE REFILLED IF NECESSARY AND THE LEST PERIOD OF
46 HOURS SHALL BEGUN, AT ME END OF ME LEST PERIOD,
ME VOLUME OF WATER CHANGE SHALL BE MEASURED.
THERE SHALL BE NO VISIBLE OR MEASURABLE EXFTLTRATION
OR INFILTRATION OR THE TEST FAILS. IF THE TEST FAILS,
ME CONTRACTOR SHALL REPAIR OR WATERPROOF AND
RETEST
C: PUMP STATION: AN AUTHORIZED REPRESENTATIVE OF ME PUMP MANUFACTURER OR AN
ELECTRICIAN FAMNAR WITH THE OPERATION AND SETTING OF THE PUMP
STATION SHALL fE PRESENT DURING STARTUP, AMPERAGE READINGS ON
EACH MOTOR LE A° SHALL BE MEASURED AND RECORDED. ME CONTRACTOR
SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK
OF ME STATICN INCLUDING ALL FLOAT FUNCTIONS, ALARM TESTING,
INDICATOR UGHTS, H-O-A SWITCHES. PUMP ALTERNATM,AND PHASE
MONITOR IF MREE-PHASE PUMPS ARE USED. ME CONTROL SYSTEM SHALL
BE CYCLED THROUGH MORE THAN ONCE TO INSURE PROPER SEQUENCING
AND OPERATOR OF ME PUMPS EACH PUMP SHALL BE FIELD TESTED
TO INSURE THE PUMPING CAPACITY MEETS ME PROJECT REQUIREMENTS.
1"
I
GENERAL ER05 I ON CONTROL 5PEG I F I GAT I ON5 I ,`
TFE MAM5E OP THE EK05ION i SEDIMENT CONTROL PLAN 15 COMPLY WITH STATE I. SEE Or1ER DRAWINGS OF THESE PLANS FOR ADDITIONAL srORMWATER ANV EROSION CONTROL SPECIFICATIONS AND DETAILS. , INSTALL 5rADIL1ZED THE CONTRACPRIOR TO ANY E%OAVAPON,
TOR SHALL NO
h FEDERAL REGULATIONS DEALING WITH THE CONTROL OF NONPOINT SOURCE INP51 EXTEND FROM EXISTING
CONSTRUCTION ENTRANCE 1-898-DIG-SAFE
POLLUTION THE PLAN CONTAINS A SERIES QR REST MANAGEMENT PRACTICES �I. EDGE OF PAVEMENT
0QF51 DESIGNED TO MINIMIZE POLLUTION RESULTING, FROM STOKMWATEK RUNOFF 2. THE ROADWAY AND YARD FINISH GRADE SLOPES SHALL NOT DE STEEPER THAN 3 ON I THE FW(5HE0 GRADE SLOPES SHALL DE IMMEDIATELY j- I
AND OFF -SITE SEDIMENT OFPC61TION DURING LAND D15TUKDANCE ACTIVITIES. GRADED AND M C ED 1
THE RAN CONSISTS OF THREE COMPONENTS, PREVEMION TREATMQIT, AID 3. ALL DISTURBED AREAS SHALL BE 5TABIL12EP WITH SEEDING AND MA_GHING PRIOR TO OC.TODER I OF EACH YEAR. ANY 015TI, MD AREAS
CONTROL. PRETENSION MEASURES AVOID WATER T PROBLEMS MY AVO
ACTIVITIES THAT CAUSE UPS fOLLVTION PREVENTATIVETATIVEMEASURES INCL.IIDE IDING OUT51PE OF THE ROADWAY SHALL DE IAMEDIATELY 5MPW AND AILLUWITHIN D DAYS NPDD .
IEXISiRIG J2"
MINIMIZING DISTURBED AREAS AND 5E�ING C40N TKUCTION TREATMENT CMM^ Ulf VERT �{
MEASURES INVOLVE THE USE OF PHYSICAL METHOD TO REDUCE THE RESIDUAL 4. THE EROSION CONTROL METHODS u5ED DURING CONSTRUCTION OF THE DEVELOPMENT SHALL PROCEED IN THE FOLLOWING 5EOVENCE: � _ _ �_ � SOUTH BURLINGTON
LEVELS OF WO POLLUTANTS. TREATMENT SYSTEMS INIU-IRE THE l/5E OF \ '\ I R
DIVERSIONS, TEMPORARY SEDIMENTATION DASINS AND PERMANENT DETENTION BASINS. A) THE CONTRACTOR SHALL INSTALL AND MAINTAIN HAY DALE DAMS SILT FENCES, AND OTHER EROSION CONTROL LEASURES. IF
REpVfREP. \ T
CONTROL MEASURES INCLUDE ROUTINE INSPECTIONS AND MAINTFlIANIGE OF THE AS ORDERED MY TIE EN6IALMR. THE EROSION CONTROL AEA51RE5 5HALL DE MAINTAINED AND REPAIRED AFTER EVERY RAINFALL .1. THE N-IV _ I WIL
TEMPORARY AND PERMANENT OF THE TREATMENT MEASURES. —5Ci - RpAo
IMPROVEMENTS ARE PAVED MEJ ALL DEDIME T AREAS HAVE BEEN GRASSED. THE REPAIR S, THE' EROSION CONTROL MEASURES WILL INCLIIPE \ \
REMOVING ANY SEDIMENTATION 1!E SEDIMENT MAY DE PLACED AS PILL IN THE LOW AREAS. IF APPROVED MY TFE ENGINEER.
ER05ION/5EDIMENT CONTROL 5EQUENGE VI
B) THE T(X501L SHALL DE REMOVED FROM THE AREAS TO DE 6RApED AND 570GKPILED STAKED MY DALES OR R SILT FENCE SHALL
DE PLACED 6ONTiNI"5LY AROUND THE BOTTOM O° THE PILE. AA III I
PRIOR TO 5TRIPPING THE TOPSOIL ON THE SITE THE CONTRACTOR SHALL:
-INSTALL THE STADRUIZED GONSTRVGTION ENTKANGE: GI IN AREAS NEAR THE NEW CONSTRUCTION, THE CONTRACTOR SHALL ENCLOSE TIE TRUNKS OF TREES TO DE SAVED WITH WOODEN SNOW I ) 1-64
-INSTALL SNOW FENCE AS SHOWN ON THE PLAN: FENCING ALON' THE DKIPLME TO PROTECT THEM FROM IMA.RY ,
-INSTALL TIE SILT FENCE AS SHOMM ON THE PLAN:
-GEM TRVCT THE PERMMENT DIVERSION DITCH TO INTERCEPT {/
STOKMNATER FROM THE ADJACENT SITE, DI THE SITE GRADING WILL THEN SE DOE. AND THE PIPELIIE5 WILL DE INSTALLED IMMEDIATELY FOLLOWING GRADING THE CONTRACTOR 0t15EA
WILL INSTALL AND MAINTAIN HAY DALE INLET PROTECTION AROUND THE CATCH DA5IN5 UNTIL THE ROADWAY HAS DEEN PAVED AND GRASS HAS COAMRNIGATIOND INC. 0'
THE CONTRACTOR SWILL NOT STRIP THE TOPSOIL FROM ANY AREA UILE'i5
CONSTRUCTION WILL OCCUR WITHIN THE NEXT 45 DAYS. IMMEDIATELY AFTER SEEN E5TADL15HED ON THE SLOPES. L-1Cl
STRIPPING AND STOCKPILING THE TOPSOIL THE TOPSOIL STOCKPILE SHALL BE
SI.RRPILZ 5 WITH A SILT FENCE OR A CONTINUOUS ROW OF HAY DALES AND El THE GONTRAGTOR WILL TOPSOIL, SEED, AND MUCH THE DISTURBED AREAS AS SOON AS POSSIBLE FOLLOWINi COMPLETION OF LOCATION PLAN
THE PILQ SHALL DE SEEDED AND M/LCHPD. ADJACENT I I .- '- -.
CONSTRUCTION I I \ \ NTS
ALL NON-IPEKVIOUS SURFACQS SHALL DE TOPSOILED, SEEDED AND MULC*ED I \ III`
WITHIN 14 DAYS OF ESTABLISHING FINISH GRADE. -
FI OPEN CUT AREAS SHALL DE MULCHED M AS
OF AGTVAL WORK AREAS. AND HAY DALES S NLL BE EMPLOYED TO CO F'IAE SHEET �p
BETWEEN STEMPORAR DE AND AND
MLR DTH ALL DISTI.ION AREAS WASH AND RUNOFF TO THE IMMEDIATE OPEN MCA AS ORDERED MY THE ENGINEER.
SHALL DE TEMPORARY SEEDED AND MJL(lFD IN PREPARATION FOR WINTER I 400—
FOR 51TFWOKK THAT OCCURS DETWEEN OCTOBEK 15TH AND APRIL MY, ALL AREAS S. ROADS ICE 5WALES - ER051ON CONTROL. MATTING SHALL BE INSTALLED WHERE THE GRADIENT EXCEEDS X AND 5TON' FILTER DAM5 SHALL
THAT ARE EXPOSED `HULL DE MULCAIm WITHIN 7 DAYS. ✓I: TR CT 16O �� 200: 350'___--
THE OWNER, OR HI5 MM95MTATIVF SHALL INSPECT THE 517E AFTER EVERY RAIN
DE PLACED AT A SPACING Nor TO EXCEED �
EVENT GREATER THAN 0.50' OR AT LEAST ONCE PER MONTH, AND IMMEDIATELY P. L N> _ .-r 7 SUiI Vl U1 AAA Llf
MAKEEFAIR5OR
_ TO THE 6KO51ON AND TO "'H Il
WHEN VEGE'TAT AODITPEUCMANENR SURFACES HABEEN SEDIMENT CONTROL DEV�I=E� Ire 1 J [;.TSTYt / / -._. --i"_ - -t 9�..,>� ` _ , - _ - ,.j-_. _ •1 LULL. - ""�.. ... _ 'og I I '� ,I. I II \\ .._ �I ^• h i ti-. ....v, 5 - \ I I
ON SITE AS NEEDED.
AND
ESTAID
ON
z \
SITE. THE TEMPORARY CONTROLS MAY DE REMOVED. E Vri ^ ' ` ,
i� ` ELF
1,I -T I ( 1- AL I T
�\ ✓AR�y I
1 ANDDUFFER
\ '.-
\ \ \\
' iW TLf. I
11
I
y I � `
SET AGK
ZAJG WSKI I , '' ij I : I , W - r- -- -� FEB 2 5 2003
, ,.
S�
I I I I
P I
)T7'� ,
°
_ M J' , T\1,1,11,
., /1 j (� R �{ P� }' ry�
INSTALL EROSION CONTROL 1 IJ I -- I. I14 ... I ry �"5U9'i- t- - _ 1 -._ --iR' ICI Ci Oj So. YUI1i11 l01e
}�,@/�
MArnNs aN sIDE store •V I I\ �.I /I / !- ',� ... ..__ _ .. �'....-_I�III
',T'l SPACES
35' 1 ,
_ I I IP/,j� �,i<�.,.. �.� �r-� 1 I I H cowLNHwwGAi�aAr, INC.
- i
III I , I 1 ^` R ,YY. -
CHELS
I 4- �•
r ` � � - ' I
LE&ENQ
A. -10
_ 1)
neorosroLEAsoEUT
O Md rME PO R D
' *F__ / / � I � '' � I i ,� � � � : ) /� _ � \� n co1KRETe uoNAMeNr Pouo
� /. � I I ., ; �.. _ � �\ .• _ _ _ _ s - -_ - eXlsnxG blcoMap GONroue
/
I '
/ I I I - LULL .. •� \ \V (( i / --. �3 A,J -- PN15H e.uoE oaNT
�I I YE I �� A * Ex siva rArcS
exlsTler, rAerH.�
1 I P� ��,\ .--,r✓
Aw bnTE vN.vE
'� I I % I I � s/JnTMY sEwae soevlce
�I ,SoRQONMASSETE j' �_ _ - — Rd-�— HLw ratcE ww
I ELAINE J I n \ \
I l
_.. LULL_ .
-LULL- ...--11 50' WETLAND BIM=HER I iR1 Mo rANMPar t
-- --- L-._ _. � I Ease
/ -rr�-�-. _-,{-� i l 1//%�3 i_�1• _ _ _ _ _ _ _ slww vwcEc -�I
' (TT NG i aN SIDE SLOPE - `.` %�y— I I - I_.. / GON4TRVLTION ENTRNILE
i
' •r
eu
b ry 4_.3, _ ;" \ - 9 nMP PURPOSE of THIS •u 1 ro sLiQLV THE ovER", t
�-^-r--�- AIL"9N -TAILED
Q SEE SITE FLAN
it R(ll
I
2 IRIS PLAN IS NOT r
l
II I I 11 31. I I / / r ( ( 1 I 5HF PRa'ERrr Ar FOLK � Fl CONVEYA
W ♦ H W ATLEY
I Ir
wLLrs ROAD LLc GRAPHIC SCALE
T5 *If
'EN EREDI , 11�.,, \ \ \ % / , PALL H INIERE
v\ 1 y A� 1
Nlr
'L, i - •F'L--_. ._�.-.-_.—IMr _.:._-:S fMLN5oN EARTH( 0! veer
I %' 1 1 r \ MOVING cORF.. 11-h 40 n.
T _ V J NVR E AM s«w
�Mumq
\ `�{ ►/� =A o CKroroAWAc WMAMNMY SENEGAL / GROWN
JI ! + ti •'" `\ t' %, /- ` M M'A ,i E3 H.,M a s2wysG �>
�I ! _ 1_ - \ , - J - I R <' No. A 4� /PJO O'LEARY—BURKE S65 OUTH BURLII GTOOAD
son SOUTH
DVR
__ �..__. _ _ wetlsrw AaAo Oro urr srwr y'prnPP ��� DW9/PJO
}
CIVIL ASSOCIATES, PLC
S ANOREW AVENUE, SUNS 5 ER051 ON AND
\ �� 1 1 1 V •� / I'i MMMViiiAN�d` ESSEX JcT. yr
T'40 PFAX. E8T8899890 5ED 1 MENT GONTROL
il
1
1
Survey Notes:
L THI5 PROPERTY HA5 BEEN COMPILED FROM FIELD SURVEYS AND A SURVEY METHODS EM'LOYED AND TIE RESI.LTING ERROR OF
RECORD EVIDENCE INCLUDING THE FOLLOWING RECORDED MATS. CL.O5UREMRECI5ION RATIO, MEET OR ERGEED MINIMAL PRPCI"ON
or
A 71 1T OF LAID', RI-1 ENT PR 6U5" SOUTH MCLINGTON. VERAIONT, REOUIMENY5 FOR 5UBLRBAN 5URVEY5 A5 OUTLINED IN "STANDARDS
IL BY TRUDELL C0005mriNG f!W9l EER5, INC_ DATED IZ/ 6.. LAST REVISED FOR THE PRACTICE OF LAND 5LRVEYING", ADOPTED BY TIE VERMONT I
4130-84 AND RECORDED IN MAF BOOK or I17, PAGE 09 IN THE BOARD a' LAND 5uRVEYORS EFFECTIVE p/IV99
' C7Y OF SOUTH BLRLINGTON LAND RECOR0
5. A THIS PROPERTY MAY BE Sl ,ecT TO ADDITIONAL EASEMENT$,
B. 'PLAN OP LAW ✓ANICE H BROWN. 50VTH BURLINDrON VERMONT, RE5TRICTIONS, RIGHTS -OF -WAY, ANDrOK RESERVATIONS NOT SHOWN
BY WIL-05 ENGINEERING A5' C- INC. DATED I-24-73 AND RECORDED HEREON THAT MAY OR MAY NOT BE MAD IN THE CITY OF SOUTH
IN MAP DOOK VCLUiEp7, PAGE e3 /N THE CITY OF SOIrTN BI.RLINGTON LAND RECORDS 6
"LINGTON LAND RECORDS. B. A CLOSED TRAVERSE "VEY WA5 COMPLETED IN .X*E 2002 U51NG
2 BEARING5 ARE 5A5E0 ON A COPA55 READING TAKEW AT THE TIME A LEICA TOTAL STATION
OF THI5 X VEY - II-B-" 7. TH15 5URVEY DEPICTS THE PROPERTY LIE5 OF LNP. INC. AND D
1 THE PROPERTY SHOWN HEREON 15 THE PROPERTY CONVEY® TO LW ABUTTING . PROERTY OWNERS 15A5ED ON LAND RECORDS AS OF
INC. BY WARRANTY DEED OF HAROLD P. BROWN ,AC AND THE FFLRUARY ?003. O
CHITTEMDEN TRU5T COMPANY DATED AVGVST 24, 2001 AID A FOLLOWING THE COWLEiION OF CONSTRUCTION THE OWNERISI
UE to
RECORDED IN VOL5U.. PACE 645 IN THE CITY OF SOUTH 5HALL RETAIN A REGI5TERED/LICENSED LAND SURVEYOR TO 5ET THE I r DRNTI/6 WE.DIMi
BURLINGrON LAND RECORDS. FROPERTY CORNERS A$ INDICATED TO BE SET ON TH15 PLAT.
OLEARY-BLRKE CIVIL ASSOCIATES, PLC ♦ KEVIN R. LARO5E. L.5. 6HEL5EA
WAIVE5 NNY MD ALL REXOVSITO HA AND LIABILITY .1 MAY ARISE a �,OMMUNIGATIDNS INC.
FROM FAILURE TO tL F5 ON TO NAVE BEEN NOTIFIED BY THE 42AT IO
OWNER. OR .", SUCCESSORS TO SET ALL THE PROPERTY CORNERS O I
5HOWN ON THIS PLAT
5PENGER W. + I 120 K IM6ALL LLG
m
5I5 276 _ cMF
+ SL —_ Q(
NANGY L. BAKER I 23.72 o.r AG
383 543 _
N76°13'OGW—��
r I N76°1306'W— 399.95
JN-', 1 IFF BARBED WIRE
N7�21WW Lo wl
160.24' # bI I I
IJ r__ - NS' X 50' EA5EMENT
L-- ,----� TO THE CITY OF
115.00 5OUTH BURLINGTON
J05EPH 5. + R
ZAJGH0W5K1 �I-} '
85 237
CM4
114
0.4' nG
CW
ANNA MAYO o4
66:121
`Y } N7i41'37V '
I 35.23 NMr01R0001d
cnw �
ReCoidDsed.• 517,•645 W
4LV,,W4S17 & h
— — 9.89 4M oyi
M
m
60ROON E. + ,
ELAINE J. m '
t5A55ETT
565 260 m ti
Location Plan
N.T.S.
U
2
ul
WO
ulA
I` �V
�_ EC
Z
City of Soo Sudinown
Legend
w
a�
PARCEL PROPERTY LINE
-4
ABUTTER PROPERTY LINE
— — — — — — — — — —
— — SIDELINE OF EASEMENT
01
IRON PIPE FOUND
_
M
372'101,
CONCRETE MONUMENT FOUND
p��
1 Mw
!I A
' AG
ABOVE EXI5TING GRADE
c�
�
AG
W. + H. WHEATLEY
375256 R I
vl
4x4
FLusH
1R'
S72°Il'32'E
454.95 � 2�qipE
p`ICi �
/ <ti
3017 WILL15TON ROAD LLG / ?79� 07AI,ER
477 40'f
0 60 120 180 240 300
GRAPHIC SCALE 1 inch = so ft.
I hereby certify that the information shown hereon is correct to the
best of my knowledge and belief and is based on a collaboration
of pertinent deeds, plats, parol, and other recorded evidence. This
plat was prepared in accordance with and complies with Vermont
Statute Title 27, Section 1403, (a) through (e).
Kevin R. LaRose, LS. 707 Dated
M(�N5
/1 MOVfNG cARTH
96'. ORP
,,IIIIIIJJ�
I YFnnJ�j
` ••••• "'•'•{`
_* ' La =
No. .
.r��
SURVEY
OBCA
0 RECORD ORAWNG PREUIMARY
0. SKETCH/COPIMP7
OESION
OTEARY-BURKE
CIVIL ASSOCIATES, PLC
DRAWN
CHECKED
E
�Q '•
j!'"•••....: a �
,,JJJ1IA111� ,
KKL
5ANDREWAVENVE, SUFW5
�T��
H7KMIE:E , W
FAX 6784M9
SCAIF
I (>O
E41AJL.' o60Wl sh)IL n
BG BELOW EXI5TING GRADE
J OUTSIDE DIAMETER
IRON PIPE TO BE SET
City of South Burlington
Received for Record
A.D.
at ___ ,_o'clock _______minutes_M
and recorded in
ottest:_--
Town Clerk
LNP, Inc, '11063-°'
MAN SHEET
Property Plat PIE
CITY OF SOUTH BURLING7CON
DEPARTMENT OF PLANNING & ZOND1G
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
March 25, 2003
Faul O'Leary
O'Leary -Burke Civil Associates
5 Andrew Avenue, Suite 5
Essex Jot., VT 05452
Re: 65 5hunpike Road
Dear Mr. O'Leary:
Enclosed is the agenda for next Tuesday's Development Review Board meeting and my
comments to the Board. f lease be Sure that someone io at the meeting on Tuesday,
April 1, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street.
Sincerely,: •?
Raymond J. 13clair
Administrative Officer
Encl.
02LEARY-BURKE CIVIL ,ASSOCIATES, PLC
t ,�cw[n[[t.[i •['tl,�ra�n[['t't'at, s[[tr�:'t.'
j Rnu t If urlep Dan Rexford
C.Ay (If ;iOUlh BUtlitlgt(nt March 10, 2003
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W-4101 1
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IS41-4106 Seruud - Matulcd Unit Development
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Janet:
We undentand that it has been tcu) long since the aubmigsion of Sketch Plan
(l .1 S-02) for This; project to be conffiM1cmd for Prcliminaty apprm sal. The phou and
:LI311C4ki n L1uaL WOM SubmiLted on !-cbtatatti 24'h, 2(X)3, will be reviewed ind considered
for apVtoval as a Sketch Platt, The Preliminary feu, submitted with the application on
February 24`r', 2(.u)3, will be: applied at I1reliminary mbmirtal.
If you have any questiorLs, plcme call.
HSSEX JCT , VT OS452
878-499il, i' lk $78 9981), (.-•<\IrLll.: C)13C;,1(>,PS1lil "l',C 0NI
1Q"e! 6866 S. S ZOOS IIA13 3NNna-.'aw3-ieo W.-j TS:<:T 1200 ..--OT-;'JAW
Permit Number SD- G 3 - IS —
CITY OF SOUTH BURLINGTON
APPLICATION FOR P Si<67 DIVISION PREVIEW
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 #)
LNP, Inc.
c% Al Senecal
25 Omega Drive
Williston, VT 05495
Phone: (802) 862-1579
2) LOCATION OF LAST RECORDED DEED (Book and page #)
Book 517, Page 645
3) APPLICANT (Name, mailing address, phone and fax #)
LNP, Inc.
c% Al Senecal
25 Omega Drive
Williston, VT 05495
Phone: (802) 862-1579
4) CONTACT PERSON (Name, mailing address, phone and fax #)
Paul O'Leary
O'Leary -Burke Civil Associates
5 Andrew Ave., Suite #5
Essex Junction, VT 05452
5) PROJECT STREET ADDRESS:
65 Shunpike Road
South Burlington, VT 05403
6) TAX PARCEL ID # (can be obtained at Assessor's Office)
Phone: (802) 878-9990
Fax: (802) 878-9989
7) PROJECT DESCRIPTION
a) Existing Uses on Property (including description and size of each separate use)
N/A —This parcel is currently undeveloped.
b) Proposed Uses on property (include description and size of each new use and existing uses to
remain)
This project consists of constructiL7g one 9,430 square foot office building and one 60,800 square
foot mixed use building consisting of office and warehouse space.
c) Total building square footage on property (proposed buildings and existing buildings to remain)
1 proposed office building = 9,430 S.F.
Iproposed mixed use building = 60,800 S.F.
Total = 70,230 S.F.
d) Height of building & number of floors (proposed buildings and existing buildings to remain,
specify if basement and mezzanine)
The proposed office buildingwill be one story. The proposed mixed use building will be 2 stories
and less than 35 feet high.
e) Number of residential units (if applicable, new units and existing units to remain)
N/A — This is a commercial project.
f) Number of employees & company vehicles (existing and proposed, note office versus non -office
employees)
- 200 office employees (39,830 S.F.1200 S.F./employee = 200)
- 4 warehouse employees
- 4 company vehicles
g) Other (list any other information pertinent to this application not specifically requested above,
please note if Overlay Districts are applicable)
g) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.:
The office building has changed from 8,250 square feet to 9,430 sic uare feet. The layout of the
mixed commercial warehouse and office buildings has also changed. The sketch proposal was for
three mixed use buildings. The applicant is now proposing one 60,800 square foot mixed
commercial warehouse and office building. The layout of the proposed parking has change
d per
the new buildinz lavout. The overall lot coverage is now approximately 38% compared to the 48%
roposed at sketch plan submittal.
2
8) LOT COVERAGE
a) Building: Existing 0% Proposed 16.31
b) Overall (building, parking, outside storage, etc)
Existing 0% Proposed 37.61
c) Front yard (along each street) Existing 0% Proposed 0%
9) COST ESTIMATES
a) Building (including interior renovations): $ 2,106, 900.00
b) Landscaping: $ 31,220.00
c) Other site improvements (please list with cost):
3 " SDR 26 PVC force main (966 7 -
$14, 490. 00
Pump Station (1) -
$25, 000.00
Valve Pit (I) -
$2, 000.00
Sewer Service
$400.00
8" CL52 D.I. water line (426) -
$10, 650.00
Water services (2) -
$500.00
Gate Valves (3) -
$1,350.00
Hvdrant (1) -
$1, 500.00
12" PE storm pine (547') -
$13,675.00
Catch Basin (4) -
$6, 000. 00
Utility trenches and conduit (1,148 -
$6, 888.00
Road, Drives and Parking (10, 952 SD -
$164, 280. 00
Curbing (1,782) -
$17,820.00
Concrete Sidewalk (20 Sn -
$400. 00
Total -
$264, 953.00
10) ESTIMATED TRAFFIC
a) Average daily traffic for entire property (in and out): 998 Trips
b) A.M. Peak hour for entire property (in and out): 76 Trips
c) P.M. Peak hour for entire property (In and out): 91 Trips
11) PEAK HOURS OF OPERATION: 7: 00 — 9: 00 a. m. and 4: 00 — 6: 00 p. m.
12) PEAK DAYS OF OPERATION: Monday through Friday
13) ESTIMATED PROJECT COMPLETION DATE: September, 2004
14) 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 (1 I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time
of submitting the W plat application (see Exhibit A).
3
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.
&rOGNATURE�6VAPPLICkO
d4z
SIGWATUkE Of .O•
Do not write below this line
DATE OF SUBMISSION: 2 Z5 03
sketch p14-vt
I have reviewed this application and find it to be:
❑ Complete ❑ Incomplete
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
April 4, 2002
Mr. Paul O'Leary
O'Leary -Burke Civil Associates, PLC
5 Andrew Avenue, Suite 5
Essex Junction, Vermont 05452
Re: 65 Shunpike Road
Dear Mr. O'Leary:
Enclosed, please find a copy of the minutes from the February ig, 2002 Development
Review Board meeting.
If you have any questions, feel free to contact me.
Sincerely,
Raymond J. Belair
Administrative Officer
Encl./Td
DEVELOPMENT REVIEW BOARD
19 FEBRUARY 2002
PAGE 7
8. Preliminary plat application #SD-02-06 of Pizzagalli Properties, LLC to
subdivide a 7.88 acre parcel into two lots of 4.52 acres and 3.36 acres, 750
Hinesburg Road:
The applicant indicated they have been to the Development Review Board with a sketch.
The plan has also been looked at by the City Engineer. The only input they haven't
gotten is from the Rec Path Committee.
They met with the city's arborist regarding landscaping. He asked them to remove and
replace the Norway maples with a variety of other species on both sides of the proposed
drive. The drive will also have a new name, possible Mansfield Drive.
Mr. Boucher asked about a traffic study. Mr. Belair said that will be more appropriate
when they have a site plan.
Mr. Cameron moved to approve preliminary plat application #SD-02-06 of
Pizzagalli Properties, LLC, subject to the stipulations in the draft motion of 19
February 2002. Ms. Quimby seconded. Motion passed unanimously.
9. Sketch plan application #SD-02-04 of Omega Electric Construction for a
planned unit development consisting of. 1) three buildings totaling 63,200 sq.
ft. for warehouse, storage and distribution use, and 2) an 8,250 sq. ft.
building for general office use on 9.89 acres, 65 Shunpike Road:
Mr. O'Leary showed the location of the property. There is a 65 ft. right-of-way to
Kimball Avenue. Potash Brook is on the west side of the property and has a 50 foot CO
buffer. They do not propose any impact on the CO District.
The plan is for 4 separate buildings and a total of 71,450 sq. ft. One building would be an
office use, and the other 3 would be mixed office -warehouse use. 191 parking spaces are
required and they propose 193.
They are asking for 2 waivers: one to have only 63 feet of frontage and the other for the
50 ft. PUD setback. They will have a 65 ft. setback where the property abuts residential
uses.
Municipal water and sewer will be used. Storm water will be treated on site.
Mr. Belair reviewed the history of the subdivision. Because the latest subdivision was
never recorded, the plan reverted to the last recorded plan. This is why the address still
shows as Shunpike Road. It will be changed to Adelphia Drive eventually.
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
February 13, zooz
Mr. Paul O'Leary
O'Leary -Burke Civil Associates, PLC
5 Andrew Avenue, Suite 5
Essex Junction, Vermont 05452
Re: 65 Shunpike Road
Dear Mr. O'Leary:
Enclosed is the agenda for next Tuesday's Development Review Board meeting and
my comments to the Board. Please be sure that someone is at the meeting on
Tuesday, February iq, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dorset
Street.
Sincerely,
f f
bl.
Raymond J. Belair
Administrative Officer
Encl./td
DEVELOPMENT REVIEW BOAR MEMO
February 19, 2002 MEETING
street serving lot A should be constructed to city standards. Access to lot B (3.34 acre`) is
provided via a proposed 20 foot wide gravel drive within the same ROW
Lot size/)Frontage: The lots meet the minimum lot size requirement of 40,000 sq. ft. for
the I-C District. Lot A has 233 feet of frontage on Hinesburg Road. Lot B has 300 feet
of frontage on the proposed road. The minimum requirement is 200 feet.
Sewer: The applicant, in a letter dated February 7, 2002, requests 1,500 gpd of sewer
allocation.
Traffic Overlay 'Zone: This property is located in Traffic Overlay Zone 5 which allows the
two combined lots to generate a maximum of 220 vehicle trip ends (vtes) during the p.m.
peak hour.
Recreation Path: The applicant is proposing a recreation path within the proposed City
Street. The Recreation Path Committee reviewed this plan and provided comments (see
enclosed).
Other: The street name "Mountain View Drive" is similar to the existing street
"Mountain View Boulevard". The applicant should propose a different name for
approval by staff at final plat submittal.
The applicant should include a landscape plan illustrating the location of street trees. The
applicant should work with the City Arborist on this issue.
The Board should ignore all site plan information on the plans since site plan review is
not part of this request.
9) OMEGA ELECTRIC CONSTRUCTION —SKETCH PLAN-65 SHUNPIKE
ROAD
This project is for a planned unit development consisting of: 1) three (3) buildings totaling
63,200 square feet for warehouse, storage and distribution use, and 2) an 8,250 square foot
building for general office use on 9.89 acres.
This property at 65 Shunpike Road lies within the l-C District. It is bounded on the west
by Potash Brook, on the south by Adelphia Cable and an office building, on the east by
single family development, and on the north by P.J.'s Auto Sales and Marine Collections.
Coverage/Setbacks: Building coverage is 16.5 (maximum allowed is 30%). Proposed
overall coverage is 48.16% (maximum allowed is 70%). The required setback distance
from a residential district boundary line is 65 feet, and the required PUD perimeter
setback is 50 feet. Currently the plan does not show these setback consistently around the
proposed development. The Board may modify this requirement pursuant to Section
15.406 of the zoning regulations, except for the 65 foot setback.
Access: Access to the development is via a 60 foot wide ROW (Adelphia Drive) off of
Kimball Avenue approved to be a City street. The applicant will be required to extend
the city street onto his property and construct a cul-de-sac to be dedicated to the City.
rrA
DEVELOPMENT REVIEW BOARD MEMO
February 19, 2002 MEETING
Frontage: The minimum frontage requirement for a PUD is 120 feet in the i-C District.
This property has 60 feet of frontage. The Development Review Board can modify this
requirement under Section 15.406 of the zoning regulations.
Parking: The parking requirement is 191 spaces, the sketch plans shows 1-93. The
proposed development requires six accessible spaces; the sketch plan shows eight. The
plan -should show the location of a bike rack.
Sewer: Sewer allocation should be requested at preliminary plat submittal.
Dumpster: Screened dumpsters are _proposed at three locations on the property.
Lighting: Details of any lighting fixture proposed should be submitted with the
preliminary plat submittal.
Landscaping_ The preliminary plat plan should include a proposed landscape plan.
C. O. District/wetland buffer: This property includes a C. O. District along delineated
wetlands. No encroachment proposed. This buffer should be labeled "C. O.
District/wetland buffer" on the plans.
DEVELOPMENT REVIEW BOARD MEMO
February 19, 2002 MEETING
Frontage: The minimum frontage requirement for a PUD is 120 feet in the l-C District.
This property has 60 feet of frontage. The Development Review Board can modify this
requirement under Section 15.406 of the zoning regulations.
Parking: The parking requirement is 191 spaces, the sketch plans shows 193. The
proposed development requires six accessible spaces; the sketch plan shows eight. The
plan should show the location -of a bike rack.
Sewer: Sewer allocation should be requested at preliminary plat submittal.
Dumpster: Screened dumpsters are proposed at three locations an the property.
Lighting: Details of any lighting. fixture proposed should be -submitted with the
preliminary plat submittal.
Landscaping: The preliminary plat plan should include a proposed landscape plan.
C. O. District/wetland buffer: This property includes a C. O. District along delineated
wetlands. No encroachment proposed. This buffer should be labeled "C. O.
District/wetland buffer" on the plans.
8
DEVELOPMENT REVIEW BOARD MEMO
February 19, 2002 MEETING
street serving lot A should be constructed to city standards. Access to lot B (3.34 acre) is
provided via a proposed 20 foot wide gravel drive within the same ROW
Lot size/Frontage: The lots meet the minimum lot size requirement of 40,000 sq. it. for
the I-C District. Lot A has 233 feet of frontage on Hinesburg Road. Lot B has 300 feet
of frontage on the proposed road. The minimum requirement is 200 feet.
Sewer: The applicant, in a letter dated February 7, 2002, requests 1,500 gpd of sewer
allocation.
Traffic Overlay This property is located in Traffic Overlay Zone 5 which allows the
two combined lots to generate a maximum of 220 vehicle trip ends (vtes) during the p.m.
peak hour.
Recreation Path: The applicant is proposing a recreation path within the proposed City
Street. The Recreation Path Committee reviewed this plan and provided comments (see
enclosed).
Other: The street name "Mountain View Drive" is similar to the existing street
"Mountain View Boulevard". The applicant should propose a different name for
approval by staff at final plat submittal.
The applicant should include a landscape plan illustrating the location of street trees. The
applicant should work with the City Arborist on this issue.
The Board should ignore all site plan information on the plans since site plan review is
not part of this request.
9) OMEGA ELECTRIC CONSTRUCTION —SKETCH PLAN-65 SHUNPIKE
ROAD
This project is for a planned unit development consisting of: 1) three (3) buildings totaling
63,200 square feet for warehouse, storage and distribution use, and 2) an 8,250 square foot
building for general office use on 9.89 acres.
This property at 65 Shunpike Road lies within the I-C District. it is bounded on the west
by Potash Brook, on the south by Adelphia Cable and an office building, on the east by
single family development, and on the north by P.J.'s Auto Sales and Marine Collections.
Coverage/Setbacks: Building coverage is 16.5 (maximum allowed is 30%). Proposed
overall coverage is 48.16% (maximum allowed is 70%). The required setback distance
from a residential district boundary line is 65 feet, and the required PUD perimeter
setback is 50 feet. Currently the plan does not show these setback consistently around the
proposed development. The Board may modify this requirement pursuant to Section
15.406 of the zoning regulations, except for the 65 foot setback.
Access: Access to the development is via a 60 foot wide ROW (Adelphia Drive) off of
Kimball Avenue approved to be a City street. The applicant will be required to extend
the city street onto his property and construct a cul-de-sac to be dedicated to the City.
7
CITY ENGINEER'S COMMENTS FOR 2/19/2002
DEVELOPMENT REVIEW BOARD MEETING
1) DESLAURIERS SKETCH PLAN -
a) THERE IS AN EXISTING WATER MAIN AND SEWER MAIN ON THE PROPERTY. THE PLAN
SHOULD SHOW THESE UTILITIES.
b) IF THE STREET IS TO BE A PUBLIC STREET THE PORTION BUILT TO SERVE HORIZON
HEIGHTS DEVELOPMENT SHOULD BE UPGRADED TO CITY STANDARDS.
C) THE 900 BEND IN THE ROAD SHOULD BE ADEQUATE FOR A VEHICLE SPEED OF 35
MPH IT MAY NOT BE. THIS SHOULD BE CHECKED, OR MAKE IT AN INTERSECTION
WITH STOP SIGN ON BOTH LEGS.
d) ALL UTILITIES EXCEPT MUNICPAL (WATER & SEWER) SHALL BE OUTSIDE OF THE 60
FOOT R. O. W.
2) OMEGA ELECTRIC CONSTRUCTION PUD SKETCH PLAN -
a) THE POTENTIAL ACCESS TO ADELPHIA DRIVE FOR 3017 WILLISTON ROAD SHOULD
BE COMPLETELY SHOWN ON THE SKETCH PLAN.
b) THE SEWAGE PUMPING STATION SHALL BE PRIVATELY OWNED AND MAINTAINED.
3) HOMESTEAD DESIGN, INC. SKETCH PLAN -
a) A DEAD END STREET SHOULD HAVE A TURN AROUND WITH A LARGE ENOUGH
RADIUS TO A CCOMODATE A BUS.
b) THERE SHOULD BE A SIDEWALK TO SERVE ALL THE UNITS EXTENDING TO THE BIKE
PATH AND NOT REQUIRE THE RESIDENTS TO WLK IN THE STREET.
C) STREETS SHOULD BE BUILT TO CITY STANDARDS.
d) THE BIKE PATH IF POSSIBLE SHOULD COME UP THE CONNECTION TO INDIAN CREEK
ROAD AND EAST ALONG INDIAN CREEK TO DORSET STREET.
... MORE COMMENTS TO BE GIVEN OUT AT THE MEETING
FIRE CHIEF'S COMMENTS FOR2/19/02
DEVELOPMENT REVIEW BOARD MEETING
BARONE CONSTRUCTION SKETCH PLAN -
RESIDENTIAL SPRIKLERS
DESLAURIERS SKETCH PLAN -
SPRINKLER AND FIRE ALARMS
OMEGA ELECTRIC CONSTRUCTION PUD SKETCH PLAN -
SPRINKLER AND FIRE ALARMS
HOMESTEAD DESIGN, INC. SKETCH PLAN -
RESIDENTIAL SPRINKLER -MULTIPLE UNITS
3017 WiMstan Road LLC
JAN I s 2002
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LOCATION PLAN
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O'LEARY-BURKE
CIVIL ASSOCIATES, PLC
5 ANDREW AVENUE, SUITE 5
ESSEX JCT, VT 05452
TEL. # 878-9990
FAX. * 878-9989
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•AO' NiONE: 878-9990 1
FAX: e78-9989
To: Applicants
From: Stephanie Smith, City of South Burlington
RE: Project Staff Notes
Date: 5 February 2002
Re: Sketch plan application SD-02-04 of Omega Electric Construction, 65 Shunpike Road.
Overview:
Sketch plan application #SD-02-04 of Omega Electric Construction to construct a mixed -use
commercial warehouse and office building on 9.89 acres, 65 Shunpike Road.
Issues:
1) The sketch plan should show existing watercourses, wetlands (as shown on the South Burlington
official wetland map), wooded areas and other natural features. Have the wetland been
delineated by a wetland expert?
2) The R4 and IC district boundary line should be clearly indicated on the sketch plan, the
applicant should be aware that the setback distance to a district boundary line is 65 feet and 50
foot PUD perimeter setback front. The plan currently does not reflect these setbacks where they
apply. The Board may modify this requirement under Section 15.406 of the zoning regulations.
3) The applicant should provide by preliminary plat
i) a perimeter survey stamped by a licensed surveyor
ii) wetland delineation, if not already completed
4) The applicant should request sewer allocation at preliminary plat submittal.
5) PUD's in the I-C District have a minimum frontage requirement of 200 feet. This property has
only 60 feet of frontage on a proposed public street (Adelphia Drive). The Board may modify
this requirement under Section 15.406 of the zoning regulations.
Completeness of Plan:
The applicant has submitted sufficient information for Development Review Board to consider the sketch
plan application with the above exceptions noted. Please provide additional information by February13,
2002.
Recommendation:
Staff recommends this application be authorized to proceed for sketch plan consideration at the February
19, 2002 meeting.
DE'FA TIA/MNT COIF PIANNIITO & ZONING
575 DORSET STREET
SOUTH BLRLINGTON, VERIMONT 05403
(802) 846-4106
FAX (802) 846-4101
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o'Leary-Burke c- �, Associates, PLC
January 15, 2002
Mr. Ray Belair
Zoning Administrator
575 Dorset Street
South Burlington, VT 05403
Re: Al Senecal Parcel, 65 Shunpike Road
Dear Ray:
We are writing on behalf of Al Senecal, who is proposing a planned unit
development on a parcel of land in South Burlington, located north of Kimball Avenue and
south of Williston Road. The tax parcel ID# is 34-01560-00065.L. The parcel is
undeveloped and consists of approximately 9.89 acres.
The proposal consists of constructing three (3) new mixed commercial warehouse
and office buildings with a total building footprint of 62,200 square feet, one (1) 8,250 square
foot office building and parking lots with a total of 193 spaces. Access will be through
Adelphia Drive where there is an existing 60' wide Right -of -Way. The sewer connection will
be made to an existing manhole located on Shunpike Road. The water will be connected to
the existing main which ends on Adelphia Drive. Gas, electric and telephone utilities will be
extended from Kimball Avenue, along Adelphia Drive to the project site.
Please find the following attached information:
1) Site Plan Application;
2) Five (5) full size copies of the Sketch Plan;
3) One (1) reduced (I I" x 17") copy of the Sketch Plan;
4) Abutter List;
If you have any questions, please call.
Sincerely,
V
Daniel V. Rexford
Enc.
cc: Al Senecal
D:\2001 \1083\sketchlettendoc
5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET
Abutter List — Al Senecal Project
Chelsea Communications Inc.
106 Kimball Avenue
South Burlington, VT 05403
120 Kimball LLC
159 Industrial Parkway
Burlington, VT 05401
Spencer W. & Nancy L. Baker
123 Shunpike Road
South Burlington, VT 05403
Joseph S. & Joyce M. Zajchowski
79 Shunpike Road
South Burlington, VT 05403
Anna Mayo
75 Shunpike Road
South Burlington, VT 05403
Gordon E. & Elaine J. Bassett
71 Shunpike Road
South Burlington, VT 05403
Wilson K. Jr. & Helene Wheatley
69 Shunpike Road
South Burlington, VT 05403
3017 Williston Road LLC
3017 Williston Road
South Burlington, VT 05403
Paul H. Choiniere
2073 Williston Road
South Burlington, VT 05403
Munson Earth Moving Corporation
366 Dorset Street
South Burlington, VT 05403
DA2001 \ 1083\abutter.doc
Permit Number SD-
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 #)
LNP, Inc. Phone: (802) 862-1579
C/O Al Senecal
25 Omega Drive
Williston, VT 05495
2) LOCATION OF LAST RECORDED DEED (Book and page #)
BOOK 517, PAGE 645
3) APPLICANT (Name, mailing address, phone and fax #)
Omega Electric Construction Phone: (802) 862-1579
C/O Al Senecal
25 Omega Drive
Williston, VT 05495
4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)
Owner
5) CONTACT PERSON (Name, mailing address, phone and fax #)
O'Leary -Burke Civil Associates Phone M (802) 878-9990
5 Andrew Ave., Suite 5 Fax #: (802) 878-9989
Essex Jct., VT 05452
6) PROJECT STREET ADDRESS:
65 Shunpike Road
South Burlington, VT 05403
7) TAX PARCEL ID # (can be obtained at Assessor's Office)
34-01560-00065. L
8) PROJECT DESCRIPTION
a) Existing Uses on Property (including description and size of each separate use)
N/A
b) Proposed Uses on property (include description and size of each new use and existing uses to remain)
-62,200 square feet of mixed commercial warehouse and office buildings.
-One 8,250 square foot office building.
c) Total building square footage on property (proposed buildings and existing buildings to remain)
-71,450 square feet of proposed buildings.
d) Proposed height of building (if applicable)
-25 feet
e) Number of residential units (if applicable, new units and existing units to remain)
N/A
f) Other (list any other information pertinent to this application not specifically requested above, please note
if Overlay Districts are applicable)
9) LOT COVERAGE
a) Building: Existing 0% Proposed 16.59%
b) Overall (building, parking, outside storage, etc.)
Existing 0% Proposed 48.16%
c) Front yard (along each street) Existing 0% Proposed 0%
10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants,
leases, rights of way, etc.)
Easement to the City of South Burlington for plow turn around and snow storage.
11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES
(sanitary sewer, water supply, streets, storm drainage, etc.)
Forcemain connection to an existing sewer manhole on Shunpike road, the extension of the existing 8"
water main on Adelphia Drive to the project site, and the extension of gas, electric and telephone
utilities from Kimball Avenue along Adelphia Drive to the project site.
12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be
provided on a separate attached sheet)
See attached sheet
13) ESTIMATED PROJECT COMPLETION DATE
July, 2003
14) PLANS AND FEE
Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size
copies and one (1) reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application
fee is free.
I hereby certify that all the information requested as part of this application has been submitted and is accuratc
to the best of my knowledge.
I ATURE OF APPLIC T
MAIJ
M�/ -.
W'4
Do not write below this line
DATE OF SUBMISSION:
I have reviewed this sketch plan application and find it to be:
Complete _ Incomplete
Director of Planning & Zoning or Designee Date