HomeMy WebLinkAboutBATCH - Supplemental - 0000 Lakeview LaneLEGAL NOl ICES -T
PUBLIC NEARING
SOUTH BURLINGTON
PLANNING COMMISSION
The South Burlington Planning
Commission will hold a public
hearing of the South Burlington
City Hall, Conference Room, 575'
Dorset Street, South Burlington, .,
Vermont on Tuesday, April 12, 1
1983, at 7:30 P.M. to consider the
following:
1) Preliminary Plat application by
Homestead Design, Inc., for a b-
lot subdivision on Bartletts Bay
Road. Property Is bounded on the
north by Irish and Farrell, on the
northeast by the South Burlington
sewage treatment plant, on the
south by Bartletts Bay Road, and
on the west by Butterfield,
Shearer; Campbell, Flanders,
Bruhn, Irish, and Mackay.
2) Revised Final Plot application
by New .England Equities for re.
vised layout of the multi-family
portion of the Bartlett Property
.development Including a swim- �
ming pool. Property Is bounded on
the north by South Burlington Rec-
reation Area and on the east,
south, and west by other portions
of the Bartle" Property develop-
ment.
3) Preliminary Plat application by
John Better for a Mot Industrial
subdivision at Ethan Allen Farm.
Property is bounded on the South
by the airport and by National
..Guard Avenue, an the west by
Shamrock Road, on the north by
Ashline, Unsworth, and the Winoo-
ski River, internally by Berard,
and on the east by numerous resi-
dents of Country Club Estates.
.4) Final Plat Application by
O'Brien Brothers Agency, Inc., for
a 36 unit residential development
entitled College Woods on Potchen
Road west of 1-89. Property is
bounded on the north by the Wi-
nooski River and Rene Berard, on
the east by 1.89, on the south by
Patchen Road, and on the west by
Romeo Desaultels.
Copies of the applications are
available for public Inspection of
the South Burlington City Hall.
Sidney B. Pager
Chairmon,s
South Burlington
Planning Commission
March 26, 1993
LEGAL N0710E5 1 ,
PUBLIC HEA
PUBLIC HEARING _
- SOUTH OUR N
SOUTH BURLINGTON
PLANNING CGM ION -
PLANNING COMMISSION
I
The South Burlingto tanning
The South Burlington Planning
ImmlSslon will hot public
Commission will hold a public
arIng at the South lington
hearing at the South Burlington
Y Hall,. Conference m, 575
City Hall, Conference Room, 575
rsd Street, South Inglon,
Dorset Street, South Burlington,
ramt on Tuesday, cry 24,
Vermont on Tuesday, October
I, of 7:30 P.M. to c er the
11, 1983. at 7.30 P.M. to con -
'owing:
Sider the following.
'
I) Final plot application (re -
Final Plot Applicaflo y LTH
vised use on lot 10 of Rebec-
.oclates for six n coma
co Square) by LTH
'cial lots on Harbor Road
Associates for a community
he Bartle" Proper velgp.:
care home on Williston
It. Properly Is boun an the'
Rood. Property is bounded
1 by Shelburne Roo n the
on the north by Rebecca
h by Beres Corvor n, on
Square and Morton, on the
and east by of lands
east by Racine, Merriam
Corth
e applicant, and on south
Graves, and Lawrence, on
llenwood Home, Co d In.
the south by Williston Road
ment Group, and F But.
and other land of LTH Asso.
i
an. Realty Corporatl
dotes, and on the wesl by
I NCR Corporation.
,Inol Plat AOplica by
estead Design, Inc., a 6-
2) Revised Final Plat Applica.
ubdlvislon on Bartl Bay
Lion by Homestead Design,
1 Property Is boun the
Inc.. for a five -lot subdivision
east by the South Bu gton
on BOrtlens Boy Road. Prop.
ye treatment plant, the
arty is bounded on the
�by Bortle"s Bay R and
northeast by the south Bur
le west by Butt etd,
ef, Campbell, FI rs,
Irish, Mackay.
lington sewage treatment
pfont• on the south by Barg
lefts Bay Rood,
and
of the OPPllcatio ore
and on the
west by Butterfield, Shearer,
Campbell, Flanders, Bruhn,
ile for public Inspe at
Irish, and Mackay.
dh Burlington City H
SldneY B. er
Copies of the application are
Chof h, I
South Burl pn.
available for public inspection at
the South Burlington City Half.
Planning Comm on'
" 19113
Sidney B. Poger
Chairman,
South Burlington
Planningg Commission
September 24, 1983
July 19, 2007
John Hausner, Vice President
Homestead Design Inc.
8 Carmichael
Essex, Vermont 05452
Dear John:
Pursuant to our telephone conversation this morning I am writing in regard to Lakeview Lane in South
Burlington and the pending change in status. If in fact South Burlington does not wish to accept
ownership of that street I would be interested in holding the deed.
I am in the process of sub -dividing the abutting 2.5 +/- acre and Lakeview Lane would be the access for
that purpose. When I actually come to develop the property my intention is to use a newly proposed
street which would be built in conjunction with the Farrell / Bahrenburg project. That proposed street
would be parallel and to the east of Lakeview Lane. Hopefully the attached sketch will refresh your
memory and clarify the above.
I have also attached a draft of a proposed letter my neighbors on Lakeview Lane explaining my
intentions. In previous meetings with them regarding the development of those 2.5 +/- acres they much
prefer the street be kept in its existing form and use.
I have a time limit to sub -divide but not to develop so having this deed will insure I have access to my
abutting lot now for sub -division and allow me for the Farrell/Bahrenburg project to run its course.
Subsequent to our conversation this AM, Ray Belair informed me he spoke with Mr. Marcellino about
this subject so my call was timely. Randy Amis is the attorney helping me with my sub -division
paperwork and if this works out could also prepare the necessary deed transfer documents.
Many thanks for your help,
U' u Bab Irish \Jv't', L
cc Ray Belair, Planning/Zoning Administrator
I
STITZEL, PAGE & FLETCHER, P.C.
ATTORNEYS AT LAW
171 BATTERY STREET
P.O. BOX 1507
BURLINGTON, VERMONT 05402-1507
(802) 660-2555 (VOICE/TDD)
STEVEN F. STrrZEL
FAX (802) 660-2552 or 660-9119
PATTI R. PAGE*
W W W.FIRMSPF.COM
ROBERT E. FLETCHER
E-MAMkFIltM2555@F1RMSPF.COM)
JOSEPH S. MCLEAN
WRITER'S E-MAIL (RFLETCHER@FIRMSPF.COM)
AMANDA S. E. LAFFERTY
WRITER'S FAX (802) 660-9119
(*ALSO AMUTTED IN N.Y.)
HAND DELIVERED
August 6, 2007
Ray Belair, Administrative Officer
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
RE: Lakeview Lane
Dear Ray:
OF COUNSEL
JOHN H. KLESCH
As we discussed, enclosed is an original Quitclaim Deed for Lakeview Lane, so-called.
Also enclosed is a Property Transfer Tax Return. Please have Chuck sign theses documents, get
HDI's signature on the PTTR, and they will be ready for recording.
Since the recording of the signed deed was unintended and unauthorized by the City
Council, we view this as property the City does not own, and a relinquishment only of a cloud on
title, rather than title per se. Consequently, the City Council's authorization to execute this Deed
is not required, nor is the public notice/waiting period under 24 V.S.A. §1061.
Call with any questions. As I passed along, RandyAaf
this is a "done deal" so that his client can approach 1-19rabout
Ro
/ref
Enclosures
son07-106.cor
is anxious to know when
, Esq.
cOived__LdA,orded in Vol.
So. Burlington L
est: ----
Donna S.
TITZEL, PAGE &
FLETCHER, P.C.
rTORNEYS AT LAW
171 BATTERY STREET
PO. BOX 1507
JRLINGTON, VERMONT
05402-1507
,X'S OFFICE
D 2067 0;57M
771 on page. - �(AS
i Records
�L_�Qa QUITCLAIM DEED
iville, CitYK"W ALL MEN BY THESE PRESENTS, that the CITY OF SOUTH
BURLINGTON, a Vermont municipal corporation situate in the County of Chittenden and
State of Vermont (the "Grantor"), for good and valuable consideration, the receipt of which is
hereby acknowledged, does hereby RELEASE, REMISE and FOREVER QUITCLAIM
unto HOMESTEAD DESIGN, INC., a Vermont corporation having its principal place of
business in Essex Junction, in the County of Chittenden and State of Vermont (the "Grantee"),
and its successors and assigns forever, whatever right, title or interest the Grantor may have in a
certain parcel of land more particularly described as follows:
Being a strip of land sixty (60) feet in width and depicted as "60' PRIVATE ROAD
EASEMENT" on a Survey Plan entitled "PROPOSED HOMESTEAD DESIGN INC.
PROPERTY SOUTH BURLINGTON VERMONT" prepared by George Bedard, dated
March 3, 1983, last revised September 13, 1983, and of record in Volume 166 at Page
39 of the Land Records of the City of South Burlington (the "Property").
The Property is all and the same lands and premises conveyed to Grantor by Warranty
Deed of Homestead Design, Inc., Grantee herein, dated 1983, acknowledged on October
20, 1983, and recorded in Volume 194, Page 509 of the City of South Burlington Land
Records; which recording was erroneous.
The Grantee irrevocably offered to dedicate the Property to the Grantor by its
Irrevocable Offer of Dedication dated June 21, 1984 and of record in Volume 201 at
Pages 389-91 of the Land Records of the City of South Burlington. By Agreement and
Waiver also dated June 21, 1984 and of record in Volume 201, at Pages 392-95, of the
said Land Records, the Grantee herein expressly agreed not to apply to the Grantor
herein for acceptance of the Property as a public street and expressly waived its right to
claim acceptance of the Property by the Grantor as a public street. The Grantor's
recording of the deed for the Property was never authorized by the City Council, and
was therefore null and void. The execution and delivery of this instrument is intended
to confirm that the City does not have, and has never had title to the Property and has
only those rights with respect to the Property as are set out in the Irrevocable Offer of
Dedication and the Agreement and Waiver described immediately above.
Reference is hereby made to the above -mentioned instriunents, the records thereof and
the references therein contained, in further aid of this description.
TITZEL, PAGE &
FLETCHER, P.C.
rTORNEYS AT LAW
171 BATTERY STREET
P.O. BOX 1507
JRLINGTON, VERMONT
05402-1507
TO HAVE AND TO HOLD said granted premises, with all the privileges and
appurtenances thereof, to the Grantee, HOMESTEAD DESIGN, INC., its successors and
assigns, to its own use and behoof forever; and the Grantor, CITY OF SOUTH
BURLINGTON, for itself and its successors and assigns, does covenant with the Grantee,
HOMESTEAD DESIGN, INC., its successors and assigns, that from and after the ensealing
of these premises, it will have and claim no rights, title or interest in or to the property.
IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed
this q day of *:4 2007.
IN 7PESENCE OF:
fitness
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
CITY OF SOUTH BURLINGTON
By: (-D'Dw ,—
Its Duly Authcrized Agent
At Jam' �j, j , in said County, this Z day of V , 2007, personally
appeared 00 , Duly Authorized Agent of the ITY OF SOUTH
BURLINGTON, and he/Oe acknowledged the within instrument, by sealed and
subscribed, to be his/Vr free act and deed and the free act and deed C1C Y OF SOiUTH
BURLINGTON.
Notary Public ,
son07-031 Lakeview Lane (QCD) .doe Vermont Property Transfer Tax
32 V.S.A. Chap 231
-ACKNOWLEQGEMENT-
"ETURN REC'D-TAX PAID BOARD OF HEALTH CERT. REC'D.
VT LAND USE & DEVELOPMENT PLANS ACT. CERT. REC'D
Return No.
Date 5 0 .Clerk
DREMUS. CONGLETON
JEWINS
.. ' )RrJE_vS AT LAW
BOX 270
?E AR'_STREET
J �RMUNT 05452
IRREVOCABLE OFFER OF DEDICATION
AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont
Corporation with its principal place of business in Essex Junc-
tion, County of Chittenden and State of Vermont (hereinafter
referred to as "Owner"), and the CITY OF SOUTH BURLINGTON, a Ver-
mont Municipality, situated in the County of Chittenden and State
of Vermont (hereinafter referred to as "Municipality").
W I T N E S S E T H:
WHEREAS, the Municipality's Planning Commission has approved
a subdivision plan entitled "Homestead Design Inc. Property, South
Burlington, Vermont" dated March 3, 1983, Revised, May 19, 1983,
July 20, 1983 and September 13, 1983, prepared by G.E. Bedard,
Inc. and recorded in Volume 166, Page 39 of the South Burlington
City Land Records; and
WHEREAS, the final approval of the Planning Commission con-
tains a condition that Owner convey a sixty foot (60') wide strip
of land to Municipality; and
WHEREAS, the above described lands and/or interest therein
are to be dedicated to Municipality free and clear of all encum-
brances, pursuant to said final approval and plan; and
WHEREAS, the Owner has delivered to the Municipality appro-
priate deeds of conveyance for the above described lands and/or
interest therein.
NOW, THEREFORE, in consideration of the final approval of the
Municipality's Planning Commission and for other good and valuable
consideration, it is covenanted and agreed as follows:
8021 8 79- 0424
LETON I
LAW
O
.ET
ON.
152
1. The Owner herewith delivers to the Municipality a deed
of conveyance, an unexecuted copy of which is attached as Exhi-
bit "A", said delivery constituting a formal offer of dedication
to the Municipality to be held by the Municipality until the
acceptance or rejection of such offer of dedication by the legis-
lative body of the Municipality.
2. The Owner agrees that said formal offer of dedication
is irrevocable and can be accepted by the Municipality at any time.
3. This irrevocable offer of dedication shall run with the
land and shall be binding upon all assigns, grantees, successors
and/or heirs of the Owner.
Dated thisL day of June, 1984.
IN PRESENCE OF:
HOMESTEAD DESIGN, INC.
By:
E°Gz6A%&1Z' -,,
Duly Authorized'Agent
CITY OF SOUTH BURLINGTON
Vie•>,Lp.�,,.,..,, ._..._....�-C�
By:
Duly Autho Agent
ATE OF VARMONT
ITTENDEN COUNTY, SS.
At Essex Junction, in said County and State, this day of
June, 1984, personally appeared Duly
Authorized Agent of HOMESTEAD D GN, INC., nd he acknowledged
the within instrument by him sign d and subscribed to be his free
act and deed and the free act and deed of HOMESTEAD DESIGN, INC.
Before me,�,-tCL
tary Public
Vol
P a Q,
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
At South Burlington, in said County.and St e, this /1Say
of June, 1984, personally appeared
Duly Authorized Agent of the CITY OF OUTH BUR NG , and he
acknowledged the within instrument, by him sig ed and subscribed,
to be his free act and deed and the free act and deed of the CITY
OF SOUTH BURLINGTON.
Before me,
orary Yuniic
5.CONGLETON
iENKINS
,:E'.'S AT LAW
i BOX 2?O
:RL ;`4EE?
X :.:NCIION.
ACN7 ''5452
-3 _ 24 �� -3-
CONGLETON
NKINS
vS AT I.AW
Ox 2 70
L STREE7
UNCTION.
VT J5452
o 424
AGREEMENT AND WAIVER
AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont
Corporation with its principal place of business in Essex Junc-
tion, County of Chittenden and State of Vermont (hereinafter refer-
red to as "Owner") and the CITY OF SOUTH BURLINGTON, a Vermont
Municipality situated in the County of Chittenden and State of
IVermont (hereinafter referred to as "Municipality").
W I T N E S S E T H:
WHEREAS, Owner has received final subdivision approval from
the Municipality's Planning Commission for the construction and
development of five (5) residential units in a development to be
known as "Bartlett Woods" and depicted on a plan entitled "Home-
stead Design Inc. Property, South Burlington, Vermont" dated March
3, 1983, Revised May 19, 1983, July 20, 1983 and September 13, 1983
and recorded in Volume 166, Page 39 of the South Burlington City
Land Records; and
WHEREAS, the subdivision will be serviced by a private road-
way or roadways as depicted on the final plan; and
WHEREAS, the Municipality has approved the final subdivision
application with said private roadway or roadways subject to cer-
tain conditions; and
WHEREAS, the parties desire to record a confirmation of said
conditions to the effect that by granting said approval and other-
wise authorizing said project, the Municipality has not assumed,
but rather has specifically disavowed any intention or obligation
to plow, repair or otherwise maintain said roadway or roadways or
to accept the same as public streets.
�,=" 3?j
ON
w
NOW, THEREFORE, in consideration of the final approval of the
Municipality's Planning Commission and other good and valuable
consideration, it is covenanted and agreed as follows:
1. The Owner will not apply to the Municipality to have
said roadway or roadways accepted as a public street without first
complying with all applicable construction requirements and speci-
fications set forth in the then existing zoning regulations, sub-
division regulations, or other applicable ordinances and by-laws
of the Municipality, the expense of complying with said require-
ments and specifications to be borne solely by the Owner, and its
heirs, successors and assigns.
2. The Owner waives any rights it may have or claim by
virtue of the Municipality's approval of said roadway or roadways
to request the Municipality to accept the same as public streets.
3. The Owner will not in the future change the location of
said roadway or roadways nor extend said roadway or roadways with-
out the prior approval of the Municipality's Planning Commission,
nor shall it permit said roadway or roadways to service more than
three (3) dwelling units without prior approval of the Munici-
pality's Planning Commission.
4. The Owner, for itself and its heirs, successors and
assigns, hereby waives any rights it, or any of them, now have or
may hereafter acquire to seek plowing, repair or maintenance from
the City with regard to said roadway or roadways.
5. Plowing, repairing and maintenance of said roadway or
roadways shall be split equally among the users of said roadway or
roadways.
6. Nothing contained in this Agreement shall be construed
as obligating the Owner to dedicate said roadway or roadways as
-2-
J_
:TON
aw
a public street, and, similarly, nothing contained in this Agree-
ment shall be construed as obligating the Municipality to accept
any such proffered dedication.
7. This Agreement may only be amended or revoked upon writ-
ten consent and approval by the Municipality.
8. This Agreement shall not only be binding upon the par-
ties hereto, but also upon their respective heirs, executors, ad-
ministrators, successors and assigns.
Dated this day of June, 1984.
IN PRESENCE OF:
� f
S ATE OF VZONT
CHITTENDEN COUNTY, SS.
HOMESTEAD DESIGN, INC.
By: 1G
Its Duly Authorized Agent
CITY OF SOUTH BURLINGTON
By:
Its Duly A ho d Agent
r
At Essex Junction, in said Cou y andtate, this--,I/"day of
June, 1984, personally appeared '-6et , Duly
Authorized Agent of HOMESTEAD DESI N, INC. d he acknowledged
the within instrument, by him sign d and subscribed, to be his
free act and deed and the free act and deed of HOMESTEAD DESIGN,
INC.
Before me, :CLc.�y(���`�
No y Public
-3-
1lo1. %O1
Pa cze 3 f'c-z
STATE OF VERMONT
CRITTENDEN COUNTY, SS.
At South Burlington, in said C unty. and to this, /� day
of June, 1984, personally appeared / , Duly
Authorized Agent of the CITY OF SOU T BUR LI TO ,'and he ack-
nowledged the within instrument, by him si ed and subscribed to
be his free act and deed and the free act nd deed of the CITY OF
SOUTH BURLINGTON.
Before me,
otatv Public
GLETON
T LAW
!70
REET
71ON
5452
sea 11 — 4 —
CNGLET ONi
K;N5
5 A- LAW
x 210
STREET
'NC";ON
`;352
o )d2.
UTILITY EASEMENT
KNOW ALL MEN BY THESE PRESENTS, that HOMESTEAD DESIGN, INC.,
a Vermont Corporation with its principal place of business in
Essex Junction, County of Chittenden and State of Vermont ("Gran -
for good and valuable consideration, the receipt of which
is hereby acknowledged, by these presents, does GIVE, GRANT, SELL,
CONVEY and CONFIRM unto the CITY OF SOUTH BURLINGTON, a Vermont
municipality situated in the County of Chittenden and State of
Vermont ("Grantee"), its successors and assigns, an easement or
easements in perpetuity, irregular in width, for the purpose of
installing, repairing, maintaining, restoring and/or replacing
sewer and/or water lines, together with all appurtenances thereto,
on, under and through the following property:
Being a strip of land irregular in width, the center-
line of which is the six inch or larger sewer and/or
water lines, as shown on a Plan entitled "Homestead
Design Inc. Property, South Burlington, Vermont" dated
March 3, 1983, Revised May 19, 1983, July 20, 1983 and
September 13, 1983, prepared by G.E. Bedard, Inc.,
and recorded in Volume 166, Page 39 of the South Bur-
lington City Land Records, and is identified thereon
as "sewer and water easement".
The right of way easement herein conveyed proceeds
in a general westerly direction from the south-
easterly corner of Grantor's lands and premises, the
northerly boundary of said easement is shown as a
dotted line on the aforementioned Plan.
Also included herewith is a certain strip of land
being a uniform sixty feet (60') in width and pro-
ceeding from the southerly boundary of said Bart-
letts Wood Subdivision to the northerly boundary
of said Subdivision and identified on the aforemen-
tioned Plan as private road easement.
Grantor and its successors and assigns, shall have the right
to make use of the surface of the land subject to this right of
way easement such as shall not be consistent with the use of the
easement by the within Grantee, but specifically shall place no
�1 o 1
PagE
(structures, landscaping or other improvements within said right
of way easement which shall prevent or interfere with the Gran-
tee's ability to exercise its right granted hereunder.
The Grantee for itself and its successors and assigns agrees
that any premises affected by its entry pursuant to this right of
Tway easement shall be restored to its condition prior to such
entry at its own cost and within a reasonable time.
This right of way easement shall act as a bill of sale and
(does hereby convey the pipelines and appurtenances located on,
under and through the easement herein conveyed.
TO HAVE AND TO HOLD said granted premises, with all the
(privileges and appurtenances thereof, to the Grantee, its succes-
sors and assigns, to its own use and behoof forever; and the
Grantor, for itself and its successors and assigns, does covenant
with the Grantee, its successors and assigns, that until the en -
sealing 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 it is FREE FROM EVERY ENCUMBRANCE; and it hereby
engages to WARRANT AND DEFEND the same against all lawful claims
whatsoever.
THE MERCHANTS BANK joins in the execution of this right of
way easement for purposes of subordinating the lien of its mort-
gage to the easement herein granted.
Reference is hereby made to the above Plan and the records
thereof, and the references therein made all in further aid of
this description.
CONGLETON
-NKINS
=YS AT LAW
BOX 270
RL5TREET
JUNCTION
NT ')5452
979-,J424
�1v
S.CONGLETOr,
JENKINS
NEVS AT LAW
) BOX 270
ARL STREET
X JUNCTION.
MONT 05452
21 a79-0424
Dated at Essex Junction, County of Chittenden and State of
Vermont, this 2Xth day of June, 1984.
IN PRESENCE OF:
HOMESTEAD DESIGN, INC.
r
By :Ir
��i�
1� Its Duly Authorized Agent
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
At Essex Junction, in said Countyd Sta , this 20th day
of June, 1984, personally appeared z cc�'��.-'� Duly
Authorized Agent of HOMESTEAD DESIGN, NC., and e acknowledged
the within instrument by him signed and subscribed to be his free
act and deed and the free act and deed of HOMESTEAD DESIGN, INC.
Before me,
X
Dated at Burlington, County of'Chittenden and State of Ver-
mont, this ZSday of June, 1984.
IN PRESENCE OF:
THE MERCHANTS BANK
It Duly Authorized
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
At Burlington, in said C my and State, this � day of June,
1984, personally appeared r
T `(,(. A_ Duly
Authorized Agent of THE MERCHANTS BANK, and he acknowledged the
within instrument, by him signed and subscribed to be his free act
and deed and the free act and deed of THE MER HANTS BANK.
WArmanl PrapertA trxnsfer Tax
32 V.S.A. Chap. 23P 7
- k(-K:NO\NLEDGMEItl-fore me, /
lax Paid— 8oara of Health Cert. Rec'd. Notary Pub 1 C
1. ano Us1. K Derelopmont Plans Act Cart Reed.
Retwitt _f� c. j.'`c;iL_ —3—
Sigr "t'
., _ .... ....
VO1.
Page
j k'ORM 911 VERMONT WARRANTY DEED
Y. TUTBLA NX REGISTERED U. S PAT. OFFICE
'i TUTTLE LAW PRINT. PUBLISHERS. RUTLAND. VT 05701
ell
1110V tit I
lltilt HOMESTEAD DESIGN, INC., a Vermont Corporation
with its principal place of business in and
Of Essex Junction, in the County of Chittenden
and State of Vermont Grantor , in Me consideration of
---------------------------One and More ------------------------ Dollars*
paid to its full satisfaction by
CITY OF SOUTH BURLINGTON, a Vermont Municipality
Of South Burlington, in the County of Chittenden
and State of Vermont Grantee by these presents, do
freely (lbine. (grant. J�e1I, Tanull And TonflM unto the said Grande
CITY OF SOUTH BURLINGTON
successors
and its y�( and assigns forever, a
certain piece of land in the City of South Burl' on,
in the
County of Chittenden and State 0j ermont, described as
follows, viz:
Being a strip of land, 60 feet in width, depicted as Homestead
Way, on a Plan entitled "Bartlett Woods" prepared by George
Bedard, dated May 3, 1983, and recorded in Book 19.1 on Page
308 of the Land Records of the City of South Burlington, and
as shown on a revised Plan recorded in Book 11.6 on Page
1� of said Land Records.
lhAP C /--//)
YArmonl Property Tranafer TAX
32 V.S.A, Chap. 211'
----AC:KNOWLEDGMENT--
'.I;turn Rec'd.--Tax Paid —Board of Health Cert. Reed, --
'I. Land Use & Develupment Plans Act, ;eft. Rec'd.
F46IUin 0. �l�`�(34
�1. 1,94
�e 510
uo lititir ana to Holb all said granted premises, with all the privileges and ap-
purtenances thereof, to the said Grantee
CITY OF SOUTH BURLINGTON
its successors&gMand assigns, to their own use and behoof forever;
.gnd i t the said Grantor
HOMESTEAD DESIGN, INC.
successors and assigns, for itself and its
ecltxX�Flxl do es covenant with the said Grantee
r
CITY OF SOUTH BURLINGTON, its successors
kKkx and assigns, that until the ensealing of these presents it is
the sole owner of the premises, and have -dood ri-dht and title to conveu the
same in manner aforesaid, that they are Nrer Nrom EtterU Enrumhranre:
EXCEPT as aforementioned; and it does
hereby engage to Warrant Anb lRefenb the same. against all lawful claims
whatever, EXCEPT as aforementioned.
+In 1TiitnrKn lftprenf. I
this day of
411t Pre5011iV at
f3tntr (Of Yermnnt,
�ss.
010untu CHITTENDEN
hereunto set my hand and seal
.4. D. 19 8 3
HOMESTEAD DESIGN, INC.
.1t Zs� LTUF1 this
U day of car Jam. '�.` ..4. D. 19 8 3
duly authorized
agent of HOMESTEAD DESIGN, INC.
personally appeared, and he acknowledged this instrument, by
him sealed and subscribed, to be his free act and deed., and
the free act and deed of Homestead Design,_7Inc.
Before
Notary Public
(Title)
Received for Record October 31, 1983 at 3:15 p.m.'
A
ma-m I
if , L 0 W a, LT �_
" -,, � � �__V _� s.
'
FORM 902 VERMA
OKT — Q(TT (A1M Vol. 250
DEED wcv 9/00 •vr•��.,:...,�,�•��..:, ...o. ..•.<` Page 5
ti�it I, JOSEPH M. FINNIGAN and SUSAN E. FINNIGAN
of South Burlington in the County of Chittenden
and State of Vermont Grantor a , in the consideration of
------------------------TEN
AND MORE-------- -Dollars
paid to our full satisfaction b
DENNIS R. BALTZLEY and MICHELE W. BALTZLEY
Ashland in the Count of ch eCCs�� Y
Of Y Middlesex and
State Commonwealth
and of of aran�tee have REMISED, RELEASED,
AND FOREVER QUITCLAIMED unto the said
p
DENNIS R. BALTZLEY and MICHELE W. BALTZLEY
all right and title which and their heirs or assigns,
f—
JOSEPH M. FINNIGAN and SUSAN E. FINNIGAN
`
or their heirs have in, and to a
\
certain piece of land in South Burlington in the
��
County of Chittenden and State of Vermont, described as
follows, viz:
Being a strip of land containing one hundred twenty square feet (1201)
O
and being a portion of Lot #2 as shown on a Plan of Land identified as
V
"Homestead Design, Inc., Property, South Burlington, Vermont" dated
March 3, 1983 revised May 19, 1983, 'uly 20, 1983, September 13, 1983
f�`7
and August 3, 1987, prepared by G. E. Bedard, Inc., and recorded in
Volume 166, Page 39 and in Volume lf�-� at Page 111 of the City of
r>
_
South Burlington Land Records, and being more particularly described
therein as follows:
Beginning at a point 124 feet, more or less, easterly of an.iron pin,
which said iron pin mark the southwest corner of Lot #2 as shown on
And
Ql
the aforementioned Plan the northwest corner of Lot #3 as shown
on the
aforementioned Plan; thence proceeding in a northeasterly
direction a distance of 3 feet to
a point; thence turning to the right
and in
proceeding a southeast direction a distance of 40 feet, more or
�J
less, to a point; thence turning to the right and proceeding in a
{`~
southwesterly direction a distance of 3 feet, more or less, to a point;
thence turning to the right and proceeding in a northwesterly direction
a distance of 40 feet, more or less, to the point of beginning.
The Grantors reserve to themselves, their heirs, administrators,
executors and assigns an easement over the lands and premises described
herein for the purposes of installing shrubs, trees and grass and to
maintain the same.
The purpose of this conveyance is to adjust the common boundary line
between Lot #2 and Lot #3 as shown on the aforementioned Plan. Said
lands and premises have the benefit of and are subject to all easements,
rights of way, Protective Covenants and other restrictions of record
and are a portion of the lands and premises conveyed to the Grantors
herein by Homestead Design, Inc. by Warranty Deed dated April 10, 1987
and recorded in Volume,,J�tN , Page�A of the City of South Burlington
Land Records.
Reference is hereby made to the aforementioned instruments, and their
records, and to all deeds and records therein referred to, in further
i
aid of this description.
.State of Vermont
SUBDIVISION
PERMIT
LAWS/REGULATIONS INVOLVED
CASE NO. EC-4-0771-1 Environmental Protection Rules
APPLICANT Joseph & Susan Finnigan Effective September 10, 1982
ADDRESS 1 Lakeview Lane
South Burlington, VT 05403
and Dennis & Michele Baltzky
c/o PHH Home equity
3 Lakeview Lane
South Burlington, VT 05403
This project, consisting of amending boundary line between lots
2 and 3 of a previously approved residential subdivision served
by municipal water and sewer service located off Bartlett Bay
Road in the City of South Burlington, Vermont is hereby approved
under the requirements of the regulations named above, subject to
the following conditions.
GENERAL
(1) This permit does not relieve the permittee from
obtaining all other approvals and permits as may be required
from the Act 250 District Environmental Commission, the
Department of Labor and Industry (phone 828-2106), the
Vermont Department of Health (phone 863-7220), and local
officials PRIOR to proceeding with this project.
(2) The project shall be completed as shown on the plans
"Proposed Homestead Design, Inc. Property" dated march 3,
1983 last revised 8/3/87 prepared by George E. Bedard, L.S.
of G.E. Bedard, Inc. and which have been stamped "approved"
by the Division of Protection. The project shall not
deviate from the approved plans without prior written
approval from the Division of Protection.
(3) Each prospective purchaser of each lot shall be shown a copy
of the approved plot plan and this Subdivision Permit prior
to conveyance of the lot.
(4) The conditions of this permit shall run with the land and
will be binding upon and enforceable against the permittee
and all assigns and successors in interest. The permittee
shall be responsible for the recording of this permit and
the "Notice of Permit Recording" in the City of South
Burlington, Land Records within 30 days of issuance of this
permit and prior to the conveyance of any lot subject to the
jurisdiction of this permit.
Subdivision Permit
EC7,4'-0711-1, Finnigan & Baltzley
Page 2
(5) All conditions set forth in Land Use Permit #EC-4-0771 dated
12/6/83 shall remain in effect except as modified or amended
herein.
Dated at Essex Jct., Vermont this 23rd day of November, 1992.
Elizabeth A. McLain, Commissioner
Department of Environmental Conservation
By
Jes anne Wyman
Assistant Regional Engineer
cc: P. Howard Flanders
City of South Burlington
Water Supply Division
George Bedard, L.S.
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Department
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Lnvironmenta( Gonsmatio
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Approved Py.__h
DATA::___
SOU 7T )-\ .,> \/ E`RT1 cJ l.,\`V
40' 0 40' 80' 120 l �o ' 2oc ' 240
a. E. .� 1NC..
1A \ \N ES$ L17Z C= 7 V T.
Rev \SEA _ S/ 1-,) /83 ; `7/20/ 12.3 -, (31 / 13/83 ; 8l ---b / S-7
RW
10/7/83
MOTION OF APPROVAL
Copy of final plat approval attached. No reason to change the original
stipulations, except for the deletion of number 5.
Any new motion should refer to the revised plan dated 9/13/83.
J
DHS
6/7/83
MOTION OF APPROVAL
That the South Bulington Planning Commission grant approval for the final
plat application by Homestead Design, Inc., for a 5-lot subdivsion on Bartletts
Bay Road as depicted on the following plans. (1) a survey plan entitled "Proposed
Homestead Design, Inc., Property, South Burlington, Vermont", prepared by G.E.
Bedard, Inc., last revised 5/19/83, and (2) a 4 page plan set entitled "Bartlett
Woods, Homestead Design, Inc., Project Layout", prepared by Marshfield Engineering
Services, dated 5/22/83:
Stipulations:
1) Final plans shall be submitted to and approved by the Water Department prior
to recording of the final plat.
2) Final legal documents shall be submitted to and approved by the City Attorney.
,Signed copies, as approved, shall be submitted prior to recording of the final
plat.
3) Water and sewer easements shall be shown on the plat to be recorded.
4) Lots 1,2, and 3 shall have access onto the private drive. Lots 4 and 5 shall
have access onto Bartlett's Bay Road.
41-5) Any additional access onto the 20 foot wide private drive shall not be permitted
unless it is upgraded to full City street standards.
6) Permitted building area shall be within the building envelopes as indicated
on the final plat.
7) The recreation fee is $78 per lot.
9) The revised final plat shall be recorded within 90 days.
10) Sewer allocation (2100 GPD) for this approval expires in 18 months.
State of Vermont
Department of Fish and Game
Department of Forests, Parks, and Recreation
Department of Water Resources & Environmental Engineering
Natural Resources Conservation Council
John Hausner.
Homestead Design Incorporated
12 Pearl Street
Essex Junction,' VT 05452
AGENCY OF ENVIRONMENTAL CONSERVATION
11lontpelier, Vermont 05602
} Departinent of Water Resources
and
Environmental Engineering
r DIVISION OF PROTECTION
111 West Street
Essex Jct., VT 05452
TEL: 879-6563
RE: 4C0512-3
Dear Mr. Hausner:
On behalf of the Department of Water Resources and Environmental
Engineering of the Agency of Environmental Conservatio.n, I
acknowledge receipt of the application for
Act 250 Certification of Compliance for Building B of Winding
Brook Condominiums
Based on our present workload, we anticipate review of your
project in approximately 25 days.
If you have not already done so, you should check with town
officials regarding any local requirements you may need to meet.
Meanwhile, if you have any questions, do not hesitate to contact
this office at the phone/address above.
CC: Town Planning Commission
DEPARTMENT OF WATER RESOURCES
AND.ENVIRONMENTAL ENGINEERING
B Y
Patricia Kent
This letter fulfills the notice requirements of 18 V.S.A. §1218.
Ll/
CITY OF SOUTH BURLINGION
Subdivision Application - PRELIMINARY PLAT
1) Name of Applicant 44-(G�,TL�.3�
2) Name of Subdivision
3) Submit Subdivision Fee �P Z
4) Describe Subdivision (i.e. total acreage, number of lots or units, type of
land use, gross floor area for commercial or industrial uses):
LOT-S L., LOP— t� �OT,-� f�,bi �L) FOv__
5) Indicate any changes to name, address, or phone number of owner of record,
applicant, or contact person since sketch plan application:
6) Name, address, and phone number of:
b. Surveyor AO-Z'
32i
d. Plat Designer
7) Indicate any changes to the subdivision such as number of lots or units,
property lines, applicant's legal interest in the property, etc., since
sketch plan application: lC-
8) List names and mailing addresses of owners of record of all contiguous
properties:
9) State title, drawing number, date of original plus any revisions, and
designer(s) of the preliminary map(s) accompanying this application:
10) COST ESTIMATES for Planned Unit Developments,multi-family projects, and
commercial and industrial complexes:
(a) Buildings
(b) Landscaping
(c) All Other Site Improvements (e.g., curb work)
11) ESTIMATED TRAFFIC for Planned Unit Developments, multi -family projects,
and commercial and industrial complexes (2-way traffic, in plus out):
A.M. Peak hour
P.M. peak hour
Average dail traffic % of trucks
12) Attach four copies of a preliminary map showing the following information:
1) Proposed subdivision name or identifying title and the name of the city.
2) Name and address of owner of record,subdivider and designer of Prelim-
inary Plat.
3) Number of acres within the proposed subdivision, location of property
lines, structures, watercourses, wooded areas,and other essential exist-
ing physical features.
-2-
4) The names of all subdivisions immediately adjacent and the names of
owners of record of adjacent acreage.
5) The location and size of any existing sewers and water mains, culverts
and drains on the property or serving the property to be subdivided.
6) Location, names and widths of existing and proposed streets, private
ways, sidewalks, curb cuts, paths, easements, parks and other public or
privately maintained open spaces as well as similar facts regarding
adjacent property.
7) Contour lines at intervals of five feet, based on United States Geolog-
ical Survey datum of existing grades and also of proposed finished grades
where change of existing ground elevation will be five feet or more.
8) Complete survey of subdivision tract by a licensed land surveyor.
9) Numerical and graphic scale, date and true north arrow.
10) Details of proposed connection with existing water supply or alternative
means of providing water supply to the proposed subdivision.
11) Details of proposed connection with the existing sanitary sewage disposal
system or adequate provisions for on -site disposal of septic wastes.
12) If on -site sewage disposal system is proposedtlocationand results of tests
to ascertain subsurface soil, rock and ground water conditions, depth
to ground water unless pits are dry at depth of five feet; location and
a
results of percolation tests.
13) Provisions for collecting and discharging storm drainage in the form of
drainage plan.
14) Preliminary designs of any bridges or culverts which may be required.
15) The location of temporary markers adequate to enable the Commission to
locate readily and appraise the basic layout in the field. Unless an
existing street intersection is shown, the distance along a street from
one corner of the property to the nearest existing street intersection shall
be shown.
Utz
16) All parcels of land proposed to be dedicated or reserved for public use
and the conditions of such dedication or reservation.
13) Developmental timetable (including number of phases, and start and completion
dates) ^.)v�iF_
14) List the waivers applicant desires from the requirements of these re4ulations:
15) Attach a vicinity map showing the following:
1) All existing subdivisions, approximate tract lines and acreage of adjacent
parcels, together with the names of the record owners of all adjacent
parcels of land, namely, those directly abutting or directly across any
street adjoining the proposed subdivision.
2) Locations, widths and names of existing, filed or proposed streets, curb
cuts, easements, building lines and alleys pertaining to the proposed sub-
division and to the adjacent properties as designated in paragraph 1 above.
3) An outline of the platted area together with its street system and an
indication of the future probable street system of the remaining portion
of the tract, if the Preliminary Plat submitted covers only part of the
subdivider's entire holding.
— A�L
(signature) applicant or contact person
�� Zile
date
(4)
PUBLIC I iL/Ut l N(
SOUTH BURI.Tt4G,"IC)N PI IWN I N(;
The South 13ur.lingt(.)n Planning Coiiinission will hole! t IAuldic hearin(I Alt dle
South Burlington City Hall, Conference Roan, 575 Dorset LItreet, South Burlington,
Vermont on Tuesday, October 11 _ 1983, at 7: its P.M. to consider the
following:
1) Revised Final Plat Application by Homestead Design, Inc_, For a 5-lot subdivision
on Bartletts Bay Road. Property is_bounded on the northeast uy tile South —
Burlington sewage treatment plant, on the south by Bartletts Bay Road, and on the
west by Butterfield, Shearer, Campbell, Flanders, Bruhn, Irish, and Mackay.-_ _
Copies of the applicaton are available for public in__s�ection at the
South Burlington City hall.
Si(ln0y I _ '( KI0I
Cha i rn4ln,
South l l ill 1 1 1 llk l Lol l
Plannin<l (clilUillS;i1(�Il
Septeml"f,r 24, 1983 _
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Next week's agenda items
Date: 10/7/83
1) Community Care Center, Williston Road
1. Drain pipe entering Williston Read must tie into existing inlet.
2. Availability of water for fire protection must be checked.
2) Homestead Design, Bartletts Bay Road
1. Sewer service to lot 5 shall be private maintained by Lot No. 5 owner.
2. Underground power and gas shall be on opposite side of street from water
main.
3. Easement for water main not shown on plan.
4. Sewer pipe shall be bedded in crushed stone.
5. Water Department to review water main plans.
4) Marine Collection, LTD., 2073 Williston Road
1. Site drainage shall be toward rear (south) this should be shown on plan.
2. With the growth on this section of Williston and the anticipated growth in
Williston due to the new sewer system and I.B.M. expansion. We should start
planning for Williston Road a commitment for 6 addition feet of frontage.
5) Air Vermont, Burlington Airport
1. It appears that most of my previous comments have been addressed plus the
following:
(a) Waste area shall be leveled and seeded.
(b) A statement regarding the adequacy of the water supply system shall be sub-
mitted by Engineer.
MEMORANDUM
To: South Burlington Planning Commission
From: Richard Ward, Zoning Administrative Officer
Re: Next week's agenda -items
Date: 10/6/83
1) L:T.H. Associates, Communit* Care Home Lot #10
The legal access over the::property located at 1510 Williston Road must be resolved
at the time of sale of that'` property.
At present L..T.H Associates is owner of both parcels (1510 Williston Road and
lot #10) .
Should Larkin•, desire. to. turn the new 8" water line over to the City an easement
will be required.
Legal access across lots.5 is also required. In both cases a minimum easement
of 20 feet must be submitted. The landscaping plan is adequate, in fact it ex-
ceeds the requirement. The proposed future parking area to the west of the lot
should be constructed only if`the nine car parking once proves inadequate.
The City Manager has received notification from the State, granting approval of
our request to modify treatment,,' this will increase the gallonage by 50,000 g.p.d.
Allocation for this project is 3000 g.p.d.
2) Homestead Desiqn, Bartlett Woods
The change has to do with the relocation of the private road. Originally (final
plat) the road was located to the west of lots 1 thru 4. The revision locates the
road to the east of lots l.thru 4.
By relocating the road, the existing houses along Bartlett Bay Road will be able
to tie into the water line. This revision creates no problem.
3) Ashline, 1908 Airport Parkway
Because of a misunderstandingregardingproperty ownership, Nil-. Ashline may have
to abandon the area presently being used as his parking area. Over the years Mr.
Ashline assumed that he owned the land in question, however, the land is owned
by Mr. John Belter.
Mr. Ashline proposes tot design and build a new parking area totalling eighteen (18)
parking spaces, this is the minimum required for the existing uses. The only
problem is the narrowness of the driveway to the north of building A - fourteen
feet does not meet the requirements set forth by City zoning. The access drive
should be considered for one way traffic only.
The area being designed for six spaces to the front of building A will result in
the removal of a large weeping willow tree.
This site is nicely landscaped and should not require additional landscaping.
September 26, 1983
Mr. RoL*--rt miarcellino
Homestead Design, Inc.
12 Pearl Street
Essex Junction, Vermont 05452
Re; Bartlett Words
Dear Bob:
Be advised that the Scuth Burlington Planning Commission will hold a public hearing
on Tuesday, Octobert 11, 1983 at 7:30 P.M. to consider your applicatison for a re-
vised final plat (,,r Tkartlett Vbods.
Regarding Winding Llcook, the City Engineer has requested a drainage plan.
This office feels that the changes are significant enough to warrant a Planning
Commission review. With a full schedule ahead for the October 11, 1983 meeting,
we could schedule a. meting on this application for October 25, 1983.
Let ire know if that date is okey with you.
Very truly,
Richard Ward,
Zoning Administrative Officer
RIVMCc7
June 8, 1983
Robert Narcellino
Homestead Design, Inc.
12 Pearl Street
Burlington, Vermont 05401
Dear Bob,
Enclosed is a copy of the South Burlington Planning Counission's final
approval with stipulations for your 5 lot subdivision on Bartlett Bay Road.
In addition to the listed stipulations please note the following:
1) If engineering plans are revised as a result of final approval by
the water department, please submit 2 copies of the revised' plans to fity office.
2) Your survey plan is the one that is suitable for recording. Utility
easements must be added to that plan. Please submit 2 copies with revisions.
3) 1 hope the revised legal documents were du1suitted to our City Attorney.
1 noticed on my copy that the reference to the plan is incorrectly titled and
dated.
4) h1l submissions must be received and approved prior to eecording of
the final plat (90 days). Otherwise the final approval is invalidated.
5) bonding will be required for construction of public improvements.
Please leave sufficient time prior to seeking building permits to make neces-
sary arrangements.
Please call if you have any questions.
Sincerely,
David H. Spitz,
City Planner
DHSAicq
1 Enc 1
City of South Burlington
.'. 575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05401
PLANNER ZONING ADMINISTRATOR
863-2882 658-2486
July 18, 1983
Robert Marcellino
Homestead Design, Inc.
12 Pearl Street
Essex Junction, Vermont 05452
Ihave received your milar for the Bartlett Woods development. However,
I cannot record it for two reasons: (1) the quality of the reproduction is
very poor and (2) I had requested that your survey plan be recorded instead
to give proper clarity (see note 2 from enclosed June 8 letter). I notice that
the June 8 letter contained a wrong address, and I apologize if it did not
reach you.
Final legal documents also have not been received. There has been no re-
sponse to the comments contained in the City Attorney's June 27, 1983 letter
(enclosed) which was previously forwarded to you. Please make sure that the
legal documents refer to the plan that will be recorded.
These final details are dragging on too long, and you are in danger of
losing your final approval if matters are not resolved within the 90 day period.
I hope to hear from you shortly.
Sincerely,
David H. Spitz,
City Planner
DHS/mcg
2 Encls
PLANNING COMMISSION JUKE 7, 1983
The South Burlington Planning Commission held a work session
on Tuesday, June 7, 1983, at 7:30 pm, in the Conference Room,
City Hall, 575 Dorset Street.
Members Present
Sidney Poger, Chairman; Judith Hurd, John Belter, George Mona,
Peter Jacobs
Member Absent
Mary Barbara Maher
Others Present
Robert Marcellino, Carolyn W. Butterfield, Harvey Butterfield,
Bill Shearer, Elizabeth K. Edwards, Demetrios Michaelios, Mary
C. Silverman; David Spitz, City Planner
Minutes of May 24, 1983
Mr. Poger noted that the name of ,Jared Wood had not been amended,
in the Minutes of May 10, 1983. He also noted that the sentence
in the middle of page 2 should read: "If an arrangement can be
made with the O'Briens, then the right of way to Old Farm Road
may never have to be activated."
Mr. Mona then moved that the Minutes of May 24 1983 be approved
as amended. Mr. Be ter seconded with unanimous approval.
Continuation of final plat application by Homestead Desijp2, Inc.,
or a 5-lot residential su div sion on Bartlett,-. Bav Road
Mr. Spitz advised the members that there had been a number of
engineering revisions and that Mr. Szymanski was now satisfied.
Both Water Department approval and legal documents are still
pending. Mr. Spitz also noted that he had walked around the
site in response to the concerns of some of the neighbors.
Speaking for the residents, Ms. Edwards voiced concern about
the drainage problem. She noted that after the building of
the sewage plant, the stream had been rechanneled and had not
been properly banked. Erosion and flooding have occurred fre-
quently, particularly in this very wet year. The field on
which the development is to be built, drains into the stream.
It is her feeling and that of other neighbors that the field
holds the water back for several days so that it doesn't enter
the stream at such a great volume and velocity. Mrs. Silverman
also voiced concern that the development will accelerate the
problem of water in the brook. Mr. Spitz explained that it is
lots 1 through 4 which drain into the ditch in question. Mrs.
Edwards also expressed dismay that the current drainage study
underway does not include this particular area. Mr. Marcellino
indicated that they are not going to do anything to improve or
to worsen the situation. He said the same amount of water will
be going to the trench and into the swale. He stressed that
2_ .
conditions out there today are not normal. Mr. Poger said that
it does make a difference if you have a rainstorm and water
comes off in 5 days because you have a fieold holding it, or in
one day because you no longer have that field. Mr. Spitz said
that it was Mr. Szymanski's opinion that the development will
not worsen the situation. Mr. Jacob asked whether it was pos-
sible to add this watershed to the drainage study. Mr. Spitz
replied that it may be possible but he did not know how much
additional expense would be incurred. Mr. Poger noted that
one of the first courses of action would be to try to prod the
City into doing something about the channel problem. Rev.
Butterfield then asked if the developer plans to do anything
about a drainage system that would make it possible to keep
the area drier where the houses will be built. Mr. Marcellino
replied that the only drainage system planned at this time is
the drainage swale at the easterly side of the road which will
help dry out some of the existing homes in the area. Mr. Poger
said that he felt the development would not appreciably change
the drainage and would be a step toward bringing city water to
residents of the area.
Ms. Hurd then moved that the South Burlin ton Planning Commission
rant approval for the fina plat application omes eaDe-
sign,Inc. for a _ - of subdivision,on Bartlett Day-Roadas e-
icted on the o lowin ans: a surve an PntJt]eT_TTT`oposed
Homestead Design, Inc. Proper y, South Burlington. Vermon "
prepared by G. E. Bedard Inc. last revise an
a 4 page lan set enti e "Bartlett oo s Homestead esi n Inc.,
Project La out " prepared by Mars le _sneering Services,
dated 5/z2 83, with ire following stipulations:
-I-Final plans shall be submitted to and a
Department prior to recording of the fina'f
Final le
e City Att
mitted nrinr
roved by the Water
a
shall be submitted to and approved b
co ies as approved, shall e su -
of the finalplat.
3) Water and sewer easements shall be shown on the plat to be
recorded.
4); Lots 1, 2 and 3;shall have access onto the private drive.
Lots 4 and 5 s all ave access onto Bar e Bay of a
5) Any additional access onto the 20 foot wide private drive
shall not be permitted unless it is upgraded to full City
street standards.
6Permitted building area shall be within the building envel-
opes as indicated on the final plat.
7) The recreation fee is $78 per lot.
8) The revised final plat shall be recorded within 90 days.
9) Sewer allocation (2100 GPD) for this approval expires in 18
months.
1 documents
rney. Simon
to recordin
l Wage . )
Mr. Jacob seconded the motion.
Mr. Mona questioned why there was an expiration for sewer allocation as one is
not usually imposed in a subdivision. Mr. Spitz explained that due to the
capacity of the sewage plant this was felt to be a valid means of not tying up
allocations unduly.
In the vote which followed, the motion received unanimous approval.
Ms. Hurd then moved that the Commission request the City to repair the banks of
the unnamed stream in response to residents' concerns. Mr. Jacob seconded with
unanimous approval.
Work session on revisions to subdivision and zoning regulations
Mr. Spitz began the session by noting that the reason for an ordinance is to
insure that you do not have to fight the same fight over and over again. He then
indicated that he has been concerned with the policy of when a final approval is
granted, particularly as concerns the presentation of legal documents. It is
difficult to get legal documents in time for final approval since documents
must be changed every time there is a change in the plans. The problem, he noted,
is that once someone gets by the Planning Commission they feel they are on "Easy
Street," and go for a building permit. It had been suggested that all procedural
requirements be complete before final approval is granted. Mr. Poger noted, however,
that this would leave the door open for last minute objections, and he would not
want to put the Planning Commission in the position of denying discussion of a
project at any point before final approval has been granted. Mr. Jacob suggested
a policy whereby each department would "sign off" its requirement, and final
aproval would not be considered granted until each department had been satisfied.
Mr. Belter asked whether approval had ever been denied because all documentation
was not complete. Mr. Spitz indicated that there had been delays imposed. He
suggested that the question be left open but that the Commission be aware of the
continuing problem.
Regarding engineering, Mr. Spitz indicated he was trying to work with Mr. Szymanski
to change the timetable so that the Commission can have access to engineering
problems and concerns at an earlier time.
Discussion then centered on Mr. Spitz's "Proposed Revisions to Subdivision
Regulations" dated June 2, 1983 and "Proposed Revisions to Zoning Regulations"
dated June 3, 1983 (attached). Regarding Section 202.2, Mr. Poger suggested
the following wording: "The public hearing may be continued by the Planning
Commission until it determines all information has been presented and all positions
have been heard."
Mr. Spitz said he was not yet satisfied with Section 202.3 and would give it
further thought.
Section 204.1 is important because of the present sewage situation.
Section 204.3 will be also be held for further consideration.
Regarding Section 406, Mr. Spitz said he would have to check with the City
Attorney.
2.
PLANNING COMMISSION OCTOBER 11, 1983
2. That the applicant will turn the water line over to the city with a
20' wide easement to be submitted to and approved by the City Attorney prior_
to issuance of a building permit.
3. That the area indicated as future parking be constructed if after
review by the City Planner it is determined that the proposed nine car parking
area is not adequate.
4. The recreation fee shall be $1,775 and is payable prior to issuance
of a building permit.
5. Sewer allocation of 3000 gallons per day shall be granted after formal
notification has been received by the City from the State.
6. Residential use is limited to those people who require the service
and facilities normally provided in a community care home. Other uses shall
not be permitted unless a revised plan is approved by the Planning Commission.
7. A performance bond in the amount of $13,000 for landscaping and $1,000
for curb widening and restoring area within the right-bf-wayassociated with
e connection of a dra na--e Dive. be Dosted prior to issuance of a huildinc, nerm
8. Water line shall be looped to the existing water main on Victory Drive
The design of the loop shall be approved by the Water Department.
9. This approval shall expire 18 months from this date.
Mr. Belter seconded the motion.
Mr. Davis requested that if there were any problem with connecting the
water line to Victory Drive, that be done before occupancy, not before a
building permit was obtained. They did not want to be delayed and lose this
building season. Mr. Jacob had no objection to an occupancy time frame.
The motion carried unanimously.
Public hearing on revised final plat application of Homestead Design, Mr.
Robert Marcellino for a five lot subdivision on Bartlett Bay Road
Mr. Poger rejoined the Commission at this time.
Mr. Ward said the only difference to the approved final plat was that
the road had been moved to the west side of the lots, which will give services
to the people on Bartlett Bay Road now. Mr. David Farrell will also now have
access to his land. Lots 4 and 5 will have access from Bartlett Bay Road.
Mr. Shearer, a neighbor, said they would extend water farther north, to
serve more of the area.
Mr. Jacob moved that the original motion for approval of the plan by
Homestead Design, Inc. for a 5 lot subdivision on Bartlett Bay Road, dated
June 7, 1983, be amended to delete #5 of the original stipulations and toW
include a new map dated 9 13 83 as the official layout of said plan, and that
a stipulation #11 be added that #2 of the William Szymanski memo of 10 7 83
be adhered to by the applicant. Mrs. Maher seconded the motion.
It was noted that the sewer allocation referred to in the original motion
would expire 18 months from tonight.
The motion carried with all in favor.
t.
3•
PLANNING COMMISSION
OCTOBER 11, 1983
Site plan review for relocation of parking area for Ashline Construction, 1908
Airport Parkway, Mr, Karl Ashline
Mr. Belter removed himself from the discussion due to a possible conflict
of interest.
Mr. Ward noted that this summer Mr. Ashline had discovered that the 18
car parking area he had on the north side of the lot was actually on land owned
by Mr. Belter. When the lot is redesigned, there will be only 14' between the
building and the north property line. The drive in that area will have to be
one-way only, and cars will have to use the existing drive on the other side of
the building.
Mr. Jacob moved that the South Burlington Planning Commission grant site
plan approval for the application of Karl Ashline for the design and construction
of an _eighteen 18 car parking area as depicted on a plan entitled "1908
Airport Parkway", dated August 31, 1983 subject to the following stipulations:
1. That the northerly access drive be designated as one-way and that
proper signs be erected.
2. That should uses change,thereby requiriwg additional parking spaces,
the owner shall return before the Planning Commission for review of the parking.
3. This approval expires in 6 months.
4. The acting City Planner shall consult with the resident of the adjoining
property and if that resident desires a stockade fence on the east side, that
shall be erected.
Mrs. Maher seconded the motion.
The motion originally contained 3 stipulations, but after some discussion
it was determined that the resident of the adjoining property had not been
notified of the proposed change by the city, and stipulation #4 was added.
The resident in question might like to have some screening. Mr. Ashline said
he would continue the fence he has on the south line along the east side of
the new parking area if necessary.
The motion carried unanimously.
Site plan review, construction of a 2490 square foot addition to an enclosed
showroom, Marine Collection, Ltd., 2073 Williston Road.
Mr. Belter rejoined the Commission at this time.
Mr. Ward noted that this was an additional use on the lot. The plan
has Zoning Board approval.
Mr. Dugan, representing the applicant, said they would deed the city the
additional 6' of land requested. He noted that they had more parking than
needed. Mr. Jacob asked if they would eliminate the row of cars often parked
on the east side of the lot and Mr. Dugan said the plan showed where cars
should be parked. The Commission did not want them parked on the east. That
area is shown as seeded on the plan.
Mr. Jacob moved that the South Burlington Planning Commission grant site
plan approval for the application of Marine Collection, Ltd., Mr. Paul C oiniere,
2073 Williston Road for addition of 2490 sq. ft. to an existing 1800 s . f t.
building, as depicted on a plan entitled "New Enclosed Showroom for Boat Display"
dated August 15, 1983 prepared by Michael Dugan, with the following stipulations:
6/7/83
MOTION OF APPROVAL
That the South Bulington Planning Commission grant approval for the final
plat application by Homestead Design, Inc., for a 5-lot subdivsion on Bartletts
Bay Road as depicted on the following plans. Ma survey plan entitled "Proposed
Homestead Design, Inc., Property, South Burlington, Vermont", prepared by G.E.
Bedard, Inc., last revised 5/19/83, and (2) a 4 page plan set entitled "Bartlett
Woods, Homestead Design, Inc., Project Layout", prepared by Marshfield Engineering
Services, dated 5/22/83:
Stipulations:
1) Final plans shall be submitted to and approved by the Water Department prior
to recording of the final plat.
2) Final legal documents shall be submitted to and approved by the City Attorney.
Signed copies, as approved, shall be submitted prior to recording of the final
plat.
3) Water and sewer easements shall be shown on the plat to be recorded.
4) Lots 1,2, and 3 shall have access onto the private drive. Lots 4 and 5 shall
have access onto Bartlett's Bay Road.
5) Any additional access onto the 20 foot wide private drive shall not be permitted
unless it is upgraded to full City street standards.
6) Permitted building area shall be within the building envelopes as indicated
on the final plat.
7) The recreation fee is $78 per lot.
9) The revised final plat shall be recorded within 90 days.
10) Sewer allocation (2100 GPD) for this approval expires in 18 months.
'earned Public Hearing: Final plat a
Design, Inc., for a 5 lot: residenti
Ba y Road _
pplication b�, Homestead
al subdivision on BartTetts
It was explained that the developer has been unable to purchase
additional land and they have therefore made lot 5 larger and
eliminated lot 6. In answer to several of the points in Mr.
Szymanski's memo of May 20, 1983, it was noted that there would
be no problem with 3-foot shoulders nor with a turnaround at
the dead end. The street light will also be installed near
the Bartletts Bay entrance, but the one at the end of the
road does not seem imperative. In discussing the question of
water, the developer requested permission to bring the main
only to the right of way. He said he hoped the Commission
would consider their placement of the right of way a fair trade.
Mr. Spitz emphasized that there are a number of long-standing
policies involved in planning. The Water Department has said
that water should be provided along the full frontage. He
acknowledged that this was a lot of water to brink; in for 5
lots, but added that this should have been obvious from the be-
ginning. Mr. Mona advised that they should consult with the
other homeowners on the road to see if they would share in
the cost of bringing the main down. Mr. Shearer, President of
the Neighborhood Association noted that the homeowners do
want water there and that they would be opposed to an action
that would go against normal procedures and would make it more
costly for them to get water.
The Commission members were then polled as to their feelings
and all except Mrs. Maher said they felt the policy should be
adhered to in this case. Mr. Mona stressed that the other
homeowners should seriously consider participating in the cost.
Ms Hurd then moved that discussion of this item be continued
until. June 7 1 at which time it will e the first item
considered after the minutes. Mr. Mona seconded with unanimous
approval.
Other Business
1.
2. Mr. Poger noted that the City has been sued by Ralph Goodrich et al
concerning zoning of the Industrial-Agrlcultural District in the Southeast Quadrant.
3. Mr. Spitz briefly explained the letter from Frank W. Way,
indicating that he felt the members should be aware that this
problem still exists.
As there was no further business, the meeting adjourned at 9:40 pm.
Clerk
M E M O R A N D U M
To: South Burlington Planning Commission
From: David H. Spitz, City Planner
Re: Next Week's Agenda
Date: 6/3/83
L2)=ad Design
The applicants have satisfied all of the City Manager's concerns.
Water department and legal reviews are still pending.
3) Subdivision and Zoning Revisions
Subdivision amendments last took place approximately 5 years ago. The
existing regulations are in fairly good shape and the enclosed proposed
revisions are relatively few in number. I would highlight the following
suggestions for change:
a) The City Attorney and Zoning Administrator are concerned with
the current procedure of allowing a number of stipulations to be satisfied
after final subdivision approval is granted. The new suggestion is to grant
an "interim" final approval and to withhold final approval until all required
information has been submitted and approved.This procedure could be particularly
helpful in facilitating proper timing for submission and review of legal
documents.
b) The permitted time span between preliminary plat approval and final
plat application would be shortened from 18 to 12 months, primarily because
of backlogs in projects seeking sewer connections.
c) Reference to a Sewer Policy would be specifically included.
d) The recreation formula would be considerably modified.
In addition to the proposed changes to the subdivision regulations, it
will be necessary to recommend several items to the City Council for their
proposed action: (a) a new fee for "payment in lieu of recreation land",
(b) adoption of street acceptance procedures, and (c) a new fee schedule for
subdivision applications.
Proposed zoning amendments are very few in number and primarily represent
housecleaning efforts for the recently adopted set of regulations. One new
proposal to be considered is a change in the landscaping formula.
City of South Burlington
WATER DEPARTMENT
400 DORSET STREET
SOUTH BURLINGTON, VERMONT 05401
TEL. 864-4361
May 27, 1983
Marshfield Engineering Services
Depot Hill Road
Marshfield, Vermont 05658
Dear Don;
I have reviewed the proposed plans for the Bartlett Woods
project and have marked in red the changes to be made before
the plans are resubmitted. The fire chief has also reviewed the
plans and has approved the hydrant locations as shown.
I have enclosed a copy of South Burlington's review pro-
cedures of water line extensions for your use.
Sincerely,
SOUTH BURLINGTON WATER DEPARTMENT
)q "44 xaw,�
Robert Perkins
Superintendent
CC: Robert Gardner
David Spitz
William Szymanski
PUBLIC HEARING
SOUTH BURLINGTON PLANNING COMMISSION
The South Burlington Planning Commission will hold a public,hearing at the
South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington,
Vermont on Tuesday, May 24 1983, at 7:30 P.M. to consider the
following:
1) Final Plat Application by LTH Associates for six new commercial lots
Harbor View Road in the Bartlett Property development. Property is bounded on the
west by Shelburne Road, on the north by Benes Corporation, on the north and east
by other lands of the applicant, and on the south by Allenwood Home, Concord
Investment Group, and First Burlington Realty Corporation.
2) Final Plat Application by Homestead Design, Inc., for a 6-lot subdivision on
Bartletts Bay Road. Property is bounded on the northeast by the South Burlington
sewage treatment plant, on the south by Bartletts Bay Road, and on the west by
Butterfield, Shearer, Campbell, Flanders, Bruhn, Irish, and Mackay.
Copies of the applications
South Burlington City Hall.
May 7, 1983
are available for public inspection at the
Sidney B. Poger
Chairman,
South Burlington
Planning Commission
M E M O R A N D U M
To: South Burlington Planning Commission
From: David H. Spitz, City Planner
Re: Next week's agenda items
Date: 5/20/83
2) Miniwarehouses
Total coverage has been reduced from 70% to 60%. After reviewing the
new plans, the only necessary change was a minor building adjustment to improve
pedestrian access. Also, the landscaping plan must be revised to conform with
the new layout. I see no other problems.
3) Tilley
Russell Tilley wishes to reappear to clarify Planning Commission opinions
on access and survey requirements. Despite any problems it may cause for this
applicant I strongly recommend that two separate access routes to Hinesburg
Road, as previously discussed, be required. Even though the current application
is a minor one, there could be major development later on - and sufficient access
options must be retained until the issue can be more thoroughly studied.
4) Homestead Design
Applicants have been unable to purchase additional land from abutters
to total 6 acres. Therefore the final application contains only 5 rather than
6 lots. Also, the joint access arrangement with Bartletts Bay homeowners has
not worked out. Both private driveway and r-o-w for future access will be
located adjacent to the City sewer property.
Complete survey information has not yet been submitted. Also legal and
water reviews are still pending.
Recreation fee is $390, or $78 per unit.
Due to the length of the City Manager /Engineer Is comments, final plat
approval at Tuesday's meeting is unlikely.
5) Bartlett Subdivision - 6 Lots
Lot layout has regressed slighly since sketch plan. Apparently, a
prospective buyer wants less than the originally proposed acreage on lots 5
- - - - - - -and -6_ - Therefore the applicant has added some of that land to lot 7. Un-
fortunately, the land in question is on the oppose e si e af-a-conservatior� zone -
from the balance of lot 7 and is effectively unusable. Even though the
arrangement causes no real problems for the City, it would make much more sense
to add the land in question back to lot 6.
The joint curb cut arrangement will still work with either proposed lay-
out.
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Next week's agenda items
Date: 5/20/83
4) Bartlett Wood, -Homestead Design
1. Minimum road width should be 20' with 3 foot shoulders on each side.
2. Road profile plan should include a complete profile with grades and curve
data.
3. Road base shall include 6 inches of sand cushion or filter fabric.
Gravel base shall be 18 inches in thickness.
4. Driveway culverts shall be sized and road ditch depth determined based
on culvert size and driveway gravel cover over top of culvert. This depth
should be at least 18 inches.
5. Sewer line depth of 3' to 4Z' in the road is too shallow, resulting in
house connections with less than 1 foot of cover where the service connection
distance is 100' or more. Due to the anticipated low flow a main freeze up
could occur. Heavy loads could also damage pipe.
6. Existing sewer manhole no. 4 shall have a drop feature.
7. The road should have a turnaround at the dead end.
8. Sewer main shall be bedded in crushed stone.
9. Road crossing permits must be obtained from the City. City will do the
bituminous concrete surface patching.
10. City Water Department shall review and approve the plans plus the follow-
ing.
(a) Water main must extend across entire Barttletts Bay Road frontage.
(b) Where water main has less than 5z feet of cover it must be insulated
to protect it from freezing.
(c) Pipe shall be wrapped in polyethalene where poured concrete thrust
blocks are requred.
11. Sewer MH-BW4 should include a stub northerly.
12. Since the road will be private and the utilities, water and sewer will be
public, casements must be provided for these utilities. All road maintenance
including grading, ditch maintenance, and snow plowing will be the respon-
sibility of others.
Memorandum
Next week's agenda items
5/20/83
Page 2
13. Power shall be underground on
water main. A street light shall be
trance and another at the dead end.
the opposite side of the road from the
installed near the Bartletts Bay en-
6) Shelburne Plastics
1. The storm drain line from the building should have an inlet installed just
before the entrance drive to intercept the swale from the east. This will
prevent runoff from crossing the drive and entering the road.
2. I assume that manufacturing of plastic products will be a 24 hour operation.
The building construction should be such that noises will not be emitted out-
side of the building. This could be a problem especially at night in the summer
when area residents have their windows open.
ATTORNEYS AT LAW
184 SOUTH WINOOSKI AVENUE
P. O. BOX 986
BURLINGTON, VERMONT OS402-0986
RICHARD A- SPOKES
JAMES D. FOLEY
JOSEPH F. OBUCHOWSKI
STEVEN F. STITZEL
May 11, 1983
Mr. David Spitz
City Planner
City of South Burlington
575 Dorset Street
South Burlington, VT 05401
Re: Bartlett Woods
Dear David:
(SO2) 862-6451
(SO2) 863-2857
ISAAC N. P. STOKES
COUNSEL
I have the following comments regarding the proposed
documents which were submitted to me by transmittal letter
dated May 3, 1983:
(1) Agreement and Waiver --This is fine. Are the
����� maintenance and plowing responsibilities to be divided
viLj among the three homeowners. If so, perhaps this should
be set forth in paragraph number 5.
(2) Irrevocable Offer of Dedication --In the
second "WHEREAS" clause reference is made to a "60-foot
wide right of way and easement." I believe this would
be a fee conveyance, and thus I would suggest the words
"strip of land" be substituted for "right of way and
easement."
(3) Deed to Street --You should review the final
plat to make certain that the roadway is clearly de-
picted. Someone might find fault with the use of the
terminology "certain road," and perhaps the initial
wording could be changed to read something along the
following lines:
"Being a strip of land, 60 feet in uniform
width, depicted as '(name of road)' on a
Plan ...."
Mr. David Spitz - 2 - May 11, 1983
(4) Utility Easement --This document needs to be
completed, including inserting the width of the ease-
cr)�±O4 ments and a completion of the description. I also note
�'" that a mortgage release clause has been inserted but
there is no signature line for a mortgagee. You should
carefully compare this document with the final plat.
, Finally, it should be ascertained whether this property
77 is encumbered by a mortgage. If so, the City will require
,q(AA46an appropriate release for the roadway and utility ease-
ments. I will not get back to Peter Doremus until I hear
from you.
Very truly yours,
Richa e
RAS/gmt
DHS /
4/12/83
MOTION OF APPROVAL
For the Preliminary Plat Application by Homestead Design Inc., property for a
6-lot subdivision on Bartletts Bay Road as depicted on a plan entitled "Contour Plan,
Proposed Homestead Design Inc., Property," prepared by G.E. Bedard, Inc., dated
March 3, 1983:
Stipulations:
1) The base for the proposed 20 foot wide private drive shall be built to City
street standards.
2) Lots 1,2 and 3 shall have access onto the private drive. Lots 4,5, and 6
shall have access onto Bartletts Bay Road.
3) Any additional access onto the 20 foot wide private drive shall not be permit-
ted unless it is upgraded to full City street standards.
4) A 60 foot wide right-of-way, centered on the private drive, shall be granted
to the City for potential access to adjacent properties to the north.
5) Proposed public sewer and water lines shall be located within the Bartletts
Bay Road right-of-way and within the proposed 60 foot wide right-of-way. Locations
within the rights -of -way shall be as required by the City Manager.
6) Approval of the sixth lot is contingent on obtaining additional land to equal
a total area of at least 6 acres.
7) Building envelopes shall be indicated on the final plat and shall contain
the following modification of normal setback requirements:
a) Northerly s 4e yard setbacks on lots 1,2,3, and 4 shall be decreased to
10 feet.
8) Required legal documents - including utility easements, right-of-way ex-
tension, and private road and waiver agreement - shall be submitted to the City
Attorney at the time of final plat application.
3.
PLANNING COMMISSION APRIL 12, 1983
zone to cluster B. The exact location shall be approved by the City Planner and
shall be indicated on the revised final plat.
4. Cluster D shall conform to the 50' side yard setback requirement.
5. Revised submissions, containing all required changes from stipulations
1, 2, 3, and 4 shall be submitted to and approved by the City Planner prior to
issuance of a building permit.
6. All stipulations from the previously approved final plat shall remain
in effect.
7. This approval expires on July 13, 1986.
Mr. Jacob seconded the motion and all voted for it.
Preliminary plat application by Homestead Design, Inc., for a 6-lot subdivision
on Bartletts Bay Road
Mr. Marcellino represented the developers. He said they owned 5.64 acres
and thus would be allowed 5 building lots. They would like to purchase an
additional .36 acres, so they could have another lot, but so far have not been
successful. There is a dotted line between lots 5 and 6, and if they cannot
obtain the additional land, they will erase that.
Mr. Marcellino said the soils in the area were wet and heavy and that the
drainage ditch they will put in along the side of the road will help conditions.
Mr. Poger suggested putting the road in to,one side of the right of way,
which would save some of the trees in the area.
Mr. Marcellino said Bartletts Bay Road was not centered in the right of way,
so he was not sure the water line could go in on the south side. He said they
would like to run small sewer and water lines to serve the 4 lots, but was told
that both would have to be 8" if they were to serve more than one lot. The road
will be private but the base will be built to city standards.
Having one road serve the existing homes in this area plus these new lots
was mentioned as being desirable, but Mr. Marcellino said that would not meet
the interests of the present residents of the area, and he did not think it
could be worked out. Mr. Mona said it would be OK with the Commission if it could
be worked out.
Mr. Marcellino said they would like to put the homes close to the north
property line. The homes will have living areas to the south as well`as-a lot
of glass on that side. They would like large usable south side yards.
Mr. Woolery moved that the South Burlington Planning Commission approve the
jeliminary plat application by Homestead Design Inc., property for a 6-lot
subdivision on Bartletts Bay Road as depicted on a plan entitled "Contour Plan,
Proposed Homestead Design Inc., Property,' prepared by G.E. edard— . I-nc..-d-ed
- -March 3, 1983, subject to- the following stipulations:
I. The base for the proposed 20 foot wide private drive shall be built to
City street standards.
2. Lots 1, 2 and 3 shall have access onto the private drive. Lots 4, 5 and
-
6 shall have access onto Bartletts Bay Road.
3. Any additional access onto the 20 foot wide private drive shall not be
permitted unless it is upgraded to full City street standards
4.
PLANNING COMMISSION
APRIL 12, 1983
4. A 60 foot wide right-of-way, centered on the private drive, shall be
granted to the City for potential access to adjacent properties to the north.
5. Proposed public sewer and water lines shall be located within the
$�irtletts Bay Road right-of-way and within the proposed 60 foot wide right-of-way.
Locations within the rights-bf-way shall be as required by the City Manager.
6. Approval of the sixth lot is contingent on obtaining additional land
to equal a total area of at least 6 acres.
7. Building envelopes shall be indicated on the final plat and shall
contain the following modification of normal setback requirements: Side yard
setbacks on lots 2, 3 and 4 shall be decreased to 10' on the north side and
increased to 40' on the south side
8. Required legal documents - including utility easements, right-of-way
extension, and private road and waiver agreement - shall be submitted to the
City Attorney at the time of final plat application.
9. Sewer allocation for this project is 2100 gallons per day.
Mr. Jacob seconded the motion and it passed unanimously.
Preliminary plat application by John Belter for a 7 lot industrial subdivision
at Ethan Allen Farm
Mr. Belter removed himself from the discussion due to a possible conflict
of interest.
Mr. Spitz showed the area on some slides.
Mr. Page represented Mr. Belter. He said they had dropped the number of
lots from 9 to 7 and had changed their location, concentrating on the western
portion of the developable area. Lots 1 and 7 will have access to Ethan Allen
Drive. Lots 2, 3 and 4 will front on a new city street. These lots will have
their rear portions in the floodplain zone. Without using the land in that
zone, the lots will be able to support 6,000 sq. ft. buildings, parking and
meet setback requirements. Access to lot 5 will be from the cul-de-sac, shown
as temporary on the plan. Eventually there will be a permanent one.
Mr. Page noted that the intersection of Shamrock Road and Airport Parkway
was not good. Flashing lights will be installed this spring, but no solution
to the overall problem has been found. Traffic from this development is
estimated to be 120-240 trips per day. Mr. Poger noted that if additional lots
were created later and it required a change in the road, the developer could be
required to make those changes. Mr. Fischer felt that intersection was dangerous
now and that this traffic would add to the problem. He did not feel this kind
of development would have a good impact on the homes in Country Club Estates.
Mr. Spitz noted that there was a r" identral-buffer aroa. Mr. Page noted that
the nearest home in that area to a lot being proposed here was about 2000' away.
Mr. Spitz felt the permanent cul-de-sac should be shown on the plan, and
he wanted to know what would eventually be done with the rest of the land. Mr.
Woolery asked that the floodplain lines be extended on the map. Mr. Spitz
wondered how much land the city should allow to be in the floodplain and still
have a usable lot. Mr. Poger felt the 50% shown on this plan might be the limit.
Mr. Spitz noted that the question might make it hard for some uses to expand on
these lots.
MEMORANDUM
To: South Burlington Planning Commission
From: William J. SzymaxiSki-,-dity Manager
Re: Next week's agenda items
Date: 4/8/83
3) Lacey Addition, Williston Road
1. Proposed new blacktop parking area shall be graded so that drainage
runoff is toward the north. It shall include a gravel base at least 8 inches
thick.
2. Plan should be dated.
4) Homestead Desiqn, Inc.,• Bartletts Bay Road
1. Water and sewer mains should be within the street rights -of -way for quick
easy access in an emergency. Sewers should be in the center of the road and
water mains along the side.
2. The road should be public with a minimum paved width of 24' plus
3' shoulders and an adequate turnaround. The turnaround can be temporary until
the road is extended northerly.
3. Water main should be extended along the south side of Bartletts Bay
Road.
5) Bartlett Propert
1. Pool's isolated location will probably encourage residents to drive
to the site causing parking problems along the street. It will also be difficult
to police.
6) Ethan Allen Farm
1. Lots 1 and 7 should have their entrance drives on Ethan Allen Drive as
far away from the intersection as possible.
2. A knoll just east of the proposed road intersection may have to be
cut down to improve site distance.
3. This area is expected to be sewered when Country Club Estates is
sewered. A sewage pumping station is planned near the brook. Plumbing for
any proposed building should be planned so that it can easily hook on to a
sewer main in the proposed street.
2.
PLANNING COMMISSION JANUARY 25, 1983
with the farm operation; large volumes of traffic would not be good.
The Commission noted that it might require road improvement, perhaps after
a certain number of lots were developed. If Mr. Belter wanted to subdivide lots
8 and 9 as they are currently shown, he would have to improve the road all the way
to them, across the land owned by Mr. Berard. Mr. Mona suggested putting those
lots across the road from lots 6 & 7, to save road costs.
The lots will have on -site sewage disposal.
Mrs. Maher asked how the land was taxed. She was told that since the city
was going to be reappraising for the next 2 years, this land would probably be
put into the industrial category. Mr. Poger was concerned that if that happened,
the area would no longer be able to be farmed. Mrs. Maher felt the City Council
should be made aware that the Commission was concerned about this issue. Mr.
Spitz noted that there were programs in other municipalities designed to leave
land in agricultural use.
Mr. Spitz felt the developers should show there was enough buildable area on
lot 4. He noted that zoning did not specify whether floodplain land could be used
for density. Mr. Poger felt that the land outside the floodplain should be
counted and that the size of the building should be proportional to how much of
the lot was in the floodplain. Mr. Mona felt that was restrictive. Mr. Spitz
did not feel that land suitable for farming should be used to meet density
requirements.
It was noted that the intersection of Shamrock Road and Airport Parkway
was terrible and might need improvement._`..;,,
tion�bv Homestead Design_fo%6 residential
Bartletts Bay Road
Mr. Marcellino said the survey had not been completed, but that they had
about 5.8 acres of land. He was told that meant they could have 5 lots. He
said they would like to serve 3 of the homes with a private drive on the west
side of the lots. They would leave a 60' right of way on the east side and deed
it to the city. Various ways of dealing with this right of way were discussed.
Mr. Spitz did not feel that private drives serving single family hopes were
a good idea, since there usually was pressure later to have them made public.
Mr. Hasner noted that the right of way might become a public road later. Mr.
Poger mentioned putting the private drive in the area of the right of way, and
use it for now until it became a public road. He mentioned that the homeowners
could be required to sign an agreement similar to those in condominiums for maintenance
of the road. Mr. Marcellino said it could be in the deed that the road would
not be accepted by the city unless it were developed to city standards. Mr.
Spitz noted that if the city street were not required of this developer, it could
not be required of Mr. Farrell, who owns abutting land, when he wants to develop
that land. Mr. Marcellino felt a,:24' wide paved road for 3 homes was an un-
necessary burden.
--'-- The Commisa3oa _ecided 1b allow a private drive on the east for the homes.
Mr. Woolery wanted to be sure the base was sufficient to allow paving at a later
date; it should be built to city specifications.
Sewer policy revisions
Mrs. Maher asked about the first paragraph in #8. She said she had no
faith in Capital Budgets. Mr. Poger noted that if the city did not stick to
its Capital Budget, a developer would have good reasonable arguments to build
anyway. It was noted, however, that to take the matter to court could take
M E M O R A N D U M
To: South Burlington Planning Commission
From: David H. Spitz, City Planner
Re: Next week's agenda items
Date: 1/21/83
2) Ethan Allen Farm
Application is for 9 commercial/industrial lots, all with access onto
the north side of Ethan Allen Drive. All lot sizes are the proposed
minimum of 40,000 square feet (similar to those on Berard Drive). The
total proposed area for development is approximately 8 to 9 acres, only
a small portion of the several hundred acre farm.
Lots will be served by public water and by septic systems. Ethan
Allen Drive is a public street. At some point, improvements should be
provided both to Ethan Allen Drive and to the intersection with Airport
Parkway; and the Planning Commission must decide whether 9 lots is
sufficient development to warrant any improvements now. My recommendation
is that the intersection is the more critical problem and should be looked
at now. However, the road is probably adequate for 9 lots (it is similar
in quality to Airport Parkway) and improvements could wait until further
development, if any.
There are several issues relating to use of the floodplain. First,
the applicant's engineer must provide detailed data at the next stage
of review to show that the elevations depicting the boundary of the flood -
plain zone are accurate. Second, some lots include a portion of flood -
plain land within their boundaries. The zoning ordinance specifically
allows CO (conservation) zone land to be included as part of density,
but it does not address floodplain land. In practice, the inclusion_ of
small portions of floodplain is not a problem as long as sufficient
building area is available in the balance of the lot. However, I would
recommend that any floodplain land that is actively used in farming not
be so included. On the sketch plan, one lot (#4) may have an excessive
portion of floodplain.
3) Homestead Design
Proposal is for 6 lots on approximately 5.8 acres on Bartletts Bay
Road. This is the area behind the sewer plant that was recently changed
from R3 to Rl by the City Council on the proposed zoning map.
Several issues should be addressed.
A shared private drive is proposed to serve 4 of the 6 lots. Under
the proposed zoning ordinance, the Planning Commission may approve up
to 3 lots on a private street. Even though some roads in this area are
less than current City standards, Brigham Road was recently upgraded to
30 feet with curbs. I would recommend the same here.
Next week's agenda items
1/21/83
Page 2
The proposed drive is located so as to permit future extension to
Holmes Road. This is valuable whether or not the Southern Connector is
built because the abutting David Farrell parcel has no direct access onto
Holmes Road or Bartletts Bay Road. Because of the potential extension,
a temporary turn -around should be sufficient.
The two lots fronting on Bartletts Bay Road are not ideally located
due to proximity to the sewer plant. The best result would be clustering
of all lots on another portion of the property. A lesser option would
be reduced building envelopes on these 2 lots and a buffer area in which
trees could not be removed.
Storm drainage also will have to be reviewed carefully.
4) Sewer Policy
Enclosed are copies of the existing sewer policy and a proposed
revised policy. Minor revisions in items 1 through 4 include a change in
the expected date for the sewer bond vote and a requirement for semi-
annual rather than quarterly reports. Major revisions are included for
items 5 through.7, and item 8 is no longer applicable.
f�
/ 2.
PLANNING COMMISSION OCTCBER 12, 1982
unlikely that the building would change hands. Mr. Spitz noted that a letter
of credit did not keep pace with inflation. He was asked how he had arrived
at the suggested figure of 310,000 and said that he had looked at other
examples recently and how much they had paid per peak hour car. Using the
same ratio would have come to a figure of $5,000 to $6,000, but this case is
geared toward one intersection only.
Mr. Poger was uneasy about requesting a contribution toward intersection
improvements which might not be made for 5-15 years, during which time GIMP
would be adding to traffic at the intersection. He felt that in this case,
perhaps the money should be given back after 5 years, or none should be
requested at all. Mr. Mona did not agree. Mr. Woolery noted that money had
been requested for traffic improvements from every major development recently
and he felt that procedure should be followed here, for consistency.
Mr. Belter suggested adding an interest rate to the letter of credit.
Mr. Mona moved that the South Burlington Planning Commission accept
a__$5,000 assessment from Green Mountain Power. -Corporation for road improvements
in the Shelburne Road -Green Mountain Drive intersection area. This assessment
to be received in a letter of credit which will ,row at the rate of 5° per
year. There shall be an automatic Planning Commission review after 5 .years.
Mr. Woolery seconded the motion.
Mr. Poger was uneasy with this because the city has no power to improve
that State road, nor do they have specific improvements in mind for it. He
stated that while he would not vote against it, he could neither vote for it.
The motion carried with 4 in favor and Mr. Poger abstaining.
Sketch plan review of application by Homestead Design, Inc., for a 6 lot_
subdivision on Bartlett's Bay P,oad
Mr. Mona stated that he had been delayed tonight by the police department,
which had told him that Mr. Robert Marcellino had called and told them that he
would not be able to come in tonight. Mr. Spitz said the sketch plan would be
rescheduled.
Site plan review of application by Village Green Apartments for 30 carports
to serve existing residential units
Mr. spitz said the units and drives existed and that no change in land-
scaping was proposed. The application was granted two variances from the
Zoning Board. One was a side yard variance, so that they could take down as
few trees as possible, and the other was a setback from the stream in the
area. There will be one carport plus some storage per unit, as well as some
open spaces. There will be no fewer parking spaces than before. The Fire
Chief has seen the plan and does not object. Mr. Spitz said there was a
pedestrian trail shown in the Comprehensive Plan in this area. Mrs. Unsworth,
speaking for the development, said she did not object to such a trail and Mr.
Mona said it should be noted on the plan of record.
Mr. Woolery moved that the South Burlington Planning Commission approve the
site plan application by Village Green Apartments for 30 carports at 75 Hinesbur
Road as depicted on a plan entitled "Carport Additions Village Green Apart-
ments," prepared by Paul E. 'tiamsganz. dated 8 22 82. subject to the following
stipulations:
1. An offer of dedication for a 15 foot wide pedestrian trail easement
along the north side of the drainageway shall be submitted prior to issuance
of a building permit. The easement shall also be marked on the site plan and
M E M O R A N D U M
To: South Burlington Planning Commission
From: David H. Spitz, City Planner
Re: Next week's agenda items
Date: 10/8/82
2) Green Mountain Power
Please note stipulation 5 from the site plan approval dated 8/3/82. Since
that time the following has taken place:
a) The Agency of Transportation has conceptually approved with minor re-
visions the intersection modifications proposed by Joe Oppenlander.
b) The Agency has indicated it anticipates no State money to help pay for
the modifications.
c) Cost estimates for the modifications are now being prepared. One pre-
liminary estimate is $50,000.
I see two options. First, GMP can be asked to pay for all improvements
despite their relatively small inpact on the problem. The justification is
that they are the only major contributor to that intersection in the foreseeable
future.
Second, GMP can be asked to pay only a portion. Under this option money
would probably be kept in escrow for several years until sufficient funds were
available.
3) Homestead Design
Proposal is for 6 lots on approximately 5.8 acres on Bartletts Bay Road.
This is the area behind the sewer plant that was recently changed from R3 to
Rl by the City Council on the proposed zoning map.
Several issues should be addressed.
A shared private drive is proposed to serve 4 of the 6 lots. Under the
proposed zoning ordinance, the Planning Commission may approve up to 3 lots
on a private street. Even though some roads in this area are less than current
City standards, Brigham Road was recently upgraded to 30 feet with curbs. I
would recommend the same here.
The proposed drive is located so as to permit future extension to Holmes
Road. This is valuable whether or not the Southern Connector is built because
the abutting David Farrell parcel has no direct access onto Holmes Road or
Bartletts Bay Road. Because of the potential extension, a temporary turn -around
should be sufficient.
The two lots fronting on Bartletts Bay Road are not ideally located due to
proximity to the sewer plant. The best result would be clustering of all lots
on another portion of the property. A lesser option would be reduced building
envelopes on these 2 lots and a buffer area in which trees could not be removed.
Storm drainage also will have to be reviewed carefully.
4) Village Green Apartments
Proposal is for 30 carports to serve 30 existing apartment units. There
will be almost no change in current circulation patterns and surfaced areas,
and all carports will be on the opposite side of the driveway from the units.
The Zoning Board recently granted 2 dimensional variances, 1 for a side -
yard and 1 from a minor stream.
This is a fairly straightforward application, and I see no problems.
5) Ridgewood
October 1, 1982
Mr. George Marcellino
Homestead Design, Inc.
12 Pearl Street
Essex Junction, Vermont 05552
Dear George:
I need a site location map to accompany your sketch plan
applicatmon. You may draw this at a much smaller scale in the
corner of your sketch plan - please include at least Bartletts Bay
Road and its private extension, Holmes Road, the intersection of
Brigham Road with Bartletts Bay Road, the boundaries of the City
sewage plant property, and the railroad tracks.
Two other items that would be useful but not mandatory at this
time are (1) an approximate line marking treed and intreed areas,
and (2) location of the sewaqe plant facilities.
When you haven made these revisions, please submit 4 copies of
the sketch plan by Wednesday, October 6. You are tentatively
scheduled for the October 12 meeting.
Sincerely,
David H. Spitz,
City Planner
-M/mcg
12 Pearl Street • Essex Junction, Vermont 05452
(802) 878-3303
September 24, 1982
Mr. John Spitz
Zoning Administrator
City of South Burlington
575 Dorset Street
South Burlington, VT 054.01
Dear John:
Enclosed please find a copy of the proposed subdivision on the
Collins property on Bartlett's Bay Road. We hope to be able
to attend the meeting on October 12, 1982.
Sincerely,
Robert A. Marcellino
Enclosure
EGAL ' 'LCE
PL TEARING
SOUL, . URLINGTON
PLANNING COMMISSION
The South Burlington Planning
Commission will hold a public
hearing at the South Burlington
City Hall, Conference Room, 575
Dorset Street, South Burlington,
Vermont oaYM.Oto cons
ctber
11, 1983,t 7:30 P
sider the following:
1) Final plat application (re-
vised use on lt 10 of Rebec-
ca Square) by
Associates for a community
care home on bounded
Williston
Road. Property i Rebecca
on the north Y
Square and Morton, on the
east by Racine, Merriam
Graves, and Lawrence, on
the south by Williston Road
and other band of LTH Asso-
ciates, and on the west by
NCR Corporation.
2) Revised Final Plat Applica-
tion by Homestead Design,
Inc., for a five -lot subdivision
on Bartletts Bay Road. Prop-
ih
arty is bounded one
northeast by the South Bur-
lington sewoge treatment
lant, on the south by Bart-
Petts
Bay Road, and on the
west by Butterfield, Shearer,
Campbell, Flanders, Bruhn,
Irish, and Mackay.
Copies of the application are
avaic inspection
the 'lable far South BurlingtonlCity at
Hall.
Sidney B. Pager
Chairman,
South Burlington
Planning Commission
September 24^ 19B3^^^--_,^•'
IRREVOCABLE OFFER OF DEDICATION
AGREEMENT by and between HOMESTEAD DESIGN, INC., of
Essex Junction, Vermont (hereinafter referred to as "Owner")
and the CITY OF SOUTH BURLINGTON (hereinafter referred to as
"Municipality").
W I T N E S S E T H
WHEREAS, the Municipality's Planning Commission has
approved a final subdivision plat entitled "Bartlett Woods"
dated May 3, 1983 and prepared by George Bedard; and
WHEREAS, the final approval of the Planning Commission
contains a condition that Owner convey a sixty foot (60')
wide strip of land to Municipality; and
WHEREAS, the above described lands and/or interest
therein are to be dedicated to Municipality free and clear
of all encumbrances, pursuant to said final approval and
final plat; and
WHEREAS, the Owner has delivered to the Municipality
appropriate deeds of conveyance for the above described
lands and/or interest therein.
NOW, THEREFORE, in consideration of the final approval
of the Municipality's Planning Commission and for other good
and valuable consideration, it is covenanted and agreed as
follows:
1. The Owner herewith delivers to the Municipality a
2EMUS.CONGLETON.
deed of conveyance, an unexecuted copy of which is attached
'FINS & SUT-HLRLANO
.TTORNEVS AT LAW
as Exhibit "A", said delivery constituting a formal offer
P. O. BOX 270
10 PEARL STREET -
ESSEX JUNCTION,
VERMONT 05452
16021 O79-0424
«,.tie ...., ..� _....
2EMUS. CONGLETON.
KINS & SUTHERLAND
,TTORNEVS AT LAW
P. O. BOX 270
10 PEARL STREET
ESSEX JUNCTION.
VERMONT 05452
(802)879-0424
of dedication to the Municipality to be held by the Municipality
until the acceptance or rejection of such offer of dedication
by the legislative body of the Municipality.
2. The Owner agrees that said formal offer of dedication
is irrevocable and can be accepted by the Municipality at
any time.
3. This irrevocable offer of dedication shall run with the
land and shall be binding upon all assigns, grantees, successors
and/or heirs of the Owner.
DATED this day of
IN THE PRESENCE OF:
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
1983.
HOMESTEAD DESIGN, INC.
I�M
Duly Authorized Agent
CITY OF SOUTH BURLINGTON
By:
Duly Authorized Agent
At , in said County, this day of
111 1983, personally appeared
duly authorized agent of Homestead Design, Inc. and he
acknowledged this instrument, by him sealed and subscribed,
to be his free act and deed and the free act and deed of Homeste.
Design, Inc.
Before me,
STATE OF VERMONT Notary Public
CHITTENDEN COUNTY, SS.
At , in said County this day of
, 1983, personally appeared ,
duly authorized agent of the City of South Burlington, and he
acknowledged this instrument, by him sealed and subscribed, to
be his free act and deed and the free act and deed of the
City of South Burlington.
Before me,
Notary Public
-2-
hi
OREMUS,CONGLETON,
NKINS & SUTHERLAND
ATTORNEYS AT LAW
P. O. BOX 270
10 PEARL STREET
ESSEX JUNCTION.
VERMONT 05452
1800 879-,0424
AGREEMENT AND WAIVER
AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont
corporation with principal place of business in Fssex Junction,
Vermont (hereinafter referred to as "Owner") and the CITY OF
SOUTH BURLINGTON (hereinafter referred to as "Municipality").
W I T N E S S E T H:
WHEREAS, Developer has received final subdivision approval
from the Municipality's Planning Commission for the construction
and development of five (5) residential units in a development
to be known as "Bartlett. Woods" as depicted on a final plat
entitled "Bartlett Woods" dated May 3, 1983, prepared by
George Bedard; and
WHEREAS, the subdivision will be serviced by a private
roadway or roadways as depicted on the final plat; and
WHEREAS, the Municipality has approved the final subdivision
application with said private roadway or roadways subject to
certain conditions; and
WHEREAS, the parties desire to record a confirmation of
said conditions to the effect that by granting said approval
and otherwise authorizing said project, the Municipality has
not assumed, but rather has specifically disavowed any intention
or obligation to plow, repair or otherwise maintain said roadway
or roadways or to accept the same as public streets.
NOW, THEREFORE, in consideration of the final approval of
the Municipality's Planning Commission and other good and
valueable consideration, it is covenanted and agreed as follows:
1. The Owner will not apply to the Municipality to Have
said roadway or roadways accepted as a public street without
first complying with all applicable construction requirements
and specifications set forth in the then existing zoning
regulations, subdivision regulations, or other applicable
ordinances and by-laws of the Municipality, the expense of
complying with said requirements and specifications to be
borne solely by the Owner, and its heirs, successors or
assigns.
2. The Owner waives any rights it may have or claim by
virtue of the Municipality's approval of said roadway or
roadways to request the Municipality to accept the same as
public streets.
3. The Owner will not in the future change the location
of said roadway or roadways nor extend said roadway or
roadways without the prior approval of the Municipality's
Planning Commission, nor shall it permit said roadway or
roadways to service more than three (3) dwelling units
without prior approval of the Municipality's Planning Commission.
4. The Owner, for itself and its heirs, successors and
assigns, hereby waives any rights it, or any of them, now
have or may hereafter acquire to seek plowing, repair or
maintenance from the City with regard to said roadway or
roadways.
5. Plowing, repairing and maintenance of said roadway
or roadways shall be split equally among the three homeowners.
6. Nothing contained in this agreement shall be construed
tEMUS.CONGLETON,
as obligating the Owner to dedicate said roadway or roadways
<INS®SUTHERLAND
as a public street and similarly, g
nothin contained .in this
l TURNEV5 AT LAW
P. O. BOX 270
10 PEARL STREET
ESSEX JUNCTION.
V ERMONT 05452
(802) 879-0424
agreement shall be construed as obligating the municipality
to accept any such proffered dedication.
7. This agreement may only be amended or revoked upon
written consent and approval by the municipality.
8. This agreement shall not only be binding upon tfie
parties hereto, but also upon their respective heirs, executors,
administrators, successors and assigns.
DATED this day of , 1983.
IN THE PRESENCE OF: HOMESTEAD DESIGN, INC., Owner
By:
Duly Authorized Agent
CITY OF SOUTH BURLINGTON
By:
Duly Authorized Agent
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
At , this day of
1983, personally appeared , and
he acknowledged this instrument, by him sealed and subscribed,
to be his free act and deed and the free act and deed of Homesteac
Design, Inc.
Before me,
STATE OF VERMONT
ZHITTENDEN COUNTY, SS.
Notary Public
At South Burlington, this day of , 1983,
personally appeared , duly authorized agent
pf and he acknowledged this instrument, by him sealed and sub-
scribed, to be his free act and deed and the free act and deed of
the City of South Burlington.
Before me,
Notary Public
-3-
10.
FORM 911 VERMONT WARRANTY DEED
QTUTELANX REGISTERED U 5 PAT OFFICE
TUTTLE LAW PRINT. PUBLISHERS. RUTLAND, VT 05701
AWE Awl AM I
«�+ HOMESTEAD DESIGN, INC., a Vermont Corporation
with principal place of business in and
Of Essex Junction, in the County of Ch itten n
and State of Vermont Grantor , in the consideration of
--------------------------One and More ------------------------ Dollars
paid to its full satisfaction by
CITY OF SOUTH BURLINGTON, a Vermont Municipality
Of Sou Burlington, in the County of hittende
and State oV Vermont Grantee by tCTiese presents, do
freely (gtur, (grunt, Orll, (ffanttru Anil QjanftM unto the eaid Grantee
CITY OF SOUTH BURLINGTON
successors
and its WR8 and assigns forever, a
certain piece of land in the City of South Burlin ton, in the
County of Chittenden and State of Vermont, described as
follows, viz:
Being a strip of land, 60 feet in width, depicted as
, on a Plan entitled "Bartlett Woods" prepared
by George Bedard, dated May 3, 1983 and recorded in Book _
on Page of the Land Records of the City of South
Burlington.
UTILITY EASEMENT
KNOW ALL MEN BY THESE PRESENTS, that HOMESTEAD DESIGN,
INC., of Essex Junction, Vermont, (Grantor), for good and
valuable consideration, the receipt of which is hereby acknowledg
by these presents, do GIVE, GRANT, SELL, CONVEY, and CONFIRM
unto the CITY OF SOUTH BURLINGTON, a Vermont municipality
situated in the County of Chittenden and State of Vermont
(Grantee) and its successors and assigns, an easement or
easements in perpetuity, feet in width, for the
purpose of installing, repairing, maintaining, restoring
and/or replacing sewer and/or waterlines, together with all
appurtenances thereto, on, under and through the following
property:
Being a strip of land feet in uniform
width, the centerline 30T which is the
inch or larger sewer and/or waterlines as
depicted on a final subdivision plat entitled
"Bartlett Woods") dated May 3, 1983 and recorded
in Book on Page , prepared by
George Bedard, and is ide— ratified thereon as
20 foot wide sewer and water easement.
The right of way easement herein conveyed
proceeds in a general westerly direction from
Grantor, and its heirs, successors and assigns, shall have
the right to make use of the surface of the land subject to this
right of way easement such as shall not be consistent with the
use of the easement by the within Grantee, but specifically shall
place no structures, landscaping or other improvements within
said right of way easement which shall prevent or interfere with
the Grantee's ability to exercise its right granted hereunder.
REMUS, CONGLETON.
KIN% & SUTHERLAND
,TTORNEVS AT LAW
F. (). F1OX 270
IO PFARI. STRFFT
ESSFX JUNCTION.
VFRMONT OS452
MO27 079-0424
The Grantee for itself and successors and assigns agrees
that any premises affected by its entry pursuant to this right
of way easement shall be restored to its condition prior to such
entry at its own cost and within a reasonable time.
This right of way easement shall act as a bill of sale and
does hereby convey the pipelines and appurtenances located on,
under and through the easement herein conveyed.
TO HAVE AND TO HOLD said granted premises, with all the
privileges and appurtenances thereof, to the Grantee, its
successors and assigns, to its own use and behoof forever; rind
the Grantor, for itself and its successors and assigns, does
covenant with the 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 it is FREE FROM EVERY ENCUMBRANCE: and
it hereby engages to WARRANT AND DEFEND the same against all
lawful claims whatever.
joins in the execution of
this right of way easement for purposes of subordinating the
lien of its mortgage to the easement herein granted.
Reference is hereby made to the above mentioned plan and
the records thereof, and the references therein made all in
further aid of this description.
DATED at
1983.
IN THE PRESENCE OF:
EMUS. CONGLETON,
GINS & SUTHERLAND
TTORNEVS AT LAW
P O. HOX 270
10 PEARL STREET
ESSEX JUNCTION.
VERMONT 05452
, this day of ,
HOMESTEAD DESIGN, INC.
By:
Duly Authorized Agent
18021079-0424 11
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
At in said County and State, this
day of 1983, personally appeared
duly authorized agent of
HOMESTEAD DESIGN, INC., and he acknowledged this instrument,
by him sealed and subscribed, to be his free act and deed
and the free act and deed of Homestead Design, Inc.
Before me,
Notary Public
2EMUS, CONGLETON,
<INS 6 SUTHERLAND
TTORNEVS AT LAW
P. 0. BOX 270
10 PEARL STREET
ESSEX JUNCTION,
VERMONT OS4S2
(602) 679-0424 I - 3 -
. �
4EMUS. CONGLETON.
KINS & SUTHERLAND
,TTORNEVS Al LAW
P O ROX 270
)O PEARL STREET
1.55EX JUNCTION.
VERMONT OS452
IRREVOCABLE OFFER OF DEDICATION
AGREEMENT by and between HOMESTEAD DESIGN, INC., of
Essex Junction, Vermont (hereinafter referred to as "Owner")
and the CITY OF SOUTH BURLINGTON (hereinafter referred to as
"Municipality").
W I T N E S S E T H:
WHEREAS, the Municipality's Planning Commission has
approved a final subdivision plat entitled "Bartlett Woods"
dated May 3, 1983 and prepared by George Bedard; and
WHEREAS, the final approval of the Planning Commission
contains a condition that Owner convey a sixty foot (601) wi.dc_
right of way and easement to Municipality; and
WHEREAS, the above described lands and/or interest therein
are to be dedicated to Municipality free and clear of all en-
cumbrances, pursuant to said final approval and final plat; and
WHEREAS, the Owner has delivered to the Municipality
appropriate deeds of conveyance for the above described lands
and/or interest therein.
NOW, THEREFORE, in consideration of the final approval of
the Municipality's Planning Commission and for other good
and valuable consideration, it is covenanted and agreed as
follows:
1. The Owner herewith delivers to the Municipality a
deed of conveyance, an unexecuted copy of which is attached
as Exhibit "A", said delivery constituting a formal offer
(B02) 879 0424
OF
MUS. CONGLF_TON.
V5 & SUTHFRLAND
f F)11NF:.y%A1 I.AW
F' O W)X 170
I PF AM SIRFFi
,iFX )1)NC11ON.
'F F7MONT 0'.457
R1112) 879_0414
of dedication to the Municipality to be held by the Mui c.ipr
until the acceptance or rejection of such offer of dedication
by the legislative body of the Municipality.
2. The Owner agrees that said formal offer of dedication
is irrevocable and can be accepted by the Municipality at
any time.
3. This irrevocable offer of dedication shall run with the
land and shall be binding upon all assigns, grantees, successors
and/or heirs of the Owner.
DATED this day of
IN THE PRESENCE OF:
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
11 1983.
HOMESTEAD DESIGN, INC:.
By:
Duly Authorized Agent
CITY OF SOUTH BURLINGTON
Bv:
Duly Authorized Agent
At , in said County, this day of
1983, personally appeared
duly authorized agent of Homestead Design, Inc. and he _
acknowledged this instrument, by him sealed and subscribed,
to be his free act and deed and the free act and deed of. Fiomestea
Design, Inc.
Before me,
STATE OF VERMONT Notary Public
CHITTENDEN COUNTY, SS.
At , in said County this day of
1983, personally appeared
duly authorized agent of the City of South Burlington, and he
acknowledged this instrument, by him sealed and subscribed, to
be his free act and deed and the free act and deed of the
City of South Burlington.
Before me,
Notary Public ' ^--
-2-
(FM! 15. CONGLETON.
<INS F. SUTHERLAND
T TORNEVS AT LAW
P. O F30Y. 77p
10 PF ARL STRFET
ESSF% AJNr TTON.
VFRMONT 17,452
AGREEMENT AND WAIVER
AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont
corporation with principal place of business in Essex Junction,
Vermont (hereinafter referred to as "Owner") and the CITY OF
SOUTH BURLINGTON (hereinafter referred to as "Municipality").
W I T N E S S E T H:
WHEREAS, Developer has received final subdivision approval
from the Municipality's Planning Commission for the construrtion
and development of five (5) residential units in a development
to be known as "Bartlett. Woods" as depicted on a final plat
entitled "Bartlett Woods" dated May 3, 1983, prepared by
George Bedard; and
WHEREAS, the subdivision will be serviced by a private
roadway or roadways as depicted on the final plat; and
WHEREAS, the Municipality has approved the final subdivision
application with said private roadway or roadways subject to
certain conditions; and
WHEREAS, the parties desire to record a confirmation of
said conditions to the effect that by granting said approval
and otherwise authorizing said project, the Municipality has
not assumed, but rather has specifically disavowed any intention
or obligation to plow, repair or otherwise maintain said ro,-idw,iy
or roadways or to accept the same as public streets.
NOW, THEREFORE,.in consideration of the final approval of
the Municipality's Planning Commission and other good and
valueable consideration, it is covenanted and agreed as follows:
(R07) 9 74- n42.4
REMUS, CONGLETON,
KINS & SUTHERLAND
�TTORNEVS AT LAW
P 0 BOX 270
10 PEARL STREET
ESSEX JUNCTION,
VERMONT 05452
1. The Owner will not apply to the Municipality to have
said roadway or roadways accepted as a public street without
first complying with all applicable construction requirements
and specifications set forth in the then existing zoning
regulations, subdivision regulations, or other applicable
ordinances and by-laws of the Municipality, the expense of
complying with said requirements and specifications to be
borne solely by the Owner, and its heirs, successors or
assigns.
2. The Owner waives any rights it may have or claim by
virtue of the Municipality's approval of said roadway or road-
ways to request the Municipality to accept the same as public
streets.
3. The Owner will not in the future change the location
of said roadway or roadways nor extend said roadway or roadways
without the prior approval of the Municipality's Planninq
Commission, nor shall it permit said roadway or roadways to
service more than three (3) dwelling units without prior
approval of the Municipality's Planning Commission.
4. The Owner, for itself and its heirs, successors and
assigns, hereby waives any rights it, or any of them, now have
or may hereafter acquire to seek plowing, repair or maintenance
from the City with regard to said roadway or roadways.
5. The Owner, and its heirs, successors and assigns,
shall plow, repair and maintain said roadway or roadways at
their own expense and keep the same in good order and repair.
6. Nothing contained in this agreement shall be construed
as obligating the Owner to dedicate said roadway or roadways
as a public street, and, similarly, nothing contained in this
-2-
(802)879- 0424
EMUS.CONGLETON.
:INS 6 SUTHERLAND
rTORNEVS AT LAW
P. O. 13OX 270
10 PEARL STREET
ESSEX JUNCTION,
VFRMONT 05452
(8021 6 79--0424
1
agreement shall be construed as obligating the Municipality
to accept any such proffered dedication.
7. This agreement may only be amended or revoked upon
written consent and approval by the Municipality.
8. This agreement shall not only be binding upon the
parties hereto, but also upon their respective heirs, executors,
administrators, successors and assigns.
DATED this day of 1983.
IN THE PRESENCE OF: HOMESTEAD DESIGN, INC., Owner
By:
Duly Authorized Agent
CITY OF SOUTH BURLINrTON
By:
Duly Authorized Agent
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
At , this day of ,
1983, personally appeared I a►ICT-
he acknowledged this instrument, by him sealed and subscribed,
to be his free act and deed and the free act and deed of Homestea
Design, Inc.
Before me,
STATE OF VERMONT
CHITTENDEN COUNTY, SS.
Notary Public
At South Burlington, this day of , 1983,
personally appeared , duly authorized ages
of and he acknowledged this instrument, by him sealed and sub-
scribed, to be his free act and deed and the free act and deed of
the City of South Burlington.
Before me,
Notary Public
-3-
a 4 +� xtxr�t ia• w�ta�tn;r-r�r —`tea;
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bL%�/ll RF 4•Sil wEu . ti • orr.l
TU fTIE lwW MINT.►UKSr.E NS Ru 1lwN0 vl p6701
1 _
Q:ita t HOMESTEAD DESIGN, INC., a Vermont Corporation
with principal place of business in and
Of Essex Junction, in the County of Chittenden
and State of Vermont Grantor , in the consideration of
---------------------------One and More ------------------------ Dollars
paid to its full satisfaction by
CITY OF SOUTH BURLINGTON, a Vermont Municipality
of
South Burlington,
in the County of Chittend
and State of
Vermont
Grantee by these pre.tenrs, do
freely
(sine. 0.4ant. @-r1l.
(f ontim And Confirm unto the s-z►_d Grant t
CITY OF SOUTH
BURLINGTON
successors
and its XXC and as8iin8 forever, a
certain
piece
of land in
the City of South Burlington, in the
County
of
Chittenden and State of Vermont, described as
follows,
viz:
Being a certain road as shown on a Plan entitled "Bartlett
Woods" prepared by George Bedard, dated May 3, 1983 and
recorded in Book on Paste of the Land Records
of the City of South Burlington.
u,n s►a►►e anu is dots a11saki granted piem aes, witla ail We pnuae`es and up
purtenances thereof, tr---he said Grantee -
CITY OF SOUTH BURLINGTON
its successor*bTj (and assijns, to their own use and behoof forever;
.end i t the said Grantor
HOMESTEAD DESIGN, INC.
successors and assigns for itself and its N,
}lf4aJ(R'dCxKKc f�7t, do es covenant with the said Grantee
CITY OF SOUTH BURLINGTON, its successors
Jt4p8 and assigns, that until the ensealin j of these presents it is
the 8ole owner of the premises, and have Good rittht and title to eanueu the
same in manner aforesaid, that they are Fret Nrnm Enrrg Enrumbranrt:
EXCEPT as aforementioned; and it does
hereby engage to Warrant Ana ltftnb the same a fainst all lawful claims
whatever, EXCEPT as aforementioned.
flu Iflunros Whrrrof. I
this day of
.1I1, Presence of
hereunto set m hand and seal
Y D. 19 83
HOMESTEAD DESIGN, INC.
Duly Authorized Agent
AW"!
4tatt (Of Vtrmant, ,qt Essex Junction, this
Glauntp CHITTENDEN
}PP' day of .4. D. 19 8 3
duly authorized agent
of HOMESTEAD DESIGN, INC.
perapwlly appeared, and he acknowled f ed this instrument, by
him sealed and subscribed, to be his free act and deed., and
the free act and deed of Homestead Design, Inc.
Before me --- -- - --- --- — - - —
Notar Public
(Title)
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marshfield
engineering
services
DONALD MARSH P.E.
R.D. 1, BOX 95
MARSHFIELD, VERMONT 05658
802 426 3585
WATER AND SEWER MAIN DESIGNS
for
Bartlett Woods
South Burlington, Vermont
prepared for
Homestead Design, Inc.
Essex Junction, Vermont
by
Marshfield Engineering Services
3 May 1983
Bartlett Woods
Page 1
WATER MAIN
General
The proposed water system for this project will consist of
a 950 foot 8 inch Ductile Iron water main extension to the
existing South Burlington water system. The 8 inch main will be
constructed from the existing Bartlett Bay Road hydrant along
Bartlett Bay Road. After construction, testing and acceptance,
the water line will be deeded to the City of South Burlington.
Basis of Design
This system will be designed to provide daily, peak and
fire flows to five single family dwellings, each dwelling with
three bedrooms (six persons).
Daily Flows:
5 homes x 3 bedrooms/home x 150 gal (2 persons/bedroom)
= 2,250 gpd
Average Daily Flow (assume 12 hour use):
2,250 dd = 3.1 gpm
12 hr day x 60 min hr
Peak Flows
Residential Peak Flows
The project peak flows will assure a peak flow for each
home at 5 gpm. Therefore, project total peak flow = 25 gpm.
Fire Flows
The estimate fire flow for this project will be 500 gpm.
Total Peak Flows
The total design peak flow will be the total of both the
residential and fire flows, or 525 gpm. Therefore, the system
must be capable of providing a peak flow at the hydrant at the
end of the project of 525 gpm @ 20 psi.
Bartlett Woods
Page 2
Water Line Construction
The water line will be 8 inch Class 52 Ductile Iron pipe,
using rubber, water -tight rings. (Materials to meet the follow-
ing specifications: pipe ANSI A21.51, fittings ANSI A21.10).
Pipe is to have 1/8 inch cement liner with bituminous seal coat.
The water line is to be laid as shown on MES drawings #216-01
through 04 dated 3 May 1983. The line is to be placed in
accordance with AWWA Standard C600-77, the water line detail
on sheet 3, the manufacturer's recommendations and the attached
detailed specifications. Three conductivity wedges are to be
placed in each joint.
During construction, all pipe, bells, spigots and rubber
rings are to be clean and free of any grease, dirt or other
contaminants before connecting the lines. All lines must be
sealed with an approved water -tight seal at the end of each
day's work. Inspect line at the start of each day's work to
insure no obstructions are in the pipe.
Thrust blocks are to be placed at all angles as shown on
the approved plans, and are to be sized as shown on sheet 3.
The on -site soils have a bearing strength of 4,000 lbs/SF.
The trench is to be dewatered and the water line is to be bedded
in 6 inches of 3/4 inch crushed stone whenever water is encoun-
tered in the excavation. No pipe is to be laid when water is
present in the trench.
Water Line Testing
The entire line shall be tested in accordance with AWWA
Standard C600-77. This test should consist of a two-hour
hydrostatic and leakage test at 150 psi (50% above operating
pressure). All air is to be removed slowly from the lines
before testing. The allowable leakage for this line is 0.7 gph
or 1.4 gallons for the test. The engineer and the City of South
Burlington shall be notified in advance of the scheduling of the
hydrostatic testing. The engineer should be present during the
testing.
Water Line Disinfection
Following the hydrostatic testing, the entire line shall
be flushed and disinfected in accordance with the AWWA Standard
C601-68. The line should be flushed at a flow of at least 400
gpm (velocity of 2.6 fps). After flushing, the line shall be
filled with a chlorine/water mixture with at least a 50 mg/l
concentration of chlorine (to be tested at the end hydrant).
This will require at least 3 gallons of Chlorox to be distributed
throughout the 2,500 gallon volume of the water lines. Allow the
solution to stand for 24 hours, during which time all gate valves
and hydrants are to be operated.
Bartlett Woods
Page 3
After the 24 hours, the chlorine solution should be at
least 25 mg/l at the end of the line. If not, the above pro-
cedure should be repeated.
After disinfection, the lines are to be flushed to reduce
the chlorine residual to no greater than 1 mg/l. Prior to use
of the line, at least two samples taken at 24 hour intervals
shall show no evidence of bacterial contamination. If this
does not occur, the entire disinfection process shall be repeated.
The bacterial analysis is to be performed by the Vermont Depart-
ment of Health.
Service Connection
All water line service connections shall be made in
accordance with the pipe manufacturer's specifications, using
approved corporation stops. Provide a "gooseneck" bend in
the service line to allow for settlement or expansion and con-
traction. The service lines shall be typically 3/4 inch type K
copper. Corporation stops are to be RED HED model 438 & A.
Curb stops to be RED HED model 415 left open. Curb boxes to
be DAIGLE AQUA, ARCH PATTERN, ERIE 130X with extension service
box with stationary rods (rods to be 6'-7' long). Stops and
boxes of equal quality as approved by the South Burlington
Water Department may be substituted.
SEWER LINE
Gravity Sewer Line Construction
Each of the 5 proposed lots will be served by a municipal
gravity sewer line. The line is to be constructed in accordance
with sheets 1 through 4. The sewer line is to be 8 inch PVC,
SDR 35, ASTM 9-504 "ring-tite" sewer pipe (Johns -Manville or
equal) with bell and spigot push -on joints with rubber rings.
No stones are to be placed within 2 feet of the pipe, and
no stones larger than 8 inches should be placed in the backfill.
All backfilled materials must be compacted to at least 85% of
their proctor density and at 95% under all roads. All disturbed
areas are to be graded, seeded and mulched as required, in
accordance with the attached erosion control plan.
Normally, sewer line is to be bedded with 6 inches of com-
pacted clean sand surrounding pipe. If water is encountered in
the excavation, the trench is to be dewatered and the line is to
be bedded in 6 inches of 3/4 inch crushed stone.
Bartlett Woods
Page 4
The line is to be constructed in accordance with the
approved plans which detail slopes and manhole locations. All
manholes are to be installed in accordance with the attached
details. All manholes are to have at least one coat of asphalt
waterproofing coating.
Precautions must be taken to protect workers in deep
excavations.
Sewer Line Testing
An infiltration/exfiltration test shall be performed on
all the sewer lines prior to use (preferably prior to back -
filling). This test shall be performed on each section of the
line with a minimum positive head of 2 feet. If an air test is
used, it should be in accordance with ASTM C-828-76T. A water
test may also be used. The maximum allowable exfiltration rate
is 200 gal/day/in. diameter/mile or 30 gal/day/100 feet for the
8 inch line. Sewer line testing is to be performed in accordance
with the attached test specifications.
Low Flow Fixtures
Reduced wastewater flows will conserve water and minimize
municipal sewage treatment costs. Therefore, Marshfield Engin-
eering Services strongly recommends that low flow (water saving)
fixtures be used whenever possible. The low flow fixtures should
meet the following criteria:
a. showers - maximum flow 2.5 gal/min
b. lavatories & kitchen sinks - maximum flow 1.5 gal/min
C. toilets - 3.5 gal/flush
Construction Changes
Marshfield Engineering Services
be made in the design or construction
contacting the engineer.
DM:11
requests that no changes
of this system without
Donald arsh, P . -.
marshf field
engineering
services
DONALD MARSH P.E.
R.D. 1, BOX 95
MARSHFIELD, VERMONT 05658
802 426 3585
EROSION CONTROL PLAN
Bartlett Woods
South Burlington, Vermont
Existing Conditions
Page 5
The on -site soils are silty and moderately to poorly drained,
with 6 to 12 inches of topsoil. The topography is generally flat
with slopes for the proposed road of 1%. The existing vegetation
is grass, brush and some small trees.
Soil Disturbance
The major soil disturbance associated with this development
will be the construction of about 500 feet of road, 950 feet of
water line and 700 feet of sewer line. The water and sewer lines
will be constructed beneath the road for the most part. Only
approximately one acre will be disturbed for this project.
Erosion Potential
Although the soils are poorly drained, the relatively flat
site will minimize erosion problems.
Erosion Control
The goal of erosion control on the site will be no sediment
from the construction site. The primary method for controlling
erosion will be immediate seeding and mulching and the use of
standard hay bale dams at 75 foot intervals along all road ditches
(see detail). Dams will also be placed as shown on sheet 1,
adjacent to the stream.
All disturbed areas will be seeded and mulched, according
to the following specifications, within fourteen days of the
completion of any soil disturbance.
If the completion of soil disturbance occurs between April 15
and June 24, or between August 16 and November 1, permanent seed
will be planted and mulched as follows:
1. rough and finish grade the area
2. fertilize with 25 pounds per 1,000 sq. ft. of 10-10-10
3. lime with 100 pounds per 1,000 sq. ft.
Erosion Control Plan - Bartlett Woods
Page 6
4. incorporate fertilizer and lime into soil by rake
5. apply seed mix consisting of:
20 pounds per acre Kentucky bluegrass
20 pounds per acre creeping rye fescue
5 pounds per acre rye grass
6. mulch with 80 pounds per 1,000 sq. ft. of hay
7. anchor mulch by driving on it with light rubber -tired vehicle
If the completion of the soil disturbance occurs between June 25
and August 15, a temporary seed mix will be planted and mulched as
follows:
1. rough and finish grade the area
2. apply 0.6 pounds per 1,000 sq. ft. of rye grass
3. mulch with 100 pounds per 1,000 sq. ft. of hay
4. anchor mulch by driving on it with light rubber -tired vehicle
If the completion of the soil disturbance occurs between
November 2 and April 14, mulch will be applied as follows:
1. rough grade
2. mulch with 100 pounds per 1,000 sq. ft. of hay
3. anchor mulch by driving on it with light rubber -tired vehicle
If temporary seeding or mulching alone must be done, permanent
seeding will be done as described above as soon as weather conditions
allow.
Inspection and Maintenance
Seeding and mulching is to be inspected regularly, and following
each major rainstorm. If mulch is blown away, it will be replaced
and anchored immediately. If mulch continually blows away from
certain areas, it will be anchored by a light application of top-
soil, or in extreme cases by the use of commercial netting such as
jute, or some other mulch anchoring system.
Special Problems
The contractor must take special efforts to prevent erosion
during construction of the water line stream crossing. The steep
slopes must be topsoiled, seeded and mulched immediately after
construction. Jute netting is to be used as required to insure
mulch remains on the steep slopes. A silt or hay bale dam is to
be maintained below the culvert outlet to prevent str am siltajion.
0 Marsh, P.E.
DM:11
S. T. GRISWOLD & COMPANY, INC.
GRISWOLO INOUSTRIAL PARK, WILLISTON, VERMONT 05495
Adjust to grade with all
brick or concrete rings
0
PRECAST MANHOLE
24"
144
(802) 658-0201
FLAT COVER
FOR
SHALLOW MANHOLES
2'0" DIA.
OR AS REQD.
44-12" O.C.
BOTHWAYS
T-r
10 V2 ,
T
"0" RING RUBBER
GASKET DETAIL
BUTYL ROPE
DETAIL
1) Precast Manhole Sections built to
ASTM Spec. C478-72 with "0" ring
joint.
2) 4000 psi. concrete
3) Steel Reinforced to ASTM Specs.
51, .12 sq. in. per linear foot.
4) "0" Ring Rubber Gasket manufac-
tured to meet or exceed ASTM C-443
and ASTM C-361.
5) Cutouts for pipe entries or flexible
manhole sleeves as required.
6) Aluminum ladder rungs. 12" c.c. al-
ternates on request.
\ 7) Monolithic or separate bases.
04$" O.C. BOTHWAYS
S. T. GRISWOLD & COMPANY, INC.
GRISWOLO INDUSTRIAL PARK, WILLISTON. VERMONT 05,395
�.- CAST IRON FOR MANHOLES AND CATCH BASINS
MANUFACTURED BY NEENAH FOUNDRY
y
• ` r r _ V �.-....�..-sue .._--.�
_ -
1
-- .Y'
R1642 Frame and Cover or Grate
Total Weight 400 pounds
26V —�
23ri
26Vi —�
R1792F Reversible Frame and Cover or Grate Mi
- --
Total Weight 190 pounds
+
201�—
b 23"
29"
R1690A Frame and Cover or Grate
Total Weight 200 pounds
2 S44
�- _-- PAL -
A"
s.
R3589 Frame and Grate
Total Weight 475 pounds
(Also available in 4-flange)
n N _ 21 Vi
t l-, 20"
R1878 A4 Reversible Frame and Cover or Grate �— - - 22 26"
TotalWeight225 pounds
nnrl
i I
�O s
30" Grate
Leakage Vests: then tested, the leakage inward and outward of a gravity
sewer including manholes shall not exceed 200 gallons per inch of pipe per
day. Upon completion of construction, a sewer line shall be tested in accordance
with one of the followirg procedures:
(1) Water Vesting
a. Plug or cap all service laterals, stubs, and fittings. Place
Adequate bracing to withstand thrust forces.
b. A tapped plumber's plug should be inserted in the downstream
manhole inlet sewer. nie water supply connection is made at this
point, but never directly frcm a public water supply system or'hydrant
unless a backflow preventer is used.
c. A stand pipe is tightly connected at the upstream end of the
sewer. the height of the stand pipe shall be at least two feet
higher than any point in the sewer or two feet higher than the
highest known ground water table, whichever is higher. A manhole
may be used as a stand pipe.
d. Water is added at the downstream connection in order to avoid
trapping air bubbles or pockets. The line shall be fitted to the
elevation designated in the stand pipe.
e. Allow the line to stand with water for at least a two hx)ur stabili-
zation period or such shorter period as may be required to achieve
stabilized readings of water loss over three consecutive 15 minute
periods. this allows air to escape -and absorption to take place.
f. Fill the sewer line to the reference mark and continue the test
for at least one hour. Maintain the minimum head throughout the
test, adding any volume of water required and including that volume
in the leakage.
g. Convert the leakage to the units specified.
(2) Air Vesting
a. Procedures
1. Determine the test time for the section of line to be tested
using Table III or IV or the fornulas in Chart I.
2. Plug all openings in the test section.
3. Add air until the internal pressure of the line is raised to
..approximately 4.0 pounds/square inch (PSI) greater than the average
pressure of any ground water. After this pressure is reached,
allow the pressure to stabilize. The pressure will normally drop
as the air temprature stabilizes. This usually takes 2 to 5
minutes depending on the pipe size. The pressure may be reduced
to 3.5 psi before starting the test. .
4. Vien the pressure has stabilized and is at or abare the starting
test pressure of 3.5 psi above the pipe, start the test. If the
pressure drops mane than 1.0 psi during the test time, the line is
presumed to have failed the test. If a 1.0 psi drop does, rr)t occur
within the test time, the line has passed the test.
b. Test Time
1. Table III shows the required test time, T, in minutes/100
feet of pipe for each nominal pipe size. Test times are for a
1.0 psi pressure drop from 3.5 to 2.5 psi. Table III has been
established using the fornqulas contained in Chart I.
2. If the section of line to be tested includes more than one
pipe size, calculate the test time for -each size and add the test
tunes to arrive at the total test time for the section.
3. It is not necessary to hold the test for the whole period when
it is clearly evident that the rate of air loss is less than the
allowable.
TABLE III MINIMUM TEST TIME FOR VARIOUS PIPE SIB
Nann l Pipe Size
T__(Tine)
Nominal Pipe Size
T time)
in.
min/100 ft.
in.
min/100 ft.
3
0.2
21
3.0
4
0.3
24
3.6
6
0.7
27
4.2
8
1.2
30
4.8
10
1.5
33
5.4
12
1.8
36
6.0
15
2.1
39
6.6
1B
2.4
42
7.3
Q IART I
FURMULAS AND ALLOWABLE AIR LOSS STANUNd)S
Calculate the required test time at a given allowable air loss as follows:
D2L
T = K x Q
Calculate air loss with a timed pressure drop as follows:
D2L
Q= Kx T
Symbols:
D - nminal size, in.
K - 0.371 x 103 for inch -pound units
K - 0.534 x 106for S.I. units
L - length of line of one pipe size, ft.
Q - air lees, ft3/min., and
T . time for pressure to drop 1.0 psi, min.
An appropriate allowable air loss, Q, in cubic feet per minute, has been
established for each nominal pipe size. Based on field experience, the Q's
that have been selected will enable detection of any significant leak. 'Fable
IV lists the Q established for each pipe size.
TABLE IV ALLOWABLE AIR LOSS FOR VARIOUS PIPE SIZES
Nominal Pipe Size Q, ft3/min. Nmdnal Pipe Size Q, ft3/min.
in. in.
3
2
21
5.5
4
2
24
6
6
2
27
6.5
8
2
30
7
10
2.5
33
7.5
12
3
36
8
15
4
39
8.5
18
5
42
9
For further information regarding the Air 'Besting procedures, refer to
AM Standard C829-80.
DISINFECTION OF WATER MAINS
SECTION DIS
Section # Title
DIS.1
General
DIS.2
Flushing
DIS.3
Disinfecting
DIS.4
Final Flushing
DIS.5
Bacteriological Test
DIS.1 General. For all work involved, the Contractor shall furnish
all equipment, materials and labor required. The Contractor shall
furnish means for disposal of water used in disinfecting and flush-
ing water mains. All water shall be wasted in such a manner as to
eliminate the possibility of damage to roadways, adjacent property
and contamination of any water supply. All work performed shall be
in accordance with the latest AWWA Standards and the Vermont Public
Water System Regulations.
DIS.2 Flushing. The water main shall be flushed prior to disinfection,
except when the tablet method is used (see DIS.3). The flushing rate
shall be at least 2.5 fps for mains smaller than 20 inches in diameter.
The flushing velocity in pipes greater than 20 inches in diameter may
be at a lower rate, as approved. The following table lists the
required opening to flush pipelines to obtain a velocity of 2.5 fps
and is taken from AWWA Standard C601.
REQUIRED OPENINGS TO FLUSH PIPELINES#
(40 psi Residual Pressure)
Flow Re-
Hydrant
Outlet
Quired to
Nozzles
Produce
Pipe
2.5 fps
Orifice
Size
Velocity
Size
Size
In.
9pm
In.
Number
In.
3
6o
5/8
1
2-1/2
4
100
15/16
1
2-1/2
6
220
1-3/8
1
2-1/2
8
390
1-7/8
1
2-1/2
10
610
2-5/16
1
2-1/2
12
880
2-1Y16
1
2-1/2
14
1,200
3-1 4
2
2-1/2
16
1,565
3-5/8
2
2-1/2
18
1,980
4-3/16
2
2-1/2
*With 40 psi residual pressure, a 2-1/2 inch
hydrant outlet nozzle will discharge approx-
imately 1,000 gpm and a 4-1/2 inch hydrant
nozzle will discharge approximately 2,500 gpm.
DIS.3 Disinfecting. The disinfection of water mains shall be
accomplished in accordance with AWWA Standard for Disinfecting
Water Mains, C601. The following descriptions may be used as a
guide.
a. Disinfection of mains should be accomplished only by
workmen who have had experience with chlorine or other
disinfecting agents. Liquid chloring (gas at atmos-
pheric pressure), calcium hypochlorite granules and
tablets, and sodium hypochlorite solutions are the
most common disinfectants used. Chlorine gas and
water solutions are fed into the main being disin-
fected to a concentration of at least 50 parts per
million available chlorine. To insure that the
required concentration is maintained, chlorine residu-
als are obtained. This chlorinated water solution
should remain in the pipe for at least 24 hours, at
the end of which period the chlorine concentration
should be at least 25 parts per million. If this
is achieved, final flushing can be accomplished and
chlorine residuals checked to determine that the
heavily chlorinated water has been removed from the
pipeline.
MINIMUM CHLORINE REQUIRED TO PRODUCE 50 mg/l CONCENTRATION
IN 100 FT. OF PIPE - BY DIAMETER
100 percent
1 percent
Pump Size
Chlorine
Chlorine Solutions
In.--
— lb.
gal.
3
0.010
0.18
4
0.027
0.33
6
0.061
0.73
8
0.108
1.30
10
0.170
2.04
12
0.240
2.88
b. The Slug Method of Chlorination, which is used for
large diameter water mains, consists of moving a
column of highly concentrated chlorine water solu-
tion (at least 300 ppm) along the interior of the
pipe with a contact time of at least 3 hours with
the pipe wall. (See AWWA Standard C601, Section 7.2
for further information.)
C. The tablet method of disinfection is generally used
for short extensions in up to 2,500 ft. of 12 inch
and smaller diameter pipe. Because of the prelimi-
nary flushing step must be eliminated, this method
shall be used only when careful cleanliness has been
exercised when laying the pipe. It shall not be
used if trench water or foreign material has entered
the main or if the water temperature is below 400F.
The tablets shall be placed in each section of pipe,
hydrants, hydrant branches and other appurtenances in
accordance with the following table:
NUMBER OF HYPOCHLORITE TABLETS OF 5-G
REQUIRED FOR DOSE OF 50 Mg/1*
Length of
Section
Ft.
Diameter of Pipe
in.
2 4 6 8 10 12
13 or less
1
1
2
2
3
5
18
1
1
2
3
5
6
20
1
1
2
3
5
7
30
1
2
3
5
7
10
40
1
2
4
6
9
14
*Based on 2-1/2 g available chlorine per tablet.
All tablets shall be placed at the top of the main and
attached by an adhesive equal to Permatex No. 1 as manu-
factured by Permatex Co., Brookly, New York. The main
is then filled with water at a velocity of less than 1
fps and the water left in the pipe for at least 24 hours
before flushing. During this contact period, all valves
shall be operated so that the strong chlorine solution in
the line being treated shall not enter the line supplying
the water.
DIS.4 Final Flushing. After the applicable retention period, the
heavily chlorinated water shall be flushed from the main until the
chlorine concentration in the water leaving the main is e ual or
less than that of the prevailing system or less than 1 mgl.
DIS.5 Bacteriological Test. After final flushing and before the
water main is placed in service, a sample or samples shall be col-
lected from the end of the line and tested for bacteriological
quality and shall show an absence of coliform organizms. In the
case of extremely long mains, several samples shall be collected
along its length, as well as the end. The Contractor shall obtain
suitable sample containers, take samples under the direction of the
engineer, submit samples to the Vermont Department of Health or
other designated laboratory for analysis, and see that analysis
reports are sent to the engineer.
If the initial disinfection fails to produce satisfactory samples,
the disinfection process shall be repeated. (Note the tablet method
cannot be used in subsequent disinfections.)
All costs of disinfection, testing, additional flushing and
redisinfection shall be borne by the Contractor.
Section #
WSC.l
WSC . 2
WSC.3
WSC.4
WSC.5
WSC.6
WSC.7
WSC . 8
WATER SERVICE CONNECTIONS
SECTION WSC
Title
General
Copper Service Pipe
Corporation Cocks
Curb Stops and Curb Boxes
Frost Protection
Miscellaneous Fittings
Drilling, Boring or Jacking
Method of Installation
Service Connections
WSC.1 General. The Contractor shall furnish and install all water
pipe and appurtenances as herein specified and as indicated on the
drawings. All materials and workmanship shall be suitable for the
respective pipe material or service line being installed. Unless
otherwise specified, all service connections shall be 3/4 inch,
Type K copper.
WSC.2 Copper Service Pipe. All copper service pipe shall be Type K
seamless copper tubing conforming to ASTM specification #B-88-62.
Unless otherwise specified, all connections to the copper pipe shall
be by flared fittings.
WSC.3 Corporation Cocks. Corporation cocks for all water main
service pipe connections shall be of solid brass or bronze con-
struction suitable for compression type connections for copper
service pipe. The corporation cocks shall be Mueller Company Type
H-15008 or RED HID Mfg. Co., model 438 & A, or the approved equal.
WSC.4 Curb Stops and Curb Boxes. All curb stops for service pipe
connections shall be of solid brass or bronze material. The inlet
and outlet shall be as required to suit the types of pipe or tubing
connected. The curb stops shall not have a drain and shall be those
made by Mueller Company or RED HID Mfg. Co., model 415, or approved
equal.
Curb boxes including stationary rods, pins and miscellaneous appur-
tenances shall be provided for each service connection. They shall
be adjustable and shall be installed as indicated on the drawings.
Curb boxes shall be DAIGLE AQUA, Arch pattern, Erie box with extension
service box with stationary rods 6'-7' in length, those manufactured
by Mueller Company, or approved equal.
The Contractor shall furnish two (2) curb box keys or rods for
removal of the curb box cover and operating curb stop.
In the event the existing subsurface material surrounding the curb
stop is unsuitable, as determined by the engineer, to provide adequate
resistance to prevent a twisting of the connected fittings during nor-
mal operation, suitable blocking and/or granular backfill material will
be used and the connection tested for leakage after several turnings.
WSC.5 Frost Protection. The normal minimum depth of service pipe
shall be as indicated on the drawings. If, in the opinion of the
engineer, adequate frost protection is not provided by the minimum
depth, the Contractor shall lower the service pipe as directed for
adequate frost protection.
WSC.6 Miscellaneous Fittings. Miscellaneous fittings include
saddles, service clamps, adapters, or other fittings required to
provide an adequate service connection. Saddles or service clamps
shall be used on all distribution piping requiring such fittings
and shall have a minimum working pressure of 250 psi. A single or
double strap shall be used as manufactured by Mueller, RED HED
Manufacturing Company, or approved equal.
All adapters and miscellaneous fittings shall provide an adequate
seal at the working pressure of the water main and shall be for
commercial use.
WSC.7 Drilling, Boring or Jacking Service Connections. All
service connections, under State highways, or as indicated on
the plans, shall be drilled, bored or jacked with casing or
sleeves as required. Prior to making any connection, the Con-
tractor shall submit his method of performing such connections
for approval to the engineer.
WSC.8 Method of Installation. All service connection piping shall
be installed in a suitable manner and as recommended by the manu-
facturer. No defective pipe or fittings shall be laid or placed in
the trench, and any piece discovered to be defective after having
been laid shall be removed and replaced by a sound and satisfactory
piece.
All pipe and fittings shall be cleared of all debris and dirt before
being laid and shall be kept clean until accepted in the completed
work.
The trench walls shall be as indicated on the drawings, unless
otherwise noted. If the pipe is to be laid in a trench having a
rock bottom, a six inch sand bed shall be prepared before the pipe
is lowered into the trench. All backfill within six inches of the
pipe shall be compacted around the pipe and shall not contain any
stones or rocks which could damage the pipe.
All pipe must be handled with reasonable care so that it is not crimped
or damaged when placed in the trench.
Each service connection shall be pressure tested. The pressure shall
be gradually increased to 160 psi or as directed by the engineer and
checked for leakage at all joints and connections.
BURIED VALVES AND APPURTENANCES
SECTION BVA
Section # Title
BVA.1 General
BVA.2 Buried Gate Valves
BVA.3 Buried Butterfly Valves
BVA.4 Valve Boxes
BVA.5 Installation
BVA.6 Tie Rods and Clamps
BVA.7 Drawings and Data for Approval
BVA.1 General. The Contractor shall furnish and install all
valves and appurtenances as indicated on the drawings and as herein
specified.
BVA.2 Buried Gate Valves. Buried gate valves shall be 150 pound
unless the pipe in which the valve is placed has a higher class
rating), nonrising stem, iron body, bronze mounted, double disk,
parallel seated gate valves conforming to the AWWA Standard Speci-
fications for Gate Valves for Ordinary Water Works Service (C500)
insofar as applicable.
Valves shall, in addition, meet the following requirements:
1. Buried valves or others, where indicated on the drawings,
shall be inside screw, mechanical joint end valves with 2
inch by 2 inch operating nuts.
2. They shall have 0-ring stuffing boxes.
3. Operating nuts shall be turned counterclockwise to open,
unless those presently in service in the community open
clockwise.
4. Lead tipped gaskets and a sufficient quantity of other
accessories shall be furnished with the valves.
5. The design and machining of the valves shall be such as to
permit packing the valves without undue leakage while they
are wide open and in service.
6. Buried valves located within the site limits of treatment
facilities, pumping stations, or similar facilities, where
indicated, shall be provided with gate boxes, extension
rods to bring the operating nut to within 1 foot of finish
grade, and T-handle operating wrenches to permit the oper-
ation of all valves by operators of average height working
in normal positions.
Buried valves located on pipelines outside of the site
limits of treatment facilities, pumping stations or similar
facilities shall be provided with gate boxes, extension rods
to bring the operating nut to within 5 feet of finish grade,
and T-handle operating wrenches to permit the operation of
all valves by operators of average height, working in nor-
mal positions.
7. Two (2) operating wrenches of each size (as defined under
item 6 above) shall be supplied to the Owner.
BVA.3 Buried Butterfly Valves. Buried butterfly valves, where
specified, shall be of the rubber seated type. Valves shall meet
or exceed requirements of AWWA Specification C504 for Rubber -
Seated Butterfly Valves Class 150B. Valve ends shall be supplied
to match the joints of the pipe being connected.
Butterfly valves shall also meet the following requirements:
1. Valve body shall be high -strength cast iron or ductile
with 18-8 Type 304 Stainless Steel body seat.
2. Rubber seats shall be a full circle without shaft
penetrations.
3. Valve shaft shall have 304 stainless steel journals in
reinforced teflon bearings.
4. Packing shall be rubber, and designed for permanent
underground service.
5. The operator shall be the traveling nut type, sealed,
gasketed and lubricated for underground service. It
shall withstand an overload input torque of 450 foot
pounds.
6. Valves shall be operable by one man using a standard
valve key.
7. Valves shall be turned counterclockwise to open, unless
those presently in use in the community open clockwise.
8. Operating nuts shall be standard 2 inch AWWA type.
9. A test pressure of up to 300 psi shall be given to
the assembled valve, as directed.
10. A sufficient number of operating wrenches shall be
supplied to the Owner.
BVA.4 Valve Boxes. Unless otherwise specified or required, each
buried valve shall be provided with a valve box. Valve boxes shall
be cast iron and of the adjustable, sliding, heavy pattern type.
They shall be so designed and constructed as to prevent the direct
transmission of traffic loads to the pipe or valve.
The upper or sliding section of the box shall be provided with a
flange having sufficient bearing area to prevent undue settlement.
The lower section of the box shall be designed to enclose the
operating nut and stuffing box of the valve and rest on the backfill.
The boxes shall be adjustable through at least 6 inches vertically
without reduction of the lap between sections to less than 4 inches.
The inside diameter of boxes shall be at least 4-1/2 inches and the
lengths shall be as necessary for the depths of the valves with
which the boxes are to be used.
Covers shall be close fitting and substantially dirt tight. The
top of the cover shall be flush with the top of the box rim. The
word "Water" or "Sewer", as applicable, shall be cast in the top
of the cover.
Castings for valve boxes shall be strong, tough, even grained and
without defects.
BVA.5 Installation. All valves shall be carefully erected and
supported in their respective positions and free from all distor-
tion and strain. Care shall be taken to prevent damage or injury
to the valves or appurtenances during handling and installation.
Valve openings and seats shall be cleared at time of installation.
Valves, valve boxes and valve box covers shall be installed in
such a manner as to insure that the cover is parallel to the ground
surface and that the operating wrench will fit squarely on the
operating nut. Equipment which does not operate easily or is other-
wise defective shall be repaired or replaced at the Contractor's
expense.
BVA.6 Tie Rods and Clamps. The Contractor shall furnish and
install tie rods, clamps, couplings, and accessories to prevent
the movement of branch valves, as indicated on the drawings or
as directed.
BVA.7 Drawings and Data for Approval. As required by the SPECIAL
CONDITIONS and/or GENERAL SPECIFICATIONS, the Contractor shall sub-
mit for approval shop drawings, catalog data, descriptive matter
and manufacturer's specifications for the material. he proposes to
furnish. Such material shall be sufficiently detailed to enable
the engineer to determine whether the proposed equipment conforms
to 1) complete exploded view of the valve, 2) parts list with the
material from which the part is made noted, 3) operating and main-
tenance instructions.
DUCTILE -IRON PIPE AND FITTINGS
SECTION DIP
Section
Title
DIP.1
General
DIP.2
Push -on Pipe and Fittings
DIP.3
Mechanical Joint Pipe and Fittins
DIP.4
Flanged Pipe and Fittings
DIPS
Nonstandard Fittings and Wall Casings
DIP.6
Adapter
DIP.7
Flexible Connectors
DIP.8
Sleeve Type Couplings
DIP.9
Flanged Adapter Type Couplings
DIP.10
Bolts and Nuts
DIP.11
Tapped Connections in Ductile Iron Pipe
DIP.12
Lining and Coating
DIP.13
Inspection and Testing
DIP.14
Handling and Cutting Pipe
DIP.15
Laying Pipe and Fittings
DIP.16
Assembling Push -On Joint Ductile Iron Pipe
DIP.17
Assembling Mechanical Joint Ductile Iron
Pipe
DIP.18
Assembling Flanged Ductile Iron Pipe
DIP.19
Gaskets, Bolts and Nuts for Flanged Ductile
Iron Pipe
DIP.20
Deflectin of Pipe
DIP.21
Temporary Plugs
DIP.22
Assembling Sleeve Type Couplings
DIP.23
Setting Appurtenances
DIP.24
Connections to Existing Mains
DIP.25
Piping Supports
DIP.26
Field Testing
DIP.27
Painting
DIP.28
Disinfection
DIP.1 General. The Contractor shall furnish, lay, joint and
test all ductile iron pressure pipe and fittings (including
special castings) and appurtenance materials and equipment, all
as indicated on the drawings and as herein specified.
DIP.2 Push -On Pipe and Fittings. Push -on joint ductile iron
pipe shall be centrifugally cast iron pipe conforming to AWWA
Specification C151, Ductile Iron Pipe, Centrifugally Cast in
Metal or Sand Lined Molds, for Water and Other Liquids. Unless
otherwise noted on the drawings or in the SPECIAL CONDITIONS
section, push -on joint ductile iron pipe shall be Class 52 pipe.
Joints shall be the approved equal to the Tyton Joint, as
manufactured by U. S. Pipe and Foundry Co., or the Super Bell-
Tite Joint as manufactured by Clow, Cast Iron Pipe and Foundry
Division. Fittings shall conform in the dimension and type to
AWWA Specification C111. Two bronze wedges shall be provided
with each push -on type joint.
DIP.3 Mechanical Joint Pipe and Fittings. Mechanical joint
ductile iron pipe shall be centifugally cast iron pipe conforming
to AWWA Specification C151, Ductile Iron Pipe, Centrifugally Cast
in Metal Molds or Sand Lined Molds, for Water or Other Liquids.
Unless otherwise noted on the drawings or in the SPECIAL
CONDITIONS section, mechanical joint ductile iron pipe shall be
Class 52 pipe. Mechanical joint fittings shall be the short body
pattern type conforming to AWWA Specification C110, Cast Iron and
Ductile Iron Fittings 2" through 48", for Water and Other
Liquids. Unless otherwise noted, fittings shall be gray cast
iron or ductile iron, rated at 250 psi.
Mechanical joint pipe and fittings shall be provided with
sufficient quantities of accessories conforming to AWWA
Specification C110. Gaskets shall conform to AWWA Specification
C111, be of a composition suitable for exposure to water, and
shall have lead tips.
DIP.4 Flanged Pipe and Fittings. Flanged ductile iron pipe
barrels shall conform to AWWA Specification C151, Ductile Iron
Pipe, Centrifugally Cast in Metal Molds or Sand Lined Molds, for
Water or Other Liquids. Flanges and flanged fittings shall
conform to AWWA Specification C110, Gray Iron and Ductile Iron
Fittings, 2" through 48" for Waer and Other Liquids. Unless
otherwise noted on the drawings, or in the SPECIAL CONDITIOS
section, flanged ductile iron pipe shall be Class 53 pipe.
Unless otherwise noted on the drawings or in the SPECIAL
CONDITONS section, fittings shall be assumed to be gray cast iron
or ductile iron rated at 250 psi.
Any flanges and flanged fittings not conforming to AWWA
Specification C110 shall be drilled and/or tapped as necessary to
ensure correct alignment and assembly.
DIPS Nonstandard Fittings and Wall Castings. Fittings having
nonstandard dimensins and cast especially for this project shall
be of approved design. They shall have the same diameter and
thickness as standard fittings, bu*theirlaying lengths and types
of ends shall be determined by their positions in the pipelines
and by the particular piping to which they connect.
Wall castings shall be of the sizes and types indicated on the
drawings. Flanges, facing and drilling shall conform to the AWA
Specification C150 psi rating (125 pound American Standard),
except that where required, as where a flange is substantially
flush with the face of a masonry wall, flanges shall be drilled
and taped for studs. Other dimensins shall be substantially
equal to corresponding parts of standard fittings. Where so
indicated, a central fin not less than one-half inch thick of the
same diameter as a flange shall be cast midway of the length to
form a waterstop.
DIP.6 Adapters. Where it is necessary to join pipes of
different types, the Contractor shall furnish and install the
necessary adapters unless solid sleeves are indicated on the
drawings or approved. Adapters shall have ends, conforming to
specifications herein for the appropriate type of joint, to
receive the adjoining pipe. Adapters joining two classes of pipe
may be of the lighter class provided that the annular space in
bell and spigot type joints will be sufficient for proper
jointing.
DIP.7 Flexible Connections. Where flexible connections in the
piping are specified or indicated on the drawings, they shall be
obtained by the use of sleeve type couplings or flanged adapter
type couplings. Such couplings, pipe and/or fittings shall be as
herein specified.
To ensure correct fitting of pipe and couplings, all flexible
connctions and accessories shall be furnished by the supplier of
the pipe.
DIP.8 Sleeve Type Couplings. Sleeve type couplings shall be
equal to Style 38 steel couplings for plain end ductile iron pipe
made by Dresser Manufacturing Division, Bradford, Pennsylvania,
the equivalent model as manufactured by Smith -Blair or an
approved equal. The couplings shall be furnished with pipe stop
removed. Couplings shall be approved with plain, Grade 27,
rubber gaskets and with black, steel, track head bolts with nuts.
When buried in the ground, use Style 53 cast iron coupling by the
above mentined manufacturer, or its equivalent, or an approved
equal. Bolts and nuts shall be thoroughly coated with an
approved bituminous paint.
DIP.9 Flanged Adapter Type Couplings. Flanged adapter type
couplings shall be equal to Style 127 flanged adapters for plain
end ductile iron pipe manufactured by Dresser Manufacturing
Division, Bradford, Pennsylvania, the equivalent model as
manufactured by Smith -Blair, or an approved equal, complee with
bolts and follower gasket.
DIP.10 Bolts and Nuts. Bolts and nuts shall be Grade B
conforming to the ASTM Standard Specification for Low Carbon
Steel Externally and Internally Threaded Standard Fasteners,
Designation A307.
DIP.11 Tapped
connections in
bosses shall not
Connections
the barrell
exceed the
Nominal Size of Pipe
Inches
3
4
6
8
10
12
14 and larger
in Ductile Iron
of Class 52 ductile
following sizes:
Pipe. Tapped
iron pipe without
Maximum Nominal
Size of AWWA C800 (Mueller) Tap Inches
1/2
5/8
3/4
1
1-1/4
1-1/2
2
Based on three full threads in tap. For other classes, see AWWA
Specification C151.
Where the size of the connection exceeds that given above for the
pipe in question, a boss shall be provided on the pipe barrel,
the tap shall be made in the flat part of the intersetion of the
run and branch of a tee or cross, or the connection shall. be made
by means of a tapped tee, branch fitting and tapped plug or
reducing flange, or tapping valve, all as indicated or approved.
All drilling and tapping of ductile iron pipe shall be done
normal to the longitudinal axis of the pipe; fittings shall be
drilled and tapped similarly, as appropriate. Drilling and
tapping shall be done oly by skilled mechanics. Tools shall be
adapted to the work and in good condition so as to produce good,
clean-cut threads of the correct size, pitch and taper.
DIP.12 Lining and Coating. The inside of all ductile iron pipe
and fittings shall be given a double thickness cement lining and
bituminous seal coat in accordance with AWWA Specifications C104
and C151 respectively.
The outside of all ductile iron pipe and fittings shall be coated
with a bituminous coating of either coal tar or asphalt base in
accordance with AWWA Specification C151, except within buildings
where it shall be given one coat of rust inhibitive primer which
shall be compatible with field coats.
Machined surfaces shall be cleaned and coated with a suitable
rust preventive coating at the shop immediately after being
machined.
DIP.13 Inspection and Testing. All ductile iron pipe and
fittings shall be inspected and tested at the foundry as required
by the standad specifications to which the material is
manufactured. The Contractor shall furnish in duplicate to the
Engineer sworn certificates of such tests.
In addition, the Owner reserves the right to have any or all ipe,
fittings, and special castings inspected or tested, or both, by
an independent inspection service at either the manufacturer's
plant or elsewhere. Such inspection and/or tests shall be at the
Owner's expense.
Pipes and fittings shall be subjected to a careful inspection and
a hammer test just before being laid or installed.
DIP.14 Handling and Cutting Pipe. The Contractor's attention is
directed to the fact that the cement pipelining is relatively
brittle. Every care shall be taken in handling and laying pipe
and fittings to avoid damaging the pipe or lining, scratching or
marring machined surfaces, and abrasion of the pipe coating
orlining.
Any fitting showing a crack and any fitting or pipe which has
received a severe blow that may have caused an incipient
fracture, even though no such fracture can be seen, shall be
marked as rejected and removed at once from the work.
In any pipe showing a distinct crack and in which it is believed
there is no incipient fracture beyond the limits of the visible
crack, the cracked portion, if so approved, may be cut off by and
at the expense of the Contractor before the pipe islaid so that
the pipe used is perfectly sound. The cut shall be made in the
sound barrel at a point at least 12 inches from the visible
limits of the crack.
Unless otherwise approved, all cutting of ductile iron pipe shall
be done with an approved power operated cutter. Hammer and
chisel shall not be used to cut pipe. All ends shall be examined
for possible cracks caused by cutting.
DIP.15 Laying Pipe and Fittings. Before any length of pipe is
lowered into the trench, it shall be inspected for damage and the
inside of the pipe shall be cleaned of any loose dirt and foreign
objects. No defective pipe or fittings shall be laid or placed
in the piping, and any piece discovered to be defective after
having been laid shall be removed and replaced by a sound and
satisfactory piece.
Each pipe and fitting shall be carefully cleared of all debris,
dirt, etc. before being laid and shall be kept clean until
accepted in the complete work.
Pipe and fittings shall be laid accurately to the lines, grades
and location indicated on the drawings or as required. Care
shall be taken to ensure a good alignment both horizontally and
vertically, and, in the case of buried lines, to give the pipe a
firm bearing along its entire length.
When mechanical joint pipe or similar pipe is laid, the bell of
the pipe shall be cleaned of excess tar or other debris and wiped
out before the cleaned and prepared end of the next pipe is
inserted into it. The new pipe shall be set and held firmly in
place until properly seated and held securely until the joint has
been completed.
Casting to be encased in masonry shall be accurately set with the
bolt holes, if any, carefully aligned.
Buried pipe shall be firmly bedded in an envelope of select
material as indicated on the drawings. The bedding material
shall be thoroughly compacted under the pipe to obtain a
substantially unyielding bed. After each pipe has been properly
bedded, enough select material shall be placed between the pipe
and the sides of the trench and thoroughly compacted to hold the
pipe in correct alignment. Holes provided for jointing shall be
filled and compacted and then select material shall be placed and
compacted to complete the envelope and bedding as indicated on
the drawings. Backfill as specified in Section FEB "Earth
Excavation and Backfill/Fill."
The Contractor shall take all necessary precautins to prevent
flotation of the pipe in the trench.
DIP.16 Assembling Push -On Joint Ductile -Iron Pipe. Before any
section of pipe is joined with another, it shall be inspected for
damage and the inside of the pipe shall be wiped clean and clear
of any debris. Surfaces against which the gaskets will come in
contact shall be thoroughly wire brushed and washed with clean
water, care being taken that no sand or grit be allowed to remain
on these surfaces. The gasket shall then be cleaned and inserted
in the groove provided in the bell of the previously laid pipe,
making sure the gasket is inserted in the proper manner and
securely seated. The gasket and the plain pipe end shall be
lubricated with an approved lubricant in accordance with the pipe
manufacturer's literature. The ends of cut pipe should be
checked before assembly to ensure that they have been chamfered
to facilitate assembly and preent tearing of the gasket. The
plain end of the pipe shall then be aligned and inserted into the
gasket, and pushed through the gasket until seated in the bell.
If the joint cannot be assembled with a reasonable amount of
force, the plain end shall be removed from the bell and the
gasket shall be checked for proper positioning before assembly.
If an effective seal is not obtained at the joint, the joint
shall be disassembled, cleaned, and reassembled, utilizing a new
gasket.
Two bronze wedges shall be inserted at each joint at opposite
sides of the pipe diameter for pipes up to 4 inches in diameter.
For larger pipe sizes, four wedges shall be used, inserted as
above, in pairs.
DIP.17 Assembling Mechanical Joint Ductile Iron Pipe. Before
any asection of pipe is joined with another, it shall be
inspected for damage and the inside of the pipe shall be wiped
clean. Any excess coating in the bell section shall be removed
to prevent an improper fit.
The plain end, bell socket, and gasket shall be wiped clean, and
washed with a soap solution to improve seating of the gasket and
provide lubrication. The gland shall be placed on the plain end
with the lip extension toward the plain end of the pipe followed
by the gasket with the narrow edge toward the plain end of the
pipe.
The plain end of the pipe shall then be centered and pushed into
the bell socket and the gasket pressed firmly and evenly around
the socket. The gland shall be pushed up to the bell and
centered with the gland bolts being inserted and evenly tightened
until "fingertight."
The tightening of the bolts shall be completed with diametrically
opposite bolts being tightened in sequence so as to keep the
gland square with the socket and produce even bolt stresses.
The correct range of torque to be obtained is shown below,
preferably by means of a torque wrench:
Bolt Size Range of Torque
Inches Ft. Lbs.
5/8 45-60
3/4 75-90
1 85-100
If an effective seal is not obtained at the joint at the maximum
torque indicated above, the joint shall be disassembled,
thoroughly cleaned and reassembled. Bolts shall not be
overtorqued to tighten leaking joints.
DIP.18 Assembling Flanged Ductile Iron Pipe. Flanged ductile
iron pipe and fittings shall be assembled in accordance with the
manufacturer's literature.
DIP.19 Gaskets, Bolts and Nuts for Flanged Ductile Iron Pipe.
Ductile iron pipe joint gaskets shall be ring type gaskets of
cloth inserted rubber. Gaskets 12 inches in diameter or smaller
shall be 1/16 inch thick; larger than 12 inches in diameter 3/32
inch thick. As an alternate, all gaskets will be ring gaskets of
three-ply rubber with cloth insertion and 1/8 inch thick.
Flanged joints shall be made with bolts, bolt studs with a nut on
each end, or studs with nuts, threaded into a tapped flange. The
type, size and number of bolts shall conform to AWWA
Specification C110.
DIP.20 Deflection of Pipe. In laying ductile iron pipe, the
following deflections, based upon an 18 foot length of pipe,
shall not be exceeded:
Deflection - Inches
Nominal Size of Mechanical Gasket Type
Pipe - Inches Joint Joint
2 - 19
3 31 19
4 31 19
6 27 19
8 20 19
10 20 19
12 20 19
14 13.5 11
16 13.5 11
18 11 11
20 11 11
24 9 11
30 9 7.5
36 8 7.5
42 7.5 7.5
48 7.5 7.5
54 5.5 5.5
60 - -
Deflections should be made after the joint is made. For
mechanical joint pipe, the bolts would be partially tightened
before the length of pipe is deflected.
DIP.21 Temporary Plugs. At all times when pipe laying is not
actually in progress, the open ends of pipe shall be closed by
temporary watertight plugs or by other approved means. If water
is in the trench when work is resumed, the plug shall not be
removed until all danger of water enterin the pipe is eliminated.
In the event that pipe is installed by transporting the
underwater section as a unit through the water, the ends of the
pipe shall be closed with suitable temporary plugs.
DIP.22 Assembling Sleeve -Type Couplings. Prior to the
installation of sleeve -type couplings, the pipe ends shall be
cleaned thoroughly for a distance of eight inches. Soapy water
may be used as a gasket lubricant. A follower and gasket in that
order shall be slipped over each pipe to a distance of about six
inches from the end, and the middle ring shall be placed on the
previously laid pipe until it reaches the pipe stop or is
properly centered over the joint.
The other pipe end shall be inserted into the middle ring and
brought to proper position against the pipe stop or in relation
to the pipe already laid. The gaskets and followers shall then
be pressed evenly and firmly into the middle ring flares. After
the bolts have been inserted and al nuts have been made up
fingertight, diametrically opposite nuts shall be progressively
and uniformly tightened all around the joint, preferably by use
of a torque wrench of the appropriate size and torque for the
bolts.
DIP.23 Setting Appurtenances. All valves, fittings, and
appurtenances needed upon the pipelines shall be set and jointed
by the Contractor as indicated on the drawings.
DIP.24 Connections to Existing Mains. Connections to existing
mains are specified elsewhere under the appropriate section.
ID P.25 Pining Supports. The Contractor shall furnish and
install all supports necessary to hold the piping and
appurtenances in a firm, substantial manner at the lines and
grades indicated on the drawings or specified.
Pipe within buildings shall be adequaely supported from floors,
walls, ceilings, or beams. Supports from the floor shall be by
approved saddle stands or suitable concrete or brick piers as
indicated or approved. Pipe saddles shall be shaped to fit the
pipe with which they will be used and shall be capable of screw
adjustment. Brick and concrete piers shall conform accurately to
the bottom one-third to one-half of the pipe. Piping along walls
shall be supported by approved wall brackets with attached rolls
or saddles or by wall brackets with adjustable hanger rods. For
piping supported from the ceiling, approved rod hangers of a type
capable of screw adjustment after erection of the piping and with
suitable ajdustable concrete inserts or beam clamps shall be
used. Supports shall be located so that at least one support is
provided per full pipe length, preferably placed behind the bell,
or as directed by the Engineer or shown on the drawings.
Where required, bends, tees and other fittings in ductile iron
pipelines buried in the ground shall be restrained to resist
thrust with Class B concrete placed in an approved manner against
undisturbed earth where firm support can be obtained. If the
soil does not provide firm support, then suitable bridle rods,
clamps and accessories to brace the fitting properly shall be
provided. Such bridle rods, etc. shall be coated thoroughly and
heavily with an approved bituminous paint after assembly or, if
necessary, before assembly.
DIP.26 Field Testing. Testing shall be performed as specified
in Section M, "Leakage Tests."
DIP.27 Painting. The shop coats to be given pipe and fittings
are hereinbefore specified under "Lining and Coating." Exposed
pipe is to be painted as specified in Section PNT, "Painting."
DIP.28 Disinfection. Disinfection of ductile iron water mains
shall be as specified in Section DIS, "Disinfection of Water
Mains."
Section
CES.1
CES .2
CES. 3
CES.1 General.
existing mains
specified.
CONNECTIONS TO EXISTING MAINS
SECTION CES
Title
General
Interference
Normal Joint Connections
The Contractor shall make all connections to the
as indicated on the drawings and as herein
The Contractor shall furnish all pipe, fittings, valves, tapping
machines and appurtenances. The Contractor shall do all
excavation and backfill as required.
Existing pipeline damaged by the Contractor shall be replaced by
him at his own expense in a manner approved by the Engineer.
CES.2 Interference. The Contractor shall submit a program for
the construction and putting into service of the new works
subject to the approval of the Engineer. A copy shall be
furnished to the responsile representative of the existing water
system. All work involving cutting into and connecting to the
existing work shall be planned so as to interfere with operation
of the existing facilities for the shortest possible time and
when the demands on the system best permit such interference even
to the extent of working outside of normal working hours to meet
these requirements.
The Contractor shall have all possible preparatory work done and
shall provide all labor, tools, material, and equipment required
to do the work in one continuous operation. Disinfection of
affected mains shall be done as part of this operation in
accordance with procedures specified elsewhere.
The Contractor shall have no claim for additional compensation,
by reason of delay or inconvenience, for adapting his operations
to the needs of the public water supply.
CES.3 Normal Joint Connections. The Contractor shall make joint
connections similar to those on the existing pipe or adaptable to
such pipe unless specifically otherwise shown on the drawings or
directed. These joints shall be made as specified under the
appropriate headings.
UNDERGROUND WARNING TAPES
SECTION UWT
Section Title
UWT.1 General
UWT.2 Materials
UWT.3 Installation
UWT.1 General. The Contractor shall furnish all labor,
materials, tools and equipment and shall install. the underground
warning tape as indicated on the drawings and as herein specified.
UWT.2 Materials. Standad warning tape shall be an inert plastic
film highly resistant to alkalis, acids, or other destructive
chemical components likely to be encountered in soils.
Detectable warning tape shall be an inert, bonded layer of
plastic with a metallized foil core and have the same properties
as described above.
The tape shall be of the width indicated on the drawings,
brightly colored to contrast with soil, and shall bear an imprint
identifying the type of line buried below.
The tape shall be as manufactured by Griffolyn Company, Inc.,
P. 0. Box 33248, Houston, Texas; Lineguard Manufacturer, P. 0.
Box 426, Wheato, Illinois; or an approved equal.
UWT.3 Installation. The Contractor shall place the warning tape
in the trench at the depth indicated on the drawings. It shall
be installed directly above and parallel to the buried utility
line with the printed side up.
PAVEMENT AND PAVEMENT REPLACEMENT
Section #
PAV.1
PAV.2
PAV.3
PAV.4
PAV .5
PAV.6
PAV .7
PAV.8
PAV.9
PAV.10
PAV.11
PAV.12
PAV.13
SECTION PAV
Title
General
Replacing State Highway Pavements
Preparation for Surfacing - State
Highways
Preparation for Surfacing - Other
Highways
Bituminous Concrete Pavement
Portland Cement Concrete Pavement
Blade Mix
Double Tack Coat
Maintenance of Pavement
Gutters and Curbs
Gravel Surfaces
Temporary Pavement
and State Aid
Than State
Time for Placing Permanent Pavement
PAV.1 General. The Contractor shall do all work and shall furnish
all labor, materials and equipment necessary to replace all pavement
removed or damaged by his operations.
Where operations of the Contractor have resulted in removal or damage
to pavement, pavement foundation, or appurtenances, the affected
portions thereof shall be removed to the extent ordered by the engin-
eer and replaced so that the whole roadway will have a true and uniform
surface and will conform to the proper grade and cross section. All
pavement to be removed shall be cut neatly with as little damage as
possible to adjoining pavement. Bituminous concrete surface and
concrete pavement shall be broken out with a pavement breaker to a
distance of twelve inches outside the limits of the actual trench
excavation. Where possible, reinforcing steel in concrete pavement
shall be cut and bent back to allow trench excavation. All Portland
Cement concrete pavement, combination bituminious concrete pavement
over Portland Cement concrete pavement, and bituminous concrete pave-
ment 3 finches thick or less shall be replaced in kind to a thickness
equal to the existing pavement. Bituminous concrete pavement greater
than 32 inches thick shall be replaced with 2 inch thick base and 12
inch thick surface courses of bituminous concrete pavement.
All work in State Highways shall conform to the applicable sections of
the latest State of Vermont Department of Highways, Standard Specifi-
cations for Highway and Bridge Construction.
PAV. 2 Replacing State Highway Pavements. Nothing contained herein
shall relieve the Contractor from carrying out all orders given by
State Highway officials in connection with the replacement of pave-
ment which is part of the State Highway System or State Aid Roads.
Prior to doing any work which will affect a State Highway, a permit
shall be obtained from the State of Vermont Department of Highways.
PAV.3 Preparation for Surfacing - State and State Aid Highways.
All trench backfill material shall be thoroughly compacted with
mechanical tampers as described in the Vermont Highway Specifications
under Item 601.10. All loose or damaged material in the existing
paving shall be removed, and the existing surface course trimmed
back, as directed by the engineer, so as to ensure a satisfactory
bond between it and the new surfacing.
PAV.4 Preparation for Surfacing - Other than State Highways. The
trench shall be backfilled as stated in Section EEB of these
specifications and a gravel base course having a thickness of not
less than 12 inches after compaction shall be placed before re-
surfacing. The base course shall be placed in layers of not over
6 inches and shall be thoroughly compacted. The base course shall
be constructed of materials approved by the engineer. All loose
or damaged material in the existing pavement shall be removed and
the existing surface course trimmed back, as directed by the
engineer.
PAV.5 Bituminous Concrete Pavement. The Contractor shall prepare
the trench area and base course for repaving as previously specified.
The new surface shall be bituminous concrete pavement meeting Vermont
State Highway Department Specifications for Item 406, Bituminous
Concrete Pavement. The thickness shall be equal to the existing
pavement or as directed by the engineer.
PAV.6 Portland Cement Concrete Pavement. Pavements which originally
are constructed with Portland Cement Concrete shall be replaced with
Portland Cement Concrete. Prior to placing the pavement, the trench
or disturbed area shall be prepared as previously specified and
compacted to the satisfaction of the engineer. No pavement shall
be placed over trenches until approved by the engineer.
The pavement shall be poured to the depth of the existing pavement
but not less than 6 inches. The concrete used for concrete pave-
ments shall be a Class B mix as specified under Section CAR of
these specifications.
Existing steel reinforcing bars shall be bent back in place, spliced,
and new cross reinforcing steel tied to the existing bars. Addi-
tional reinforcement shall be provided as directed by the engineer.
Where necessary and/or as directed, new reinforcing shall be doweled
into the original pavement in drilled holes not less than 18 inches
deep and grouted with an approved non -shrink grout. The main rein-
forcement perpendicular to the line of excavation shall be not less
than #4 bars at 8 inches on center.
If the existing Portland Cement Concrete pavement has a bituminous
surface course, then such bituminous surface course shall be replaced
in accordance with the applicable sections previously specified.
PAV.7 Blade Mix. The Contractor shall preapre the trench area and
base course as previously specified. The new surface shall consist
of two applications of approved bituminous material applied on the
prepared sub -base, followed by a blade mix seal of pea stone and
stone grits. The blade mix surface shall conform in materials and
construction to the Vermont State Highway Department Specifications
for Item 404, Type V.
PAV.8 Double Tack Coat. The Contractor shall prepare the trench
area and base course as previously specified. The new pavement
shall consist of two applications of approved bituminous material
applied on the prepared sub -base, followed with a seal coat of
pea stone, bituminous material, sanding and satisfactory rolling.
The new surface shall be constructed in the manner approved by
the engineer. The double tack coat surface shall conform in
materials and construction to the Vermont State Highway Department
Specifications for Item 404, Type I, with cutback asphalt.
PAV.9 Maintenance of Pavement. The Contractor shall maintain pave-
ment placed under this contract until the expiration of the guarantee
period and shall promptly fill with similar material all depressions
and holes that may occur so as to keep the pavement in a safe and
satisfactory condition for traffic.
PAV.10 Gutters and Curbs. All gutters and curbs which have been
damaged by the Contractor's operations shall be restored to a con-
dition at least equal to that in which they were found immediately
prior to the beginning of operations. Suitable materials and
methods shall be used for such restoration and shall be subject to
approval by the engineer.
PAV.11 Gravel Surfaces. Gravel surfaces disturbed by the Con-
tractor's operations shall be restored to a condition at least
equal to that which existed before his operations began. Care
shall be taken to ensure compaction of materials so that sub-
sequent settlement does not result.
PAV.12 Temporary Pavement. The Contractor shall place temporary
pavement in areas specifically designated by the engineer. The
temporary pavement shall be approved bituminous concrete pavement
one inch minimum thickness and shall be placed as soon as practical
after the trenches have been backfilled.
The Contractor shall maintain in satisfactory condition the tem-
porary pavement placed under this contract until the permanent
pavement is constructed and shall repair any damaged or deterior-
ated sections promptly as directed by the engineer. All temporary
pavement shall be removed and disposed of prior to placing permanent
pavement.
Temporary paving will not necessarily be designated for all paved
areas which are disturbed by the Contractor's operations. Areas
not specifically designated for temporary paving shall be main-
tained in satisfactory conditions as specified at the Contractor's
expense.
PAV.13 Time for Placing Permanent Pavement. Permanent pavement
shall not be constructed until after the trenches have set a minimum
of thirty (30) days. If it is not possible for the Contractor to
schedule his operations so that this may be accomplished prior to
the completion date, as stated in the contract, an extension of
time will be granted to complete this work.
REMOVING WATER
SECTION RW
Section
RW.1
RW.2
Title
General
Trench Drainage
RW.1 General. The Contractor shall remove all water in
excavations and shall furnish all materials and equipment and
shall do all incidental work and all earth excavation required
for proper installation of drainage devices used.
The Contractor may choose any method he wishes for removing
groundwater or surface water encountered in the work and shall
assume all responsibility for the adequacy of the methods and of
the materials and equipment employed.
No construction shall be undertaken until, in the opinion of the
Engineer, adequate drainage for the work at hand is assured.
RW.2 Trench Drainage. The Contractor shall at all times during
construction provide ample means and devices with which to remove
promptly and dispose of properly all water entering excavations
and shall keep said excavations acceptably dry until the
structures to be built thereon are completed. All water pumped
or drained from the work shall be disposed of in a suitable
manner without damage to sewer, pavements, pipes, electrical
conduits, or any other work or property.
No pipe shall be laid in water, and no water shall be allowed to
rise above the bottom of any pipe while it is being jointed,
except as otherwise permitted in writing. No masonry shall be
placed in water, and no water shall be allowed to rise over
masonry until the concrete or mortar has attained its initia set,
nor shall water be allowed to run over completed masonry for four
days. In no event shall water be allowed to rise so as to set up
unequal pressures in the structures until the concrete or mortar
has set at least 24 hours, and also until any danger of flotation
has been removed.
Where pipe underdrains are used, the Contractor shall furnish and
install the pipe and screened gravel graded from coarse to fine,
and shall furnish, install, and operate sumps, pumps, and other
equipment to lower the water level and maintain it so
continuously. Pipe underdrains constructed from any type of
structurally sound pipe material as approved by the Engineer may
be temporarily used in the work for handling water. Pipe
underdrains shall have no permanent outlet and shall be sealed or
removed as directed by the Engineer at the completion of the
work. Wherever adequate, underdrains of screened graded gravel
without pipe may be used.
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State of Vermont
STATE OF VERMONT
AGENCY OF ENVIRONMENTAL CONSERVATION
CERTIFICATION OF COMPLIANCE
RE: 4CO512-5 Certified to Comply with
Homestead Design Environmental Protection Rules:
12 Pearl Street Chapter 4 - Public Buildings
Essex Junction, Vermont 05452 Chapter 9 - Plumbing
This project consisting of interior plumbing and ventilation for
Building "D" of the Winding Brook Condominiums located off
Kennedy Drive in the City of South Burlington, Vermont
is hereby certified under the requirements of the regulations
named above, subject to the following conditions:
(1) The project must be completed as shown on the.plans P-1, P-2,
P-3, and P-4 each dated 11-1-84 prepared by Homestead Design,
Inc. and which have been stamped APPROVED by the Division of
Protection. No alteration of these plans shall be allowed except
where written application has been made to the Agency of
Environmental Conservation and approval obtained.
(2) The Master Plumber responsible for the interior plumbing
shall indicate in writing, prior to occupancy, that the work
has been done in accordance with the approved plans and the
Environmental Protection Rules, Effective September 10,
1982.
(3) The applicant is reminded that all plumbing material and
workmanship must meet the standards of the Environmental
Protection Rules, Chapter 9, Plumbing; the National Plumbing
Code; and the requirements of the Vermont Fire Prevention
Section of the Department of Labor and Industry.
(4) A copy of the approved plans and the Land Use Permit shall
remain on the project during all phases of construction and,
upon request, shall be made available for inspection by
State or Local personnel.
Dated this 12th day of fiarch . 1985, in the village of Essex
Junction, Vermont.
FOR THE DIVISION OF PROTECTION
Ernest P. Christianson
Regional Engineer
cc: Donald Robisky
Katherine Vose
City of South Burlington
Department of Health
Department of Labor and Industries
PUBLIC HEARING
SOUTH BURLINGTON PLANNING COMMISSION
The South Burlington Planning Commission will hold a public hearing at the
South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington,
Vermont on Tuesday, April 12 1983, at 7:30 P.M. to consider the
following:
1) Preliminary Plat application b Homestead Design, Inc., for a 6-lot subdivision
on Bartletts Bay Road. Property is bounded on the north by Irish and Farrell, on
the northeast by the South Burlington sewage treatment plant, on the south by
Bartletts Bay Road, and on the west by Butterfield, Shearer, Campbell, Flanders,
Bruhn, Irish, and Mackay.
2) Revised Final Plat application by New England Equities for revised layout of
the multi -family portion of the Bartlett Property development including a swimming
pool. Property is bounded on the north by South Burlington Recreation Area and
on the east, south, and west by other portions of the Bartlett Property development.
3) Preliminary Plat application by John Belter for a 7-lot industrial subdivision
at Ethan Allen Farm. Property is bounded on the south by the airport and by
National Guard Avenue, on the west by Shamrock Road, on the north by Ashline,
Unsworth, and the Winooski River, internally by Berard, and on the east by numerous
residents of Country Club Estates.
4) Final Plat Application by O'Brien Brothers A enc.40 Tnr• for a 36 knit
residential development entitled College Woods on Patrrhen Road west of T-89
Property is bounded on the north by the_Wi nmaki River _a]d- Rene Rprarrl _ on the ---
east by I-89, on the south by Patcl2en JRoad, and on the west by RcmPn nP�a is
Copies of the applications are available for public inspection at the
South Burlington City Hall.
Sidney B. Poger
Chairman,
South Burlington
Planning Commission
March 26, 1983
CITY OF SOUTH BURLING`ION
Subdivision Application - FINAL PLAT
1) Name of Applicant
2) Name of Subdivision
3)
4)
Indicate any changes to name, address, or phone number of owner of record,
applicant, contact person, engineer, surveyor, attorney or plat designer
since preliminary plat application:
Indicate any changes to the subdivision, such as number of lots or units,
property lines, applicant's legal interest in the property, or developmental
timetable, since preliminary plat application: �7
5) Submit four copies of a final set of plans consisting of a final plat plus
engineering drawings and containing all information required under section
202.1 of the subdivision regulations for a minor subdivision and under section
204.1(a) for a major subdivision.
6) Submit two draft copies of all legal documents required under section 202.1
(11) and (12) of the subdivision regulations for a minor subdivision and
under section 204.1(b) for a major subdivision.
F / qn& AM / AVY I ME
I W-1 ,
5" -
(Signature) applicant or contact person Date
MEMORANDUM
To: South Burlington Planning Commission
From: David H. Spitz, City Planner
Re: Next week's agenda items
Date: 4/8/8,
2) Foley
Application is to convert an existing single-family residence into a real
estate office on lower Swift Street (Cl zone). The building will require only
minor alterations. In order to meet office parking standards, the existing
driveway will be widened, a garage will be demolished, and a new parking area
will be added in the rear. This arrangement will allow all existing land-
scaping to be retained.
I see no problems with this application.
3) Lacey's Carpet
Application is for a 3500 square foot warehouse addition to the rear of
an existing carpet business. The paved parking area will be extended as well,
and there will be sufficient room for trucks to turn around on the property
rather than to back in from Williston Road. Also, the driveway will be widened
to a minimum width of 20 feet.
The one issue is whether additional landscaping should be required. The
normal ordinance requirement for this addition would be $750. The applicant
feels he already has sufficient landscaping, particularly in the front of
the building. There are always places where additional trees or shrubs could
be planted, but I have no strong recommendations as to whether they should
be required in this case. You may wish to look at the property before Tues-
day's meeting.
4) Homestead Design
In order to achieve density for the proposed 6 lots, the applicant must
obtain 1/3 acre from an abutting land -owner to the north (Farrell or Irish).
Negotiations are in progress and must be completed before final plat application.
Total acreage would be 6 acres, but individual lots range from .51 to 1.01
acres. This arrangement requires the application to be subject to PUD-R criteria.
Apparently some of the land negotiations involve granting a right-of-way to
allow relocation of the private portion of Bartletts Bay Road onto the western
boundary of the applicant's property. Rather than have two separate roads,
I had hoped to work out an arrangement whereby this applicant and the Bartletts
Bay Road residents would share one road built to modified public standards.
HoweveV, that arrangement does not seem feasible. This situation can be more
fully explained at Tuesday's meeting.
Memorandum
Next week's agenda items
4/8/83
Page 2
Because of the scope of this development and existing conditions in the area,
we are not suggesting a need for sidewalks,drainage or other improvements to
the public portion of Bartletts Bay Road. However, public sewer and water
will be provided.
I have asked the applicant for a better depiction of the existing tree
line. It appears the proposed private road will cut through the edge of the
wooded area.
In previous hearings there was a local concern that development of this
property would eliminate its character as a ponding area for upstream run-off.
Some hydrological study may be appropriate.
Applicants are proposing a modified building envelope to maximize solar
potential. Some side yard setbacks requirements should be reduced.
5) Bartlett Multi -Family Revision
John Larkin -,is,. planning to sell the multi -family portion (120 units) of
his Bartlett Property development to another developer. The new applicant is
proposing a slightly wider residential unit resulting in some relatively minor
layout modifications. Several buildings are being moved together, one unit will
be eliminated, and at one point the applicant is requesting two 3-foot variances
from the normal 50-foot perimeter requirement. Although this variance causes
no significant problems, I cannot recommend such a reduction in a revision to
a development that hasn't even been started. The alternatives would be moving
two more buildings together or eliminating one more unit.
The applicant is also requesting addition of a swimming pool. His first
choice for a location is in a clearing between the two streams that constitute
the conservation zone. After a site visit, I feel the location is inappropriate
because it is isolated and also would require some clearing in the conservation
zone for access. Another location for the pool should be presented.
6) Ethan Allen Farm
The main issue in this subdivision application concerns treatment of flood -
plain land. In a change from the sketch plan, the layout now includes new
internal street(s) with lots backing up to the drainageway. The rear 1/3 to 1/2
of several lots is now contained within the 100-year floodplain. The zoning
ordinance allows conservation zone (CO) land to be included in density cal-
culations, but it does not specifically include floodplain land (FP) in the same
provision.
As a general policy I recommend that floodplain land may be included in
density, subject to a case -by -case review. There should be assurances that each
lot contains sufficient non-floodplain land for a reasonably sized building,
including expansion. Also, the floodplain portion may be considered usable for
parking, etc. as long as excessive fill is not required and flood -carrying
capacity is maintained.
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Collins Property - %Bartletts Bay Road
Date: +6f67`6�- vrJ�Q�N.OI
1) Road should be public; at the very least constructed as the Trono development
in the area. That is a 24 foot paved road with 3 foot shoulders and a turnaround.
2) Water main on Bartletts Bay Road must be extended across the entire frontage
of the property.
3) Sewer maid should be within the traveled portion of the street.
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