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1700 HEGEMAN AVENUE
FORT ETHAN ALLEN WINOOSKI, VERMONT 05404 802/655/0611
City of South Burlington
1175 Williston Road
South Burlington, Vermont 05401
Attn: Dick Ward
Re: Five Condominium units
Briarwood Estates
Timberlane Road
September 28, 1979
in Block 4 and Access Road
South Burlington, Vermont
Dear Mr. Ward:
It is my intent, via this letter, to make application for the
building permit for the referenced project.
Please note the enclosed items:
a) 1 copy of my letter to Bill Szymanski making application for
the Site development permit.
b) 1 application for zoning permit with attached relevant plans.
c) 1 check #1384 written to the City of South Burlington in the
amount of $131.20 which represents 6560 gross square feet of
Building times $.02 per square feet. This is the zoning
permit fee.
d) 1 check #1385 written to the City of South Burlington for the
amount of $391.85 which represents 5/27 times the $2,116.00
recreation fee for twenty-seven units.
Should you need any further information please give me a call. Our
present plans are to begin site work on Tuesday, October 2, 1979 and
work on the buildings by October 15, 1979.
ours,
berth
President
OAE/dpc
Enclosures
FORT ETHAN ALLEN WINOOSKI, VERMONT 05404 802/655/0611
of South Burlington
1175 Williston Road
South Burlington, Vermont 05401
Attn: William J. Szymanski
City Manager
A,
Re: Five Condo units
Briarwood Estates
Timberlane Drive
South Burlington,
ECI-331
Dear Bill:
September 28, 1979
in Block 4 and Access Road
Condominium
Vermont
Please note the attached items:
a) 1 copy of corporate security bond for street construction
in the amount of $61,000.00.
b) Check #1383 to City of South Burlington, Vermont for the
amount of $305.00 for inspection fees.
I understand that with the receipt of the above Bond and fee
the City can now issue the "Site development permit" allowing us to
begin site work on the referenced project.
I now have the Engineering plans under review. We will make
modification to manhole invert details, supply missing manhole top of
frame elevations, and modify Green Mountain Power Layout so that cable
will not be over waterline.
Contingent upon receipt of the Site development permit, our pre-
sent plans are to begin the site work on this project on Tuesday,
October 2, 1979.
Very truly yours,
Otto A. Engelberth
President
OAE/dpc
nclosures
eci
1700 HEGEMAN AVENUE
FORT ETHAN ALLEN WINOOSKI, VERMONT 05404 802/655/0611
September 28, 1979
City of South Burlington
1175 Williston Road
South Burlington, Vermont 05401
Attn: William J. Szymanski
City Manager
Re: Five Condo units in Block 4 and Access Road
Briarwood Estates Condominium
Timberlane Drive
South Burlington, Vermont
ECI-331
Dear Bill:
Please note the attached items:
a) 1 copy of corporate security bond for street construction
in the amount of $61,000.00.
b) Check # 1383 to City of South Burlington, Vermont for the
amount of $305.00 for inspection fees.
I understand that with the receipt of the above Bond and fee
the City can now issue the "Site development permit" allowing us to
begin site work on the referenced project.
I now have the Engineering plans under review. We will make
modification to manhole invert details, supply missing manhole top of
frame elevations, and modify Green Mountain Power Layout so that cable
will not be over waterline.
Contingent upon receipt of the Site development permit, our pre-
sent plans are to begin the site work on this project on Tuesday,
October 2, 1979.
V ours,
L
Otto A. Eng berth
President
OAE/dpc
Enclosures
MAR 12 1979
City of South Burlington
1175 WILLISTON ROAD
SOUTH BURLINGTON, VERMONT 05401
'4 f
"' • TEL. 863-2891
OFFICE OF
CITY MANAGER
WILLIAM J. SZYMANSKI
March 8, 1979
District #4 Environmental Commission
111 West Street
Essex Junction, Vermont 05452
Re: Castlerock Corporation Condominiums of Timberlane
South Burlington, Vermont
To Whom It May Concern;
The above referenced project will be served by municipal
water and sewer facilities constructed in conformance with
city standards.
WJS/b
11
Verytru y yo rs,
William J. 6gymanski
City Manager
RICHARD A. SPOKES
JOSEPH F. OEUCHowsu
SPOKES & OBUCHOWSKI
ATTORNEYS AT LAW
P. O. Box 2325
SOUTH BURLINGTON, VERMONT 05401
May 11, 1979
Peter S. Sidel, Esquire
P. 0. Box 115
Waitsfield, Vermont 05673
Re: Briarwood Estates
Dear Mr. Sidel:
1775 WIu.IsroN ROAD
TELEPHONE (802) 863-2857
I am in receipt of drafts of your proposed Declaration
and By -Laws. Before I can review these documents from
the City's viewpoint, I will need copies of the various
other legal documents which are required in the Planning
Commission's approval. Steve Page sent you a memorandum
dated May 2, 1979 which outlined some of the requirements,
I would like to see those documents referred to in Nos.
1, 5 and 6 as soon as convenient to you.
Please let me know if you have any questions.
Very truly yours,
Richard A. Spokes
RAS/cc
cc:, -Stephen Page, Planner, City of South Burlington
August 17, 1982
John Osqood
Castlerock Properties
Route 100
Waitsfield, Vermont 05673
Dear Mr. Osgood,
Several questions have arisen recently about the status of the
connecting road between the existing Ridgewood development and the
new development known as Indian Creek.
The plans that have been approved by the Planning Commission,
both for the original and the revised development, require that the
road be a thru-connection and, furthermore, that the road be paved.
Paving has not yet been done and must be completed.
Please contact me if you have any questions.
Sincerely,
David H. Spitz,
City Planner
DS/mcg
RICHARD A. SPOKES
JOSEPH F. OBUCHOWSKI
WILLIAM G. LIVINGSTON
SPOKES F6 OBUCHOWSKI
ATTORNEYS AT LAW
P. O. BOX 2325
SOUTH BURLINGTON, VERMONT 05401
April 21, 1980
Mr. David Spitz
City Planner
1175 Williston Road
South Burlington, Vermont 05401
Re: Hemlock Hills
Dear David:
1775 WILLISTON ROAD
TELEPHONE (802) 863-2857
In connection with the above entitled development please find
enclosed the following:
1. Offer of Dedication for Timberlane extension. This re-
quires the signatures of Bill Szymanski, two witnesses a
Notary Public. Once the Offer is properly executed it
should be recorded in the Land Records.
2. Warranty deed for Timberlane extension from Woodland
Properties and quitclaim deed for Timberlane extension
from Hemlock Hills Development Corporation. These deeds
should be held in escrow until the roadway is completed
and accepted by the City Council. Once accepted, both
deeds should be recorded in the Land Records. Please
note that the Transfer Returns must be signed by
Bill Szymanski before recording.
3. Offer of Dedication for triangular piece of land. The
signatures of Bill Szymanski, two witnesses and a Notary
are required. Once properly executed, this document
should be recorded in the Land Records.
4. Warranty deed for triangular parcel. Once the City
Council accepts the offer, this deed must be recorded
in the Land Records. Until that time it should be held
in escrow. Please note that the signature of the City
Manager is required on the Vermont Property Transfer
Return.
5. Offer of Dedication for sewer and water easements. The
signatures of Bill Szymanski, two witnesses and a Notary
are required. Once properly executed, this document must
be recorded in the Land Records.
Mr. David Spitz
April 21, 1980
Page 2
6. Right of Way Easement. This document should be held in
escrow until all of the installations are completed to
the satisfaction of the City and the Council has accepted
the Offer of Dedication. Once that happens the Right of
Way Easement should be recorded in the Land Records. Again,
please note the signature of the City Manager is required
on the Vermont Property Transfer Return.
7. Bill of Sale for water and sewer mains. This document
should simply be filed, but not recorded.
8. Private Road and Waiver Agreement. The signatures of
Bill Szymanski, two witnesses and a Notary Public are re-
quired. Once properly executed, this document should be
recorded in the Land Records.
I discovered some discrepancies in the various recorded plans which
depict the extension of Timberlane. I don't believe there are
any substantial inconsistencies, but I think it would be appropri-
ate for the City Engineer to compare the descriptions in the legal
documents with the referenced plans.
I believe all of the legal documents are in order and properly
executed in connection with this project. Please let Dick Ward
know the legal status. Thank you.
Very .truly yours,
Richard A. Spokes
RAS:mil
Enclosures
0
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Castlerock Condominiums
Date: August 22, 1978
Drainage:
The site drains in a south westerly direction to a level
marshey area of approximately, 3 or 4 acres, on land of Tilley,
and a portion of the proposed Twin Oakes development. This
marshy area then drains southerly toward the interstate
highway, to a tributary of Potosh Brook. It is across this
marshy area that a swaleshould be cut to provide a defined
drainageway.
Sewerage:
Test will be made to determine the capacity of the pumps
at the Timberlane pumping station. If it is determined,they
will not handle the extra flow the developer will be required
to modify the existing pumps or install larger ones.
WJY/cy
i
pectful y mitted.
c��Gliam J. anski.
City Manager
M E M O R A N D II m
To: Planning Commission
From :William J. Szymanski
Re: Timberlane Condominiums
Date:August 4, 1978
r
Road:
1. The entrance road should be centered within the rights -of -way.
2. The connection to the end of Timberlane can be improved by
relocating the dental center exit drive on to this new road.�—
3. I would recommend that the street be built to City standards.
That is: curbs, drainage collection system and paved width
of 30 feet.
4. There should be an internal storm water collection system
especially in complex clusters instead of depending entirely -
on surface runoff.
5. All storm water is concentrated to the end of Timberlane.
The topo must be expanded to show where the flow continues,
and if it continues on to another development to the west, Ze��L
can it be handled? This area is a potential problem area and must be looked into carefully.
6. The Timberlane sidewalk should be extended to this development:,,,
and there should be a internal walkway system tied into the
Senior Citizen development.
Sanitary Sewers:
1. All manholes must be in an area that is readily accessible at
all times, such as in roads and parking areas.
2. Pumping station and sewer plant capacities will bey
evaluated;
to see if they can accommodate this project.
C "ire _wN >tt_LICN. 4-L IL CCZS-T i CAI
Water:
�. Water Department to review layout of mains and the Fire Chief
to review the hydrant layout.
2. I would recommend that the proposed main be looped into the
Timberlane main and the tie-im into the elderly housing project
be installed before they complete their parking areas, walkways
and landscaping.
3. The adequacy of the water supply is contingent upon the comple-
tion of the water mains serving other projects planned for
the area.
1 Respectfully submitted,
William J. Szymanski.
City Manager
TO: Planning Commission
FROM: William Szymanski, City Manager
RE: Timber Lane Sewage Pumping Station
DATE: February 6, 1979
The pumping station was designed to accomodate the original
subdivision which includes the proposed so called Castlerock project,
the existing dential offices, Forest Park Housing development and
the Aesculapius Medical Center.
The station has two 200 gal. per minute pumps with a present
flow of approximately 50 g.p.m. This project (Castlerock) will add
approximately 24 g.p.m. additional flow.
Upgrading of this pumping station to meet current state
standard may be required if the area to be serviced is beyond the
origninal score of the approved subdivision.
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Pinewood Condominiums
Date: January 23, 1979
1. Curbs are to be installed where Dental Center drive is
relocated.
2. Drainage culvert at approximately station 2 + 50 to in-
clude inlets.
3. Curbs to continue to property line with temporary turnaround
on development site.
4. R.O.W. for future extension of street easterly shall be
sufficient to construct a street with a reverse curve for a 35
m.p.h. design street.
5. When street is extended easterly, entrance to this develop-
ment should be relocated to intercept the extended street at 90?
Provisions shall be made to allow for this relocation.
6. Water main shall be installed off future street 5' back
of curb. Plans to be reviewed by I'vater Deptartment.
7. Drainage pipe shall be concrete or asbestos cement.
ADMINISTRATIVE CHECKLIST
PROJECT NP14 ,/FILE REFERENCE CASTLEROCT: CONDOMINIUMS
.�.�t 3___
1. LETTER OF NOTI ICATION &APPROVAL ASOTION')OR FINDINGS & ORDER
2. BONDING OR ESCROW AGREEMENTS
LAI- DSCAP ING
S E::
ER
DRAIIIIJAGE
ROJI
CUIRES
S iDE.-J LKS
(NOTE ALL RE -E ASES OR AGREEMENT REVISIONS)
3. LIST APPROVALS GRANTED, WITH DATES
INSPECTIONS COMPLETED
t. UTILITY EASE'ENTS
RECORD ED
ACCEPTED
CERTIFICATE OF TITLE x
AND PERMITS GRANTED & SITE
BILLS OF SALE C
ETC.:
ROAD:r'AYS -�
DEEDS FOR CITY STREETS ACCEPTED * "
PRIVATE ROAD & WAIVER AGREE14ENT x
FINAL PLAT OR RECORD COPY - STAMPED �, SIGNED, & FILED OR RECORDED
PEDESTRIAN EASEMENTS
ACCEPTED & RECORDED '
FILED
1
MISCELLANEOUS AGRE.'-MENTS f
LAND FOR ROAD WIDENING
OFFER OF IRREVOCABLE DEDICATION
FUTURE ACCESS POINTS
SYr;RED ACCESS POINTS
OTHER
COPY OF SURVEY TO ASSESSOR (IF CHANGE IN PROPERTY L114ES
F S - PAD/DATE
H RING
E'J=EDII2G PL?,4j-T
-` IN - =:l II; G I;: SP .
: ER
R r'CRE.'='IO:17 (R CG=�D C _LC'JL=TIONS ?N7D DEPOSIT 11: ACCOUI:T)
I: '?'CT : C,_ L7.: Up
SCrOOL f'ZDS CAR COU::TS
M E M O R A N D U M
To: Peter Sidel
From: Steve Page
Re: Paperwork, fees, etc., to commence "Briarwood Estates"
Date: 5/2/79
1. Post performance bond or execute escrow agreement (copy
of suggested format is enclosed) for all required improvements
(streets, sidewalk, sewer, water, storm drainage, reconstruction
of entrances landscaping, etc.) in amounts as approved by City
Engineer.
�R�/l 2. Pay engineering inspection fee,.5/o of all costs excluding
�7I ILuildings and land.
YYY 3. Obtain site development permit - to begin grading, clearing,
utilities, etc. (no cost).
4. Be sure to touch base with Ed Blake, at the Champlain Water
�! District, and Bill Szymanski, at City Hall, for this. r O.K. on
specifications and advance notice for inspections.
5. Submit deed, certificate of title, and o�f er of irrevocable
,
dedication (formen-closed) for City-sfree s, sq er and wa r ease-
ments , 'pie-sha parcel for road extension, also, submit temporary
easement for turnaround. Further, condominium by-laws must be re-
viewed and approved by City Attorney.
�0,s147y 6. Execute private road and waiver agreement---f0rM-iencIoz-ecl}-.
Icw y �s / 7. Pay recreation fee of $2116.
8. Obtain building permit, 2C/sq. ft. (gross floor area).
9. Sell units.
4 Encl
No Text
No Text
v %
r
SPOKES & OBUCHOWSKI
ATTORNEYS AT LAW
P. O. Boa 2325
SOUTH BURLINGTON, VERMONT 05401
RICHARD A. SPORES
JOSEPH F. OEVCHOWSRI
William G. Livingston
November 13, 1979
Michael G. C-ain, Esq.
110 Main Street
Burlington, Vermont 05401
:tee: Hemlock Hills
Dear dike:
1775 WILLISTON ROAD
TELEPHONE (902) 363-2857
in connection with the documents you submitted to us by letter
dated 14ovember 2, 1979, I have the following comments:
1. Private road and waiver Agreement - this is fine.
2. Offer or Irrevocable Dedication for roadway and temporary
cul-de-sac easement - you need the signatures of two wit-
nesses and an Exhibit A. In addition, paragraph number
1 refers to Exhibit A as being an executed copy of the
deed wherein it should be an unexecuted copy.
3. Warranty Deed for roadway and temporary cul-de-sac ease-
ment - you did not send me this document.
4. warranty Deed conveying triangular piece - this is fine.
5. Offer of Irrevocable Dedication for triangular piece - you
did not send me this document.
G. Right -of -Way Easement - this is fine.
7. Offer of Irrevocable Dedication for easements - you will
need two witnesses and an Exhibit A. In addition, para-
graph number 1 refers to an executed copy of the deed as
Exhibit A wherein it should be an unexecuted copy.
a. Bill of Sale - this is fine.
9. Plan depicting what is being conveyed to the City - you did
not send me a plan.
Michael G. Cain, Esq.
November 13, 1979
Page 2
10. Partial Releases -- it would appear from your certificate of
Title that you need three partial discharges releasing the
roadway, cul-de-tac, triangular parcel, and all water and
sewer easements being conveyed to the City.
Please give me a call if you have any questions.
very truly yours,
Richard A. Spokes
RAS:mil
cc: Richard Ward
Zoning Administrator
David Seitz
City Planner
P.S. I am returning to you the original documents which need
revising.
R.A.3.
CITY OF SOUTH BURLINGTON
Subdivision Application - FINAL PLAT
I Name of Applicant Cer 3 a r7eQ " eery
41
II Name of Subdivision1
III Indicate any changes to name, address, or phone number of
owner of record, applicant, contact person, engineer, sur-
veyor, attorney or plat designer since preliminary plat
application: �`c� cZt i �QSIrC�`n -r1/&0--A0
IV Indicate any changes to the subdivision, such as number of lots
or units, property lines, applicant's legal interest in the
property, developmental timetable, since preliminary plat
application /irlon4
V Attach a final plat drawing (originals not needed) showing the
following information:
(1) Proposed subdivision name or identifying title, the name
and address of the record owner and subdivider, the name,
license number and seal of the licensed land surveyor, the
boundaries of the subdivision and its general location in
relation to existing streets or other land marks, scale
(numerical and graphic), date and true north arrow.
(2) Street names and lines, pedestrial ways, lots, reservations,
easements, and areas to be dedicated to public use.
(3) Sufficient data acceptable to the City Engineer to determine
readily the location, bearing and length of every street line,
lot line, boudary line and to reproduce such lines upon the
ground. Where applicable these should be tied to reference
points previously established by the city.
-2-
(4) The length of all straight lines, the deflection angles,
radii, length of curves and central angles of all curves,
tangent distances and tangent bearings for each street.
(5) By property designation on such Plat, all public space
for which offers of cession are made by the subdivider
and those spaces title 'o which is reserved by him.
(6) Lots within the subdivision numbered in numerical order
within blocks, and blocks lettered in alphabetical order.
(7) The location of all of the i7p_ove.ments referred to in
Section 301.1-*and in addition thereto the location of
all utility poles, se, -;age Disposal s;.7stea..s, water supply
systems and rough grading and other devices and methods
of draining the area affecting the subdivision.- SDI
OveL, SvaD1vv61Gv -E
(8) Permanent reference monuments shot::-n thus: and lot
corner mia rher s shown thus: "O" .
(9) Construction dra:vings of all .'.'equired improvements.
VI Lnc? ose supporting Documents listed below or request that they
be requiree as a condition of final plat approval:
(1) Copies of proposed eeeds, agreements or other cocu_nts
showing the manner in which open space, including park
and recreational areas an6 school site areas, are to be
dedicated, reserved and maintained and a certificate of
the City Attorney that these documents are satisfactory.
(2) A certificate of the City -Lngineer as to the satisfactory
completion of all improvements required by the Coaxlission,
or, in lieu of any required improvements not so co.moleted,
a performance bond to secure completion of such improvements
and their maintenance for a period of two years, and
written evidence that the City Council is satisfied
either with the :onding or surety company or with security
furnished by the subdivider.
(3) A copy of such covenants or dead restrictions as are in-
tended to cover all or part of the tract.
(4) A prospectus describing the management organization if one
is required.
(5) In the case of a subdivision or development served by a
privately o:med and/or maintained street:.
(a) a copy of all proposed deeds, agreements, or other
documents which convey or relate to the use of a
privately owned street or right-of-way, and a certi-
fic,te of the City Attorney that these documents are
satisfactory.
-3-
(b) a completed contract between the lando-.,mer and the
city regarding the number of lots or dwelling units
to be served by the proposed right-of-way or private
street and the responsibility for the roadway ;maint-
enance, along with a certificate of the Ci--,T Attorney
that the contract is satisfactory.
(denature) applicant or contact person Cate
SPOKES & OBUCHOWSKI
ATTORNEYS AT LAW
P.O. BOX 2325
SOUTH BURLINGTON, VERMONT 05401
RICHARD A. SPOKES
JOSEPH F. OBUCHOWSKI
Alliam G. Livingston
4ovember 13, 1979
Michael G. Cain, Esq.
110 Main Street
Burlington, Vermont ('5401
1775 WILLISTON ROAD
TELEPHONE (802) 863-2857
Re: rlemlock Hills
Dear ,,dike
In connection with the documents you submitted to us by letter
dated Aovember 2, 1979, I have the following comments:
1. Private road and Waiver Agreement - this is fine.
2. :offer or irrevocable Dedication for roadway and temporary
cul-de-sac easement - you need the signatures of two wit-
nesses and an Exhibit A. In addition, paragraph number
1 refers to Exhibit A as being an executed copy of the
deed wherein it should be an unexecuted copy.
3. Warranty geed for roadway and temporary cul-de-sac ease-
ment - you did not send me this document.
4. Warranty Deed conveying triangular piece - this is fine.
5. Offer of Irrevocable Dedication for triangular piece - you
did riot send me this document.
G. Right -of -Way Easement - this is fine.
7. Offer of Irrevocable Dedication for easements - you will
need two witnesses and an Exhibit A. In addition, para-
graph number 1 refers to an executed copy of the deed as
Exhibit A wherein it should be an unexecuted copy.
3. Bill of Sale - this is fine.
9. Plan depicting what is being conveyed to the City - you did
not send me a plan.
Michael G. Cain, Esq.
November 13, 1979
Page 2
10. Partial Releases - it would appear from your Certificate of
Title that you need three partial discharges releasing the
roadway, cul-de-sac, triangular parcel, and all water and
sewer easements being conveyed to the City.
Please give me a call if you have any questions.
Very truly yours,
Richard A. Spokes
RAS:mil
cc: Richard Ward
Zoning Administrator
David Spitz
City Planner
P.S. I am returning to you the original documents which need
revising.
R.A.S.
RICHARD A. SPOKES
JOSEPH F. OBUCHOWSKI
William G. Livingston
SPOKES & OBUCHOWSKI
ATTORNEYS AT LAW
P. O. Boa 2325
SOUTH BURLINGTON, VERMONT 05401
October 22, 1979
1775 VILI STON ROAD
TELEPHONE (902) 863-2857
Michael G. Cain, Esq.
110 Main Street
Burlington, Vermont 05401
Re: Hemlock hills
Dear Mike:
I have reviewed the drafts you sent me on October 19th, and
have the following comments:
1. We still need a Title Certificate and a plan in recordable
form depicting exactly what the City is receiving from your
clients. This should show the roadway, cul-de-sac, tri-
angular parcel, and all water and sewer easements being
conveyed to the City. Depending on the contents of your
Title Certificate, I suspect we will also need mortgage
partial releases.
2. Private Road and Waiver Agreement - This is fine except for
paragraph number 5 which should read as follows:
"The Owner shall fully maintain said roadway
at its own expense and keep the same in good
order and repair and further that Owner in
any conveyance to any association formed as a
result of this project will require said
association to be obligated to the same
obligations contained herein."
3. Offer of medication for roadway and temporary cul-de-sac
easement - This is fine except I believe the word "direct"
in the fourth "Whereas" clause should be "said."
4. Warranty heed conveying roadway and cul-de-sac easement -
I am wondering why you have two grantors. In addition,
you are conveying the fee of the roadway to the City, and
not an easement and right-of-way. Thus, I would suggest
that the first part of the first paragraph of the descrip-
Michael G. Cain, Esq.
October 22, 1979
Page 2
tion read as follows:
"A strip or parcel of land for public street
purposes as depicted on a certain plat of land
entitled..."
The third paragraph of the description which begins,
"Said easement is for the purpose,.." is inappropriate,
and should be deleted.
In the description of the cul-de-sac easement, perhaps
it would be appropriate to refer to the plan to enable
someone to identify the location of the easement.
In the last line of your description you use the
terminology "right-of-way" and I believe this should be
"street."
5. Warr,7.rty Deed conveying triangular piece - Your description
should refer to the plan to be recorded. We also will need
a separate Offer of Irrevocable Dedication for this property.
6.
Offer of Irrevocable Dedication for sewer and water ease-
ments - Paragraphs 1, 2 and 3 in the second "Whereas"
clause are irrelevant, and should be deleted.
The word "direct" in the fourth "Whereas" clause I believe
bhould be "said."
Paragraph number one on the second page should read as
f of lows
"The Owner herewith delivers to the City an
Easement Deed, an unexecuted copy of which is
attached hereto as Exhibit A, said delivery
being a formal offer of dedication to the
City to be held by the City until the acceptance
or rejection of such Offer of Dedication by
the Council of the City."
7, Easement Deed for sewer and water lines - The City will not
accept the quitclaim language. I am enclosing as Exhibit A
a sample right-of-way easement form which would be acceptable.
I have underlined in pencil some of the language which should
be incorporated in your easement.
Michael G. Cain, Esq.
October 22, 1979
Page 3
8. Bill of Sale - You have hemlock Hills Development Corporation
as the grantee in the first paragraph, and I suspect this
should be the City. I also would like to see in your des-
cription a reference to the plan. It should be made clear
that the water piping and sewer mains, etc., being conveyed
to the City are those located in the easements depicted on
the plan.
You may think I am being a
several problems resulting
condominium legal documents
RAS:mil
Enclosure
cc: Richard Ward
bit fussy, but South Burlington has had
from the ambiguity of some of the
in other projects.
Very truly yours,
Richard A. Spokes
of vc:r_' „•; , ;irf' ri-i,_ V i.ng a place of bu A—ness
in s01'', Lill I'.. i La %liIl`.' (:;T !.;hl.t'i.E?11C�C'.SL anci state
of ve i ;,: )i-1 . :. . 0 cr;),nd and V 111]ii}- Ie considera-
t" ion•ackn'owledy d, does
J
hPYe};}' '?1.VE' r,. 1' r C �.. `7 U[Z� �) t�ht.'. C'l.t. ' O ';Out i!
,.
BL Y: j. i .; .:�I1, 1 J'_ l ;t� l 1,; (".].j)d l °.k;?p.)Cc3tlOr1 11(1ri3r1+ PP, n
I
ci n d i t: f_> Inc Mild assigns, ai: c:,a_. mer.t, 30 feet in
width, (a} .I.nstal.On, ris rucIon, operaf-16n,
z-
repair_, andriient of a sewer amine and
(b)__for tTie �1 3TaEio.t, cons zip ion, o��erat ()n, t c 1�a1_r%._.
_ --
main-enanc�� at1(:i ?�I..l<.e�n(.nt. �;a wat:c�Y• 1tne; Lr)L.h ss�id
as-sho�,r: an
��et fr r_t:ti In a survey
aatc�d.-._S&pf r rTkibr, 1.977-as L (DvIse- T_.,.
b?_scem ier.,- 1`)'i8 and 'L,1ay, 1.979, .etti.ng forth "As Built
t.o bF: recorded in Volume , Page
of the L,.:in(i of tl"le Cite' of South Burlington.
To the extE, t the actual physic, al location of said
1 fines rc n �t. j. ctua i a y (lepic:tecT on saix survey, then
this easement :,ha 1?. be lit tc.rpr :rem-£ci correspoiic� fo "tfie
acfuaa_
Together wi + 1j%"an cas,�-rnk�nt: on l .rids now or cnerly of
Investors 0 rporation o'. Verma ;t: lying rth� 1y of Kee y
Drive and ;()utherly of L��:ryberr , Road,,,4o-call �d, for..-tf single
water cor rection to serv3lce la ids �futherly of'-.Kurt`hedy Drive.
Being a portion of the lan s�aYef premises conveyed to
Investors Corporation of. Vermont pursuant to a warranty deed,
dated august 12, 1976, of
:recorded in Volume 127, Page 269 of the Land'Records of
the City oL_ South Burlington. Reference is made to
Section 12.04 o the Declaration of Condominium of. the Treetop
Condominium, dated May 8, 1978, as supplemented, originally
recorded in Volume 143, Page 1.50 of the Land Records of
the City of South Burlington.
Together with the right to enter on the lands of the Grantor,
ifs successors and assigns, _f'c-r such purposes, 1?rov:eded
that such entry uha11 3�e" reasonably nec ----d y--Fo T'ie `purposes
hereof -and that any such. premises wilT_b zesf_orecT-FiytFie
Grailt:ee, -its au<�cessors arid- "assigns; �._ i'�s "con�itiori-prior
to entry at no cost to t:he^'?Tr-an�`or or -i-"�Es'- successors.
4
T�e
r' To have and to hold unto the Grantee, its successors and assigns,
forever, and the Grantor covenants that it has good right and
\^ title to convey said premises in the manner aforesaid, free and
`clear of all encumbrances, and the Grantor engages to warrant
hand defend the same against all lawful claims whatsoever.
y ;wit
•s f
i3dq ,i
` ciuding perm it, trar.5fers. �rpi i c a t I o n s for peftAvTt� -
iransfers are to be completed by the transferree.��
-SECT 1014 _� _ FOR OFFICE USE-ON-LY
Application No.
Laws Involved:
F i I i n g Date:
Deed Cornp I eta By:
SECTION 11 - TO BE COMPLETED BY THE APPLICANT
c/o Peter S. Sidel, P.O. Box 11
1. APPLICANT: Woodland Properties, et al, Wgits_fieLd,__Vermont_`_05673
(Namo)(Address) (Phone No.)
2. PROPERTY O1•,'NER: same _
(Name) (Address) (Phone No.)
3. PERSON r0 BE CONTACTED ABOUT THIS APPLICATION (Complete only if
different from #1):
Michael Cain, Esq., 110 Main Street, Burlington, Vt. 05401
(Name) - _- (Address) (Phone No.)
4. 11HAT IS YOUR LEGAL INTEREST IN THIS PROPERTY:
Fee simple-
5. IF YOU ARE NOT FILING THIS APPLICATION AS AN INDIVIDUAL,
C014PLE FE ,THE FOLLOWING:
Partnership 1973 Vermont 1973-
(Legal Entity) (Date Formed) (State) (Date Registered In Vt.)
6. ..HAT 1 S THE NATURE OF THIS REQUEST TO Ai.1END T14E LAND USE PER
-
'Al I T : To_transfer the Permit-_.-_-f_rom W-oo_dl-and-.P Dpertie.s,.--et-a-1---
to Heml.ock_-_Hills--De-v,-lopment--Corp-.-,---c/-o-M-i-chae1---Ca-i---E-sq. ---
110 Main-_Street--,--Bur-l-i-ngton-,-- Ve.r-mont-----G54-03-- ---------
7. DESCRIBE ANY CHANGES IN THE FOLLOWING I TEi�S FROM INFORMATION IN
THE ORIGINAL APPLICATION:
a. Acreage In -1-he entire tract of land
b. Acre,a(,,a in this prof„ct ---- - --- _ -
s ----__
c. Date the project will be starred
d. Da to the project w11I be coc,pleted
e. Funding or bonding of this
f. Municipal services .to be
SECTION III ADDITIONAL _ I NFORMAT ION REQUIRED ON PERMIT ► ftf;i�lSFERS _
8. T:,kNSFER:EE: I hereby agree to complete this project as set
forth in the application, Findin s of Fact and
Conclusions of Law and /the I_,
:nd Use Permit num-
b e r --- -- o
4 v (Tr nrL e e )
�- ay
9. I RA;�SFE1: Z: I hereby agr,-a 1 o-� he i r. r,sfer Land Use Permit
;;u„ber 4C038
_ -
-
(Transfers r)
Cr ION IV - i I Cl_ i 0 t',;Rl I [:_S fO BE COi',PL_ETED BY ALLAPPL_ I ,?� i S
s rpr 1 i ca 1- 1un r„LJ e s i lined by the Epp I i cant. By s i
;hfor .he
.T
1;�ior,:1urt t�ruv1d-3d and, when 1-he involves Act 250,
confir..s ghat iha I-C n sc;. cnnnIn9 CuilmisslGn and
nning Cor::,,ission ra ,r noof ,a1 Ica ions
ap
I
CITY OF SOUTH BURLINGTON
Subdivision Application - SKETCH PLAN
1) Name, address, and phone number of;
a. Owner of record (A)00 qt_C _ _ _ vi`Qy-->gprt.,
(,o Timb r 1C,AJ9 _ S. "POIF- t.
'Dr� Rcort. M. PQ rr; 1,-) IM-G n i
b. Applicant �a�tiv2_ _CIO
C. Contact person���
2) Purpose, location, and nature of subdivision or development,
including number of lots, units, or parcels involved as well
as proposed use(s).
C e n s-Cc--1 or,q'r 22 9 C W*6" ; Aj iyIL t
:tn 0 se C-)A3 ; Ts 2 br ,' a t«. (r !4 re S. : cl e'uTe s I Cam' .
3) Applicant's legal interest in the property (fee simple,
option, etc) _
Cow Ika (--f 0(,j "P A-
4) Namesof owners of record of all contiguous properties
oe
5) Type of existing or proposed encumbrances on property such as
easements, covenants, leases, rights of way, etc.
C00J0 W' V t V
x-, Q !&SO4 `- CLT' O lU tO74
0-f!
'r t "-T- a COU RNa" T.&
�S (2f Co0-4#4-L.oAD
QPas
6 e (cp
- 2 -
M1
6) Proposed extension, relocation, or modification of
municipal facilities such as sewerage, water supply,
streets, storm drainage, etc.
7) Describe any actions taken by the Zoning :�oard of Adjustment,
or previous actions by the South Burlington Planning Co-n<<ission,
which affect the proposed subdivision anyinclude dues:
8) Attach a sketch plan showing all information required under
items 2 through 7 on p. 5 of the Subdivision Regulations.
A &4ynn���_ —
signature) pplicant o contact person date
FOR OFFICE USE
date
- subission of application and sketch plan to administrative
officer
- this proposal is classified as a major or minor subdivision
- application deemed complete
- proposal tentatively scheduled for -first Planning Co.,iission meeting on
Confirmed For
ADMINISTRATIVE RULES AND REGULATIONS OF
BRIARWOOD ESTATES
These Administrative Rules and Regulations are promulgated
under the authority of the Bylaws bf Briarwood Estates and
the Vermont Condominium Ownership Act Title 27, Chapter 15
of the Vermont Statutes Annotated.
1. Modification of any kind, to the exterior of any
building or the appearance thereof, including but not limited
to, awning, sun shades, patio covers, patio enclosures,
fences, external radio or television antennas, air conditioning
devices, fans, window guards, flags, or bunting may not be
made without approval of the Board of Directors.
2. Outside clothesline or other clothes drying or
airing facilities are not permitted. No clothes or other
materials can be hung or shaken from windows, placed on
windowsills or on an outside clothesline, draped from a
balcony, railing, or fence, or otherwise left or placed in
such a way as to be exposed to public view.
3. No owner may use or permit his unit to be used for
commercial or dormitory use, or for any use which is not
compatible with single family living. No immoral, improper,
offensive, or unlawful use shall be made of any unit or
common area and all valid laws and regulations of all govern-
mental bodies having jurisdiction thereof shall be observed.
No nuisance or use or practice shall be allowed, or anything
done or placed on any private or common area which may be
deemed a source of unreasonable annoyance, embarrassment, or
disturbance to other occupants which interferes with the
peaceful possession or proper use of other units by their
owners or their lessees. This rule does not preclude corporate
ownership.
4. Any consent or approval given under these rules by
the Board of Directors or the President shall be revocable
at any time.
5. Tools, sporting goods, cooking equipment, bicycles,
or other personal articles and equipment must be kept within
the unit or in any storage area established by the Board of
Directors.
6. All landscaping, maintenance, and improvement of
common areas shall be done by or at the request of the Board
of Directors.
7. Owners may not post signs on their property on the
common area for any purpose, including signs, advertising
the sale or rent of property.
8. Common areas immediately adjacent to neighboring
units shall not be used for camping, picnicing, organized
sports, and activities, or for any activity which may be
deemed objectionable to neighboring owners or their lessees,
or which will otherwise interfere with the use by others of
the common areas. Areas of the property will, where feasible,
be designated and approved for such uses. There shall be no
use of common areas which will injure or scar the common
areas of the vegetation thereon or increase the cost of
maintenance thereof.
9. Firewood will not be Stored outdoors except in
accordance with the instructions of the Board of Directors.
10. The unit owner will keep clean and free from
unsightly objects and walkway and stairs to his unit.
11. All vehicles shall be restricted to designated
roads and parking areas and shall be driven in a safe and
reasonable manner. No vehicle shall be left standing in
such a manner as to prevent ready access to the units or so
as to impede the access of firefighting equipment. Motorcycles
or motor scooters, bicycles, and the like are restricted to
roads. The Board of Directors reserves the right to discontinue
and relocate such roads and parking areas.
12. All boats, trailers, and campers are forbidden to
park within the confines of the condominium on any road or
parking lot.
13. Household pets of owners will be allowed provided
that the pet does not constitute a nuisance for other owners
or their lessees. If pets create noise or create a disturbance
or unpleasantness, the Board of Directors will be authorized
to order the owner to remove them. The owners shall hold
all persons harmless against loss or liability for any
actions of his pets within the condominium area.
14. No owner may burn trash or refuse. All trash or
refuse shall be stored in containers and kept in a location
not visible from an adjoining property. No external fires
will be permitted. No owner shall engage in or permit any
conduct or use, or maintain any device in or adjacent to any
unit which will increase the risk of fire or the cost of
fire insurance. This shall not preclude the proper installation
and use of a fireplace connected to the flue built into the
unit.
15. Water closets and other water apparatus shall not
be used for any purpose other than those for which they were
constructed, nor shall any sweepings, rags, or any other
article be thrown into same. Any damage to common facilities
resulting from misuse of water closets or other apparatus
shall be repaired at the.expense of the person causing the
damage.
16. Common areas may be used for such temporary outdoor
activity as dining, art shows, exhibits, and the like, but
shall require prior approval from the Board of Directors,
and such use may not permanently alter or materially injure
the landscape or appearance of the common green land.
17. No owner or lessee shall engage any employee of
the Association on any private business without the consent
of the Board of Directors.
18. owners are held responsible for the actions of
their children and their guests.
19. No owner may do or cause to be done any construction,
repair, or alteration work whatsoever, except inside the
boundaries of his unit as defined in the Declaration. No
work of any kind is to be done upon exterior building walls
or upon interior building walls without first obtaining the
written approval of the Board of Directors.
-3
20. The Board of Directors and its representatives are
authorized to enter any unit at any reasonable time in order
to accomplish repairs, inspection or similar activity.
21. The Manager, if one is appointed by the Board of
Directors, may promulgate additional reasonable regulations
as shall implement the foregoing from time to time, which,
unless revoked by the Board of Directors, shall be enforced
as an Administrative Rule and Regulation adopted pursuant to
the Declaration and the Bylaws.
22. All of the Administrative Rules and Regulations
adopted pursuant to the Declaration and the Bylaws shall be
deemed to complement or implement the provisions of the
Declaration and Bylaws, which provisions shall in all cases
be controlling in the event of any inconsistency.
(vi) The share of a member in the funds and
assets of the Association can not be assigned, hypothecated,
or transferred in any manner except as an appurtenance to
his unit.
(vii) The Association shall be responsible for
the performance of any conditions required by the Planning
Commission of South Burlington, all as recorded on the
minutes for February 6, 1979 from said Planning Commission.
As a part of the approval by said Planning Commission of
South Burlington, the Association must maintain the sidewalks,
landscaping and roads as approved, said agreement from
maintenance at the sole expense of the Association may not
be abrogated without the specific consent of the Planning
Commission of South Burlington.
5. The affairs of the Association shall be conducted
by a Board of Directors who shall be designated in the
manner provided for in the Bylaws, and who shall have for
such purpose, all the authority of the Association as is
permitted by laws, including the authority to delegate all
or a portion of the authority to a manager as agent.
6. . Every Director and every officer and agent of the
Association shall be indemnified by the Association against
all expenses and liabilities, including counsel fees, reasonably
incurred by or imposed upon him in connection with any
proceedings to which he may be a party, or in which he may
become involved, by reason of his being or having been a
director or officer or agent of the Association, or any
settlement thereof, whether or not he is a director or
officer or agent at the time these expenses are incurred,
except in the case where the director or officer or agent is
GREEN MOUNTAIN POWER CORPORATION
P.O. Box 486
GREEN MOUNTAIN DRIVE, MONTPELIER, VERMONT 05602
802/223-5235
March 8, 1979
Mr. Peter Sidel
P.O. Box 115
Waitsfield, Vermont 05676
Dear Mr. Sidel:
NA 1 ,, 1379
Reference is made to your request concerning electrical service for the
proposed Hemlock Hills condominium off Kennedy Drive in South Burlington, Vermont.
Under the existing Vermont Public Service Law, Green Mountain Power
Corporation is required "to furnish reasonably adequate service, accommodations
and facilities to the public."
Historically, the company has been able to anticipate customer's
requirements, and has provided the necessary facilities for added loads. It is
our intention to continue this policy in accordance with applicable Public
Service Board regulations.
Assuming the project is approved by the necessary agencies, Green
Mountain Power Corporation will cooperate in every way to provide safe, adequate
and reliable electrical service, when it is needed.
Details concerning service size and location, scheduling, costs, etc.,
should be discussed with Mr. R. 0. Gamelin of the Williston Commercial office.
Very truly yours,
B. F. Brault
Assistant Vice President
BFB/ng
cc: R. 0. Gamelin
C. C. Quinn
L. D. Abbiati
SUPPLEMENTAL MATERIAL AND CONSTRUCTION
SPECIFICATIONS
BRIARWOOD ESTATES, SOUTH BURLINGTON
27 UNIT CONDOMINIUMS
OFF TIMBER LANE
TABLE OF CONTENTS
SECTION
ITEM
402
DUCTILE -IRON PIPE AND FITTINGS
407
ASBESTOS CEMENT SEWER PIPE
413
WATER SERVICE CONNECTIONS
S414
FIRE HYDRANTS
451
DISINFECTION OF WATER MAINS
491
WATER MAIN -SEWER SEPARATION
S499
LEAKAGE TESTS
XO
STD
NC
DUCTILE -IRON PIPE AND FITTINGS
SECTION 402
Title
Page
402.1
General .
402-2
402.2
Push -On Pipe and Fittings .
. 402-2
402.3
Mechanical Joint Pipe and Fittings . . . . . . .
. 402-2
402.4
Flanged Pipe and Fittings . . . . . . . . . . . .
. 402-2
402.5
Nonstandard Fittings and Wall Casings . . . . . .
. 402-2
402.6
Adapters . . . . . . . . . . . . . . . . . . . .
. 402-3
402.7
Flexible Connections . . . . . . . . . . . . . .
. 402-3
402�R
Sleeve Type Couplings . . . . . . . . . . . . . .
. 402-3
402.9
Flanged Adapter Type Couplings . . . . . . . . .
. 402-3
402.10
Bolts and Nuts . . . . . . . . . . . . . . . . .
. 402-3
402.11
Tapped Connections in Ductile Iron Pipe . . . . .
. 402-3
402.12
Lining and Coating . . . . . . . . . . . . . . .
. 402-4
402.13
Inspection and Testing . . . . . . . . . . . . .
. 402-4
402.14
Handling and Cutting Pipe . . . . . . . . . . . .
. 402-4
402.15
Laying Pipe and Fittings . . . . . . . . . . . .
. 402-5
402.16
Assembling Push -On Joint Ductile Iron Pipe . . .
. 402-5
402.17
Assembling Mechanical Joint Ductile Iron Pipe . .
. 402-6
402.18
Assembling Flanged Ductile Iron Pipe
402-6
402.19
Gaskets, Bolts and Nuts for Flanged Ductile Iron
Pipe . . . . . . . . . . . .. . . . . . . . .
. 402-6
402.20
Deflection of Pipe . . . . . . . . . . . . . . .
. 402-6
402.21
Temporary Plugs . . . .
402.22
Assembling Sleeve Type Couplings . . . . . . . .
. 402-7
402.23
Setting Appurtenances . . . . . . . . . . . . . .
. 402-7
402.24
Connections to Existing Mains . . . . . . ... . .
. 402-7
402.25
Piping Supports . . . . . . . . . . . . . . . . .
. 402-7
402.26
Field Testing . . . . . . . . . . . . . . . . . .
. 402-8
402.27
Painting . . . . . . . . . . . . . . . . . . . .
. 402-9
402.28
Disinfection . . . . . . . . . . . . . . . . . .
. 402-9
12.8.76
402-1
402.1 General. The Contractor shall furnish, lay, joint, and test all
ductile iron pressure pipe and fittings (including special castings) and
appurtenant materials and equipment, all as indicated on the drawings and
as herein specified.
402.2 Push -On Pipe and Fittings. Push -on joint ductile iron pipe shall
be centrifugally cast 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 assumed to be
thickness Class 2 pipe rated at 350 psi.
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 manu-
factured by Clow, Cast Iron Pipe and Foundry Division. Fittings shall
con -form in the dimension and type to AWWA Specification C110, and gaskets
shall conform to AWWA Specification C111. Two bronze wedges shall be
provided with each push -on type joint.
402.3 Mechanical Joint Pipe and Fitting. Mechanical joint ductile iron
pipe shall be centrifugally cast 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 will be
assumed to be thickness Class 2 pipe rated at 350 psi. Mechanical joint
fittings shall be the short body pattern type conforming to AWWA Speci-
fication 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.
402.4 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 Water and Other Liquids.
Unless otherwise noted on the drawings, or in the SPECIAL CONDITIONS
section, flanged ductile iron pipe shall be assumed to be thickness Class 3
pipe, rated at 250 psi. Unless otherwise noted on the drawings or in the
SPECIAL CONDITIONS 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 C110 shall be
drilled and/or tapped as necessary to ensure correct alignment and assembly.
402.5 Nonstandard Fittings and Wall Castings. Fittings having nonstandard
dimensions and cast especially for this project shall be of approved design.
They shall be manufactured to meet the requirements of the same specifications
and shall have the same diameter and thickness as standard fittings, but their
laying lengths and types of ends shall be determined by their positions in the
pipelines and by the particular piping to which they connect.
402-2
Wall castings shall be of the sizes and types indicated on the drawings. Flanges,
facing, and drilling shall conform to the AWWA 150 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 tapped for studs.
Other dimensions 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.
402.6 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 ad-
joining 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.
402.7 Flexible Connections. Where flexible connections in the piping are speci-
fied 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 connections and
accessories shall be furnished by the supplier of the pipe.
402.8 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 provided with plain, Grade 27, rubber gaskets and
with black, steel, track head bolts with nuts. When buried in the ground, use Style 53
Qcast iron coupling by the above -mentioned manufacturer, or its equivalent, or an
approved equal. Bolts and nuts shall be thoroughly coated with an approved
bituminous paint.
402.9 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, complete with bolts and
follower gasket.
402.10 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.
402.11 Tapped Connections in Ductile Iron Pipe. Tapped connections in the
barrel of Class 2 ductile iron pipe without bosses shall not exceed the following
sizes:
Nominal Size of Pipe Maximum Nominal*
Inches Size of AWWA C800 (Mueller) Tap Inches
3 1/2
4 5/8
6 3/ 4
8 1
10 1-1/4
12 1-1/2
14 and larger 2
* Based on three full threads in tap. For other classes see AWWA Specification
C151.
402-3
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 intersection 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 indi-
cated 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 only 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.
402.12 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 pre-
ventive coating at the shop immediately after being machined.
402.13 Inspection and Testing. All ductile iron pipe and fittings shall be
inspected and tested at the foundry as required by the standard 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 pipe,
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 Owners expense.
Pipes and fittings shall be subjected to a careful inspection and a hammer
test just before being laid or installed.
402.14 Handling and Cutting Pipe. The Contractor's attention is directed
to the fact that the cement pipe lining 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 or lining.
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.
402-4
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 is laid 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.
402.15 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.
402.16 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 prevent 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 reassembly.
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" in diameter. For larger pipe sizes four wedges
shall be used, inserted as above, in pairs.
402-5
402.17 Assembling Mechanical 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. 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 towards the plain
end of the pipe followed by the gasket with the narrow edge towards 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.
402.18 Assembling Flanged Ductile Iron Pipe. Flanged ductile iron pipe and
fittings shall be assembled in accordance with the manufacturer's literature.
402.19 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.
402.20 Deflection of Pipe. In laying ductile iron pipe, the following deflec-
tions, based upon an 18 foot length of pipe shall not be exceeded:
Nominal Size of
Pipe - Inches
2
3
4
Deflection -
Mechanical
Joint
31
31
Inches
Gasket Type
Joint
19
19
19
402-6
Deflection -
Inches
Nominal Size of
Mechanical
Gasket -Type
Pipe - Inches
Joint
Joint
6
27
19
8
20
19
10
20
19
12
20
19
14
13 2
11
16
13 2
11
18
11
11
20
11
11
24
9
11
30
9
72
36
8
7 2
42
72
72
48
72
72
54
52
5 2
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.
402.21 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 entering 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.
402.22 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 end 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 all 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.
402.23 Setting Appurtenances. All valves, fittings, and appurtenances needed
upon the pipelines shall be set and jointed by the Contractor as indicated on
the drawings.
402.24 Connections to Existing Mains. Connections to existing mains are specified
elsewhere under the appropriate section.
402.25 Piping 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.
402-7
Pipe within buildings shall be adequately 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 adjust-
ment. 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 pipe 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
adjustable 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 ob-
tained. 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.
402.26 Field Testing. The ductile iron pipe shall be given pressure and leak-
age tests in sections of approved length. For these tests, the Contractor shall
furnish an approved water meter and pressure gage. The Contractor shall furnish
and install suitable temporary testing plugs or caps for the pipeline; all
necessary pressure pumps, pipe connections, and other similar equipment; and all
labor required; all without additional compensation. Prices for the appropriate
pipe items shall include compensation for testing. The meter and gage shall be
installed by the Contractor in such a manner that all water entering the section
under test will be measured and the pressure in the section indicated, and they
shall be kept in use during both tests.
The scheduling of pressure and leakage tests shall be as directed by the Engineer.
Unless it has already been done, the section of pipe to be tested shall be filled
with water of approved quality, and all air shall be expelled from the pipe. If
hydrants or blowoffs are not available at high points for releasing air, the Con-
tractor shall make the necessary excavations and do the necessary backfilling,
and the Contractor shall make the necessary taps at such points and shall plug
said holes after completion of the test with brass or bronze plugs.
For the pressure test, the Contractor shall, by pumping, raise the water pressure
(based on the elevation at the lowest point of the section under test and corrected
to the gage location) to a pressure in pounds per square inch numerically equal
to the class rating of the pipe. If the Contractor cannot achieve the specified
pressure and maintain it for a period of one hour, the section under test shall
be considered as having failed to pass the pressure test.
Following a successful pressure test, the Contractor shall make a leakage test
by metering the flow of water into the pipe while maintaining in the section
being tested a pressure equal to the average pressure to which the pipe will be
subjected under normal conditions of service for at least two hours. This shall
be done by placing the section under system pressure or by pumping. No pipe
installation will be accepted if the leakage is greater than that determined
by the formula:
402-8
N D F
L = 3,700
for mechanical joints and push -on joints, in which L is the allowable leakage, in
gallons per hour; N is the number of joints in the length of pipeline tested;
D is the nominal diameter of the pipe, in inches; and P is the average test
pressure during the leakage test, in pounds per square inch gage.
(Note: The formula for mechanical joints and push -on joints is
based on an allowable leakage of 23.3 gpd per mile of
pipe per inch of nominal diameter, for pipe in 18-ft.
lengths evaluated at a pressure of 150 psi.)
At the specified system pressure, no leakage will be allowed at flanged joints.
If the section shall fail to pass the pressure test, the leakage test, or both,
the Contractor shall do everything necessary to locate, uncover, even to the
extent of uncovering the entire section, and repair or replace the defective pipe,
fitting, or joint, all at his own expense and without extention of time for
completion of the work.
If, in the judgment of the Engineer, it is impracticable to follow the foregoing
procedure exactly for any reason, modifications in the procedure shall be made
as required or approved, but in any event the Contractor shall be responsible for
the ultimate tightness of the line within the above leakage requirements.
402.27 Painting. The shop coats to be given pipe and fittings are hereinbefore
specified under "Lining and Coating".
402.28 Disinfection. Disinfection of ductile -iron water mains shall be as
specified elsewhere.
402-9
X0
STD
MC
ASBESTOS CEMENT SEWER PIPE
SECTION 407
Title
Page
407.1
General . . . . . . . . . . . . . . . . .
. . . . . 407-1
407.2
Pipe and Fittings . . . . . . . . . . . .
. . . . . 407-1
407.3
Handling and Cutting Pipe . . . . . . . .
. . . . . 407-1
407.4
Jointing Pipe and Fittings . . . . . . .
. . . . . 407-2
407.5
Installing Pipe and Fittings . . . . . .
. . . . . 407-2
407.6
Temporary Plugs . . . . . . . . . . . . .
. . . . . 407-3
407.7
Leakage . . . . . . . . . . . . . . . . .
. . . . . 407-3
407.1 General. The Contractor shall furnish all labor, materials, tools,
and equipment and shall construct the asbestos cement pipe sewers as indi-
cated on the drawings and as herein specified.
All asbestos cement pipe and fittings shall be American made.
407.2 Pipe and Fittings. Asbestos cement pipe for gravity sewers shall be
of the classes indicated on the drawings, manufactured by Johns -Manville,
New York, New York; Certain -Teed Products Corp., Ardmore, Pa.; or approved
equal products and shall conform to ASTM Standard Specification for Asbestos
Cement Nonpressure Sewer Pipe, Designation C428, for Type II pipe.
Asbestos cement couplings and gaskets shall be provided in sufficient quantity
to allow for breakage and loss. Pipe 8-inches in diameter and larger shall be
furnished in 13 ft. lengths; however, enough half lengths, short lengths, and
fully -machined lengths shall be provided for use as short lengths at connections,
manholes, and chimneys.
The type of joints employed in the pipeline shall be Ring -Tice joints Installed
in accordance with the Standard Specifications for Transite Pipe, issued by
Johns -Manville; Fluid-Tite couplings installed in accordance with the instructions
of the Certain -Teed Products Corp.; or as directed by the manufacturer of the
approved equal products. Sworn certificates of the specified mill tests of the
pipe shall be submitted in duplicate to the Engineer. The necessary adapters for
connecting to pipes fabricated from other material shall also be furnished, and
shall be as approved.
Asbestos cement pipe and fittings from the main sewer to property lines shall be
of the classes indicated on the drawings and shall conform to the ASTM Standard
Specification for Asbestos Cement Nonpressure Small Diameter Sewer Pipe, Designa-
tion C644, for Type II pipe. All 4-inch and 6-inch pipe shall be furnished in
maximum lengths of five (5) feet.
407.3 Handling and Cutting Pipe. The Contractor's attention is called to the
fact that asbestos cement pipe and fittings are comparatively brittle. Care
shall be taken in handling and laying pipe and fittings to avoid damaging the
pipe and fittings.
12.1.75 407-1
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.
Asbestos cement pipe shall be cut by means of a hand saw, "metal -inserted"
abrasive wheels, or by pipe cutters with blades, no rollers, doing the cutting.
All cut ends shall be examined for possible cracks caused by cutting.
407.4 Jointing Pi e and Fittin s. Pipe and fittings shall be jointed in accordance
with the latest detailed instructions of the manufacturer.
Where recommended by the manufacturer, the Contractor shall furnish coupling
pullers for jointing the pipe. Gasket feeler gauges shall be available for use
by the pipe layer and the Engineer for checking the position of the rubber
gaskets in the completed joint, if so directed by the Engineer.
407.5 Installing Pipe and Fittings. No defective pipe or fitting shall be
installed. Any piece discovered to be defective after having been laid shall be
removed and replaced with a sound piece.
Each pipe and fitting shall be cleared of all debris, dirt, etc., before being
installed and shall be kept clean until accepted in the completed work.
The pipe shall be laid to conform to the lines and grades indicated on the
drawings or given by the Engineer. Each pipe shall be so laid as to form a
close joint with the next adjoining pipe and to bring the inverts continuously
to the required grade.
Each length of pipe shall be shoved home against the pipe previously laid and
held securely in position. Joints shall not be "pulled" or "cramped" without
approval of the Engineer.
Before any joint is made, the pipe shall be checked to assure that a close joint
with the next adjoining pipe has been maintained and that the inverts are matched
and conform to the required grade. The pipe shall not be driven down to grade
by striking it.
Pipe or fittings shall not be left permanently supported on saddles or blocking,
but shall be supported by an envelope of select material.
Each pipe shall be firmly bedded in an envelope of select material. 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.
The Contractor shall take all necessary precautions to prevent flotation of the
pipe in the trench.
407-2
407.6 Temporary Plugs. When pipe laying is not in progress, the open ends
of the pipe shall be closed with temporary watertight plugs. If water is in
the trench when work is resumed, the plug shall not be removed until all
danger of water entering the pipe is eliminated.
Sewers shall not be used as conductors for trench drainage during construction.
407.7 Leakage. Leakage test procedures and allowable leakage requirements
are specified under LEAKAGE TESTS.
407-3
XO
STD
MC
WATER SERVICE CONNECTIONS
SECTION 413
Title
Page.
413.1
General . . . . . . . . . . . . . . . . .
. . 413-1
413.2
Copper Service Pipe . . . . . . . . . . .
. . 413-1
413.3
Plastic Service Pipe . . . . . . . . . .
. . 413-1
413.4
Corporation Cocks . . . . . . . . . . . .
. . 413-1
413.5
Curb Stops and Curb Boxes. . . . . . . .
. . 413-1
413.6
Frost Protection . . . . . . . . . . . .
. . 413-2
413.7
Miscellaneous Fittings . . .
413.8
Drilling, Boring, or Jacking Service
Connections . . . . . . . . . . . .
. . 413-2
413.9
Method of Installation . . . . . . . . .
. . 413-2
413.1 General. The Contractor shall furnish and install all watr>r pipe and
appurtenances as herein specified and as indicated on the drawings. Aii 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.
413.2 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.
413.3 Plastic Service Pipe. All plastic service lines used for service
connections shall be stamped NSF Agproved and shall have a minimum working
pressure rating of 160 psi at 73.4 F. All plastic pipe shall be manufactured
for use with compression fittings not requiring heat, flame, cements, solvents
or welding. Rigid stainless steel liner inserts for compression fittings on
plastic pipe shall be used. The pipe shall be plastic water service lines as
manufactured by Ethyl Corporation, Terre Haute, Indiana; or Yardley Celanese
Piping Systems, Hilliard, Ohio; or approved equal.
413.4 Corporation Cocks._ Corporation cocks for all water main service pipe
connections shall be of solid brass or bronze construction suitable for
compression type connections for copper service pipe. The corporation cocks
shall be Mueller Company Type H-15008 or RED HED Mfg. Co., Fig. 226 or the
approved equal.
413.5 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 HED Mfg. Co.
or approved equal.
Curb boxes including stationary rods, pins and miscellaneous appurtenances
shall be provided for each service connection. They shall be adjustable and
shall be installed as indicated on the drawings. Curb boxes shall be those
manufactured by Mueller Company or Clow Corporation, or approved equal.
6.03.77 413-1
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 normal operation, suitable
blocking and/or granular backfill material will be used and the connection
tested for leakage after several turnings.
413.6 Frost Protection. The normal minimum depth of service pipe shall be
le 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.
413.7 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.
413.8 Drilling, Boring, or Jacking Service Connections. All service connec-
tions, 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 Contractor shall submit his method of performing such connec-
tions for approval to the Engineer.
413.9 Method of Installation. All service connection piping shall be installed
in a suitable manner and as recommended by the manufacturer. 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 back -
fill 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.
Six extra inches per 100 feet shall be allowed for plastic pipe to compensate
for any thermal contraction. This pipe should be "snaked" slightly in the
trench to provide the additional slack.
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.
413-2
60472
10.25.77
FIRE HYDRANTS
SECTION S414
Title Page
S414.1
General
S414-1
S414.2
Hydrant Location
and*Bury Depth
S414-1
S414.3
Hydrants . . .
. . . . . . . . . . . .
. . . . S414-1
5414.4
Drain Feature on
Hydrants . . . . . . .
. . . . S414-2
S414.5
Inspection Prior
to Installation . . . .
. . . . S414-2
5414.6
Installation
. . . . . . . . .
. . . . 5414-2
S414.7
Drawings and Data
for Approval . . . . .
. . . . S414-3
S414.1 General. The Contractor shall furnish all labor, materials, tools and
equipment to install hydrants and appurtenances as indicated on the drawings and
as herein specified.
Unless otherwise specified herein, all hydrant features shall conform to the
currently accepted make and model in use in the community.
S414 2 Hydrant Location and Bury Depth. The Contractor shall determine from the
drawings the hydrant bury depth required for each hydrant location. The exact
field location of each hydrant shall be determined by the Contractor and the
Engineer prior to excavation for hydrant installation.
S414.3 Hydrants. Fire hydrants shall meet or exceed the requirements of AWWA
Standard Specification for Fire Hydrants for Ordinary Water Works Service, C502.
Fire hydrants shall also meet the following requirements:
1. Hydrant valve (inside hydrant) shall be 54 inches.
2. Outlet nozzles shall be of the following type and number:
2-22" connection and 1-4" steamer connection.
3. Thread type and size shall conform to that in use in the community.
If none, National Standard Fire Hose Coupling Screw Thread shall be
used.
4. Operating nut size and outlet cap nut size shall conform to that in
the community. If none, the nuts shall be pentagonal with dimensions
as per AWWA Spec. C502.
5. Outlet cap chains shall be furnished.
6. Traffic or break -flanges shall be provided for all hydrants. These
shall be designed to minimize damage to hydrant and operating rod and
reduce possible flooding by not disturbing main valve upon impact or
damage to hydrant body.
7. Hydrants shall open by turning operating nut in a counter -clockwise
direction, unless hydrants in general use in the community open clockwise.
C
10.25.77._ S414-1
g, Two (2) operating wrenches for operating nut and cap nuts shall
be provided under this contract.
9. One (1) hydrant seat wrench shall be provided to remove the working
parts of the hydrant.`
The fire hydrants shall be as manufactured by
S414.4 Drain Feature on Hydrants. Hydrants to be set above any potential
groundwater table shall include an automatic drain feature. This shall include
the necessary drain ring, seat and valve mechanism to automatically allow
drainage of the hydrant barrel when the hydrant valve is fully closed. The
drain ports shall be automatically closed when the operating rod is turned no
more than two full turns.
When the Engineer determines that a hydrant will be set in a possible groundwater
table, the Contractor shall install a hydrant without a drain feature. This may
be done by furnishing a drain ring without drain holes or a special ring with
threaded drain outlet which must be plugged. The method shall be at the Contractor's
option, as approved by the Engineer.
Hydrants installed without automatic drains shall have the letters "ND" painted
on the hydrant barrel in 2-inch letters just below the outlet nozzle facing the
street; the letters shall be black.
The installation of those hydrants with an automatic drain feature shall include
approximately 1/3 cu. yd. of clean crushed stone placed around the hydrant base
to a level several inches above the drain openings.
S414.5 Inspection Prior to Installation. The Contractor shall inspect all
hydrants at time of delivery for damage in shipment. Initial inspection shall
verify compliance with specifications: direction to open, size and shape of
operating nut, depth of bury, size and type of inlet connection, hydrant valve
size, outlet nozzle, sizes and configuration, and thread dimensions. After
inspection, hydrant valves shall be closed and outlet nozzle caps replaced to
prevent the entry of foreign matter prior to installation. Stored hydrants
should be covered whenever possible.
S414.6 Installation. A set -back of at least 2 feet from the curb line and 1
foot from any sidewalk to the nearest point on the hydrant shall be maintained.
The steamer nozzle, if any, shall face the street unless otherwise directed by
the Engineer. Hydrants shall be connected to water mains by 6-inch cast iron or
ductile iron pipe. Each hydrant installation shall include an auxiliary valve
between the hydrant and its supply main to permit isolation of the hydrant for
maintenance purposes. The distance between the auxiliary valve and the hydrant
body shall be uniform for all installations and shall conform to the system
presently in use in the community. All connections at hydrant installations
shall be mechanical joint connections with lead tipped gaskets.
The hydrants shall be set upon a slab of stone or concrete not less than fl-
inches thick and 15-inches square. Each hydrant shall be thrust blocked against
the undisturbed vertical face of the trench with a concrete thrust block as
indicated on the drawings.
Should soil and/or trench conditions preclude the use of a concrete thrust
block, tie rods, installed as indicated on the drawings may be used. Tie rods
10.25.77 S414-2
shall be of the size, material, and construction indicated on the drawings and
as specified by the National Fire Underwriters Codes.
The Contractor shall take special care to insure that all.hydrants are set
plumb. When hydrant installation has been completed, including surface res-
toration of the area immediately surrounding the hydrant, the Contractor shall
apply one field -coat of paint to the hydrant. Color shall be as selected by the
Owner and approved by the Engineer. The paint shall be compatible with the shop
coat and shall be as recommended by the hydrant manufacturer and as approved by
the Engineer.
S414.7 Drawings and Data for Approval. As required by the SPECIAL CONDITIONS,
the Contractor shall submit 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 the contract requirements. The
submittal shall include, but not be limited to, 1) complete exploded view of the
hydrant, 2) list of parts and the material from which the part is made, 3)
operating and maintenance instructions.
S414-3
10.25.77 •
TD
DISINFECTION OF WATER MAINS
SECTION 451
Title
E.�qe
451.1
General . . . . . . . . . . . . . . .
. . . . 451-1
451.2
Flushing . . . . . . . . . . . . . .
. . . . 451.-1
451.3
Disinfecting . . . . . . . . . . . .
. . . . 451-2
451.4
Final Flushing . . . . . . . . .
. . . . 451-3
451.5
Bacteriological Test . . . . . . . .
. . . . 451-3
451.1 General. For all work involved, the Contractor shall furnish all equipment,
materials, and labor required. The Contractor shall also furnish means for dis-
posal of water used in disinfecting and flushing water mains. All water shall be
wasted in such a manner as to eliminate 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.
451.2 Flushing. The water main shall be flushed prior to disinfection, except
when the tablet method is used (see 451.3). 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 i SIZE
IN. GPM IN. NUMBER IN.
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 13/16
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 in. hydrant out-
let nozzle will discharge approximately 1,000 gpm and a
4-1/2 in. hydrant nozzle will discharge approximately
2,500 gpm.
2.3.77
451-1
451.3 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 chlorine (gas
at atmospheric pressure), calcium hypochlorlite
granules and tablets, and sodium hypochlorite
solutions are the most common disinfectants used.
Chlorine gas and water solutions are fed into the
main being disinfected to a concentration of at
least 50 parts per million available chlorine.
To insure that the required concentration is
maintained, chlorine residuals 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.
CHLORINE REQUIRED TO PRODUCE 50 mg/l CONCENTRATION
IN 100 FT. OF PIPE - BY DIAMETER
100 per cent 1 per cent
Pipe Size Chlorine Chlorine Solutions
in. lb. qal.
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 three 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 the preliminary 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 41 F.
451-2
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 M9/1*
Length of Diameter of Pipe
Section in.
Ft. 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 3 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
manufactured by Permatex Co., Brooklyn, 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.
451.4 Final Flushing. After the applicable retention period, the heavily chlor-
inated water shall be flushed from the main until the chlorine concentration in the
water leaving the main is equal or less than that of the prevailing system or
less than 1 mg/l.
451.5 Bacteriological Test. After final flushing and before the water main is
placed in service, a sample or samples shall be collected from the end of the line
and tested for bacteriological quality and shall show an absence of coliform
organisms. 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.)
451- 3
XO
STD
MC
WATER MAIN - SEWER SEPARATION
SECTION 491
Title Page
491.1 General. . . . . . . . . . . . . . . . . . 491-1
491.2 Parallel Installations . . . . . . . . . . . 491-1
491.3 Crossings . . . . . . . . . . . . . . . . . . 491-1
491.4 Responsibility . . . . . . . . . . . . . . . 491-2
491.1 General. Where water mains and sewer lines are in the same area as
a result of work under this contract, parallel installations or crossings
of such shall conform to the requirements as set forth in "Ten State Standards"
for Water and Sewage Works and shall be constructed as shown on the drawings
and on standard detail number 408-4, and as herein specified.
In addition, all reconstruction or relocation of existing water or sewer
facilities shall be as approved by the utility. Such approval shall be
obtained for scheduling, materials, and configuration of the reconstruction
or relocation.
491.2 Parallel Installation. Under normal conditions, water mains shall have
a separation of at least 10 feet horizontally from sewers, storm drains, or manholes
whenever possible; the distance shall be measured edge -to -edge.
491.3 Crossings. Under normal conditions, water mains crossing house sewers,
storm sewers, or sanitary sewers shall be laid to provide a separation of at
least 18 inches between the bottom of the water main and the top of the sewer,
whenever possible.
8.2.77
491-1
When local conditions prevent such a vertical separation, the followinq
construction shall be used:
a. Sewers passing over or under water mains should
be constructed of materials and joints that are
equivalent to water main standards of construction,
such as cast or ductile iron pipe with push -on or
mechanical joints, or approved equal.
b. Water mains passing under sewers shall, in
addition, be protected by providing:
1. a vertical separation of at least 18 inches
between the bottom of the sewer and the top
of the water main;
2. adequate structural support for the sewers to
prevent excessive deflection of joints and
settling on and breaking the water mains;
3. that the length of water pipe be centered at
the point of crossing so that the joints will
be equivalent and as far as possible from the
sewer.
491.4 Responsibility. The Contractor shall assume the responsibility
of identifying all crossings as may exist. All crossings, whether
identified by the Engineer or the Contractor shall be constructed in
accordance with the above referenced standards and as approved by the
Engineer.
49,1-2
60472
C-2
6.09.77
LEAKAGE TESTS
SECTION S499
Title Page
S499.1 General . . . . . . . . . . . . . . . . . . . S499-1
5499.2 Allowable Limits . . . . . . . . . . . . . . . . S499-2
ng. . . . . . . .
S499.3 Water Testing . . . . . . . . . . . . . . . . . . S499-2
S499.4 Air Testing . . . . . . . . . . . . . . . . . . . S499-3
S499.5 Manhole Leakage Testing . . . . . S499-4
S499.6 Infiltration Testing . . . . . . . . . . . . . . S499-5
S499.1 General. The Contractor shall conduct leakage tests of all non -pressure
sewers, manholes, service connections and appurtenances in accordance with this
specification. Any deviation from these requirements must be requested in
writing and approved in writing by the Engineer.
Whenever possible, leakage tests will be conducted before any building con-
nections are made. There shall be no gushing or spurting streams entering the
sewer or manhole.
The Contractor shall furnish and install all necessary testing equipment and
labor for satisfactory conductance of all tests, including pumps, weirs, hose,
plugs, caps, water and appurtenances.
All testing as described herein shall be at the expense of the Contractor.
The Contractor shall record times, volumes, rates, pressures, stations, sizes,
and elevations on a form acceptable to the Engineer. A copy of all such data
on the approved forms shall be submitted to the Engineer at the completion of
testing.
If the section shall fail to pass the leakage test, the Contractor shall do
everything necessary to locate, uncover, and repair or replace the defective
pipe, fitting, or joint, all at his own expense and without extension for com-
pletion of the work. Additional tests and repairs shall be made until the
section passes the specified tests.
The Engineer may direct that leakage tests be conducted prior to backfilling
of the trench.
The Contractor shall have the option of conducting leakage tests of the sewers
by means of the water -test or the air test, in accordance with procedures de-
scribed herein. If the results of the air tests are not acceptable, the
Engineer may direct that a water test be conducted for confirmation. In any
case, all manholes must be tested by a water test.-
5.13.77 S499-1
W
S499.2 Allowable Limits. The amount of leakage acceptable for all sewer con-
struction shall be in accordance with the following schedule:
1,000 gallons per day per mile
*Note: These rates are not related to inch -diameter units.
Such rates shall. be met for every manhole to manhole section as well as the
entire project.
The rates specified above shall be applied to the sewer lines, including ser-
vice connections and laterals. Manholes must be tested in accordance with
procedures outlined elsewhere. When, in the opinion of the Engineer, the total
manhole leakage will significantly increase the total project leakage, the
Contractor may be required to construct sewer lines at a lower allowable
leakage rate.
S499.3 Water Testing. This method is also referred to as an exfiltration test.
It is a measure of leakage out of the sewer while maintaining a low pressure
on the entire sewer being tested.
The procedures shall be as follows:
a. Plug or cap all service laterals, stubs, and fittings. Place
adequate bracing to withstand thrust forces.
b. A tapped plumbers plug should be inserted in the downstream
manhole inlet sewer. The water supply connection is made at
this point, but never directly from a public water supply
system or hydrant.
C. A stand pipe is tightly connected at the upstream end of the
sewer. The height of the stand pipe shall be as directed,
but in any case shall be two feet higher than any point in
the sewer or two feet higher than the highest known ground-
water table, whichever is higher.
d. Water is added at the downstream connection in order to avoid
trapping air bubbles or pockets. The line shall be filled to
the elevation designated in the stand pipe. A manhole may be
used as a stand pipe. The Engineer may require the manholes
to be tested independently in accordance with procedures con-
tained herein.
e. Allow the line to stand with water for at least four (4)
hours. This allows air to escape and absorption to take
place.
5.13.77 S499-2
f. Fill line to reference mark and measure the drop or loss
which occurs during a fifteen (15) minute period. Main-
tain the minimum head throughout the test, adding any
volume of water required and including that volume in
the leakage measurements. Repeat test as directed.
g. Convert leakage to terms outlined in allowances specified.
Caution: The maximum head to be imposed on any sewer line shall be 25 feet.
S499.4 Air Testing. Leakage tests using low-pressure air testing methods shall
be conducted in accordance with the following procedures:
a. The maximum sewer length to be tested at one time shall
be that length between any two manholes.
b. Plug or cap and brace all service laterals, stubs, fit-
tings, and each end of the test section. Since air is
compressible, safety precautions must be made to preclude
any "blowouts" and possible injury.
C. Connect an air hose to a tapped plug used for air inlet.
The hose is connected to the air control equipment, which
shall include valves and pressure gauges. These shall
allow air to enter the sewer test line, monitor air pres-
sure in the sewer, shut-off air, provide pressure reduction
and relief. The monitoring pressure gauge shall have a
range of 0-10 psi with divisions of 0.10 psi and accuracy
of 0.05 psi +.
d. Connect the air compressor and supply air to the test
line. Fill slowly, until a constant pressure of 3.5 psig
is maintained. If the groundwater table is more than 2
feet above the sewer, additional pressure shall be supplied
as directed.
e. Maintain the pressure above 3.0 psig for at least 5 minutes
to allow the temperature to stabilize. Check all plugs
or caps for leakage and, if any is found, release pressure
and fix faulty plug.
f. After the stabilization period, adjust the pressure to
3.5 psig and disconnect air supply. Observe the gauge and,
using a stopwatch, begin timing the pressure drop when it
drops to 3.0 psig.
g. Record the time interval for the test line to drop from
3.0 psig to 2.5 psig. This time shall be compared to the
following criteria for acceptance. If the time is less
than that indicated, the section shall have failed.
5.13.77 S499-3
The minimum time required for a pressure drop from 3.0 psig to 2.5 psig using
the air test shall be 75 seconds per inch -diameter of the main sewer being
tested.
Any line tested which does not meet the above minimum time shall not have
passed the test and the line must be repaired and retested. The Contractor
may have the option of conducting a water test in accordance with these speci-
fications if the air test has failed.
S499.5 Manhole Leakage Testing. Each manhole shall be tested by means of a
water test. If the water test was used on the sewer line and the manhole
was tested with the sewer, and the line passed, the Engineer may not require
an independent manhole test. In any case, there shall be no visible leakage
into the base or walls of a completed manhole.
After the manhole has been assembled in place, all lifting holes and those
exterior joints within 6 feet of the ground surface shall be filled and pointed
with an approved non -shrinking mortar. The test shall be made prior to placing
the shelf and invert. If the groundwater table has been allowed to rise above
the bottom of the manhole, the Engineer may direct it to be lowered for the
duration of the test. All pipes and other openings into the manhole shall be
suitably plugged and the plugs braced to prevent blowout.
The manhole shall then be filled with water to the top of the cone section. A
period of time may be permitted if the Contractor so wishes, to allow for absorp-
tion. At the end of this period, the manhole shall be refilled to the top of
the cone, if necessary, and the measuring time of at least 8 hours begun. At
the end of the test period, the manhole shall be refilled to the top of the cone,
measuring the volume of water added. This amount shall be converted to a 24-hour
rate and the leakage determined on the basis of depth. The leakage for each
manhole shall not exceed one gallon per vertical foot for a 24-hour period.
Repairs by approved methods may be made, as directed by the Engineer, to bring
the leakage within the allowable rate of one gallon per foot per day. It shall
be the Contractor's responsibility to uncover the manhole, as necessary, and to
disassemble, reconstruct or replace it as directed by the Engineer. The manhole
shall then be retested and, if satisfactory, interior joints shall be filled
and pointed.
If the Contractor elects to backfill prior to testing, for any reason, it shall
be at his own risk and it shall be incumbent upon the Contractor to determine
the reason for any failure of the test. No adjustment in the leakage allowance
will be made for unknown causes such as leaking plugs, absorption, etc. i.e.,
it will be assumed that all loss of water during the test is a result of leaks
through the joints or through the concrete. Furthermore, the Contractor shall
take any steps necessary to assure the Engineer that the water table is below
the bottom of the manhole throughout the test.
If the groundwater table is above the highest joint in the manhole, and if
there is no leakage into the manhole as determined by the Engineer, such a
test can be used to evaluate the water -tightness of the manhole. However,
if the Engineer is not satisfied, the Contractor shall lower the water table
and carry out the test as described hereinbefore.
5.13.77 S499-4
S499.6 Infiltration Testing. If the groundwater table is at least two (2) feet
above any point in the sewer construction, the Engineer may allow the Contractor
to perform infiltration tests.
The Contractor, in using this method, must set up and perform accurate gagings
to satisfy the Engineer that the flow rate is correct. This may include the
use of weirs, plugs, stopwatch, pumps, or other suitable equipment to make read-
ings.
The Engineer may make a reduction in the allowable leakage rates if this testing
is not done during a time when the weather and groundwater table conditions are
not as severe as can be expected.
The Contractor may be required to install observation pipes to prove the ground-
water table is high enough to consider an infiltration test.
5.13.77 S499-5
M E M O R A N D U 14
To: John Osgood '(Qlo-3Orl
From: Steve Page
Re: Your Final Plat
Date: 1/11/79
The plan looks good and resolves most of the major issues
previously discussed. The following list is my best attempt at
wrapping up the loose ends:
A. Substantive
1. soils data
2. sewer and grater - detailed plans and oimership, including
pumping station capacity.
3. relocate Dental Health entrance to come off new street to
the south.
4. drainage on Tilley property straightened out?
5. pedestrian access - the simplest solution is to include
a sidewalk on the new city street.
6. The land to be deeded to the city should include a curving
section to the east to allow for a reasonable transition
for its continuation onto the Tilley property.
7. landscaping plans.
B. waiver request on recreation fee ($7726)
B. Details
1. specs on emergency access barrier.
2. try a different project name (we presently have Meadowood,
Ridgewood, etc.)
3. show all corner markers, outdoor lighting, easement for
existing drive at northwest corner, and more complete survev
data and momumen tation on street conveyance to city.
4. legalese - City Attorney to review condominium documents;
private road & waiver agreement to be executed.
��'R-Tc�Z.pG1L
firf
Prpartment�PL�II�SrPx'8
DORSET STREET
OFFICE OF CHIEF ENGINEER
863-6455
CITY OF SOUTH BURLINGTON, VT. January 19, 1979
Mr. Sidney Poger
Chairman City Planning Commission
1175 Williston Road
South Lurlington, Vermont 05401
Dear Mr. Poger,
On Thursday January 18,1979 Plans 1-3-79 submitted from Castlerock
Company on Pinewood Condominiums were reviewed by this office and the
following was found to be inadequate in giving proper fire protection.
1. Due to the growth of construction , the fire department must be
up graded with equipment and manpower if we are to continue
giving proper fire protectio to the city as well as new construction
approved.
2. Relocate the middle hydrant which is in front of apartments
to main road by drive leading into the parking area.
3. Carports and parking areas are to congested. We would not beable
to get fire equipment in proper location if needed , which would
mean having to have diffrent types of end more equipment.
If you have any questions please feel free to call me at 863-6455•
�Sfincerely
ames William Goddette Sr. Chief
,,�qtrr Pepartment n
DORSET STREET
OFFICE OF CHIEF ENGINEER
863-6455
CITY OF SOUTH BURLINGTON, VT. February 5, I979
Ns. Sidney Poger
Chairman City Planning Commission
1175 Williston Road
South Burlington, Vermont 05401
Dear Mr. Poger,
Cn Friday February 2, 1979 a new set of plans were submitted by
Castlerock Company on Pinewood Condominiums marked /4 January 300979
for review by this office. It is our feeling that the new design will
enable us to give proper fire protection.
It is still our feeling that because of the growth in the city
for the past two yearsthat the fire department must be upgraded if
we our to give proper fire protection to the city.
If you have any questions please feel free to call me.
Sincerely Q� n
Ccl UarJG� .
es W. Goddette Sr.
Chief
FROM
AL Stephen T
U Peter S. Sidel, Esc.
1175 Williston Road N P. 0. lox 115
:aitsfield, Vermont 05673
Soutar Burlington, Vernon-'-1 0 n on-'A0
SUBJECT Castl.erock Company DATE 3 7/ 79
MESSAGE
Bear Steve z
Please be kind enough to provide the necessary letters for Act 250
by mailing the same to me. Also, could you please confirm on the
name of Briarwood Ustatesas.soon as is practicable.
Very truty yours,
RETURN TOP..m,90� SIGNED
REPLY l=i
44 c> t fir-k t 4 i D, % V4
SIGNED :r .._,: DATE
- SEND PARTS 1 AND 3 WITH CARBON INTACT -
REDIFORMix 4$ 472 PART 3 WILL BE RETURNED WITH REPLY. POLY vnK cse seTs .v.�z
F'
r PETER S. SIDEL Attorney at Law
P.O. BOX 115, ROUTE 100
WAITSFIELD, VERMONT 05673
802-496-3277
March 7, 1979
Robert Tucker
c/o S. G. Phillips Corporation
P. O. Box 510
Waitsfield, Vermont 05673
RE: Planning Commission Permit
for Castlerock Company
Dear Bob:
This letter is to try to coordinate and finalize the details
necessary to complete the permit requirements for South
Burlington. I have enclosed a copy of the permit conditions.
In reference to those conditions by paragraph number I
consider your responsibilities to be as follows:
Paragraphs 1, 4, 5, 6, 7, 8, 11 and 14
Relative to paragraph 411, please note that there is a ninety
day limitation. This is to be done on or before May 1, 1979.
Relative to paragraph 416, please indicate to me what the
maintenance of the storm drainage facilities requires.
By copy of this letter to Michael Efraim, I am indicating to
him that he should make special note of paragraphs 9, 10, 13
and 17.
The name for the property is presently Briarwood Estates. By
copy of this letter to Steve Page I am asking his permission
to use that name.
Also, by copy of this letter to Steve Page I am asking what
his understanding is relative to part of paragraph 412 which
indicates that there should be a "private road and waiver
agreement."
TWO
Please stay in touch with me so that I can have complete
coordination of this project. If there are any questions
or difficulties, please contact me.
Very truly yours,
Peter S. Sidel
PSS/sm
Enc.
cc: Michael Efraim
Stephen Page
City of South Burlington
1175 WILLISTON ROAD
SOUTH FhJRLINGTON, VERMONT 05401
�•....•••'`f TEL. 863-2891
OFFICE OF
CITY MANAGER
WILLIAM J. SZYMANSKI
March 8, 1979
District #4 Environmental Commission
111 West Street
Essex Junction, Vermont 05452
Re: Castlerock Corporation Condominiums of Timberlane
South Burlington, Vermont
To Whom It May Concern;
The above referenced project will be served by municipal
water and sewer facilities constructed in conformance with
city standards.
WJS/b
0
Very
tjru y iyymans�ki
rs,
William J.
City Manager
r-ILJE� CF>(•- CVP5
February 70 1979
Mr. John Osgood
The Castlerock Corporation
Waitsfield, Vermont 05673
Re: "Hemlock Hills"
Dear Johns
This is to formally confirm the action of the South Burlington
Planning Commission, at its meeting of 2/6/79, in approving your
final plat for "Hemlock Hills". The minutes of the meeting are
enclosed, which specify the conditions of your approval. 6NThen
these conditions, and the applicable requirements of the Subdivision
Regulations are satisfied, building permits will be issued. Please
note the 90 day recording requirement.
Don't hesitate to call if you have any questionss we will
provide the necessary letters for Act 250 at your convenience.
Yours truly,
Stephen Page,
Planner
SP/mcg
SSP
2/6/79
SUGGESTED MOTION OF APPROVAL__
Castlerock Condominiums
I move that the South Burlington Planning Commission approve
the subdivision application of the Castlerock Company, for con-
struction of a 27 unit (two all bedrooms) condominium project, as depicted
on plan set of two pages entitled "Hemlock Hills...", drawn by R.J.
Tucker & Associates, dated 1/3/79, revision #2 of 2/79, subject to
the following stipulations:
1. The first 313 feet„of,Jt ew road extending from the end
of the Timber Lane cul-de-s 4 mix 1 city standards, the final details
of which shall be approved by the City Engineer.
tiny
2. A temporary easement for the cul-de-sac'/shall be granted to
the City.
3. An arc shaped piece of land shall be deeded to the City for
continuation of the City Street; arc radius shall be adequate for a
35 mph design speed.
4. Sewer and water mains shall be municipally owned and
maintained; final design and construction details shall be as
approved by the City Engineer' DeVro
5. Outdoor lighting shall be installed as approved by the
City Engineer. L41-�
6. The Woodland properties curb cut on the'�cul-de-sac
shall be closed in a manner acceptable to the City Engineer.
7. The final plat shall show: utility easements, drive-
way easement for the northwest corner of the Castlerock lot, full
survey data and monumentation for all conveyances to the city
(existing and proposed streets, utilities, etc.) as -ell as all
corners of both lots.
S. A recreation fee of $2116 shall be paid in proportion to
the number of units for which building permits are issued, at the
time of issuance.
". Performance bonds, in amounts to be determined by the
City Engineer, shall be posted for all required improvements,
including fire hydrants and water mains, sewer mains,-VwVtnj
, city street and sidewalk, landscaping (as re-
quired by the ordinance), storm drainage, etc.
10. The final plat shall be reviewed for conformity with these
stipulations by the Planner and recorded within 90 days.
11. Condominium by-laws must be reviewed and approved by the
City Attorney- a private road and waiver agreement, all utility
easements and other conveyances to the GCity shall be executed prior
to issuance off building permits.
SSP
2/6/79
Page 2
12. Landscaping plans must be reviewed and approved by the
Commission prior to any release of performance bonds or escrow
money.
13. Location of fire hydrants shall be as approved by the Fire Chief.
14. All utilities shall be underground.
15. Storm drainage facilities outside of the city street are to
be privately owned and maintained.
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KNIGHT CONSULTING ENGINEERS, INC.
SOILS AND STRUCTURAL ENGINEERING
P. O. Box 2304, SOUTH BURLINGTON, VT. 05401
STEPHEN C. KNIGHT, JR., P. E. TEL.: 802.863.6868
ROGER W. DORWART, P. E.
ELROY L. LANGDELL, P. E.
JOHN T. BOOTH, P. E.
DONALD J. PARKER, P. E. June 30, 1978 '
Mr. Robert Tucker
c/o S. G. Phillips Corporation
P. 0. Box 510
Waitsfield, Vt. 05673
Re: Timberlane Condominiums
Dear Bob:
As a result of our digging two test pits on June 27, 1978 at the above referenced
site, we have the following observations, conclusions, and recommendations:
1. The two test pits were dug at the east edge of the wooded area, off Hinesburg
Road. Both pits revealed a top foot to eighteen inches of organic topsoil,
underlain.by an extensive deposit of fine, silty post glacial marine sands.
Two samples were taken, both at five foot depth, and tested in our laboratory.
The resulting grain size distribution curves are enclosed.
2. Each test pit was dug to about 7 foot depth. The sand, while increasingly
wet with depth, was not completely saturated, and no groundwater inflow was
noted. The sides of the excavations caved in, making further digging diffi-
cult. This is good indication that the sand is in a relatively loose condi-
tion.
3. The soil conditions revealed by these two test pits are similar to those
observed at the site of the medical centers to the northwest constructed
in the early 70's. No serious groundwater inflow in excavation was en-
countered then; although surface drainage was poor and wet conditions
after heavy rains and spring thaws plagued the paving operations. Clay
is known to exist near the surface in thQ vicinity of Manor Woods, across
Kennedy Drive, but none has been encountered in the top ten feet in the
medical center area.
4. Based on this preliminary exploration (the dense woods prevented digging in
the proposed building area), we recommend that a tentative maximum allowable
bearing capacity of 1.0 ton per square foot be adopted for spread footings.
Once there is access to the building area, it is recommended that several
additional test pits be dug to determine if soil conditions there are dif-
ferent from those already observed.
Mr. Robert Tucker
Page 2 June 20, 1978
S. The above paragraph assumes the proposed buildings are typical maximum
two story residence structures. If there is any consideration being given
to constructing "hi -rise" buildings, it will be necessary to do deep soil
borings to explore more fully the subsoil conditions.
6. Exterior footings should be founded a minimum of five feet below outside
grade to prevent damage due to frost action. We note that the sand tested
contains 15% silt, which makes it a frost active material. A select
gravel, containing less than 5% silt (material passing a #200 sieve) should
be used under paved areas and sidewalks to minimize the amount of movement
due to frost heave.
Don't hesitate to call if there are any questions.
Very truly yours,
Roger W. Dorwart, P.E.
Enclosures
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80
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GRAIN SIZE IN MILLIMETERS
C I G^RAVEI F I C I SA��ND I f SILT or CLAY
SAMPLE WT. 253.10 -7-p.S' iEPTN, t-l"P-
C TTT TT Jl !`TTT.R T.TT T) rTn4 T." % a/T`TT.TT.n
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SAMPLE WT. 250.60
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8 16 30 50 140 270
6 2 0.6 0.2
GRAIN SIZE IN MILLIMETERS
SAND
F C I M I F
rTTT.T T.TT 7 %T7TMVD
0.06 0.02 0.006 0.002
SILT or CLAY
TP2; s' DEAN � F/NE S/!ND
4.000 .00 00.00
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99.92
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KNIGHT CONSULTING ENGINEERS, INC.
SOILS AND STRUCTURAL ENGINEERING
P. 0. BOX 2304, SOUTH BURLINGTON, VT, 05401
STEPHEN C. KNIGHT, JR., P. E.
ROGER W. DORWART, P. E.
ELROY L. LANGDELL, P. E.
JOHN T. BOOTH, P. E.
DONALD J. PARKER, P. E. June 30, 1978
Mr. Robert Tucker
c/o S. G. Phillips Corporation
P. 0. Box 510
Waitsfield, Vt. 05673
Re: Timberlane Condominiums
Dear Bob:
TEL.: 802.863.6869
As a result of our digging two test pits on June 27, 1978 at the above referenced
site, we have the following observations, conclusions, and recommendations:
1. The two test pits were dug at the east edge of the wooded area, off Hinesburg
Road. Both pits revealed a top foot to eighteen inches of organic topsoil,
underlain -by an extensive deposit of fine, silty post glacial marine sands.
Two samples were taken, both at five foot depth, and tested in our laboratory.
The resulting grain size distribution curves are enclosed.
2. Each test pit was dug to about 7 foot depth. The.sand, while increasingly
wet with depth, was not completely saturated, and no groundwater inflow was
noted. The sides of the excavations caved in, making further digging diffi-
cult. This is good indication that the sand is in a relatively loose condi-
tion.
3. The soil conditions revealed by these two test pits are similar to those
observed at the site of the medical centers to the northwest constructed
in the early 70's. No serious groundwater inflow in excavation was en-
countered7then, although surface drainage.was poor and wet conditions
after heavy rains and spring thaws plagued the paving operations. Clay
is known to exist near the surface in thQ vicinity of Manor Woods, across
Kennedy Drive, but none has been encountered in the top ten feet in the
medical center area,
4. Based on this preliminary exploration (the dense woods prevented digging in
the proposed building area), we recommend that a tentative maximum allowable
bearing capacity of 1.0 ton per square foot be adopted for spread footings.
Once there is access to the building area, it is recommended that several
additional test pits be dug to determine if soil conditions there are dif-
ferent from those already observed.
Mr. Robert Tucker
Page 2 June 20, 1978
S. The above paragraph assumes the proposed buildings are typical maximum
two story residence structures. If there is any consideration being given
to constructing "hi -rise" buildings, it will be necessary to do deep soil
borings to explore more fully the subsoil conditions.
6. Exterior footings should be founded a minimum of five feet below outside
grade to prevent damage due to frost action. We note that the sand tested
contains 15% silt, which makes it a frost active material. A select
gravel, containing less than 5% silt (material passing a #200 sieve) should
be used under paved areas and sidewalks to minimize the amount of movement
due to frost heave.
Don't hesitate to call if there are any questions.
Very truly yours,
Roger W. Dorwart, P.E.
Enclosures
RWD:rrb
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O
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v
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80
70
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�nr fl- T
6 2 0.6 0.2
GRAIN SIZE IN MILLIMETERS
SAND
F C I M I F
0.06 0.02 0.006 0.002
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10
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8.000 .00 00.00 100.00
16.000 .30 .11 99.88
30.000 1.00.39 99.60
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GRAIN SIZE IN MILLIMETERS
I M GRAVEL I I S M D
C F C F
SAMPLE WT. 250.60
CTRVR iF rTTT.T TJ'T` D rT TM T.TT 7 °/?;TM D
0.06 0.02 0.006 0.002
SILT or CLAY
TP2; s DEr'TH, F/vE SlqvD
4.000 .00 00.00
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99.92
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KNIGHT CONSULTING ENGINEERS, INC.
SOILS AND STRUCTURAL ENGINEERING
P. 0. BOX 2304, SOUTH BURLINGTON, VT. 05401
STEPHEN C. KNIGHT, JR., P. E. TEL.: 802.863.6868
ROGER W. DORwART, P. E.
ELROY L. LANGDELL. P. E. _.
JOHN T. BOOTH, P. E.
DONALD J. PARKER, P. E. June 30, 1978
Mr. Robert Tucker
c/o S. G. Phillips Corporation
P. 0. Box 510
Waitsfield, Vt. 05673
Re: Timberlane Condominiums
Dear Bob:
As a result of our digging two test pits on June 27, 1978 at the above referenced
site, we have the following observations, conclusions, and recommendations:
1. The two test pits were dug at the east edge of the wooded area, off Hinesburg
Road. Both pits revealed a top foot to eighteen inches of organic topsoil,
underlain by an extensive deposit of fine, silty post glacial marine sands.
Two samples were taken, both at five foot depth, and tested in our laboratory.
The resulting grain size distribution curves are enclosed.
2. Each test pit was dug to about 7 foot depth. The .sand, while increasingly
wet with depth, was not completely saturated, and no groundwater inflow was
noted. The sides of the excavations caved in, making further digging diffi-
cult. This is good indication that the sand is in a relatively loose condi-
tion.
3. The soil conditions revealed by these two test pits are similar to those
observed at the site of the medical centers to the northwest constructed
in the early 70's. No serious groundwater inflow in excavation was en-
countered then, although surface drainage was poor and wet conditions
after heavy rains and spring thaws plagued the paving operations. Clay
is known to exist near the surface in thQ vicinity of Manor Woods, across
Kennedy Drive, but none has been encountered in the top ten feet in the
medical center area.
4. Based on this preliminary exploration (the dense woods prevented digging in
the proposed building area), we recommend that a tentative maximum allowable
bearing capacity of 1.0 ton per square foot be adopted for spread footings.
Once there is access to the building area, it is recommended that several
additional test pits be dug to determine if soil conditions there are dif-
ferent from those already observed.
;-
Mr. Robert Tucker
Page 2 June 20, 1978
S. The above paragraph assumes the proposed buildings are typical maximum
two story residence structures. If there is any consideration being given
to constructing "hi -rise" buildings, it will be necessary to do deep soil
borings to explore more fully the subsoil conditions.
6. Exterior footings should be founded a minimum of five feet below outside
grade to prevent damage due to frost action. We note that the sand tested
contains 15% silt, which makes it a frost active material. A select
gravel, containing less than 5% silt (material passing a #200 sieve) should
be used under paved areas and sidewalks to minimize the amount of movement
due to frost heave.
Don't hesitate to call if there are any questions.
Very truly yours,
Roger W. Dorwart, P.E.
Enclosures
RWD:rrb
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O
n
9
O 100
J
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80
70
G
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30
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10
20
35
50
35
20
10
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GRAIN SIZE IN MILLIMETERS
GRAVEL SAND SILT or CLAY
C M F C M F
SAMPLE WT. 253.10 -rp j S� iEP-TI-I , t�wa SpNc)
C TT. im rTTT.T T.TT D /'TTAR T.TT %TTTTTT!n
8.000 .00 00.00 100.00
16.000 .30 .11 99.88
30.000 1.00 .39 99.60
50.000 .3
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SAMPLE WT. 250.60
crrvF If r1rhi T.rr v
2 0.6 0.2
GRAIN SIZE IN MILLIMETERS
SAND
C I M I F
rTTTA T.TT % -TV T1.Tcn
0.06 0.02 0.006 0.002
SILT or CLAY
TP2; s' DEt'T/l, FNE S171Va
4.000 .00 00.00
100.00
8.000 .20 .07
99.92
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99.84
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KNIGHT CONSULTING ENGINEERS, INC.
SOILS AND STRUCTURAL ENGINEERING
P. 0. BOX 2304, SOUTH BURLINGTON, VT. 05401
STEPHEN C. KNIGHT, JR., P. E.
ROGER W. DORWART, P. E.
ELROY L. LANGDELL, P. E.
JOHN T. BOOTH, P. E.
DONALD J. PARKER, P. E. June 30, 1978
Mr. Robert Tucker
c/o S. G. Phillips Corporation
P. 0. Box 510
Waitsfield, Vt. OS673
Re: Timberlane Condominiums
Dear Bob:
TEL.: 802.863.6868
As a result of our digging two test pits on June 27, 1978 at the above referenced
site, we have the following observations, conclusions, and recommendations:
1. The two test pits were dug at the east edge of the wooded area, off Hinesburg
Road. Both pits revealed a top foot to eighteen inches of organic topsoil,
underlain -by an extensive deposit of fine, silty post glacial marine sands.
Two samples were taken, both at five foot depth, and tested in our laboratory.
The resulting grain size distribution curves are enclosed.
2. Each test pit was dug to about 7 foot depth. The sand, while increasingly
wet with depth, was not completely saturated, and no groundwater inflow was
noted. The sides of the excavations caved in, making further digging diffi-
cult. This is good indication that the sand is in a relatively loose condi-
tion.
3. The soil conditions revealed by these two test pits are similar to those
observed at the site of the medical centers to the northwest constructed
in the early 70's. No serious groundwater inflow in excavation was en-
countered then, although surface drainage was poor and wet conditions
after heavy rains and spring thaws plagued the paving operations. Clay
is known to exist near the surface in thq vicinity of Manor Woods, across
Kennedy Drive, but none has been encountered in the top ten feet in the
medical center area.
4. Based on this preliminary exploration (the dense woods prevented digging in
the proposed building area), we recommend that a tentative maximum allowable
bearing capacity of 1.0 ton per square foot be adopted for spread footings.
Once there is access to the building area, it is recommended that several
additional test pits be dug to determine if soil conditions there are dif-
ferent from those already observed.
Mr. Robert Tucker
Page 2 June 20, 1978
S. The above paragraph assumes the proposed buildings are typical maximum
two story residence structures. If there is any consideration being given
to constructing "hi -rise" buildings, it will be necessary to do deep soil
borings to explore more fully the subsoil conditions.
6. Exterior footings should be founded a minimum of five feet below outside
grade to prevent damage due to frost action. We note that the sand tested
contains 15% silt, which makes it a frost active material. A select
gravel, containing less than 5% silt (material passing a #200 sieve) should
be used under paved areas and sidewalks to minimize the amount of movement
due to frost heave.
Don't hesitate to call if there are any questions.
Very truly yours,
Roger W. Dorwart, P.E.
Enclosures
RWD:rrb
3
a
n
v
0 100
J
N
90
80
70
c�
3 60
m
50
W
z 40
0
30
20
10
0
200
60 20 6 2 0.6 0.2
GRAIN SIZE IN MILLIMETERS
' M VEi S M D
C F C F
SAMPLE WT. 253.10
C TT7T T'r Jt r�T n,r T.Tm n fling TT o/TTT.TTn
8.000 .00 00.00 100.00
16.000 .30 .11 99.88
30.000 1.00 .39 99.60
:599.01
0.06 0.02 0.006 0.002
SILT or CLAY
�o
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10
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30
20
10
0
200
60 20 6 2 0.6 0.2
GRAIN SIZE IN MILLIMETERS
II GRAVEL F C M I SAND
C F
SAMPLE WT. 250.60
CTT'VR it rT Ml 1.TP D C17"A T." / r T hT VD
0.06 0.02 0.006 0.002
SILT or CLAY
TP2 ; s DE>'ly , FiniE SoND
4.000 .00 00.00
100.00
8.000 .20 .07
99.92
.15
99.84
10 1
20 IT,
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35
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PUBLIC HEARING
SOUTH BURLINGTON PLANNING COMMISSION
The South Burlington Planning Commission will hold a public
hearing at the South Burlington City Hall, Conference Room, 1175
Williston Road, South Burlington, Vermont on Tuesday, January 2319
197 9, at 7:30 p.m., to consider the following:
Final plat application of Woodland properties, Inc. to subdivide a
6.9 acre parcel into lots of 2.9 and 4 acres and of the Castlerock
Corporation to construct 27 condominiums on the resulting 4 acre
parcel. The proposed subdivision is bounded on the west by Timber
Lane, on the north by Timber Lane Medical Center, on the east by
lands.of Forest Park Realty, and on the `south by lands of Daniel
and Leo O'Brien, and Thelma Tilley.
Copies of the application are available
for public inspection at the South Burlington City Hall.
Sidney B. Poger,
Chairman
South Burlington
Planning Commission
1/6/79
September 18, 1978
Mr. John Osgood
The Castlerock Corporation
Waitsfield, Vermont 05673
Re: Preliminary plat approval, Castlerock Corporation
Dear John:
This is to formally confirm the action of the South Burlington
Planning Commission, at its meeting of 9/12/78, in approving the
preliminary plat of the Castlerock Corporation. The minutes of
the meeting are enclosed which specify the conditions of your
approval. When the applicable stipulations of your approval,
plus the final plat requirements, have been satisfied, a final
public hearing will be scheduled.
As you know, the width of the internal roadway, and amount
and location of parking remain to be decided at final. With re-
gard to the sidewalk, I believe a strip of land (10'?) for a
city owned and maintained sidewalk would alleviate the liability
problems locating such a walk will require some ingenuity, in-
cluding perhaps some cooperation from the folks at Timber Lane
Medical.
Please call if you have any questions.
Sincerely,
Stephen Page,
Planner
SP/mcg
1 Encl
$ 1 ho : ►
lot
C- Le-
ftAl;'Al& LVJ
SOUTH BURLINOTON SCHOOL DISTRICT
SOUTH BURLINGTON, VERMONT 05401
FREDERICK H. TUTTLE
Superintendent
LAWRENCE E. LECOURS
Assistant Superintendent
Mr. John I[. Osgood
The Castlerock Company
Warren, Vermont 05674
Dear Mr. Osgood,
OFFICE: SOUTH BURLINGTON HIGH SCH OL
550 Dorset Street
September 18, 1978
At their regular meeting on September 13, 1978, the South Burlington
School Directors voted that your project, as outlined in your letter dated
August 3, 1978, would not place an unreasonable burden on this municipality
to provide educational services.
The following school information may be of assistance as you or your
associates meet with prospective clients:
Grades K-5 Chamberlin School
White Street
South Burlington
Grades 6-8 Middle School
S00 Dorset Street
South Burlington
Grades 9-12 High School
550 Dorset Street
South Burlington
If you have any questions regarding the above, please do not hesitate to
contact me.
Sincerely yours,
Frederick }i. Tuttle
Superintendent of Schools
FHT:cl
Mr. Stephen Page
Mr. Lawrence LeCours
Mr. John Lucas
All Building Principals
M E M O R A N D U M
To: South Burlington Planning Commission
From: Steve Page, Planner
Re: Castlerock Condominiums
Date: August 4, 1978
#3 Preliminary Plat of Castlerock Condominiums
Access is proposed via a 16' private road from the end of Timber
Lane. A city street for the first segment of this road should be con-
sidered-_-- the attached sketch shows how this would fit into the over-
all street net work. The balance of the roadway should be 241, although
in the past, the Commission has required 27' (a compromise between my
recommendation of 24' and the Fire Chief's for 30'). Averaging access
has been provided to the elderly housing project.
Wal'-ways,with appropriate easements, should be provided across the
Dental Health property to Timber Lane, as well as to allow foot traffic
from the elderly housing project to reach the Timber lane medical/dental
complexes. Sidewalks paralleling the roads should be waived.
Parking allows one covered and one open space per unit which meets
ordinance requirements. Additional parking should be provided for
guests and trailers.
Power should be underground. Outdoor lighting should be shown.
Additional information should be furnished on soil load bearing cap-
acity and storm drainage. A recreation fee of $7726 will be due.
Water supply is being reviewed by the Fire Chief and 'dater Departmert
looping will be required, as well as additional hydrants. The Fire Chief's
(presently on vacation) recommendations on hydrant location, road width,
building separation, etc. will be ready for the hearing.
No Text
N-T-61 I
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M E M O R A N D U M
TO: South Burlington Planning Commission
FROM: Stephen Page, Planner
RE: Castlerock Condominiums - Review Update
DATE: 8/22/78
1. Roadway, Access
(a) first 300' to be built to city standards and dedicated
to city to be shown on final - resolved
(b) balance of roadway - decide on ownership and pavement
width - not resolved. Ve,� —77/
,(c) traffic generation - not resolved
(d) relocation of Dental Health curb cut - agreed upon - to
be shown on final plat
(e) centering of roadway within ROW - to be shown on final
plat
(f) emergency access should be widened to 24' - can be shown
on final
2. Storm Drainage
(a) internal collection system - agreed upon - to be shown
on final plat
(b) off site drainage - not resolved as yet
3. Sewage Disposal
(a) extent of improvements to pumping station is unspecified
at present, but agreed upon
(b) plant capacity is O.K.
(c) location of manholes and ownership of system is un-
determined at this point.
4. Water Supply
(a) looping of water line, plus number and location of
hydrants agreed upon - can be shown on final plat
(b) adequate pressure is dependent on construction of additiona
mains serving other projects
(c) construction timing should be coordinated with Elderly
Housing project
Memorandum
Re: Castlerock Condominiums - Review Update
8/22/78
Page 2
5. Misc.
(a) school system capacity - no response from School Board
yet, although informal indications (i.e., 1978 school census) are
that there is adequate capacity.
(b) soils data for load bearing capacity - not yet submitted
(c) recreation fee ($7726) - no request for waiver?
c--te=cac- 4�t-PeiE`C ,+i'(�-
'K WZ (d) walkways - can be shown on final plat
(e) building separations - what is the acceptable clearance?
(f) details on landscaping, outdoor lighting may come at final
�trr Prpartment �rabquartrrs
DORSET STREET
OFFICE OF CHIEF ENGINEER
863-6455
CITY OF SOUTH BURLINGTON, VT. August 10, Ig 78
SOUTH BURLINGTON CITY PLANNING COM11ITTEE
1175 WILLISTON ROAD
SOUTH BURLINGTON, VERETONT 05401
Gentlemen,
On Tuesday August 8,1978 I reviewed the plans on the Castlerock
Apartments with 14r. Robert Tucker. While reviewing the plans te
following was found to be inadequate to enable the fire department
to give proper fire protection.
1. Main roads should be at least 30 feet wide .
2. There must be at least 3 hydrants installed.
3. Water system must be looped.
Buildings are to close to each other.
If you have any questions please feel free to call me at 863-6455.
Sincerely ��G*�
98=-L
,('y Z • � �1
W. Goddette Sr. Chief
r
40'X 70 'ROW N /F MEDIPROP INC.
to Waadlond .Hop� ( parcel number 3)
c
• 32/. 00 "
00.flo
254.00
46
1
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PARCEL "A
PA RC,EL
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,'� 4 04 Acl
I Z
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W
90 60 r ROW Oo : ° 4 Qi 0 ,,
32/. 00 " op 635.95
lP
(found)
NOTES
See survey plot "Forest Pork Reo/ty Corp. by
W. A. Robenstein, dated April 1972, recorded
of Vol. 107, Page 88 of the South Burlington
Land Records.
I
1
I certify that the inforrnotion shown
hereon is based on a transit and
tape survey of evidence noted as
found" and other data has been
calculated from previous survey.
(see note)
i
GRAPHIC ;CALE
0 /00 400 390
E
VAUG
C1
EW T6N
.415
400 FFE T
2
m
W
EENNE'DY
08!5
QsrgTE SITE
LOCUS MAP
PLAT SHOWING DIVISION OF
LAND OF
WOODLAND PROPER77ES INC
SOU TH BURL ING TON,
VE RMONT
GREEN MOUNTAIN
SCALE
/"_ /00"
DRAWN
V. C.B.
SURVEYS
SURVEYED BY
CHECKED
GMS
M.A.M.
ESSEX JUNCTION
VERMONT
PROD. NO.
8700/
DATE
IZ-07-78
d
CITY OF SOUTH BURLINGTON
1
Subdivision Application - PRELIMINARY PLAT
1) Name ',Of Applicant Cg=�
2) Name of Subdivision Mncn� A&t NIut-N5
3) Describe Subdivision (i.e. total acreage, number of lots or
units, type of land use, include gross floor area if comm-
W&MM 0 „ ��
4) Indicate any changes to name, address, or phone number of
owner of record,applicant, or contact person since sketch
plan application: _ N
5. Name, address, and phone number of:
a. Engineer )&�c.uj - jiLZ
b . Surveyor �i�_ a�x �) , "--TC,c-► r�r ,6.. ►ram-e�-�
C. Attorney
�. Plat Designer LrT�rt���__ `►Z_.S. k ��
-2-
6) Indicate any changes to the subdivision such as number of lots
or units, property lines, applicant's legal interest in the
property, etc., since this proposal was last before the
Commission: I ew(-0
7) List names and mailing addresses of owners of record of all cont-
i . I
igous properties: *e,6kse%uy� c r1 �[�,1�E�5 ,►►x, c xr2�44, t a��l - ,�T.
`tT.
'7T l CL n►.,o.. L 'T( L c ` i [' u I I-5=U Q9. (2 O, I `5a I8u ML
K r,
8) State title, drawing number, date o gin l�plus any revisions,
and designers) of the preliminary maps) accompanying this appli-
ca t ion : -F ,'h )U _ k-h-U a ►►..>t c)'"NS
9) Attach 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 Preliminary Plat.
3) Number of acres within the proposed subdivision, location
of property lines, structures, watercourses, wooded areas,
and other essential existing physical features.
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 sewars and �-ater
mains, culverts and r;-ins 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
e
-3-
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 Geological 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 trz.ct by a licensed land
surveyor.
9) Numerical and graphic scale, crate and true north arrow.
10) Details of proposed connection with existing water supply
or alternative mans of providing water supply to the
proposed subdivision.
11) Details of proposed connection with the existing sanitary
sewace disposal system or adequate provision for on -site
disposal of septic wastes.
12) If on -site sewage disposal system is proposed location
and results of tests to ascertain subsurface �voil, rock
and ground water conditions, depth to cround water unless
pits are dry at depth of five feet; location and 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 lay-
out 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.
16) All parcels of land proposed to be dedicated or reserved
for public use and the conditions of such dedication or
reservation.
10) Developmental timetable (including number of phases, and start
and completion dates) uc,�_ L3 ��� ��,���� r 4,Jr,�.rcT
�y L-Ci-� l N � Dc�•YS U 1S �� P tz• �V'!�. ��y�..af�—T �IC3tL �� iZ M � C ��
11) List the waivers applicant desires from the requirements
of these regulations: klpwt;� _
-4-
12) 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 ot•mers of all adjacent parcels of land, namely,
those directly abutting or directly across any street ad-
joining 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 subdivision and to the adjacent
properties as designated in paragraph 1 above.
3) An outline of the platted area together
system znd an indication of the future
system of the remaining portion of the
Preliminary Plat sulanitted covers only -
divider's entire holding.
with its street
probable street
tract, if the
part of the sub -
(signature) applicant br contact person cat
�.astlerock Condominiums
This proposal entails of the division of a partially dowlop,-..-e
7 acre lot in two lots of 4 and 3 acres, and the construction of
27 condominiiriis on the resulting vacant lot of 4 acres.
The site is generally leA and coverer: with a stand of mature
mixed here and softwoods. A -substantial portion of the sit (� is
quite wet - plans for surface and subsurface drainage mr�rit special
attention.
Access to the proposed lot is via a private road extending
from Timber Lane (public). IL-ftension of a city street to t1l-le new
lot may be warranted.
Utiliti�;!s are adjacent to the site - I uneerstend there is
prcsently a problem with lol.,i water pressure in this area. T-I,oulf:,
prefer to see some minor relocation of b1taildings and parking to
provide a buffer around the entire perimeter - this might also
he accomplished with berms, plantings, or fencing. Further changes
are suggested by the layout of the approved elderly housing pr6jedt
to the east, including a possible emergency access, a pedestxian
path, and a slight reorientation of the buildings and parking at the
east end of the property.
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Castlerock Condominiums
Date: August 22, 1978
Drainage:
The site drains in a south westerly direction to a level
marshey area of approximately, 3 or 4 acres, on land of Tilley,
and a portion of the proposed Twin Oakes development. This
marshy area then drains southerly toward the interstate
highway, to a tributary of Potosh Brook. It is across this
marshy area that a swaleshould be cut to provide a defined
drainageway.
Sewerage:
Test will be made to determine the capacity of the pumps
at the Timberlane pumping station. If it is determined,they
will not handle the extra flow the developer will be required
to modify the existing pumps or install larger ones.
R
e
s
pectful y mitted.
William J. anski.
City Manager
WJY/cy
T�.
�c-itcc)L-
C-t"(=TFL-.eZ Octe..
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CtOOUR
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J.
ell.
ter, I I Amor-
41�
M E M O R A N D U M
To: Bill Szymanski, J7im Goddette
From: South Burlington Planning Commission
Re: Planning Commission reactions to your recommendations
for Castlerock Condominiums
Date: 8/24/78
All of your recommendations have been accepted in their
entirety with the following exceptions:
1. Road width and ownership - based on past precedants in cluster
developments, and the provision of adequate off-street parking
(2 spaces per unit) the Commission is inclined towards approving ,S,
24' or 27' wide private road. However, the developer has indicated
he would prefer, if this is the final decision, to go with a 30'
street, privately owned, and reduce the off-street parking to the
minimum required by the ordinance (1� spaces per unit).
The Commission is also considering a 24' wide road withzspaces
per unit off-street parking.
2. Building separations - it is the Commission's understanding that
the developer and the Fire Chief will reach an agreement on adequate
building separations, based on exposed fire wall ratings.
'*-7TVO
?.ac3o 0 r, I �I"'`n75
MEMORANDUM
To: South Burlington Planning Commission
From: Steve Page, Planner
Re: Castlerock Condominiums r
Date: August 4, 1978
#3 Preliminary Plat of Castlerock Condominiums
Access is proposed via a 16' private road from the end of Timber
Lane. A city street for the first segment of this road should be con-
sidered - the attached sketch shows how this would fit into the over-
all street net work. The balance of the roadway should be 241, although
in the past, the Commission has required 27' (a compromise between my
recommendation of 24' and the Fire Chief's for 30'). Averaging access
has been provided to the elderly housing project.
lal'ways,with appropriate easements, should be provided across the
Dental Health property to Timber Lane, as well as to allow foot traffic
from the elderly housing project to reach the Timber lane medical/dental
complexes. Sidewalks paralleling the roads should be waived.
Parking allows one covered and one open space per unit which meets
ordinance requirements. Additional parking should be provided for
guests and trailers.
Power should be underground. Outdoor lighting should be shown.
Additional information should be furnished on soil load bearing cap-
acity and storm drainage. A recreation fee of $7726 will be due.
Water supply is being reviewed by the Fire Chief and Water Departmert
looping will be required, as well as additional hydrants. The Fire Chief'E
(presently on vacation) recommendations•on hydrant location, road width,
building separation, etc. will be ready for the hearing.
M E M O R A N D UM
TO: South Burlington Planning Commission
FROM: Stephen Page, Planner
RE: Castlerock Condominiums - Review Update
DATE: 8/ 22/78
1. Roadway, Access
(a) first 300' to be built to city standards and dedicated
to city to be shown on final - resolved
(b) balance of roadway - decide on ownership and pavement
width - not resolved.
(c) traffic generation - not resolved
(d) relocation of Dental Health curb cut - agreed upon - to
be shown on final plat
(e) centering of roadway within ROW - to be shown on final
plat
(f) emergency access should be widened to 241 - can be shown
on final
2. Storm Drainage
(a) internal collection system - agreed upon - to be shown
on final plat
(b) off site drainage - not resolved as yet
3. Sewage Disposal
(a) extent of improvements to pumping station is unspecified
at present, but agreed upon
(b) plant capacity is O.K.
(c) location of manholes and ownership of system is un-
determined at this point.
4. Water Supply
(a) looping of water line, plus number and location of
hydrants agreed upon - can be shown on final plat
(b) adequate pressure is dependent on construction of additional
mains serving other projects
(c) construction timing should be coordinated with Elderly
Housing project
Memorandum
Re: Castlerock Condominiums - Review Update
8/22/78
Page 2
5. Misc.
(a) school system capacity - no response from School Board
yet, although informal indications (i.e., 1978 school census) are
that there is adequate capacity.
(b) soils data for load bearing capacity - not yet submitted
(c) recreation fee ($7726) - no request for waiver?
(d)
walkways
- can be shown
on final plat
(e)
building
separations -
what is the acceptable clearance?
(f)
details
on landscaping,
outdoor lighting may come at final
TO: Planning Commission
FROM: William Szymanski, City Manager
RE: Timber Lane Sewage Pumping Station
DATE: February 6, 1979
The pumping station was designed to accomodate the original
subdivision which includes the proposed so called Castlerock project,
the existing dential offices, Forest Park Housing development and
the Aesculapius Medical Center.
The station has two 200 gal. per minute pumps with a present
flow of approximately 50 g.p.m. This project (Castlerock) will add
approximately 24 g.p.m. additional flow.
Upgrading of this pumping station to meet current state
standard may be required if the area to be serviced is beyond the
origninal score of the approved subdivision.
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Pinewood Condominiums
Date: January 23, 1979
1. Curbs are to be installed where Dental Center drive is
relocated.
2. Drainage culvert at approximately station 2 + 50 to in-
clude inlets.
3. Curbs to continue to property line with temporary turnaround
on development site.
4. R.O.W. for future extension of street easterly shall be
sufficient to construct a street with a reverse curve for a 35
m.p.h. design street.
5. When street is extended easterly, entrance to this develop-
ment should be relocated to intercept the extended street at 90?
Provisions shall be made to allow for this relocation.
6. Water main shall be installed off future street 5' back
of curb. Plans to be reviewed by Water Deptartment.
7. Drainage pipe shall be concrete or asbestos cement.
M E M O R A N D U M
To: Planning Commission
From:William J. Szymanski
Re: Timberlane Condominiums
Date:August 4, 1978
Road:
1. The entrance road should be centered within the rights -of -way. v('--
2. The connection to the end of Timberlane can be improved by
relocating the dental center exit drive on to this new road.—
3. I would recommend that the street be built to City standards.
i� That is: curbs, drainage collection system and paved width
of 30 feet. ( J
4. There should be an internal storm water collection system
especially in complex clusters instead of depending entirely
on surface runoff.
5. All storm water is concentrated to the end of Timberlane.
The topo must be expanded to show where the flow continues,
and if it continues on to another development to the west,
can it be handled? This area is a potential problem area
and must be looked into carefully.
6. The Timberlane sidewalk hould be extended to this development;,~
and there should be a internal walkway system tied into the
Senior Citizen development.
Sanitary Sewers:
1. All manholes must be in an area that is readily accessible at
all times, such as in roads and parking areas.
2. Pumping station and sewer plant capacities will be levaluated OE --
to see if they can accommodate this project.`
Water:
— 1. Water Department to review layout of mains and the Fire Chief
to review the hydrant layout.
2. I would recommend that the proposed main be looped into the
Timberlane main and the tie-in into the elderly housing project
be installed before they complete their parking areas, walkways
and landscaping.
3. The adequacy of the water supply is contingent upon the comple-
tion of the water mains serving other projects planned for
the area.
Respectfully submitted,
William J. Szymanski.
City Manager
M E M O R A N D U M
To: South Burlington Planning Commission
From: William J. Szymanski, City Manager
Re: Castlerock Condominiums
Date: August 22, 1978
Drainage:
The site drains in a south westerly direction to a level
marshey area of approximately, 3 or 4 acres, on land of Tilley,
and a portion of the proposed Twin Oakes development. This
marshy area then drains southerly toward the interstate
highway, to a tributary of Potosh Brook. It is across this
marshy area that a swaleshould be cut to provide a defined
drainageway.
Sewerage:
Test will be made to determine the capacity of the pumps
at the Timberlane pumping station. If it is determined,they
will not handle the extra flow the developer will be required
to modify the existing pumps or install larger ones.
,Respectful y mitted.1117
William J. anski.
City Manage
WJY/cy
F. G .
',f� //`►NUTS � 5 (Z3 (�
5 `- WV.A ' -4*4
ex{,{�ffi
{�`H►OItiK--t �►l�t�P1ti,�� :-iiUe��l,.c�� �� Ems,
a4
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LYTTLE & KEEFE ARCHITECTS, INC.
12 April 1978
Mr. Stephen Page
Zoning Administrator
City Hall
1175 Williston Road
South Burlington, VT 05401
Dear Steve:
Jonathan B. Lyttle AIA
Dennis H. Keefe AIA
Enclosed are two copies of the sketch plan for Castlerock
Company proposed housing on Timber Lane. If any additional
information is needed at this time please let me, John or
Carl know. I enjoyed meeting you yesterday and hope that
we have a chance to work together.
Sincerely,
H
Jonathan . Lyttle
encl:
cc: Castlerock Co.
162 Boylston Street Boston, Massachusetts 02116 617.482.5859
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p 40 •X 70 • ROW N /F MED/PROP INC
to Woodland Prop. ( parcel number 3)
/ P. (found) Cl)
321. 00 , 0 254. 00 ' , 00 Q h
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1
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(found)
00
90 60 ' ROW oo : op .,
321.00 , qP 635.95
OR%
NOTES
See survey plot
"Forest Pork Realty Corp. " by
1 certify that the information shown
W. A. Robenstein,
dated April 1972, recorded
hereon is based on a transit and
at Vol 107, Page
86 of the South Burlington
tope survey of evidence noted os
Land Records.
found • and other data has been
calculated from previous survey.
(see note)
ttt^n►n ..• �,
PLAT SHOWING DIVISION
OF
LAND OF
�,Q VA s
r
WOC1 V-AAV PROPERTIES
INC
TON =
.415 jY
SOU TH BURL ING TON,
VERMONT
4,``'��
� S i) i•: �av�
GRAPHIC SCALE
GREEN MOUNTAIN
SCALE
/',= /00 •
DRAWN
V. C. B.
SURVEYS
SURVEYED BY
CHECKED
-- _- - - —
- -- _
-- -- ---
---
—
ESSEx JUNCTION
GMS
M. A.M.
/00 50
0 /00 200
300 400 FEET
v.ERMONT
PROD. NO.
DATE
B7001
/2-07-,
� i N U. S. A. NORTHEAST SUPPI. Y CORP.
p I 'A 70 ' ROW N /F MEDIPROP INC.
Woodland Pr p• ( parcel number 3)
O
S � �
• 321.00 , 254.00
101,
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i 90
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PAPCE_L "APARCEL
- 2.9 1 : re' ,` 4.04 Ace
I b h
fn
W
00
op
90 60 ' ROW oo :OP �b -,
32l. OO 635.95
LP.
(found)
NOTES
See survey plot "Forest Pork Realty Corp. by
W. A. Robenstein, doted April 1972, recorded
of Vol. 107, Page 88 of the South Burlington
Land Records.
GRAPHIC SCAL E
I certify that the information shown
hereon is based on a transit and
tape survey of evidence noted as
found and other data has been
calculated from previous survey.
(see note)
/00 50 0 /00 200 _ 300
400 FEET
s�
o -�o
� c
� E
RIJ
D
'ENNED y
QSTOTf S/TE
89
LOCUS MAP
PLAT SHOWING DIVISION OF
L A ND OF
WOOMAND PROPER77ES INC
SOU TH BURL ING TON,
VERMON T
GREEN MOUNTAIN
SURVEYS
ESSEX JUNCTION
VERMONT
SCALE
DRAWN
/ "x /DO
V. C. B.
SURVEYED BY
CHECKEI
GMS
M. A.M.
PROJ. NO.
DATE
87001
/2-07-