HomeMy WebLinkAbout0000 FULLERS MARSH ROAD - Health J
�I
TOWN OF BARNSTABLE
�FTHET�
OFFICE OF
i 31iaa9TAM i BOARD OF HEALTH
MASIL
r 039 m� •367 MAIN STREET
t
cImp"( HYANNIS, MASS.02601
August 21, 2001
William Belden RE: Definitive plan of land in Cotuit
Chairman, Planning Board Petitioner: Robert & Veronica Powers
Town Hall Assessor's Map 6, Pcl. 46
Hyannis, Ma 02601 Engineer: Down Cape Engineering, Inc.
Date: May 30, 2001
! Dear Mr. Belden:
I
i The Board of Health has reviewed this definitive subdivision plan in Cotuit and makes the
following recommendations:
I
The developer must provide public water to each and every lot in this subdivision
identified on the submitted plan dated April 11, 2001 identified as PL. BD. #794 in
Cotuit, for Robert and Veronica Powers. Public water lines and all connections
must meet specifications and/or rules and regulations of the local water
department.
I
Each septic system shall be located within the prescribed boundaries of each individual
lot.
All septic systems shall be located as most distant as possible from the wetlands.within
each Pot. The. developer shall have recorded on the deed that variances from Title 5,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town. of
Barnstable Health Regulations whichever Is more stringent, will not be granted on any lot
in this subdivision.
A percolation test must be made on the lot at leaching site, before a Disposal Works
Construction Permit will be issued. Maximum ground water elevations must be
determined by using data available from the United States Geological Survey -Probable
High groundwater Levels on Cape Cod, Mass. Each proposed septic system must
conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of
Barnstable Rules and Regulations.
All tree stumps, brush and building debris removed when clearing lots or roads must be
disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps Is
an acceptable alternative. Burial on site is prohibited.
conover
Any lawn area created must be covered by at least four (4) inches of loam.
The applicant must receive an Order of Conditions from the Conservation Commission, If
applicable.
Prior to Board of Health approval of each building permit, the sewage system and water
supply must conform to 310 CMR 15.0.0, the.State Environmental Code, Title 5, or Town
Health Regulations, whichever is more stringent.
Sincerely yours,
usan G. R s , R.S., irperson
Sumner Kaufman, MSPH
4ay NAMiller, M.D.
Board of Health
Town of Barnstable
SGR/bcs
Copy: Robert Veronica Powers
Down Cape Engineering, Inc.
Town Clerk
Health Department
Cotuit Fire District
Conservation Commission
tel.(508)362-4541
939 main street rt 6a
fax(508)362-9880
yarmouth port
• mass 02675 down cope en�ineerin�
civil engineers& land surveyors
structural design
Arne H.Ojala P.E., P.L.S.
Daniel A.Ojala, P.L.S.
land court July 09, 2001
surveys
site planning Town of Barnstable
Planning Board
230 South Street
sewage system Hyannis, Ma 02601
designs
Re: Subdivision plan filed for Robert & Veronica Powers
#794
inspections
Dear Planning Board Members :
permits On behalf of our clients, Robert & Veronica Powers, Down
Cape Engineering, Inc. asks for a waiver of the following
subdivision requirements pursuant to Section 2-3.2 of the
Barnstable Subdivision Rules and Regulations for the above
referenced project. The intent being to maintain the rural
character of the surrounding lots .
Specifically:
1) That the width of traveled way be reduced to
14'wide. (4-2 .2 (1) )
2) That the bituminous concrete required be replaced
with gravel . (5-9. 1) . and the curbing eliminated
(5-11 . 1) .
3) That the length of road improvements be as shown
on the definitive plan submitted.
r II
Regarding these variances reference is made to the memo
dated December 4, 2000 to the Planning Board from the
Cotuit Fire Department .
Sincerely yours,`
r
Arne Ojala, P.L.S. , P.E.
I
FRF rn2 2001
nIABLE
DEPT.
TOWN OF BARNSTABLE SUBDIVISION RULES AND, REGULATIONS
FORM E
DESIGNER'S CERTIFICATE
L- - - I
Date: _ SU LY 12
Subdivision # : 79 ANR
To the Planning Board in the Town of Barnstable:
In preparing the plan entitled: DFr-1,Ut71 vE-001V151G1,.%.00P-
Qb9EC.T,T t-YF.Qo# cA A.Po 1Na RS , and dated M-^Y. 30) _2o01_ ,
I A.uty e_. 017-1a,_,l , of company: Anwil cG e g n tz KIMa ,
address : ct39 Iyla',n Sr. `/a rmouy n M a . tel:_ScS� q4 z-
hereby certify that the above named plan and accompanying data
are true and correct to the accuracy required by the current Town
of Barnstable Subdivision Rules and Regulations and the rules of
the Massachusetts Registries of Deeds, and that my source of
information about the location of boundaries shown on said plan
were one or more of the following: p
1 . Deed from Bcz,r>7a,rGt- f . c ir"L c4eA to 0
dated Ocr. zs. I q 9q and recorded in the Barnstable Registry
in Book 1 Z-�'3 , Page Z73
2 . Other deeds and plans, as follows PL-A,tJ E K-. 19 -G 143
3 . Oral information furnished by
4 . Actual measurement on the ground from a starting point
established by ow a a
5 . Other sources
Registered Land Surveyor
--- 1�T,� i;" of
Name: Ae z Mgfrgr
Address : 9.,; ci ARNE
M•A o� H. 1
A Z.M 0 rrr N - OdAtA
Phone: - 4 / ° No:26
Registration # : Eesyoj 4 eal
Signature: 11 �s%y41 `kNcS�Q
Professional Engineer
Name: M L `1H Of M,q
Address: ARNE HOJA
.
ss
Phone: CDCIV� ,
Registration # : U7 n i� `@
Signature: �+ q p Q
oe ECISTER`�
f�/OkAI E��\�
k
TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS
FORM C
DEFINITIVE SUBDIVISION PLAN - SUBMISSION CHECKLIST
This form must be completed by the plan preparer, signed and
dated and returned with a completed copy of Form C attached and
the appropriate filing fee. For the complete submission
requirements see Section 3-6 of the Subdivision Rules and
Regulations.
3.
a�
PLEASE CHECK EACH ITEM:
Two copies of the completed Form C and Form C
Checklist.
►� Filing Fee paid
One copy of the completed Form E. •
V1 A compatible electronic file of the plan. (For more :
s;
/ information, contact the Planning Board's Engineer) .
Y A list of all abutters, with addresses, from the most
recent tax list.
Any request for waivers of strict
compliance to these
/ Rules and Regulations.
Location of soil test sites and data obtained from
them. �
Boring log and soil classification from proposed
manhole and catch basin sites.
_ -
�''� fr Calculations for the determination of waterway openings
to justify culvert and drain sizes.
f`
V Drainage calculations.
Nine copies of the Environmental Analysis Report, when n§
required.
Engineer's report outlining maintenance. =�
�` '"` Tree map (see Section 3-1 . 6 ) -_ -
j Report from the Cape Cod Commission, if any.
Ten copies of the plan at a scale of 1" = 100 ' .
V Six copies of the Definitive Plan containing the
P g
following information:
SHEET S) -A
Scale of 1" = 40 ' , sheets not to exceed 24" by
36" .
JSubdivision name and number, north arrow, date,
scale, legend, and the words "Definitive Plan" .
✓' Key ma at 1" = 1 000 '
P
Below the key map the assessor's map and parcel
number(s) , zoning district(s) , zoning overlay
district(s) ,and zoning area, frontage and width
requirements.
Names of record owner, applicant and plan
preparer.
4 Subdivision boundaries , adjacent property lines
/ and abutters.
Y Zoning district, Zoning Overlay GP and WP
District, and Fire District lines which pass
through the property.
Existing and proposed streets, ways, easements,
public areas, and width of paving. Names of
streets in pencil until approved by the Board's
Engineer.
Sufficient data to determine readily the location,
direction and length of every street and way line,
easements, lot line and boundary line, and to
establish these lines on the ground.
JLocation of all monuments, existing and proposed.
The location of any existing buildings and stone
1/ walls.
" The location of wetlands, surface water bodies.
Area of each lot in square feet and acres. Area
of wetlands within each lot. Net area of wetlands
within each lot in square feet and acres.
Lot shape calculations noted on each lot.
Note: "Approval of this plan subject to
compliance with covenant to be recorded herewith. "
Space for the Board's signatures and Town Clerk's
Certification of no appeal .
SHEET B
A separate reproducible copy of the plan showing:
s Below the key map, the total number of linear
feet, measured along the centerline, for each
street proposed on the plan. Gross area of roads
and cul-de-sacs in sq. ft. and acres.
Lot numbers and street numbers enclosed in a
square (the Town Engineer will furnish street
numbers ) .
Coordinates of all property corners, lot corners,
street line changes in direction, tied in to Mass .
Planner Coordinate System
SHEET C.
A sepa ate reproducible copy of the plan showing:
Location, name, legal status and width of right-
of-way and paved surface of streets bounding,
approaching, or within reasonable proximity of the
subdivision. r
Top and toe of proposed slopes adjacent to the
proposed roadway
JSlopes in excess of 10%, slopes with severe slope
characteristics for building sites according to
the Soil Conservation Service.
Road centerline stationing, referenced to the
street plans and profiles.
Existing and proposed contours at two foot
intervals, extending beyond boundaries of
subdivision to indicate effect on abutting
property. Two bench marks .
Sight distances, see Section 3-1 .4 .
V Drainage systems existing and proposed,
delineation of watersheds; water to and from the
site.
Erosion and sediment control plan including
temporary drainage facilities .
✓ Location of wetlands and surface waterbodies,
within 200 feet of the subdivision boundary lines.
✓' Existing water mains , utilities, sewers and
utility poles within and adjoining the
/ subdivision.
Separate plans and profiles of every street, showing
the following data:
✓ Horizontal scale of 1" = 40 ' . Vertical scale of
1" = 4 ' .
Existing centerline profile lines, lines of
sidelines.
Finished design profile: elevations every 50 feet,
/ 25 feet on vertical curves.
`+ Elevations related to mean sea level.
Profiles and cross sections of drainage including
swales, retention basins, catch basins, manholes
and proposed invert and pipe sizes . The location
of drainage easements and any surface water body
or wetland, and the height of groundwater.
f
Existing walks and driveways.
✓ Rates of gradient shown by figures for roadways
and drainage.
Location of , gas , water, sewer, electric,
telephone, cablevision and other utilities
including utility poles. Any conflict between
existing utilities and proposed construction.
✓ Two bench-marks
N Cross section of roadway at 50 foot intervals
showing existing and proposed grades, top and toe
of slopes, pavement thickness, width and gravel
base. Utilities.
Spot elevations on gutters, center lines of corner
roundings at street intersections and cul-de-sacs.
Proposed traffic signs and markings.
SHEET D A sketch plan showing the approximate layout of
streets of any remaining land owned by the
applicant or purchaser of the land, unless a
subdivision plan has been submitted to the
Planning Board.
Signature of 2Reistered and Surve or or Registered Engineer:
Company/Firm: UJ4 CcLOe
Address : 7,31 vre O zG 7
Telephone: Sc. Date: "
Certification: Certification # :
1
I
TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS
FORM C
APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN
Date: -Sy L-t 12 , Zoo 1
Subdivision #: '7 q q.
s
To the Planning Board in the Town of Barnstable:
The 'undersigned authorized applicant(s) or owner(s) of all the
land shown on the accompanying Definitive Subdivision plan
located and described as follows :
Plan Title: Daf-ttAtr,y& S06yjjZjSt0N RP. nt ov L.A n iN ,rvs-r
�A2NSAA1-.t M A�S�_ � PhQt= D FG j�A- T rT 9S 11�' dNtCA
A. Po w e.tz.--,
Plan Date: hol 4.001
Assessor's Map and Parcel Number( s) : M A-p
zoning: R,P= Area: Number of Lots: 7
Drawn By: AoLun
Address: 93q rA0-*%Y%' T.
zG
Phone: So 9 Z- 45 4/
hereby submits such plan as a Definitive Subdivision plan in
accordance with the Rules and Regulations of the Barnstable
Planning Board. .
The undersigned's title to said land is derived as follows:
he —t1 1Z IF-(7-QfZ-M>r--'[> 1:� oo kf 1 ZAS ter, Pa.c 7-73
J
PLEASE COMPLETE THE FOLLOWING
1. Access to the development is proposed from the following
street(s) : R n 1'r�sn� ���ler N�ara�j �oac�
S0.riT y►7 2oQ(�1
2. Have any of the proposed access roads been designated as
Scenic Roads? yes f no
F If yes, which one( s) ?
3. The development will be served by:
V Town Water Supply
Private Wells
Town Sewers
On-Site Sewage Disposal Systems
Package Sewage Treatment Facility
4 . Is any part of the development within the following Zoning
Groundwater Protection Overlay Districts?
GP zone yes no WP zone yes no
5 . Are there:
a. Any wetlands or inland water bodies on this site?
Vyes total acreage no
b. Wetlands or inland waterbodies within 200 feet of the
perimeter of the subdivision?
yes no
6 . Is any of the site within the FEMA 100 year flood plain?
yes no
100 - 500 year flood plain?
yes _& no
100 year Velocity Zone?
yes ✓ no
7 . Is the subdivision in an Historic District?
yes no
8. In a District of Critical Planning Concern as designated by
the Cape Cod Commission yes _// no
r
vni
i
9 . In a Location within a Critical Habitat as designated by the
APCC 1990 publication "Cape Cod Critical Habitats Atlas"
yes ✓ no
To the best o my knowledge the information su itted herewith is
co lete and acclrate.
X ��tl It-
Signa 9L
tt
Owner Addr s Telephone
Signature of Owner Address Telephone
Signature of Address . Telephone
Authorized Applicant
Applicant's Authorization:
Received by Town Clerk:
Date: Time: Fee:
Signature:
Please make check payable to the Town of Barnstable
Received by Board of Health:
Date: Time:
Signature:
a
i
'r Town of Barnstable
OF THE T�
r �
Board of Health
+ BARNSfABLE.
9 MSS. $ 367 Main Street,Hyannis MA 02601
i639' ♦0
RFD MA'S A
Office: 508-862-4644 Susan G.Rask,R
FAX: 508-775-3344 Ralph A.Murphy
Sumner Kaufman.
December 7, 2000
Mr. Raymond Lang RE: Preliminary plan of land in Cotuit
Chairman, Planning Board Partitioner: Robert & Veronica Powers
Barnstable Town Hall Assessor's Map: 6, Parcel 46
Hyannis, MA 02601 Engineer: Down Cape Engineering, Inc.
Date: November 8, 2000
Dear Mr. Lang:
The Board of Health has reviewed this preliminary subdivision plan in Cotuit, and
makes the following recommendations:
The developer must provide public water to each and every lot in this subdivision
identified on the submitted plan dated November 8, 2000, identified as PL. BD.
#794, plan of land in Cotuit, Massachusetts, as prepared for Robert and
Veronica Powers. Public water lines and all connections must meet
specifications and/or rules and regulations of the local water department.
Each septic system shall be located within the prescribed boundaries of each
individual lot.
All septic systems shall be located as most distant as possible from the wetlands
within each lot. The developer shall have recorded on the deed that variances
from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary
Sewage, or the Town of Barnstable Health Regulations whichever is more
stringent, will not be granted on any lot in this subdivision.
A percolation test must be made on the lot at leaching site, before a Disposal
Works Construction Permit will be issued. Maximum groundwater elevations
must be determined by using data available from the United States Geological
Survey - Probable High groundwater Levels on Cape Cod, Mass. Each
proposed septic system must conform strictly to 310 CMR 15.00, the State
Environmental Code, Title 5, and Town of Barnstable Rules and Regulations.
All tree stumps, brush and building debris removed when clearing lots or roads
must be disposed of at a licensed solid waste disposal facility. Chipping brush
and tree stumps Is an acceptable alternative. Burial on site Is prohibited.
powersw
Any lawn area created must be covered by at least four (4) inches of loam.
Each septic system should be located a minimum of 300 feet away from the
pond to reduce eutrophication.
The applicant must receive an Order of Conditions from the Conservation
(-r)mmiccinn if annlirahla
Prior to Board of Health approval of each building permit, the sewage system
and water supply must conform to 310 CMR 15.00, the State Environmental
Code, Title 5, or Town Health Regulations, whichever is more stringent.
Sincerely yours,
Susan..-G. sk, R.S., Chairman
Sumner Kaufman, MSPH
Board of Health
Town of Barnstable
SGR/bcs
Copy: Robert & Veronica Powers
Down Cape Engineering, Inc.
Town Clerk
Health Department
Cotuit Fire District
Conservation Commission
powersw
s ,
� 3 � f
i i�-
NOU _ 9 20M
• i
z t
TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS..r ��"
FORM B
APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN
Date: V. 7 ZC�O d -'
Slyvision t 4
To the Planning Board in the Town of Bamstat -'f}
The undersigned authorized applicant(s)or owner(s)of all the land shorn on the accompmft Preliminary Sub#sion pl�ry
located and described as follows:
Plan Title: f/�c�/�.r;:r�O,rN /��, v�' si Gn /Z 21a /K 79¢
A!' SzA EEO/�.l z> �c�E� (/E,E'l�(ii�,4 _Om��S .
Plan Date: oG Assessor's Map and Parcel Number(s�
Zoning Area: 3T Number of Lots 2
Drawn By. c
Address.
Phone:
hereby submits such plan as a Preliminary Subdndsion plan in accordance with the Rules and Regulatiomd the Bamstable
Planning Board.
The undersigned's title to said land is derived as follows: Z 7-3
PLEASE COMPLETE THE FOLLOWING
1 Access to the developme t is proposed from the following street(s):
2. Have any of the proposed access roads been designated as Scenic Roads?" yes ✓r►o
If yes,which one(s)? -`'
3. The development will be served by.
t/ Town Water Supply
Private Wells �> 0 ,,
Town Sewers• '" 1�
-l:f On-Site Sewage Disposal Systems . 'a.. e
Package Sewage Treatment Facility �;A 000
4. Is any part of the development within the following Groundwater Protection Overlay Districts of the Zoning Ordnance?
GP yes _vno WP yes _lZno ` :,
p,, 9 20i0 a
5. Are there: f�o�d�`
mate area
a. Arty wetlands or inland water bodies on this site? yes no; ap 7'
.
b. Wetlands or inland wateibodies within 200 feet of the perimeter? V yes no
6. Is any of ft site within the FEMA 100 year flood plain: no
Within the 100-500 year fl plain: yes y no
Within the 100 year Velocity yes _V no-
7. Is the subdivision in a Historic District: yes no
& Is the subdivision in a District of CriticaMinning Concern as designated by the Cape Cod Corivnission:
yes ✓no
9. Is the subdivision located in an Area of Critical Environmental Corwin: yes no
10. Is the.subdivision Igcated in a Critical Habitat as designated by4a 1990 APCC publication'Cape Cod Critical Habitats':
y no
11.,Will the subdivision conform to all the requirements of the SubcNsion Rules and Regulations?
yes no If-no',attach a list of waivers required a-� Pao Pas E > IZoc d .•TM Pr°" m �T
ON PL^f'j Memv EIZgfoo fv'O'" gA pigs. Eta G1NLLGr2) K DE t�i
Tathe t e information submitted henwith is complete and.1k_accurate -
-... jr. � �
Sig of er Address elephone 657 ylyl
0,4 awl
'Signatur%,of Address - Telephone
Signature of Authorized Applicant Address Telephone
Applicants Authorization: Sf ME
Received by Town Clerk
Date: Time: Fee:
Signature:
Please make check payable to the Town of Barnstable
Received by Board of Health
Date: Time:
Signature:
w aw
TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS
FORM B =
APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN
00
Date:NO 1/ 9 Zoo a Go
Subdivision# 4 \
To the Planning Board in the Town of Barnstable: \i\
The undersigned authorized appticant(s)or owner(s)of all the land shown on the accompanying Preliminary Subdivision plan-
located and described as follows:
Plan Tide.* ge-11,ri"4 c,r(n
AP /SL /�� C r. � �=� 2 lc' 'E 7 r�f/f,E'l�(ii�,O OcLtiF, S
Plan Date: � oG Assessor's Map and Pane!Numbs
Zoning: Area: 1_7-Z,3 iro Number of Lots:_
Drawn.By c
Address: ,7
Phone:
hereby submits such plan as aPrelim! Subdivision plan in accordance with the Rules and Reguladoms-of the Barnstable
Planning Board.
The undersigned's title to said land is derived as follows
PLEASE COMPLETE THE FOLLOWING
i.Access to the developmpt is proposed from the following street(s):
2. Have any of the proposed access roads been designated as Scenic Roads?" yes ✓no
If yes,which one(s)?
3. The development will be served b)r
Town Water Supply
Private Wells
Town Sewers.
- On-Site Sewage Disposal Systems
Package Sewage Treatment Facility
4. Is any part of the development within the following Groundwater Protection Overlay Districts of the Zoning Ordnance?
GP yes _yno WP yes _LL_no
5. Are there:
a. Any wetlands or inland water bodies on this site? yes no; ap"'mate area.-
b. Wetlands or inland waterbodies within 200 feet of the perimeter? V yes no
6. Is any of the site within the FEMA 100 year flood plain: ye� no
Within the 100-500 year fl plain: yes y no
Within the 100 year Velocity�ne: yes _V'no .
7. Is the subdivision in a Historic District yes no
8. Is the subdivision in a District of CriticatPlanning Concern as designated by the Cape Cod.Commission:
yes ✓ no
9. Is the subdivision located in an Area of Critical Environmental Concern: yes no
10. Is the.subdivsion lgealed in a Critical Habitat as designated by.the 1990 APCC publication'Cape Cod Critical Habitats':
yes no
led
Will the subdivision conform to all the requirements of the Subdivision Rules and Regulations?
yes ✓ no If'rW,attach a list of waivers require P,io Pc,s c� Rom d .Tf�.Pr .* . el
d
ON PLP.nJ : S'L=.t= 01--0c� BIZg/on fv'Om Ej^iL�NS. En1G+NC'-r- KG
fo the t the information submitted herewith is complete-and accurate
Sig of er �i Address � elephone
'Signature of Address Telephone
Signature of Authorized Applicant Address Telephone
Applicants Authorization: -Sfli''IE
Received by Town Clerk:
Date: Time: Fee:
Signature:
Please make check payable to the Town of Barnstable
Received by Board of Health:
Date: Time:
Signature:
TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS
FORM B
PRELIMINARY SUBDIVISION PLAN - SUBMISSION CHECKLIST
This form must be completed b c the plan preparer,signed and dated and returned with a completed copy of Form B
attached and the appropriate filing fee. No application shall be considered complete until all the required materials
have been.submitted.i For the complete submission requirements,see Section 3-5 of the Rules and
Regulations.
PLEASE CHECK EACH ITEM:
V Two copies of the completed Form B and Form B Checklist.
Filing Fee$ C,Qdl .
✓ A copy of the deed for each parcel. '
A copy of the most recent tax bill for each parcel.
✓ A list of waivers which may be required.
-.Ale Nine copies of the EA Form if required. (Submission is recommended at the Preliminary stage.)
10 copies of the Preliminary Plan at a scale of 1'=100'
Six copies of the Preliminary Plan containing the following information:
Subdivision name and number,north arrow,date,scale,legend,and the words'Preliminary Plan'.
Key map at 1'=1,000'.
Below the key map,the assessors map and parcel.number(s),zoning district(s)and zoning over)ay
district(s),and zoning area,frontage and width requirements. Total area of the subdivision.
Names of record owner,applicant and plan preparer.
Subdivision boundaries,adjacent property lines and abutters.
Existing and proposed streets,ways,easements,public areas,and width of paving. Legal status of ways.
Top and toe of proposed slopes adjacent to roadways.
Sight distances.
Approximate lot sues,lot numbers. Approximate area of wetlands on each parcel.
Drainage systems,existing and proposed.
--� Topography shown by contours.
Significant site features,including wetlands,waterbodies,flood zone boundaries, and kettle holes.
Existing building structures and stone walls.
Wetlands within 200 feet of perimeter of the proposed subdivision.
Slopes in excess of 10%.
Existing water mains,utilities and sewers adjoining property. Utility poles within and adjoining the
subdivision.
✓ Plan showing overall development of contiguous land if it is in the same ownership.
Signature of registered land surveyor or registered engineer:
Company/Firm: Poum Address: Cl`t
Telephone: ('�z=45�� Date: 1 Ob Certification:
.___Certification#:4""
Nov-07-0C 02:59pm 'rrcm-SARNSTABLE REuISTRY 5083625C65 T-670 P 021C3 2-057
OCT.-�G,1999 9;47in TR SCHILi-119r.PL
NO.3121
1 1--C11--1995 ��s
�✓ �B cps
ii QUITCLAIM DEED
BARa4RA Yi P- tLAUSSEH, iu►viv+,np musachu:otts 02576 spouse, of west Wareham.
FOR con8jdtrjM
Z1i0U5A►�n OCLLARS ANb 00 Cp arl in,full cansiaatian aror g=�Nry_
dn.d,88 ) FIVE
GRANT t0 ROsERT ], ►OwERS and VC
dTi tpnAAts by the enti"OTY. of Si AONiCq n. ADwEAS hl►sband
OZ864 a lea Road And wife
c P CuiaAer�end, Rhoda Island
} sfrua eO it i CoCVirC(m SCsb7 )�6ArnsccFI C0u ce yassucaw 14np
geseribed as follows: rhpte s,
t; ! I BROWN as LOT 49. L07 50
and LOT S1 on Plan of land an=fticd, -Plan
July 1, 18t Land Belonging 1T RObt, �a
T. F or Showtnq Cotuit fligharound scale
� 8eUss $to Chu?lnn angircers Jamaica Plain.
sand plan is duly filed in earnstabte Count mass.". wn�cn
Bock 19 P Regis,r
a9g I43, Y of Deaets in P}art .. r
if TINE above describes Robert T. premises are convGyed subs®ct to 1e Mgn of
, FOK7ar to construct a Are
acroit LOT 50 is Deed of Robert T. Fowler Charles �. Gifford daTad 'ifOYr�SE t
:o rved In a
rl.. duly recorded tin QarnSTdblp Rtgiatry of DBsds yh g Der s, 1946
Aok 659, Page 37.
sAZa prenists era subjBCT to and %nth the benefit of all rights,
e3SatQ�n;6 and a
�;s� �• Rr`eertlCnss iniafar as the sane
Are in force and effect.
FOR title see dead of Florence G. ClaufS:n daCtd Novaa►trer 7H, 1pr5
tccorgec} tiizh earniCable bEEgs in Book 2253 gape ]09.
, .
9ARBARA P. CLPAV56CN J �'
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Nov-07-00 02:590m From-BARNSTABLE REaISTRY 5083525065 T-670 P.03/03 F-057
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BARNSTABLE REMSTRY OF DEEDS
k 2 Raase tear a. ng,.e Wlo.G•.on and irc.::de the at�-ve se i:on n;,h pavr,e^ S r t tk §
COCLECTOR OF TAXES TOWN OF BARNSTABLE Issue Date: 09/29/2000
MAUREEN J.MCPHEE FISCAL YEAR 2001 Due Date: 11/01/2000
PRELIMINARY REAL ESTATE TAX BILL
Commitment: 2001-01 P.O. BOX 1360 TC Bill Number: 22220
HYANNIS, MA 02601-1360
(508) 862-4054 Parcel ID: 006-046
Fire District, COTUIT
fl s =ABFt .
Owner Informatlon ��"� �/�'`
POWERS, ROBERT J&VERONICA A v�,v
51 STAPLES RD General Tax: 865.92
CUMBERLAND RI 02864-1401 TOWN OF SAR--N!�-iAE`E
pFp r District Tax: 200.92
Land Bank Tax: 25.98
Pro a Information , Total Preliminary Tax: 1,092.82
Parcel ID: 006-046 Location: 760 POPONESSETT ROAD
Amount Due: r $1,092.821
THE v,!!Ei-7EN T G11-14/11cie
- The Town of Barnstable
1A" TABLE,
1a S& Department of Health, Safety and Environmental Services
�Fo +" Building Division
367 Main Street,Hyannis MA 02601
Office: 508-862-4038 Ralph Crossen
Fax: 508-790-6230 Building Commissioner
September 29, 1999 \.
Bob &Ronnee Powers
50 Jackson Drive
Cotuit, MA 02635
Re: Poponesse� Road (Map 006, Parcel 046)
Dear Mr. & Mrs. Powers:
In order to get a building permit for Map 006 Parcel 046, you would need to complete the
following:
1. Widen the dirt road from the intersection of Poponessett and Santuit to 14' wide
from that point to*a point 150' past the boundary line between your lot and 700
Poponessett. This widening should include grading and a gravel base at least 2"
thick.
.2. Obtain the approval from the Fire Department that your home does not require a
new hydrant out front.
3. Cut back branches on both sides so that the 12' way is clear above the widening.
4. Provide a drainage swale on the low side ol'your lot so that run off can be
diverted.
I hope this helps you.
Sincerely,
Ralph M. Crossen
Building Commissioner
RMC/lb
g990929a
- "o Town of Barnstable
JI'i..:., .. L
�: sresre. : Department of Public Works C
039. Engineering Division
�0 b b ti •�\
En Nu►�" 367 Main Street, Hyannis MA 02601
Office: 508-8624086 Thomas J.Mullen,'Director
Fax: 508-862-4711 Robert A.Burgmann
Town Engineer
Date: August 28, 2000
To: Ralph Crossen, Building Commissioner
From: Stephen Seymour, P.E., Project Engineer
Subject: Fullers Marsh Road/Poponessett Road, Cotuit (map 6 parcel 46) -
I met with Mr. Robert Powers the owner of the subject property on site along with his.
engineer Arne Ojala, and Arlene Wilson wetlands consultant. Subsequent to the
meeting Arne Oja'la will revise the plan to incorporate the following changes:
1. Fullers Marsh Road shall be banked to the west side of the road from the end
of the existing pavement to the intersection of Fullers Marsh Road with
Poponessett Road. Poponessett road shall be banked toward the east from it's
intersection with Fullers Marsh Road for a distance of approximately 60 feet
north of the intersection of Poponessett Road with Fullers Marsh road.
2. The Poponessett Road travel lane shall remain where it is presently located for
the first 60 feet measured from it's intersection with Fullers marsh Road. A
swale/ditch shall be constructed in the shoulder of the road on the west side of
FOers Marsh Road and the east side of Poponessett Road foie a distance of
approximately 60 feet from the intersection of Fullers Marsh road. The
swale/ditch shall have an outlet pipe that shall extend under the road and shall
discharge into a swale to be constructed in the shoulder of the southerly stub
end of Fullers marsh road.
3. Poponessett Road shall be constructed in the location that has recently been
cleared for the road and shall connect to the existing 10 foot traveled with a
smooth transition. This section of Poponessett Road shall be graded toward
the west side of the road into a swale/ditch that will be located approximately
where the existing traveled way is located.
4. Ditches/swales shall be vegetated. The shoulder of the road shall initially
slope steeply enough away from the traveled way to ensure that water sheds
into the swales without being impeded by vegetation.
5. Pipe inlets and outlets shall be protected by stone pipe ends. The outlet pipe
r
shall have a stone velocity dispersion pool constructed in the downstream
swale.
6. All improvements to the road are to be made within the existing road layout.
7. The gravel road shall consist of a minimum of 10 inches of road base gravel
with 2 inches of'/, inch crushed stone on top of the road gravel. Gravel and
crushed stone shall be rolled and compacted to 95% of maximum density.
II be\tle to the plans and submitted to the Engineering Division
These changes shall p 9 9
for review prior to construction of the road. Exact locations of the relocated road,
ditch/swales, and pipes shall be staked out in the filed and reviewed by the Engineering
Division prior to construction of the road. Changes shall be made to the field stake out
as determined by the developers engineer and the Town Engineer based upon field
conditions.
I have no objection to the issuance of a building permit for the house on map 6 parcel
46 subject to the condition that the occupancy permit shall not be issued for the house
until the roads are reconstructed to the satisfaction of the Engineering Division. The
developer shall contact the Engineering for inspections whenever work is being
performed on the roads.
cc: Arne Ojala, Downcape Engineering
Robert Burgmann, Town Engineer
Robert Powers, property owner
- - - -_ — --
Town of Barnstable
Planning Board
ASTABLE. 230 South Street, Hyannis, Massachusetts 02601
s63 (508)862-4686 Fax(508) 790-6288
Decision
Denial of ANR Plan
July 15, 1999
Linda Hutchenrider, Town Clerk
Town Hall -
367 Main Street -
Hyannis MA 02601
Howard & Barbara Claussen
15 King Drive
Wareham, MA 02576
Re: ANR Plan for Howard and Barbara Claussen (denied)
HOWARD & BARBARA CLAUSSEN
"A plan of land in (Cotuit) Barnstable, Mass., prepared for Howard & Barbara
Claussen," dated June 23, 1999 Land Surveyors: Atlantic Design. Assessor's
Map 6, Parcels 48. Zoning: .RF. Lots: 2 . Location: Off Poponessett Road.
Submi0;ed June 281999.- 21 days -July 19, 1999.
r
At the Planning Board meeting on July 12, 1999, the Board reviewed the above
referenced ANR Plan and a report from the Planning Department, dated July 7, 1999
and heard an oral report from Bob Burgmann, Town Engineer. The applicant's engineer
-vvew also present, and discussed the plan with the Board.
LJC.S
The discussion focused on the adequacy of Poponessett Road to provide access to the
two proposed lots. The Board found that the only frontage and and access to the subject
property is Poponessett Road, an 8 foot wide gravel road. Poponessett Road is not a
town road, but is a way which was in existence prior to the adoption of the Subdivision
Rule and Regulations in 1962.
i According to the Subdivision Rules and Regulations, Section 3-1.3(2) Standards of
Adequacy, existing ways providing access to lots said not to be within a subdivision ,
shall be considered to provide adequate access only if there is assurance that prior to
construction on any lots, access will be in compliance to the Standards of Adequacy for
Existing Ways, which states that a way providing access to 2 dwellings, must have
pavement of at least 14 feet in width to be considered to provide adequate access.
Since Poponessett Road does not comply to the standards of adequacy for existing
ways, as set forth in the Subdivision Rules and Regulations, the Board found that the
plan is a subdivision. The Board felt that, to provide adequate access to the subject lot,
Poponessett Road would need to be constructed and brought to compliance with the
road standards outlined in the Subdivision Rules and Regulation, hence, the plan is a
subdivision.
The Board also found th\th e above plan meets the criteria of a subdivision plan as
defined in MGL, Chapter 41. According to MGL, Chapter 41, Section 81-L, a "division of
land into two or more lots shall not be deemed to constitute a subdivision within the
meaning of the subdivision control law if, at the time when it is made, every lot within the
tract so divided has frontage on (a) a public way or a way which the clerk of the city or
town certifies is maintained and used as a public way, or(b) a way shown on a plan
theretofore approved and endorsed in accordance with the subdivision control law, or(c)
a way in existence when the subdivision control law became effective in the city or town
in which the land lies, having in the opinion of the Planning Board, sufficient width, - =
suitable grades, and adequate construction to provide for the needs of vehicular traffic in
relation to the proposed use of the land abutting thereon or served thereby, and for the
installation of municipal services to serve such land and the buildings erected or to be
erected thereon". Since the Board found that the subject lot was located on a way that is
not adequately constructed to provide the needs of vehicular traffic, and did not meet the
a itional critenastated above, it conclu a the pan to be a subdivision and not entitled
to an ANR endorsement, pursuant o Mec ion
81-P, states that ANR endorsement "shall not be withheld unless such plan shows a ion
subdivision".
A Motion was duly made by Steve Shuman and seconded by George Zoto that the
Planning Board endorse the ANR Plan as submitted.
Present and voting in the affirmative, on July 12, 1999, to endorse the ANR Plan for
Howard and Barbara Claussen was: Steve Shuman. Voting to deny the endorsement of
the ANR Plan for Howard and Barbara Claussen were: Chairman, Robert Stahley, Vice
Chairman, Raymond Lang, A. Roy Folgelgren, George Zoto, and Lynne Turner.
The ANR endorsement was denied, pursuant to MGL Ch. 41, Section 81-P. The
Board found that the plan was a subdivision.
Cert
ly yours
I , Chai n
`cc: John K. Lavelle
Atlantic Design Engineers, LLC
i
Y I
I
PROPOSED LANDSC'APINC IMPROVEMENT DETAIL PROPOSED ROAD IMPROVEMENT DETAIL
- LEGEND .`1OTE: REFERENCE. MEMO TO RALPH CROSSEN FROM STEPHEN
�E Y MOOR, PE, PROJECT ENGINEER, DATED AUGUST 28, 2000 �PQ
DISPERSION AND GRASSED RUNOFF THIS MEMO IS BEING USED FOR GUIDANCE FOR THE CONSTRUCTION
100.0 PROPOSED SPOT ELEVATION )ETAILS OF THIS ROAD. (SEE PRIOR PLAN FOR SOUTHERLY PORTION) I d
AREAS TO BE LOAMED 4" TO 6"
AND SEEDED WITH ONE OF THE 'XISTING GRAVEL ROAD TO BE UPGRADED TO A WIDTH OF 14',
10OX0 EXISTING SPOT ELEVATION ;TARTING FROM"THE END OF_, PAVEMENT ON SANTUlT ROAD.
FOLLOWING MIXES: NORTHEAST �
40AD AND. ENDING AS SHOWN. CONSTRUCTION TO CONSIST OF:
WETLAND WILDFLOWER MIX FROM - 100 _ PROPOSED CONTOUR LOCUS
SOUTHERN TIER, INC., WEST I.` SITE PREPARATION TO INCLUDE TRIMMING, CUTTING, CLEARING S�
CLARK VILLE, NY 14786 OR "NEW _ — 100 — — EXISTING CONTOUR ',IECESSARY TREES TO ACCOMMODATE THE ROAD WIDENING AND gyp\
�,ELOCATION. REMOVE STUMPS AND UNSUITABLE SOIL, MAKE <v
ENGLA D EROSIN IECESSARY CUTS 'AND FILLS TO OBTAIN SUITABLE SUB-GRADE. I 4
CONTROL/RESTORATION MIX" FROM OVERHEAD ELEC. TEL. POLE 2
�: 'INSTALL 10" OF ROAD GRAVEL BASE WITH 2" OF � Ui
N.E. WETLANDS PLANTS, INC., 800 EXISTING CATCH BASIN 3J4 CRUSHED STONE ON TOP OF ROAD GRAVEL, ALL AS
MAIN ST., AMHERST, MA 01002 IN ACCORDANCE WITH MEMO DATED 8/28/00 FROM BARNSTABLE rQQ
PROVIDE TRAP ROCK FOR EXISTING HYDRANT ENGINEERING DEPT.
VELOCITY DISPERSION AT PIPE R 3. INSTALL 2 DRAINAGE AREAS AS SHOWN ON PLAN.
OUTLET V
LOCATION MAP SCALE 1 " = 1000'
rr�
�1
ASSESSORS MAP 6 PARCEL 46
ZONING: RF 43,560 SQ•FT. - MIN. AREA
+� FRONTAGE 150' MIN.
Q SETBACKS: FRONT — 30 FT
SIDE — 15 FT REAR — 15 FT
(1 PLAN REFERENCE BOOK 143 PAGE 19
(�1�' Ni 34g 'o� DEED REFERENCE BOOK 12835 PAGE 273
NT' 2i�95 �,
V — TOTAL AREA OF SUBDIVISION AREA=2.0f Ac. UPLAND
l \ 2.97t ACRES TOTAL
�yiS�NG ?PAD
WAY
os
w
J V �;
,gyp
JAMES do CATHERR1
\ a � McGRANACHA;'
BK. 132S PG. 541
ROPOSED GRA LINED S WATER SVVALE
\ 3:1 SIDE SLOPE q .E
1
2p 2'tDEEP X 140' LO � Ni 13.34
10
ROAD TO BE 0 452' 0�
RE-GRADED AS SHOWN ,\ PROPOSED'IMPROVED Ni349
\per TRAVELLED WAY, 14 WIDE Zp
N
/ � 2 2-p JAMES GSCHAADT BETH S.
IRK. 1678 PG. 72
10
\ 4 14-
WETLAND AL
r \� TURN AROUND EASEMENT J
DANIEL P. & MARGARET M.
SULLIVAN
SK• 3256 PG. 229 PR OSED GR SS LINE STORMW R SwaLE
3: SIDE SL ES
2' EEP X 1 $' LONG
• �•o,�� i ,fife
1A ,.
\ TIMOTHY C. & KATHLEEN M.
DOYLE -
y \ \\ \\ ``'off \\ LOT / \ \\
�43,561.. sq.ft. upland `\
\ 1.00 acres
\ \ \ ♦� 5,917. sq,ft. wetland
? BENCHMARK
\ /^
-�Ot� liivriA;:T -TAV 50LT ��..
s V. 14.55
\ \\\ �l TOTAL 1.13 ac 1 s ELE NGVD
. �\`
�\ \ I `HAPE FACTOR 16.02
POSSIBLE �\ \\ 4 L, op,`�
WETLAND TO BE FIELD LOCATED
--14 \
\ ' #11 \ �V
I \
\ \ \ 40 i\ \ CRAIG SIMPSON '
SK. 1678 PG. 72
TOWN OF BARNSTABLE ,� ;�14 \\\\ \ ` tiAA� Aar, h2a;
CONSERVATION COMMISSION ��'01�y 1 , 13 \ d'
BK. 1415 PG. 72 k • 1 , 1\ /J �'�. 14 \\\\ \I \ \\ \\ �� � 1-T10�
� .1 1 1 \ •.` I GRASSED AREA
�.
NOTES: ', lip 4 \\\ FOR RUNOFF O
\
1 . DATUM IS N.G.V.D• ` \ \_ CIE 1#15 i 1 i i i ti � PROP. RE-LOCATED
�I I I I I f �
�/R1LH3 y — — � 1 I TRAVELLED WAY, 14' WIDE
2. MUNICIPAL WATER IS �
3. MINIMUM PIPE PITCH TO BE 1' 8„ PER FOOT. '�' 4#6 >�7 1 j ' II 11 I 1 `I // �� �\ (ter rtca,�zmwrtoh� Qo`"
/ PROPOSED DISPERSIO �� p
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 GI I ; `_— AREA 3:1 SIDE SLOPES �,a gory
5. PIPE JOINTS TO BE MADE WATERTIGHT. 9 1 I i I 1 1 I I r I ti �R
6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE WITH MASS. �` LOT ,Z V/ I I I I ROPI STONE ' 'lo
ENVIRONMENTAL CODE TITLE V_
LANDSCAI?E /r�y� I j DRIVEWAY /� sc� , v$ /
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ 43,701 sq. ft. upland RESTORATION
PRW STOW
/ \ '
d
USED FOR LOT LINE STAKING. 01.00 acres AREA /'� / �/ �� / I I I / oA
l�
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
�aN3 36,957. s4.ft. wetland 4
�, 0.84 acres , - \i 1 /
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
� TOTAI. 1.84 acres'
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ,� �`
FROM BOARD OF HEALTH. \ SHAPE FACTOR 17.83 >23 2
EXISTING 115 5�
FOUNDATION ��°` ryry
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE BUILDING PERMIT
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR /� ��^Irll ��/��I/ #48450
TO COMMENCEMENT L OF WORK.
11. SLEEVE WATERLINE IF WITHIN 10 OF SEPTIC SYSTEM 3 . III r l/ \_ _'�'��� PROPOSED
''
12. SAVE TREES OF 10" DBH OR LARGER WITHIN POPONESSETT RD_ h N I I I I , , ,_ _—_ 234.17 AREA 3:1 SIDE SLOPES 2'tDEEP 19'X22'AT RIM
SSr.'27'10
. I
THIS PARCEL IS IN FLOOD HAZARD ZONES All 1, B & C TOWN OF BARNSTABLE
BARNSTABLE COMMUNITY PANEL CONSERVATION COMMISSION
BK. 1415 PG. 72 � I
I
250001-0021 D REVISED JULY 2, 1992.
I
AQUIFER PROTECTION AREA
I
TOPOGRAPHIC INFORMATION FROM TOWN OF BARNSTABLE O.I.S. MAPS AND FIELD LOCATION.
MUNICIPAL WATER & UTILITIES AVAILABLE ON POPONESSETT ROAD PLAN #794 1
NO NEW ROAD LAYOUT IS BEING PROPOSED BY THIS PLAN.
PRELIMINARY SUBDIVISION
SIGHT DISTANCES AT SANTUIT ROAD UNCHANGED.
THE TOTAL LENGTH OF TRAVELED WAY BEING IMPROVED IS 474't OF LAND IN
OWNER OF RECORD & APPLICANT:
COTUIT
ROBERT J. & VERONICA A. POWERS.
REF: DEED BOOK 12635 PAGE 278 BARNSTABLE, MASS.
PREPARED FOR
PREPARED BY R OBER T J. & VERONICA A. POWERS
off 508-362-4541
fax 508 362-9880 SCALE: 1" _ 40' DATE: NOVEMBER 8, 2000
40 0 40 80 120
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
OF
939 main St. yarmouth, ma 02675
A.
N
WALA
PL DATE
99-372 -
I i j
PROPOSED LANDSCAPING IMPROVEMENT DETAIL PROPOSED ROAD IMPROVEMENT DETAIL
LEGEND NOTE: REFERENCE MEMO TO RALPH CROSSEN FROM STEPHEN
DISPERSION AND GRASSED RUNOFF SEYMOUR, PE, PROJECT ENGINEER, DATED AUGUST 28, 2000
AREAS TO BE LOAMED 4" TO 6"
THIS MEMO IS BEING USED FOR GUIDANCE FOR THE CONSTRUCTION '100.0 PROPOSED SPOT ELEVATION DETAILS OF THIS ROAD. (SEE PRIOR PLAN FOR SOUTHERLY PORTION) I
AND SEEDED WITH ONE OF THE
EXISTING GRAVEL ROAD TO BE UPGRADED TO A WIDTH OF 14', :D
FOLLOWING MIXES: "NORTHEAST 100x0 EXISTING SPOT ELEVATION STARTING FROM THE END OF PAVEMENT ON SANTUIT ROAD. LL
ROAD AND ENDING AS SHOWN. CONSTRUCTION TO CONSIST OF:
WETLAND WILDFLOWER MIX" FROM _ 100
SOUTHERN TIER, INC., WEST _ PROPOSED CONTOUR LOCUS
1. SITE PREPARATION TO INCLUDE TRIMMING, CUTTING, CLEARING
CLARK$VILLE, NY 14786 OR "NEW _ 100 _ - EXISTING CONTOUR NECESSARY TREES TO ACCOMMODATE THE ROAD WIDENING AND ` S�
ENGLA D EROSIN RELOCATION. REMOVE STUMPS AND UNSUITABLE SOIL, MAKE MP
CONTROL/RESTORATION MIX FROM OVERHEAD ELEC. TEL. POLE NECESSARY CUTS AND FILLS TO OBTAIN SUITABLE SUB-GRADE.
2. INSTALL 10" OF ROAD GRAVEL BASE WITH 2" OF N.E. _ WETLANDS PLANTS, INC., 800 ' � �
�� EXISTING CATCH BASIN 3/4 CRUSHED STONE ON TOP OF ROAD GRAVEL, ALL AS `r
MAIN ST., AMHERST, MA 01002 J
IN ACCORDANCE WITH MEMO DATED 8/28/00 FROM BARNSTABLE mQ
PROVIDE TRAP ROCK FOR EXISTING HYDRANT ENGINEERING DEPT.
VELOCITY DISPERSION AT PIPE 3. INSTALL 2 DRAINAGE AREAS AS SHOWN ON PLAN.
OU TLE T
LOCATION MAP SCALE 1 " = 1000'
ASSESSORS MAP 6 PARCEL 46
ZONING: RF 43,560 SQ.FT. - MIN. AREA
Q FRONTAGE 150' MIN.
SETBACKS: FRONT 30 FT
M
SIDE - 15 FT REAR - 15 FT
�� .E PLAN REFERENCE BOOK 143 PAGE 19
N�3 49'3O 1FUIT Z�s• J DEED REFERENCE BOOK 112835 PAGE 273
TOTAL AREA OF SUBDIVISION AREA=2.0t Ac. UPLAND
2.97f ACRES TOTAL
�xt5'nNG
5.0 -
N
A JAM S Lc-CATHERIP.E
McGRANACHAN '
BK. 1323 PG. 541
' ROPOSED GRA LINED S WATER SWALE M
3:1 SIDE SLOPE
i ,gyp ViDEEP X 140' LO tSi349 4
Ip
ROAD TO BE \ 452' 0
RE-GRADED AS SHOWN �\ PROPOSED IMPROVED N�3 g9'3p
TRAVELLED WAY, 14' WIDE 20
ti
I ` 2 2.0 JAMES G. & ELIZABETH S.
SCHAADT
I \ BK. 1678 PG. 72
10 � / \ 14-\
\ ' WETLAND
r /
TURN AROUND EASEMENT
/ r
DANIEL P. & MARGARET M.
SULLIVAN �s
SK. 3256 PG. 229 PR OSED GR SS LINE STORMWATER SWALE
/'. 3: SIDE SL ES
2' EEP X 1 8' LONG
. �� �06• , I ja, z�, No r'a
\ t I TIMOTHY C. & KATHLEEN M.
` DOYLE
SK. 6847 PG. 94
\\ \0o
LOT f \
1
m `� 43,561 sq.ft. upland \ \
1.00 acres ,' \ ma
5,917. sgrft. wetland
0.13 acres;' is�p= BENCHMARK
. , ?; < F• ON HYDRANT TAG BOLT
-
- TOTAL 1.13 acres `� a-I
ELEV. = 14.55 NGVp -
HAPE FACTOR = `16.02
-POSSIBLE
WETLAND
TO BE FIELD LOCATED
\ , \ <#10� \ CRAIG SIMPSON 2�
SK. 1678 PG. 72 /
TOWN OF BARNSTABLE 5 \ \ , \ \ \ 4 A
CONSERVATION COMMISSION k�01(b 1 ` #13
BK. 1475 PG. 72 ek�' �
\ 1 \ o+
NOTES: �. 1� \� #s 14 t` i 1 s�\ \ �\ GRASSED AREA
O ES \ \ FOR RUNOFF
0
1 . DATUM IS N.G.V.D.- \- ' #15
#8 DI { j I i I ��� PROP. RE-LOCATED ,8.
2. MUNICIPAL WATER IS A`PT) per I
�y TRAVELLED WAY, 14' WIDE /
3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. �I #6 #7 I I I I { Ise \ Cyr sr co Tto»�
I I
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H 10 $� i I I I I I �s I PROPOSED DISPERSIO
Ii { `` AREA 3:1 SIDE SLOPES` ,y
5. PIPE JOINTS TO BE MADE WATERTIGHT. � � � { � � I I •� , -
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. I I i 1 / \ '`
- \�-\ -
ENVIRONMENTAL CODE TITLE V. .LOT z �✓ I I ROP STONE/ los /-I v /
43,701 s ft. upland LANDSCAPE /� I r DRIVEWAY �\ o , yy
r ,p
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE g p RESTORATION l / r 3v / / I
USED FOR LOT.. LINE STAKING..
1.00 acres AREA % / / / I �O"CWAY
"E 's \
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC 36,957. sft. wetland 17/
. g•
�Ns . � # / �/ -
>t 0.84 acres / 4
/ ,'' ��� /
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �;
TOTAL 1.84 acres 18 //t, , /, /,
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED � $2
#23
_ . FROM BOARD OF HEALTH_ \ SHAPE FACTOR 17.83 EXISTING
1 \ 15.5
'
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE /� r-�`/ ` ``\ t / FOUNDATION /� ti O
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR BUILDING PERMIT
TO COMMENCEMENT OF >WORK.
l l / l��✓ii�I �' � #48450
11. SLEEVE WATERLINE 1F WITHIN 10' OF SEPTIC SYSTEM 3 - i r r l I1►` �'!�/'/ PROPOSED
DISPERSION
12. SAVE TREES OF 10" DBH ` OR LARGER WITHIN POPONESSETT RD. I {� i' j i� ,\ 234.17 AREA 3:1 SIDE SLOPES
Id 2'±DEEP 19'x22'AT RIM
1 �
1t3.83��.a. _ \
THIS PARCEL IS IN FLOOD HAZARD ZONES Al 1, 'B '& C TOWN OF BARNS',ABLE
BARNSTABLE COMMUNITY PANEL " CONSERVATION COMMISSION '
SK. 1415 PG. 72
250001 -0021 D REVISED JULY 2, 1992.
AQUIFER PROTECTION AREA
TOPOGRAPHIC INFORMATION FROM TOWN OF BARNSTABLE G.I.S. MAPS AND FIELD LOCATION.
MUNICIPAL WATER & UTILITIES AVAILABLE ON POPONESSETT ROAD PLAN #794
NO NEW ROAD LAYOUT IS BEING PROPOSED BY THIS PLAN.
i
SIGHT DISTANCES AT SANTUIT ROAD UNCHANGED. PRELIMINARY SUBDIVISION
THE TOTAL LENGTH OF TRAVELED WAY BEING IMPROVED IS 474't
OF LAND IN
OWNER OF RECORD & APPLICANT:
ROBERT J. & VERONICA A. POWERS. COTUIT
REF: DEED BOOK 12635 PAGE 278 BARNSTABLE, MASS.
PREPARED FOR
PREPARED BY t
ROBERT J. &+ VERONICA A . POWERS
off 508-362-4541
fox 508 362-9880 ; I SCALE: 1" = 40' DATE: NOVEMBER 8, 2000
40 0 40 80 720
do wn cape eng.in e ering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. armouth, ma 02675 'DWEL
A.
OJA A
F - F NuA PL DATE
99-372
i
f
{
I CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE
LEQENQ WITH THE RULES AND REGULATIONS OF THE REGISTRARS
OF DEEDS AS ADOPTED JUNE 19, 1975 AND AS AMENDED
APR OVERHEAD ELEC. TEL. POLE JANUAR'Y 7, 1988.
EXISTING CATCH BASIN 0
LL. EXISTING HYDRANT
ARNE H. OJALA 'PI DATE
LOCUS
N� 5�
Q�"
� 2
Q
m
I
LOCATION MAP SCALE 1 " = 1000'
ASSESSORS MAP 6 PARCEL 46
ZONING: RF 43,560 SQ.FT. — MIN. AREA
FRONTAGE 150' MIN.
SETBACKS: FRONT — 30 FT
SIDE - 15 FT REAR — 15 FT R3
PJAN REFERENCE'BOOK 143 PAGE 19
tEED REFERENCE'. BOOK 12835 PAGE 273
TOTAL AREA OF SUBDIVISION AREA-2.04± Ac. UPLAND
2.D8± ACRES TOTAL ♦♦�_
"1
I -CLERK OF THE TOWN
OF BARNSTABLE, HEREBY CERTIFY THAT NOTICE
OF APPROVAL OF THIS PLAN BY THE DENNIS
PLANNING BOARD HAS BEEN RECEIVED AND
RECORDED AT THIS OFFICE AND NO NOTICE
1J WPC( .4 34 E — OF.APPEAL WAS RECEIVED DURING THE
SANG p P N73�5 g5 TWENTY DAYS NEXT AFTER SUCH RECEIPT
EXt 2 AND RECORDING OF SAID NOTICE.
t0A
jT DATE TOWN CLERK
A�T j
1
DATE OF APPLJCATION — DEFINITIVE
DATE OF APPROVAL — DEFINITIVE
\ ti
JOHN C. & RAMUTA H. BACON \ \ �s� BARNSTABLE PLANNING BOARD
�� APPROVAL under the SUBDIVISION
BK. 4049 PG. 315 ��\\ -`�� CONTROL LAW REQUIRED
\\ JAMES do CATHERINE -
DATE:
\\ McGRANACHAN
\ BK. 1323 PG. 541
\ � f
C.B. FND. NOTE:
OFF NO DETERMINATION AS TO COMPLIANCE WITH
THE ZONING ORDINANCE REQUIREMENTS HAS
BEEN MADE OR INTENDED BY THE ABOVE
C.B. FND. \� �' ENDORSEMENT.
1.43' BACK OF \\ bg NOTE:
SIDELINE APPROVAL OF THIS PLAN IS SUBJECT TO
\ \ COMPLIANCE WITH COVENANT TO BE
RECORDED HEREWITH.
DANIEL P. do MARGARET M. ��- \ JAMES G. do ELIZABETH S.
SULLIVAN \\ SCHAADT
BK. 3256 PG. 229 �,� \ \ BK. 1678 PG. 72
i
C.B. FND. \ ? s��
OFF \
WETLAND
�1��� Al
5k
: � F 3L
A 2
A 4 DOYLE
/ BK. 6847 PG. 94
,1 Lai' I \\'vo
44,784 sq.ft. upland 'A / DRY DITCH
1.02 acres ` / NOT AN INTERMITTANT
\ 9,471 sq.ft. wetland i STREAM
10 0.22 acres y
TOTAL 1.25 acres
i
Hai SHAPE FACTOR = 16.75
WETLAND WETLAND DELINEATION c
co `Pp.� j BY ARLENE WILSON
4/4/01
ko
60 0,
TOM TOWN OF BARNSTABLE �'S' � �\ C.B. FND. 4
CONSERVATION COMMISSION `I� \� HELD
BK. 1415 PG. 72 \: .�'S '\��e \ \
�` \ 1 \ CRAIG SIMPSON
7 \ �� I � # 0 � . � . �� \ \ BK. 1678 PG. 72 /
`1- sr
t^ #13
� DRAINAGE RIGHTS l \ O
?� V \ OF ROBERT C:. FOWLER .� #g #14,
SEE 800K 66.9 PAGE 37.
WETLAND DELINEATION
BY .AMY BALL FOR LEC INCz
6 # \ A
tp
cry
�, \ •��, \ S- /
\ C.B. FND.
WETLAND #16 \ \
2� 5 ` Sh �a /. \\ \\ OFF / /
rs 4 6g1 \ \ ht2
U.,
AL
l : HOUSETH,
3 9#17 _
r �#23
44,784 s q. ft. upland
1.02 acres � ' #21� A� �ry� I
�- 27,185 sq.ft. wetland
0
THIS PARCEL IS IN FLOOD HAZARD ZONES Al 1. B & C
,4' .6`2 acres >! L � cr? I
N
�� TOTAL 1.64 acres `#20 234710 W
BARNSTABLE COMMUNITY PANEL 582 2
;c" f' SHAPE FACTOR = 17.85
250001-0021 D REVISED JULY 2, 1992. _ 348'�
AQUIFER PROTECTION AREA 2 PLAN #794
MUNICIPAL WATER & UTILITIES AVAILABLE ON POPONESSETT ROAD S82•27'10wW #25
ROAD LAYOUT IS BEING PROPOSED BY THIS PLAN. DEFINITIVE PLAN
NO NEW TOWN OF BARNSTABLE
SIGHT DISTANCES ON ALL ROADS ARE UNCHANGED. CONSERVATION COMMISSION OF LAND IN
THE TOTAL LENGTH OF TRAVELED WAY BEING IMPROVED IS 500'± BK. 14`+5 PG. 72 COTUIT
OWNER OF RECORD & APPLICANT:
BARNSTABLE, MASS.
ROBERT J. & VERONICA A. POWERS.
51 STAPLES ROAD PREPARED FOR
CUMBERLAND, R.I. 02864 ROBERT J. & VEIL ONI CA A. PO T1TERS
REF: DEED BOOK 12635 PAGE 278
PREPARED BY
off 508-362-4541 SCALE: 1 " = 40' DATE: MAY 30, 2001
fax 508 362-9880
40 0 40 80 120
1 AREA OF PROPOSED LOTS 89,568 SF± (2.06 ACRES±) UPLAND
down cape engineering, inc. AREA OF PROPOSED LOTS — 40,569 SF± (Il ACRES±) WETLAND RECEIVED
AREA OF PROPOSED LOTS — 130,137 SF± (2.''9 ACRES±) TOTAL
CIVIL ENGINEERS NO NEW ROAD LAYOUT.
JUL 1 2 2001
TOTAL AREA OF SUBDIVISION— 130,137 S.F.± (2.99 ACRES±) TOWN OF13,1kRNSTAeLE
LAND SURVEYORS
�P`�H fl•` M�� HEALTH DEPT.
ARNE ��
H. Y-
939 main st. Yarmouth, ma 02675 OJALA
ti No.2634E
�
S� /zo 0
ARNE H. OJALA PLS DATE
U
99-372
- f
LEGEND
OVERHEAD ELEC. TEL. POLE
l®
EXISTING CATCH BASIN S
P�
<� EXISTING HYDRANT
I �
W
J
U-.
I
LOCUS
I z �
Q �C-9
mQ
s
+p� LOCATION MAP SCALE 1 " = 1000'
Q
Q� ASSESSORS MAP 6 PARCEL 46
ZONING: RF 43,560 SQ.FT. — MIN. AREA
+ FRONTAGE 150' MIN.
SETBACKS: FRONT — 30 FT
SIDE — 15 FT REAR — 15 FT
"1 PLAN REFERENCE BOOK 143 PAGE 19
DEED REFERENCE BOOK 12835 PAGE 273
0
`S'o'G''y —
�°s
f C0� gER�O UNO�� �l
J
CPP�' N�U�� MESS
'Cl
y
''� '¢y 'Py op ifs �y
VIP 'I-
p °9 N
O
?� p0
F
f
G' 9L
A \ \ 09 sF tis xp� 'o,P
x
°
20 / 01 c9 'a
AL
AL
LOB' f I '�L <1 °
� F
44,784 sq.ft. upland 1P. \\\ \ I � 0 <<'
,, 1.02 acres ° ',\
'� < <� ° F �
o" Off ,¢
9,471 sa.ft. wetland
0.22 acres
�F
TOT11 L1. 5 acresFy ,Q �\ \
O�
# SHAPE ACTOR = 16.75 N ,f' �\ �'LO O�� �r p/
s, 9 F 2 f ti s
y�s�. �`S'� °� \ 2�' °G 9 �9y� �sz�, F
AL
••^^gyp 0,
AL
9 °
WETLAND \'s� J' ' P�Po
' y Cf-
cc s 'v
O,O �� sAL AIL
F
IL 0
AL
4
i 6
AL
ALa o
TOWN OF BARNSTABLE AID
CONSERVATION COMMISSION \ AL \ 8 \ Ap o
e
BK. 1415 PG. 72 �o / �.�� �cV ,��
-06
y� s� #14 y90 ' �_J #13 \
AL
r dS� ys /• r AL #1 4\ .3 0; T
� 'I � �AGFO r� F� f
A` �� ° 0` 9 � y y°���'F Fes° ��, �►
�0 7 O 5AL
9 �'
�9y40AL
ti
AL co A5
aim? 4 ° � 3 ° �'J j 4 ,y + (+y\ 'ter !1`jVs +� '
THIS PARCEL IS IN FLOOD HAZARD ZONES A11, B & C AL
BARNSTABLE COMMUNITY PANEL cs. O Y >AL 6 + I 7
2 ,y
250001-0021 D REVISED JULY 2, 1992. AL ' f 2z GO' '
j' 17
AQUIFER PROTECTION AREA i #22 / +.� 04 +., Q
/�l t� r +
MUNICIPAL WATER & UTILITIES AVAILABLE ON POPONESSETT ROAD \ LOT � - �•#23
NO NEW ROAD LAYOUT IS BEING PROPOSED BY THIS PLAN.
44,784 sq. ft;;:upland sT
SIGHT DISTANCES ON ALL ROADS ARE UNCHANGED. U, 1.02 acre- �„i \ + ! ? h
J r
THE TOTAL LENGTH OF TRAVELED WAY BEING IMPROVED IS 500't �_ 27,185 sq.ft. wetland
AL .10.62 acres %^iti
TOTAL 1.64 acres ° - + -Ib° o 's�S,o �q<`
AL s 1�9
Oi
SHAPE FACTOR '- 17.85 F '
SITE IS NOT IN A HISTORIC DISTRICT B -�i � FAA S ° �O
SITE IS NOT IN AN ACEC
POPONESSE T ROAD IS NOT A SCENIC ROAD cfl oo �o N W
SITE IS NOT 7N A DCPC #25 � `s0 c '� �+� 9�qo 'SITE IS NOT IN A CRITICAL HABITAT PER APCC ATLAS + A ��
TOWN OF BARNSTABLE
CONSERVATION COMMISSION
BK. 1415 Pi". 72
OWNER OF RECORD & APPLICANT: + SHEET B & SHEET C
ROBERT J. & VERONICA A. POWERS. J,
+ TO ACCOMPANY PLAN #794
51 STAPLES ROAD
DEFINITIVE PLAN
CUMBERLAND, R.I. 02864 +
REF: DEED BOOK 12635 PAGE 278
e+ i + +' '•� + OF LAND IN
+ + COTUIT
PREPARED BY-
BARNSTABLE, MASS.
off 508-362-4541 +
fax 508 362-9880 s, PREPARED FOR
- , . ROBERT J. & VERONICA A. POWER►'
AREA OF PROPOSED LOTS 89,568 SFf (2.06 .AClI4ESt) UPLAND
dOWI"1 cape engineering, inc. AREA OF PROPOSED LOTS — 40,569 SFf (0.93 ACC"tES±) WETLAND .tK �F `�N of ,H�s� RECEIVED
I" AREA OF PROPOSED LOTS - 130,137 SFf (2.99•. A RES±) TOTAL H AANE
H. JUL 12 2001
CIVIL ENGINEERS NO NEW ROAD LAYOUT. a o / l
TOTAL AREA OF SUBDIVISION- 130,137 S.F.t 2.99 r��. RESt AR f �� Fss� �J NOFBARNSTABLE
' ' �fClSTE4�_P TE "EALTH DEPT.
LAND SURVEYORS ( ) F �� ONgt LAND
�lahAt ENS
939 main st. yarmouth, ma 02675 >
SCALE: 1 = 40 DATE: J U LY 11 , 2001
40 0 40 80 120
99-372
xzay
J / U x22
Ila x2+.a
CENTERLINE - �+
LINE TABLE -�
4� LINE LENGTH BEARING s
r"d► 4 L1 25.76 S73 49 30 W
L2 306.08 S36'15'38"E ,
X1
Q a ROP SED PROVED ' '�►, L31 57.85 S33'42'48"E --
S31"41 42 E
AVE ED Y,- 14'WIDE L4 14.1.58 „
F OM A. 0 00 T L5 126.88
a Qo 53315 ,39E
' ,r,.. p J T TION 5+00. \
<v JAM ATHERINE
2 Q � CA
' IMO1'H C. & KATHLEEN M.McGRANAC T
Q- EXISTING HOUSE \ DOYLE
U BK. 23 PG. 541 WETLAND
1 L K. 6847 PG. 94
/ .1
Q NOTE. EX(S G GAS LINE BURIED 16
o JAM G. ELIZABET'H S.
4 a G CENTER IN OF CAD.
� � CRAIIG 51MPS0!N
1 Al A4 0.
TER MAIN" ON S UTH IDE OF ROAD .2
SC ADT_ �' DRY DITCH
� �s BK.' 1 E678 PG. 72 � x,7.
r
_:; NOTtFY D G-SAE ►� ,. 2
I ` r �, r ,
a
A3.
. NOT IWTERMIT PANT STREAM
N 78 I 2 ) PROP. E- x,6.9' ;
$K 1
LOCATED �.a \ ,
I / CAUTION. WATER & G SERVIC . x, 2
_ . 15.9 15.0 TRA LE 15.
13.6
A2 �.; \ VE D WAY, 14 WIDE
STALL ROAD SIGN Od`-- - r F CE HAY BALE L4lE
� \ x,6.6
CB . , u ER CONSTRUCTION)1 , f N)
T TOWN SPECS. .. T BE i TALLIED PRIOR TO ON x
-�"�4,3 1 00_,,,. 12.7 � 2•IL. _,,,,, ,,,�, , ��
C 5TRU TIO I�
PROPOSE
•-�. 1 50 12.2 _ + ,1�.,� r SED D �
. U MAINT ED UNTIL LOAM & PERSION
' ,,, �. M SEED ES
�"' GRASSED AREA AREA 3:1 Si OPES ,
12.3 r.
2 ,3,o ros _--.._,` ' ►, LENGTH 190 � iza
_ E FOR RUNOFF ' ,6.3 ,;5 XIS7 b7.0
,
c }0 ,4., -- NVG C.B. FND.
4 '
i. 15,6
_. ,.
99.90 � x,7.3
INSTALL 1
FLARE TO 1 8 FOR TRUCK ,� --_.... ___. . 2.9,3. ., , ROAD
PROPOSED 216 LO r.. 165.72 �.,,, _ --.�. _�._----- _
,z.4 ,os ,7,- ' h SIGN TO T.O.B.TURNING RADIUS II CB4 -�__ _ .�..��.._ �. 3
t
LEACHING TRENCH .._�� . ` I� '� . 9, ca 7 ^•
7 b�
x, g x PEGS.
WIDE X 2 DEEP � .. Y , .4 -- b'dq � . � ,
-�
, ._ e 2 - 0 x tl.0
\\ BENCHMARK ,2., s
ON :HYDRANT . TAG BOL.,
RAMUTA H. BACON
_ I x
ELEV. 14.55 NGVD STONE
6K. 4049 PG. 315
..1.--
"� I P P13SED
e"ev n.o
D15 E
1 NOTE. ,EXIST &- IA. _ rn ,7. Rs oN
! � x a.o
x TOP o EXI T. ,7.2
�4.9 ,., , AREA 1
�. b SIDE SLOPES
WATER ON SC ,TH e
' ; ROA BA K • • � , x,5 � ,zfi 2 tD �a
'` .. �, a. � �° �� � E 19 x22 AT RIM
f LOT
SIDE OF IRT RGA.�.. � h ,>.e
�.f ALP t 1, �. 1 a
--- ----- GAS IN C TER R..:;�D �
. . n.o
44 784 s .ft. upland NOT SHOW OR .. ARITY. �•, � �
a P
• - x 17.2 1
� �. O�
1.02 acres �►` a
/ +�. 6.9
:ft. wetland -./ � � � 0 7
+.. 1 .9
es
.
WETLAND DE h�EAT10N ,. , o
Y AMY BALL OR L
r'
TOTAL 1.29 acre `' I-
EC 1 C.
I 01 co ` 16.2 x
1r, 5/12 0 x6.4 EXISTING H�6�1
- DANIEL P. & MARGARET M. . r7 �Q 1A.7
1 SHAPE FACTOR 16.19 1
SULLIVAN
N, u� � o BUILDING P MIT:..::. . :
. cv WETLAN o
.� �¢48450 .
BK. 3256 PG. 229 .� ,
�. SE 3-3
� . 6
LAN x .
�CA _ z ,o r 11 r. ,4.0 x
r_rc;w_
,.
D AINAGE R1.2H
3 RESTO �, 1
ii
• R1�,TI90N 6
i
n
r _ X 8 O OB .9 x, .R ER , v. 59'� R '� �• o AREA , •._ ;
_ 'ram M ,
BOOK 659 PA�.
_ 7. x
N
L
- CA _
-
LANJ
_ _.,------ BY ARt�ENE YYILSOPd - ''.
A
4/4/01
LOW POINT ELEV -- 11.6
HIGH POINT ELEV = 14.4
_ HIGH POINT STA - 3+02.84
LOW POINT STA - 1+99.12 _ � " _ .
® V SCALE. 1 __ 0 ,
PVI STA 2+16.44
PVI STA -- 3+10.92 LOW POINTELEV 0
_ LOW POINT STA '= 4+20.89
ELEV - _ PVI E - 15_. -____- -- � a-o o 40 ao 120 Pee� ,
• s
A.D. _ -12..05 PVI ,STA. 4+07.38
T_ P" 1iL 7 9 1-
j = 11.34
K _ 8.30
A.D. 10.47 OF
l
1 0.00 VC Of
80.00 VC _ i fi� ARN cy ��H
.
80 OG VC
CIVIL u. H.
N lJo.80T92 LA "'
20 2 8 Q
pF ►STE .� �o
M(U Ui � f fad E� Q
,a• M r ,.� � NOTE.. BLEND GRADES TO MATCH � n� �,� sJ
x- + M Q�At hN�
00 ..N
rn ALL _,,ISTIC DRIVEWAYS .0 ROAD.
r. l�l + cp pp
U w ,t,
r y w r LIMIT OF WORK
w N o TI.NG-G
�-00
U � m U ,�
15 cc, U
-- m cai .
'� _ EXISTIN ROAD
- - --E>- - - I , ' off 508-362-4541
W � M� fax 508 362-9880
OOq• ,> . '"� UNCHA, IGED IN
THIS SR CTION L OT, ELEVATION l
down cape engineering, zne.
. 100.0 EXISTING �-P�JT ELEVATION p
- - _ t ROPO. P CONTOUR
CIVIL ENGINEERS
TOP ,NG TRENCH EL. 8. 5
{
10o - EXISTING'CONTOUR
LAND SURVEYORS
NOTE: EXIST NG GAS LINE B RtED OVERHEAD ELEC. TEL. POLE
ALONG CENTERLINE OF ROAD.
939 plain st.
8" WATER MAN ON SOU1N SI E 'OF ROAD
O PROPOSP) CATCH BASIN y�armouth, ma 02675
OTIFY DIG-SAFEo ,' _ El.. - EXISTING J-'JCF,` BASIN
1..- H 20 SLO ED CP INV. .0
5 --_- (r - ----
r- ,a, 00 ,�.•� _ I. 1i'
N _ BO �• .EACH TRENCH �7" EXISTING ,i 1 DRANT
r "'. -- -- -- PLAN AND PROFILE
� �,,w
Cr w "� J r'
SUBDIVISION
+ �, EST NIGH G.W. #794
EXISTING o
PROPOSED f- cx� �
CL GRADS �, TO ACCOMPANY DEFINITIVE PLAN
DATUM! -ELEV ENTERLINE �- I to 0)
z - I OF LAND IN COTUIT BARNSTABLE MA
o.o z , _ C )
CC (TYP.) -� r- -x w
tr oo ao ,� ao o N w rn �° d Ln _t LO ac m ao PREPARED FOR
� It-w d' M M M . (D N� to NO .- N U . N
_a,,� e- rJ" N N Ci
l!) Z d ¢ M N N N r CJ N 1r7 r C? -�"C7
r r r r r r r r r ~
RECEIVED
ROBERT J.&V�.�'RONICA A. POWERS
5+00 6+ JUL 12 2001
0+00 1+00 2+00 3+00 4+00 00
TOWN OF BARNSTABLE
HEALTH RNST.
DEP
�, 0, N f..I DATE : - 09 - 01
(n Lry It 7 M O?
= r N N N CS ,-U y r O
SCALE : AS NOTED
GA LaJ st d N � � N s +
M N N N C v r N � �; FILE 'V"' SHEET I. OF 2
_•.: „. ,
� 1 g HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1 -- 4
99 - 372
99-372 . .... .,.., ..
7
NOTES•
I ------ -- ---- - --- --1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN Of THIS PLAN IS
(-` _ APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, TI: EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATDN TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HNE CABLE, PIPE OR
. T I
I EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OFLOCATIONS.
TEST! HOLE LOGS 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS IMPLOYED ON THIS
CST
I PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABE SUBDIVISION REGULATIONS
= I AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKI STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TC PRESENT.
ENGINEER: PETER BRYANTC]1J ( W 3. VERTICAL DATUM IS NGVD29. ABUTTING HOUSE LOCATIONS APPZOX. FROM G.I.S.
WITNESS: BARNSTABLE HEALTH DEPT. I _
9 17 1/99 I a 1 32" 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H2C UNLESS NOTED,
DATE. / Lij
PERC. RATE < 2 M!N/iNCN IN C SOILS I 4" 24•" 5. 6" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED A(�AS.
_ I
CLASS I SOILS P I 6. PLACE FILTER FABRIC BETWEEN FRAME AND GRATE UNTIL ROAD PAVED AND SHOULDERS
: ARE STABILIZED WITH VEGETATION.
z 7. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
:214' CLEARED WIDTH (MIN.) ❑®®DODO❑ I 2200
ELEV. O, D DDDD❑� �- 'i �� I 8. INSPECTIONS REQUIRED PER BARNSTABLE SUBDIVISION REGULATIONS.
Q 17.6' Q■
DDDDDDD❑
A LS
C'ICJDDDDDD
er 10YR 2/2 FILL ❑D FIE]DDEll]
B
15r 3% CROWN 3% CROWN ❑DDDDDDD FRA , .-�N D �II AT
LS A SL NOTE: WIDENED SHOULDERS 12" RE-PROCESSED ASPHALT GRAVEL IN (2) 6" LIFTS ❑1=00000 SCALE: 3/4" - V-0"
I, 26"
10YR 6/8 1g,4' 18 10YR 3/2 WILL REQUIRE ADDITIONAL CLEARING MANUF. LeBARON, BROCKTON, MA
B IN MANY AREAS. EXISTING WATER MAIN (APPROX.)
C1 WEIGHMODEL: 4 LBS
sax c�vigL LS WEIGHT: 480 LBS
cos O EXISTING GAS MAIN (APPROX.)
2.5Y 6/6 42" 1 OYR 5/8 13 5' O
C1
Cos sox Guyu
C2 56r 2.5Y 6/6 TYPICAL SECTION SHOWING MINIMUM CLEARING
MS 1
C2 NOT TO SCALE
15Y 7/3 MS
2.5Y 7/4 NOTE: THE ROAD AREA BETWEEN STATION 5+00 (HYDRANT) AND THE END OF THE
ROAD AT FULLERS MARSH ROAD MAY BE MAINTAINED AT ITS PRESENT WIDTH; OVERHEAD
120" 7.6' 132" 6.0, CLEARANCES SHOULD BE CHECKED TO VERIFY THEY ARE CLEAR TO FOURTEEN FEET.
NO GROUNDWATER ENCOUNTERED
NOTE: MAXIMUM GROUNDWATER ELEVATION 40' ROW
ESTIMATED TO BE ELEV. 3.1 NGVD
SHOULDER
3:1 MAX. CUT 14' GRAVEL WIDTH 4'
SHOULDER
4' 2" OF 3/4" CRUSHED STONE 3:1 MAX. CUT
II
ROLLER COMPACTED -
r�
3% CROWN 3% CROWN
6' LOAM AND SEED
ALL DISTURBED AREAS (TYP.) 10" PROCESSED GRAVEL ROLLER COMPACTED ==<<
EXISTING
WATER MAIN (APPROX.)
3:1 MAX FILL
�3:1 MAX FILL �/ EXISTING GAS MAIN (APPROX.),)
TYP I CAL SECTION TH R U ROAD,
NOT TO SCALE
�tNOFMq HOf4fqj�
SCHEDULE OF DRAINAGE ELEVATIONS: ���ARNE H.�c41. q� ARNE `1J
MIRAFI 14ON OJALA N ME CIVIL OJALA
FILTER FABRIC STRUCTURE TOP OF No.3o79z No.26348
OVER STONE 4" PEASTONE NAME RIM EL. STRUCTURE INVERT IN INVERT OUT 9fcisr�R�°
1STER
12"0 SLOTTED H-20 L N0
CORRUGATED HDPE PIPE CB 1 11 .60 9.30 7.20
ADS N-12 OR EQUAL
...............z... ................... CB2 11 .60 9.20 7.10 7.00
...._
cV 75 -1.5 DOUBLE
WASHED STONE
• •
7.00PROPOSEDOADiMPROV IMPROVEMENT NOTES: c133 9.80 9.10 7.10
6.0' c64 9.80 9.20 ____ 7.20
EXISTING GRAVEL ROAD TO BE UPGRADED TO A WIDTH OF 14',
off 508-362-4541
STARTING FROM THE END OF PAVEMENT ON SANTUIT ROAD. fax 508 362-9880
ROAD AND ENDING AT STA. 5+00 AS SHOWN. NCH CROSS SECTION I
CONSTRUCTION TO CONSIST OF: TRENCH� !�
down cape engineering, inc.
1. SITE PREPARATION TO INCLUDE TRIMMING, CUTTING, CLEARING SECTION A-a
NECESSARY TREES TO ACCOMMODATE THE ROAD WIDENING AND NIS
RELOCATION AND SHOULDERS. REMOVE STUMPS AND UNSUITABLE SOIL, MAKE WIDEN 14' ROAD TO 18' AT BASINS AS SHOWN CIVIL ENGINEERS
NECESSARY CUTS AND FILLS TO OBTAIN SUITABLE SUB--GRADE. 18 LAND SURVEYORS
TREES SHALL BE CLEARED TO 14' X 14' MIN. A5 SHOWN ON SECTION. WIDEN RE-PROCESSED ASHPALT
GRAVEL AT BASINS. PITCH TO DRAIN
2. INSTALL (4) CATCH BASINS WITH CONNECTING PIPE AND CONNECTING 14' CENTER To CENTER
LEACHING TRENCH. CAUTION SHALL BE UTILIZED AS GAS AND WATER MORTAR ALL COMPONENTS 2' X 2' 8'FLANGE 939 male St. yarmouth, ma 02675
MAINS AND SERVICES ARE ALREADY INSTALLED IN THE ROAD. COORDINATE TOP STRUCTURE CB1 CB2 6" LOAM AND SEED H-20 F&G's
ANY REQUIRED RE-LOCATION OR SLEEVING WITH APPRPRIATE VENDORS. SEE SCHEDULE FOR EL 12" MORTAR ALL COMPONENTS SEE DETAIL ADJ. BLOCKS
ALL DISTURBED AREAS (TYP.) TOP STRUCTURE CD3 -- CB4 A5 REQ. PLAN
/�
SEE SCHEDULE FOR EL. (TYP.) P LAN AND PROFILE
3. INSTALL 10 OF PROCESSED GRAVEL MDPW SPEC. M1.03.1 AND 2" OF 3/4" CRUSHED STONE t2L4"I,.,D.,H-20RS 2r GROWN c R T �J /�ROLLER COMPACTED {N (2) LIFTS TO 95% 4"A IN. PEASTONE INVERT LEVEL 12"m CPP RUT TYP ►JULD1VI ION # ( `�MOD. PROCTOR DENSITY. AT EL. 7.0 PITCH VARIES E PAVEMENT SECTION
\I
THE GRAVEL SHALL BE PLACED TRUE TO THE LINE AND GRADES INDICATED ON THE PLAN.
BLEND ROAD GRADES TO MATCH ALL EXISTING DRIVEWAYS. /, 6'-8"X6'0
6" LOAM & SEED SHOULDERS AND ALL DISTURBED AREAS NOT GRAVELLED. - DRILL (2) 1" H-20 DEEP SUMP
DRILL (2) 1- 000 GALLON PRECAS TO ACCOMPANY DEFINITIVE PLAN
4. 6'-8"X6'0 HOLES (TYP.) SLOTTED WDPE SLOTTED HDPE HOLES (TYP.,) CATCH BASIN
5. ROAD SIGNAGE AND FINAL CLEANUP. H-20 DEEP SUMP H'?H 6' WIDE WITH 6' WIDE & CYP.) , OF LAND IN COTUIT (BARNSTABLE) MA
1DDD GALLON PRE 12"� H-20 CLASS 5 RCP C.B. TRAP i/l,",3101NIN1Ipt,N,t111O,tv"tl"tllllll/IIIIlIp q11 ,1t1111......tIt111IIIB:Iiiat,l{llili6111111N11,i11"il 1 IIIIp11l1A1Ni1N1„i1tllLtliNtHtiUNttl,Itlpbiltl4U,R", .,,.,«..., C.B. TRAP
NOTE: ACCESS TO ALL HOUSES TO BE ALLOWED BY THE CONTRACTOR THRU COMPACT AROUND PIPE ' 12"0 CPP INVERTS LISTED `°
ONE END OR THE OTHER OF POMPONESSETT ROAD AT ALL TIMES. CATCH BASIN PITCHES VARY 2' DEEP PREPARED FOR
(TYP-) ELEVATIONS A5 USTED 1 ELBOW �C� 3/4" - 1 1/2" LEACHING ELBOW 12"0 H-20 CLASS 5 RCP SEE SCHEDULE
CONTRACTOR RESPONSIBLE FOR ABUTTER NOTIFICATION AND COORDINATION OF ACCESS. IN DRAINAGE SCHEDULE SEE SECTION WASHED STONE TRENCH COMPACT AROUND PIPE
SEE SECTION PITCHES VARY ELEVATIONS AS LISTED 11 6-8"Xs,0 ROBERT J.&VERONICA A. POWERS
IN DRAINAGE SCHEDULE
BOTTOM STONE
NOTE: CLEARING/GRUBBING, DRAINAGE AND GRAVEL INSPECTIONS REQUIRED. 24 HOUR NOTIFICATION TO ENGINEERING DEPT. REQU{RED. TOWN OF BARNSTABLE REGULATION: AILL PIPE UNDER PAVEMENT EL 6.0 6' 0 g
SEE SUBDIVISION REGULATIONS FOR REQUIRED INSPECTIONS. TO BE REINFORCED CONCRETE PIPE CLASS V H-20'DEEP'DEEP SUMP" \SECTIONAL PLATE(TYP.)
MANUFACTURED IN ACCORDANCE WITTH ASTM C76 1000 GALLON PRECAST
AND AASHTO SPEC M170, WALL B WITH BELL AND SPIGOT CATCH BASIN
JOINTS SEALED WITH A R
NOTE: REFERENCE MEMO TO RALPH CROSSEN FROM STEPHEN PEEC C E RUBBER GASKET IN
ACCORDANCE WITH ASTM SPEC 4.43 (TYP.) DATE . '7 - 0 9 -- 01
SEYMOUR, PE, PROJECT ENGINEER, DATED AUGUST 28, 2000 THIS MEMO IS BEING USED FOR GUIDANCE FOR THE CONSTRUCTION S CTI ® �!�IH RA, V SCALE: AS NOTED
DETAILS OF THE SOUTHERLY END OF THIS ROAD. (SEE PRIOR PLAN
NOT TO SCALE
FOR SOUTHERLY PORTION) (EXCEPT FOR ROAD SIGN, THE
SOUTHERLY END ROAD WORK IS NOT IN THIS CONTRACT UNLESS
OTHERWISE SPECIFIED.) SHEET 2 OF 2
NOTE: REFERENCE MEMO DATED DEC. 4, 2000 FROM COTUIT FIRE DEPT.
STREET SIGNS SHALL BE POSTED AT EACH END OF THE ROADWAY AND -
7
HOUSE NUMBERING SHALL COMPLY WITH TOWN OF BARNSTABLE REGULATIONS.
99-372