HomeMy WebLinkAbout97-87P_HIDDEN WOODS SUBDIVISION PREPARED FOR LAWRENCE A. FIANO_DART HILL ROADMAP -LOT
OWNER
ADDRESS
104-5
Dwight A. & Alexandria
80 Dart Hill Road S. Windsor, CT 06074
S. Forrester
104-6
Francis A. Jr. &
70 Dart Hill Road S. Windsor, Cr 06074
Timothy P. Carcia
104-7
Robert W. & Helen L.
60 Dart Hill Road S. Windsor, CT 06074
Corcoran
104-8
Donald L. & Helen M.
52 Dart Hill Road S. Windsor, CT 06074
Cantwell
104-9
Carol A. Brodeur
40 Dart Hill Road. S. Windsor, CT 06074
104-10
Paul Lec1 & Lucy M.
28 Dart Hill Road S. Windsor, CT 06074
Prevost
104-14
Susan B. Mullen
29 Dart Hill Road S. Windsor, CT 06074
104-15
Patricia Z. Abbie &
41 Dart Hill Road S. Wind --,or, CT 06074
William F. Zanks
104-16
Thomas P. Powers
51 Dart Hill Road S. Windsor, CT 06074
1VY-1/
104-18
Dean A. & Carol. A.
69 Dart Hill Road S. Windsor, C, 060*74
Collins
104-19
Albert Marino
79 Dart- Hill R:)ad S. Wind_-A:)r, C:T' 06074
104-20
Kenneth & Sharon
89 Dart Hill Road S. Windsor, CT 06074
Fitzgerald
104-21
David Pollack
25 Hamlin Drive W. Hartford, CT 06117
104-22
Town of South Windsor_
1540 Sullivan Ave. S. Windsor, CT 06074
104-23
Richard E. Musgrave
75 Paper Chase S. Windsor, CT 06074
104-24
Thomas C. & Elizabeth
63 Paper Chase S. Windsor, CT 06074
R. Davoren
104-25
Joseph I.. ]Pelletier
57 Paper Chase S. Windsor, CT 06074
104-45
Town of South Windsor
1540 Sullivan Ave, S. Windsor, CT 06074
104-52
Angelo J. & Joann R.
173 Fairview Dr. S. Windsor, CT 06074
Alleano
104-53
Thereas S. Prestileo
24 Mara Trail. S. Windsor, Cr 06074
104-54
Ruth S. Dileo
32 Mara Trail. S. Windsor, CT 06074
104-55
Thomas A. & Suzanne
40 Mara Trail S. Windsor, CT 06074
R. Stecko
104-56
Thomas E. Burton
35 Mara Trail S. Windsor, CT 06074
104-57
Carol R. Miller
29 Mara Trail S. Windsor, CT 06074
104-58
Ivars Maidelis
11 Mara Trail S. Windsor, CT 06074
104-59
Marlon E. Starling
141 Fairview Dr. S. Windsor, CT 06074
Sr.
`
104-60
Saul M. Levine
129 Fairview Dr. S. Windsor, CT 06074
104-61
Richard R. & Emily
117 Fairview Dr. S. Windsor, CT 06074
Olson
104-62
Stephen C. & Sylvia
105 Fairview Dr. S. Windsor, CT 06074
J. Yoder
104-63
Martin J. Molloy
91 Fairview Dr. S. Windsor, CT 06074
104-64
David G. & Gayle A.
77 Fairview Dr. S. Windsor, CT 06074
Brown
104-65
Irene R. Pisch &
65 Fairview Dr. S. Windsor, CT 06074
John Lareau
104-68
John J. Zanks &
41 Dart Hill Road S. Windsor, CT 06074
Patricia Abbie
116-41
Manuel D. & Dolores
18 Niederwerfer Pd. S. Windsor, CT 06074
D. Pereira
116-5
Everett Lovering Jr.
8 Niederwerfer Rd. S. Windsor, CT 06074
116-6
Georgann R. Roche
152 Dart Hill Road S. Windsor, CT 06074
116-7
John & Ann J. Collins
160 Dart Hill Road S. Windsor, CT 06074
116-8
Roland W. & Ralph D.
`3.70 Dart Hill Road S. Windsor, CT 06074
Schneider
116-16
Neal R. S. & Cheryl
54 :Paper Chase S. Windsor, CT 06074
E. Goldbera
116-17
Russell & Yung Avery
60 Paper Chase S. Windsor, CT 06074
116-18
Roberta M, & Edward
66 Paper Chase S. Windsor, CT 06074
G. Yush
116-19
Robert N. Tower
72 Paoer Chase S. Windsor, LT 06074
116-20
John J. Bimorite
127 Dart Hill Road S. Windsor, CT 06074
116-21
Glenn A. & Marlene
117 Dart Hill Road S. Windsor, CT 06074
`
Dickison
116-22
Marc C. & Tina Marie
107 Dart Hill Road, S. Windsor, CT 06074
Fleming
116-23
Clifford H. Fisher Jr.
88 Dart Hill Read S. Windsor, CT 06074
116-24
Alice G. Ion_lon
100 Dart Hill Road. S. Windsor, CT 06074
116-25
Lawrence J. & Yvette
110 Dart Hill Road. S. Windsor, CT 06074
Girardin
116-26
Moharmned K. & Jahan
122 Dart Hilt Road. S. Windsor, CT 06074
Akhte Hussain
116-27
Colette P. Switaj
7 Niederwerfer Rd. S. Windsor, CT 06074
116-211
Ernest Jr. & Laura
15 Niederwerfer Rd. S. Windsor, CT 06074
F. Rempel
116-65
Russell E. & Susan
10 Kellog Circle S. Windsor, CT 06074
Fiore
116-66
Randy & Starr
8 Kellog Circle S. Windsor, CT 06074
L.ichtnan
Type of Survey: COMPILATION PLAN
Boundary Determination Category: N/A
Class of Accuracy:
V Not a field survey
To my knowledge and
be:i_ief, this map is substantially correctas noted hereon. This survey
was nremral rvircainnt t-n i-h� c+--4-„
20-30(Yc--1
through 20-300b-20 and the "Standards for Surveys and Maps in the State of Connectic.zt" as
adopted by thhe�, Connecticut Association of Land Surveyors, Inc., on September 26, 1996
Sands E. Aeschliman
LS 414201
SOUTH WINDSOR
PLANMING DEPT.
•
�.� �_ �i��is •►u►, : a.�. it �ui�►�r.
ZONE = RURAL RESIDENTIAL (INTERIOR LOT)
Required
Provided
Lot Area (s.f.)
80,000
87,889 (min.)
Lot Width (ft.)
262.5
300+
Lot Depth (ft.)
200
300+
Max. Stories
2 1/2
2 1/2
Height (ft.)
30
30 (max.)
Lot Coverage
10%
100 (max.)
Front Yard (ft.)
50
75+
Rear Yard (ft.)
50
50+
Side Yard (ft.)
20
50+
AREA OF SUBDIVISION = 243,539 s.f. or 5.59 acres
OWNER: DAVID POLLACK APPLICANT: LM%UNICE A. PIANO
25 HAMLIN DRIVE P. 0. BOX 778
WEST HARITIURD, Cr 06117 MANCxMSTER, Cr 06045
LAND SURVEYOR: AESC LJNM LAND SURVEYING
345 BELL STREET
GLASTONBURY, CT 06033
SANDS E. AESaff IMAN, L.S. #14201
ENGINEER: CES ENGINEERING
203 BOSTON HILL ROAD
ANDOVER, CT 06232
GERALD E. HARDISTY, P.E. #15974
KEY MAP
HIDDEN WOODS SUBDIVISION
PREPARED FOR
LAWRENCE A. FIANO
SOUTH W I N DSOR , CONN .
(Zr-V. Z-Co-9 $ APPRp VAS. Go�NMti1ITS
QEV - I - 2 99 �7A1=F CCMME�-CTS
Q�V, �z-29-9-7 S�tAF(-•� CoM1�EFJ-rs
►Zl-'ti. tz-�-9-r STAFF GuMNt,�IJ'
I AESCHLIMAN LAND SURVEYING
345 BELL STREET
GLASTONBURY, CT 06033
100 50 0 100 (86C) 659-4881
Graphic Scale - In Feet Date 8 - 7 - 97 Scale I" = 1001 Map No. 97071 - 1
SHEET I OF 4 SHEETS
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
4't°so,EON`'� AREA CODE 860 / 644-2511
CERTIFIED MAIL
December 24, 1997
CORRECTED LETTER
(Removal of condition 42)
Lawrence A. Fiano
P O Box 778
Manchester, CT 06045
Dear Mr. Fiano:
Re: Appl #97-87P, Hidden Woods Subdivision
At the November 19, 1997 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved appl #97-87P - Conservation Plan approval for the subdivision of
5.59 acres to create two lots to be known as 'Hidden Woods" on property located easterly
side of Dart Hill Road, southerly of the intersection of Niederwerfer Road and Dart Hill
Road, RR zone as shown on plans prepared by Aeschliman Land Surveying, Map No.
97071-1 and dated August 7, 1997. This approval is subject to the following conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be
submitted to this Commission. This must be completed within 65 days of approval prior
to any construction activity on the site. Plans submitted to Planning & Zoning
Commission shall be considered having met this requirement.
1 The application shall indemnify and hold harmless the Town of South Windsor against
any liability, which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on November 19, 2002. It has been
IWA/CC's policy to notify land^wner(s)/applicant(s) of expiring wetland permits.
However, it is the landowner(s)/applicant(s) responsibility to track expiration dates and
notify the Commission of a renewal request at least 65 days prior to expiration.
4. All approvals required must be obtained and submitted prior to any activity on the site.
5. A contact person shall be identified on the plans.
6. We recommend a bond is the amount of $2,000 to be submitted to the Planning &
Zoning Commission to ensure compliance with the Erosion and Sedimentation Control
Measures.
7. The common drive for the first 200 feet is a constant 10% straight up. Waterbars shall
be placed at 50-foot intervals to divert runoff to the side of the driveway.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
0. _6� ;
Elizabeth A. Warren, Chairman
EAW/pmm
Cc: Chief Building Official
Planning & Zoning Commission
Town Engineer
Aeschliman Land Surveying
,, � 15,0 SUIt iVAN AVENUE S1U1111VINDSOR CONN °111',
AREA CODE 66° 1644 2511
January 15. 1998
CERTIFIED MAIL
Lawrence A. Fiano - Vo 1 O
P. 0. Box 778 g:C APtprZ jufp L L e-fTE IZ
Manchester, CT 06045 q
Dear Mr. Fiano: PATE o
Re: Appl #97-87P, Hidden Woods Subdivision
We are pleased to advise you that the Planning & Zoning Commission voted on January
13, 1998 to approve with modifications appl #97-87P - Special Exception to Article 4.6.1
of the zoning Regulations and subdivision of ± 5.59 acres to create two interior lots to be
known as 'Hidden Woods' on property located easterly side of Dart Hill Road, southerly
of the intersection of Niedenverfer Road and Dart Hill Road, RR zone as shown on plans
prepared by Acschliman Land Surveying, Map No. 97071-1 and revised through January
2, 1998. This approval is subject to the following modifications
I. This approval is for 2 lots, number 1 - 2.
2. Drainage and construction for this subdivision is subject to the approval of the Town
Lrngineer.
3. All lots shall be served by the Town of South Windsor sanitary sewer system and are
subject to the approval of the Water Pollution Control Authority.
4. Water shall be supplied to this subdivision by wells.
5 This application is subject to the conditions of approva of the inland Wetlands
Agency/Conservation Commission, including a bond in the amount of $2,000.
6 All plans used in the field by the developer must bear i:c stamp and authorized
signature of the Town of South Windsor.
7. All easements for conservation purposes, drainage or utiht.••ti, ;hat may be required
in connection with the approval of this subdivision, must ix submitted on standard
Town easement form where appropriate, to this Commission prior to filing the
mylars and issuance of building permits. All deeds for open space, public
improvements and roadways must be submitted prior to request for Town
acceptance; all deeds must be in accordance with the policy for accepting deeds and
must be approved by the Engineering Department and Town Attorney.
8. Footing drains are required for each house. Prior to the building of any structure on
a lot, a topographic map, drawn to a scale of 1' - 40', shall be submitted for each lot
in thr en_MivtS:Dn ehD1-..'n•, 'I ^•+r•••••�-I.Vat:0n5 "^d t,1:e ID:,at;0n ^f the
a proY,.Se.. �............. ..
[oozing drains. No building permits will be issued until the proposed contours, floor
elevations and location of footing drains have been approved by the Town Engineer.
9. If, for any reason, finished grading and other individual lot site work is not
completed, the Town Engineer shall determine the amount of a cash bond to ensure
final grading and site work. This cash bond must be submitted prior to issuance of
a Certificate of Occupancy.
10. Quantity estimates must be submitted to the Town Engineer (on the enclosed form)
for the purpose of determining subdivision bonding, and all bonds shall be posted
prior to filing the plans.
If the developer chooses to submit a Letter of Credit for a one-year term, in lieu of a
surety bond, said Letter of Credit must be renewed on at yearly basis until
completion of the development. If a new Letter of Credit has not been received
within 30 days before the expiration date, the Commission may, at its option, call
the Letter =t is holdi
ng.
1 in- 8.
11. A drainage assessment fee in the amount of $100.00 shall be submitted to this
Commission.
12 No building permits will be issued until all modifications have been complied with,
and the final plans have been filed in the Town Clerk's office.
13. The increased driveway radius (25 feet) and emergency vehicle turn -around must be
incorporated into the final plans.
14. A copy of the approval to construct a driveway across the Connecticut Light & Power
right-of-way must be submitted prior to issuance of building permits,
15. The enclosed Special Exception form must be completed and filed in the Town
Clerk's' office. The special exception will take effect upon filing.'
Black and white transparent mylars of sheet #2 with the above modifications, together
with three blueprint copies of the entire set of plans must be submitted to this
Commission within 30 days to be stamped and signed. The letter of approval of this
Commission, Inland Wetlands Agency/Conservation Commission, as well as WPCA must
be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for
filing in the office of the Town Clerk by May 2. 1998. After filing these plans, a copy of
the receipt must be submitted to the Planning Department.
Very truly yours,
PLANNING & ZONING COMMISSION
a
Frank A. Castro. Chairman
N/F THOMAS F POWERS
-own, 0,ye South `duu&oz
♦ �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074-2786
AREA CODE 860/644.2511
FAX 860/644-3781
August 3, 1999
CERTIFIED MAIL
Mr. Lawrence Fiano
30 Old Trail Rd.
Glastonbury, CT 06033
Dear Mr. Fiano:
Re: Appl #99-38P, Hidden Woods Subdivision
We are pleased to advise you that the Planning & Zoning Commission voted on July 20, 1999, to
approve with modifications application #99-38P, Resubdivision to create two (2) lots to be known as
"Hidden Woods Subdivision" on property located on the east side of Dart Hill Rd. south of
Neiderwerfer Rd., RR zone as shown on plans prepared by Aeschliman Land Surveyors, project #
^. 97071-1 and revised through 8/7/97. This approval is subject to the following modifications:
v�AN 1. This approval is for 2 lots, numbered I and 2.
0//\ 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer.
/C0 3. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to
tire approval of the Water Pollution Control Authority.
4. Water'shall be supplied to this subdivision by wells.
5. A liability insurarlce pclGcy malt be sit:n:itted to this cviii;ais.,ion naming the Town of South
C� Windsor as an insured, with a combined single limit for bodily injury and/or property damage in
the amount of $1,000,000.
6. This application is subject to the conditions of approval of the Inland Wetlands
(� Agency/Conservation Commission, including a bond in the amount of $2,000.
7. Prior to commencement of any site work, a preconstruction meeting must be held with Town
Staff.
8. All plans used in the field by the developer must bear the stamp and authorized signature of the
y/L Town of South Windsor.
O
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93,
87, 889 S. F.
2.0177 ACRES
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Type of Survey: SUBDIVISION
Boundary Determination Category: DEPENDENT RESURVEY
Class of Accuracy: A- 2
To my knowledge and belief, this map is substantially correct as noted hereon. This survey
was prepared pursuant to the Regulations of Connecticut State agencies Section 20-300b-1
i-h �-ni wl•1 O n_'2 nn1-._'fin � V A i-I,- tl L 4- -„•..3 -. �..a.. -C- n.. _ �
u u.vuyA• c. -�vvN c,w "Laze %_=_ •7 l.Crl AACL!_U.7 LUL JedLVCyS CUK.1 ln&J_5 1I1 Lfle .bLa-ce or (...onne_cr_1t-ur_-- as
adopted by the Connecticut Assc--iation of Land Surveyors, Inc., on September 26, 1996.
Sands E. Aeschliman IS ¢#14201
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�.-.f.-. -�A- 4-- • -; 4-1 -A . tto�. ..a -. T1,..., .-,a L+.. T-, 4 .-7 TL.I I _-I,
rcicrenC:e is -MaCle t.0 iiza'NS L..LL_l.cu. DvlutuEziy �tlive`y rtcparcu rur 1xtViu r-UliaL✓n
Dart Hill Road South Windsor, Conn." Dated 01-12-95 Scale 1" = 60' by JC
Sommers Associates, Inc. 25 Terrace Drive Vernon, CI' and "Easement Map Prepared
For Marc C. & Tina Marie Fleming 107 Dart Hill Road South Windsor, Connecticut"
Scale 1" = 40' Dated April 4, 1997 by Dubiel Associates.
9. All easements for conservation purposes, drainage or utilities, that may be required in connection
with the approval of this subdivision, must be submitted on standard Town easement form where
appropriate, to this Commission prior to filing the mylars and issuance of building permits. All
deeds for open space, public improvements and roadways must be submitted prior to request for
Town acceptance all deeds must be in accordance with the policy for accepting deeds and must be
approved by the Eirtgineering Department and Town Attorney.
10. Footing drains are: required for each house. Prior to the building of any structure on a lot, a
topographic map, drawn to a scale of 1" = 40', shall be submitted for each lot in the subdivision,
showing proposed'. contours, elevations and the location of the footing drains. No building permits
will be issued until the proposed contours, floor elevations and location of footing drains have
been approved by the Town Engineer.
11. If, for any reason„ finished grading and other individual lot site work is not completed, the Town
Engineer shall determine the amount of a cash bond to ensure final grading and site work. This
cash bond must be: submitted prior to issuance of a Certificate of Occupancy.
12. The Town Engineer has recommended a bond in the amount of $3,500 for subdivision
improvements. All > onds shall be posted prior to filing the plans. If the developer chooses to
submit a Letter of Credit for one-year term, in lieu of a surety bond, said Letter of Credit must be
renewed on a yearly basis until completion of the development. If a new Letter of Credit has not
been received within 30 days before the expiration date, the Commission may, at its option call
the Letter it is holding.
13. A drainage assessment fee in the amount of $100 shall be submitted to this Commission.
14. No building permits will be issued until all modifications have been complied with, and the final
plans have been filled in the Town Clerk's office.
15. All previous approval conditions from the 1/13/98 approval remain in effect
Black and white transparent mylars of Sheets N 2with the above modifications, together with three
blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this
Commission within 30 clays to be stamped and signed. The letters of approval of this Commission, as
well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars.
After mylars have been signed by the Commission, they will be returned to you for filing in the Office
of the Town Clerk by October 22, 1999. After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Sincerely,
Sue W. Larsen, Chairperson
Planning and Zoning Commission
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MARC & TINA MARIE FLEMING
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_ 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
44Osoe cbl� AREA CODE 8601644-2511
February 10, 199E
Mr. Lawrence A. Fiano
P. 0. Box 779
Manchester, CT 06040
RE: Hidden Woods 2-lot Subdivision
99 Dart Hill Road
SOUTH WiNDSOR, CT
Dear Mr. Fiano:
The South Windsor Water Pollution Control Authority, at its regular meeting of February 3, 1999, gave
conceptual approval for connection to the Town's sewerage system of two residential buildings, as more
specifically shown on plans entitled 'Topographic and Sediment & Erosion Control Plan, Hidden Woods
Subdivision, prepared for Lawrence A. Fiano, South Windsor, Conn.' by Aeschliman Land Surveying,
Glastonbury, CT, Drawing No. 3 of 4 dated 8/7/97, revised 12-5-97, and subject to the following
conditions:
1. Technical approval of the Town Engineering Department.
2. Final Authority approval and soceptance of the sanitary sewerage connection will be given once
the sewer line has been installed and inspected by the Town stag and based upon the written
verification of the Town staff that said sanitary sewer line was installed in substantial
conformance with the design plans previously approved by the Authority, and meeting all Town
regulations and appropriate technical specifications relating to sanitary sewer cousancdion.
3. Auxiliary electrical connections shall be provided at the exterior of both houses.
4. Sewer benefit assessments shall be payable on both lots following review and approval of
calculations by the Wake Pollution Control Authority.
5. Easements in a form acceptable to the Town Attorney shall be provided, with particular mention
to ensuring that systems for Lot #2 will be able to function even if systems at Lot #1 am not
functioning.
6. Sewer profiles and additional engineering design details for the pump systems shall be provided.
7. Thu approval letter must be superimposed on the final approval plans.
very `iy yours,
/, -
Thomas 11inAsom, chairman
Water Pollution Control Authority
LEGEND
Ex ist in; Iron Pin
O Iron Pin to be set
SUBDIVISION PLAN
HIDDEN WOODS SUBDIVISION
PREPARED FOR
LAWRENCE A. FIANO
SOUTH WINDSOR, CONN.
a
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SHEET 2 OF 4 SHEETS
All lots shall be serviced by the Town of South Windsor sanitary sewer system
and are subject to the approval of the Water Pollution Control Authority.
Water shall be supplied to this subdivision by ir%8iviA-0J welts.
A fire hydrant, if required, will be subject to the approval of the Fire
Marshall of the Town of South Windsor.
Existing trees shall be preserved to meet the street tree requirement of the
Town of South Windsor Subdivision Regulations.
An individual shall be identified on each plot plan as the contact person /
responsible for Erosion and Sedimentation Controls.
See Sheet 4 for additional notes and details. N/F THOMAS P. POWERS \
z
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BURTON
THOM p,S E. NSF
Type of Survey: TOPOGRAPHIC
Boundary Determination Category: DEPENDENT RESURVEY
Class of Accuracy: T- 2 t A- 2
To my knowledge and belief, this map is substantially correct as noted hereon. This survey
was prepared pursuant to the Regulations of Connecticut State Agencies Section 20-300b-1
through 20-300b-20 and the "Standards for Surveys and Maps in the Stated of Connecticut" as
adopted by the Connecticut Association of Land Surveyors, Inc., on September 26, 1996.
Sands E. Aeschliman IS 414201
, , a► '� N� IFRICH
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THOM AS &
NSF
ZANNE S-TF 0
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Certifie s bst ntially correct:
P. E. 15974
Him
Enviroment/one grinder pump Model GP-212 or equal to be utilized. Pump to be
installed in the basement of each proposed house.
AcK1�X-AZ ( P0wc-2 ?�-U(:� 'To Cott UE_ct To ?UMP F70M
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- -- --- i -- -- --Z"lo
Z�5 TOPOGRAPHIC and
SEDIMENT & EROSION CONTROL PLAN
HIDDEN WOODS SUBDIVISION
- Zco 0
PREPARED FOR
LAWRENCE A. FIANO
SOUTH W I NDSOR, CONN.
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STAFf Ct7M M�eJ.YTS
AESCHLIMAN LAND SURVEYING
345 BELL STREET
GLASTONBURY, CT 06033
(860) 659-4881
Date 8 - 7- 97 Scale 1 t = 40' Map No. 97071 - 1
SHEET 3 OF 4 SHEETS
EXISTING
PAVEMENT
SAWCUT AND SEAL JOINT
(COMPACTED, CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE (On
MATCH EXISTINGs IF GREATERI M.C4
(COMPACTED) CLASS I BITUMINOUS
COKCRETE BINDER COURSE (00
MATCH EXISTING . IF GREAT ER) AI.C4
6"(COMPACTEO) PROCESSED TRAPROC9
BASE - m.05.01
6'(COO.PACTED) PROCESSED 4RAVCL
SUSASE OVER COMPACTED SUIGRA0,C
IT*9aIC- SACKFILL! M.CZ-GAA;,§
WIR 1
TRCNCM NOTES
WIOTH 1
VARIES 1 1. A�.L SIRCUT AND SELLED.JOIN.S G
BE EITHER PARALLEL WIT" OR PERPEM-
TO,
�ICULAR THE CENTER -LINE OF
TYPICAL THE PIPE.
TRENCH
SECTION 2.ALL MATERIALS ARE T* MEET
FORM 1114, AS AMENDED
A'
Ap, 1:
4.
SECTION A
—T.S. 7-
r-% r— r% A A A h I I- R I "r- r'. A t i— A A r-,k f-" 00
7.
r L M IVI A IN L IN I riA V t-- IVI r- 1\4 11
PATCHING DETAIL
EX NQ PAVEMENT 'a Iv,
—2' (COMPACTED) CLASS 2 BITUMINOUS ', ',A
CONCRETE SURFACE COURSE - M.04 41"",T
7.
7
� 4, Fe
OPAPACTED) PROCESSED
atiOCK BASE - M,05.01
4A
Y
�07
-SSED GRAVEL
UTCOMPACTED SUBGRADE
13ASE R) PFJOCF
(TRENCH BACKFILL) M.02-GRAD. 'S'
N'v
0.0.. 11P
APPROVED 13ACKFILL PLACEO
AND COMPACIIED IN 12" LAYERS
E APPROVED)
0 STONE LARGER THAN 3-
Tl
IENCH WIDTH A -
VARIES
SEE TYPICAL
%L
SECTION
N. i.�;. Hull:
MATERIALS ARE TO MEET FORM $14.
AS AMENDED.
4 .7,
"A'
TEMPORARY PAVEMENT
PATCHING DETAIL -b
L AW N STREETS/
CROSS-COUNTRY PAVED AREAS
TOPSOILa SOD OR SEED SEE PERMANENT
PAVEMENT PATCHING DETAIL
4.�
Q. APPROVED GRANULAR NON-
T .. -V:D.
on: ORGANIC BACKFILL MATERIAL
12" PLACED AND COMPACTED IN
ONE FOOT (I ItMAX.)LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
6-345, AS AMffNDED, PLACED
112"(MIN.) TO 24'(MAX.) ABOVE
TOP OF P I PE.
lop
SAND BLANKET
PIPE,ASSPEC:F!ED
PIPE,
1/20.
Pi P E
3/4 BROKEN TRA?ROCK
I
F 12, T PIPE F il"
SECTION
N.T. S.
TYPICAL SANITARY TRENCH
0
Vq
VAA,qw 0--ps"51 0" W P,
MFJC.Klr CIO %L= mm
Q�e � now Qv, U
CAI.T..C. GFIZO. C, III,=
4
%
HAY BALES
WIRS
POSTS
kw,% - - E 2A. m1w.
I tAA,'A.
MOM 1-nf en"
SILT FENCE
Figure 7-8 - Catch Basins
n stakes drivrr
2x4 woode
min. of 12 inches into
STORM .5 the ground
Filter fabric Wooden latera
cross braces
tucked
6-12 in. as needed
into
L \J PLOW grade
Flow
F I ow
"R;
4.4cgov, WITH 0 Z1111."A3, Catch Sasin
Silt Fenq
��ation at
nal DaIC 1HbLdItdLIOn aT Latch Basins
'0
Fit -Teo. &ztic. X Ls-r,- 6-
L
PAVCn`
%�J
MACTAU
Gr"Tc
1..1- SUPLAS TAA"
"Old b. rims-4. L-1- SEDIMENT'CONTROL
AI�C f.� 6111 " III-"
4 c*f1rOt.tta to
fL..8 ilboul "-d lr�."
C-C.Lts k-ld b. P 1.?6
F It
I)EV711AE Silt f4 t.
LIT hy I..d. — b.
Source: U.S. Department of Agriculture. Soil Conservation Service, Storrs,
Connecticut.
EXISTING GROUND �-ELEVATION
A,
6" CMR IN GRAS�AREAS
1P..
lf�;J'i d
Z
r? Jr.,
b.
Y
J
17
CLEANOUT AS
—CONCRETE ANuium PAD
MANUFACTURED BY ZURN
OR APPROVED EQUAL
WATERTIGHT THREADED PLUd"...
NEOPRENE GASKET CONNECTION
-SCHEDULE 40 PVC —
PIPE
ADJUST To GRADE BY SETTING
VPQTIt'At PIPE LENGTH
..Standard Bend OY4
4
S (iy
tandord Wye.
t-la,
-A
Sanitary Lateral
"Z
v
7
TYPICAL SANITARY -CLEANOUT
��, : W�o"
NON -SHRINK
MORTAR (TYP)
(SEE STANDARD DETAIL)
CT DOT 2*
FILIER FABRIC
CONSTRUCTION ENTRANCE
N,
41.�
ELBOW
CLASS A -
CONCRETE
ELB"0W
ELEVATION SECTM
N.T.S.
4 . 1r
TOWN OF SOUTH WINDSOR MANHOLE OUTSIDE
STANDARD DETAIL DROP INLET.
JANUARY, 1991 LO: PVOLVC W0I DI*CCTD*
ELEVATION.
N. T. S,
NOTES!
I . TOP STE P TO bi A MA X I MV M OF 12'
BELOW TOP OF MANHOLE FRAME a
COVER ELEVATION.
COLO AP1140 2. IF TOTAL DEPTH IS TEN FEET OR GRCATEA,
DITUNINOWS CERTIFICATION OF H-20 LOAD BEARING
AtliLt $KALI' CAPACITY SMALL BE SUBMITTED TO THE
TOWN ENGINEER FOR APPROVAL PRIOR
TOINSTALLATION
_�t�TLRMAT JOINT 3. SEE MISC':LLA4EOUS MANHOLE DETAILS
S".EET.
S
.5ASKET JOINT
of, T. S.
SANITARY MANHOLE
-Zc> Acciivsn. AeeA
02:, e\-�,colac
130arr-A -ro I" Vs N-k
-4
94
3 FT. WALL
K.-F.
LEGEND
=12- MINIMLU GRANULAR FILL
EMCCUPACTED BACKFILL
MG' L41NIMUM COMPACTED SAND & GRAVEL
C i7Z c -
S ZC.:T
16, eA,*-A\0L co"
% -, � AV f-II
^ 14-
CROSS - SECTION OF
1,1 t) Ivi ivi k-) 1\3 L;I1 Vr-
r
-reA%4-7 %-T I
�C; - t 0,
r)'I, CAIZAVIlL
"Ax
3 r5e-0
DR IVEWAY D E T A I L S
IN T- S
77-70
0
<
;Go
N
0
<
c>;r
J-- j
C, q- AT,::>
Col J
A--
C A
Q '500-TV\ 9ACCR- Of- \AJAU-
P Q- 1P,
V C-ZeT.
RETAINING WALL DETAILS
WNk-j- -r,::>
Narrative:
HiddenWoods Subdivision is a 2 interior lot subdivision of an existing
of land on the east side of Dart Hill Road south of the intersection of
Niederwerfer Road & Dart Hill Road. It is wooded parcel, gently sloping
the south with an existing C.L. & P. easement running through the middle
parcel east to west. Lot 2 will have an access & utility easement over 1
General Construction Notes
In general, erosion and sedimentation control and restoration -,-,isures s
conform to the Guidelines for Soil Erosion and Sediment Control - c�rnec
published by the Connecticut Council on Soil and 11ater Conservation, Jai,
1988, and to the Tm.?n of South 11indsor Requirements.
Installation of sediment and erosion controls such as hay bales and silt
shall be established prior to comIrencing land disturbance activities. Al
sediment and erosion controls structures must be monitored and maintaine
the owner and contractor until the soil surface is stabilized.
If necessary, lateral diversions shall be installed across the graded dr
All areas disturbed during construction shall be loamed with 411 of topso
seeded with perennial fine -textured grasses @ 2 1/2 lbs. per 1000 s.f. a
mulched with straw @ 100 lbs. per 1000 s.f. Temporary seeding, if necess
shall take place from March 15 through June 15 or August 1 through Octob
Permanent seeding shall take place from April 15 through June 15 or Auqu
through September 15.
Limits of tree clearing shall be flagged in the field and approved by th
Staff prior to cutting.
Stumps shall be chipped on the site or removed. They shall not be buried
Sanitary laterals to be 04' PVC sck. 4,o ci.w-
Foundation and roof drains to be 611 PVC pipe
A
House Site Development
Plot for each int- -,hpoi irv1Jt-;4+-,n v-sv��--A ---A4---4L-
erosion control measures, proposed house location, lot gradinc
drivei-ray design, and site drainage design. These plans shall
subject to review & approval by the Town of south windsor.
4
Upon approval of individual plot plans,
the limits of development
should be established in the field for each proposed residential
structure. Disturbance limits of 25 - 35 feet beyond the physical
dimensions of the structure are recommended.
4
All driveways & driveway shoulders should be stabilized immediately
upon completion of rough grading. Shoulder seed bed preparation
Should follow the general notes provided. Hay bales/silt fence should
be used to entrap any sediment generated from exposed soil surfaces.
Driveway roadbeds shall be stabilized with compacted road aggregate
as soon as possible.
Topsoil & excavated subsoil from the foundation area should be
stockpiled within the area of distirri-nnr-in if ri,-%4- ii�l 4�-- ---44--
rec
Trading. Each stock -pile must be adequately ringed with
haybales/silt fence.
Any additional stockpiling oflumber or building materials
should be
confined to the area of disturbance. Similarly, vehicular movement
should be directed to established parking areas.
b
' 47
CE
CONSTRUCTION SEQUEN
It is expected that the project will be constructed in the following
sequence:
"k ;1:� 44, Z
41"t
Placement of erosion control devices
Striping of topsoil in areas to be filled
Placement of fill material
Construction of drives
Construction of houses
2
Final grading of site
Stabilization of disturbed areas
4-
Remove erosion control devices
This schedule is general and it can be expected that there will be
integration of the construction sequence.
A
p
Contact person for maintenance of E B S control measures
is Lawrence A. Fiano (860) 646 - 5524
NOTES AND DETAILS
-HIDDEN WOODS SUBDIVISIO�
PREPARED FOR
LAWRENCE A. FIANO
SOUTH WINDSOR, CONN.
IZCL/ 3-A-"Ji5 W19C-A
ZAV -r—e--98 APMOVA4- C-Ow4yAaaj,�
gEv It S 5reoror
CIE\) -1-7 COMWA%zI,.�-C,
AESCHLIMAN LAND SURVEYING
345 BELL STREET
GLASTONBURY,' CT 06033
(860) 659-4881
--TMap No.
Date 6 7 9 7 rScT[e SHOWN
40
SHEET 4 OF 4 SHFF`
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20
COORDINATES AND ELEVATIONS BASED ON MDC DATUM
REFERENCE IS MADE TO MAPS TITLED:
k
50 1�' W d E T E "PROPERTY OF M(/ZIKEVIK BR THE 11
oP - v OF F O v�N pF S50G1 P O RS, /NC., AVERY STREET, SOUTH W/NDSOR & VERNON, CONN. ,
'�O A SCALE 1 " = 100', DATED MARCH, 1970, BY PETERSON & HOFFMAN.
AND / p�R cNASE
AND I "PREPARED FOR MANNARINO BROTHERS, INC., BOUNDARY PLAN, AVERY MEADOW, 995 AVERY
ST T, SOUTH WINDSOR, CONNECT/CUT", SCALE 1"=40', DATED JUNE 28, 1996, REVISED
THROUGH 10115196, BY ALFORD ASSOCIATES, INC.
"BOUNDARY MAP PREPARED FOR DART HILL REALTY, INC., SOUTH WINDSOR, CONN. ", SCALE
1 "= 100', DATED 511187, BY REINO E. HYYPPA & ASSOCIATES.
"SUBDIVISION PLAN, PARTRIDGE MEADOW, PREPARED FOR J M J CONSTRUCTION CO., SOUTH
WINDSOR, CONN. ", SCALE 1 " = 40', DATED 4120187, REVISED THROUGH 2119188, BY RE/NO E.
HYYPPA ASSOCIATES.
"DEPENDENT RESURVEY, PROPERTY SURVEY, PARTRIDGE MEADOW /I, SUBDIVISION SECTIONS 1 & 2,
PREPARED FOR JMJ CONSTRUCT/ON CO., SOUTH WINDSOR, CONNECTICUT", SCALE 1 " = 100', DATED
DEC. 5, 1995, BY DESIGN PROFESSIONALS, INC.
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-
20 OF THE REGULATIONS OF CONNECT/CUT STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS
AND MAPS /N THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF
LAND SURVEYORS, INC..
A- THE TYPE OF SURVEY PERFORMED /S A PROPERTY / BOUNDARY SURVEY.
THE BOUNDARY DETA #W, iTRV CATEGORY IS '"DEPENDENT RESURVEY".
oe pF�CON lw",
I.1/F THIS SURVEY CO�g QNTAL ACCURACY CLASS "A-2".
9t:&l.lA M. 5L0ZE e-f AL THIS MAP WAS OR 7q4RPOSE OF PARCEL SUBDIVISION.
TO MY KNOWLE �S_AND4ftIEF. 7IS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON".
To. 00' :34 6-2
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SUBDIVISION MAP
PREPARED FOR
CHA SE A SSOCIA TES
SOUTH WINDSOR, CONNECTICUT
REV. 05/ 27/98 - 66M
REV. 05/; y, ?t= TOWN COMMENTS
REV. 03/04/98 TOWN OF VERNOY C0/`91'1EN7S
REV. 0//281y3 70WN COMMENiS
SHEET 9 OF 27
1�rsd er ►wool _