HomeMy WebLinkAbout97-87P_HIDDEN WOODS SUBDIVISION LAWNRENCE A. FIANO_SOUTH WINDSORMAP -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, CT 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 Leo & Lucy M.
28 Dart Hill Road S. Windsor., CT 060i4
Prevost
104-14
Susan B. Muller,
29 Dart Hill Road. S. Windssx.)r, Cr 06074
104-15
Patricia Z. Abbie &
41 Dart Hill Road S. Windsor.-, CT 060*74
William F. Zanks
104-16
Thomas P. Powers
51 Dart Hill_ Road S. Windsor, CT 0607a
104-17
Citicorp Mortgage, Inc.
104-18
Dean A. & Carol A.
69 Dart Hill Road S. Windsor, (,I' 06074
Collins
104-19
Albert-. M_4_r.ino
7y Dart Hi 1.1 R(:"d S. Wind_�Oir, (71 060i 74
104-20
Kenrieth & Sharon
89 Dart Hill Road S. Windsor, CI' 06074
Fitzgerald
104-21
David Pollack
25 Hamlin Drive W, Hartford, Cr 0611.7
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
'I'h s C. & Elizabeth
63 Paper Chase S. Windsor, CT 06074
R. I voren
104-25
Jose L. Pelletier
57 Paper Oise S. Windsor, CT 06074
104-45
Toy of South Windsor
1540 Sulli.vari Ave, S. Windsor, CT 06074
104-52
elo J. & Joann R.
173 Fairview Dr. `. Windsor, CT 06074
eano
eas S. Prestileo
24 Mara Trail. S. Windsor, C_T 06074
104-54
�.i _ S. Dileo
32 Mara Traill.. S. Windsor, CT 06074
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R. Stecko
104-56
Thomas E. Burton
35 Mara Trail. S. Windsor, CT 06074
-57
Carol R. Miller
29 Mara Trail. S. Windsor, CT 06074
04-
ars Maidelis
11 Mara Trail S. Windsor, CT 06074
10 -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
Richard R. & Emily
117 Fairview Dr. S. Windsor, CT 06074
Olson
1 4-6
Stephen C. & Sylvia
105 Fairview Dr. S. Windsor, CT 06074
J. Yoder
104-6
Martin J. Molloy
91 Fairview Dr. S. Windsor, CI' 06074
104-64
David G. & Gayle A.
77 Fairview Dr. S. Windsor, CT 06074
104-65
Brown
Irene R. Pisch &
65 Fairview Dr. S. Windsor, CI' 06074
John Lareau
104-68
John J. Zanks &
41. Dart Hill Road S. Windsor, CT 06074
Patricia Abbie
116-4
Manuel D. & Dolores
18 Niederwerfer Rd. S. Windsor, CF 06074
D. Pereira
11615
Everett Lowering 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. CollirLs
160 Dart Hill Road S. Windsor, C!' 06074
116-8
Roland W. & Ralph I).
170 Dart Hill Road S. Windsor, CT 06074
Schneider
116-16
Neal R. S. & Cberyl
54 Papet' C;riase S, Wirydsor, CT 06074
E. Goldberg
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. `rower
72 Paoer Chase S. Windsor, Cr 06074
116-20
John J. Bimonte
127 Dart Hill Road S. Windsor, CI' 060744
116-21
Glenn A. & Marlene
117 Dart Hill Road S. Windsor, CT 06074
Dickison
116-22
Marc C. & Titia Marie
107 Dart Rill .Road S. Windsor, CC 06074
Fleming
116-23
Clifford H. Fisher Jr.
88 Dart HiAl Road S. Windsor, CT 06074
116-24
Alice G. Don:Lon
100 Dart Hill Road S. Windsor, CT 06074
116-25
Lawrence J. & Yvette
110 Dart Hill Road S. Windsor, CI' 06074
Girardin
116-26
Mohan Ted K. & Jahan
122 Dart Hill Road. S. Windsor, Cfi 06074
Akht:e Hussain
116-27
Colette P. Switaj
7 Niederwerfer Rd. S. Windsor, i= 06074
116-28
Ernest Jr. & Laura
15 Niederwerfer Rd. S. Windsor, CT 06074
F. Rempel
116-65
Russell E. & Susan
10 Kellog Circle S. Windsor, Cr 06074
Fiore
116-66
Randy & Starr
8 Kellog Circle S. Windsor, CT 06074
1ichtman
Type of Survey: COMPILATION PLAN
Boundary Determination Cat-egor.y : N/A
Class of Accuracy: 'DI Not a field survey
To my knowledge and belief, this map is substantially correct- as noted hereon. lltds survey
eras 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 State of Connecticut" as
adopted by the Connecticut Association of Land Surveyors, Inc., on September 26, 1996
Sands E. Aeschliman LS #14201
0,
I
100 50 0 100
Graphic Scale - In Feet
7.11NE = PTTRAT, RF-TT)F'NTTAT, (TNTF PTC)R T(7f')
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 0
10 0 (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: LAWRENCE A. FIANO
25 HAM IN DRIVE P. O. BOX 778
WEST HARTFORD, Cr 06117 MANC HESTER, CT 06045
LAND SURVEYOR: AESCHLIlMN LAND SURVEYING
345 BELL STREET
GLASTONBURY, CT 06033
SANDS E. AESCUIIAN, L.S. #14201
ENGINEER: CES ENGINEERING
203 BOSTON HILL ROAD
ANDOVER, CT 06232
GERAID E. HARDISTY, P.E. #15974
KEY MAP
HIDDEN WOODS SUBDIVISION
PREPARED FOR
LAWRENCE A. FIANO
SOUTH W I N DSOR , CONN .
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STAFF GoMNl�til-`S
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SHEET I OF 4 SHEETS
�y 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
hDsoe c°" AREA CODE 6601644.2511
CERTIFIED MAIL
December 24, 1997
CORRECTED LETTER
(Removal of condition #2)
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.
72. 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 Commjssion 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
Elizabeth A. Warren, Chairman
EAW/pmm
Cc: Chief Building Official (�
Planning & Zoning Commission Y
Town Engineer
Aeschliman Land Surveying Q
7ou'vl 0/
1540 SULLIVAN .VENUE . SnU,N w 115011 CONN
` J AREA CODE /W 1644 251,
January 15, 1998 J
CERTIFIED MAIL
3
Lawrence A. Fiano p
P. 0. Box 778 ,r C AP,0e2,n 1A L L ETTE IZ /
Manchester, CT 06045 Q
e) -3 '
/
Dear Mr. Fiano: 1;>&re p I
(�y'�v
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
W
modifications split #97-87P - Special Exception to Article 4.6.1
of the zoning Regulations and subdivision oft 5.59 acres to create two interior lots to be
Q
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 revised through January
2,
1998. This approval is subject to the following modifications
V
1 This approval is for 2 lots, number I - 2.
2 Drainage and construction for this subdivision is subject to the approval of the Town
Engineer.
3 All lots shall be served by the Town of South Windsor sanitary sewer
`
system and arc
subject to the approval cf the water Pollution Control Authority.
4 Water shall be supplied to this subdivision by wells.
Q
5 This application is subject to the conditions of approves' 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 tear t-- stamp and authorized
signature of the Town of South Windsor.
7. All easements for conservation purposes, drainage or utih:: _s, that may be required
in connection with the approval of this subdivision, must be submitted on standard
Town casement 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 the subdivision, showing proposed contours, elevations and the location of the
'n -
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.
G_
9 If, for any reason, finished grading and other individual lot site work is not
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completed, the Town Engineer shall determine the amount of a cash bond to ensure
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final grading and site work. This cash bond must be submitted prior to issuance of
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a Certificate of Occupancy.
C1
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 a yearly basis until
completion of the development. if a new Letter of Credit has not been received
within 30 days before the—ni-ti- riat� the C^ ^ll
aY• cpti
the Letter it is holding.
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 `
f
— 'sssion, inland "wetlands Agency/Conservation Commission, as well as WPCA must
b
i
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co
N/
N/F THOMAS P. POWERS
x
• ��� v 1 v v L(-GJ 1, W L/ LGLHtI'L
1540 SULLIVAN AVENUE - SOUTH WINDSOR. CT 06074-246
~Osa•c°"" AREA CODE 860/644.2511
FAX 860/6441781
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
..e are Pleased to advise you that the Planning do 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 k
I 97071-1 and revised through 8/7/97. This approval is subject to the following modifications:
vim' 1. This approval is for 2 lots, numbered 1 and 2.
2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer.
/CQ 3. 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.
�lQ 4. Watei shall be supplied to this subdivision by wells.
��//•� 5. A liability insurances E d;ty ;;;ail be sc;;u:incxd io I;;ia c,1;R:,tis.,ia, naai::Ig the Tuwr, of South
v� Windsor as an insured, with a combined single limit for bodily injury and/or property damage in
Qj^ the amount of $1,000,000.
6. This application is subject to the conditions of approval of the Inland Wetlands
Q Agency/Conservation Commission, including a bond in the amount of $2,000.
7. Prior to commencement of any site work, a Staff. precon, truction meeting must be held with Town
O\ 8. All plans used in the field by the developer must bear the stamp and authorized signature of the
q/L Town of South Windsor.
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87, 889 S. F.
2. 0177, AC R E S
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1.
44-
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e reproduced on the mylars. j T ON
After the mylars have been signed by the Commission, they will be returned to you for C �'
filing in the office of the Town Clerk by May 2, 1998. After filing these plans, a copy of n S _
the receipt must be submitted to the Planning Department. n, T HO N
Very truly yours, ► V /
PLANNING & ZONING COMMISSION
'c Q &, &6,
Frank A. Castro. Chairman
Type of Survey: SUBDIVISION
Boundary Determination Category: DEPENDENT R E S U R V E Y
Class of Accuracy: A- 2
To my knowledge and bt-lief, this map is substantially correct as noted hereon. This survey
was prepared pursuant to the Regulations of Connecticut State agencies Section 20-300b-t
through 20-300b-20 and the "standards for Surveys and Maps in the State of Connecticut" as
adopted by the Connecticut Association of Fond Surveyors, Inc., on September 26, 1996. Sands E. Aeschliman LS #14201
TOW N
T H O M AS &
F STSCKO
so ANN S
0100011
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 Engineering 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. AIR bonds 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. Nobuilding permits will be issued until all modifications have been complied with, and the final
plans have been filed 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 k 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 days 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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Reference is made to maps titled: "Boundary survey Prepared For David Pollack
Dart Hill Road South Windsor, Conn." Dated 01-12-95 Scale 1" = 601 by JC
Sommers Associates, Inc. 25 Terrace Drive Vernon, CT and "Easement Map Prepared
For Marc C. & Tina Marie Fleming 107 Dart Hill Road South Windsor, Connecticut"
Scale 1" = 401 Dated April 4, 1997 by Dubiel Associates.
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= 7540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
AREA CODE 860 / 844.257 t
February 10, 199E
Mr. Lawrence A. Fiano
P. 0. Box 778
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, 1998, 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 acceptance of the sanitary sewerage connection will be given onto
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 mating all Town
regulations and appropriate technical specifications relating to sanitary sewer construction.
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 annroval of
calculations by the Water Pollution Control Authority. - - - --
S. Easements in a form acceptable to the Town Attorney shall be provided, with particular attention'
to ensuring that systems for Lot !2 will be able to function even. if systems at Lot #I are not
functioning.
6. Sewer profiles and additional engineering design details for the pump systems shall be provided.
7. This approval letter must be superimposed on the final approval plans.
Very ly yours,
Thomas in son, Chairman
Water Pollution Control Authority
SUBDIVISION PLAN
HIDDEN WOODS SUBDIVISION
PREPARED FOR
LAW RE NDE A. FI A NO
SOUTH WINDSOR, CONN.
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SHEET 2 OF 4 SHEETS
I
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.
---,IL- . 'i 4-A 4-- 4-1- - -111'9 I` Ticint, 1'w in(AiVrAVRI eS T-lf-e W,--it5.
Water shall be sUpN1.1t%A — ut1-3 v i�i +• .--y
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 \ #`
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J/,� �v 'VV M -'�, `�� a / cc S��_=;�,/ ' '' /��V�� r�^A� 3't4 __ r J n ,y ^�� PROPOSED RE , AINING WALL P�oPo-5eo UM1T or- el�J
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SURTON /F TROMPS 0
HQM AS E . v SUZANNE
STECK
N/F T S
Type of Survey: TOPOGRAPHIC
Boundary Determination Category: D E P E N D F N T RESURVEY
Class of Accuracy: T - 2 * A - Z
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.
�iCIp L Lic�7 C-
Sands E. Aeschliman LS #14201
Certifie s' bstQntially correct:
PE 15974
ZB15 — -\
\ p2o POSE D
Z 8a
- - \
\ V .o \
c
Enviroment/one grinder pump Model GP-212 or equal to be utilized. Pump to be C�
installed in the basement of each proposed house. $
AJKt�-\.A 2Y Qow4 fL �LUG1 '�O r5E- Gott QEGGT Tb Pu M P F7OV- d
E N1GIZC,ENU! 5%TVQ"T1o"`5 ,
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oti -51-TC 5A�,A1-11),Q`�
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N
/F RO$ERI
Z-1 d
---- -
— -Z�s TOPO G R A PH I C a n d
SEDIMENT & EROSION CONTROL PLAN
�r F-A FS 1A
HIDDEN WOODS SUBDIVISION
�-� PREPARED FOR
d
�A
Mm LAWRENCE A. F'1 ANO
SOUTH W I NDSOR, CONN.
a \\
I
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-- - -- - --
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AESCHLIMAN LAND SURVEYING
345 BELL STREET
r E' I
GLASTONBURY, CT 06033
1
(860) 659-4881
� �
I p
[Date 8-7- 97 Scale 1 " = 40' Map No. 97071
i
SHEET 3 OF 4 SHEETS
4
EXISTING
PAVEMENT
SAWCUTAND SEAL JOINT
(COMPACTED) CLASS BLTUMINOUS '
CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER)M.04
(COMPACTED) CLASS I BITUMINOUS
CONCRETE BINDER COURSE (Ow
MATCH EXISTING, IF CREATE Ai w.'a
6'(COMPACTED) PROCESSED TRAPROCk
BASE - M.05,01
6'(COMPACTEO) PROCESSED GRAVEL
SU6ASE OVER COMPACTED Su9GRADE
(TEE •C" 9A:KFILL! M OE-GAA:,B
1
'"N MIN.
I TRENCH I
NOTES
1 WIDTH 1
1 VARIES I 1.
ALL SAW CUT AND SEALED JOINTS TO
—•1
BE EITRER PARALLEL WITH. OR PER►EN-
t SEE I
DI CULAR TO, THE CENTER -LINE OF
1 TYPICAL I
THE PIPE.
1 TRENCH
SECTION 1
I.ALL MATERIALS ARE TO MEET
I
I I
FORM $14, AS AMENDED
(
I
SECTION
N.T. S.
I r- r% R N A w I r' o f `T`
l -. A k/ I-' A A f K I 'T'
t-C. M IVUAIV C_1V 1
r-iA V C,1VI C IV 1
PATCHING
DETAIL
II ISTING PAVEMENT
y
-\\1
-
!CCOMPACTED CLASS 2 MIN OUS
CONRETE SUH�81 ACE COURSE- M_04
A:'b
7_(C_OMPACTED) PROCESSrU
:; t fwt'ROCK BASE - M.05.01
6' (COMPACTED) PROCESSED GRAVEL
SU[3DASE OVER COMPACTED SUBGRADE
(TRENCH I;ACKFIII) M.02-GRAD. -0-
0
APPROVED 13ACKF1Lt. PLACED
AND COMPACTED IN 12• LAYERS
I� --(CFI AS OTHERWISE APPROVED)
I NO STONE LARGER THAN 3'
a
TRENCH WIDTH
VARIES
,
I SEE TYPICAL
( _
I TRENCH SECTION
I : �
}
LL.
I •
r
SECTION
'fit
NOTES
T.-'AII. MATERIALS ARE TO MEET FORM $14.
+
AS AMENDED.`
J
j
TEMPORARY PAVEMENT
PATCHING
DETAIL
T
LAWN/
STREETS/
CROSS-COUNTRY
PAVED AREAS
TOPSOIL aSOD OR SEED
SEE PERMANENT
PAVEMENT PATCHING
DETAIL
4" WIN. I
IlC
.V:p �Cf-OCR.
APPROVED GRANULAR NON -
12.
O
ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
I
O•:
ONE FOOT W) (MAX.)I-IFTS.
b
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
`
16-345, AS AMNOED, PLACED
"( TO 4' (MAX.) ABOVE
F
CIF)
12' MIN.
t
': •'
SAND DLANKET
PIPE,AS SPEC:F!E„
?/2 D. D.
.'
PIPE
:t":•,:;,r�
;:�!
:: :,.•yl•
1/20. D.
PIPE
�,a ;�s4` +
3/4" BROKEN TRAPROCK
V.4.. os f,.✓_tr
6' M I M�'a,'
� I —. r •� '•'�`.�-o/Su f ^k
�.y�.
O,0.
'
12
PIPE 12
-
SECTION
N T. S.
�'_•1TtILWl�. '•�P.'sE.-. °! :°:. r$��.F`s ,+,�+� f . ':!
TYPICAL SANITARY TRENCH
IL
VIW'"T OF Il ODt11G ON 1.' t'
M FJGNT SLOog /wo
1 DKCJ'N£SS OF gC3ULTIs.1
OT•A
oRF.OG AT T06 itoPet-
tXt.T�Nr. 4YOa)ND IHiFjt SFtS,bl, I
I ( A I
' ( Ei• iii
t wM '
ovuaLJsn
EOG GS
HAY BALES
1
g • FALiRtG • I i w,Re MASH
IFEt•1C 1f3G
f.iAX.
or
Q, ,Cn 1 ' 1 I tcOP
161t�_7 IE.•tN,1� T>, tr"'q {Q' I�II���. �:-.!•'�". �'^ _
a
SILT FENCE
Figure 7-8 - Catch Basins
2x4 wooden stakes driven
�r O 5 ! min. of 12 inches into
SELIE t� p\u uKE
.j � -� `7 �`4 I the ground
Filter fabric Wooden lateraC
�',-r1".<>•,�. -+- S, , ;ti}" \t �ti, tucked j cross braces
N 6-12 in. as needed
.ti 1 '•n"'z�\ lnt0!. .r/..' fit,•
TLoW ' oW grade y..
%� 'F "�� / �•. _ c„ y Flow ..• �. 4• •--
- Catch Basin
AacNort WITH o 2 L2"X3'
STA '1�E5 r-AC�4l.E.
1 Silt Fence Installation at
Hay Bale Installation at Catch Basins Catch Basins
So }l.
E,
I •
arcPL FAa2ft Ot LSTJIVa
c--�• - - - - f 1- -
S.Ac ruacr 1 WRC) 1,4C-1
MaTAL A' RIGHT
1
• 4,tar:
n-Z wDt
an.:1A -t be rtw<.A. IL" A SEDIMENT CONTROL
.r 11C f.— sh..IA N Pl.s.l
t. t iufIr_.Ct- to .-L.IA
fl«s VLLk-C "-A t..A."
C_uL. t. slwll be
- \ SEDIMENT
` •— \ feel r 1,1 Rstab<er
�j �3j ostrel sJ.tu. heel! t....... r
P•r.11tl with eh. fete..
•_ / i r, 14EP 1p.t.l.0 raQulcad.
„/i �EvtMEaT ills frac...bJ.cC.a t.
�' B,-�/ lure lull can ►. rat•tor<
+ vltl far, loot• a.t er . w
Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs,
Connecticut.
[ - TING E •.A.E
• �. XIS GROUND wn
6fx
" CGVER IN GRASS AREAS
;.4
!� • f . '- ► .t n • is - T- ^S'4.4
41
CLEANOUT AS `---CONCRETE ANLTi0R PAU '
MANUFACTURED BY 2URN ( *�f.
OR APPROVED EQUAL ' "•ti
I WATERTIGHT THREADED PLUG z
NEOPRENE GASKET CONNECTION
SCHEDULE 40 PVC :!
PIPE
ADJUST TO GRADE BY SETTING
' VERTICAL PIPE LENGTH
Standard Bend (I%)
.? Standard Wye. 04)
I/4 Sanitary_Lateral
214
1 �o
1= Lc v1
TYPICAL SANITARY-CLEANOUT
CONSTRUCTION ENTRANCE
ADa ST TO SAAO[ WIT« COIASES
c, "KKl o" cow, "!5TK •mc
tot RfTt 11
JOINT DETA,LS
IIIELAW)
ttt urt uow rA««otc
ALv«. rA««ou tree
(SE( S!A•Da•D D[T
• «4- A. ..
t,Ty«.ST,c
N «.ee00E,«D
FOR DCTNLS, SLE
NOM.SNRL«K r T.A AND
iiMM /LERI.LC WMNOIC fl[C!� A•.cYIN
ro JOMT TD JpNt
N►FC I
no.
[jil.. A CON.[TC O• !RICK Y ' .:,,
CLASS E CONr AE T(_ (-
3/4•ttORt■ TR..PROCP
ELEVATION_
N.T.S
No TES:
I TOP STEP rO BE A MAXIMUM OF 12'
-{I BELOW TOP OF MANHOLE FRAME B
COVER ELEVATION.
COL. APPL;ED 2, IFTOTAL DEPTH IS TEN FEET OR GREATER,
RJIrND R,A.(R r� SIT -MODS CERTIFICATION OF N-20 LOAD BEARING
e�ze[T .o�_T ,EAL[P CAPACITY SHALL BE SUBMITTED TO THE
TOWN ENGINEER FOR APPROVAL PRIOR
TO INSTALLATION
_11,001'a w ALTERNATE JOINT S. SEE MISCELLAMEOUS MANHOLE DETAILS
$PEET.
GASKET JOINT
N. T. S•
SANITARY MANHOLE
3�'�L�'y .,.'k�- P �
_ � I. � �
��•.'
ti P
f V !„ � 1 -
- - i• t,� k -� fr 7.� �'
ti •�� 4 Het, 4. 6
C °ii Y.
�- .•? j} a. t :
.Yr�, 1« ♦ } '1^< RF
xL� �{ TAB}
';
t F NON -SHRINK
6' ,
o
'O
J +•
MORTAR (TYP.)
T
(SEE STANDARD DETAIL)
I
BRICK DAM
I t.;
,�"? •�•
FACE OF
MANHOLE WALL
;4
REVERSE'Y"
j`;,
*M"
--
30' OR 45
{
N
►aIrf,
•
'gq��
y;
ELBOW
[k+
CLASS "A
.;:pP•'•
.. CONCRETE
ELEVATION SECTION
N.T.S.
TOWN OF SOUTH WINDSOR MANHOLE OUTSIDE APPROV(o
STANDARD DETAIL DROP INLET -o
JANUARY, 1991 �
R[Vlt[D: PUtUC Ell DIRCCTOR
-fQ.A• ltj ET 10 --A l_
(�) r•Nsf. hLAx•
4i I 3� O
Zd P=C
rE -+.•� Env --'�
354'15 r••-
lCo PA�Ir O D� \"nr.
�'lir 6�'T colalc w�.�,zcuueSc J
'/i' L%Gv►-1C- ►ao c�l•�e-S c. � rJatt.'ru 'tu Sl�.r*�t J
1✓ llIlH
P12o�ESSIGo rgv�.L Z-q -+► L�QAiDI�
IC� k3LLt.i4L �v� t' �r-�+
GL(ZA V f-I,-, �
Q
- o
3 FT. WALL
�1.T.S. •
LEGEND
=12- MINIMUM GRANULAR FILL
COMPACTED BACKFILL
M6' MINIMUM COMPACTED SAND t GRAVEL
Cec�55 SEC'T1�►.j
CROSS -SECTION OF
COMMON DRIVE
DR I'VEWAY D E T A I LS
N . T. S.
oRwc
i
Zd� x 20�
�tc��/d rt Ate c�n55t1a�E-�
1
i
i TOP A;LI
Ex 1S'T
_ � l
Wr-
rl°
HIV,
3-) o
r � ,
3ca�k
-- P►2aA��:l�p GeA�E '
@ 15aoT1a I=rL,CC or Wlalet. _ 2
?>Co0
Z_ S 0 � S
P2. clG` t l- Z
SC4l.S�- I„ = 10 4027_.
RETAINING WALL DETAILS
t•1 o-rE Tz �-1 L. , I_. \
Narrative:
Hidden Woods Subdivision is a 2 interior lot subdivision of an existing parcel
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 toward
the south with an existing C.L. & P. easement running through the middle of the
parcel east to west. Lot 2 will have an access & utility easement over lot 1.
i. is ) E'! L rl„�-�AaAX �, '4+`.,,,v-y..g6��r,��#4 �•t�
General Construction Notes
In general, erosion and sedimentation control and restoration measures shall
conform to the Guidelines for Soil Erosion and Sediment Control - Cex ticut"
published by the Connecticut Council on Soil and Water Conservation, Janill
1988, and to the Town of South Windsor Requirements.
Installation of sediment and erosion controls such as hay bales and silt fences
shall be established prior to commencing land disturbance activities. All
sediment and erosion controls structures must be monitored and maintained by
the Owner and contractor until the soil surface is stabilized.
If necessary, lateral diversions shall be installed across the graded drive -ways
%_ preVClit dvvrilSivpe vii�l�asti and erosion.
All areas disturbed during construction shall be loamed with 411 of topsoil,
seeded with perennial fine -textured grasses @ 2 1/2 lbs. per 1000 s.f. and
mulched with straw @ 100 lbs. per 1000 s.f. Temporary seeding, if necessary,
shall take place from March 15 through June 15 or August 1 through October 1.
Permanent seeding shall take place from April 15 through June 15 or August 15
through September 15.
Limits of tree clearing shall be flagged in the field and approved by the 'Town
Staff prior to cutting.
Stumps shall be chipped on the site or removed. They shall not be buried on the
site.
Sanitary laterals to be I'/a PVC scK. 4•o i,-1 P,,sL,tc IP.t��ova [s spPcc-.. Pc, c.1.)
r�Tr ,
Foundation and roof drains to be 6" PVC pipe i•"'r .0
- _ _- .. sees } •� s
. r r - )Y-tr •Y
House Site Development°
Plot plans for each lot shall indicate proposed sedimentation & ��•�N
erosion control measures, proposed house location, lot grading, t
driveway design, and site drainage design. These plans shall be
subject to review & approval by the Totm of south Windsor.
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 .r',>"t,"�'
�� 1 •;Est,
ullllerlsions of the structure are recommended.
t .. ° �r�tv � `•
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
VTTC A i--__4-___- t
•-� LAJGU L-LJ 1L.LCtP airy sediment generated from exposed soil surfaces. /
Driveway roadbeds shall be stabilized with compacted road aggregate ,; r
as soon as possible. h
e,
Topsoil & excavated subsoil from the foundation area should be r(
stockpiled within the area of disturbance if not used for onsiter'', }
regrading. Each stockTile must be adequately ringed with '
haybales/silt fence.
Any additional stoc kP' iit '
rlg of lumber or building materials should be
confined to the area of disturbance. Similarly, vehicular movement
should be directed to established parking areas.•
t
S' U'
cONSTRucrlora s CE r ;
It is expected that the project will be constructed in the following`, :'•�'lp
sequence:
I,1. y rjr.A
>, >N ,,,4.,•
Placement of erosion control devices
Striping of topsoil in areas to be filled
4 I Vf+
Placement of fill material
Construction of drives
Construction of houses
Final grading of site
stabilization of disturbed areas )y t �•es„YAl
Remove erosion control devices i ?�-;` r+t
-J� A JY(A. ra LL
yc . JCJ uJ Cl i tr L;a! L Ue expected that there will be ' ' . }^ i;
integration of the construction sequence.
Contact person for maintenance of E 81 S control measures
is Lawrence A. Fiano (860) 646 - 5524 .
NOTES AND DETAILS
HIDDEN WOODS SUBDIVISION
PREPARED FOR
LAWR ENCE A. FIANO
SOUTH WI NDSOR, CONN.
t*v
'L-4 -98
Ari'R.oV AL- co"wlt:I r5
P-EV
I- Z - i Ps
STA1= ccaM M s` NT5
CEv.�Z-24-9'1
-TaFF Cornln�Pa-1'<,
TjeV,
I'L S t�1
S Ta FF CC M M1:eJ CS
SHEET 4 OF 4 SHEETS
T