HomeMy WebLinkAbout03-96P_EAGLE RUN AN ACTIVE ADULT COMMUNITY_NEVERS ROADIN.;]
OWNERS OF PROPER77ES WITHIN 500 FEET OF
"EAGLE RUN" ACTIVE ADULT COMMUNITY -
NOTE. ALL ADDRESSES REFER TO THE TOWN OF SOUTH WINDSOR,
CT 06074,
UNLESS OTHERWISE NOTED.
PARCEL IDENTIFICA770N
OWNER
MAILING ADDRESS
113 39 523
THOMAS J. & DIANE M. FERRICK
485 NEVERS ROAD
113 40
BRONISLAW & TEKLIA HANCHUK
510 NEVERS ROAD
113 41
BERNICE M. RUSSO
44 MILLER ROAD
114 3
ARTHUR D. & BARBARA E. WILLIAMS
80 MILLER ROAD
114 9 3
DIRK M. & BRENDA R. BAARS
P.O. BOX 767
114 10 4
KEITH A. & PAMELA J. HOVLAND
47 CAMBRIDGE DRIVE
114 11 28
ROY & RISA L. FILKOFF
56 CAMBRIDGE DRIVE
114 12 29
KENNETH D. & ANN M. KEAVENY
44 CAMBRIDGE DRIVE
125 38 1
RICHARD L. & EMILY E. CARTER
605 NEVERS ROAD
125 49
DOUGLAS JOHNSON, TRUSTEE
33 MURIELLE DRIVE
125 50 11
SCOTT R. HUBBARD
39 WOOD POND ROAD
125 51 10
MARIA G. YONIKA
29 WOOD POND ROAD
125 52 9
FRANK W. & MARY DZEN
15 WOOD POND ROAD
125 55
DAVID A. PATRIA
565 NEVERS ROAD
125 56 2
DAVID PATRIA
565 NEVERS ROAD
125 64
CATHOLIC CEMETERIES ASSOCIATION
700 MIDDLETOWN AVENUE
OF THE ARCHDIOCESE OF
NORTH HAVEN, CT 06473
HARTFORD INC.
126 61 27
GABE & JENNIE HATHORN
80 CAMBRIDGE DRIVE
126
62 5
WAYNE & DENISE SOMERO
53 CAMBRIDGE DRIVE
126
63 6
RALPH E. & BERTHA L. REUSS
69 CAMBRIDGE. DRIVE
126
64 OS
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
126
65 7
STEVEN R. & BARBARA S. BERGREN
77 CAMBRIDGE DRIVE
126
66 8
DEBORAH A. SHELBY
83 CAMBRIDGE DRIVE
126
78 2
JAMES T. & MONICA M. WHITE
132 WOOD POND ROAD
126
79 3
RALPH C. & AMY R. PATTERSON
120 WOOD POND ROAD
126
80 4
JOHN M. HALLORAN
110 WOOD POND ROAD
126
81 5
RICHARD D. HUBENY
100 WOOD POND ROAD
126
82 6
HILARY KOZLOWSKI
90 WOOD POND ROAD
126
83 7
MAXINE ELANSKY
80 WOOD POND ROAD
126
84 8
RONAL.D J. & DOLORES C. GIROUX
70 WOOD POND ROAD
126
85 12
ROBERT L. VETERE
49 WOOD POND ROAD
126
86 13
WALTER E., II & MARILYN M. EDSTROM
63 WOOD POND ROAD
126
87 14
GERALD R., JR. & DEBORAH A. TAVERNIER 73 WOOD POND ROAD
126
88 15
ANDREW A. & MAUREEN C. ZADANY
9 RUSTIC LANE
126
89 16
THOMAS & KATHERINE MAGEE
25 RUSTIC LANE
126
90 17
PAUL T. & ELIZABETH F. WICKS
35 RUSTIC LANE
126
95 22
KENNETH R. & KATHY L. JESKI
7 FOX HILL ROAD
126
101 1 28
ASHA SINGH
18 FOX HILL ROAD
126
102 29
MICHAEL D. & KATHERINE P. KASUN
105 WOOD POND ROAD
126
103 30
R. JAY & BARBARA MOLLEUR
117 WOOD POND ROAD
126
104 31
MARCIA LEE & JAMES E. JARVIS
125 WOOD POND ROAD
PROJECT ANALYSIS -
ZONE OF "ACTIVE ADULT COMMUNITY" PARCEL 1S "RR"
APES; OF "ACTIVE ADULT COMMUNITY" PARCEL = 7.852 ACRES
(NON -BUILDABLE AREA = 0.07 ACRES
7.852 - 0.07 = 7.78 ACRES OF BUILDABLE AREA
NUMBER OF PROPOSED UNITS = 20
DENSI TY = 20 UNI TS / 7.78 ACRES = 2.6 UNI TS/ACRE
PARKING.•
- ALL UNITS HAVE 2-CAR GARAGES
- ALL UNITS ARE ABLE TO HAVE A MINIMUM OF 2 CARS PARK IN THEIR DRI VEWA Y
THEREFORE, THERE ARE A MINIMUM OF 80 PARKING SPACES
(2 GARAGE SPACES f 2 DRI VEWA Y SPACES) x 20 UNITS = 80 SPACES
IMPERVIOUS COVERAGE:
PROPOSED= 30.19
PERMITTED= 609. MAXIMUM
UNIT DIS77?IBU77ON -
DISTRIBUTION REQUIRED BY
UNIT TYPE SIZE OF UNIT ZONING REGULATIONS PROPOSED
E UP TO 1400 SQ. FT. 309 MINIMUM OR 6 UNITS 6
B 1800 - 2000 SQ.FT. SHALL NOT EXCEED 309 6
1800 - 2000 SQ. FT. OR 6 UNITS
C 1401 - 1799 SQ.FT. REMAINING PORT70N OF 8
20 UNITS OR 8 UNITS
TOTAL = 20 UNITS
SHEET INDEX
SHEET NUMBER SHEET TITLE INCLUDES:
1 KEY MAP
IA APPROVAL LETTERS
2
EXISTING CONDITIONS PLAN
3
PLOT PLAN
4
TOPOGRAPHIC AND CONSERVATION PLAN
EROSION AND SEDIMENTA770N CONTROLS
5
LANDSCAPING PLAN
6
LANDSCAPING DETAILS AND SCHEDULES
- PLAN77NG SCHEDULE FOR OVERALL DEVELOPMENT
- DETAIL OF ENTRANCE ISLAND
7
LANDSCAPING DETAILS AND SCHEDULES
- TYPICAL PLAN77NG PLAN FOR FRONT OF UNITS
7A
LANDSCAPING DETAILS
- SEC77ONS THROUGH BUFFER AREAS
3
N07ES AND DETAILS
- LEGEND
- LOCA77ON PLAN
- GENERAL. N07ES
9
N07ES AND DETAILS
- PAVEMENT DETAILS
- WALK DETAILS
- EROSION & SEDIMENTATION CONTROL DETAILS
- EROSION & SEDIMEN'I'A77ON COA17ROL NARRA77VE
10
N07ES AND DETAILS
- STORM DRAINAGE DETAILS
- SANITARY SEWER DETAILS
IDA
N07ES AND DETAILS
- STORM DRAINAGE DETAILS
11
PLAN / PROFILE
- EAGLE RUN
12
PLAN / PROFILE
- PROFILE OF SAN.MH #2 TO EXIS77NG SAN. MH
IN WOOD POND RDA7
- PROFILE OF CB #4 TO
EXISTING STORM DRAINAGE IN
WOOD POND ROAD
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
C/0 ROBERT MANNARINO
1169 ELLINGTON ROAD
SOUTH NINDSOI7 CONNECTICUT
7EL. # (960) 2Pd-7055
FAX f (860) 289-7121
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TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
:Ifni
CJ► I'L ENGINEERS
WNDSOR CONINECVCUT
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WILSON M. ALFORD,JR.,P.E.& L.S.
DATE: DECEMBER 18, 2003
SCALE: 1 IN. = 100 FT.
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INLAND WETLANDS AGENCY/CONSER VA TION COMMISSION
APPROVAL LETTER -
�O)N Sf4
o7_0_u� O-P SICW-44
a• �
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
°soR To AREA CODE 860 / 644-2511
January 13, 2004
Certified #70020510000081151560
Alford Associates, Inc.
Attn: Wilson M. Alford, Jr.
200 Pigeon Hill Road
P.O. Box 484
Windsor, CT 06095
RE: Appl. #03-96P - Eagle Run Senior Residence Development, 548-558 Nevers Road,
RR Rural Residential zone
Dear Mr. Wilson:
At the January 7, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission
approved application #03-96P - Eagle Run Senior Residence Development - 548-558 Nevers
Road - Inland Wetland/Conservation Commission application for the construction of a 20-unit
Senior Residence Development on 7.8 acres, private road, stormwater structures, and associated
improvements on property located easterly of Nevers Road, and southerly of Wood Pond Road.
RR Rural Residential zone. 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.
2. 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 January 7, 2009. 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 in the amount of $20,000 be submitted to the Planning & Zoning
Commission to ensure compliance with the Erosion and Sedimentation Control
Measures.
7. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning
Commission to ensure establishment of the bio-filtration system.
8. The design for the detention basin outlet must meet the approval of the Town Engineer.
9. Habitat plantings to be used for additional screening should be reviewed and approved by
Town staff.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth A. Warren, Chairperson
EW:dr
cc: Mannarino Builders
PLANNING AND ZONING COMMISSION APPROVAL LETTER -
�pW N gF4 ,
c
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
yl�bsoR•coN�w AREA CODE 860 / 644-2511
CERTIFIED MAIL
March 29, 2004
Mr. Robert Mannarino
Mannarino Builders, Inc.
1169 Ellington Road
South Windsor, CT 06074
Re: Appl 03-96P, Eagle Run SRD
Dear Mr. Mannarino:
At its March 23, 2004 meeting, the Planning and Zoning Commission voted to approve your
request for Special Exception Article 4.1.12 and Site Plan of Development. This approval is for
the construction of a 20 unit Senior Residence Development to be known as "Eagle Run" on
property located on the easterly side of Nevers road, Southerly of Wood Pond Drive, RR zone as
shown on plans prepared by Alford Associates, Inc., Job No.M03101 SRD, dated March 2, 2004,
as revised. This approval is subject to the following modifications:
l : Prior to commencement of any site. work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's
Office.
3. This application is subject to the conditions of approval of the Inland Wetlands
Commission, includin a h in the at ount o . Agency/Conservation .and n f 20 000 t o e
g $ o ensure
compliance with the Erosion and Sedimentation control measures and $10,000 to ensure
establishment of the biofiltration system. Erosion & sediment control bonds must be posted
prior to commencing any site work.
4. An. as-b-uilt plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10
of the Zoning Regulations.
5. A landscape bond in the. amount of S 10,000.00 is .required and must be submitted prior to
filing of mylars.
6. All plans used. in the, field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
7. WPCA approval is required. A hold harmless agreement and permission to enter form will
need to be provided to the Town to allow the refuse & recycling vehicles to enter the site.
8. The street number(s) must be included on the final plan.
9. A waiver is granted to allow the buffer to be coterminous with the yard setback along the
northern boundary and the northeastern boundary as shown on plans submitted.
10. The applicant must obtain the permanent easements for the sewer and storm drainage on
Town -owned property.
11. Additional evergreen screening must be added along the northern property boundary in the
area of the existing homes along Wood Pond Drive to the satisfaction of Town Staff.
12. Engineering comments dated 3/23/04 must be addressed to the satisfaction of the Town
Engineer,
13. Sidewalks are required on both sides of the new street and along the property's entire Nevers
Road frontage.
14. Show existing vegetation to remain along Nevers Road frontage.
Black and white transparent mylars of Sheet #3 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 letters of approval of this Commission as well as the Inland
Wetlands Agency/Conservation Commission 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. After filing these plaits, a copy of the receipt must be submitted to
the Planning Department.
Sincerely,
4'X�t 14
Timothy H. Wentzell, Chairman
Planning and Zoning Commission
THW/kak
cc: Town Engineer
Chief Building Official
Assessor
Design Professionals, inc
I, Timothy H. Wentzell, Chair, of the South Windsor Planning & Zoning Commission, hereby
certify that on March 23, 2004, the Planning and Zoning Commission granted to Mannarino
Builders, Inc., Inc. a Special Exception to Article 4.1.12 of the Zoning Regulations to allow a 20
unit Senior Residences Development to be known as "Eagle Run" on property located on the
easterly side of Nevers Road, southerly of Wood Pond Drive, RR zone, as shown on plans
prepared by Alford Associates, Inc., P.O. Box 484, 200 Pigeon Hill Road, Windsor, Connecticut,
06095
Assessor's Map: 9-125 and Parcel Number: 53 & 54
More particularly bounded and described as follows:
S
TO ALL PEOPLE TO hf ROM THESE P MENMS SHALL COME, CREETIN(a
KN019Y E, TH*T,1, Christopher S. Ciechowskci (hereinafter referred to as the
`Grantor"), of the Town of South Windsor, County of Hartford, and State df
Connecticut, for divers good cause and considerations thereurito moving, especially
for TWENTY THOUSAND AND NO1100 ($20,000.00) DOLLARS- received to my full
satisfaction of WENDY J. CIECHOWSKI, (hereinafter referred to as the "Grantee'},
of the Town of South Windsor, County of Hartford, and State of Connecticut have
remised, release, and forever quitclaimed, and da by these Presents, for myself and
my successors and heirs, justly and absolutely remise, release, and forever QUIT.
CLAIM unto the said Grantee, her heirs and assigns forever, all the right, title, '
interest, claim and demand whatsoever as 1, the said Grantor have or ought to have
in or to a certain piece or parcel of land situated in the Town of South Windsor,
County of Hartford and State of Connecticut, and being more particularly described
as Lot 2 on a map entitled, "Fuss & O'Neill consulting engineers Manchester, ,
Connecticut Subdivision Plan for Elizabeth Tycz Nevers Road South Windsor, CT.
Proj. No. 80-234a Dated 219/81 Revised 4N181 Scale 1" = 40' Designer L.J.G. .
Checker W:F.K. Sheet No. 1 of 1", which map is on file in the Town Clerk's Office of -
the Town of South Windsor.
1, RAYMOND TYCZ a/k/a RAYMOND E. TYCZ, of Las Vegas, Nevada, for the
consideration of TWO HUNDRED FORTY�FIVE THOUSAND ($245,000.00) DOLtAPS,
grant to JEAN! K. PATRIA, of the Town of South Windsor, County of Hartford and State
of Connecticut, with WARRANTY COVENANTS, a certain piece or parcel of land in the
Town of South Windsor, County of Hartford and State of Connecticut known as 558 Nevers
Road and being more partitelady described and shown as "Parcel 3. Remaining Land of
Eiizabeth Tycz, area = 6.6 acres", and "Lot t. Area = 40,800 sq.ft" on a map entitled
"Subdivision Pion for Elizabeth Tycz Nevers Road South 1".`inds;,r, CT. FUSS & Q'IgEIL
Consul ing E^L;.—IGS s IJer,chester, Connecticut. Proj. No. 80-234a Date 2/9/81, revisions
4/7/81, Scale 1" =40' rietd 255 Designer L.J.G. Checker W.F.K. Sheet No. 1 of 1 ", which
map Is on file in the Town Clerk's Office of the Town of South Windsor.
Being the same premises described in a Quit -Claim Deed dated May 18, 1981 and
recorded May 19, 1981 in Volume 299 at Page 14 of the South Windsor Land Records.
SUBJECT TO:
1. Any and all provisions of any ordinance, municipal i-eguiation, public or private
law.
2.. Taxes on the Grand List of October 1, 200i, and thereafter, which takes the
Grantee herein assumes and agrees to pay as part consideration for this deed.
KNOW YE, That I, JEAN K. PATRIA, of the Town of South Windsor, County of Hartford
and State of Connecticut (hereinafter called Grantor) for the consideration of ONE HUNDRED
THIRTY-FIVE THOUSAND ($135,000.00) DOLLARS received to my full satisfaction of
RAYMOND TYCZ alkla RAYMOND E. T-*,'CZ, of Las Vegas, Nevada, County of and State of
Connecticut, (hereinafter called Grantee), I give, grant, bargain, sell and confirm unto the said
RAYMOND TYCZ, that certain piece or parcel shown as 6.6 acres on Nevers Road, South
Windsor, Connecticut, more particularly bounded and described in Schedule A attached hereto
and made a part hereof
TO HAVE AND TO HOLD the above granted and bargained premises, with the
appurtenances thereof, unto the said Grantee, his heirs, successors, and assigns forever, to him
and their own proper use and behoof. And also, II, the said Grantor, do for thyself, my heirs -
executors, aditiinistrators, and successors, covenantwith the said Grantee, his heirs, successors,
and assigns, that at and unto the enseaiing of these presents, I am well seized of the premises,
as a good indefeasible estate in FEE SIMPLE; and have good right to bargain and sell the same
in manner and form as is above written and that the same is free from all encumbrances
whatsoever, except as hereinbefore mentioned.
AND FURTHERMORE, 1, the said Grantor by these presents bind myself and my heirs
and assigns forever, to WARRANT AND DEFEND the above granted and bargained premises
to the said Grantee, his heirs, successors, and assigns,' against all claims and demands
whatsoever, except as hereinbefore mentioned,
THE CONDITION OF THiS DEED IS SUCH, that whereas the said Grantor, JEAN K.
PATRIA, is justly indebted to the said Grantee in the sum of ONE HUNDRED THIRTY-FIVE
THOUSAND ($135,000.00) DOLLARS as evidenced by promissory note for ONE HUNDRED
THIRTY-FIVE THOUSAND ($135,000.00 ) DOLLARS of even data herewith, payable to said
Grantee or order a copy of which is attached hereto as Schedule B.
NOW THEREFORE, if said note shall be well and truly paid according to its tenor, and all
the other terms and conditions of said note and this mortgage are duly performed, then this deed
shall be void, otherwise to be and remain in fulf force and effect.
E
OWNER OF RECORD: #548, Wendy J. Despard and # 558, Jean K. Patria
Dated at South Windsor, Connecticut this 29th day of March 2004
hat accordance with CGS Section 8-3d
Timothy H. Wentzell, Chairman
Planning & Zoning Commission
Received for record this 'day of 19at
South Windsor, Connecticut ATTEST:
WA TER POLL U TION CON TROL A U THORI TY
APPROVAL LETTER -
1540 SULLIVAN AVENUE + SOUTH WINDSOR, CT 06074
TELEPHONE ($60) 644.251.1
April 12, 20()4
Nor. Robert Manarino
N14nnarina Builders, Inc.
1169 Iillington Road
4outh Windsor, Cl' 06074
Rl:: Eagle. Run Subdivision
Nevers Road
South Wiad+or, CT
Dear Mr. Mannarino:
The South Windsor Water Pollution Control Authority, at its regular meeting of April 6, 2004, gave
approval for the connection to the Town's sewerage systein of a residential subdivision located on Nevus
Road, as more specifically shown on plans entitled "Eagle Run — An Active Adult Community
Topagraphic and Conservation Plate' prcparcd by Alford Associates, Inc., Drawing No. 4 dated 12-18-03,
revised 12-31-03, 1-5-04, 2-6-04, 2-9-04, 2-18-04 and 3-2-04, and subject to the following conditions:
l . Technical approval of the Town Engineering Department,
2, Final Authority approval and acccptalnce of the sanitary sewerage connection will be given once
the sewer line has been installed and inspected by the Town staff, and based upon the written.
verification of the Town staff that said sanitary sewer line was installed in substantial confomiancc
with the design plans previously approved by the Aulliority, and meeting all Town regulations and
appropriate tehnical specifications relating to :sanitary sewer eonstmetion_
This approval letter must be superimposed on the final approval plans.
Very truly yours,
J e-hy-L.- 1 -
1fiti7 Ch ' tr art7rran
It r}rt .
Water Pollution Control Authority
BCAd
Cc: Matthew Galligan, Town Manager
Michael J. Cantick, Dircctor of Public Works
Jeff Doolittle, Town Engineer
Marcia Eanach, Director of Planning
Chris Dougan, Chicf Building Inspector
Alford Associates, Inc.
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. ,# (860) 289-7055
FAX ,# (860) 289- 7121
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No. 9344
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TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
1 i �iTTi
CIVIL ENGINEERS
W14)WR, OONWCTOff
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WILSON M. ALFORD,JR.,P.E.d L.S.
DATE: FEBRUARY 6, 2004
SCALE: 1 IN. = 40 FT.
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(NAD83)
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N/F DOUGLAS JOHNSON, TRUSTEE
(OPEN SPACE)
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. # (860) 289- 7055
FAX # (860) 289-7121
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
THE LOCA77ONS OF UNDERGROUND U77LIT7ES ARE APPROXIMATE AND ALL
U77LITIES MAY NOT BE SHOWN. PRIOR TO CONS7RUC770N, CONTRACTOR SHALL
CALL 1-800-922-4455 AND HAVE UT7LI77ES MARKED ON THE GROUND.
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TO THE BEST OF MY
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THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
!IfiTTTi
C ML ENGINEERS
wrmwK oorx <c,
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WILSON M. ALFORD,JR.,P.E.B L.S.
DATE: DECEMBER 18, 2003
SCALE:
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STOP" SIG
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STONE
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(TYPICAL OF 2)
DELTA=02'1126'
L=20.07'—,
DELTA 4
83.11j7
PROPOSED
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L=10.02'
PROPOSED
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TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
! I f iiT7i
CML ENGINEERS
WFCKM , 00IIVNECT"
WILSON M. ALFORD,JR.,P.E.& L.S.
DATE: DECEMBER 18, 2003
SCALE: 1 IN. = 40 FT
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FL=176.37 _ - -
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\\ FL=174.81 , - 1 \ STORM DRAINAGE SCHEDULE IF 7 CB ; 4 TO CB #5 Z 2 Ij - o o W W o
7F= 187.9 21 '- 24 "� RCP ®0.79
\`1 ' / ce \N�o� LAJ
' CB 1 FLARED END - - FL, IN E= 181.68 CB 5 p e m e Q U - ` COLLECTOR LINE TO CB 6 FL, IN N= 181.43 -
al W;% F`' 11 IF= 190.0 FL OUT= 180.0 240' 12">� Hi Q 1.09 (TYPE c" CB
\\ FL, OUT W 181.18 i
\`\ o \\- , �i1a0 9a \1 FL, OUT= 185.95 ' DOUBLE GRATE TYPE II) tl o
WI I \\ �\\" FB,\-7 ''a \�\ FE W4 TO CB j3 CB 6 YARD DRAIN E I�-
o TF= 183.4 0 0 0 0 0 o
o¢ I 1 \\ p 132'- 2470 RCP 0 0.519 TF= 187.9 TF= 188.1 I o
' FLARED END � � 12 m � � / \1 10T �10 � CB �2®2 99' " FL, IN &OUT- 179.0 �- r; N °� o, �o � "' a
- , I FL=178.91 \\\ \\ 9 FL, 1N= 181.89 FL, OUT= 183.68
\\ CB �3 FL, OUT= 181.64 CB �5 TO FE �1
\\` YD E TO MAIN LINE
I \\ FAA OED ENS 44A FL /N S= 179.32 CB TO CB 7
I _
• � 108'- 12"v� Hi-Q @ 2.Oi 121 - 24 � RCP ®0.6790
/i 11 FLARED END J1 ni••""'1O1°
I � FL, IN W- 180.32 21'- 15"ra Hi-Q ®1.09 ++ �.
q5 a ao \\ " CB7 TO CB4 �� .�� .• ' .A� F•.
\\°;` FL OUT E=179.32
FE 4A TO CB �2 FL = 178.18 �++� OF . N�''•
\\ 46 -10 0 Hi-Q ®3.39 YARD DRAIN D
A CB 3 TO CB TF= 193.2 296'- 18 Hi-Q ®0.59' ♦ A-
o SAN. MN WV GB T12 �N'&OVA' \1 " ° `♦ P '• M' 0 • `
I F\. a\N� �0 11 DETENTION BASIN OUTLET ♦ ° '•�
TF=184.13 ¢\.'�i \\ 11
i/ FL=173. 70 o� C 45'- 24"0 RCP 0 0. 4i FL OUT= 188. 76 - 7F= 180. 9 ;
/i \aa• sa \\ CB 4
�� N/F DOUGLAS JOHNSON, TRUSTEE 1\ TF= 186.8 FL = 177.87 (15 0 OPENING) •
GB \��° \. FLARED END U FL, IN N= 182.85 YARD DRAIN C YD D TO COLLECTOR LINE (TYPE "C" CB �* No. 9344
Gv F�' FL=177.23 (OPEN SPACE) 1\ ,� DOUBLE GRATE TYPE ll)
\' TF= 193.5 82 - 12 0 Hi- ® 4.09OUTLETA -. •
` I � \\ FL, IN W= 182.85 e�
' P \ _ _
I WV CB TF=183.32 \\ FL, OUT E 182.68 FL, OUT= 189.45 7F 183 4 102 - 24 >� RCP ®0. FE -'•�o�• </C;Ns�°•�`��•��,
I rLII FL, IN&OUT=180.72 - - EXIST. 8"0 SAN. SEWER - - - - - - - - - - - - - - - - - �/ 3 TO 3
6 � \ .• \\ FL, IN E= 179.7 '•. SS,ONAL 0� O•
COLLECTOR LINE TO CB #7 �i1j°°° f°�����p•
\ \\ " FL, IN W= 179.14
- - - \ PROPOSED CB J2 TO CB 3 YD C TO COLLECTOR LINE 235 - 12 0 Hi-Q ®209 FL, OUT N= 179.14
r XII \\ ,„ ° FLARED END .13
I \ 25' WIDE STORM DRAINAGE EASEMENT 250 - 12 0 Hi-Q ® 0.947' FL= 177.3 +1111°1°.
all FLAREQ END \1 120 - 12 '�i Hi-Q 4.3%
�II CB TF=183.31 - WOOD POND ROAD
FL=177.3 ', W1TN f0' WIDE \\ ••• •
FL=180.81 \ TEMPORARY CONS7RUC77ON EASEMENT \\
I GATE VALVI m _ __ ---- ---------------- -- --- - -
EXIST. 12 1 1 0 \\
cn \ f 1\\
OPEN LEFTE \\\ \ PROVIDE A MINIMUM OF 1 FOOT OF COVER \�l EXIST. YARD DRAIN
OVER PROPOSED STORM DRAINAGE PIPE TF= 189.4
EXIST. I SAN. M11-
12" PLUG I I , " - - - TF=184.24 PROPOSED , ' \\ `\ \\1
�\ I FL, IN S=175.04 20' WIDE SANITARY SEWER EASEMENT r� \\ \
FL, OUT N=172.49 WITH 10' WIDE \ DE7EN77ON BASIN OUTLET _
j I FL, IN E=173.49 TEMPORARY CONSIRUCTTON EASEMENT 1 \\ TF 180.9
\ EMERGENCY SPILLWAY \ FL=177.87 (1570 OPENING)
EXIST. I I 1 `' \ TOP= 181.7 ` \ \ FL 8"0 COLLECTOR DRAI:i = 178:3
WATER I \
II
METER I I \ \ / _ 1 \ \
1 i
7
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`YD B
+ + /\ YD A TF=187.5 -
c
TF=184.5
+------------ -- - - CO
I -- 1 FL=178.53 i 185 3 CN 7q� 7
PROPOSED I I - - - - - - - - _ - �/--- 'I-`� DEENTPOS7ON BD SIN \4 I 4_�3 CHAMBERS j 88 188 1 S --""
12"0 j I I r STONE DRIVEWAY I TOP=182.2
WATER MAIN J
I I I 186 I \I
TO BE USED AS A TEMPORARY o /g
SILTATION BASIN DURING . TEMPORARY
1
CONSTRUCTION OUTLET PIPE I I
#2 TP 187.5--PCo � FF, 95. S 1g2
® 178 I --- - ----------- - 18, 188.0^ 188.0 �g8.0 2 0 �� �FFC )'U6.8 1g3 g3.5
I cn z FLARED END fl j80 FD 188 �/ N 1g SAN 18 1
I + PROPOSED LOT w -----`------
Q I p O iu I FL=178.18 179 j82 : - N GF= 190.0 ti 19 �'184.o s'6 193.1
188.0 � GF �_ h 0
I Q a I W 181 cp-""k G / 189.0 z FF= 192.0 185'1 M
w I O �� TF=184.0 Fo. 183.3 v GF= 190.7
C0 T r FL=178. 6 1D36.0 BF= z cfl FD r I
I a W I cj n SA MN j g3 I o ° 186.0 #5 FD FL= 182.1 FF= 184 0 co o W v /
2 I r W 7F=182. SAN. MN5 \ 0 o u BF- p 14
__ 2. o _/ n GF= 1!?,9• in w FD FL= 182.8 N
I ti I m 184.0 o TF 18 4.0 % 184.0 z FF=' 191.0 o N I �,
Y a I I II a o u 18 1�--d II = 181.1 1 O �Y I 0 c; / i/ c3 I'
182.3 6 to cn O oo #7 0
_ 0 I I p I 8"x6" ANCHOR TEE 183.5 g,3,'
0 1 a 6" GATE VALVE (OPEN LEFT) _ v 0 aj v y
� z I � I --FD- 184.0 0 Z GF= 19 .' � � FD FL 188.5 190.0 a %5 � � ,1g2'`y/ � \� � � $ `v � �
GF' 181. m 7 I� v o0
W I I o I HYDRANT GF= 186.3 II S 189 0 FF= n ILD
188.3 �' 17 FF= 3 0 1 m o I 190.7 o
w z w 180 _ FD FLU °
z v1 I FF- r 18 1 j BF 180.4 I 1 / v P I oo L / i' �J SPNF
o a I I ; ( BF= 179.E ¢ r: =17 ° 8F- 17g•1 j89.0 1 190.0 I 4.8% - . r _ / ---- / ' ; ', o C 12 q.5
I' F FD FL= E 18 1 _ � - - -
w N T I 1 i ^� 00TI REQUIRIEDB UMP S 5.5 1 D Fl - o % II -� 1- 5.2% 4 O I 9.4 - ��. '
F a, N I 4 I 190.2 •. i ..� ° N
o _ 18 OPEN LEFT / 5
9 1 189.0 1 I .� • 8" GATE VALVE
189.9 _=L' °j 1gk' •---..Qp 1
ao�� I I I 185 1 FE#4. 20 I j87.0 1 it w 187.7 - r_:.. ..L.._ •CD-�.. - __-----CO _ -+ �' 192.7 - gA,.k TF=193/5
N� T
FlELD-LOK \ CO 1
\ I I I - - - _ _ - - -' - F- -- ._,_. �86. I a""; GAS N T(°L)N 187• _�"' ---- _ 187.8 = ��_1 7.9 L 188.6 2-
I
, 1
185.0V
I j 7F=187.69
•,7 O,� �W WATER MAIN
CONS7RUGi.OM i I ,' , � :: j -- - --- ---- --r-- -- -- \y �- 1�_ \ - - •'•. �� \ �g
ENTRANCE PAL' /8� 8"� I 786 - ---- 8_° warER M - ce 5.0 c� .__-- . - 189.6 1g. C /r
I; T0 HIGH P F F (S 196.5 I
a - 184.2 _ /86 1 188.E 98 /96
'`, --I W- --"' g � �--F--- b, oo I y, \, ., 6 S
# F 8? F6 `6
SAN.
l
MI-1 l I � I' I
=186.8 _wosr I 185 =lIt ,1 78s 7 2 . 11- - 189 cn co I °4 o do 192.3 192.5 '•' F l89 5
TF=190.77 I 184.3 7F= 84.1 183.8 1 l I 1 1 192 • ,� • D FLU '8
FL, IN&OUT= 179.62 1 �0 3 ' I _ _ _ _ I - -- 1 _ 1
FL, IN E=179.77 =a� .��. 0 1 u 8g 6
0
0
N/F TOWN OF SOUTH W/NDSOR
(OPEN SPACE)
1 - - 4 - 186. --i-,^ �' 18 8•.5 of 19. A
7 - - v- -- 0 Q
�' �-�= - -I- ,- --' - =� - 3 � � 2 -� _ � I 19 \ 193.1
188 7F 183.4 `\
O
191.5
o I log I r. ,r 1 f- 1 ------ �/ n oo n - - -\ 0 1! 1 6 B •' L° �rSP
2.0
a ml I li o1 188.0 I rnj i86.6 I I n ric0 5.29° 187 u 1 1gg.5 SAN.FL=
o m O� j `� I' i I I I n I n _ 5 17ss ' 1" BF= 184.8
189.5 I C 188.0 I 1 '
z I I 189.5 I SAN.FL=179.0 187.0 I I 3 185.5 I I N o ` ' 1 1S7'5 FF= 1g0.5 FF= 192.0 FD FL= 183.6 �� G'FCF� 1 Q 7g�o �� 1g�5 I GF= 190.0
N¢ I I O 187. D 186.0 J� 8 9S O 11
j87.5 O 0'-= 181.E BF 191.5 �� 9F /9>
x I I h GF= 188.0 o h SAN. FL=178.0 F� 0' FD FL= F 1 c, I ` SAN.FL= oo FF= n' O , rn 5AN• ,18 182.1 0 s G ��• $'I • I
Q1 180.3 GFT 189.5 o� N 190.0 cb GF= 187.0 sAN.FL= g,5 FD uMP 187.5 m 191.5 O 88• ti F
�I 188.9 FF ' 191.5 O BF= 181.3 a, FF= 189 w m 177.o _ \ _ 187.5 v 17 T1NG DRAId P #4 7g3 F<a
// o B� / oa °�� Fp tell,
194.5
FD FL- U. 0 GF= 186.0 6F g ;boo ° t!
- 180.1 BF- '�i 189• ura" 190.0
REO
` BF_ 182.8 FOOTING DRAIN PUMP _
- 180.3 � � E FF= 188.0 N 'FF'--------- _-
FD FL= 181.6 REQUIRED FD FL= BF= 179.3 0.8 °� ^I
QI FOOTING DRAT EDPLIMP FOOTING DRAIN PUMP p9 1 FD FL= 178.1 185.5 DBF _ P$ sL 194.2
ICI REQIJI 186.5 186.5 1840 184 REQUIRED FOOTING DRAIN PUMP pRP1N g,5 I // j8g„5 ,gg,, �` /9SQ 0
189.5 184.0 REQUIRED F00;1 REO 18 YL - -
�� 194.5 194 YD D 1g5•
u1RED 188 j90 p
_ 183.5 0 187.5 Y=186.0 TF=193.2
183.5 183.5 �#3 3_CHAMBERS 187 _--c -- -- -
i--I � _ ---- _ -------- - -
I
182
- -- ---
190 ---- 200
I
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\\
181
-
-- --
194
_
--
FE #4
i
- FL=180.0
- -J
�
TEST
HOLE INFORMATION -
N/F ARTHUR D. AND BARBARA B. WILLIAMS
I
TEST HOLES WERE PERFORMED BY ALFORD ASSOCIATES INC. ON NOVEMBER 19, 2003
N/F BRONISLAW AND TEKL/A HANCHUK
TP
Q #1
0 - 12" TOPSOIL
TP
® 15 0 - 4" FOREST UT7ER
12 -30" LIGHT BROWN SILTY
4"-18" BROWN SILTY SAND
30"-78" RED GRAVEL
18"-84" RED GRAVEL, LITRE FINES
I
78" WA TER
84"-90" PAN
i'
NO WATER
I
I 'TP
#2
0 M 16" TOPSOIL
SILTY
TP "
FOREST LITTER
#6 4"_36"
GRAPHIC SCALE
/I
30"-84" RED GRAVE
BROWN SILTY SAND
SAN. MH
84" WATER
36"-66" BROWN GRAVEL
40 0 20 40 80
TF=200.23 I
`
66 -84 RED SILT
NO WATER
FL=182.03
WI
TP
#3 p - 16" LIGHT TOPSOIL
16"-84" LIGHT RED GRAVEL TP
�I
MORE F7NF.S ® #7 0 - 4" FOREST LITTER
Z I
NO WATER 4'-30" BROWN SILT
�I I
30'-54" RED PAN
al
NO WATER
CO
TP
#4
i
4"-42" BROWN SILTY SAND
42"-84" RED GRAVEL
w i I
I I
�
NO WATER
160
THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL
UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CALL 1-800-922-4455 AND: HAVE UTILITIES MARKED ON THE GROUND.
A
IV n-4-
♦♦♦ ��'oj •� .%
No. 9344
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHO'JT A LIVE
SIGNATURE AND EMBOSSED SEAL
CML ENGINEERS
W10-SCR �
WILSON M. ALFORD,JR.,P.E.8 L.S
DATE: DECEMBER 18, 2003 1
SCALE: 1 IN. = 40 FT.
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WOOD POND ROAD
STONE
ENTRANCE WALL
(TYPICAL OF 2,`
PROPOSED
25' WIDE STORM DRAINAGE EASEMENT
_ Wl TH 10' WIDE
TEMPORARY CONS7RUC77ON EASEMENT
N/F TOWN OF SOUTH WINDSOR
(OPEN SPACE)
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TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
! I i f-l-TT,
CML ENGINEERS
WNDWR, OONNE-C-TOff
•
WILSON M. ALFORD,JR.,P.E.& L.S.
DATE: DECEMBER 18, 2003
SCALE: 1 IN. = 40 FT
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Sheet
5
P: M03101 D: M03101W2 FOL.DER:MANNARINO FILE: MANNARINO
SS: PLANTS-f A t! "FRS r."'AD
PLANT SCHEDULE FOR OVERALL "ACTIVE
ADULT COMMUNITY" -
NOTES -
-PLANT OPTIONS ARE GIVEN SO THAT THE DEVELOPER AND HIS LANDSCAPER
CAN CHOOSE PLANTS TO
DECIDUOUS TREE PLANTING DETAIL -
PROV/DE A VARIETY.
- SEE LANDSCAPING PLAN FOR LOCATION OF S7REET/SHADE TREES, FLOWERING TREES, HABITAT PLANTS AND EVERGREENS
NOT TO SCALE
- IF DISCREPANCIES OCCUR BETWEEN 774E AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST,
THEN THE PLAN SHALL DICTATE
- REFER TO GENERAL PLAN77NG N07ES FOR SPECIFICAT70NS
LEGEND.
THIN 1 /3 BRANCHES & FOLIAGE AS DIRECTED, RETAIN NORMAL
SHAPE OF TREE, NEVER CUT A LEADER. PAINT ALL CUTS OVER
PROPOSED STREET /SHADE TREE
1 INCH WITH ASPHALTIC TREE PAINT.
NOTE: WRAP TREE WITH APPROVED WRAPPING MATERIAL TO
HEIGHT OF SECOND LOWER BRANCH. CLEANLY PRUNE ALL
L,
DAMAGED BRANCHES. TREE SHALL HAVE STRAIGHT TRUNK &
PROPOSED FLOWERING TREE
BE PLUMB AFTER SETTLEMENT. 7' MINIMUM CLEARANCE TO
LOWEST BRANCH.
BLACK RUBBER HOSE FRICTION GUARD
PROPOSED EVERGREEN
#12 NEW GALVANIZED, ANNEALED GUY WIRE PER TREE 3" CAL.
do OVER. SECURE BOTH ENDS WITH MALLEABLE CABLE CLAMPS.
i PROPOSED PLANT ADJACENT TO DRIVEWAY
0 PROPOSED PLANT ADJACENT TO ENTRANCE FENCE
3" BARK MULCH MIN.
0 PROPOSED HABITAT PLANT ADJACENT TO DETENTION BASIN
TREE SHALL BEAR SAME RELATION TO FINISH
GRADE AS TO PREVIOUS EXISTING GRADE.
Q PROPOSED BUFFER SHRUBS
2"x2"x6' CEDAR STAKE
(3) PER TREE
3" HIGH EARTH SAUCER
STREET / SHADE TREES — QUANTITY.' 32
FINISH GRADE - SEE PLANS FOR MATERIALS
_
COMMON NAME BOTANICAL NAME
MINIMUM SIZE
GROWTH RATE
MATURE HEIGHT / SPREAD
ROLL BACK BURLAP 1/3 PRIOR BACKFILLING.
IF SYNTHETIC MATERIAL, REMOVE COMPLETELY '
GREEN MOUNTAIN SUGAR MAPLE ACER SACCHARUM 'GREEN MOUNTAIN'
2"- 2 1/2" CALIPER
SLOW -MEDIUM
50'-75' / 45'
PLANTING MEDIUM
RED SUNSET MAPLE ACER RUBRUM 'RED SUNSET'
2"- 2 1/2" CALIPER
MEDIUM -FAST
50'-60' / 40'
COMPACTED LOAM 12" 12"
COMPACTED SUBGRADE
GREENSPIRE LINDEN 77LIA CORDATA 'GREENSPIRE'
2"- 2 1/2" CALIPER
MEDIUM
50'-60' / 40'
SKYLINE HONEYLOCUST GLEDITS/A TRIACANTHOS /NERMIS 'SKYLINE'
2"- 2 1/2" CALIPER
FAST
40'-45' / 45'
PIN OAK QUERCUS PALUSTRIS
2"- 2 1/2" CALIPER
FAST
50'-55' / 40'
TREE PROTECTION DETAIL -
NORTHERN RED OAK QUERCUS RUBRA
2"- 2 1/2" CALIPER
FAST
60'-75' / 45'
NOT TO SCALE
ZELKOVA ZELKOVA SERRATA
2"- 2 1/2" CALIPER
FAST
40'-45' / 40'
GREEN VASE OR VILLAGE GREEN
4 4,
p,4
4 41 �A 4 4
FLOWERING TREES - QUANTITY- 31
4
4
4 4 4� 4
4
COMMON NAME BOTANICAL NAME
MINIMUM SIZE
GROWTH RATE
MATURE HEIGHT / SPREAD
pn �
4 44,
4
KWANZAN CHERRY PRUNUS SERRULATA KWANZAN
1 1/2" - 2" CALIPER
MEDIUM
30-35' / 40'
(HIGH BRANCHED)
4
Mr LINL441
p
4
4 y 4 4+4
� 4
4 p�tlo
KOUSA DOGWOOD CORNUS KOUSA
1 1/2" - 2" CALIPER
SLOW -MEDIUM
15'-25' / 25'
THUNDERCLOUD PLUM PRUNUS CERAS/FERA 'THUNDERCLOUD'
1 1/2" - 2" CALIPER
MEDIUM -FAST
20'-25' / 30'
ORANGE
CONSTRUCTION FENCE
I fwi� OR I= .
CRABAPPLE MALUS
1 1/2" - 2" CALIPER
MEDIUM -FAST
20'-25' / 15'-20'
GI�01.1°ING
CHOOSE FROM AVAILABLE VARIE77ES
LIM" OIL CLEARING
MV 4WING, 51JIJNOOI.hIp
PINK FLOWERING DOGWOOD CORNUS FLORIDA RUBRA
1 1/2" - 2" CALIPER
MEDIUM
25' / 25'
I!WVZ MOW Or latf, �
OR lot. 5Cf. PLM15
WHITE FLOWERING DOGWOOD CORNUS FLORIDA
1 1/2" - 2" CALIPER
MEDIUM
25' / 25'
MIN. 5'
SAUCER MAGNOLIA MAGNOLIA SOULANGIANA
8' - 10' TALL
MEDIUM
20'-30' / 25'
- --
FLOWERING PEAR CALLERYANA
1 1/2" - 2" CALIPER
FAST
30'-50' / 25'
CHOOSE FROM AVAILABLE VARIETIES.
'AR/STOCRA T'
`BRADFORD'
'CLEVELAND SELECT'
'REDSPIRE'
BUFFER SHRUBS - QUANTITY 160
EVERGREEN TREES - QUANTITY- 174
NOTE. SHRUBS TO BE PLANTED IN MINIMUM GROUPINGS OF 3 AT 5' TO 6' ON CENTER
COMMON NAME BOTANICAL NAME
MINIMUM SIZE
GROWTH RATE
MATURE HEIGHT / SPREAD
COMMON NAME BOTANICAL NAME MINIMUM SIZE GROWTH RATE
MATURE HEIGHT / SPREAD
COLORADO BLUE SPRUCE PICEA PUNGENS
4' - 5' TALL
SLOW -MEDIUM
50'-75' / 25'
BROWN'S YEW TAXUS MEDIA 'BROWN/1' 24" - 30" HT MEDIUM
6'-8' / 6'-8'
NORWAY SPRUCE PICEA ABIES
4' - 5' TALL.
MEDIUM -FAST
60' / 25'
INKBERRY ILEX GLABRA 24" - 30" HT. MEDIUM
8'-10' / 6'-8'
DOUGLAS FIR PSEUDOTSUGA MENZ/ES/I (TAXIFOLIA)
4' - 5' TALL
MEDIUM
50'-100' / 20'
CA TAWBA RHODODENDRON RHODODENDRON CA TAWB/ENSE 30" - 36" HT. MEDIUM
6'-8' / 6'-8'
SERB/AN SPRUCE PICEA OMORIKA
4' - 5' TALL
SLOW -MEDIUM
50'-60' / 20'-25'
DOUBLEFILE VIBURNUM VIBURNUM PLICATUM var. TOMENTOSUM 30" - 36" HT. FAST
4'-6' / 4'-6'
WHITE FIR ABIES CONCOLOR
4' - 5' TALL
MEDIUM
50'-70' / 20'-25'
ARROWWOOD VIBURNUM VIBURNUM DEN TATUM .30" - 36" HT. FAST
4'-5' / 4'-5'
EASTERN RED CEDAR JUN/PERUS V/RG/N/ANA
4' - 5' TALL
MEDIUM
15'-25' / 10'-15'
SEA GREEN JUNIPER JUN/PERUS CH/NENS/S 'SEA GREEN' 24' - 36" HT. MEDIUM
4'-5' / 5'-6'
PLANTS SHOWN ADJACENT TO DRI VEWA YS - QUANTITY 35
COMMON NAME BOTANICAL NAME
MINIMUM SIZE
GROWTH RATE
MATURE HEIGHT /SPREAD
ENTRANCE ISLAND DETAIL -
EMERALD GREEN ARBORVITAE THUJA OCCIDENTALS 'SMARAGD'
4' - 5' TALL
SLOW -MEDIUM
15' / 4'
SCALE: 1 INCH = 5 FEET
FLOWERING PEAR
PLANTS SHOWN ADJACENT TO ENTRANCE FENCE —
QUANTITY 18
6' WIDE x 4' HIGH BRICK STRUCTURE CALLERYANA 'CLEVELAND SELECT'
WITH 'EAGLE RUN" IDENT7FICATION SIGN 1 1/2" - 2" CALIPER
COMMON NAME BOTANICAL NAME
MINIMUM SIZE
GROWTH RATE
MATURE HEIGHT / SPREAD
PJM RHODODENDRON RHODODENDRON 'PJM'
3 GALLON
MEDIUM
4'-6' / 6'
PLANTS SHOWN ADJACENT TO DETENTION BASIN -
QUANTITY- 46
O
NOTE- EVERGRE_ �'VS ARE ALSO PROPOSED ADJACENT TO THE DE7ENT70N BASIN,
SEE SCHEDULE FOR EVERGREENS
O
O
COMMON NAME BOTANICAL NAME
MINIMUM SIZE
GROWTH RATE
MATURE HEIGHT SPREAD
/
O
FAST
40'-60' / 30'
O O
RED MAPLE ACER RUBRUM
3' - 4' TALL
PIN OAK QUERCUS PALUSTRIS
Y - 4' TALL
FAST
75' / 40'
SHADBLOW AMELANCHLER CANADENS/S
2.5' TALL
MEDIUM
10'-20' / 8'-10'
HIGHBUSH BLUEBERRY VACC/N/UM CORYMBOSUME
2.5' TALL
FAST
6'-12' / 6'-12'
PYRAMIDAL JAPANESE Y1=W -
PUSSY WILLOW SALIX DISCOLOR
2.5' TALL
FAST
15'-20' / 15'-20'
TAXUS CUSFIDATA 'CAPE. TA' DAYLlLY
HEMEROCALL/S 'HAPPY RETURNS' OR 'SIELLA d'ORO'
GRAY DOGWOOD CORNUS RACEMOSA
2.5' TALL
FAST
-
10'-15' / 10'15'
24" - 30" TALL
(TYPICAL OF 2) 2 GALLON CONTAINER
(TYPICAL)
AMERICAN HAZELNUT CORYLUS AMERICANA
2.5' TALL
FAST
8'-15' / 20'
BAYBERRY MYR/CA PENSYLVANICA
2.5' TALL
MEDIUM
5'-6' / 5'-6'
SHRUB PLANTING DETAIL NOT TO SCALE
DRIP LINE OF PLANT
4" MIN. SAUCER
7INISHED GRADE
EDGE
3" BARK MULCH
REMOVE BURLAP FROM TOP
HALF OF ROOTBALL. IF
SYNTHETIC MATERIAL,
REMOVE COMPLETELY.
SOIL MIX - SEE SPECS.
GENERAL PLANTING NOTES -
GENERAL PLANTING NOTES:
1. All plant material to be nursery grown stock subject to applicable A.A.N. standards.
2. The Contractor shall supply all plants in quantities sufficient to complete the work
shown on the drawings and listed in the plant list. In the event of a discrepancy between
quantities shown in the plant lists and those required by the drawings, the larger number
shall apply.
3. All plants shall be inspected by the Landscape Architect. Any plant material that is
deemed unsatisfactory shall be immediately removed from the Site and replaced with
acceptable specimens at the Contractor's expense.
4. Prior to installation, plant material shall be located on site by the Contractor for
approval by the Landsenne Architect. Any installations which were not approved by the
Landscape Architect, ::aid which are requested to be moved, will be done so at the
Contractors expense. Precise location of items not dimensioned on the plan to be scaled
off the plan and field staked by the Contractor, for approval, as per note A 3 above.
5. All shrub massings and tree pits shall be mulched to a min. depth of 3" with shredded
pine bark or hardwood mulch, as detailed.
6. All trees under 3" caliper shall be staked. All trees 3" caliper and greater shall be
guyed.
7. The Contractor is responsible for any damaged vegetation and shall replace or repair
any damage at his owfr expense. Unless otherwise specified, all plant material shall be
under guarantee for a minimum of one year for formal acceptance by the Owner.
8. The Contractor should contact "Call Before You Dig" at 1-800-922-4455, and not
commence with construction activity unless they have field verified the existence of
subsurface utilities and demarcated their location within the development envelope.
9. Regardless of the results garnered by adherence to activities described in Item 8.
above, the Contractor is responsible for locating all utilities in the field. Where plant
materials may interfere with utilities, the Contractor shall notify the Owner and
Landscape Architect to coordinate their relocation prior to the installation of that
material. Approval of plant material relocation must conform to the conditions dictated
in Item 4. above.
10. All shrub and groundcover planting areas shall have min. continuous beds of topsoil,
18" deep. Bare Root plantings shall have a minimum topsoil bed of 12", unless otherwise
specified.
11. For planting soil mix, see specifications and/or planting details.
12. All existing rill, gulley and or channel erosion shall be filled with appropriate
backfill material, fine raked, scarified and stabilized with appropriate vegetative material
and / or appropriate sedimentation and erosion control measures, as required. Refer to
appropriate Sedimentation and Erosion Control Plans, Details and Specifications for final
requirements.
13. Adjustments in the location of proposed plant material as a result of existing
vegetation to remain, sizall be approved by the Landscape Architect prior to installation,
pursuant to the conditions dictated in Item 4. above.
14. Bare Root and Sprig planting areas shall be hydroseeded first with specified Lawn
Grass Seed Mix for immediate stabilization. When planting Sprigs within this hydroseed
area, clear a F diameter area around each Sprig.
15. Additional Planting material and / or increased seeding rates may be required by the
Town Staff as site conditions dictate. Additional materials shall be compensated, to the
mutual agreement of the Owner and the Contractor, and shall be approved and located as
directed by the Landscape Architect, and pursuant to the conditions specified in these
General Notes.
PROPOSED BUFFER PLANRAIGS ARE DESIGNED BY.•
ROBERT C. SCHECHINGER, JR., ASLA
45 CANAL STREET, THE TURBINE HOUSE
P.O. BOX 246, COLLINSWLLE, CT 06022-0246
TEL. NO. (860) 693-1025
ti
eY
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECRCUT
TEL. # (860) 289-7055
FAX # (860) 289-7121
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No. 9344
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•• '-�lCENSE�•' o ���
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
CML ENGINEERS
Wt0501% CONIC rICUT
0
WILSON M. ALFORD,JR.,P.E.& L.S.
DATE:
DECEMBER
18,
2003
SCALE:
1 IN. =
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FT.
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P: M03101 D: M03101WS FOLDER-MANNARINO FILE: MANNARINO
SS- PL "ITS -AA I'",7VERS ROPD
TYPICAL PLANTING PLANS
FOR FROM TS OF UNI TS -
SCALE: 1 INCH = 10 FEET
PROPOSED PLANTING BEDS SHALL BE EXCAVATED TO A DEPTH OF 12"
AND FILLED WITH A MIXTURE OF 80% TOPSOIL AND 20% PEAT MOSS.
ALL PLANTING BEDS SHALL BE MULCHED WITH 4" OF 3/4" STONE,
WOOD CHIPS OR WOOD BARK MULCH.
PLANT SCHEDULE FOR FRONTS OF UNITS -
A ORB
A 0
WALK
:BALK
)l-lf T. ir- - . .. •.-r
WALK
A OR B
A OR I
I-, Welk,
A OR
WALK
WALK
WALK
NOTES -
-PLANT OPTIONS ARE GIVEN SO 774AT THE DEVELOPER AND HIS LANDSCAPER CAN CHOOSE PLANTS TO
PROVIDE A VARIETY BETWEEN EACH UNIT.
— THE IN7EN770N OF EACH UNIT'S PLAN77NG PLAN IS TO MIX DECIDUOUS AND EVERGREEN PLANTS, AND NOT
TO PUT ALL DECIDUOUS PLANTS TOGETHER.
— DO NOT PLACE TALL PLANTS OR WHAT IMLL MATURE TO TALL, IN FRONT OF A WINDOW.
— SPACING BETWEEN PLANTS TO BE APPROXIMATELY 4 FEET.
— NUMBER OF PLANTS SHOWN AROUND EACH UNIT ARE A MINIMUM AND MORE CAN BE PLANTED IF DESIRED.
"A " TYPE PLANTS -
COMMON NAME
BOTANICAL NAME
EVERGREEN AZALEA
AZALEA
NOTF— IF THERE IS A GROUPING OF AZALEAS,
KEEP THE SAME VARIETY 107HIN 774E GROUP
DWARF ENGLISH BOXWOOD
BUXUS SEMPERWRENS SUFFRU77COSA'
CRANBERRY COTONEASTER
COTONEASTER APICULATUS
NIKKO DWARF DEUTZIA
DEUTZIA GRACILLIS NIKKO'
EMERALD GAIETY EUONYMUS
EUONYMUS FORTUNEI 'EMERALD GAIETY'
EMERALD N' GOLD EUONYMUS
EUONYMUS FORTUNE/ EMERALD N' GOLD'
BLUE STAR JUNIPER
JUNIPERUS SQUAMATA BLUE STAR'
BIRD'S NEST SPRUCE
PICEA ABIES INIDIFORMIS'
MONTGOMERY SPRUCE
PICEA PUNGENS MONTGOMERY'
MUGO PINE
PINUS MUGO
LITTLE PRINCESS SPIREA
SPIRAEA JAPONICA 'LITTLE PRINCESS'
"B" TYPE PLANTS -
COMMON NAME
BOTANICAL NAME
BIG LEAF HYDRANGEA
HYDRANGEA MACROPHYLLA
CHOOSE FROM AVAILABLE VARIE71ES
PEE GEE HYDRANGEA
HYDRANGEA PANICULATA 'GRANDIFLORA'
OAK LEAF HYDRANGEA
HYDRANGEA QUERCIFOLIA
'BLUE PRINCE' BLUE HOLLY
ILEX X MESERVEAE BLUE PRINCE'
'BLUE PRINCESS' BLUE HOLLY
ILEX X MESERVEAE 'BLUE PRINCESS'
NOTF— 07HER AVAILABLE VARIETIES OF BLUE HOLLY MAY BE SUBST7TU7ED
MOUNTAIN LAUREL
KALMIA LA77FOLIA
CHOOSE FROM AVAILABLE VARIE77ES
DWARF ALBERTA SPRUCE
PICEA GLAUCA 'CONICA'
JAPANESE ANDROMEDA
PIERIS JAPONICA
CHOOSE FROM AVAILABLE VARIE77ES
PJM RHODODENDRON
RHODODENDRON 'PJM'
RHODODENDRON HYBRID 'ALGO'
RHODODENDRON HYBRID 'ALGO'
RHODODENDRON HYBRID 'OLGA'
RHODODENDRON HYBRID 'OLGA'
PYRAMIDAL JAPANESE YEW
TAXUS CUSPIDATA 'CAPITATA'
"C" TYPE PLANTS -
COMMON NAME BOTANICAL NAME
CUTLEAF JAPANESE MAPLE ACER PALMATUM DISSECTUM
CHOOSE FROM AVAILABLE VARIE77ES
ROSE OF SHARON HIBISCUS SYRIACUS
CHOOSE FROM AVAILABLE VARIE77ES
PEE GEE HYDRANGEA — TREE FORM HYDRANGEA 'GRANDIFLORA'
'BLUE PRINCE' BLUE HOLLY ILEX X MESERVEAE 'BLUE PRINCE'
BLUE PRINCESS' BLUE HOLLY ILEX X MESERVEAE BLUE PRINCESS'
N07E— OTHER AVAILABLE VARIE77ES OF BLUE HOLLY MAY BE SUBS77TUTED
MINIMUM SIZE GROWTH RATE MATURE HEIGHT / SPREAD
3 GALLON SLOW —MEDIUM 3' / 3'
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2 GALLON
2 GALLON
SLOW
MEDIUM
SLOW
2'-3' / 4-5'
3' / 4'-5'
2'-4' / 2-4'
2 GALLON
FAST
4' / 4'
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SLOW
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2 GALLON
SLOW
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�I�Inrrriri
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18"--24" B&B
SLOW
6' / 6'
•Q•q'�;'C�)�
15"-18"
SLOW
3' / 6'
?� 2
2 GALLON
MEDIUM
5115,
`;_ No. 9344
••��oF- CENSE�
•��i� SS f ONAL E:66
MINIMUM SIZE GROWTH RATE MATURE HEIGHT / SPREAD
3 GALLON FAST' 3'-6' / 3'-6'
3 GALLON
FAST
20' / 20'
3 GALLON
MEDIUM —FAST
6' / 6'
15" — 18"
SLOW —MEDIUM
8'-12' / 8'
15" — 18"
SLOW —MEDIUM
8'-12' / 8'
18" — 24"
SLOW
5'-1—' / 5'-10'
24" — 30" TALL
SLOW
10' / 5'
24" — 30" TALL
SLOW
6'--8' / 6'
3 GALLON
MEDIUM
4'-6' / 6'
3 GALLON
MEDIUM
4'-6' / 6'
3 GALLON
MEDIUM
4'-6' / 6'
24" — 30" TALL
SLOW
5'-10' / 5'-10'
MINIMUM SIZE GROWTH RATE MATURE HEIGHT / SPREAD
18" — 24" TALL SLOW 15'-251 15'
3' — 4' TALL MEDIUM —FAST 8'-10' / 6'-8'
7 GALLON MEDIUM 10'-15' / 10'-15'
15" — 18" SLOW —MEDIUM 8'-12' / 8'
15" — 18" SLOW —MEDIUM 8'-12' / 8'
ROYAL STAR MAGNOLIA MAGNOLIA KOBUS STELLATA ROYAL STAR' 4' — 5' TALL SLOW 25' / 35'
COMMON OR SY TINGA VULGARIS 5 GALLON MEDIUM 8'-15' / 6'-12'
FRENCH HYBRID LILAC
CHOOSE FROM AVAILABLE VARIE77ES
"D" TYPE PLANTS -
COMMON NAME
BOTANICAL NAME
MINIMUM SIZE
GROWTH RATE
DWARF BURNING BUSH
EUONY14US ALATUS 'COMPACTUS'
24" — 30" TALL
SLOW
LARGE LEAF RHODODENDRON
RHODODENDRON
5 GALLON
MEDIUM
COMMON OR
SYRINGA VULGARIS
4' — 5' TALL
MEDIUM
FRENCH HYBRID LILAC
CHOOSE FROM AVAILABLE VARIETIES
PYRAMIDAL JAPANESE YEW
TAXUS CUSPIDATA 'CAPITATA'
24" — 30" TALL
SLOW
"P" TYPE PLANTS
COMMON NAME MINIMUM SIZE
PERENNIALS. 2 GALLON
CHOOSE FROM AVAILABLE VARIE77ES
HOSTA
DAY LILIES
SHASTA DAISIES
BLACKEYED SUSAN
YARROW
ASTER
ORNAMENTAL GRASSES 2 GALLON
CHOOSE A VARIETY OF GRASS WHERE THE MATURE HEIGHT WILL BE SUITABLE
FOR WHERE THE PLANT V1LL BE PLACED
MATURE HEIGHT / SPREAD
15,115,
6'-10' / 6'-10'
8'-15' / 6'-12'
5'-10' / 5'-10'
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. # (860) 289— 7055
FAX # (860) 289— 7121
Of MWryNo ����'•
No. 9344
41
•••.IN �• S U R � E ������
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
In I i fiffw"l
CML ENGINEERS
WrvDSOP, CONNECT)CLIT
•
WILSON M. ALFORD,JR.,P.E.& L.S.
DATE:
DECEMBER
18,
2003
SCALE:
1 IN. =
40
FT
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P: M03101 D: M03101WS FOI nFR: MANINARINO FII F: MANNARINO
t FbFfiS RO,^ D
SECTION "B—BBUFFER PLANTINGS A T 5 YEARS
SECTION "C—C".• BUFFER PLANTINGS A T' 5 YEARS
PROPOSED BUFFER PLANTINGS ARE DESIGNED BY
ROBERT C. SCHECHINGER, JR., ASLA
45 CANAL STREET, THE TURBINE HOUSE
P.O. BOX 246, COLLINSWILLE, CT 06022-0246
TEL. NO. (860) 693-1025
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APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. ,# (860) 289-7055
FAX ,# (860) 289— 7121
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No. 9344
EN
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
piA "I,
CAVIL ENGINEERS
00WR, OONNECTK=
•
WILSON M. ALFORD,JR.,P.E.& L.S
DATE: JANUARY 13, 2004
SCALE: 1 IN. = 8 FT.
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SS: rl11! TS--AA NE:"� "S ROAD
NO TES-
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT
STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
2. REFERENCE PLANS -
a) "PROPERTY OF 50 ACRES LTD. 1720 ELLINGTON ROAD SOUTH WINDSOR, CONN.
LUCEK ENGINEERING ASSOC. INC. SCALE 1 "=100' DATE 7-13-83 SHEET 3 OF 6" '
b) PLOT PLAN CAMBRIDGE ESTATES PREPARED FOR JMJ CONSTRUCTION CO.
SOUTH WINDSOR, CONN. SCALE 1"=40' DATE 7-22-86 REVISION DATES TO
2-11-87 REINO E. HYYPPA & ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS
GLASTONBURY, CONN."
c) "SUBDIVISION PLAN FOR ELIZABETH TYCZ NEVERS ROAD SOUTH WINDSOR, CT
DATE 2/9/81 SCALE 1"=40' REVISIONS 7/7/81 FUSS & O'NEILL CONSULTING
ENGINEERS MANCHESTER, CONNECTICUT"
3. HORIZONTAL DATUM IS BASED ON NAD83.
4. EXISTING TOPOGRAPHY HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC.
IN OCTOBER, 2003. VERTICAL DATUM IS BASED ON NGVD29.
5. SUBJECT PARCEL WAS INSPECTED BY JAMES M. McMANUS, MS CPSS, FROM REMA
ECOLOGICAL SERVICES, LLC, ON DECEMBER 3, 2003. NO WETLANDS OR WATERCOURSES
WERE IDENTIFIED ON THE OVERALL PARCEL OR WITHIN 100 FEET OF THE PROPERTY
BOUNDARIES.
6. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE TOWN ENGINEER PRIOR
TO ANY CONSTRUCTION.
7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO
MAKE SURE THAT ALL OF THE REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR
HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY
ALL OF THE PERMITTING AUTHORITIES.
8. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE TOWN OF
SOUTH WINDSOR.
9. UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE STATE
OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION", FORM 814A OR
LATEST EDITION.
10. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND.
11. MAXIMUM CUT OR FILL SLOPE IS 3:1.
12. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE
REMOVED IN A SUITABLE MANNER.
13. MIRAFI FABRIC FENCE SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING SURFACES
HAVE BEEN STABILIZED.
14. NEW PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH EXISTING PAVEMENT.
15. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER
AT ALL TIMES PRIOR TO CONSTRUCTION.
16. ALL SIGNS SHALL CONFORM TO APPLICABLE ZONING REGULATIONS.
17. THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN ON
A PLAN ENTITLED - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD
BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD
COUNTY, PANEL 4 OF 9, COMMUNITY -PANEL NUMBER 090036 0004 B, EFFECTIVE
DATE: MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,
FEDERAL INSURANCE ADMINISTRATION".
18. THE PROPOSED USE THE SUBJECT PARCEL IS FOR A 20-UNIT ACTIVE ADULT
RESIDENTIAL COMMUNITY.
19. ALL STUMPS SHALL. BE REMOVED FROM THE SITE.
20. ALL PROPOSED CATCH BASINS ARE TYPE "C", UNLESS OTHERWISE NOTED.
21. TREES SHALL BE FLAGGED IN THE FIELD AND APPROVED BY THE TOWN STAFF PRIOR
TO CLEARING.
22. FOR SANITARY SEWER HOUSE LATERALS LONGER THAN 100 FEET, CLEANOUTS SHALL BE
INSTALLED. SPACING OF CLEANOUTS IS A MAXIMUM OF 100 FEET.
23. ROOF LEADERS WILL DISCHARGE ON TO SPLASH PADS ON THE GROUND.
24. UNDERGROUND STORAGE TANKS ARE NOT PERMITTED ON THE SITE.
25. A RODENT SCREEN SHALL BE PLACED AT THE END OF A FOOTING DRAIN LINE
THAT DISCHARGES ON TO THE GROUND.
26. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. ANY DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER AND TOWN ENGINEER PRIOR TO CONSTRUCTION.
27. FINAL LOCATION OF UTILITIES SERVING PROPOSED BUILDINGS SHALL BE DETERMINED
BY THE UTILITY COMPANIES.
28. MATERIAL THICKNESSES SPECIFIED ARE COMPACTED THICKNESSES.
29. PROPOSED CURBING SHALL BE 6" HIGH BITUMINOUS CONCRETE BERMS, UNLESS
OTHERWISE NOTED.
30. PROPOSED PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH EXISTING PAVEMENT.
31. ROUND TOPS AND TOES OF ALL PAVED AND PLANTED SLOPES.
32. ADJUSTMENTS IN THE LOCATION AND/OR NUMBER OF PROPOSED PLANTS MAY BE
NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS SHALL BE APPROVED BY
THE DESIGN ENGINEER AND THE TOWN PLANNER.
33. PROPOSED LIGHTS ARE SHOWN IN APPROXIMATE LOCATIONS AND NUMBERS. THE
FINAL LOCATION AND NUMBER OF FIXTURES SHALL BE DETERMINED BY THE SPECIFIC
FIXTURE CHOSEN. PRIOR TO INSTALLATION, DETAILS OF LIGHTING FIXTURES AND POLES
TO BE USED SHALL BE SUBMITTED TO THE TOWN STAFF FOR THEIR APPROVAL.
PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINATION TO THE SUBJECT SITE.
34. THE TOPSOIL IS THE PROPERTY OF THE OWNER.
35. DURING CONSTRUCTION, AREA AROUND CATCH BASIN TOPS TO BE DEPRESSED AND
CATCH BASIN TOPS SHALL BE WRAPPED WITH MIRAFI FENCE.
36. WPCA REVIEW AND APPROVAL IS REQUIRED.
goe
� • _IN�� �� ■a.. .... _ � � � _ Cf_�� psir�
L OCA TION PLAN -
SCALE: 1 INCH = 800 FEET±
LEGEND
x 160.0
EXISTING SPOT GRADE
------
EXISTING CONTOUR
STORM
DRAINAGE -
-160.0
PROPOSED SPOT GRADE
D STORM DRAINAGE PIPE
�-' 160
PROPOSED CONTOUR
CB
STORM FE
MH FLARED END
GRADE TO DRAIN
FF= 100.0
GF = 100.0
BF = 100.0
SAN. FL= 100.0
PROPOSED HOUSE - FOR UNITS 1 - 20
NOTE- FOR UNITS 1 -20
LOCATION AND GRADES SHOWN IS WHAT WILL BE CONSTRUCTED.
SHAPE MAY VARY SLIGHTLY.
INDICA TES UNIT NUMBER
INDICATES UNIT STYLE
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
BASEMENT FLOOR ELEVATION
SANITARY SEWER LATERAL INVERT ELEVATION AT HOUSE
NOTE- USE GARAGE FLOOR ELEVATIONS TO SET THE GRADE OF THE HOUSE.
ADJUST OTHER BUILDING ELEVATIONS BASED ON VARIATIONS IN THE ARCHITECTURAL
DRA WINGS.
m
PROPOSED UT1177ES.•
SANITARY SEWER -
-S S SAN. MH
.-S -
S=360.0
0 CO
PROPOSED MIRAFI FABRIC FENCE
PROPOSED RIP -RAP PLUNGE POOL
SANITARY SEWER LINE
AND SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL TO HOUSE
FLOWLiNE OF SANITARY SEWER LATERAL
AT THE MAIN LINE
NOTE- LATERALS ARE 670 AND 1.09 MINIMUM
CLEANOUT (AT GRADE)
STORM MANHOLE
CATCH BASIN
YARD DRAIN AND INFIL TRA TOR SYSTEM
REFER TO PLANS FOR NUMBER OF CHAMBERS IN EACH SYSTEM
THIS DETAIL SHOWS THREE (3) CHAMBERS
-- FD---------------- FOOTING DRAIN LINE
FD=XXX.X FLOWLINE OF FOOTING DRAIN AT MAIN LINE
PIPE SIZES:
- INDIVIDUAL FOOTING DRAIN LINES SHALL BE 4"0
- WHERE DRAINS ARE COMBINED KITH EACH OTHER,
PIPE SHALL BE 870
-- CD ------- --------- COLLECTOR DRAIN LINE
WATER SERVICE -
------- W--- WATER MAIN
------- W--------- WATER LATERAL TO HOUSE
W HYDRANT
WA TER NOTE.•
FINAL DETERMINATION OF WATER MAIN AND INDIVIDUAL
HOUSE CONNECTIONS SHALL BE COORDINATED W/TH
THE FIRE MARSHAL
UTILITIES NOTE:
ELECTRIC, TELEPHONE, CABLE TV AND GAS SERVICES ARE PROPOSED BUT HAVE NOT
BEEN SHOWN. FINAL LOCA77ON OF ALL PROPOSED UTILITIES SHALL BE COORDINATED
WITH THE APPROPRIATE UTILITY COMPANY.
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. # (860) 289- 7055
FAX # (860) 289- 7121
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I- CONIy"'�.
No. 9344
F
•••�O SS I ONAL • � ���P'
CONNo .
M
gam: •�o� �o
No. 9344
••••i��,S U R11�14�Is
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
�Illllrl
CML ENGINEERS
WNDSOR, CONNECrIOff
•
WILSON M. ALFORD,JR.,P.E.& L.S.
DATE: DECEMBER 18, 2003
SCALE:
1
IN.
=
40
FT.
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(+
I P: M03101 D: M03101WS FOLDER: MANNARINO FILE_: MANNARINO
SS N;?TEc-AA NEV77S f-'PAD
PA VEMEN T SECTION NOT TO SCALE
24' WIDE PAVEMENT
12'
1' 4' 5'
`3.1 12•
4
1q 1/4'/1'
XiM�M
4' T❑PS❑IL &
SEED
4' WIDE CONCRETE WALK
(SEE DETAIL) 6' PROCESSED TRAPROCK BASE
-J
(COMPACTED) MEET GRADATION
M05,01-1
6MIN, BANK RUN GRAVEL SUBBASE -
OVER PREPARED STABLE SUBGRADE
(COMPACTED)
MEET GRADATION OF M2,06 GRADING B
ALL MATERIALS ARE TO MEET
CONN' D,O•T, SPECIFICATIONS
FORM 814A AS AMENDED
12,
5' 4' 1'
ENT OF -
PLICATION
GRADE 3/8' 1' BIT. CURB 1/2'il' 1/4'/1' MgkiMUM
4' T❑PSOIL &
SEED
4' WIDE CONCRETE WALK
1-1/2' BITUMINOUS CONCRETE CLASS 2
SURFACE COURSE (COMPACTED) AND (SEE DETAIL)
1-1/2' BITUMINOUS CONCRETE CLASS 1
BINDER COURSE (COMPACTED)
FOR LOCAL ROADS IF PAVING IS DONE
AFTER OCT 15 OR BEFORE APRIL 15
2' OF BINDER COURSE SHALL BE PLACED.
ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD.
DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER.
BITUMINOUS CONCRETE LIP CURB SECTION NOT TO SCALE
$»
R 1 1/2"
/`� 7.5"
FINISH BIT, CONC, -
BIT, CONIC, BINDER -
TYPE "K2" BIT, CURB
NOTES,
1, TACK COAT TO BE APPLIED
PRI❑R TO CURB PLACEMENT AS
REQUIRED BY TOWN.
C❑ATING TO BE APPLIED PER
M 04.01• cI4, FORM 814 A
PERMANEN T PA VEMEN T PA TCH NOT TO SCALE
EXISTING
PAVEMENT
12' _ 12'
^MIN. TRENCH ^MIN,
WIDTH
VARIES
SEE
TYPICAL
TRENCH
SECTION
SECTION
4' T❑PS❑IL & SEED
BASE
flip -CUT AND SEAL J❑INT WITH TACK COAT M 04.01
V OR 1 1/2' (COMPACTED) CLASS 2 BITUMIN❑US
CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER) M 04
2' OR 1 1/2' (COMPACTED) CLASS 1
OR 2 BITUMIN❑US
CONCRETE BINDER COURSE (❑R
MATCH EXISTING, IF GREATER) M 04
6' (COMPACTED) PROCESSED TRAPROCK
BASE. M 05.01.
6' (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACK FILL) M,02- GRADE, B
(❑R PROCESSED TRAPROCK)
NOTES
1. ALL SAW CUT AND SEALED JOINTS TO
BE EITHER PARALLEL WITH, OR PERPEN-
DICULAR TO, THE CENTERLINE OF
THE PIPE,
2. ALL MATERIALS ARE TO MEET
FORM 814A, AS AMENDED
CONCRETE SIDEWALK HANDICAP RAMP DETAIL NOT TO SCALE
SIDEWALK
GRASS
EXPANSI❑N J❑INT AT BACK OF CURB AND AT SIDEWALK LINE,
-SLOPE NOT TO EXCEED 1112
GRASS
3' MIN.
BITUMINOUS CURB LINE 3'-4' MAX
CONCRETE CURBING
B•0.W
T.O.C. -
BITUMIN❑US CURB TYP, FINISHED PAVEMENT LEVEL
(BOTH SIDES)
SURFACE SHALL BE TEXTURED AND
N❑N-SLIP,
N❑TE,
DRAINAGE DESIGN IN THE VICINITY OF RAMPS ALL MATERIALS ARE TO MEET CONN, D.0,T,
SHALL BE AN INTEGRAL PART OF THE RAMP
DESIGN, NO DRAINAGE STRUCTURE SHALL BE SPECIFICATI❑NS FORM 814A AS AMENDED
PLACED WITHIN THE LIMITS OF THE RAMP,
TYPICAL SIDEWALK DETAIL NOT TO SCALE
MEET TOP OF CURB, OR EDGE OF
PAVEMENT IF NO CURB EXIST'
MTL
311 MAX,
RESIDENTIAL
4' TOPSOIL & SEED � MATCH EXSISTING
4' TOPSOIL & SEED GROUND
8' PROCESSED OR BANK RUN GRAVEL
MEET GRADATION OF M2,06 GRADING B
OR M5,OLL
5' CONC, SIDEWALK
(8' CONC. AT DRIVES WITH 6'X6'X10/10 WIREMESH)
CONSTRUCTION ENTRANCE PAD -
NOT TO SCALE
S T R E E T
PLAN
4" MINIMUM CONN.
DOT 2" STONE
° off° off° o.L° off° oo°
FILTER FABRIC
WIDTH AS SPECIFIED
ON PLAN
SECTION
NOTES:
1. The purpose of a stabilized construction
entrance is to reduce
the tracking or flowage or sediment onto
existing pavement.
2. Before construction entrance installation,
the area of the
entrance should be cleared of all vegetation, roots and other
undesirable material.
3. The entrance should be maintained in a
condition which will
prevent tracking or flowing of sediment onto
existing pavement.
This will require periodic top dressing with additional stone or
additional length as conditions require.
VEGETA TI VE COVER SCHEDULE -
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
4" MINIMUM OF TOPSOIL*. SEED AS INDICATED BELOW. CONDITION SOIL
WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST.
* EXCEPT AS OTHERWISE NOTED
PERMANENT VEGETATIVE COVER:
SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15
LAWN AREAS:
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1-3 LBS./1000 S.F.
SLOPES:
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
CREEPING RED FESCUE 46.6%
REDTOP 4.8%
TALL FESCUE 47.6%
APPLY 1.1 LBS./1000 S.F.
OR
NE US WILDFLOWER SEED MIXTURE 50.0%
CHEWING FESCUE 25.0%
SHEEP FESCUE 25.0%
APPLY AT 6 LBS./ACRE
DETENTION BASIN:
BOTTOM OF THE BASIN SHALL BE 12 INCHES OF TOPSOIL MIXED WITH 30%
(BY VOLUME) LEAF COMPOST. SEED WITH NEW ENGLAND WETMIX* AT A RATE
OF 1 LB./2500 SQ.FT.
*THIS IS AVAILABLE AT NEW ENGLAND WETLAND PLANTS, INC. OF AMHERST, MA.
TEMPORARY VEGETATIVE COVER:
SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15
USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN
ENGINEER -
ANNUAL RYEGRASS 100%
APPLY 1 LB./1000 S.F.
IF FINAL GRADING IS FINISHED TOO LATE IN THE SEASON FOR
ESTABLISHMENT OF VEGETATIVE COVER, AREAS DISTURBED TO BE ROUGH
GRADED, COVERED WITH HAY MULCH, THEN EROSION CONTROL FABRIC OR
BLANKET TO BE PLACED ON TOP OF THE HAY. EROSION CONTROL FABRIC
OR BLANKET TO BE PLACED PER MANUFACTURER'S SPECIFICATIONS.
FILTER FABRIC EN VEL OPE-
NOT TO SCALE
DOUBLE THICKNESS
FILTER FABRIC ENVELOPE
EROSION AND
SEDI MEN TA TION CONTROL NA RRA TI VE-
1. THE SUBJECT PROPERTY IS COMPRISED OF TWO (2) PARCELS, TOTALING 8.786 ACRES
FINISHED GRADE
AND IS LOCATED ON THE EAST SIDE OF NEVERS ROAD, JUST SOUTH OF WOOD POND
=ll=l=III=11=�
III-III=1(1=�I1.
ROAD, IN SOUTH WINDSOR, CONNECTICUT. THERE IS A HOUSE ON EACH OF THE
PARCELS, WITH LIGHT WOODS TO THE REAR. THERE ARE NO WETLANDS LOCATED ON
I -III -I I
THE PROPERTY. THE PROPERTY IS ZONED "RR".
CATCH BASIN
_I
III,=III FILTER FABRIC
HELD IN TRENCH
WITH BACKFILL
2. THE PROPERTY WILL BE RECONFIGURED INTO TWO (2) LOTS. THE SMALLER LOT WILL
BE FOR A SINGLE FAMILY HOME. THE REMAINING LOT WILL BE DEVELOPED INTO A
`C' TYPE CATCH BASIN
20-UNIT ACTIVE ADULT COMMUNITY. THE 20 UNITS WILL BE SERVED BY A PRIVATE
ROAD ENTERING OFF OF NEVERS ROAD. THE SINGLE FAMILY HOME AND THE 20
CINDER BLOCK
ACTIVE ADULT UNITS WILL BE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER.
DOUBLE THICKNESS
FILTER FABRIC ENVELOPE
3. THE ACTIVE ADULT COMMUNITY WILL BE DEVELOPED AS ONE PHASE. THE PROPOSED
STORM DRAINAGE WILL DISCHARGE INTO AN ON -SITE DETENTION BASIN. THE BASIN
WILL DISCHARGE INTO THE ADJACENT OPEN SPACE AREA AND THEN INTO THE TOWN'S
DRAINAGE SYSTEM.
FINISHED GRADE
4. THE ANTICIPATED START OF CONSTRUCTION FOR THE ACTIVE ADULT COMMUNITY IS
PLANNED FOR THE SPRING OF 2004.
CATCH BASIN
SEQUENCE OF CONSTRUCTION
'CL' TYPE CATCH BASIN
A. INSTALLATION OF CONSTRUCTION ENTRANCE.
B. INSTALLATION OF FILTER FENCE ALONG AREAS SHOWN ON PLAN.
C. CLEAR CUTTING, STUMPING AND REMOVAL OF UNSUITABLE MATERIAL
OFF -SITE.
FILTER FABRIC FENCE-
D. INSPECTION OF FILTER FENCES AND/OR MAINTENANCE TO INSURE
NOT TO SCALE
PROPER WORKING CONDITION.
PLAN SECTION
E. STRIP AND STOCKPILE TOPSOIL. TOPSOIL SHALL NOT BE STOCKPILED
7.7' O.C.
IN WETLAND AREAS.
4'-6" TALL WOODEN STAKE
PLACE TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL.
:.:.:.:.:.:
. I , ,.. ,.
FILTER FABRIC NAIL'
MIRAFI FABRIC FENCE IS TO BE PLACED AROUND PILES AND/OR TEMPORARY
_...:.:.:.I.:[:•
..::.I,
OR STAPLE TO STAKE
VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR AN EXTENDED PERIOD
:..:I:.C..:.:.:...
:.:.:.I.I:.:.:.:.:.:.
-H
IF NOT PRE -ASSEMBLED
OF TIME.
.....I:
DIG TRENCH 6" MIN. DEEP,
f :::::.
.............. N
:...:.:.:.:I:.I.:..:.:.:.
LAY IN FABRIC & BACKFILL
F. EXCAVATE, GRADE AND SEED DETENTION BASIN.
.'I .I..:.:.:.:.:.
.::.:.:':I:.1::::::
:.:..:.:•1':I.-.•.'.•.
FLOW
DETENTION BASIN SHALL BE USED AS A TEMPORARY SILTATION BASIN
DURING CONSTRUCTION. INSTALL A TEMPORARY OUTLET PIPE. TEMPORARY
_
11=III=III=11
SILTATION BASIN SHALL REMAIN IN PROPER WORKING ORDER UNTIL ALL
ill-III=III;
CONTRIBUTING AREAS HAVE BEEN STABILIZED.
IF PRE -ASSEMBLED SYSTEM IS
USED, DIMENSIONS MAY VARY
ONCE TEMPORARY SILTATION BASIN IS NO LONGER NEEDED, REMOVE ACCUMULATED
WITH MANUFACTURER.
SILT AND SEDIMENT AND TEMPORARY OUTLET PIPE. INSTALL PERMANENT
DETENTION BASIN OUTLET
G. BOX OUT ROADWAY.
PLUNGE POOL DETAIL
H. INSTALL STORM DRAINAGE. PLACE MIRAFI FABRIC AROUND CATCH BASIN TOPS.
NOT TO SCALE
A
I. INSTALL SANITARY SEWER, WATER AND OTHER UTILITIES.
o�'� r °
J. ALL MIRAFI FABRIC FENCE AND/OR TEMPORARY VEGETATIVE COVER
0 0 o
G
TO BE INSPECTED AND MAINTENANCE PERFORMED IF REQUIRED TO
L- - _ °°�°
0or
006,
�°
o
INSURE PROPER WORKING ORDER.
---- _
°�°� Q
000 .0
�'
K. INSTALL ROAD SUBBASE AND BASE MATERIAL.
°oI 00
L. PAVE ROAD.
M. LOAM AND SEED SIDE SLOPES OF ROAD.
PLAN
N. CONSTRUCT HOMES.
- F C7 H
AS SOON AS POSSIBLE, DISTURBED AREAS ARE TO BE LOAMED AND
-
SEEDED.
t-
1
0. MIRAFI FABRIC FENCE IS TO REMAIN IN
i=Z-
0000
0 18 INTERr4EDIATE
WORKING ORDER UNTIL ALL VEGETATIVE COVER HAS BEEN ESTABLISHED.
...•
=III= RIB' ��'
IT IS TO BE INSPECTED AND MAINTAINED AS NECESSARY THROUGHOUT
_=1'
-III=11 FILTER F GEL ON
CONSTRUCTION.
SEGTION A -A
P. BEFORE REMOVAL OF ANY SILT FENCE, EXISTING SILT IS TO BE
REMOVED. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED
PIPE
A
B
C
D
E
F
G
H
WT•
TONS
12'
10,
7'
1-1/2'
1'
1'
4-1/2'
1-1/2'
3'
6
15'
10,
7'
1-1/2'
1'
1'
4-1/2'
1-1/2'
3'
6
18'
12'
8'
2'
1'
1'
5'
2'
4'
8
21'
15'
9'
2-1/2'
1-1/2'
1'
7'
2-1/2'
4-1/2'
12
24'
17'
10,
2-1/2'
1-1/2'
V
8'
2-1/2'
5-1/2'
15
30'
20'
13'
3'
2'
2'
9'
3'
6'
22
36'
24'
16'
3-1/2'
2'
2'
9-1/2'
3-1/2'
7'
33
ELIP.
17'
10'
2-1/2'
1-1/2'
1'
8'
2-1/2'
5-1/2'
15
TO ESTABLISH PERMANENT COVER.
Q. THE CONTRACTOR AND/OR OWNER
SHALL BE RESPONSIBLE FOR MAINTENANCE/REPAIR/
REPLACEMENT OF ALL EROSION CONTROL MEASURES UNTIL ALL
CONTRIBUTING SURFACES HAVE BEEN STABILIZED. ACCUMULATED
SEDIMENT SHALL BE REMOVED AS NECESSARY.
GENERAL NOTES -
1. THE TOWN ENGINEER SHALL BE NOTIFIED PRIOR TO ANY CONSTRUCTION.
2. LAND DISTURBANCE TO BE KEPT TO A MINIMUM. RESTABILIZATION WILL
BE RESCHEDULED AS SOON AS PRACTICAL.
3. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CONSIDERED AS MINIMUM REQUIREMENTS. THE TOWN RESERVES
THE RIGHT TO AMEND THE EROSION AND SEDIMENTATION CONTROL
PLANS AS FIELD CONDITIONS MAY WARRANT.
4. FABRIC SEDIMENTATION BARRIER TO BE FIBRETEX 150 GRADE, AS
MANUFACTURED BY CROWN ZELLERBACK, OR APPROVED EQUAL.
DETAIL OF TEMPORARY SILTATION BASIN OUTLET - 5. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF
NOT TO SCALE 24" DIA. SOLID N12 PIPE WITH 1 1/2" DIA. HOLES IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN.
DRILLED INTO INDENTS OF PIPE TO BE WRAPPED WITH 2 LAYERS OF MIRAFI FABRIC 6. SILT FENCE SHALL BE REMOVED AND DISPOSED OF OFF -SITE AFTER ALL
SECURED WITH A LAYER OF HARDWARE CLOTH OR CONTRIBUTING DISTURBED AREAS ARE SEEDED AND STABILIZED.
SIMILAR WIRE MESH
TEMPORARY SILTATION
BASIN
BERM
RIP -RAP
LCAPPED END OF TEE 24"0 R.C.P
24" DIA. TO 18" DIA. REDUCING TEE WITH 22"0 OPENING
WITH ADDED 18" DIA. TO 15" DIA. REDUCER
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. # (860) 289- 7055
FAX # (860) 289-7121
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No. 9344 ♦`
•••••�� Wit//I1!//1►►►►�
SIO AL $ ►
pFCON/y
AL
'♦� ,'off �o ;A:
No. 9344 ♦�
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
��Illlrl
CML ENGINEERS
WNDSOR, CONNECTKXrr
•
WILSON M. ALFORD,JR.,P.E.& L.S.
DATE:
DECEMBER
18,
2003
SCALE:
1 IN. =
40
FT.
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9
P: M03101 D: M03101WS FOLDER: MANNARiNO FILE: MANNARINO
S�: I•J OTFS--/� A
P!EVERS [""OAT)
SANITARY SEWER MANHOLE DETAIL NOT TO SCALE
SEE CAST IRON MANHOLE
ADJUST TO GRADE WITH COURSES
FRAME & COVER DETAIL
OF CONC, BRICK OR CONC. GRADING RINGS
(SEE NOTE 1)
VARIES 6' TO 12'
4
4,-0„
I
MANHOLE STEP
.4 TYP.
(SEE STANDARD DETAIL)
•'
�'
SEE J❑INT DETAIL
117—
(BELOW)
1',2',3', OR 4' RISER
4'
SECTION AS REQUIRED
`.•�
BITUMASTIC
FOR DETAILS, SEE
4.
,a
DAMP PROOFING
ELASTOMERIC COUPLING 4'-0' MIN.
'•
•� `•
_ ,
4 0 MIN,
AND FLEXIBLE �TO JOINTS
Li
:
TO JOINT
MANHOLE SLEEVE
3/4 PIPE
I D
FLOW
CLASS 'A' CONCRETE OR BRICK MASONRY
'
-
--�
SELF-CLEANING INVERT 6"
`<'
° a• A.
° .-
n
4
INVER4 EL°.
-
CLASS 'A° CONCRETE
�': 'A -.:• '
81
6" MIN,
3/4' BROKEN TRAPROCK
2 DEGREES MAX
E L E V-A T I❑ N
s
Bc
ROUND RUBBER
GASKET JOINT
SPIGOT & BELL REINF,
GASKET J❑INT
COLD APPLIED
BITUMINOUS
SEALER
ALTERNATE J❑INT
N❑TES1
1, TOP STEP TO BE A MAXIMUM OF 12"
BELOW TOP OF MANHOLE FRAME &
COVER ELEVATI❑N.
2, IF TOTAL DEPTH IS TEN FEET OR GREATER,
CERTIFICATI❑N OF HS-20 LOAD BEARING
CAPACITY SHALL BE SUBMITTED TO THE
TOWN ENGINEER FOR APPROVAL PRI❑R
TO INSTALLATI❑N.
3, SEE MISCELLANE❑US MANHOLE DETAILS
SHEET,
CAST IRON MANHOLE FRAME AND COVER
NOT TO SCALE
2— 1 1/2"
HANDLING HO
8
4"
SECTION B-B
CAST IRON FRAME
NOTES:
1. THE LOWER SURFACE OF THE COVER
AND THE CORRESPONDING UPPER SURFACE
OF THE FRAME SHALL BE MACHINE
FINISHED TO PROVIDE A SMOOTH FLAT
CONTACT OR FIT, WITHOUT ANY TENDENCY
FOR THE COVER TO ROCK OR RATTLE.
2. SANITARY SEWER MANHOLES SHALL BE
EQUIPPED WITH VENT HOLE IN CENTER.
P
MISCELLANEOUS MANHOLE DETAILS NOT TO SCALE
TAKE-
CLE
o ❑ STORM MANHOLE
oO O �O ALTERNATE
o '�o❑o� o
❑ O ❑ ❑ ❑ ❑ O ❑
El
oo❑oo
SECTION A -A
CAST IRON COVER
SANI TAR Y TRENCH DETAIL NOT TO SCALE
LAWN/ GROSS -COUNTRY STREET/ PAVED AREAS
4" MIN. TOP501L 4 500 OR /— SEE PAVEMENT SECTION (SHEET 8)
SEED
12"
- z
�;;F
12" O.D. 1 12"
MIN PIPE MIN
s"
APPROVED GRANULAR NON-ORGANIG
BAGKFILL MATERIAL PLACED 4
— COMPACTED IN ONE FOOT (19 (MAX) LIFTS.
WARNING TAPE PER CONN. GENERAL
STATUTE SECTION 16-345, A5 AMENDED,
12" MIN., 24" MAX ABOVE TOP OF PIPE
SAND BLANKET
PIPE
5/4" BROKEN TRAPROCK
14"
ELASTOMERIC MANHOLE COUPLING
114" 8-1/4"
SECTI❑NA-A
1/2' GRADE 60 STEEL REINFORCEMENT JI
PLASTIC OR FIBERGLASS MANHOLE STEP
INSIDE FACE
OF MANHOLE - is
`.' FLEXIBLE SLEEVE
PIPE
7.
STAINLESS STEEL STRAP
FLEXIBLE MANHOLE SLEEVE
MANHOLE PIPE CONNECTIONS
STANDARD WA TER TI GH T MANHOLE FRAME & COVER
NOT TO SCALE
ICI —ICI __
III— —I—
_
o 1=1 SEWER I O
III ===—ICI
IIII � 11 I I1 � 1
=1 I i—I 11=1 11=1
=1 I I=1 11=
34" DETAIL "A"
31-3 4" _7� /
1-3/8"
r � 28" 8»-i
-r 32" �-
43"
COVER DRILL & COUNTERBORE 1/2" DEEP
FOR 1/2" SOCKET HEAD CAP SCREW.
(2 PLACES IN COVER)
SPECIFICATIONS: FRAME
�------- '
1. Pattern shall be no. 1012 WT manufactured by COVER �} f�� STAINLESS STEEL SOCKET II I HEAD CAP SCREW — 1/2"
The Cambell FoundryCo. roved equal. % r-- __II I 13 THD. x 1-1/2° LONG.
or approved q j I 2 REQUIRED LOCATED
180 DEG. APART.
2. AASHTO HS20-44 highway loading.
i/4" FLAT NEOPRENE GASKET
3. Material shall be gray cast iron which meets i
or exceeds ASTM A48-83, class 30B. I I
DRILL & TAP HOLES IN FRAME FOR
4. All castings supplied with: 1/Z-13 THREAD CAP SCREW.
LOCATE HOLES FROM COUNTER BORED
-Machined bearingr> »
surfaces HOLES IN COVER (IN 2 PLACES) DETAIL A
-Non-penetrating pick holes
-1/4" flat neoprene gasket
-1/2" diameter stainless steel cap screws
SANITARY CLEANOU T —
NOT TO SCALE FINISHED GRADE
6" TO 12"
BELLOW GRADE
ND
)KEN TRAPROCK
UNDER BEND
TYPE `C' CA TCH BASIN — NOTE- GALVANIZED FRAMES AND GRATES SHALL BE USED ON
NOT TO SCALE ALL CATCH BASINS.
2"
�0_15
ti °'
5'-4"
121111EaI111=11to]�
2—#4X4'-0
2» TOP OF FRAM
PRE CAST CONCRETE UNIT
ADJUST FRAME ELEVATION
WITH CONC. BLOCKS OR
BRICKS, 6" TO 12"
ALL JOINTS TO BE
POINTED FLUSH
& FULL
PRE CAST CONCRETE OR
CONCRETE MASONRY UNITS
POURED CONCRETE OR
PRE CAST SLUMP OR S
— (OR EQUAL) 3500 PSI
g" 6" OF 3/4" CRUSI
�- STONE
NOTES:
1. MINIMUM COVER OVE
SHALL BE 2'-0".
2. WALL THICKNESS SHALL BE SIDE ELEVATION
SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES
OVER 10' HIGH IS 12" FOR CONCRETE
BLOCK UNITS. INSIDE DIMENSIONS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE.
z ,.
YARD DRAIN DETAIL —
NOT TO SCALE
AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC.
OR APPROVED EQUAL
18" Drain Basin
2818AG
i IS1 I'iICQ $315 00
■ 100i number of inlr-is/oulleL;
01P.1 diamelms available
4" lr,ru 15"
■ Vaiablr. rlcvnlirri of oullcl;
0181,
r__—.-------- CAST
— IRON
-- GRATE
e
M
INFIL 7RA TOR CHAMBER
NOT TO SCALE
AS MANUFACTURED BY INFXTRATOR SYSTEMS, INC. OR APPROVED EQUAL
THE HIGH CAPACITY INFILTRATOR® CHAMBER
No Scale
COLLECTOR DRAIN DETAIL NOT TO SCALE PROP05ED GRADE
ll.l
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PAVEMENT SECTION OR
LAND50APIN6 (SEE PLAN)
WARNING TAPE PER CONN. GENERAL
STATUTE SECTION 16-345, AS AMENDED,
12" MIN., 24" MAX ABOVE TOP OF PIPE
APPROVED BAGKFILL PLACED AND
COMPACTED IN 12" LAYER5
NO STONE LARGER THAN 6" (50 LB5)
GOMPAGTED SAND FILL PLACED
AND COMPACTED IN 6" LAYERS.
MATERIAL SHALL MEET D.O.T. SAND
M.08.01.21
3/4" CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER
MATERIAL SHALL MEET THE D.O.T. M.01.01
FOR 3/4" STONE.
(BAGKFILL TO GENTERLINE OF PIPE IF
ADS N12 15 1,15ED)
STORM DRAIN TRENCH NOT TO SCALE PROPOSED GRADE
PAVEMENT SECTION OR
LAND
5GAPIN6 (5EE PLAN)
z_
A5 cV
NOTED
12" 12"
MIN MIN
ID + 2'.'
3' MINIMUM .
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12" ID 12rr
MIN MIN
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WARNING TAPE PER CONN. GENERAL
STATUTE SECTION 16-345, AS AMENDED,
12" MIN., 24" MAX ABOVE TOP OF PIPE
APPROVED BAGKFILL PLACED AND
COMPACTED IN 12" LAYERS
NO STONE LARGER THAN 6" (50 LB5)
GOMPAGTED 5AND FILL PLACED
AND COMPACTED IN 6" LAYERS.
MATERIAL SHALL MEET D.O.T. SAND
M.08.01.21
5/4" CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER
MATERIAL SHALL MEET THE D.O.T. M.01.01
FOR 5/4" STONE.
(BAGKFILL TO GENTERLINE OF PIPE IF
ADS N12 IS 1,15ED)
DETAIL OF INFIL 7RA TOR AND YARD DRAIN
NOT TO SCALE
NOTE- INFILTRATOR/YARD DRAIN SYSTEMS TO BE INSTALLED AT TIME OF PLACEMENT OF
TOPSOIL WI TH SEEDING DONE IMMEDIA TEL Y AFTER INSTALLA TION.
4" LIGHT TOPSOIL
IN DETEN770N BASIN
AND YARD DRAiN TOP TO BE COVERED
6" TOPSOIL WTH MIRAF7 FABRIC
IN LAWN AREAS AND SHALL REMAIN UN77L
BACKFILL AREA WTH DISTURBED AREAS ARE SEEDED AND
OV-S'TF MATERIAL GRASS IS ESTABLISHED
(DEPTH VARIES)
END PLATE
(PLACE AT BOTH ENDS,
6
12"
HIGH CAPACITY INRLTRATOR CHAMBER(S)
Q Q
(SEE DETAIL)
O a
� W
IT
8"0 PVC
75' PER CHAMBER - SEE PLAN
NUMBER OF CHAMBERS IN EACH AREA
IGH T R T�— 6' DEEP - 3/4' - 1 1/2' STONE COMPACTED
TIGH
ADAPTOR ON
COMPACTED STABLE SUB BASE
e oY STORM MANHOLE DETAIL —
T
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SPECIFICATIONS
STANDARD
INFILTRATOR'
HIGH CAPACRY
INFILTRATOR'
SIZE
3' x 6.25' x I
3' x 6.25' x i.33,
WEIGHT
26Ibs.
30Ibs.
STORAGE
10.3 tP (77 Vd.)
16.3 fN (122 gal.)
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. # (860) 289- 7055
FAX # (860) 289-7121
NOT TO SCALE
SOUTH WINDS❑R STANDARD
FRAME AND COVER (NOT WATERTIGHT)
ADJUST FRAME TO FIN.
WITH CONC. BRICK
(6" TO 12" MAX,) —\
--- 3' 0 "
STANDARD STEPS
(SEE MISCELLANE❑US
MANHOLE DETAIL)
`t
ALL J❑INTS TO BE
M
P❑INTED FLUSH AND
I
I.,J
FULL
�
F—
0
4'-0„
z
PRE CAST CONCRETE OR
w
CONCRETE MASONRY UNIT
CONCRETE OR BRICK
INVERT, 6„
FINISHED GRADE
A .•
♦
6" OF CRUSHED
STONE
6'-4" DIA,
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE
SHALL BE 2'-0".
2. WALL THICKNESS SHALL BE
SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES
OVER 10' HIGH IS 12" FOR CONCRETE
BLOCK UNITS. INSIDE DIMENSIONS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
���� OF CANN ''•..
'OAP .," M. AL
10'"- %9 -'-:
� p:* ft
No. 9344
� �0
L��P"4 /CENSe? ��
ONAL
rrrrrn�s�ii��a,.
0 pF COlVN .s
No. 9344
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
CIVIL ENGINEERS
W D60R, oDNN
WILSON M. ALFORD,JR.,P.E.B L.S
DATE:
DECEMBER
18, 2003
SCALE: 1
IN.
=
40
FT.
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10
P: M03101 D: M03101 WS FOLDER:MANNARINO FILE: MANNARINO
SS: NOTES -AA
NEVERS ROAD
DETENTION BASIN OUTLET NOT TO SCALE
NOTE- FRAME AND GRATE SHALL BE GALVANIZED
1/2' SMOOTH STEEL BARS
4"X8" OPENINGS
SPOT WELD @ EACH J❑INT
TOP
26'
AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH
MINIMUM 1/2"X3" STAINLESS STEEL BOLTS
-Type "C-L" Top
with Type "A" grate
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
6. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
10. TOP GRATE SHALL BE SECURED
TO FRAME.
EMERGENCY SPILL WAY DETAIL NOT TO SCALE
LOCATION, WIDTH AND LENGTH OF EMERGENCY SPILLWAY IS SHOWN ON THE PLAN
TOP OF BERM 3
1 SPILLWAY 4" OF TOPSOIL
7 TO BE SEEDED
IMPERVIOUS
MATERIAL 12" MODIFIED RIP -RAP
CONCRETE CUL VER T END
NOT TO SCALE
DIMENSIONS
DIA.
A
B
C
D
E
F
R-1
R-2
12'
4'
2'-0'
6'-0 3/8
6'-0 3/8
2'-0'
1'-7 15/16'
1'-0 1/4'
9'
15'
6'
2'-3'
3'-10'
6'-1'
2'-6'
2'-0 5/16'
1'-0 1/2'
11'
18'
9'
2'-3'
3'-10'
6'-1'
3'-0'
2'-S'
1'-31/2'
1'-0'
24'
9 1/2'
3'-7 1/2'
2'-6'
6'-1 1/2'
4'-0'
2'-9 3/16'1'-4
13/16
1'-2'
30'
1'-0'
4'-6'
1'-7 3/4'
6'-1 3/4'
S'-0'
3'-i'
1'-6 1/2'
1'-3'
36'
1'-3'
S'-3'
2'-10 3/4
8'-1 3/4'
6'-0'
3'-11 13/16'
2'-0 5/16
1'-8'
42'
1'-9'
S'-3'
2'-11'
8'-2'
6'-6'
4'-5 7/B'
2'-3 1/2'
1'-10'
48'
�'-0'
6'-0'
2'-2'
8'-2'
7'-0'
4'-B 1/2'
2'-4 1/2'
1'-10'
Y
X X
R-
R-2
R1j'
-6. F
Y
PLAN SECTI❑N Y-Y
D
C B
f1yg41v Atc r 1' E
DIA.+1. o
1 A
4 _
ht N.
POURED CONCRETE CUTOFF WALL
OR PRE CAST SLAB,
ANCHORED TO CULVERT END
END VIEW
SECTI❑N X-X
N❑TESI
J❑INTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIG❑T
AS REQUIRED TO CONFORM TO PIPE,
WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS,
STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED
MATERIAL OR 12" GRAVEL BASE,
FLARED END SECTION
NOT TO SCALE
AS MANUFACTURED BY ADS ADVANCE DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL
PE THREADED ROD
-W/WING NUTS (SEE NOTE)
ti
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RIP -RAP
:
2
�U
PLUNGE POOL
W
ti
+ + + + + + + + + + +
..................
+ + + + + + + + + + +
+ + + + + + + + + +
A- W --I_- A
COMPACTED PROCESSED
o
TOP VIEW AGGREGATE BASE
Q
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on
RIGHT SIDE VIEW
FRONT VIEW
PART N-0
A
B (MAX)
H
L
W
SIZE
1210-NP
12"
6.5"
loop
6.5"
25"
29"
300 mm
165 mm
254 mm
165 mm
635 mm
735 mm
1210-NP
159'
6.5"
loop
6.5"
25"
29"
375 mm
165 mm
254 mm
165 mm
635 mm
735 mm
1810-NP
18"
7.5"
15"
6.5"
32"
35"
450 mm
190 mm
380 mm
165 mm
812 mm
890 mm
2410-NP
24"
7.5"
18"
6.5"
36"
45"
600 mm
190 mm
450 mm
165 mm
900 mm
1140 mm
3012-NP
30"
10.5"
N/A
7.0"
53"
68"
750 mm
266 mm
178 mm
1345 mm
1725 mm
3612-NP
36"
10.5"
N/A
7.0"
53"
68"
900 mm
266 mm
178 mm
1345 mm
1725 mm
NOTE: PE THREADED ROD W/1PING NUTS PROVIDED FOR END
SECTIONS 12"-24". 30" & 36" END SECTIONS TO HE
WELDED TO PIPE PER MANUFACTURER'S RECOMMENDATIONS.
NOTE- ALL DIMENSIONS ARE NOMINAL.
TYPE "C" PATCH BASIN DOUBLE GRA TE TYPE Il
NOT TO SCALE
2'"
11 2' 10 3/8" 2' 10 3/8'"
11
12"
a,
SEE DIE
5' 10
/
"A"
3/4"
4"
Z
N
I 4"
8"
6' -6 1/2"
8"
7'-10 1/2»
FRONT ELEVATIO1
S4X9.5 S-
NOTE: USE C-L GRATE FOR A
TYPE C-L DOUBLE
GRATE BASIN.
2"
5
2 - 5/8" HOLES FOR
16
1, 8 9/16"
a
#4 BARS 7' - 4"
LONG
2- #4 BARS
Pam; CROSS-S
TOP OF FRAME APPLIES
3' -10" LONG
#3 STIRRUPS @ 9"
PRE CAST CONCRETE UNIT
3 - #4X4' - 0" LONG
�_
ADJUST FRAME
ELEVATION WITH
o
`O
CONC. BLOCKS OR
12"
Ln o
BRICKS, 6" TO 12"
ALL JOINTS TO BE
4" STEEL I -BEAM
POINTED FLUSH & FULL
Z
LONG
1o" 13/16" S4X9.5 3' LONG
Q
8»
(MASONRY
PRE CAST CONCRETE OR
UNITS)
/CONCRETE MASONRY UNITS
PRE CAST SUMP OR SLAB
(OR EQUAL) 3500 PSI
6" OF 3/4"
CRUSHED STONE
g
3'
8,
4' 4"
SIDE ELEVATION
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE
SHALL BE 2'-0".
2. WALL THICKNESS SHALL BE
SUFFICIENT TO MEET HS 20 LOADING.
21"Xi"
rrvrIvl _ �TYP.) 3. WALL THICKNESS FOR STRUCTURES
OVER 10' HIGH IS 12" FOR CONCRETEE
DETAIL „A„ BLOCK UNITS. INSIDE DIMENSIONS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH
INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE.
APPLICANT & CONTACT PERSON
MANNARINO BUILDERS, INC.
CIO FRANK MANNARINO
1169 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT
TEL. # (860) 289- 7055
FAX # (860) 289-7121
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No. 9344 ?
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TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
!Ii�iTTi
CAVIL EM INEERS
WND90H, CCNNECTKXJT
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WILSON M. ALFORD,JR.,P..& L.S.
DATE: JANUARY 5, 2004
SCALE: 1 IN. = 40 FT.
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P: M03101 D: M03101NT FOLDER: MANNARINO FILE: MANNARINO
WV
FLARED END
GV44 FL=177.23 11
\1
WV CB TF=183.32
FL, IIN&oUT=180.72 EXIST. 8"0 SAN. SEWER--------------------- \ PROPOSED \1
� FLARE END 25' WIDE STORM DRAINAGE EASEMENT \\
I 11 WOOD POND ROAD
NII CB TF=183.31 FZ=1�7.3 � \ � WIT! -I 10' WIDE N/F DOUGLAS JOHNSON, TRUSTEE \\
FL=180.e1 \ TEMPORARY CONS7RUC71ON EASEMENT (OPEN SPACE) \\
EXIST. 12" I m---------- \
- - - 11\
GATE VALVE ^-----____-------�--------------------- ---
OPEN LEFT I ��------- - ` ` 11 \ \ ' PROVIDE A MINIMUM OF 1 FOOT OF COVFR \\ EXIST. YARD DRAIN
\ ) OVER PROPOSED STORM DRAINAGE PIPE
EXIST. PROPOSED ,` 1 ` CD\ \1 TF= 189.4
1 z" PLUG
--- TF=184.24 --
J, FL, IN S=175. 04 20 ; WIDE SANITARY SEWER EASEMENT l \\ V \\ \\ _
FL, OUT N=172.49 WITH 10' WIDE \ DETENTION BASIN OUTLET -
I f L, IN E=173. 49 TEMPORARY CONS77?UC77ON EASEMENT 1 \ 7F= 180.9
\ EMERGENCY SPILLWAY \\ FL-177.87 (15 0 OPENING) o
EXIST. I ( , , \
WATER I ` \ TOP= 181.7 7\ \\ FL 8"0 COLLECTOR DRAIN = 176:3
METER
++
` + YD A YD B
2 -
+ + TF=187.5 -
c I CO o\ TF=184.5 '
FL=178.53
PROPOSED I 1 - - - - _ _ _ _ PROPOSED o \\ I i 185 3 Q
12"OJ
I STONE DRIVEWAY V DETENTION BASIN \\ [__:_- NAMBERs 188 188.1 `-
WA TER MAW I ro TOP=1822
I I1
0 y i TO BE USED AS A TEMPORARY
SILTATION BASIN DURING TEMPORARY U r87 189.0 G /9 .0
CONSTRUCTION OUTLET PIPE ^� i FF Ig3s 1g2 I
j1 a w ` z 178 --- ---- ---- - ----
187.5 Co 188.0 y
/ �i 19
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Z.o D F , 8 1g 3 _ N F TOWN OF SOUTH W/NDSOR
188. o y GF- a o AN, 4 oBS. 193.1 t° I (OPEN SPACE)
1 + o PROPQSED LOT W-------FD 188 N 19 S C, 1g /
I o o W I FL=l78.18 179 182 _-; - N GF= 190.0 2 FF- 19 3 ��1a 6
_ FF= 192.0 BF, 85 �84 ``� O
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I a I 41 SA MH 1 g3 o ° ° 186.0 a FD FL= 182.1 z FF= 192.7
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Z SAN 189.0 n FL= 182.8
Y j w I ti m 1 184.0 ca o �_182 4.0 184.0 - z FF- 191.0 o N FD
13y1 II u u 18 p-_ _c/ 132.3 s v E II I I - �' �\ IfAY c I
(3 I, 1 8"x6" ANCHOR TEE 183.5 q•0 188.3,, a BF FL_ 181.1 5 190.0 I 15 yY I m j 92.0 / o �' �'`s
0 I N W 6" GATE VALVE OPEN LEFT 18 N F� FD
o co ( ) _ r ii ' 0, v 188. I rn 1 a2�/ ��
LL L J I I HYDRANT GF- - FD 187.0 Z FF- 19 N 1 B ; I c6 ; N I / FO �/ ,%I �\ 18A 6' 194.1
186.3 GF= 1 �.6 a 1� , V- m / $�. v� 5 F\' 6
H I I u s n 9.0 �_ E 17 1
cn _ 18 BF= _ O.h I o I iI cn o N•
aw 9 I 1 - 188.3 �'0 17 �y FF= 180.3 FD Fh o
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SEL I I I' - 179.6 ¢� =17 BF�FL- 179.1 0 II 189.0 �' 190.0 la - a.8% -- r _l ---- ,'' / .k.o �j 12 gq•5
rn p D E 18 1 1Y n I ; 4 - I •"• " 190.2 i. L p� 1 k
N W _ FD FL= 178.4 F °' 1 h 11 189.0 1
w I I 2 ( FOOTING D cr _ - - o I •' •• '$ 9
REQUIRED
> 1 , RAIN PUMP � I 8" GATE VALVE '�
� ¢ -' "' ! , � E 18 O � 3 N � I -1'-• 189.4 - . OPEN LEFT / "� 5
� i 1 ----- ---- - ` ,' ^ � 19 1g8• f� j88.3 0 �- 4.8% 1 188.6 ---;-" -,�, 189.9 �cG'i 0 �' 1gk• � -CD
---- 16
193'
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188.8 /89 I p cn
7F=187.69 - 1a I 185, 0 a a% 8 185.8 8 "w 18� d SAN• 87N i3 187.8 188 1187.9CB
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_S'1' _ = °' WATER M CB 1 - -.- 189.E 1 •• �°' \ C \
196.5
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SAN. MH s S'
s = 8 �r�.r I 185 I =1(3f / 18 j85 189 192.3 8F l g8 Z
TF=190.77 I - I 184.3 CB S 187.2 1 - F- � I o u g 192.5 F1) F leg•8 I
190.3 ` >F 84.1 183.8 I � 1 ; 'a.a% _cam---'�� ' 1 N +' I I ' -0 2 \ .... / 4� 788 [Tl
FL, 1N&OUT= 179.62 I - - _ I I_ -•---- I m I 19 \ -� '
FL, IN E=179.77 I-- 0 6
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188 �% II, ° u 1 7 190.0 \ 1g5
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-n 1 188.. i,+ SAN.FL- o°I° 19 ' 3u
3 m I I f-'n'-------- 186.E I oo S `O 6S 195.5
o o I U II 141 188.0 I ; v, I I n i ^cn s.2% 187 n 1188. o SAN.FL= N FF_ 1 5 ra 1g5 10 79 a
m �` I 189.5 I C 188.0 I I i n 186.0 o to 188.5 179.E BF- 184.8 z?
W..0 1 185.5 v, GF- GF= 190.0 183.6 C G cg) 5 I I [-
r� I I .3 0 ` I G .\g0.5 FD FL= rr
O 187.5 FF= 192.0 �, F lgs 19�p� 1gtt.
z I89.5 I ( SAN.FL=17s.o 1186.0 1
a I 187.0 FF= 8
1V Jr 181 • 183.3 5,
SAN.FL= 178.0 4 w18 co pN.FI� 180.6 182.1 191.5 �Q B 1 > . �i 19 1 �'1
x h GF= 188.0AN 7.5 gF-
BF= F 9 0 '1 I
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i c N FF= 190.0 n a, S s G
188.9 2 BF= m ro GF_ 187.0 SAN.FL= 0 17a.5 FD FI p IMP 187.5 FD FL= 19i.5 FD F 7883
FF� 191.5 O 181.3 L. FF- w n 177.0 187.5 �+ G oR, IN 7g <� h F % \ 195'
189.0 GF= 186.0 6F- 194.5 ;
`F a FD FL= PUMP BF= 180.3 ro E FF= 188.0 N G ;FF- 189. 6 Foo1INREQu'i 190.0 78 j
II BF 182.8 FOOTING DRAIN PUMP -
U O FD FL= 131.6 REQUIRED FD FL= 179.1 BF= 179.3 185.5 z % 8F= 18 -13 188.5 190.0------
FOOTING
DRAIN FOOTING DRAIN PUMP FD FL= 178.1D FL- 17 YD E lJ �\ - - - 7y - -
1 REQ41 ED PUMP 186.5 184 0 184 REQUIRED FOOTING DRAIN PUMP G DRAIN pUM 188.5 �/ 189.5 TF=1 ss.1 s0 194.5 1 gh YD D 1g5
186.5 YL
189.5 184 O REQUIRED FoolI REQNIRES
� 188 .190
187.5 TYF=i86.0 O TF=193.2 - - - - - -
Z I 0 183 183.5 183.5 3 CHAMBERS 187-
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\ 183 j g6.0 j 186.9
94
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_ - - N/F ARTHUR D. AND BARBARA B. WILLIAMS
N/F BRON/SLAWAND TEKLIA HANCHUK I
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No. 9344
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No. 9344 ♦;
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT IN ACCORDANCE
WITH CLASS AS DEFINED
BY C.A.L.S.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
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THE
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i U77LI77'ES MAY N T BE SHOWN. PRIOR TOLCONSTRUCT/ CONSTRUCTION, CONTRACTOR HALL
0-To 1 0 2 0` ! 3 0 �4 0 S 0 6 0 7 D _ 8 0 9 0
-F -41 1 " CALL 1 800 9 2 4455 AND HAVE UTILITIES MAR ED ON THE GROUND. -+
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No. 9344 ?
'44 $/OF CONN•o�.
No. 9344
TO THE BEST OF MY
KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT IN ACCORDANCE
WITH CLASS AS DEFINED
BY C.A.L.S.
L.S. NO. 9344
NOT VALID WITHOUT A LIVE
SIGNATURE AND EMBOSSED SEAL
PAL I I
1 f-lWl FAk 2%lA/FFRQ
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Sheet
_ I
E LOCATIONS OF UNDERGROUND UTILITIES AREA PROXIMATE AND ALL --
77LIRE'S MAY NO r BE SHOWN. P.R.'OR TO CONSTRUCTION, CONTRACTOR SHALL
_ -- - 1 1 1 1-- - CALL i-800-92 -4455 AND 'iAVE UTILITIES MARKED ON THE GROUND.
0 0 I 110 2 D i 3 0 .1 4 0 0-TO 140 2 p I 3 p1 , —
P: M03101 D: M03101WS FOLDER: MANNARINO FILE: MANNARINO
SS: ROAD
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