HomeMy WebLinkAbout98-47P_PETER SANGERMANO CONSTRUCTION, INC. VILLAGE AT SOUTH WINDSOR ASSISTED LIVING_BUCKLAND ROAD74
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SPECIAL EXCEPTION * S1 E PLAN OF DEI ELOPMENT -* RESUBDIVISION
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Architects
Clesign.
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Ur'ofessionals, inc.
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AMES &
Civil Engineers -Planners -Surveyors - CIS
WHITAKER
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165 South Satellite Road
Wmkto b
06702
South Windsor, CT 06074
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(860) 291-8755 FAX (860) 291-8757 11 �c C:0 C) CS C5 45 GO 45-46 IP
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APPLICANT
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Peter Sangermano Construction, Inc. V,
IND PLANIMETRICS
207 Bank Street, 1 st Floor
\A/ k I r T n P, 7 n 9 In;
,j A
VY U I U I L.) U I Y
2�ir
IP (D 4� Landscape Architects- Development Consulting
TEL (203) 754-2775 Planning ra Zoning Consulting
SITE v�
PLANNING ENGINEERING DESIGN
FAX: (203) 754-271 5 136 Simsbury Road
130 %
Avon, CT 06001
4!"- (860) 677-5267 270 Amity Road
Fax- (860) 674-2693
U Woodbridge, CT 06525
(203) 397-3600 FAX (203) 397-3642
co
j-_
DE-A4/AIC GRANDVIEW
C)WNFR TC_ 0 0 A f- 17-
I L F\ F\ M L_
Village at South Windsor, L.P.
715 Putnam Pike SHEET INDEX
4.
Greenville, Rhode Island 02828
P AN
1 COVER SHEET
TEL (401) 949-5176
LIJ
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Uj Q� '! - -.7 2 KEY MAP (SITE PLAN)
7
FAX: (401) 949 —0940
C/� H1 VIR4 DSO, R. a .01—%, A A r.1% r-,, r— -%a i r-% r-% i % n a a, i X
T4
KtT MAF kNtZ�oUbU1V1to1UN)
4 RESUBDIVISION PLAN
41JI-7 5 PLOTPLAN
6 TOPOGRAPHIC PLANS
of tni
7 SOIL EROSION &
A
=7 SEDIMENTATION CONTROL
LOCATION PLAN 8-9 DETAIL SHEETS
THESE DRANIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC, AND HAVE 5EEN Ll SITE PLANTING PLANS
PREPARED SPEC, IFI rALLr' rOR THE OINNER/APPIL16ANT FOR 'HIS PROJECT THEY ARE NOT
To BE Lj5ED FOR AW OTHER PURPOSE OR 13"f' ANY OTHER PERSON OR, PERSONS NOR
QEPROVLk,ED IN ANY MANNER IoNITHOUT THE EXPRESS k�RITTEN PERM15SION C)r DESI&N Al —A4 ARCHITECTURAL ELEVATIONS
PROFE55IONAL5, INC. RE,-/�
THESE PLANS ARE INVALID UNLESS THE`e BEAR THE ORI61NAL 5I&NATURE AND IMPRE55ION 5EAd- PATF_J:� 5cptembcr 1, 111d4b
OF THE PROPE55IONAL ENC71NEER OR SURVEYOR
.q14FFT I
7: .7
7�
�7
k'
NOTES
THESE r,>RAYiIN(5S ARE THE PROPERTY OF DES16N PROFE55IONALS, INC', ANV HA\/E BEEN
PREPAREP 5PEr-IFIC-ALLY FOR THE O)e�'APPLIOANT FOR TH15 PRO-ECT. THE"r ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR By ANY OTHER PERSON OR PER —SONS NOR
REPRODUCED IN ANY MANNER NITHOUT THE EXPRESS NRITTEN PERM15SION OF PE516N
PROFE55IONAL5, IW—.
THESE PLANS ARE IWALIP UNLE55 THEY BEAR THE OR16INAL 5I5NA7`UI;ZE ANr,> IMPRESSION 5F—AL
OF THE PROFE551ONAL EN61NEER OR SURVEYOR.
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
REVISIONS
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
2
10-20-98
Add new rear parking lot.
MHA
1
9-15-98
ADD CURB CUTS
MHA
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THIE PROFESSIONAL EN"INEER/SURVEYOR.
iv n
nA TF
F)FI:�i"PIPTinN
RY
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-3008-1 THRU 20-3008-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - *STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
200 0 100 200 400
IN FEET
1 inch = 200 ft.
MA P
Lor
NIF ABUTTER LIST
52
4
185
SILAS DEANE HWY. WETHERSFIELD Cr, 06109 FARM BROOK SUBDIVISION
ASSOC. INC.
88
P. 0.
BOX 1013, SOUTH WINDSOR, CT 06074 DELNICKI, THOMAS A.
89
274
OAKLAND RD,
ODEL, LEMUEL WALTER W
90
P. 0.
BOX 290 DALLAS TX, 75221
MOBIL OIL CORPORA TION
91
440
DEMMING ST
PETERSEN, L OIS
9j
195
OAKLAND RD. BOX 453
JOHNSON, PAULINE G.
94
151
OAKLAND RD.
SIMLER, MILDRED S. LU & KENNETH
95
151
OAKLAND RD.
SIMLER, MILDRED
51
11
830
PLACITA DE LA COTINIA, GREEN VALLEY AZ, 85614 AHEARN, FRANK E.
12
1744
ELLINGTON RD.
KELLEY, RICHARD S.
26
101
OAKLAND RD.
MALYSZCZYCK1, MARIAN & TERESA
32
115
BE VERL Y RD. W, HARTFORD
CT, 06119 KATTEN, FRED S.
J4
419
BUCKLA ND RD.
CARMON & COMPANY
35
10
N. MAIN ST. PENTHOUSE W,
HARTFORD CT, 06107 SAMSEL, PROPERTIES
PARTNERSHIP
36
10
N. MAIN ST. PENTHOUSE W.
HARTFORD CT, 06107 SAMSEL PROPERTIES
PARTNERSHIP
39
10
At. MAIN ST. PENTHOUSE W.
HARTFORD CT, 06107 SAMSEL PROPERTIES
PARTNERSHIP
38
2
647
E. MIDDLE TPKf- MANCHESTER CT 06040 CALVARY CHURCH OF THE
ASSEMBLIES
5
1744
ELLINGTON RD.
RSK—KELLCO INC.
39
5
56
FEL T RD.
SULLIVAN, DENNIS J.
6
82
FE-L T RD.
BURRIL, ELIZABETH C.
31
20
SUMMI T DR.
CICERO, MARIO & ERIKA
J5
20
RIDGE RD.
JAMES, LLOYD E. & ALVENA T.
36
J6
RIDGE RD.
TOCE, JOSEPH A.
37
51
RIDGE RD.
MORRISON, GLENN C. & NANCY T.
J8
45
RIDGE RD.
DELA VERGNE, FRA NCIS E. JR. & GAIL M.
40
29
RIDGE RD.
KUCZUNSKI, EEWA & STANLEY
41
19
RIDGE RD.
TULLY, MARY A. & BRITTANN P.
42
9 RIDGE RD.
DA VIS, WIL L 1A M D. & A NNA MA E S.
46
3 12
DEMMING S T.
CARON, DA VID A.
48
37J
DEMMING ST
BURGESS, LA WRENCE W, & A NNE MA RIE
49
37J
DEMMING ST.
BURGESS, LA WRENCE W, & A NNE MA RIE
50
82
FELT RD.
BURRIL, ELIZABETH C.
51
82
FELT RD.
BURRIL, ELIZABETH C.
52
82
FEL T RD,
BURRIL, ELIZABETH C.
53
25
GRA ND VIEW TERRA CE
HEL DMA N, KA REN E
54
J5
GRA ND VIEW TERR.
OCONNOR, KAREN A.
55
39
GRANDVIEW TERR
CORSINI, BR YA IV M. & HEA THER
56
40
GRAND VIEW TERR.
BONANNO, LISA M.
57
J6
GRANDVIEW TERR.
FINNEGAN, CORINNE M.
58
28
GRA ND VIEW TERR
COLLIN, JOSEPH P. & SUSAN M.
Lot Area
Lot Width
Lot Depth
Lot Coverage
Impervious Coverage
Building Height
Building Size
Units
Front Yard
Rear Yard
Side Yard
Parking
SubdIvIslon of Zoning Data Block
ZONE: BUCKLAND ROAD GATEWAY DEVELOPMENT (GD)
USE: ASSISTED LIVING FACILITY (ALF)
REQUIRED/ALLOWED PROVIDED PARCEL IIA/2
3 acres 9.94 acres
200 ff. min. 234± ft.
N/A
N/A
50% max. (ALF)
3 Stories/45 feet
85,000 sq. feet
100
65 ft.
10 ff.
25 ff.
1/2 units or 50
* Maximum building height is 35' 11", Average
1 860-291-8755
,,Reswign
rof essionals, inc.
N Civil Engineers Planners - Surveyors - CIS
165 south satellite road south wi-idsor - connecticut 06074
1 '000± ff.
N.A.
28 %
2 Stories/285 399*
83,360± sq. feet
100
263.38 ft.
151.36 ff.
59.26 ft.
68 spaces plus
32 reserve spaces
height per zoning is
r(ABSTA-MAM
DESIGN: KMI I DRA WN.- MHA I CHECKED: P1?D
'10B No.: 98-IIIJ 1 DA TE.- 9- 1- 98
DRA WING NO.: D - /98 17 1,3KM- D WG
ZONE: AA-30 RESIDENTUAL (AA-30)
USE: RESIDENTIAL
REQUIRED/ALLOWED PROVIDED PARCEL 1
30,000 sq. ff. 14.2 acres
150' Pxisfina non-
150'
50 ft.
50 ft.
20 ft.
2 8 � 319.
If
conforming/96± ff.
1,300± ft.
50 ft.
50 ff.
20 ft.
Prepared For SHEET
Village at South WIndsor
Z j, Buckland Road j—
South wftndt COMMLecticut
W�6
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MONLAIENT
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102+10
8,31-
" "W'A
q
'U X
0
1 UNLESS OTHERWISE NOTED. EXISTING UTILITY
LOCA TIONS AS SHOWN, ARE BASED ON AVAILABLE
CD
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3
BY A LICENSED LAND SURVEYOR PRIOR TO
r
2
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO.
k-A W 74
4
7 All plans used in thofeid by the developer niust bear the stomp, and atithonzed
7arz,-rL eiPiSoaM -&&zdA,&t itignaturc of the Town of SouEb Windsor,
ISIO Mitt IV� VILHU1. - V-0,Tk W10,00". aii COHN W11
HILA cUlit 010'a— 2*' 8. WPCA approval is required.
'rho Operiations and Maintenance plan for the dewrition betsin and binfiltar area mum
be filed on the Land records on the final niltar.
October 19, 1998 10. Ehifter Aking The rxiitx—ay/Residrntiv.1 rAiric tioundaty mus! meet the width And
Standards of Rection 10 4
CER71FIED MATL
11. Traditional Hghting fixtures such as 'LUMEC traditional lifthe to be used on fn)nt
dnveways.
Black and white tinuispareitt mylars of Sheet 05 with the above modtficaLiona, together wrth
three. blurpnint copies of the emire se of plans must be submitted to this Commissicri
Peter Sangermanto Construction, Inc. %ithin 30 days to be stamped and signed. -he letten of approval ofthis Commission as
2(YI Bank Sbviet, I -Floor vA-LI as the Iriland Wetlands Agcncy/Conscryabon Commi6sion inuilti. be reproduced on thc
Waterbury. CT 06072 nlylars.
Dear Sir' Madium After the m%iars have been signed by the Commissicn, they will be returned to you for filing
it. the Office of the T1 own Clerk. After filing these plaas, a copy of the receipt must be
Re: A=' #96-47P. Village at South Windisor Site Plan submitted to the planning Department.
We am p!cmmA to adviacyou that the Plianning a; 7oning Commission voted on October 13. Very truly your%
1498 in approve wirh modifications the abovc refemwrri application for a Site Man of PIANNING ZONING COMMISSION
Development.
Thisapprolival is feir the construction of an Assisted Living Fa(-ility or. property Ir-cated cast Prank A. Caatrv, -Jr., CN-11rinan
side of Buckland Rd., 01) and AA 30 monrs as ii1imm an plans prepared by ')esign
Profrisionals, fric.,.Job No. 98 1113 dated Sephintiber 13. 19qg, as reviserl. This approval FAC/dIw
is sul�cct W, the fullowirix anadificadons: Attachment
1. Prior to commencement of any site work. a merting must be held with Town fiita.L'� cc; Town Engineer
Chief Building official
2. No building permit will he issued iinid the finai inylars have been riled in the Town Assessor
Clerk'a officc. l3uperintenderil of Pollution Contful
Fire Marsha!
3. This appl; ation is nzhiiect to the. cordnons of approval of the Iniand Wetlands Peter DeMallic, Dosign Inc. 1/'
,c
'MencylConservation Commission, including a bond in the amount of $ 10,(*().
4. Ali a& -built. plan tit required prior to isstiancr of * Cerrifi�atc of Orciipancv Pei, Secuon
& 1 10 of the Zoning RegutlAtious.
S. Footing drains are. mquired if the building halt, a 4it3crincm.
6. Lanil*,,,�tpe bond in the amount of $20,OW is required AL-ld must be submitted Prior to
filing of mylars.
PER MAP
-�172bzi�� oil of the
cool
Reference is made to the following maps:
A. "Map for Norman Petersen, Oakland Rood, South Windsor," scale 1" = 100 dated
February 1974, and prepared by William J. Carrington, Reg. L.S.
8. "Subdivision Plan prepared for Oakland Centre Associates, Oakland Road, South
Windsor, Connecticut," scale 1 " = 40 , , dated 311190 and revised 4123190, prepared
by Design Professionals, Inc., and filed in the South Windsor Land Records as Map
,f2096-A.
C. "Property of Peter Kormozw7, No. No. 432 Buckland Rd., South Windsor,
Connecticut," scale 1" = 40', dated Aug. 1970, prepared by W. M. Alford, Civil
Engineer and filed in the South Windsor Land Records as Map J565A.
D. "Map of the Property of Anton Simler o1r., South Windsor, Conn.," scale 1" = 40',
dated 615158, prepared by Primus & Welti, Engineers, and filed in the South Windsor
Land Records as Map �427B.
E. "Plot Plan, The New Calvary Church, Deming Street, South Windsor, Conn.,
Applicant: Calvary Church, 647 Middle Turnpike East, Manchester, Conn., Tel. 643-
016i, scale 1" = 40 , , dated O-IIZ-1110-7 and revised through prepared by Fus-s-
& ONeill, Consulting Engineers, sheets 4 & 8.
F. "Grandview Terrace Resubdivision/Phose //, Property of RSK-KELLC0, Inc.
Summit Drive, South Windsor, Connecticut," scale 1" = 40', dated June 14, 1994,
and revised to 03101196, prepared by Torres Engineering, Inc., and filed in the South
Windsor Land Records as Map #23Jl-B.
G. "Grandview Terrace Resubdivision, Deming St., & Felt Rd., South Windsor, CT"
scale 1" = 40 , , dated January 16, 1991 and revised to 10115191, prepared by Torres
Engineering, Inc. and filed in the South WIndsor Land Records as Map #2199-A.
H. "Town of South Windsor, Map Showing Land Acquired from Fronk E. Ahearn,
Trustee by The State of Connecticut, Buckland Road, " scale I" = 40" dated June
1991, prepared by L-C Associates, and filed in the South Windsor Land Records as
Mop #IJ648.
I. "Reconstruction of Bucklond Road, Asbuilt," scale 1" = 40', Project JIJ2-100, sheets
#55A & f58 of 140, dated 1991.
J. PROPERTY SURVEY OF LAND OWNED BY FRANK E. AHEARN, TRUSTEE AND JOHN DZEN_.._
& DONALD DZEN, BUCKLAND, OAKLAND, AND FELT ROADS, SOUTH WINDSOR, CONNEC-FICUI;
DATED 7-20-98; SCALE: 1"=100'; PROJECT 98-053 BY CONKLIN AND SOROKA, INC.
octoLer 19, 1 i9s
0
CGS
1140
Prier SAngermant) Construtlion. Inc:
207 Bank Street
Fir -it floor
Water but y, CT 0)6072
VU CBRTIFM KAIL
Dear Sir/Madairic
Re: Apol 09847P. Villatir at Souih Wind r aubdi3ilLpr
We am pleased to advise you t1lut the J"=[dng & Zoning Commission voted or
Octobrr 1.3, 1998 to approve wiLh modifications application #98 47P, SubdivisJon on
nine (9) acres to create one lot to be known Ai"VilloAc at 9nuth Windsor� on propet tv
located or. the can'. side of Muckland Rd fore lot north o! Denzang St.), GD and AA-30
zone% as Shown on plans prepared by Design Proficssiona.;s. Inc.. 98-1113 and revised
through September Ia. 1998. This approval t& subject to the following niodtforatians.
I . lbin apprivnil is for one lot
After inytars have been signed by the C(irnnizomon, lincy will toe mooned DD yoU for
2 nrienage and oonstrurtion for this subdivision at outoccl. to the approval of the
filing in the Off� of t1lir T Ckrk uy February 1. 19%. Aftr fitirg meNt, PLOns.
PF o(rhe mocipt inust be subiniul to the Plitimmg Delituiviont.
Tt-w Engineer
vrry
3. Quanuty 00tiCIAE&S MUCL be trubmiftrid to the Town lingineer (an the encloo-d
PIANNIM ZONING , COAOMMON
form) lbr the purpose of determining 3uhchvision banding, and all bonds ahaU be
posted prior to riling the plans
Frank A
4. A drainage asse&arrient fee in the arnuunt of $3C shall be subinitted U, ab4l
Commission,
PAC/di.
Enclosure
.5. No building perrialts wil: be issueduntil &I' modifications have been complied with,
and the final plans have been Mod in file Town Clerk's office.
?�.
Chwf Radding 011icial
Black and white irunsliarent mytars of Shbets *4 with the above rucidificationg,
Aasaiioi
with three blueprint copies of the entire act of plans tzincludiag architectural
ftpainteridant of Pollution Coistral
In A.— - l
ItIm. Months,
ektvisnonsfI must he vibrititted Counnastsic .--,..4 -A
I The letters of approval of ;.is Comm;s , as well s the Inland WC-fI4T1d4
Signed �n
151"Im Of
Peter DeMallie. Design Protessocial.. 1:..
Agencyleonscrvation Corruntsakin. must be reproduced on tl.v inylittli
REVISIONS
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-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 AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
10-27-98
Add Approyd Letters
MHA
10-20-98
Upgrode Survey
RA
9-24-98
S.W. COMMENTS
RA
9-15-98
S.W. COMMENTS
RA
DA TE
DESCRIP TION
8 y
, �k
GRAPHIC SCALE
100 0 50 100 200
IN FEET
1 inch = 100 ft.
Ad`1�4'&,,�'. 4.
ya
so Sol
i*0
N 42*14'34" W
61.78'
(60.94' DEED)
V0 369
I.P.
NOTES,
1 , ALL MONUMENTATION FOUND OR SET IIS DEPICTM 40111E,0.
2. HORIZONTAL DATUM IS BASED ON NAD '83
3. THE BOUNDARY OF PARCEL 1 & 1A, AS DEPICTED, IS TAKEN FRW
THE DEED DESCRIPTION, VOL. 190 pg 330 OF THE SOUTH
WINDSOR LAND RECORDS.
4. THE AREA OFPARCEL 1 610,439 sq. ft.
14.01 Ac,
PARCEL 1A 388,205 sq. ft.
8.91 Ac.
PAR. C E L —9 4A RnQ ft
se 1.12 Ac,
TOTAL PARCEL IA & 2 - 433,251 sq. ft.
= 9.94 Ac.
5. PARCEL 2 IS SUBJECT TO A RIGHT OF WAY AS PER VOL.
27 pg 178 OF THE SOUTH WINDSOR LAND RECORDS,
6. PARCEL 1 & 1A MAY BE SUBJECT TO CERTAIN WATER RIGHTS
AS PER VOL 27 page 500 OF THE SOUTH WNDSOR LAND
RECORDS.
7. EXISTING GARAGE ON PARCEL 2 IS NON —CONFORMING TO
REAR YARD BUILDING LINE.
8. FOR DETERMINING THE AREAS, THE BOUNDING LINES FOR
MAP REFERENCES C & D WERE USED AT THE OVERLAP
AREAS.
9. THE LINE DESIGNATED AS THE ORIGINAL LINE IS THE
BOUNDARY LINE OF THE RESUBDIVISION.
IW SUM" Am" - 50 ffil%wam, cr OSM62M
k
I.P.
win 30
01 - -S,
860 - 291 - 8755 1
talk
Lru Sy
&walti"
rof essionals, inc.
I
I Civil Engineers Planners - Surveyors - CIS
165 south satellite road south windsor - Connecticut 06074
DESIGN: RA I DRA WN. RA I CHECKED: RJA
JOB NO.: 98- 11 IJ DA 7F- 9-2- 98
DRA WNG AV.: 11 1,55itea
IV t"Sangerrawao iroamirts tion, Un
,IfT Bank Street
CT wm?
Do., madis..1i"t
kt tar t3rto*m I Itilill sfl�,clsl wrvIir.#6 the :mand Wetlandii AistemylCmaervaitsia,
coryintimin" "pillizoved app* 0% 47P, P*w 5anganninto Conamsciian, I"
C�rvmitjon lion approval kir the commuctooft of an itaosted living facility, including
bLalding. parldukt ac driv�ays, Sidewalks. gradingf.
utitit". landicapinit and erosion and Sedimentation controls to he knawn as *VIEW
ra South Windsorm ort pnifir-tir kiested tat the casixffir Side Of BUCIdiond Road atial
t,ort" of bemoitgStreiel. GD zaral. %Assessor'% Map 451 IS W, pairtill .13 & 921 "
ifir—ri *a ptitri, 1.rrmmd hy 0"ign P-11mvionati. far. Job No. #"- I I I.? and revised
!hiaugh "virber 28. 1W.118 '11iii. 4piNviiatl is WI*CL to the following condiouini,
I One bluep"n, rnpy of the entire art 4 Plans mnd -1his )titcr irprodwN.4 therem
naint be. Submitted to this Commission. This must he completed within 63 days of
app"al prior to stry mnsti�tion witinty on the site Plans stibinito:0 to Planning
Is 7oning C4,runiisionn shall be coaraderrd Kvinng met ihis -equirctrient
2 Ilite vPP;K.*Wn shall indcratury WA lwki harrittle" like Towin of t:kwth wiradiwir
�WAinst any Usbilitv. which inight result briat the Trapri" operation or usc
.3 The perrait !s valid lbr f.w �Kwv and shrJl cxpvv on Ocitiber 7. 2003. It to the
Andowner(s)/applictintist responsibility to fratit expiration clairs sod notify the
Cotornisition ot a renmal request at Is"t.65 days Virsof to orphration.
4 All 4slinivals requirimd musit be ot"tard mnd xubrnhwi prior to arr� ncti,ity on the
-Ate,
i A -orl.L&Lt pwittin *hall be Ideatified on the plans.
o. W. monianrind a band fit d,,. anioutit at $10.49V bc submiLled !olv 1`6iuung
Cwv%nuniiin to ousuft coisiplaarim with tht Lrovion find 3rdwriwtl*P
M"Plucs
T'ic V & M PI&I swilikirtrki a VU4,00 tu n�-Ww I-,- for 2ocnw.� weal-nds
Eniareirrient Olrx*r
6. frogn �� dr�� shotiki be clrireyod mte. % wrats for trrnp�.-Ay �dum,w
so it" taot�ns I'Kat'd On the SOUttletri &.if or the flive.
Tal, provir, of dAzt1mv SuAtcru" Je perforated
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WULAND$ A*&YCY,'
e;K"h A. warrr.n. rfoiaas�
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planamilt &Zorang cont'nisain:4
To-Tt Eafow,cir
UK
RESUBDIVISION MAP PREPARED FOR:
Village at South Windsor
To
Jouckland Road
South Win r Connecticut
1;��Cas
6270
SHEET
4 1/
4
t7 iix
A
IL
-4 �19
, jk
4
7.
`7
4:�
@W
'28061
� c
Cr
CUP
,25060
CONNECTICUT ---
DRAINAGE R.O.W.
MONUME�q
r-
1,N_14
01/
M
31
f72
__7
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
0
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
0 (A
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3* THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
MAP REFERENCE:
A. "Map for Nor -man Petersen, Oakland Road, South KrIndsors " scale 1 100', dated
February 1974, and prepared by William J. Carrington, Reg. L.S.
B. " Subdivision Plan prepared for Oakland Centre Associates, Oakland Rood, South
Windsor, Connecticut," scale 1" = 40', doted 311190 and revised 4123190, prepared
by Design Professionals. Inc., and riled in the South Windsor Land Records as Map
,#2096-A.
C "Property of Peter Kormazyn, Ho. No. 432 Buckland Rd., South Windsor,
Connecticut," scale 1 " = 40', dated Aug. 1970, prepared by W M. Alford, Civil
Engineer and riled in the South Windsor Land Records as Map #565A.
0. Mop of the Property of Anton Simler Jr., South Windsor, Conn.," scale 1" = 40' ,
dated 615158, prepared by Primus & Welti, Engineers, and filed in the South Windsor
Land Records as Mop #4278.
N YDISC \` — — — 7,36 a,,2,
104+50 N 7��
\N86*1 I'l 4"E
32.00' 1/2"
0.52' SOUTH
0.97 WEST
OF PROPERTY
CORNER
PG NIS
G
REVISIONS
E. " Plot Plan, The New Calvary Church, Deming Street, South Windsor, Conn.,
Applicant: Calvary Church, 647 Middle Turnpike East, Manchester, Conn., Tel. 643-
016J, " scale 1" = 40', doted 8121181 and revfsed through 611JI91, prepared by Fuss
& ONeill, Consulting Engineers, sheets 4 & 8.
F. "Grandview Terrace Resubdivision/Phose 11, Property of RSK-KELLCO, Inc.
Summit Drive, South Windsor, Connecticut, " scale 1" = 40 , dated June 14, 1994,
and revised to 03101196, prepared by Torres Engineering, Inc., and filed in the South
Windsor Land Records as Map #2331-8.
G. "Grandview Terrace Resubdivision, Deming St., & Felt Rd., South Windsor, CT
scale 1" = 40', doted Jonuary 16, 1991 and revised to 10115191, prepared by Torres
Engineering, Inc. and filed in the South Windsor Land Records as Mop #2199-A.
PROPERTY LINE
PER MAP REF C
"I"
LJ
r', UJ
Cq
0)
LLi
U-)
%
H. "Town of South Wndsor, Map Showing Land Acquired from Frank E. Aheam,
Trustee by The State of Connecticut, Bucklond Rood," scale 1" = 40s, doted June
1991, prepared by L-C Associates, and filed in the South Wndsor Land Records as
Mop flJ648.
"Reconstruction of Buckland Road, Asbuilt,' scale 1" = 40, Project #IJ2-100, sheets
#55A & #58 of 140, dated 1991.
PROPERTY SURVEY OF LAND OWNED BY FRANK E. AHEARN, TRUSTEE AND JOHN DZEN
& DONALD DZEN, BUCKLAND, OAKLAND, AND FELT ROADS, SOUTH WINDSOR, CONNECTICUT;
DATED 7-20-98; SCALE: 1"=1OO'; PROJECT 98-053 BY CONKLIN AND SOROKA, INC.
� 7�,? 0 Y. /C�. :_4[ 'J, - / �. PARKING
C.
rn 0
CD _25'
.05
4G N —/7;/-7
_7'
4-2 "W
C)N
fEq RRnWN":,�TnN
00
00
4�.
2-12" ADS DRAIN
PIPE
.81' SOUTH
0.29' WEST
OF CORNER
3
10-20-98
R"sed Parking
RA
2
9-24-98
S.W. Comments
RA
1
9-15-98
S.W. Comments
RA
NO.
DA TE
DESCRIPTION
BY
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-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 RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
12882
LIC. No.
_P NAP
re (y
I � PVZD I I I
COUR it
51400
STEP
4'.8' LLJ
0
ly ), Ira CVS. IR Cx'W
CC
Ld
LL_
" M_
L
10-)
LJ IQ0
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STEPS TO I
00
GRADE 0
LLJ
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z 1 0
0
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LJ z I I
LIJ
a_
in 0
_J
OtAc NN N'� LIJ
>
Ld
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0
0
;0
qel N1.
As�s 72 UPC12 3,30 , 5,9,
S ; 7 R -
byj, Of 6 *2R'l
A-3 Of co r-,/,/ e
C/
GRAPHIC SCALE
40 0 20 40 so
IN FEET
1 inch = 40 ft.
5.
PARCEL 2 IS SUBJECT TO A RIGHT OF WAY AS PER VOL.
NOTES:
27 pg 178 OF THE SOUTH WINDSOR LAND RECORDS.
1. ALL MONIUMENTATION FOUND OR SET IS DEPICTED HEREON
6.
PARCEL 1 & 1A MAY BE SUBJECT TO CERTAIN WATER RIGH
AS PER 'VOL 27 poge 500 OF -1HE SOUTH WINDSOR LAND
2. HORIZONTAL DATUM IS BASED ON NAD '83.
RECORDS.
3, THE BOUNDARY OF PARCEL 1 & 1A, AS DEPICTED, IS TAKEN FROM
7.
EXISTING GARAGE ON PARCEL 2 IS NON -CONFORMING TO
THE DEED DESCRIPTION, VOL. 190 pg 330 OF THE SOUTH
REAR YARD BUILDING LINE.
WINDSOR LAND RECORDS.
8,
FOR DETERMINING THE AREAS, THE BOUNDING LINESFOR
4, THE AREA OF PARCEL 1 610,439sq. ft.
MAP REFERENCES C & D WERE USED AT THE OVERLAP
= 14.01 Ac.
AREAS.
PARCEL 1A = 388,205 sq. ft.
9.
THE LINE DESIGNATED AS THE ORIGINAL LINE IS THE
= 8.91 Ac.
BOUNDARY LINE OF THE RESUBDIVISION.
PARCEL 2 48,809 sq. ft.
1 12 Ac.
a 860.291-87551 1
esign
rofessionals, Inc.
I Civil Engineers - Planners - Surveyors - CIS
165 south satellite road - south windsor - connecticut 06074
RESURVIEPPROPIERIL If SURVEW
PLOT PLAN
DEsl,GN: RA I DRAW. 1?A CHECKED: RJA
,/08 NO.: 98- 11 IJ I DA 7F.- 8- 19- 1998
DRA WNG NO.: 98111,3
41
�NB 9 613'5 9"W �21 6.
I TE
.7M�=IME I "W I
N84'15'41 OPW 65"55,
ME7
1 20 SIDE YARD
IAL IIINE
IOTE 1#9.
LLJ
z
0
0
<
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00 old
67c�
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. 9 /--;p )
SHEET
5
South Windsor Connecticut
�g
Al
V1
�:- ��,4w
W".
" 41, fi&i
IMPROVEMENT LOCATION MAP
Village at South Windsor
Buckland Road
alp
C�lp
�or
CLIP
voroo
CID.)
'� 7!E N
%tw..52-5*�
vas
L
STATE OF
CON N ECTI CU T
DRAINAGE R.O.W.
MAP REFERENCE:
A. . Mop for Norman Petersen, Oakland Road, South Windsor," scale I" = 100', dated
February 1974, and prepared by W11iom J. Carrington, Reg. L.S.
8. "Subdivision Plan prepared for Oakland Centre Associates, Oakland Road, South
Windsor, Connecticut," scale I" = 40', dated 311190 and revised 4123190, prepared
by Design Professionals, Inc., and riled in the South Windsor Land Records as Map
A#2096—A.
C. 'Property of Peter Kormoz)17, Ho. No. 4J2 Buckland Rd., South Windsor,
Connecticut," scale I" = 40', dated Aug. 1970, prepared by W Al. Alford, Civil
Engineer and filed in the South Windsor Land Records as Mop #565A.
D. 'Mop of the Property of Anton Simler Jr., South Windsor, Conn.," scale 1" = 40',
dated 615158, prepared by Primus & Welti, Engineers, and filed in the South Windsor
Land Records as Mop #4278.
CUT A TEMPORARY SWALE DURING CONSTRUCTION TO
1310-FILTER AREA UNTIL SITE ACCESS DRIVE IS PAVED 0
SND
MON MEN
0 M
N DISC
M
04+50
36'
IR I
A, 1i
CVP_
1. UNLESS OTHERWISE NOTED. EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
0-
1K1Cr10iAAnr4J Al I VVIC'nMil I IM MrC C " it r%
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
10.
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
2
9-
1
9-
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
41
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURWYOR.
NO.
D
0.52' SOUTH
0.97 WEST
OF PROPERTY
CORNER
RE\ASIONS
Revised Porking
&W. Comments
S.W. Comments
DESCRIPTION
E. "Plot Plan, 7he New Calvary Church, Deming Street, South Windsor, Conn.,
Applicant- Calvary Church, 647 Middle 7urnpike East, Manchester, Conn., Tel. 64J-
0163," scale 1' = 40', dated 8121181 and revised through 6113191, prepared by Fuss
& ONeill, Consulting Engineers, sheets 4 & 8.
F. "Grandview Terrace ResubdivisionlPhose 11, Property of RSK—KELLCO, Inc.
Summit Drive, South Krindsor, Connecticut, scale 1" = 40, dated June 14, 1994,
and revised to 03101196, prepared by Torres Engineering, Inc., and filed in the South
Wndsor Land Records as Map #2331—B.
G. "Grandview Terrace Resubdivision, Deming St., & Felt Rd., South Windsor, CT,"
scale I" = 40', doted January 16, 1991 and revised to 10115191, prepared by Torres
Engineering, Inc. and filed in the South Windsor Land Records as Mop f2199—A.
PROPERTY LINE
PER MAP REF C
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
tHE STATE OF CONNECTICU-1 AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON
RICHARD P. MARTEL
7V
—;.P !T,,, 7
0.
ZA'.
NMI
LEGEND
H. 'Town of South Windsor, Map Sl�owing Land Acquired from Frank E_ Ahearn,
Trustee by The State of Connecticut, Buckland Road, " scale 1" = 40', dated June
1991, prepared by L—C Associates, and filed in the South Windsor Land Records as
Map 11364B.
"Reconstruction of Bucklond Road, Asbu#t," scale 1" = 40', Proi6,ct #132-100, sheets
#55A & #58 of 140, doted 1991.
1. PROPERTY SURVEY OF LAND OWNED BY FRANK E. AHEARN, TRUSTEE AND JOHN DZEN
& DONALD DZEN. BUCKLAND, OAKLAND, AND FELT ROADS, SOUTH WINDSOR, CONNECTICUT;
DATED 7-20-98; SCALE: 1"=100'; PROJECT 98-053 BY CONKLIN AND SOROKA, INC.
PP 0
0 EXISTING IRON PIN
@) EXISTING P.K. NAIL
EXISTING MONUMENT
EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
0 PROPOSED DRAINAGE MANHOLE
EXISTING SANITARY MANHOLE AND PIPE
PROPOSED SANITIARY MANHOLE AND PIPE
EXISTING WATER MAIN
PROPOSED WATER MAIN AND FIRE HYDRANI
X102.5 PROPOSED SPOT GRADE
-52--- EXITING CONTOUR AND ELEVATION
C50— PROPOSED CONTOUR AND ELEVATION
ecs&0 - N 1. -t - � 11 1
WA-2A.0, vo A .5 1 /1 — ---I - - \ , r_-'1_1 11 7-t— %
J 20 SIDE YAf?D
CO
N 2
4 070% 51
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? - S/7 1 - - - - - - - - -
bll4eS Of 6 *28,10, —
Of
.00
5. PARCEL 2 IS SUBJECT TO A RIGHT OF WAY AS PER VOL.
NOTES: 27 pg 178 OF THE SOUTH WINDSOR LAND RECORDS.
1 , ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON 6. PARCEL 1 & 1A MAY BE SUBJECT TO CERTAIN WATER RIGH
AS PER VOL 27 page 500 OF THE SOUTH WINDSOR LAND
2. HORIZONTAL DATUM IS BASED ON NAD '83. RECORDS. 76-28, 0
3. THE BOUNDARY OF PARCEL 1 & IA, AS DEPICTED, IS TAKEN FROM 7. EXISTING GARAGE ON PARCEL 2 IS NON -CONFORMING TO 10. 9;71
THE DEED DESCRIPTION, VOL. 190 pq 330 OF THE SOUTH REAR YARD BUILDING LINE.
WINDSOR LAND RECORDS. 8. FOR DETERMINING THE AREAS, THE BOUNDING LINES FOR
4. THE AREA OF PARCEL 1 610,439sq. ft. MAP REFFERENCES C & D WERE USED AT IHE OVERLAP
= 14.01 Ac. AREAS.
PARCEL 1A = 388,205 sq. ft. 9. THE LINE DESIGNATED AS THE ORIGINAL LINE IS THE
= 8.91 Ac. BOUNDARY LINE OF THE RESUBDIVISION.
PARCEL 2 48,809 sq. ft.
1.12 Ac.
860 - 291 - 8755 14 P17 T
GRAPHIC SCALE
40 0 20 40 80
IN FM
I inch = 40 ft.
es n
rofessionals, inc.
I Civil Engineers - Planners - Surveyors - CIS
165 south sotellite rood - south windsor - Connecticut 06074
nz z)VJMVJr1)T
TOPOGRAPHIC PLAN
DEslm- RA I DRA WN: I?A I CHECKED: R,1A
,10B NO.: 98- 11 1J DA M- 8- 19- 1998
DRA WNG NO.: 98111 J
IMPROVEMENT LOCATION MAP
Villav at South Windsor
Buckland Road
South Windsor Connecticut
27'
4'm
LEGEND
0 EXISTING IRON PIN
0 EXISTING P.K. NAIL
0 EXISTING MONUMENT
= = =Qr- :: = EXISTING CATCH BASIN AND PIPE
—0— PROPOSED CATCH BASIN AND PIPE
0--- PROPOSED DRAINAGE MANHOLE
9 — EXISTING SANITARY MANHOLE AND PIPE
---<S— PROPOSED SANITIARY MANHOLE AND PIPE
w - - - EXISTING WATER MAIN
PROPOSED WATER MAIN AND FIRE HYDRANT
X102.5 IPROP(
,��ED SPOT GRADE
GA�E POST --- 52--- EXITING CONTOUR AND ELEVATION
CMD— PROPOSED CONTOUR AND ELEVATION
....... SILT FENCE\
r n CATCH BASIN PRO ECTION
ROPOSED RETAINING WA L J
x x X --------
cup MotA of
x
'28061 15* S N-12
Q� -� .4-
-';114� --- .. ...... I
RECREATIOWAREA - W-
50.000 -Vsq. ft. 25' S19E y�RD --T-V 0 5
Atim. - -
1.2 �/Ac.
Z' EXISTING WIRE .2
FENCE 1P j0tk
Q9
.�jw OF tK
LOQ
jAxlm 20 SIDE
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20
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Ld
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CUT A TEMPORARY SWALE DURING CONSTRUCTION T 64! LLk
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115. F. 1 q. to.
BIO-FILTER AREA UNTIL SITE ACCESS DRIVE IS PAVE
TH 3 4.0
elp b \j
.5%
(0
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CP "-A
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130
vpsl.
9XICtA / N1-
95.
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0
117.
10(9-
ROCK,WALL Ali.
ENTR ANCE ?4-� 16
Q;
PC8#z .-1,20.00 (IV k
%040 atw)
.65(s.)
.65(s.)
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- !7 yARD '278'sne" P 5.5
0 &
.0
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TEPS TO
09.4 PCs
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is 00.0 LJ Lxj-
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2 VL 0
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pv� 131.
OV '�0�9- 0 1 1 / I I i 1 4. A
IR )WUP LEADER
co
Itk
86- 1'14"W S %tA\j.'
STATE OF SONJ'46"E
3 D
CONNECTICUT 01?(2�&
'30.60,
DRAINAGE R.O.W. 0
.48'46"W /2 AA4 I I
v)
2(j.5
I v vo.%
—AiF
.00' '12
qE A1 670
- I I-%. , 413'!� - - - - - - - -
G PS IJA I
(P
ek .5 7401
;b
(0
86*11"1 4"E EsA — Enfield silt loam 0 3 % slopes Ali
EsB — Enfield
Silt loam 3 8 % slopes 30/' 0
MrB — Merrimac sandy loam 3 — 8 % slopes
C4 - ------
TsA — Tisbury silt loam
0 3 % slopes
(9Y77,61 ---------
yes of
Of e
CONTACT PERSON: "?Ow Of
FRANCIS A. CHAVES
AREA SUPERINTENDENT
(203) 754 2772
JIM SALVATORE
PROJECT MANAGER
(203) 755 2056
It I
y x 1. UNLESS OTHERWSE NOTED, EXISTING UTILITY REVISIONS 860-291-8755 SHEET
oil
I v I
A, LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE IMPROVEMENT LOCATION MAP
0 INFORMATION. ALL EXISTING UTILITIES SHOULD SEDIMENTATION AND
be GRAPHIC SCALE
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
0 40 0 20 40 so
�j I . I I esign EROSION CONTROL PLAN Village a t So u th Win dsor
U 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 IG-20-98 R"sed Porking RA
BY A LICENSED LAND SURVEYOR PRIOR TO 2 9-24-98 S.W. Comments RA ofessionals, Inc.
CONSTRUCTION. I I ( IN FEn &r DESIGN: RA DRA w- RA CHECKED: RJA Buckland Road
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9-15-98 S.W. Comments RA I inch 40 ft I
I rivill F-mwinAtura Plannowe - 'qtirvsunra - C.'I'q /0,9 NO.: 98-IIIJ InA M.- 8-1.9-1
L I IMPRESSION SEAL AND ORIGINAL SIGNATURE
S ir
NO, DA TE DESCRIPTION L3Y-� 165 south ate 'te road south windsor Connecticut 06074 WNG MO.: 98111J south Windwr Connecticut
3
11 11-w
"7777-777-.w77
F7,7,
7,
4 r, 7-17q4
7
7
n
GENERAL NOTES:
BARS 0 112"O.C.
PAVEMENT
0
0 0 0 0
5- THICK 4000 # CONCRETE SLAB
SEE PLAN FOR DIMENSIONS
0 0 0 0 0 0
0 0
0
DUMPSTER PAD DETAIL
NOT TO SCALE
9" THICK
PROCESSED STONE
COMPACTED SUBGRADE
LAWN
STREETS/
STREETS/
LAWN/
CROSS-COUNTRY
PAVED
AREAS PAVED AREAS
CROSS-COUNTRY
.09
SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL
10
-4
4- M, .
0
Approved granular non -organic bockffll
material and compacted In one
.�����Mln.
0�
T
12"
la
placed
-
12-
foot (max.) lifta.
'0 0 -
0
0 0 0
10.
Warning tape per Conn. General Statute
section 16-345, as amended, placed 12*
0.
Cr
0
(min.) to 24" (max.) above the top of
tho pipw
0
Bank Run Grovel fill
0
.0
Cl
Sand Blanket placed and compacted
0
_F_
in 6" layers. No tone
51/2".
larger than 1
12"
Material shall meet
-Pipe, as specified D.O.T. M.02.05
12"
1/2 O.D.
1'2 1
1/2 O.D.
PIPE
3/4' Broken Troprock
pip
PIPE
1/2 0,D.
3/4" Crushed stone bedding material
al
I
1/2 O.D.
PIPE
in rock excavation or as directed by
,y
PIPE
pip
<
the engineer. The material shall
meet D.O.T. M.01.01.21 for 3/4"
112
1
14
6" Min.
stone. Backfill to centerline of
6* Min.
T-11
pipe when using Polyeth�erie or
A.D.S. type
pipe.
- 12" 0
PI
12"
12' 0 12*
12" PI
TYPICAL SANITARY SEWER
TYPICAL STORM DRAIN
TRENCH SEC11ON
TRENCH
SECTION
NOT TO SCALE
NOT TO SCALE
A
Fc
in
L
4-4*
APPLICATION OF GRADE--,,,,
1'-7 3/8t-'
V) Lj
OM
w T
uj:�
%a
3i N -I
N
z
02,0
V5 t
6
ah
0 Lu
(n
<K -'-CLASS 'C' CONC.
z �r
uj OR PRECAST CONIC.
BLOCK 17
II S-O" CLASS 'C' GONG. 4'-0'
4'-4- 5'-4-
SECTION B-B -SECTION A -A
TYPE 'C' CATCH BASIN
(E'
NOTES;
1 . ALL EXTERICIR WALLS OF CATCH
BASIN VALL BE FACED, PAINTED
AND GROUTED NTH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WiERE
HEIGHT OF STRUCTURE EXCEEDS
a FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. N4ERE 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 . MAYL CORBEL TO BE 3'.
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMIT&
7. ADJUST FRAME ELEVATION
NTH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2'-0' OF
COVER OVER PIPE AT SELLS
9. PROVIDE 6' OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE
._&�_j 81-f-V-1 5/8"-
BRICK LEVELERS
- -T-1
13/8 5
C1_
uj
not to scale
1- 4'-8 -3/4" -1
_.T
Q0
T
3-5/8'
4" TOPSOIL AND SEED
0 0,
0 0 6- -0 0 0 FFILTEMI FABRIC
00 0 --�MIRAFI 140S OR EQUAL
- - - - - - - - - - ---- - (IF REQUIRED SEE PLANS)
WDTH OF GRAVEL DRIVE TO BE 8" ROLLED GRAVEL
AS SPECIFIED ON PLANS.
-GRAVEL DRIVE DETAIL
NOT TO SCALE
4 13/16�-
STANDARD PRECA
CONCRETE UNIT-
7 5/8
01�
8*1- 4'-0"
V-4-
SECTION A -A
BITUMINOUS CURB
Flow
Flared End
---------
Riprop
Pipe bedding A
......... ...
4" min. J
Filter Fabric
Processed gravel
RIPRAP INSTALLATION
NOT TO SCALE
:::R�ip:r, �p
z
FINISHED GRADE 10 13 16
5 V-8 3/8- 5"
4 13/16'
3" MIN-
-C
BRICK LEVE1ERS
"CLASS 'C' CONCRETE
OR PRECAST UNIT
SECTION B-13
NOTES.
1. ALL EXTERIOR WALLS OF CATCH
BASIN WLL BE FACED, PAINTED
AND GROUTED NTH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WERE
A
A HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
o
3. IN SANDY SOILS APPLY DAMP-
R
P OOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WiERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
T14E UNIT SHALL BE AT LEAST
8* BELOW THE BOTTOM OF THE
I- -
4- -1
PIPE OUTLET FROM THE CATCH
BASIN
M
6. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
-
AN VIEW PERMITTED . MAX. CORBEL TO BE 3
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJLIST FRAME ELEVATION
NTH BRICKS 6" TO 12"
& PROVIDE MINIMUM 2'-G' OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6- OF 3/4' TRAPROCK
UNDER EACH STRUCTURE AT BASE.
TYPE 'C-L' CATCH BASIN
not to scale
(ADE
5' THICK GONG. DUMPSTER PAD-�
(SEE PLANS FOR DIMENSIONS)
_DUMPSTER ENCLOSURE DETAIL
N.T.S.
(A x
X;
I UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
M
P
_4 -1
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTIUTIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A IJCENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
1
9-24-98
S.W. Comments
RA
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DA TE
DESCRIPTION
BY
4,
14
AIR
CLASS 'C' CONCRETE
OR PRECAST UNIT
NOTE:
RIPRAP
DIMENSION
SIZE
$A'
MODIFIED
1,51,
INTERMEDIATE
24"
STANDARD
36
SECTION A -A
1/2' SMOOTH STEEL BARS
4'XB' OPENINGS
SPOT WELD @EACH
JOINT
FLOW
Type 'C-L" top and grat
3/16,
- - 6A
- 46 3Ar Ir-0 13/16,
13/16' 13/16�
-31 3/4'- T \11,10
PRECAST
CONCRETE UNIT-__��
OUTLET
8' ORIFICE
MODIFIED RIP RAP PAD -
Class "A
Concret"
_aL
FRONT
SID
"��C_IRCULAR
�FAST�ENER To BE �SPOT WELDED �AS DE�PICTED
S�
AND LAG BOLTED INTO FRONT OF STRUCTURE WITH
MINIMUM 1/2'X3' STAINLESS STEEL BOLTS
/-Type "C-L" Top
with Typ* "A" grat*
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAJN70
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIOM IN CATCH BASIN VMERE
HEIGHT OF STRUCTURE EXCEEDS
a FEET.
3. IN SANDY SO4LS APPLY DAMP-
2W PROOFING ON ALL FOUR WALLS.
4 ' RED BRICK NOT TO BE USED.
5. VMME PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
36-
6' BELOW THE BOTTOM OF THE
PIPE OUYLU FROM THE CATCH
TOP
BASN.
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
NTH BRICKS 6* TO 12'
PROVIDE MIMMUM 2'-0* OF
COVER OVER PIPE AT BEI I
9. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
POND OUTLET STRUCTURE
NOT TO SCALE
DETAIL OF TEMPORARY SILTRATION BASIN OUTLET
NOT TO SCALE
STANDARD M.H.
FRAME AND COVER
ADJUST TO GRADE WITH
MAX. OF FOUR COURSES
OF CONC. BRICK
3'-O"D
A-3'-O-D
-0 Lij
Z
C
0
C)
c
c 16"TYP
16iTYP
PRECAST REINFORCED
CONCRETE MANHOLE
C
_\1 t - -
ECCENTRIC CONE
-
, (ri
bi �Lj
5"-
ALUM.
V) Q�
C� <
>
--"/-STEP
REINFORCED CONCRETE
- - - -
- - MANHOLE SECTIONS WITH
Q� V)
Lj LLJ
"0 RING" JOINTS
V) Fh
<
I>
1
Lij
- (n
:;_�; .
1,4'-n" nIAA REINFORCED CONCRETE
C) <
00
1\
- ---
/A MANHOLE BASE
1
'.t z
5i
d4
FLOW
QO
Ic
1
NCRETE OR BRICK
MORTAR INVERT
6" 3/4" CRUSHED STONE FOUNDATION
SECTION
B-B
REINFORCED PRECAST CONCRETE MANHOLE
not to scale
SEEDING SCHEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED ON LANDSCAPE PLAN. CONDITION SOIL NTH FERTILIZER APPLIED AT
A RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
T6 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SO. FT.
14*XlO' FORGED ALUMINUM
SAFETY RUNG MANHOLE
TEMPORARY VEGETATIVE COVER
STEPS 16"O.C. TOP STEP
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
TO BE 4" BELOW FRAME
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
WET MEADOW MIX
WET MEADOW MIX TO INCLUDE MEADOW FESCUE, SWITCHGRASS, JOE PYE WEED, BONESET, IRONWEED,
BLUE VERVAIN, AND MEADOWSWEET.
PLANTED BIO-FILTER
AREAS DESIGNATED FOR PLANTED BIO-FILTER ARE TO INCLUDE CATTAILS, CARDINAL FLOWER,
BULRUSH, BUR -REED, AND BLUE FLAG iRIS.
OPERATIONS AND MAINTENANCE:
THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTA11ON
AND STORMWATER SYSTII CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE
PRECIPITATION EVENT Of? EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO
MAINTAIN THE SITE IN A STABLE CONDITION.
TEMPORARY MEASURES:
1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS, AND AFTER AN INTENSE STORM
OCCURANCE- THE MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED.
2. THE ANTI -TRACKING APRON IS TO BE INSPECTED TWICE WEEKLY. STONE IS TO BE SUPPLEMENTED OR REPLACED AS
NEEDED TO ENSURE EFFECTIVE PERFORMANCE.
3. THE ENTRANCE DRIVE AND BUCKLAND ROAD ARE TO BE KEPT UNDER CLOSE SUPERVISION AND SWEPT AS NEEDED
OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR IF SEDIMENT IS DEPOSITED ON BUCKLAND ROAD FROM THIS SITE.
PERMANENT MEASURES:
1. CATCH BASIN SUMPS, YARD DRAINS, THE SEDIMENTATION CHAMBERS, RIP RAP PADS, AND THE POND OUTLET STRUCTURE ARE TO BE
INSPECTED AND CLEANED AS NEEDED QUARTERLY DURING THE FIRST FULL YEAR OF OPERATION FOLLOWING THE COMPLETION OF CONSTRUCTION.
2. THE CATCH BASINS, YARD DRAINS, RIP RAP, SEDIMENTATION CHAMBERS, AND POND OUTLET ARE TO BE INSPECTED AND CLEANED OF DEBRIS
IF NEEDED, FOLLOWING A STORM EVENT NTH AN INTENSITY EQUAL TO OR GREATER THAN 1" PER HOUR.
3. AFTER THE FIRST FULL YEAR OF OPERATION, ONCE SITE STABILIZATION IS WELL ESTABLISHED, THE CATCH BASINS, YARD
DRAINS, SEDIMENTATION STRUCTURES. RIP RAP, AND POND OUTLET ARE TO BE CLEANED IN THE SPRING FOLLOWING
THE SWEEPING OF PARKING LOT AND ROAD SANDS
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR THE METROPOLITAN DISTRICT
STANDARDS AND SPECIFICATIONS.
2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT SUMPS.
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE
DESIGN ENGINEER.
5. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET.
6 ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
7. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE
CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. 'STANDARD SPECIFICATIONS FOR
ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814% OR MOST CURRENT ISSUE. PERTINENT
CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE
OF CONNECTICUT. DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS.
8. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL, "CLEAN FILL' MEANS
UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT,
PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL
TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCT10N WASTE
MATERIALS OR DEBRIS, COMBUST18LE OR NOT COMBUSTIBLE, INCLUDING CONCRETE. ASPHALT, PAVING MATERIALS.
OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES. LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES,
TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES,
COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI-
SOLIDS OR LIQUIDS.
9. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED, AND CHIPS, SHALL BE REMOVED FROM SITE. NOT BURIED
10. ENSTING U71UTIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE
CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE
EXCAVATING, CONTACT 'CALL BEFORE YOU DIG* AT 1-800-922-4455.
11. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH
CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SUCKLAND ROAD YMFRE NECESSARY To
EROSION CONTROL:
PREVENT DUST BUILD UP.
NARRATIVE:
THE PROPOSED PROJECT IS AN ELDERLY ASSISTED LIVING FACILITY LOCATED ON THE EASTSIDE OF BUCKLAND ROAD
JUST NORTH OF DEMING STREET. THE SITE SOILS CONSIST OF ENFIELD SILT LOAM, MERRIMAC SANDY LOAM, AND A
SMALL POCKET OF THE TISBURY SILT LOAM.
THE SITE DRAINAGE WILL BE CONTROLLED BY A SYSTEM OF STRUCTURES AND PIPE TO COLLECT BOTH
SURFACE AND SUB -SURFACE FLOW. THE COLLECTED WATERS WILL THEN BE ROUTED THROUGH A BIO-FILTRATION AREA
FOR STORMWATER QUALITY RENOVATION. THE 810-FILTER AREA WILL THEN FLOW. BY MEANS OF A SPILLWAY.
TO THE POND LOCATED AT THE NORTHWEST CORNER OF THE SITE. THE POND IS DESIGNED M ATTENUATE FLOWS FOR
-D
THE Z 10, 25, 50, AND 100 YEAR STORM EVENTS TO PRE EVELOPMENT LEVELS. THE DISCHARGE FROM THE POND WILL
THEN BE ROUTED THROUGH A CLOSED SYSTEM TO THE EXISTING 42* R.C.P. IN BUCKLAND ROAD LEADING TO FARM BROOK.
A TEMPORARY EARTHEN BERM IS TO BE CONSTRUCTED ALONG THE TOE OF THE POND FILL SLOPE ALONG THE NORTHSIDE
OF THE POND AS DEPICTED ON SHEET 7. THE BERM IS TO STAY IN PLACE UNTIL THE POND AREA IS COMPLETELY STABILIZED.
LM UZil UIN U U IN I M k-) L IN U I t- 3:
1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION.
2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING 'TWO 2" X 2" X 36"
3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED.
4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTAT10N OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL
TOM AGENCY.
5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED
TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXiSnNGROADS
AS REQUIRED.
6. EROS40N AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION,
WHEREVER POSSIBLE.
7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED NTH HAY MULCH
ON TOP OF PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY 1HE PROJECT ENGINEER OR THE PROPER LOCAL TOM AGENT.
9� HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT NTH THE GROUND.
10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
11. IF SITE CONSTRUCTION PROGRESSES DURING WINTER MONTHS, AND BUILDING FOUNDATION IS NOT INSTALLED,
THE AREA AROUND THE BUILDING LOCATION IS TO BE PROTECTED BY SILT FENCE, OR OTHER MEASURES,
AS REQUIRED AS DIRECTED BY THE ENGINEER AND THE TOWN.
CONSTRUCTION SEQUENCE:
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OVINER'S REPRESENTATIVES SHALL HAVE A PRE- CONSTRUCTION
MEETING NTH THE SOUTH WINDSOR TOYM STAFF.
2. INSTALL THE ANTI -TRACKING APRON AS DEPICTED AT BUCKLAND ROAD.
3. INSTALL THE SILT FENCE ALONG THE SITE PERIMETERS AS DEPICTED ON THE PLANS
4. INSTALL EARTHEN BERM ALONG THE NORTH AND WEST SIDES OF IHE POND AS DEPICTW.
5. STRIP AND STOCKPILE 7OPS04L IN THE STOCKPILE AREAS AS DESIGNATED. THE STOCKPILE IS TO BE PROTECTED BY
SILT FENCE AND SEEDED WTH TEMPORARY VEGETATIVE COVER AS SPECIFIED IN THE SEEDING SCHEDULE.
6. BEGIN. CON STRUCTION OF THE POND. 810-FlLTRATION AREA. AND ALL STRUCTURES AND PIPING ASSOCIATED VATH PCB21. 23, 24, THE POND OUTLET STRUCTURE,
PDMH2, PDMH3, AND THE TEMPORARY DICHARGE STRUCTURE. ALL DISTURBED AREAS ASSOCIATED WITH THE POND CONSTRUCTION ARE TO BE L AMF , SEEDED AND
PROTECTED WTH HAY MULCH IMMEDIATELY TO PROMOTE QUICK STABILIZATION. _O__D
7. BEGIN THE OVERALL STE CUTS/FILLS FOR THE BUILDING AND PARKING LOTS INSTALLING EROSION CONTROLS AS WORK PROGRESSES.
8. THE SANITARY SEVER SERVICE IS TO BE INSTALLED FROM BUCKLAND ROAD TO PSMH5.
9. THE SITE DRAMAGE SYSTEM IS M BE INSTALLED AS GRADES ARE BROUGHT M APPROXIMATE FINAL ROUGH GRADE. RETAINING WALLS TO BE BUILT AT THIS IMF-
10. THE BUILDING CONSTRUCTION IS TO BEGIN WHEN THE AREA AROUND THE BUILDING IS BROUGHT TO ROUGH GRADE.
11. WHEN ROUGH GRADING IS COMPLETE, THE REMAINDER OF THE SITE UTIUTIES ARE TO BE INSTALLED.
12. THE ACCESS ROADWAY AND PARKING AREAS ARE TO BE BROUGHT TO PROPER SUBGRADE.
13. INSTALL BASE. BINDER, CURB, AND WALKS FOR THE SITE.
14. INSTALL FINISH COURSE OF PAVEMENT, LOAM, SEED, LANDSCAPING, SIGNAGE, PAVEMENT MARKINGS, AND REMAINING SITE APPLIRTENENCES.
15. THE TEMPORARY POND DISCHARGE STRUCTURE IS TO BE REMOVED AFTER GRASS BEGINS TO GROW AND WATER DISCHARGING TO THE 910-FILTRATION AREA
IS CLEAR OF SILTS AM SEDIMENTS.
16. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL SITE STABILIZATION IS COMPLETE TO THE SA71SFAC71ON OF THE ENGINEER AND THE TOWN.
17� AFTER THE SITE IS DEEMED STABLE, THE TEMPORARY EARTHEN BERM IS TO BE GRADED OFF ALONG `D-IE TOE OF THE POND SLOPE, SEEDED WITH THE PERMANENT
VEGETATIVE COVER, AND PROTECTED WTH HAY MULCH IMMEDIATELY TO PROMOTE QUICK STABILIZATION. SILT FENCE IS TO REMAIN IN PLACE AT THIS LOCATION
UNTIL THE GRADED SLOPE IS STABILIZED.
ANTICIPATED START OF CONSTRUCTION: NOV.1, 1995
ANTICIPATED END OF CONSTRUCTION: NOV.. 1, 1999
POND DEWATERING:
A TOTAL CUT OF 10 FEET IS PROPOSED AT THE POND CONSTRUCTION AREA. THE FOLLOWING IS INTENDED AS A GUIDE TO CONTROL
AND CONVEY GROUNDWATER IF ENCOUNTERED DURING POND CONSTRUCTION.
THE DRAINAGE STRUCTURES AND PIPE FROM BUCKLAND ROAD TO THE POND ARE TO BE CONSTRUCTED AS THE FIRST STEP IN THE
ON THE PLANS CONNECTING TO PDMH3.
THE POND CONSTRUCTION IS TO BEGIN AT THE NORTHEAST CORNER OF THE POND AND PROGRESS TO THE SOUTHWEST TOWARD
THE TEMPORARY DISCHARGE STRUCTURE IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION, A PUMP AND STONE PROTECTION
AROUND THE SUCTION LINE ARE TO BE PLACED IN THE EXCAVATION AND WATER IS TO BE PUMPED TO THE TEMPORARY DISCHARGE
STRUCTURE.
IF DISCOLORATION OF THE WATER DURING EXCAVAT10N OCCURS DUE TO SUSPENSION OF FINE PARTICLES, THE USE OF ARTIFICIAL
FLOCULENT AGENTS WILL BE REQUIRED TO HELP PROMOTE AND ENSURE WATER CLARITY.
860-291-8755
GRAPHIC SCALE
nQ TAULS
40 0 20 40 80
t I I I
esign
AC I 1 .00. 1
IN FEET
DEslw- RA
DRA Plft RA
CHECKED.- R,1A
LO F %j
-
1 inch 40 ft.
I Civil Engineers - Planners - Surveyors CIS
/08 No.: 98- 11 Ij
DA TE' 8- 19- 1998
DRA WAtG NO.: 9811IJ
165 south satellite road south windsor Connecticut 0 6074
-e�
04k
11'. h L
�A
At
Village at South Windsor
Buckland clad
ticut
South Windsor Connec
1im,
SHEET
(01
777'
774
z
R)
6" CT D.O.T. 2" STONE TO BE PLACED
OVER FILTER FABRIC MATERIAL
SEE SEDIMENT AND EROSION
SHEET FOR PAVEMENT WIDTHS
EDGE OF PAVEMENT
THRU STREET
ANTI —TRACKING APRON
not to "a
ON
nLTER FAVOC
SUPOINA0E F-A XC
0111 7OP
NOTE-- REMOVE C8
0
GRATE. PLACE FILTER FABRIC
REPLACE GRATE TAKING CARE
fNOT TO DAMAGE FILTER FABRIC
ANCHOR W/STONE OR EARTH PILE.
rATrH RAqIN r.PATP'
SE&�C�'T)�46�' 66� i��O L
not to soc"
1. The lower surface of the cover and the corresponding upper
surfoc of the frame sholl be machine finished to provide a
smoot0h flat contact of fit, without any tendency for the cover
to rock or rattle.
SANITARY MANHOLE
Hola
'00
U U_ UU UU V U
0
0 1�1' 0
0
El 0 0
STORM MANHOLE
ALTERNATE
I
231W DkL
2- 1-D&L
Holes
f %..)u Un 0.1-0
11.50' r- —Z12V5'
0. 3W
r
12r
1 i�
'I
1 51
[—
I Ki
1.125,
d ['
EARTH Oft
S1OME ANCHOR
I
rL.
1.
r
0.875' I I
P"
d"
Ir
LZI. IS' DkL
0.75*
0.75'
1.5ir
T__1
Ion
',25- T
L
fff
_T
0.56-
11-0.75
O.W" 3.6875"
6'
36* Dla
1.5T�
_
1.94"—I�
17' Dia.
SILINKIRADE
48* Dia.
SECTION B-6
SECTION A -A
CAST IRON FRAME
CAST
IRON COVER
Not To Scale
Not To Scolo
121
1. SET POSTS AND
2. STAPLE THE SILT
CLEAN BANK RUN GRAVEL
ANQ1 POST$
S' LIPILOPE
7
EXCAVATE A 8')W TRENCH
FENCING TO THE
IF OR S TABILM
POST UPSLOPE FROM POST& SILT
FENCING
END Or THE POST
AND SELF-
MEANINIQ
MIFAF1 140S FILTER FABRIC
95,
OR APPROVED EQUIVALENT
F 12* MIN.
4" 0 PERFORATED CORRUG)
DRAIN GUARD TUBING OR
T
APPROVED EQUIVALENT
3/4- S1
I ATTACH FILTER FABRIC TO
4. BACKFILL THE
I IA LL
FLTER
THE WOODEN POSTS AND EXTEND
AND
TRENCH AND COMPACT
� �:
FABRIC
IT INTO THE TRENCH
E CnAVA
THE EXCAVATED SOIL.
COMPACTED
JACID
11ACKFILL
CONSTRUCTION OF SYNTHETIC FILTER
BARRIER
NOTES:
1. Baffle construction to be of cost material with thru holes above outlet
flo"fine. or mortared cement block* with weep, holes above outlet flowlins.
2. See standard details for catch book from* & grate, manhole frome
cover. mis,_ manhole dotals. and twIcall trench section.
3. Aluminum steps sholl be Installed at 12' vertical Intervals from 12* (max)
below top of frame elevation to 12' (max) above inside bottom elevation
at each access point.
4. Structure, shall meet H-20 loading criteria.
PLAN VIEW
STD. TYPE *C" C.B.
4" 1 Boom (9.5#/ft) - ADJUST TO GRADE WITH MAX
FRAME AND COVER
U 3 OF TWO COURSE OF BRICK
2'-7- CUREB LINE
STD. M.H. FRAME
AND COVER 3 DO
10" MIN L 2'-8 3/4"
T_ 1 2'-1 5/8-
1'- 1 O't LLJ
2' -13/81��/__,�, _j
D COVER
�O r'"'A
��Tl UZ�QF7��'CK
�O
L
MIN 2 8 3/
2
,/1 DIAM. BUTYL >
RUBBER SEAL
OR EQUIV.
2
W
HEIGHT OF BAFFLE ALUM
EVEN "TW rI r%C- 10 17 .- I —
W
OUTLE'4'P�I�E
z
L
-0" D J
1
9'-0" 7'-01 1
-SECTION A -A SECTION 13-13
SEDIMENTATION STRUCTURE
nts
1. UNLESS OTHERWISE NOTED, EXIS71NG UTIUTY
rn 4%
LOCATIONS AS SHOWN, ARE BASED ON AVAILA13LE
INFORMATION. ALL EXISTING UTIUTIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3, THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
REVISIONS
2
10-20-1998
S.W. Comments
RA
1
9-24-98
S.W. COMMENTS
RA
NO.
DA TE
DESCRIPTION
By
1Z
TOPSOIL AND SEED
)TES
AVERAGE TOTAL DEPTH TO
BE 5 FT.
LOCATE CENTERLINE OF DRAIN
15' FROM CENTERLINE OF
ROADWAY.
LOCATION OF UNDERDRAIN
SEGMENTS ARE AS SHOWN
ON THE PLAN -PROFILE SHEET.
2'-0-
UNDERDRAIN
not to scale
SEC 'TON X-X
18' INTERMEDIATE RIP RAP
2
2
0 FILTER FABRIC
------ o" (MIRAF! 14ON 0 A F I
6' GRAVEL
PIPE
DIAM.
A
B
C
0
E
F
G
H
WT RIP -RAP
IN TONS
15"
10'
7'
1- 1 /2'
1
1
4-1/2'
1-1/2'
3'
6
18"
12'
a
2'
5'
2'
4'
8
21'
13'
9'
2-1/2'
1-1 /2'
1'
7'
2-1/2'
4-1/2'
12
17'
10'
2-1/2'
11- 1 /2'
1'
-
8'
2-1/2'
5-1/2'
15
ENERGY DISSIPATOR DETAIL
nts
8" INLE
GREASE TRAP
NOT TO SCALE
1500 GALLON CAPACITY
PER PLAN
INT. CURB
2* Ditu"nOLIS concrete class I
binder course (compacted)
6" Processed stone
Troprock bass (compacted)
6* Min. processed gravel
subbase over prepared subgrado (compacted)
TYPICAL ROADWAY HALF -SECTION
NOT TO SCALE
V
uj
z
T5
V5
Lj
a
"TLET
FFLE
12"
TOP OF WALL EL.
SEE PLAN
/ <jSURCHARGE
2'
Ln
z
2" DIAM. WEEP HOLES
AT 4 FT. O.C. SPACING
BOTTOM OF WALL EL.
SEE PLAN
61 3- MIN. #3 BARS 0 12' O.C.
-1 ICOVER
03 0 12' O.C.
ONE C.F. OF CRUSHED STONE
AT EACH WEEP HOLE
MIN. LAP OF WRT. BARS 12"
NOTES
I. VERTICAL CONTROL JOINTS TO BE PROVIDED AT A MINIMUM INTERVAL
OF 25 FT.
2" MIN.
2- A 2' X 3" KEYWAY TO BE PROVIDED BETWEEN THE TOP OF THE
FOOTING AND THE BOTTOM OF WALL
3. CONCRETE TO BE 'CLASS A' AS DEFINED BY FORM 813 OF THE
1
STATE OF CONNEC71CUT DEPARTMENT OF TRANSPORTA7 ON.
#3 BARS 0 18' D.C.
TYPTrAT. WAT.T. qWrTTON
1. 1— _�_ a
NOT TO SCALE
v
C4 CAST IRON HANDLE
8.5"
10"
85-
er
0
B .5'
6.5"
CATCH BASIN TRAP
not to scale
Gross strip reserved for
Match Exist. Ground
Hydrants, poles, etc 4" Topsoil
EXPOSED HEIGHT OF BACK OF
WALL ABOVE SLOPE TO BE:
7" FOR SLOPES OF 1-1/2:1
AND 4.1
9" FOR SLOPE 2:1
L
I
A� /V
------------
Z:
FLOW LINE--,
CLASS 'A' CONCRETE
C)
Cu
WALL AT FOOT OF SLOPE FRONT ELEVATION
ALL EDGES OF EXPOSED SURFACES TO
BE CHAMFERED APPROXIMATELY 1.
DIMENSIONS AND QUANITIES FOR ONE
END WALL BASED ON S-D+2*
D
I S
I H
I L
I j�
VOL.
INS.
IFASIFT&INS.IFT&WSIINS/FTIFT&DMKU.YD.
—
8*
il'-8"15'-0*16'-6-'12-1/2-it-011TI
1.83
24"
2.72
VOLUME BASED ON 'D' AND WALL THICKNESS AT It
OF PIPE HAS KEN DEDUCTED.
STANDARD ENDWALL
------- ---
TYPICAL SIDEWALK SECTION
860-291- 8755
SHEET
GRAPHIC SCAI-E
40 0 20 40 80 ORDIETALS
esign Village at South Windsor
IN FUT DMGN.' 1?A TM
rofessionals, Inc IDRA wv. RA CHEMED.- R,1A iDuckland 'A%oad
1 inch 40 ft. " No.: 98-IIIJ
I Civil Engineers - Planners - Surveyors - Cl; IDA 7E-. 8- 19- 1998
165 south satellite road south windsor Connecticut 06074 DRAWNG IVO.: 9811IJ South WhAwr Comnecticut
A A4
N,
4�' 7
4
r `7 IT, �X
J
N;
V.-
Lawn
Seeding
1 AN me" disturbed by vonwmdion nol otherwislapaved or planted shell be seeded crt the following ratL-s
A, For *66dhg batiasain May I at and August 151h:
Lawn seed. 8 9W1000 &F.
Creeptrig red fescue
35 parts;
Che**Vs rod fescue
20 parts
Kentucky 31 tall fescue
20 parts
Dorneek rye wa-
26 parts
ll I at so" any O&W *M of year
umn
Cases" laid 1
35 Parts
Ckw*W tod fto"
20 pals
Kainlucky 31 tall fescus
15 parts
On oo Mistiness
20 Parts
Roluo bfingresis
10 Pafft
2. All arew to be Needled **I be limed and ferdliz*d
as follows
GmursdWriestone 1001ba/1000S.F
COMMWCIS)f*MU70r 201bil/10008F.
Nivolflen 10%.
phosphoric add 15%
potash 4%
*At least 50% of 1he niltrogen shall be from organic
swices
3, SOdiding shall Occur Upon completion Ofphwdft and oonstructionio maita, the time of yen- rhecontraaormy
be required to re-saled-until the laniln Is adahimhod
144-"Im. "Vipir
V 4C tvKLAr vwpto�ei
��/* e-v s6b,%_L_
T1,
f.14Mpa?" ewc
VF1%Mk
FAIX OF -�ro ~,I
WXt-,j' I -l-N.Mul
Z AIM
" C4V Lxrl�-_
�_,T�Mf_n -ra
vil-witke5ry A,- we
Alto W FV-
:Ad::
V-ft-�,!5
Tree Planting
va,�Cf,,,
V.I. -.j:o,6n- F,nAa io be Luntec by Thornos OgHng
Sq6m LwAom Seneu
lil--tng cwfg- I (pai-topl
ri AVOW
Color ftxtu,edbkack1wmaW.po*dsr-coA
&yAlilie
_60L
Formpow L41SG-PCC
ISO VAIR hV Pl*&Wft 006KJM
SGoo*sdWWijuUwN.ti.rVor$GFMfor*Wdlhrow
Ins"' on Plait:
',K,
Jr --�_rovycA-
pleco Fo.j(ypoft. LAOS_9GpCC
Car% cr-,ta 100waftwPlessuresco-um
$0 *Ptics. distabutior In
;ZZLI
Provide housw sku shice
pole
15'and IV pot" Shall be LOTW Sty4l. R00-TSCi
T
Color. textured bla" oowdef-coat
F i emvv_ vo,.+ 64.
%vouv�4&4 %�\
Site Lighting Pole
e.n gk IL
04141bWALD
..................
Gr-OWK 54W Air ftlfli"CP
Svfl� LAM1111. --�
r4p4mHolp 0AAC0_ wp%%.
NWINA.0W
op" Vosb Nb&,L4-
&I it 2.4 V %a *
CW%wv 044.t.0
Tree Guyin
;9.:�Y41_ESS OTHERWSE NOTED, EXIS11NG UTILITY
%ac,A-nONS AS SHOM, ARE BASED ON AVAILABLE
WGIRMATION. ALL EXISTING u-nLITIES SHOULD
EdE9PIELD VERIFIED PRIOR TO CONSTRUCTION.
2'6LL U11LIlIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
PRESSION SEAL AND ORIGINAL SIGNATURE
%_THE PROFESSIONAL ENGiNEER/SURVEYOR.
�U0\K-IRS
\1410 Q)v jll�.711
Wko
OUP4-40 ax V*KjV_0FkX0
VV*640wo.w- 10VAIMMLIk-
r ftlierix %*qM0WrtP
19h.w WWUC zal.Aaf
C4~.r 4 VA-4rom 4044.
WOT
Sl
T
V)
0
b
ETEr- ro
'0 1 L-,
Shrub Planting
PROPERTY LINE
PER MAP REF C S
1-Z
of
ob
IV
C,
of %3
_0C
Pow""
L-wov,
E\jr v.:r_
50 lu'lln
C,4
0 V
3 V) GV_ S' 0
9r- ;I IV
QIR LL4 -
IV
P01-
oi SIGN ROCK WALL
ENTRANCE N84-04 17 7 7'.
=M
PE
JfJL
'eam - - ---. - I
W-0, 0..� �E_
79
VO 1/7'42))
cc)
C\4
.10
3 T__
(�5 2-12" ADS DRAIN
Planting Notes
1 Tho contractor sh @4 provide a "nirrlurn of 6! screened topsoil to all proposed lawn areas.
2. AN ores* diaturbod by construction shstl be seeded with seed mix (see 'Lawn Sooding'be�*.
3. There shall be no substitution* of plant material without prior approval of the landscape archl". The landoctipe, architect shall
approve the placirmilint of all plant material before Installation. The contractor shail give at least 48 hours notice to the
I"Kape, archite ct of the expected date of Installation.
4. Pis nling of Irses and 3hkibe; shall be as follows:
Soi I rWx WWI be carstiNy worked around bell.
Soak the s(A mix lbelow and around bottom of balL When We Is half full of soil mix, soak ego! n.
Fill hot* completely with "I mix and soak again
5. Soil preparation olf pemnitial bodli shall be at foilovws�
The contractor shaill remove twigs and rools. and stores over 2' i n di ameter and shall incorporate compmed manure to a
depth of at least 1 �2'.
Bulb planning press "I be tr"W with 'Su1b BoosW (or equal) per manufacturer's Instructions.
Perennials and bu.0 shall be mulched with 2' of finaly shredded pipe bark mulch,
PROPOSEI) RETAINING WA
N85-18'483'W
Zqil -- ----- IWO
--- ------------
1%
*A.L
Typ:
1,0 eol�
-a
aPIX
I V. SMM
g.g sq
Y1.
law
A
PIPE e2o
?s Py
6.96 Fps
79.'31'16"vv \ffiuD IF * Ii)(
ME (0)\N
�AV
"\-'D r 1-w - - -
mf_P�00\,N tA\Y,
�.k- --A,10-oo
W
Plant List
Symbol
Boun" Nwne
Comff= Nune
sue
QtmMy
CammenU
AF
Abies fraW
Raw Pt
8% IV ht.
24
5"
AS
Acer swdiarum
SugAr Maple
4%4 th" cal
12
us
AC
Amelaunchler carmaderdis
Swblow
Ir-14'hC
3
Ka, mulli-swrn specow
5P
Beft" paipyrioera
P"m Birch
12% 14' ht. ht.
6
a"
BW
buxus rolcmphyda 'Winter Gem'
*%Mfftr Gem' Boxwood
I W-24^ six.
30
Cam.
C4
Cerdellphygurn japorilicurn
Kaftura Tree
6-.6 1 zi-cal.
I
a" &Podmoo
CAE
Gomus aft 'eleaanfisdma'
Varlegated Dogwood
3*.4*ht.
so
cont.
CK
Corma kousa
Koulm Dogwood
2 I/z'- 3' cal.
I I
I&B. meedied Vedmilift
Cr
Qftneaster &*ulatus
Cranberry Cotoneaster
18'-24'*W.
42
cont,
LAC
Euonymuz alatus'compactus'
Compact burnk% Bush
Z4--30- spr.
136
com.
FS
ravz PYN"ca
Ewopw ked
4"-4 W cN.
I 111
0". spedmaw h4p,
brancNoX
FP
fraixinus. pennsyWartica. 'Newport'
Newpon' Green Ash
3%3 W' cal.
I I
III&III
liv
Hamamellis vItVnI&n4
Commm Witch Havel
3'-4'ht.
38
ow.
HIN
HoGta'North Hills'
'North HIM' Hosts
5 pt.
12S
coft
HA
Hydrangea arborescens'Annatilefle'
'Ant It' NOWp&
3
12
am,
HQ
Hydrangea quercillolla
onmed Hydrans"
:Aw ht.
22
Cam.
Im
Itex x meserveae INue Princess'
lNue Princess' Hully
30'-36" ht.
%
OW
Hex x mesermeft *Blue Prince'
'Blue Prince' HoMy
3W-36' spr.
3
com.
IV
flex verticillata'Spatkleberry'
'SpvkW)etry'WInteroeny
301- 56, ht.
146
OwIlt.
IVAM)
Hex vertIcIllata (male pollinator)
MAW pollinstoT
I8%Z4*ht-
4
OW.
LS
Liquicimbar styraciflus
sweet Gum
4*4 Ifi* cal.
8
BLB
MH
Malus hupehensis
Tea Crabapple
3"-3 th' cal.
2
54,111. matched spedmens
NS
Naicissus *King Alfred'
'King Affred'Daffodh
1550
bufts
I
"Is
lilnusstrobus
Easterri White Pine
V-101 ht,
91
SLO
Iff
Potendlia ftudcou
Potentilla
24"-30" spr.
200
4XW.
PC
Plontederla cordata
Pickerel PAM
r pot
Soo
cont.
Q9
QXtercus rubrum
Northern Red Oak
4"-4 %* W.
3
us
SAT
Saft alba 7thkil:
Golden Weepft WIllow
S'4 %Q cal.
3
AU of WW.
SV
ScIrpus validus
Soft -stem Bulitush
2. pot
3W
Cam.
TA
Typha angustillbilis
Narfow-leaved Cattail
r pot
300
Cot*
Viburntun p1catum 'Sham'
Shasita Vibutnurn
30'-36" ht,
ISO
cont.
T;
I � � NOW-
25' SIDE YARD
p%
H
W
do
-
-all
In
all
I
a
40m�
ilrip
to
A
lomwAmord
I
1=00'
qto
w-4-ells
gi
,
no
am
Asses
I'm
lipl
i
am
as
in
I
am -
ON
. . . . . . . . . .
. . . . . . . . . . . . . . . .
S ,;�-F'c . . . . . . . . . . . . . . . . . .
. . . . . . . .. .. . . . . . . . .
1 .11 f Y--\ - N - �� __
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .. z � . . . F? . . . . . . . . . . . ... . .. . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
0,0 0
AK . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
6 *28
77,
8
P11F
GRAPHIC SCALE
40 20 40 so
PLANIMETRICS
LAMBCAPE PLAN
0
Landscapel Architocts - Developralent Consulting
_79RA
IN FEET
Planning 6 Zoning Consulting
DESIGN: RA WN: MIYA I CHECKED: RA
1
10-20-98
Add lights on bock drive, Rev. plont location
MHA
I inch 40 ft.
im sh"bu" Road 411 Avon, CT 06001
98-1113 DA 7,-' 9-3-98
NO.
in
DA TE
DESCRIPTION
13Y
Pbona ("011 S77-52N67 6 Fax: 060) i74203
DRA WNG NO.: D.- \,/08 9811 IJ I I IJL Pre V. dw(
TV ;7 1�_ A3 4k ;4�1
-4�7,LL, -�s J_
PREPAREDFOR
Village a t So u th Win dsor
TIM
Duckland Road
Ll
4