HomeMy WebLinkAbout98-51P_PROPOSED PHASES 1 AND 2 OF TOWN SHOPPING CENTER_ELLINGTON ROAD'�2Fb. W411"31.1 q '�o
r
R C ZONING DATA
ITEM
MIN. OR MAX.
REQUIRED
PROPOSED
MIN.
LOT AREA
30, 000 SF
17.77
A c.
MIN.
LOT WIDTH
150 FT.
1 50 FT.
246
75C
FT.
FT.
MIN. LOT DEPTH
MAX.
STORIES
3
2
MAX.
HEIGHT
45 FT.
40
FT.
MAX
LOT COVERAGE
250/0
14.9
%
MIN.
FRONT YARD
6 5 FT.
68 t
FT.
MIN.
REAR YARD
25 FT.
55t
F T.
MIN.
SIDE YARD
1 0 FT.
141
FT.
MIN.
PARKING SPACE
569
5/a
*
REDUCTION OF PARKING SPACES REQUESTED UNDER SEC 13.+1
-38,540 SF- OrFAC—c- SC:,14CE Ca 4.5 //000 -S-4- 7-3
7S,1,25 SFRE-TAIL. SPACE'dw 11200-S.-c- =37&
2,500 SC- SAAIKIAIG SPACE-& 112wsr = /0
E-^fRLOYEE.5 6�STY4ATE-D) = 10�
710TAL ':>Al?H1AlG S7AZLS i
710TAL f-'At?HIA149 S7-ALLS PROVIDED .5
-.SUMMERVILLE
4TOTAL PARKIN(:> WA LZ> yl .. . -r A. I N/F
a
-5ummewwL.1-
A SSIS TED
I- I vlVG
A 1-..
t
'-` 16,
rok5 ..' �14 i
IT�
PROPOSED RCI 8
BUILDIA10 1
PHASE 2 c:
L
0
E� E�]
E L LING TON ROA D ........ . R T-E
RICHARD
S.
I
KELLY
060 1
DETENT.
BASIN
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co'/ 0 CID
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6$�v /,V
KEY MAP
SCALE: I" z 2.W
/777
SOC Y OR
0 SAV S
N/F
SNET CO.
N/F SAMSEL PROP
PARTNERSHIP
C/O DAVID
MAHONEY
N/F SAMSEL PROPERTIES PARTNERSHIP
C/O DAVID MAHONY INC-
CD Oy-
LL
X
G
TOWN HAJ
(R7C6)j
PROPOSED
BUII-DIAIG
P p
HA GE
,B411LDIAW
,l0HASE-,R
—7—
zl -30
CAA
'41
5 f SOUTH WINIX011
@F'% DEP7.
SITE DEVELOPMENT PLANS
PROPOSED
-HAS----S---l-----AND 2 OF
EXIS ING
TOWN S H -OPPING CENTER
P71 I lKlrmTOKI DnAn Cn-11rU %AllKlnCnD
"""lll%JlWll INWI'miLmooll %JWUlll vvlllu%Jwl%
CONNECTICUT
DECEMBER
REVISED
REVISED
REVISED
1986
7- Z 1 -85
9-11-98
11 -20-38
DEVELOPED BY RICHARD S, KELLEY
1750 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074, PHONE 644-8761
SITE DEVELOPMENT PLANS BY
FUSS&K)INEILL
c0rlF"tw'-g er-qweers
MANCHESTER, CONNECTICUT
(860)646-2469
INDEX TO DRAWINGS
GkIRYEYS I S e d MWI—
PLOT PLANS SD 2-3
TOPOGRAPHIC PLANS S D 4 - 5
PROFR-E-
LANDSCAPE PLANS S D 7 - 8
CONSERVATION PLANS SD9-10
DETAI LS SD 11 - I?-
-ic"RIAIFFIG G'w-Q%WN:FR9l=
eY 15-FOPr-CH A5506/A7,9 n,
a Qv
J.
ago a
1011AL So.,
it
i
85-"9A
7'Hof-f 4 S / M 'V/r
.tZ E �, /,>, 4
A,f4 7�y
AS& �, R A(ZFI
OAD ASSOC
8 4,./Os J�p
'E�R 7 RA A it-, fy
., WL-)
N/F
JOHN S. SAMSEL Jr. ET. AL.
, Wt�
July 11, 1988
PLr._Rich..d S. Kelley pq
R-SK KZLL4CO, In .
1744 Elli.4t- Xoad
S_ th Wirdaor, CT 06074
re I Appl. #06-36P - Town Shopping C�t*r
Site Plan modification. - Road. 6. Wuilding.
C.Otlamomi
We am pleased to notify you that the Plamsiq saw zoaimq
Commissice voted at its Jume 24, 1104 �ixq to mpp� Use
c"Kionawl applicatim for sitm plam modificatione to latentmal
roads &ad kwildisq% i-a -Ordawoe with Drmwim" 01 tbxoqk SO-12
dated 12/IS/46, 1-t —i..d 4/22/80, pmpsmd by Two. .A
O'Neill, Pm"C-t 110. 65-4M, -d witk tbe followl"
I Prior to F—cessmat of asty sit* work, a ametiml mast be
beld with Twest Staff.
2. .111 tb. fimal yl.m
ie"tiew Votes Clark, . Of f Los.
3. Vftis appusmalam A. 0.6)—t to the me""ame at afv�l
at the ImAftssff "Ptladd. - 0 ) tC�.X-IA- COMMI"NOLOR.
4. ft ANO-Owilt pLak is No"I"'We pri-C ts Loosdow's at &
Coort.Lfics," at 3 V Per ONCItIA10 4-13.14 09 t1N& 2404Aq
sees .
S. All pLeas abed is the fialA by the doemlapar meet bear t1ho
&%asq sod assa—imed N,iqe*Xwrs C thm, ?%wee at smath
6. Immennew Nowkieng madies at tb. a—mmy driw Late tAws book
bm"066041 -
Kr.gick.rd S. K 11.1 - 2- " I'SA
7. �_bomdi, :he amount of $100,000 will be r�,q,1jyirl.d1't. assure
..t-r tion. .1 p-j-, th-9. - -te to 6-ki-id
OMW ead thro"k Weldr- site (S-1) to Clark and/or
Dessinq street.
1. All original approval conditions listed in lett 0!
affrowal dated Jw" 16, lQ87 *hall rema I n in full f. an,i
effect except for the deletion of speed bump requi—jit.
Olack ead white tra"Fwrent mylars of Cover Sheet, SD2, and il�3
.it& tba elbows modifications, toq*th*r with thr� blueprint
ospies of t1se eatire sart of plan.. must be bmitt*d to this
CamoLOOLL to be stamped and siqmed. The letters of approval of
th" Cmso&L"Lea, " wall as U Inland wetlands Agencyl
OmmeervestLem Commission, must be reproducad on the mylars.
After tbw oylam Mwe been signad tyy th* Commission, they will be
rotarmad " yow for filing is th- Office of th* Town Clerk within
" do". Af te" fLlkmq tbase plam,s, a copy of the receipt must be
submitted to the Plassaimq Dwpart�t.
Very trwly 700m,
low
PA,mww r. Nei awell, Jr.
C'"'Mess
Iff. OmmoLLck, Strectmer of Pblic Works
r. Shbow, Mort. of ftllwtioat Cesetrol
J. 40wIlLms, CINiAmf 9.1.14i-q OfficiAl
Vtaem
Sala" Wetlands Agmscy/commerwatiam Cam"asies
PW ftla
&we&. tompLONswor
Avv&L--t
N/F
RICHARD S. KELLY
N
ease. Comm a",-
jaa/%�
asm, M. "or F<IECIEIVII�u
4 "le,
Z FUSS a 0`001ILL. ar_
ty"
4k OWNS am standams 0.0
Sawa "Beftes. of emm
Dow Or. #Aoom" NU lows Ow"Oft emose
sew ft. Gotber.
ft a" name 0. &W sumats" ed obe so-* Ob-does, SOON" 004"mos ftMMo 6. SONOMA NN.. A., IM.S, ass"N"os -ams jess, W. no?
N sol"mod "04"NON40ft --d
,fiw IN Now ON, VeOger" befteaed 94 Ofte SSA&Ms.. a. am. "as at ft--*— Owe Imad "em
0;, som� a Sam
on" ftlo
M.- .2 Vbe" 0 "IN 0. .0.0 ON& .9 OLUMNION --t. se- aso `S_
--aZa lwri-m as ".Isad No 06M volpses, Semesses. ma. ON." "A. -&A."
VMS.. %w es dhe *mom~
NSA. papom No, be voll4t a. Mesa no" to SONOMA as om"=Xs�
4. qft '"M 0, SON" "us saw so"" V4040" &-"4
soff4pw" .016 som eanopomem OoNadto fer "a 0. gop..0 ... SNANS jo. Neme 4. 11."W OWN S..Add" 00- AN dhe
NO= So
ONO ft "We soombsoMme fte req a* " May
so Amp ammummoob&M- 90 affiftasift mom NO P—M" Omm� esses"Nes'
=,,MMN� NOOK ft possm" .0 NOD am oftfods 64POL. Oft"
SNO, on abse, loo� ses, as" on"� ftwo a am oftens.
a 40 Mom ON ames. %"oft 00.0100 SON, VMANN& Oft and onftoWftft 4MdftM"
susis ft ftummoL ma mom
ma� so OM&NOW Oe somosoft" so she to fhap" far
to Osseo& 0-*"— amea ONO,
ft. fo*%w f—A. ANN" -Ofteft AM *�,e amm
am:1, was.
6 "now"& 40 asl mom. mon"Ma"Ous see -se" W-., Use* Sees dbOM-
, r
as Oda Wco do emsbmm go," am "so" am
swasal Ow SOON SO onesome a" @now" ser"Posaw
418 Md SONOMA moss�
ft-., SbNU 0, ",40M so NO& Spowe—I f tb. 0. ~ dam" &WINSIM 4MOSONNI, 00 b� dh600� Fee
W r. HYD OEM an me am goo -seoft —06-0- lbse
dom an
4L Use. dab" 6.0moom�v ONO aws ft".8"we 4- V=40
teses.600 oftbob oftft soon" ebb a. Ones @me Own go -M~ -0— 40 ONNNANW 11*
40 00000, 0, "Nog onamb N'LossoNS 40ow Nd *led"* Md am gem
N N1 15 W 5ftj T MONN= amma_
1 40* 0 1. ft'. qN.N," *0 N~ &V one pow 610 s0oft 401101010 *moo 0"6
I a. "Moftwasoo OMN& "OoN owsk"s saw amme me
V-M. 4P 00 "P&" 0"&Uo" 40
0 10
MPL fts"Vem or dw nt ofteftew
-k-l—Amt s amondmiL ONO .9
10 Off L b - W�_ NAM an sommi, somomb" — -apnowoftw 0- %2ft soma#.
'90.40' t"", CHD 000, 4d 46dw IL a 401641010 No WA 4ft� of to�.Opmam Nam dw am
=AAMD I 4nab 0 MAN ONO dw exwmmo
P = "0008406 GOOD MOM 46184 *WbM*
co.", & 40 NOSS, am left @OWN. Off do 4,IMNMNNM
ammme waft=_
6. — ON soMMOMMONS, me NOW goo anigh. a amefte an so" -M
0. 46 NO "ft 0460
= = am 40 6NWW Soma an SOMA @Sssm ft
06 904woma 40 418MOMM11 SO 4110
Z zwn=
PIP
4L 4W 0 Nownwommus ad
....'emeasse-ed
7-
0
r
Iwo
HE
C!
IL r. samoom
t1d,
'o
HOUSE
�4 NOTES
1. Reference is made to the following Maps:
A. "Right of Way Map Town of South Windsor, East Hartford
Wapping Road From Wapping Center Westerly about 5200 feet
t
Route # 15" Scale 1 "-40' , Dated October 31, 1932 Sheet I
L
of 2.
B. "Property Surveyed for Albert S. Dodd, Ellington Road,
7
CID
South Windsor, Conn." Scale 1"-30' , Dated March 1953.
90
C. Property of Lloyd N. Hevenor Deming Street So. Windosr,
;0
Conn. Scale 1"=40', July 1953.
L D. Reference is made to Volume 182 Page 70 of the South
E 40 Windsor Land Records.
2. Contours based on MDC Datum.
— - .1 — - — — - 'I I \ � I - '
ILLOW
ONE WAY �. I /. \-P _� SIGN
z
LOADING
1*fftf F&P('C( S 150- 10'- 37" W 8.99 C D
1-010� 83
LD)
EWTR 64'
AN(X 30 3 13 1 30' OFr-lcr�_ 3
TIN G CURVE :W I CURVE CURVE
f4� 1 -
�c 0 01 MAIN 5 700 S.F. i 1�, I/ >
wool 'STOP-Slowk-I A 55 0 C4A 7-r-- f-:,
3.
VAY DR VE PWC;0OSEDD 0
00 NOT ENTE!tZ
Uj 690 19 -29"
_�j BUILDING T 16- 14' - 02" 69" - 19' - 29 -
(RETAIL) 11 ICI\
ir 1, 1011, 1 " W 110.00,
65,000 SF.'\� C\j 0 iPHASE R 120-00, 120. oo,
00 0
91, — I X �5240'0 S.F OCCUPIAED 2 0 82 76.0 6'
C\j G6 e- 4 .9 8'
40 (7) k 5, 00O.S.F kACA NT 0 11 T = 17.11 14 5.19'
7"mU %51 �&.
i ; 0. L 133.09,
0 L = 34.00'
7�
_0 )KI-1
_A_J
-TOTAL PARKING THIS SHEET = 99 SPACES
SEE RECORD DRAWING TOWN SHOPPING CENTER
SHEET I OF 2 DATED 2-27-89, LAST REV. 1-8-92.
consJling engineers
MANCHESTER, CONNECTICUT
PLOT PLAN
TOWN SHOPPING CENTER
REVISIONS
e 7
9-41-98
DEVELOPED BY RICHARD S. KELLEY - TEL. 644-8761
ELLINGTON ROAD SOUTH WINDSOR, CT
PROJ NO DATE SCALE FIELD SK DESIGNFR CHIIECKER SHEET -
I I I I I " V, owe%]
85-4894 12 -f5 - 86 I"=40' 1 426 1 5AK I I b JIU0 z I
0
M/FJOWF" W.& IRIENE 5 F_ F_ 865.91'
scs-reAmn J
MATPH LINE N 04- - 55 !eZ E
L -0-T
:04 W_ - ------- 91
z T5 -To
STOP SI GN
RI -I
R 0 N
1401
+
PAD %40' 2
DUMPSTER
.46 Pr
4
15' 13' 13' 30, 64'
IV 64' 64'
64 64' 15
own
Is.0 Sk)LLrV^N AVtNUIE *<>VT" Ww4oSOPR. Cot4N 06074
15/ AACA C400F 660 10-2511
1100W 41
%
b TS
4 1 L 8
0"
_X JAL CERTIFIED MAIL
c; October 19, 19ge
CD !Z:m
IAJ
12 1 Iz 1z
k -Yr I I S
r7777'7 ZZ I M49dM k,!Ml'
............. 1 lmek4w
Iz an 41
f At 4 Soo wbzCr 06074
DUtApS R
250 AD
IV
ra..-
41 &ZONN Cornrrftsion voted on Odtober 13,1998 to
__�014C.Kjl We"O'"'! ____
lnvlat�.T� the aWft refew"d apphcftn fora Site ftr, of Developrnent.
WALKS
V6 "or t* ske pion of development on Property iocated at 525
lid, s' =tZ' 'Am I X"St15 == Rd. and 1719 E&Vbon FW., Phm II, RC zone as shown on
4L d by" & O%dk br-, )ob No. 05-409A dated September 11, 1999 as neyised. This
1 0 ;Ppw;o Is ')t odw Mo.* nomato
5' L 1nt1f"*ev$orka.,W!b must be heid w?tn Town Steff.
z 0 Fdor I
PAD X 2. No pei .. vA be bRied urd the final mybrs have been Ned in the Town Oerk's oftim
0 3. 1W apphaVion is s4 lo the corAbons o(approvW o(the Iniland Wd*Kts
_____*VfflI!J?MnmvWon CawnWdon, hck� a boW in the arnount o( $1,000.
z plan is re**ed prior to hunnoe of a Cerb6cate of Ocaipancy per Section 8.1.10 of
Ito
IIIIALKS _95 X
4) 1 11 1 rvft dam am GqA If the buffi*V has a baswwC
X
7- TYPICAL
0 0"ChE U%L UJ bond in the w"ni of $1AW. is mjukW aid be ubWftd prior to 5WV of
T STALL
'Co"C'*
Cn
ul -------- 7. M PhM und in Vw kid by *a deveiopa WAnt bur the shwiip and 00wrind agnabxe c(the
br- 0 FUTURE 112M Of S060%
UJ 5: DRIVE C WICA approvW Is oe*A
U_ ---------- PARCEL 1100 00' 9- HnIIIII Pw&-nt wait be O"d in ao=dwxe vft ft Town Eronees m-#*w coffIrroenits dated
meow XV", Prior 10 MRAnce of a OwWkfte of oaxpwxy for CVS.
(1-0 ---------- 04
_J vm Z z 1
A0 -AREA, 2.88 A (1) 10. Oxatruction balks 110 be mmoved from Ste after Construc5on of CVS.
X EXISTING 11. Roof shin�, brick and white Z= bands M(15t match exisbrV Town Center Ixj"ngs.
BUILDING ........
12- .9~ rixist be in co4wrnwice with zor*V regu�
ul
7- oFFI - GE _J Sla(I and white trwKWat mylars of Sheets #2 and 3 wth the above mo6dicabons, tog W"
z I ett oth
50-40 S.F. IfuleeMueprintapoesoftheab WofPlansavztbestft*tedtDth15 CaMnSM v0thin 30 days
41 K) to be go, and 97wxt The WJ"s Of appro-M Of this Corrwritsmon as wel as the Inland Wedands
06- A9av4YC*ver4abon Conviumon ffvjA be repro6uced on thie mylars.
Cl)
- I Mw 111he ffwlars have bew $Wwd by the Canyrus0on, Vey YA be returned to ym for fAM in the
W
ra 4' 01%ceoftheTownClat After MN these plans, a copy o(the rtoeept ffwst be subfffted to the
43' PWm*V Dqwtrr-iL
Very tr* yours,
OD 0
CID
PLANPGNG & ZONING COMMISSION
64' 64' r_ e2-
6 lot" 7
Lr6c), Frank A- Castro, Jr., Chairman
z
G)
1-0 4 NOTE:
_0 0
L - SIDE YARD
201.26, f. t to
-,; DIITIFIFC� 11 C:foa 240 .00* SEE RECORD DRAWING TOWN SHOPPING CENTER
EN PA
W
4 SHEET 2 OF 2 DATED 2-26-89, LAST REV. 9-11-98.
SOOO-49
0
_T7__7_ -7 "STOP" , 0 C N;a 2, Likiff
Q1. 7-01u� Ole slgu�
12'STOP BA IW3UUJVMAVENA- 30UNVAND301t, CT06074-2796
60' 1 5e MIEA CODE $604442511
fAX S60/5-"3791
DRIVE THRU
October 19, 1998
pHASE UMIT
W Bruce Kelley Ccrtificd Ma;l
RSK-Kcaco, Inc.
49 C-4
------ 1744 EUinCton Roa
d
P\0P 0SF_0 South Windsor, CT 06074
SkGN
0 OFFICE Sj30,j,L G SAVIHGS Kelley:
102' 1 0 0,A- siGs FOR
N/F SoCIETy
13,0()() S'F' L) Uk--Appl 098-5 1 P, Town Center
L)
Commission approved appI #98-51P. IRSK-Kellco, Inc. Conservation Plan for the
SF '10
5, T'W At the October 7, 1998 special meeting, the Inland Wetlands Agency/ Conservation
V'mp _4enstruction of three office/retail buildirip on the property known as Town Center on
�0�20 C D 4
01C
nczf: rawwntv bMed on the SoLithowly eiej Fllindrt� 0 A -A 0 r
r11 _1 -.-e —.1— — -,.-".y I Buckiand
'Col Road, RC zone (Assessor's map #51, parcel 2) as shown on plans Prepared by
FussWNcill. This approval is subject to the following conditions-
97.0
1. One blueprint copy of the entire act of plans and this letter reproduced thereon,
61
must be submitted to this Commission. This must be completed within 65 days of
E
brni Plar�n
GN
approval prior to any construction activity on the site. Plans su tted to ing
'26 0 Commission shall be considered having met this requirement.
30 (All >
Z\ 'L� I < e. application shall indemnify and hold harmless the Town of South Windsor
co
v) r4 against any liability, which might result from the proposed operation or use.
3. The perrm'. is valid for five years and shall expire on October 7, 2003. It is the
-Top
S
spoSEL 0 0�'V�D MPM 3' -c> landowner'ks)/applicant(s) responsibility to track expiration dates and notify the
60 P, O� CURB I Commiss�on of a Trncw*l request at least 65 days prior to expiration.
1P C 50. 2.6
1 4. All ap . als required must be obtained arid submitted prior to any activity on the
0� 10
11C)1.35 si
C?
IZ
T CONC 5 contact person shall be identified on the plans.
"ET Co v- 10 10 0�
6. We recommend a bond in the arnount of $1,000 be submitted to the Planning &
cot)
Zoning Commission to ensure compliance with the Ems.ion and Sedimentation
6' t �7 Control Measures.
'D I
80� Very truly Y—rs'
A, H
.51-0 INLAND WETLANDS AGENCY/
/K CONSERVATION COMMISSION
115.51
00
'ZZ
_2�.K
X Z
15' ��"o 10 E12th A. Warmn. Chairman
�Up't4 ON OL)l
REC0k4S'1'R1JC'�1
TUP
,A SIGH
L___J .38,()2 LVF
FUSS&O'FNEILL
9 "SIT A,
-0 tso'so
-)g
`0 const,_dlir
�D
it MANCHESTER, CONNECTICUT
PLOT PLAN
CONSTRUCT NEW TOTAL PARKING THIS SHEET 419SPACES R EVI S I ON S OWN SHOPPING CENTER
ISLAND TO CREATE 1 67 DEVELOPED BY RICHARD S. KELLEY TEL. 644-8761
RIGHT TURN ONLY,
1:4'
iL I I
INSTALL NO LEFT 0 -7 EL LINGTON ROAD SOL911 WINDS RCT
TURN SIGN. +_zz_e0
.4-11 - Q I PROJ NO DATE SCALE FIELD SK DESIGNER CHIECKE-4 SHEEI NO.
94�-98 85-489A IZ-15-66 1 40' 5AK
JOSEPH MERRM & CO I t-10!" a I :SD 3
r
rHOMq c NiF
J�E(i
MQC�0), -7HG
R
DO/R0a hoc 4
, o
MOM
N/F
Wll t It 81 Ft ORFNCF WALDRON
r7,ETFEv T-100 8A 5 /A-J 7a
e16 ro�lF/moo /F f
E
N/F
WC,PP; NG RF A, T Y I NC
L4 15•, RGP �� .t MEG,,- SC• /1
i
o BM-8726
w` III I *X'CUT IN BOLT
10 (MEL 112 I i SOUTH SIDE
CHD I pF HYDRAN_J
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SNEY 1 SL0TT�17 AP5 N-1Z PIPE fAAY' 6fS
zzs � i SU85T1TU1-Ei� �Of� Rc� �io�cM �W>✓►z
11 U►'+GLfiCi7f�+1fi s�� r2F-TA11- 5ril- 5i712
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!I 1
NO WETLANDS OR 100-YEAR
FLOODPLAIN ARE LOCATED
IN PHASE I AND 2 OF THIS
APPLICATION.
;OSEP- MERA.— 6 ;-C
7
y-11-.1v
V
+
T_ -
'A
N/F JOSEPH W.a IRENE .50-+
BERTRAND
TCH LINE
MA .............
94-
7049' - 05 vessel 1826119201166066
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HP 96 ONNECT pIST.
4- _C1 ABOVE 8? COVER
AT 2" ALL WATER LINES TO
WITH 15" CPP MIN 51 88.42 94.5
EXISTING INVE RT
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1 0, + VN 171'-
.0GA f-r%FSC �nl IKAA -3K I - I
,OPOSF
No%,, mber 10, 1998
98 25 S.F
Z
OD
97.0 4D
0
0
0
Mr. Richard S. Kelley
0
RSK-Kellco. Inc.
LO
00
1744 Ellin" Road
South Windsor, CT 06074
7-
It 0- 1 _0 Ao�.4
RE: CVS(rown Centm
Lo 0
Ruckland Road AM SEL
SOUTH WINDSOF, CT S 01. .71 +
J o I.A 35
D,c-- Mr. Kefflev- -,r CID 1. A
.1. - �A
5 14 t
ar meetingof November 4,19,98. gave C)
The South Windsor Waaer Pollution Control Authority, at its regul; 00 NO WETLANDS OR 100-YEAR
approval for a single connection to the sewer of a free-standing [CVS) commercial building at -T r--
Town Centre shown as "Phase I," in accordance with drawing entitled "Grading Plan - CVS - FLOODPLAIN ARE LOCATED
co A
- South Windsor. Connecticut" prepared by Fuss & O'Neill, Inc.. Job No. 0
/Z IN PHASE I AND 2 OF THIS
525 Buckland Road ra TF, I I , * I. 'C� -
85489A 11, Sheet No. 2 of 121. dated 10127/98, no revisions; and as shown on d wing entitled .;G. z /�, I APPLICATION.
'Topographic Plan - Town Shopping Center - Developed by Richard S. Kacy - Tel. 644-8761 - 99 V)
9
97
Ellington Road - South Windsor, CT" prepared by Fuss & O'Neill, Manchester, CT, Sheet No.
S06-294
SD 5, Project No. 85-499A. dated 12-15-86, revised 1-9-87, [STC] 10-30
-87,4-22-88,7-21-88,
11-4-88, 5-26-89. 7-17-89, 4-11-91, and 9-11-98, and also give approval for two laterals for two
buildings shown as "Phase 2" on both of the aforementioned drawings and further on drawing
32.- 73'
entitled "Conservation Plan - Town Shopping Center r- 3' 1W '\
- Developed by Richard S. Keiley - Tel.
644-8761 - Ellington Road - South Windsor, CT" prepared by Fuss & O'Neill, Manchester, CT, S FUSS&<3J'NEJLL
rn - V�o AD
-9-87,3-1 - -1-89, -O(ISA
Sheet No. SD 9. Project No. 85-489A, dated 12-15-86, revised 1-9-87, 3 �17, 3 Ul -Attng "ry
4-22-88, 7-21-88, and 9-11-98; with the following stipulations: - i
5A A Ill
I M ANCH ESTER. CONN ECTICUT
INV. 4L
1. Technical approval of the Town Engineering Department. 5. The applicant shall submit �na.J plans.-howing cleanout detiik as reviewed nnd npproved 0/ A
'to
2. Final Authority approval and acceptance of the sanitary sewenge connection will be g n oncc by the Town Engineering Npartment. 13 U C Y"- 0, 1 ��_4418TIS TOPOGRAPHIC PLAN
the sewer line his been installed and inspected by the Town staff, and based upon the �ttcn ONALL
verification of the Town staff that said sanitary sewer line was installed in substantial approval letter must be superimposed on the final approval plans.
conformance with the design plans previously approved by the Authority, and meeting Town R EVISIONS TOWN SHOPPING CENTER
regulations and appropriate technical specifications relating to sanitary scwer constructi VL ___2_87 nFVFI CIPF171 RV Pir-WARn _q I(Fl I FY - TFI 644-8761
3. There shall be a cleanout at intervals of 100 linear feet along the length of the 7 S OUTH WINDS R I F
building sewer. _zz _e�e� ELLINGTON ROAD i_
7 - f_1 eel PROj NO DATE SCALE FIELD SK DFS1GNER CHECK E .4 191-�ff 140
4. The location, type, and configuration of cleanouts shall be subject to Town of South + 85-489A tZ-15-66 I"= 40' 5AK
n . Chairman 90 - Z60 - 0 �� SD 5
Windsor Engineering Department approval. 7-17- t e
Water flution Control Authofity a
L 9-4 198 / I I _10-78
N/F
Wll I IAMI S, FLORENCE WALDRON
ST4oVtEY
rti
OM,a S tiit
�9
444fOr4��G. r
4k 0 Na
R
DOVRO,V �(,C), 4
UL DE
N/F
WAPPING REALTY INC
N T9" 15 5 2 ' W
140 �.
N
PLANT LIST PHASE I AND 2 (THIS APPLICATION)
OTY
SD-7/
BOTANICAL NAME/
CODE
QTY
SD-6
C13MMON 111WlE
SIZE
A
/
2
ACER SACCHARCJM/SUGAR MAPLE
2�-3" CAL.
B
4
/
CORNUS KOU.."OUSA DOGWOOD
6-8' HT.
C
/
I
CRATAEGUS iJIN'I'ER KING/HAWTHORN
6-8' HT.
p
19
1-4
Curter n 4K*,R. T G,1T
23 —3—C--A—x.
EXISTING
E
—
/
3
PLATANUS A. BLC0DG0O0/LCND0N PLAN
2�-3" CAL.
W
F
1
/
PICEA GLALUVWHITE SPRUCE
6-7' HT.
V
C,
—
/
I
PICEA PLTJ=S SHINE IJ E SPRUCE
6-7' HT.
;4��g
: 6' FAT.
EXISTING
;L28
-pIplB
4
`T,L-_ln
il*�;s G. n&Zn
1111" lu
EXISTING
EXISTING
6
BEP.BEPIS CRIMSON PYQTY/NF RED BAP.BEPPY
15-18"
N
22
/
36
EI `ONYMUS E. COMPACTUS/NF BURNING BUSH
24-36"
P
8
/
9
El:,ONYMUS F. %'ECIZUS/BIGLFAF WINTEPCREEPER
15-18"
P
/
21
JUNIPERUS C. PFITZERJANA/PFITZER JUNIPER
24-36"
S
2
5
J-7U 'IPERUS C. TIORUII.SA/HOLL.YWOOD JU\ IPER
3-4 ' HT.
D
��
r'�r P1YT�trlt�'�'�3C8Fi�ixY
18 2
EXISTING
_
2
—
P.HODO. DEL. VAI.. 4�iITF.A 'TIITE AZF.LF_,
10-24"
t
V
4
6
PliODODLNDRON P.J.M./P.J.M. RHODY
18— 2 4"
9
TAXiJS C. DEISIFORMIS/DF.�NSE SPRFADINC, YYY
18-24"
X
/
21
THUJA O. PYRAMIDALIS/PYRAMIDAL ARBORVITAE
3-4' h_.
PEPTF%TNIAL BET`.S: CROCIJS, NARCISSUS, CORT'f'SIS, F�.'TOCALLIS, ACHILLF.A
m/f jobM WA WME
L
DERTUMD -,,MAT;�H LINE
N
T
v
c
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9) y
N/F ftO@M AAL P"YLLIS
JONES
y
A
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wz
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---------- ---
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114 /F JOHN SAMSEL WAWc- L-4*ffT: 1450 V +414aPtl rK*�VICV— 5<VIV^
EXISTMIG
N fAKK-N& L46*M: -TWIN 'Z9510 %V K14ft4 rr-e-5'9Uf-e
01N 71*' rolbrr
D /00-. FAF-4e-IH& W&HT, 5-n-4COLAE Z*o W +i)&H rKg-S�E-
5400,10A ON 7-431' ro,517
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7- LIGHTNG LEGEND
A - WALLPACK 250 /40OW
"o
METAL HALIDE
+ +
CI- 304-UGHT POLE.100ow
METAL HALIDE -SHADE
6)
FROM SUCKLAND ROAD
4 AND ADJACENT PROPERTIES
'OpOSED 8 lRop'D _C '30' -LIGHT POLE. B00 W
0 jCKLAN FOR SAVINGS
OFFICE + SO C I E T'� METaL HALIDE
H/F
()c)
0
c\4S 16
c \opo�SEID
A
00 25 5-F- oz). i
91
VIFE
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ol
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11
FUSS&<)T4ElLL
3 Ro AD 4f c0rsc -)g ergw*-ers
c R T
6p A? M A N HESTE CONNECTICU
U C L AN LANDSCAPE PLAN
REVISIONS TOWN SHOPPING CENTER
9�7 DEVELOPED BY RICHARD S. KELLEY - TEL. 644-8761
ELLINGTON ROAD SOUTH WINDS RCT
PfKw No - DATE SCALE FIELD lW DESIGNER CHECKER 904EFI.-Ow
9-11,98 -1 86
85-489AIlZ 5- 1 40' t5AK SD 8
OSEP- AAERRIT' & CO
M
6. Areas to be left bare before finished grading and seeding is achieved
I I
All control measures will be maintained or replaced durinq the
shall receive a temporary seeding of Perennial Ryegrass applied at a
construction period, as necessa�y or required.
FROSION & RPT)THRNT CONTROL PI
rate of 2 lbs./1000 sq. ft. at a depth of 1/2 inch. Limestone
(equivalent to 50 percent calcium plus magnesium oxide) shall be
12.
Additional control measures will be installed durinq the construction
1. All erosion and sediment control measures will be constructed in
applied as seedbed preparation at a rate of 90 lbs./1000 sq. ft.
period if required, or ordered by the Enqineer.
accordance with the standards and specifications of the 'Guidelines
Planting seasons shall be March I to June 15 and August I to October
for Soil Erosion and gedimont Control" by the Connecticut Council on
1.
13.
Sediment removed trom control structures will be disposed of in a
Soil and Water Conservation.
manner which is consistent with the intent of the plan.
7. Areas to be left bare before finished grading and seeding outside of
2. Erosion and sediment control measures still be installed prior to
planting seasons shall receive -an air-dried wood chip mulch, free of
14.
Contractor will he a�;siqned the responsibility for implementinq this
construction. See construction schedule.
coarse matter, treated with 12 lbs. nitrogen per ton, applied at a
erosion and sediment control plan. This responsibility includ-�s th-
ANTI -TRACKING APRON
r
-r4P'ro#\ j., i.- F-pq CoT m 01
L
rate of 185-275 lbs./1000 sq. ft. installatinn and mainton,-int f)� control, meis:irf-, ir,.f(-)rrrin(-, at! 17771 1 \ 71-+ -3 F -71 f771
3. Land disturbance will be kept to a minimum; restabilization wili be parties en�_:�.qed on t_!I,2 -;it:t� ol' the X\]
L
scheduled as soon as practical. 8. Haybale and/or fabric filters will be installed at all 1z"
culvert outlets objectives of tho olan and notifying th�? prop*-r Town aCiency of any
1_11 0� .
and along the toe of all cut and fill slopes greater than 4 to 1. transfer of "his responsibility. The owner shall be responsible for
4. Seeding mixture for finished grassed areas will be as follows: conveyina a copy of the Erosion and Sedimt?nt Control Plan if the 11-itla V) FIL_-Tr_K FA0KiC_
Kentucky Bluegrass 45%, Creeping Red Fescue 451, Perennial Ryegrass 9. Culvert discharge areas will be protected with riprap channels to the land is' transferred. NOT f-
101. Seed to be applied at a rate of 4 lbs./1000 sq. ft. Planting 1r-_�-5TfZL)C7IaN. r,0^C,'VV/`,Y -5t%o�,L-L- e5f--- 'SV/VC'-r
seasons shall be April 1 to June I and August 15 to September 15. -,,o ^HY -rH^T A^Y
10. Catch b-asins will be protected with haybale filters throughout the e1^Ve_*94-4-r. N
5. Seeding mixture for detention areas will be as follows: Creeping Red construction period and Lin" il all disturbed areas are thoroughly
Fescue 451, Redtop 10%, Tall Rescue 45%. Seed to be applied at a stabilized.
rate of 2 lbs./1000 sq. ft. Planting seasons shall be April 1 to June 1,
1 and August 15 to September 15. N/F
E W4PF,Nr, PF A, Nr
W 6 "'1 D
7-e*- ZI
5 "CT
C
1%0 sm 07 26
N 1710LOV-CCE CUT ibIBOLT
`AV 461.48' 'HAY*Aue5 OK SIL-T 11:011!.*+:-A� 00 X
SOUTH Sl()E
-29-28 E molt ("CIL I
1601 10 12 1
I �� 4 1!2!!� \290.. OF: HYDRAN
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16 � sox
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HE INV T F
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?Z NO.STRUCTURE
14 T t4
It
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WET 'AftA 401 .4 F -
< Ira 1 -,C-- -1 �c 16 86.25 89.75
C) N Iva A 17 86.4-L 89.6
Ito,
C- L" C. B. 86.83 90.5
0
t9 1 08.63 92.6
Nl�
A, VOID 85. 14 i 92.8
�4 Z1.4 G. B.
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21 "C-L" C. 8 1 89.3
85 3 15
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a oft
i JOUTLET CONT. 62.7 &8. 0
_4 151UKKOUHP At-L- 11091 STRUCTUEtt -
*4r 0 at a am wam 00.
WITH F E. S_ 6-_� .4
to
5 ') le- tlA..y L,-A L_ E_r =p- Ar 60
10
0 0 MA I L-re�K_ FA Piv- I C 82 0
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0 qv� AS, t7� -rA J L-� 17 112 C C. B. 8 1 0 !EXIST GRADE
to 0 'a
co 1113 75 4
4 It
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I - 4--
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I I "C"o //1 71 0 -
9\ 115 F E. S.
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9
001,,�Ojv Y 92 //,Y
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91 2 1 Z t3, 190
+ IZ
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Qn ic) 6^7 H L A'0>1r4
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L i N .5
ATCH LIN'e RAM 95.3 Vt-4T) L_ 60,*rL_10�-T101-4 of= cotI e>,A-.,iN AC-:e5
ISE E- -5 1�, 10 BOT. OF CURB EL. 94.8 + 94 8 WrTH T:::1L_Tr_fC_ r9AeqrJC A,5 Vr-_T-A1L_er_> - 4566
/ CONC
__No" -
(HE L C) )
I`4410000000'V�'I'
T
PHASE I
CONSTRUCTION SCHEDULE
1. Construction will commence on or about OCT/NOV.1998 and he
completed on or about JULY19A.
2. Place haybales and/or silt fencing as shown on plan or where
directed by Fnainner. (maintain or replace as needed
throughout construction period.) Prepare stock pile area and
surround with haybales and/or silt fence.
3. Install sedimentation basin complete as shown on plans
includinq outlet structure. Seed all disturbed areas and
stabilize slopes. (Remove sediment from basin as oftpn as
required throuqhout construction period.)
4. Ruilding construction may benin at this time hut not hefore
erosion control devices have been installed.
A TMA C4-�. I 1H H AT
TfEA4% Y Z! PKItI
oleo ">TALL_ W1 raptAmy
T It4TO
r_- X_ 1 1.1.11-7 r71TCH VIJT C7WA1_L_
15,A�IAOVgL7 5EW WTr,- :
5. Re-ain rouah Qradinr and installation of utilitit--S. Inst-al I
erosion control devices at outfall of drainace system and
place haybales around basins as they are constructed.
Temporary seed and mulch al I slones exceedina 4: 1 if permanent
stabilization is not completed at this timp. All other arpas
not temporarily stablized shall he protected with havhales
and/or silt fence.
Prepare subarade for pavina and r)rer)are a I I (I isturhed aroas,
for nlacina tonsoil and landscanina .
7. Place pavement, topsoil , seed and. mulch, , and landscaninc
8. Remove all temporary erosion control devices only af ter al 1
areas have been paved or seeded and crass has been wel I
esta')lished.
An
JOSEPH MERRITT t CO
4io JL
(� SWALE
ENDw
D I M E N S 10 N S
D I A.
A
B
C
D
E
F
R
R-2
12 so
4 44
2 0 of
4' 0
6' 0 N'
2'-0
1'- 7'��'
10'/4"
9"
15 of
6 of
2 3
3 fo Is
6 1
2 6 of
2-'- 0 5/1�*
I'-O'/i*
I
18"
9 of
2 3
3 10 It
6 1
3 0 so
2'_ 5 is
I'l -3 1 12
1 a -0 of
24 1$
9 1/2"
3'-7 1/j'
2'- 6
6'- 1
4.'- 0"
2'- 9 3/ 16
I'-413i
1 '-2"
30 Is
I 1- 0
4 6
1' - 7:V'
6' - 13/�'
5- 0"
3'- 1
1' - 02"
1'- 3"
36
1,-3
5 3
2- ION'
8'_ 13/�'
65'-0"
3'- 111'160"
2'- 0
1'- 8"
4 2"
1`9
5'- 3
2' - IF
8'- 2"
1
6'- 6"
-7 Is
4' - 5 '48
-to
2'- 31/2
I
1
48
2'-0"
6 - _O"
2'-2"
8'-2"
7'- 0"
4'- 81/2..
2'- 4 1/�'
C-10"
NOTES:
JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT
AS REQUIRED TO CONFORM TO PIPE.
WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS.
STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED
MATERIAL OR 12"GRAVEL BASE TO 6" MIN. OUTSIDE BASE.
*"INTERMEDIATE FnPRAP
SECTION
r.0Mr_PFTF r-111VFPT PMr)
WRAP DITCH TO BROOK
* 4 x24" L BAR SPACE 0 12"
TYPICAL ALL AROUND
BALES TO BUTT
TOGETHER
24LONG STAKES OR REBARS
EACH BALE
FRONT ELEVATI
BALED HAY OR STRAW
6+
a -
FLOW
PLAN
S E C T 10 N
AT TOE OF SLOPE
LEVATION
BALED HAY OR STRAW
BALES TO BUTT TOGETHER
PLAN
S E C T 10 N
AT SWALE
PAYRAI F FPOqIOKJ
FLOW
3:
c
PLAN
BALED HAY OR STRAW
, FLOW
BALES TO BUTT
TOGETHER
NOTE i ALL CATCH BASINS IN SAGS SHALL SE SURROUNDED
BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE
UNTIL PNEMENT OR GRASS IS ESTABLISHED.
FILTER FABRIC
OVER GRATE
XI ST. GROU N D OR —
AVEMENT (DO NOT
TAKE IN PAVEMENT)
NOTE HAYBALE�_
,��HALL BE MAINTAINED AND/OR
REPLACED AS EQU I RED OR AS DIRECTED BY
THE ENGINEER
HAYBALES TO BE PLACED SOTHAT STRING DOES
NOT COME IN CONTACT WITH GROUND
r. H Fr. K
KLF—SUPPORTING SILT
E'Mkie'C' e'AOnit- r% M
vmor% I %, — vr%
ATTACH FILTER FABRIC
TO WIRE FENCE W1
STAPLES OR HOG
RINGS
:32010utr—
LII,+
4- 4--
u u
EL. 88.5
E L E V A T 10 N
---- 71 _1� �1� SILT FENCE-
SECTION
AT LOW AR EA
4% 4" W I RE FENCE
7 0.66% CULV.END
s_= c_ —
INV. 82.4
wrv)n C)P MFTAI PMT
FLOW
SELF —SUPPORTING SILT
FENCE FABRIC
—OR — FILTER
FABRIC ATTACHED
TO 4!'x4" WIRE FENCE
BURY FABRIC 6"
BELOWGROUND
2-�LM STAKES OR REBARS
EACH BALE
CATCH BASIN
SECTION
ENERGY DISSIPATOR
x I/ I � I ^, -r, n r- % I r-> I- I .. � r- e,m -r Li I
1.
1'-6 /8 1 7/8" 1 7�2
7
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�2" CORK ASPHALT EXPANSION JOINT EVERY 48'
FULL CUT CONTRACTION JOINT EVERY 16'
I" DEEP TOOLED JOINT EVERY 8' CLASS "C CONIC.
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r—I 1 /2 11 BIT. CONCRETE BASE, CLASS I
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7
6
I" R � I ,�CONCRETE WALK
'/4"/FT ,,--6" GRAVEL BASE
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00
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6 6
WHERE PAVEMENT ABUTS WALK
�2" CORK ASPHALT EXPANSION JOINT EVERY 48'
FULL CUT CONTRACTION JOINT EVERY 16'
I" DEEP TOOLED JOINT EVERY 8' CLASS "C CONIC.
CONCRETE CURB 8i WALKIMIR
FRONT ELEVATION
DEPTH AM $No
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t
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blULWALK HAMF I YFJL 4
F ..S"NG G ROUND " to
TI, START Of CONSTRUCT
"fN[wu- COVER
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GRADE 4 - 6
1 WATER MAIN I
*4:40IEL FILL TOIENE PLACED 006LY
ORPEPtEr) SY '0401:94
ALL T*ENCNES TO ME SLOPE:
IMA" Olt SHEETED IN ACCORDANCE
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NOTE S
A 1 FILTER rAORK MIRAFI
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2 F-LTEP FASRtC TC BE
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SANITARY
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0
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p (TYPICAL)
SIDEWALK AT HANDICAP PARKING
I
DEPTH T6 INVERT
VARIES SEE PROFILES
//"-- PROPOSED GRADE
LANDSCAPING (SEE PLANS)
WARNING TAPE — M11N. 12"
MAX. 24* ABOVE PIPE
APPROVED BACKFILL PLACED AND
----,_COMPACTED IN 12" LAYERS
(OR AS OTHDRWSE APPROVED)
NO STONE LARGER THAN 3-
SAND BEDDING PLACED AND
COMPACTED IN 6' LAYERS
NO STONE LARGER THAN 1-1/2".
MATERIAL SHALL
WET D.O.T. M2.05
BEDDING ON SkXTAAE NATIVE MATERIAL OR
3/4- CRUSHED STONE BIEDDINIG MATERIAL
IN ROCK EXCAVATION OR IN UNSUITAAE
MATERIAL AS DRECTED BY THE ENGNOEER.
MATERIAL SHALL MEET D.O.T. M.02.1
FOR 3/4- STONE.
/SACKFILL TO SPRINGLINE OF PIPE
.Z WITH 3/4- S70HE WHEN USING
POLY11HYLENE OR CPP PIPE
STORM DRAIN
TRENCH DETAI
I.D. + 2'
'S' Ulm
12'
w12" 12'
LD.
F0;'0;0;0 — 0 07
0-0-0-00 80
0 0?7— 001
____LUBRASE
SUBBASE
SU6@A3E
�XCAVA�Br
GRAVEL FILL
EXCAVATION Gpi��
L
0. + 2,-0" UPTO
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1 D. I UP TO 24-
2:. OYER 24'*
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pn MIN
MIN 0"**�
z
mu%
STONE COLLAR
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5/a- STO NE
5/a" S TONE
'PERF
6 PIPE
,ZOLLAR
COLLAR
PERFORATIONS
PLACED LW
PERF PIPE
t
" PERFORATIONS
P'
PLACED UP
L3/8"STONE
COLLAR
3/8 S E Ci(
PIPE BEDDING, G-MIIN 12' MAX -
F1,715p-
PIPE SEDOtNG, r."WN.,12'MAX
SLOTTED ADS N-lZ
OR
R C P WITH PERF
PIPE
6"PERF PIPE
PIPE
INSTALLATION
IN TRENCH
FUSS&OONEILL
I oft %r 0 -'V - A consulting engineers
MANCHESTER, CONNECTICUT
rl*
No. 62"
DETAI L S
ON A
REVISIONS TOWN SHOPPING CENTER
-) - ele?
7 - 01 - Ve, ELLINGTON ROAD, SOUT14 WINDSOR, CONNF-C-TICUT
DEVELOPED 5Y RICHARD S. KELLEY - TEL. 644-8140
PROJ, NO. DAT E SCALE FIELD SK DESIGNER CHECKER SHEET NO
815-4"A 10-1�0-57 NOSCALE SD12