HomeMy WebLinkAbout87-20 828 Sullivan Avenue Site Plan ,
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1540 SULLIVAN AVENUE
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• SOUTH I NOSOR, CONN. 06074 1540 SULLIVAN AVENUE SOUTH 1Af1ND OR'
} i �►� ��Q$Oa•CAM��` $ CONN. 06074 f AREA COOS 203�G44.2511 AREA CODE 203/64-?,511
March 30, 1987
May 15, 1987
Mr _ Vincent Prestileo
33 Stonehenge Road CERTIFIED MAIL
South Windsor ,
Gt 06074
Mr. Vincent Prestileo
33 Stonehenge Road Dear Mr - Prestileo :
South WindSor, dT 06074 CERTIFIED MAIL ;
RE: Application RE: Application #449 - Two story office building to be located at
#1140 - for a site plan of development .for land 828 Sullivan Avenue , South Windsor
located on 828 Sullivan Avenue, GC Zone,
• At the March 23 , 1987 meeting ,
Agency/Conservation Commission approvetwithnconditions Wetlands
Dear Mr. Prestileo; r r
#449 , to construct a 7200 Ions Application {
s . f . two story office building on property
Please Located at $2$ Sullivan Avenue , as shown on lens p Y
be advised that the Planning and Zoning Commission voted on
Engineering Associates , Inc . , dated 2/9/87• consistinggofe3 pages . ek
for May 1ro 1987 to approve your applicationThe following conditions must b
P perty located on 828 Sullivan Avenue, assshown on be adhered to for this .permit to be
ite Plan of development valid :l i d
by Lueek Engineering Assoc. Inc. dated 2-9-87, Sheets 1- Plans on
architectural elevations by John Eberle subject to the followin3 of 3 g:
1 ' We recommend a bond in the amount
1' The g the Planning of $3 , 000 be submitted to I
Plans must' be ,
modified as follows. and Zoning Commission to ensure compliance with
a• Height of building must be provided on zonin Erosion & Sediment Control Measures .
b• North arrow on P !; date tabJ.�.
r
C. Curb cuts of key map.
2 • Plans must be modified to show surrounding properties on key map• ow staked haybeles and snow 1
d• foliage line or note. fencing at the 90`faot elevation . f
e. All i 1 trees listed on Plantin8 Plan must be at le
height. least 5-6' in 3 • Three �`3} -blueprint copies of the approved m •
ۥ Sanitarymodifications requested above must be map with
sewer lateral and water line must be shown. F
8. Type of Pipe Inland Wetlands Agency/Conservation Commission prior
P P between catch basins must be indicated
RCP or ADS commencement of an I
2• A parking waiver for 12 Spaces is herebyany. site work. i
granted, 4 . Construction activities shall he subject to the approval '
3• Consideration must be � �
given to the Town Engineer .
PP aI of 3 Of the existing building. � Preserving large trees in the front (
1"'t�t'1•:12'1`Y ()4,II!'•:1: !!1';'t 1 I N _-._--".,_"_-•
5 , The application shall indemnify and hold harmless the Town r
A landscape bond of South Windsor against any liability which mi h 500' oi'
P in the amount of
Commission. $5.000 must be submitted to this from the proposed operation $ result
Or use .
5. Prior to commencement of an
must b
Town Staff. Y site work, a meeting
e held with ( 4
6 . The permit is valid for one ••. , {
6• No buildin year and shall expire on ; c
March 23 , 19$8 , �R
8 Permits will be issued until the final Af+V• i
filed in the Town Clerk's Office. Plans have been i 1 .
Very truly yours ,
7. This a
PProven is subject to the conditions of approval of 2 F_F-- p , . r, ;, ; , , t
We~111nds A$ency/Conservation Commission. the Inland �� a
.) _ D Ll �. 1 l,ti
t
:,,. I l i f•1:,r,t.'i .�I I E i et Warren , Vice-Chairman ' '{l 5
In nd Wetlands Agency/ O r % . :c:.l ; I i
• Conservation Commission07 - ' J'. : r ,•.,
South Windsor
Town o f `s . . ,.. r•; , .
• Vincent Ardstileo ; -�- r - _ __BULL IVA `" - - --- 1 1
15 DLB 7r - RY IvUE y ,',trl
7
8e 2 - -
CC : A . B. Davies , Deputy Town/ Engineer � `� � � i 1 (1• �'..t, t.., t ,, ; ;; , , r � i; t�r�
Richard Martel , Town Engineer
� Marcia Banach ,. Director of Planning 1 (2 � ,
An as-built plan Will be required prior to issuance of a certificate v
of Michael Gantick , Director of Public Works ; f
occupancy per Section 4.13.10 of the Zoning Thomas D' Auria , Building Official ,
Regulations.
Black and White transparent mylars of Sheets 1 and 2 of Louise Evans , Chairman , PZC , .
with Lucek Engineering Associates , Inc , I
this letter and the Inland Wetlands Agency/Conservation Commission approval
letter reproduced thereon, together with two blueprint co I
PP val ,�c:x�l.tx; 11n~fA f
Plan, must be submitted to this Commission to be stamped and signed. entire
signi.ngi the mylars will be returned Co you and must be filed in the
8 After ( 'lc+r,t c,.C'. i l t t r,,.:.r ,; i t1r�t.• - .
Clerk's Office within 9A days. a Town '_ .- _. -_-_-'--• , .•, >_ r-1L• ,,tt;f. ,_'r„•�,,t;_r�.i,-,l •. t. r I
Very truly yours,
PLANNING & ZONING COMMISSION I��� 117 tf1 { •1Et t rr;11 -1 ]_ �Lr1.9
1 s 10(1' i.DU' :
• last ix•E,l_l, l.�U' arl�t -
,
t , KEY MAP ���t� _
go ;
i t.3r; Y;i rc1 }
By. >wvuise�C- Ev�ans � � � � � � I f3uildirty Fiel.yi,t 110' ruix � 1 1 ti Chairman 5 I T E A - c t'arha.rxl c+�rf c c J Z/l 25 {58 j 2 , 1 "
E Al I
jag
DRA ( NA6E . ,
�----- e 5
GC: R. Martel , Town Engineer SANI TARY EWE. R
M. Banach, Director of Planning
E. Belleville, Assessor
T. D'Auria, Building Official
J. Shema, Economic Dev.
IWA/CC
t
` THIS MAP !S COMPILED p �. �.
n � �• SJ O M OTHER MAPS C_SOUTH �R1S AND �7`�-dER SOLI _ ,,DEAD iDIML-
�� RCES OF- 11�dFORM ,
�� CO•�STRUED AS Afl! AC lam. ATJUfl� , f�OT 7-� r� r,
:j. CURATE :SURVEY AND SU
CHANGES AS A MORE SJF� Tic'.
ACCURATE S�'3`��✓EY • MAY
PR0Pr_-`STY OF VINC-FliT N PkISTfLE0
SULLf �\N ?YENt1E
i SOUTH Y !
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r{� L U l \ � 1 6 V ! t 711%N �...• ( 4�S 0 C. � !. •i-ta•,...• -
Pz
NO. REVISIONS DATE '� � .
SCALE� _ �QQ 'f3%:TC 9-''
1 DRAVIN c'. CK['J l,.
ENGINEERS
CONSULTING ENG N KJ K �` '(..
490 BU AND ROAD t "
i r ' 4v:, € - �' S0U7H WkND50R. GONN. — __ n, PRD�tCT 1 `,rjELT
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1 k+i" y s 7 ' °^ ' 203-644-0550
i' ACCC}i�Dftfi
r.. .. E p42EP F' D t1+D
ti �tf• f, s :' i - THAT Tii18 MAC AND SURVEY WERE
�.. -� .=Ti
. r - HEREBY CERTIFY ;D AS DEFINED 1N `�1;{ . }�tC" C®pC ECG: „tiI
h t 1 } 1' ;t. 4 { HER F ( LASS - URVE MA S' ADOPTEDY +t;NriEC
•l 1 ,, S7AfdDAROS O A F SURVEYS AND P
NDARQS OF ACCURACYYINC » "" -
-! FOR STA SURYE .G2S IN
OF LAND1-04
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7,&N 164 L NA1Ae
hmip..o0/Aet2A !''EE�ES .SAS`'DS�EG� 18 -24" 1
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` I ; ; uE✓LEy,�� �v NUS , �oU14 WEN!` tOZ , 6ONN�T I601
f -
l Placement and Construction of a Straw Haft Barrier Placement and Construction of a Synthetic filter oarrler
i
straw bale
00i'JSERV7M(X4 Pl..,AR 1+IARRA`1 J V1 I trench s take
-' ------- --- ----- ! 1. Excavate a trLoc!l 2. Place and stake
I 4' deep and the straw bales
Tll it [5l I width o7 traw btndSng I) ill' two stakes per
1111I., <aL�j'T:!/1'j+11 7 f. : liI I�CCC?PI)[' ' l..i.'i'11 a s wire or ,
width of ba a bale. twine" I� I��'I bale. 1 1. Set posts and ++ 2, r.aple the
1 C 10.11 iL 1 PJAGF R I 1 !tI r t(`; S i
Posts , excavate a 6"x6" dire _ 1It r?�; t)1. SU11.: I;I:C)57Qi ?1E'.'L) •_,I h7! t«�Il` ;- > I"7O1, 'r� �' f:' 1 drench' set post fencing i`' fencing gst
-_._�.___.._ ' .. ,.s •'' Angle It)• slope. n o o
ups l ope for c tad post.
f .�-
1 y.••.'a�r� ..
----------- ..-.--_-_,_ _ stability and
---•_---._ _. _______`_._.._ ___. -.-- _.-..-_.. ._._�_.._ :j r " self cleaning.
{ 1.. G1<1LTr.1f %c.iCi iJ1�.1 !X ].P.`: �!1.e.t .{ ct vtk 1T,i. 13 eI
100• I+'
�_� + SlC>r tJrai 1. CI �. ,- a__: packed �gItIN�YI! 11_ 3i!zl
_. ll S LO I"'0L� _tCtii ley h lv h,1..:.C'S r=l!ICf/QT" St raw��' compacted aYlctlls•N fnzl( 12' min. GIs=+;' ;I-41111
J. Hedge loose screw 4. Backfil) and +nt�sll=} I- �ril�„ I=nt
�G(' .i�tll L.�1GipLc.'1" �� C.lT ECl ! .
{ t1 backffl} h n!
�" de
• plan I,II ��• between bales to compact the `r"' � depth
i11jV�xt
1 JQ i1cCC�ll11)1..i.SE�C i[ %i11.11 r !•?Cl??,_174; •-- create a ten nuous excavated soil
1 , ,; barrier, as shown on the 1, I I
U I_ �_.Ilil i't it ll l�'T-�
l�Ip�1.I Si '.�l uphill side of Filter ! 1' 3. Attach filter fabric ' I
?1 I •:?'X)).".!Y`. VCtjE)t t l i is f_C)t,c , 7 ! ..:; ;IC' t, � 1 1 A: .i l I Cii );: �t „ the barrier to i 4. Backfiti the
' Fabric
r f, i!.}• prevent piping, to Lhe wire /eating trench and
51111 1��t Jr 1.35 :�Iki.l..1 l„-`1)1 L(:.tf rlf: i 'c ,:..ii r CJ_ •O L:j. ' and extend !t to I I
•J'-.a<'l. 't+', �!', Oil Ill: I f compact the
ell 3/3 - 6/1 �nrl /1 - >0/1 .
l
' the trench, 1 • excavated sot,l.
l i3, PernLificlit ve w .x�.ls:+�3n + !• d" l
Jet��t:i.Ve cc�Ve.l a��al1` ix ill I, t�� . ' . . ;: ..., c •�sr� - •clGCC)1-(. I.I. C tJl Lil .�E' �r i•
l�il[.iC'_a 6-i3 iU)1 c.r r 1
r:( :Ir ..fY�t..�s.a►'�'•�••7'Z li .l?T......� .r... CDT acted �.
i.l.!. i10If-st:.l"uct1iL !I l )Ca , U-�. • pp l
�t-(. '1.C7fE CUlt�i"._� 1 � .�'_ti:uS Hackfi)S
I n'' IL Il>UIl>H ffsn'r
,J )yts�1- ,I~1+3� ►1= L>il ii�l5t�w-
S.I_Ll: tillJtE'--'- `J, I t�l 1 IIII.'SIIL (!I_ 11f1!=tltl,sit'•
UI .'I-Ill=Itl al-i„I-
A. Colr<I)c�ricenlcrlt of. :nark shal_1 s possible a l:ter ata }s soo!) s
=t c , pads.gr� 7 �_ C Ilt. c pror .;
ali:
fV
fil_Cili(c' +. itJl i11J1-:rOVI'.0 fit,-t1_r�'T"�.ie l�?•tl�p �:lli�L SJ!�U!' J}C!'1 Bottom of
1). Construct iJU 1.I.(J 1.1 EC;� .!.!) 3L COrC..ii 1C�' l•!1 L!1 t(�L:'!
,s c I eti. 'I�I't b I+ l Fp Drasnagesang
l C'.SCC.a , f3rd I t o ,X' 7"GYiIUVC CI c tc i_+•. ,.. I':. ..�1.`r..Q t _ ..
I�oTTon I P i
OF
WAY _ 1
- y..,:. a ��:i• „4 A w kI ELl VATIOfr t
A~4�M.t "r' 'II 11.! Iy„,, ., -� { / Points 'A' should be higher
:.. !'' ! [' • Elevation: Points A Ir/ than point 'H'
should be higher than
Points H.
Plan View
Li
z � N 18$
J Q �
�86 z CONC. DUMPSTER PAD
M.S. a, 149. 59 _S 6 8 39-f 5E
� � WITH STOCKAD FENCE gp 1 f.P f
DO' DEE13 -SA ° I S_ -39-l5 E LP_
i G R AV L
O I HAY -
m 17
o BALE GR VFL 90
cliPAVEp o0
BERM RAP LEV .L I
p d N /SPREDER TOF 0, 88 0
i
o /TO BE PAVED Qo
$E _LL cv
NSF T O y � �
Fc�iPl?L�LO LL J f 9D
PROP. BLDG. \ Q o Sh-II/Ori/�O7r
PROXa3600 SF L LIAGE LINE ,A
CID
o io 2 STORY �' > - r- J $$ ROO g�D
a
t 3600 SE
N d
O ,� 90 - 1` 2 STORY ,o
k �l � 01 �N FF 92.0 9�' I GRAVEL ENTANCE PAD
ID
90
A = 29,915.(9 SF �_
IEXIST BLDG. T0- 50� B,L.
PAVED ., 11_' i I BE_R_EM_OV EP! '
TO PAVED '
EXIST.
PAVE APE
' E h �
!
N 181 452.28 --N68'32`45"'W M.S. 5 C DRI E T J DR
TFE O BASE 85.0 15"" OVERFLOW INVERT 87.5
/ .�
E 197,394.89 - E- N6$-32-45" W --
----µ---- ------- -- C.B. - -
�' D- 552± LF- 15"ACCOMP (9� 0.560/0
T F86.6 Sw M H T F 90 ±
FL81.9 6" FL82,J6
1
o SULLIVAN AVENUE
' ---� ---6" GAS-
f WATER- -
' 1
i
PLOT PLAN TOPOGRAPHIC CONSERVATION PLAN L N
I
:3. L o Ciesiy!1,1L.L_,C1 w,1-,i:
p�
PROPERTY OF Vi NC_ NT '%I. PR =SZI L_ EO
SULLIVAN AVENUE
SOUTH W I N DSOR, CT
LUCEK ENGINEERING ASOC. INC.
NO. REVISIONS DATE
` ADD S�vo �EiUc/ivG�r>`�3 SCALE I 30 DaTEz_10-$7
CONSULTING_ - NC ENGINEERS w 6�9z 9-V-87 ;.
61, 490 BUCKLANs7 ROAD -. DRAWNKJ K CHECKED Alt([
J" SOUTH WINDSOR. CONN. m
203-544-0550
it
- �_ __ o :=• »sue: c�c �,_ r PROJECT 8 7- 12 SHEET 2 OF 3 F
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN' ACCORDANCE WITH THE
�Ti_',lA'.11-`.•..•�w-.J.�-CfailSv '.J 1r.a�RT1'�.hi.^.n.. ._fin. A.n -
- u ,. •'.--• -,xt-. .�•:...�.:.�.�.,.�,�Tn�.-..�.a�,.>..T-�.,,�-...�...��.-••r�...,..-.�.-•..•-r-.�..,,T�....M...,,T,.. `• � =� STANDARDS OF A CLASS A-2
SURVEY AS DEFINED IN THE `EXISTING "CODE OF PRACTICE
FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS", ADOPTED BY THE CONNECTICUT
- ASSOCIATION OF LAND SURVEYORS INC.