HomeMy WebLinkAbout86-91 Clover Meadow Subdivision Plans i II
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SITE ENGINEER PALMBERG & RUSSO
& LAND SURVEYOR 15 BARBER POND ROAD
BLOOMFIELD, CONNECTICUT 06002
203 -- 242 - 2775
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�71'C`G SOUTH_ WINDSOR
SOUTH WINDSOR
1 `7fT�Uxlb.,-Ct�P Ir-A
Assessor Map & Lot No. Owner & Address- Assessor Map & Lot'`No. Owner & Address
Z. 1.10I.cc- -� -- s �- — pieEcr/oti of 5ro?M SEw0Z .'
S"C� — ASS-- •-•�Df�.ECTiOhI O� 5�r.u7'A+ / SEt•Jt2 66 - 1 Batson, Virginia B. 9 Country Club Rd. Savannah, Ga. 31404 56 - 43 Macchi, Frank J. & Gayle M. 250 LeFoll Blvd.
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66 - 2 Slifkus, Albert C. Chapel Rd. 56 - 44 Raiken, Bruce J. & Catherine A. 258 LeFoll Blvd.
�������� ��� �� ��� `��v� 66 - 3 Slifkus, Albert C. Clark St. 56 -, 45 Sweig, Harvey S. & Sandra 264 LeFoll Blvd.
} � � �� l'�17L DP��� 66 - 5 Chaponis, Charles & Marion et al 30 Clark St. 56 - 46 Richters, Francis. R. & Mary F. 270 LeFoll Blvd.
5• � 7
o� L7 66 - 6 Chaponis, Sylvester J.' 81 Clark St. 56 - 47 Smith, Anna M. 171 Margaret Dr.
66 - 11 Chaponis, Charles & Marion et al 30 Clark St. 56 - 48 Laliberte, Kenneth A. & Paula M. 159 Margaret Dr.
66 - 12 Chaponis, Charles & Marion 30 Clark St. ! 56 49 Carlson, John E. Jr. 151 Margaret Dr.
66 - 13 Hathorn, John F. & Gubelman, Gretchen 11 Margaret Dr. 56 - 50 Zimmerman, Joel P.. & Nancy D. 6 Jean Lane
.g Martha
s,ew
- 1 66 4 Li Mtha Mararet Dr.
a 56 - 51 Kannenberg, Donald A. & Andrea P. 14 Jean Lane
66 -- 15 Rocco, Mark A. & Mary El).en Margaret Dr. 56 - 52 Newman, Harold R. & Colleen F. 20 Jean Lane
20/0 C, 56 53 Stetson, Stephen I
66 - 16 Goslin, Harold L. & Gloria 53 Margaret Dr. - M. & Elizabeth J. 24 Jean Lane
66 - 17 Violette, James R. & Carol R. Margaret Dr, s 56 - 54 Powers, Robert E. & Jacqueline P. 19 Jean Lane
66 - 18 Oliviera, Antonia A. & Ausenda T 109 Margaret Dr. 56 - 55 Canino, Richard T. & Linda M. 15 Jean Lane
66 - 19 Habegger, Chester M. 117 Margaret Dr. 56 - 56 Jordan, Mathew J. & Joann R. 9 Jean Lane
66 - 20 Dustin, Gary W. & Gisele J. Margaret Dr. 56 - 57 Gusy, Jeffrey J. & Kathryn J. 176 Margaret Dr.
66 - 21 Piwoski, Barbara C. Margaret Dr. 56 - 58 Handwerk, Neil A. & Susan P. 186 Margaret Dr.
66 - 22 Mccartin, Brian J. & Donna J. 110 Margaret Dr. 56 - 59 Ratzenberg, Irving & £cosalind 196 Margaret Dr.
66 - 23 Leavitt, Mac B. & Georgene S. Jacques Lane ! 56 - 60 Gozzo. , Gregory J. & Maureen & Gozzo, Daisy 204 Mz
_ 66 - 24 Demallie, Peter Runels & Anne Archibald 160 Jacques La. 56 - 66 ` Petrizzo, Michael M. & Monica B. 209 Margaret Dr.
66 - 33 Deluca, Nicola & Linda 155 Jacques -Lane 56 - 67 Schreiner, Robert A. & Yvonne B. 201 Margaret Dr.
C L &P 66 - 34 Kope, Eugene P. , Jr. & Cheryl H. 171 Jacques Lane 56 - 68 Deshler, Lee A. & Donna L. 273 LeFoll Blvd.
� R.O.W. 66 - 35 Bittner, Charles G. , Jr. & Victoria M. Margaret Dr. ,
Q 66-6 66 - 36 9locklin, Stephen C. & Mary K. 80 Margaret Dr, MANCHESTER
G 66-5 66-33
m 66 •- 37 Childs, James F. & Maureen C. 48 Margaret Dr. 3 Chaponis, Sylvester J. , Jr. & Cindy Mae 3 Burnham St
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LLJ 66 - 38 Bai.ley, Derrick A. A. & Douglas-Bailey, Hyacinth 34 Margaret Dr. - 15 Chaponis, Charles & Sylvester J. 30 Clark St. So, b
56-53 ♦ 1 66 - 39 Lukach, George M. & Rejeanne 22 Margaret Dr.
66-24 66-34 1--- 300V Shorts, Suzanne B. Chapel Rd.
66 - 40 Hubbard, Clifford F. & Lisa H 10 Margaret Dr.
6-54 U)
580 Shorts, Suzanne B. 500 Burnham St. West
000 W 56-52 - 66-36 66-3 66-3 6-4 56 - 4 CL & P P. 0. Box 270, Hartford, Ct.
56-6 Z 66-23 7 66-35 66- 56 - 5 Johnson, Evelyn F. Chapel Rd.
56-5 56-55 n 56-51
56-537 1 1 56 - 6 Murray, Barbara C. 712 No. King St.
z DRIVE ��vS 56 - 9 Moloco, Leo, Jr. & Elaine B. Chapel Rd.
56-5 56-56 w 56-50 66-22:11 �P
O4 56 - 10 Hallock, Steven R. & Louise LeFoll Blvd.
56-6 56-67 MARGARET 66-17 66-15 66-14 66-13 66-11 56 - 11 Schevy, Edward P. & Denise C. 239 LeFoll Blvd.
56-68 66-16 56 - 13 Yustinich, John R. & Carla M. 247 LeFoll Blvd.
56-47 66-18 56 - 14 Huff, John Richard & Maureen Anne 263 LeFoll Blvd.
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56-48 -49 66-2166-2 66-19 56
56-14 56-46 6 T a f Y
- 56-11 56-13 _a.► 66-12 Off`
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56-45
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LeFOLL RE App. 91217 - t,•.,tl„u
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56 44 �; ;: . ,X...�... ...... ... . ..SED::;:�: j i;:��, a ,t s approval Is ..ubjrct to till- cuodllian. uC approval of the •
`� Inland wei lands A;:.'nrt•/(:ons -rvat Inn Commission.
-4 56-43 � n �P 3
+� \ Y� .-::= �6:.;G:. - 1 17. I fur anr rr,snn t in itihcd f radin' and uLher siLc cork is noL f
56—9 . . .: : :::..:..: ..:..:....... . ,: :..,. ._ \� plated, the 'fn+�o I�nl;int•cr shell determine the amount of a cash
i : bond to::.:. .;;::.:.;.. ..:.. iu-1f };cilia{• and siLc work This cash bond must
::.:.:.:..... .:. :::-:::..:-. ...:-. :.::. ,....: . .,-. ,. .. ..:_-.. be submttLedr ,renr to ixtiu:ueec of a Certificate of Occupancy.
-SS 4-- CHAPEL `II . Wi11t.tnl M1ne.,if 16. footing drain~ will It(- rognir'ed !ur, each house. Prior Lo the
ROADbuilding of any structure ore a a topographic map, drawn to
RE. App, r1"'.17, CI,-v--r `Ir:,drrw a scale Of 1" _ art' , ~hall bt• submit let] lot cacti lot in the sub-
Q\J� divisinn, showing pr„posed cnnlours, PlevatIMIS and the location
% 01 the fouling; drains. ;10 r vii- o}; pctmild will br issued until
3. All rights assorialcd wiLh (:Iarl: SLI't-ct should be dedicaLed Lo" the proposed Lunluurs, flour efcratlorts and location of footing
>• drains have been apprnvrd by the 1'oun I{nginccr.
Town :IS shown as I bP plans. '
17. nr:t iny;r I IIt I-. -.It I'di rl•<1"n .:o 1.j,•rI In the• appr„r:,1 if I!I"
�. Tice Public Works 1}ttartme•nt will be• very watchful of Life ,ro used
56-5 1 1 p Towle l tt::l net-t .
56-4 66-1 I� constYucliun an l.eFal► ilnule.'are{ which the developer should be
('V 300V made a.arc of. 1S. Prior Lo commt•Itt ,•mow of sill wnr4', a meeting tnusL be held with
�V • ul Hit
- Town StifIf.
Y ,in oa�rmr•nl in till uamr• e 'lower nl Snnl le Windsor Should be
placed across Lot b. In addition, a stone dull path 4' weds, 19. \o buileitny per:u,r will be issned 11111.11 ail Lhc• conditions of
C3 with a pi: •t and rail fence It the entrance, should be installed. :Ipprr,r:11 it.1rr bt•ro , olapIIrd with, and the final plans have been
This will ,cress Lo other town owned properties on Margaret Dr. - [tied iu ilic (111a,e of Ihr• Town Clerk.
�[\ 6. All deeds for the roads and casements, must be submitted to this Slack and white transparent mylars of Sheets f , 2, and 3 together with
580 ,...,, Comnissinn prior to filing Lhe final plans. They must. be in three blueprinL copies of file entire Set of plans, must. be submitted to
��`` p;,,; `+•�a accordance with this Commission's po] io• for accepting deeds this Commission Lo be- sLanped and signed. This letter of approval must be
(attached) and must be approved by the Town's Engineering Depart- reproduced on the plans, after sigutng the my'lars. Lhey will be returned
ment and Town Attorney. The dvvds for the road will be ht, n ld i
�+ to you and must he ill
tiled i tiff- (:Ie•rk's Office within 90 days.
29f faaa SULLIVAN AVENUE • SOUTH WINDSOR.CONN.06a7a CS[rOv until completion of the subdivision and then referred to
I b, � AREA Coot 207/644-2511 the Town Cr,unc i 1 for acceptance, t'el t• I I it r lours,
7• 1laIer slialI I..• supplied In IIsis snbdtrlsi,.I, by 1letropolitan
`larch "'7, lrlf i IIisLricL Company. fir.
S. ,ill Intl must be CnnnccLed to Hit- sanll:,ry sewer s sLCIn, and are . r{->'
S' LuuisP C. Evans, Chairman
,Ir. ICflliam .[man subject to till approval of the Water ['"llution Contral AuLhority• Planting 3 "Zoning Commission
i665 E11ingLnn Road
OVERHEAD South Findsor, CT 04075 9. Street lighting shall be installed in accordance with Life policy js,.
BRIDGE established by fit(- Town Plareager (see tttaehcd).
Onear Sir: CC: Plareia A. ISanaeh, nireri.or of I'Ianning
10. Street n:uoc:: and locaLions of fire ht•drants are subject to Life Richard P. %IrLel , 'fuw,, tingtucer
RE: A x1217 - CJncr•r i•ieudo+ approval of the hire Plarshal of Lite 'town of South Windsor, Street Thomas D'Auria, Building Official
2 pp• name and supporLing posts shall be installed by the developer
at till expense fit the Town.
O,o Please be advised that ill(- I'llu,ning X. %unin}; Commission voted on harsh 17,
Q�v 1987. to approve the above applicalinu for n subdivision in an A-20 zone, 11 . A liability in::ur:,nce policy slfall be -:ubmilted to this L'umtnission
O as shown on plans pi-Ppared by' 1,almberg F Russo, dated 11/24/86. Sheets naming; thr '['own of Sonlh Windsor a:. ao insured, with a combined
�i ] - 12. This apprevll is subject to the• following: sin le Iinif for btedi! in ur Ind/or ,roperL damn t in the
D� amount of g},000.000, )' 3 1' I I )' g '
T 1 . The plans shaI I I,e modiI led ;1:; tallow:::
SOa. IluiJlliug liu,• on tut NI :;huold show the side )yard 12. A dralua};t• :issrssment Lee iu tb,• amount of 59i0.(10 (fur I9 IoLs)
�y Coincident with proposed easement. shall be snbmitird to this Commi:u:ion.
b. A foi lag:e lilt,- shnuld fit- .hewn nit tlicg map, or a �' /•�'/2�
nuts added th;I1 tilt• site is not wooded_ t7. Quantity estimates must be submilted to they Tnwn f:nginccr for Lhc
C. on lot -'12, the existing garage Should be removcd purpose of deivrmining subdivision bonding. Intl all bonds shall be
and so indiCaLed on the plan, posted prier In fil`in}t rife plan::. KEY MAP
d. 1 w dr should be added l the plan stating that. no
` �•7 new drit•e lair; will be allowed on Chapel Road or
(:lark %I reel (2 nlrca dy r•x i:.I )
�O C. Sonic assurance should be given Irnm your cnginec•r
O�Q that sight distances :ire zis iu cien[ •
AMCW
A mule ::bould be :added >:i:,tiu}; Ilutl Ihere ore no CLOV ER MEJM%L0
...I land:: of I food hazard ?.acre.
g. A tely try sewer mu in
snit, be added ali et.alignment
of th A RESIDENTIAL SUBDIVISION
malrly stalinn Z+:1U in rnsnrr• pfnper alignment of the
sanitary sewer within t)te roadway -tied to also aecommo-
The- 1xi in:: ll wabltt of Ili►ifies. . SOUTH WINDSOR , CONNECTICUT
- h, , The maxirnnu altos/b1P ilislanre• between sanitary' sewer
mantinlex i:: 31}(1 , AdjotitmeRl:: :should be made to bring
the ::nisi 10- y sewer 1 sues 1 tole g Ll inn disc Lo s to and OWNER - DEVELOPER
stalinn 1}I+:IO to 13+60 Lie bring those distances to
conformance.
i. detention
rails should be inSLnllPd on Lot I around Lhe WILLIA.M AMAI V
dclrntintt bnsiu.
j. The saniLary sever InLeral ore Lot 16 will require a 643 STRONG ROAD
Clean out if Lhc lateral is in be installed as shown,
k. A Vi1lA .I cross ct.rL lic for Ise orthIty shaald be Shown SOUTH WINDSOR, CONNECTICUT
given t.hc Correct. Utickncssrs for till Lvo courses of
pavement applied (2" Intl 1").
2. Clark Street shouEti have a plvemr•n PHONE_ 5ZB-3564t improvement 15' from center- , -
line of the exi,Iifig pavement . Thi:: improvement should include
°curbing PALMBERG & _ RUSSO
and drainlge. �� !.; .
r) IN ;�I ' � .� LAND SURVEYORS & PROFESSIONAL ENGINEERS
D , c,a 15 BARBER POND ROAD
THIS MAP IS COMPILED FROM OTHER MAPS, DEED
DIMENSIONS AND OTHER SOURCES OF INFORMATION ' '� `�;- BLOOMFIELD, CONNECTICUT
' l 3'! ' fFpA ,tl�l' 242-2775
.1'iC (, ,.t`'Lt tj l 1...1 1„ _ �. �� `'5=:$, �..•y5:fify �,yo
NOT TO BE CONSTRUED AS AN ACCURATE SURVEY BY SCALE. DATE SHEET CHECKED NO
AND SUBJECT TO CHANGES AS A MORE ACCURATE ���„�;,e„rr --
SURVEY MAY DISCLOSE. � °'° L.M 1i1=200` //-24-86 /
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Loc,li�---cep tir-A A--to P.. �►n c.rc E
,cpr 08 Z. too lr�t,h.�.�p ETt.A�-►D'� LcxP-T�p o� 7�4.
P�t�f-�S�7J�
oN k-A"V Lcrr G'P•N�c�J
COT" J£3r Cam; J .CDT /7` -7, -Ir7 Tz:) 'zr i'E�06%nb -R=Nt-4'r5 c(--
.LIST 3
_ s 6_' - zs -�o r* 6�ib•2� _ __ 8. S1TF F}r�_A =J3.09 t Ac.
l-79.7.2,' 143,65' J21. 97' /c�.93" 9. 517--- lS A107 4OC-1TE.�] ItQ FZ-40ID ZOOM C,
\ f MERESTONE COORDINATES (M.D.C.)
i
SEE SJJEF�" d/c>
I ' o Meresta e number Coordinates
nates
699
193,189.40
-C.OT- ' C° ' 2 165,008.42
UJ N y _ _
r1 Z0q -,ZO SS.Z S.r # 19 3 ,2 2�^ .6$
EA.�ENI t�/�LT TD ('S prE�h✓ CD% z (b I ° y / �C L_ .�l-rC Er 3
} O / (0 165 013. 77
C` 'R� ��� 7Z)WN1 of CLJT7-r ; \ qua - 23,305s•r• (off - (� s_1_ 1 �/ 3 193 225. 16
w�1J.� - . N N c} r!`_ ` ,t 1 /p=�� 9 moo" '
4 165 ,086. 80
/8'•77 193 ,422. 71
,CL)i J•Z`� } t� �^���3'-� -- —_ ._._-- ------ 164 ,987. 39
193,642. 82
f/F�15�II.!i V�•C�,�y F_STF1TG �
1U a' - cis 5- �-JSo.Q� RJ3
Z-� /� 6 164 ,961. 52
/ 4 11�.52 / � S 193,851. 79
1J 65,41 l,1 '
164 ,927.56
7
. •� �UGC3y �CHI.l1.= 194 ,126.20
s i 8 164 ,770. 15
194,474.72
9 14 781. 54
19 507
4 ,507. 2b
c - C;��--� Z- go�5.oz ' 10 164 ,692. 43
/J8.4�
Q ,z°-qs;- ti' 1.3�D• y'_ 194 ,461. 63
� id-
J
_ r
91 11 164 ,72b.61
5. "'� '�Cn- y y� ` 194 ,449.67
/ S? 'yD7'-JJ't.� / / / ,����� Jos 4.�. ,
i 66• t, ! !I' COS' y 12 164 ,881. 99
�45D>-i S.F ' n �T 194 ,105. 61-
�'T /zc3 a- �._• / /� �, 13 164 ,912. 31
! '
193 ,860.64
a� �.-.��.�' 14 164,941.82
i+J7
` 193 ,622. 24
C -,3q.P-7 L
/12.�f -1E l /
�'IS F13 /6 / 15 165,041. 23
:cam.so� `�7 GL3� 193,402. 13
N 6 r -52- i J ciF .34 TpT�l
164 ,992. 54
of zso-O7'-/1"F STREET vuE FlSSUMt` 30 F�Jr�r 193,270.43
17 164 ,987.20
193,267.92
CJ41--�PE.L r_) 18 164,953. 95
193 ,279.95
ZEv. 5--J-S7
SUBDIVISION PLAN
CLOVER MEADOW
A RESIDENTIAL SUBDIVISION
SOUTH WINDSOR , CONNECTICUT
REFERENCE MAPS
OWNER - DEVELOPER
"Pleasant Valley Homes - Section 7
W1LLl.AM AMAN
South Windsor Ct." 1"=40' 8-6-82 A�� ! % C-�•.�FS1,-1�-[ o i r1
Reino E. Hyyppa & Assoc. Glastonbury, Ct.
a� v� -� 643 STRONG ROAD
"Pleasant Valley Homes section 8 t �.,��W.��. =t���_.i; ( ,=��;,.,�. z-i�egL� SOUTH WINDSOR, CONNECTICUT
South Windsor, Ct." 1"=40' 3-28-83 � �
Reino E. Hyyppa & Assoc Glastonbury, Ct . PHONE 52$-3564
I�rt4ryi
year Off` ����_f.',r'
"Conn. Light & Power Co. Barbour Hill SS _?` = v. PALMBERG & RUSSO
St Junction" Survey Plan from � Q�/�yuF e ��I,
to Clark y 64e��'vp R '.pa<!4 r o,t,�4t a a.F+ter LAND SURVEYORS & PROFESSIONAL ENGINEERS
Sta 188+95.83 to Sta 250+84 (vicinity of 15 BARBER POND ROAD
Chapel Road) South Windsor, Ct. 1"=200'
- of 35n�_ i ';^ .ter, 18Tf��o�'� 4
5 17-66 Sht 3 i
4 ;_ 00 BLOOMFIELD, CONNECTICUT
- "Preliminary Plan Cha el Road Reconstruction" `' � .� 1 ` � •�f < ,►.'-�• ,� � fFs"' E`'4"b`` 242-2775
1econ Reconstruction"
till r ti'l:
Fuss & O'Neill Manchester Ct. j` f O.suv�+s'� ""'"'E BY SCALE DATE SHEET CHECKEQ
1_. , .�,,,, � ,''
1"=4' vert. J ► /"='%O J!�4-8b �
ay
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,C(-)T /-7 it ,�QT /-767 .CCU% 1-23
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135.v3" l3511�' 1�.3,S�i
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SEA SrrEj—=T #z 3�
1 I I_W I
LOT N/p
4.OT .,/Z r,� I � �� = 20 z45 s.r. 11
_ 1�- .Z4-"SF•'"•'.v5• r/ LET� ,� � HL�/1 �3�.�'I� 5.�. 4� �� A2E � � rV I
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SUBDIVISION PLAN
C - MEADOW
A RESIDENTIAL SUBDIVISION
REFERENCE MAPS SOUTH WINDSOR , CONNECTICUT
"Pleasant Valley Homes - Section 7
South Windsor Ct." 1"=40' 8-6-82 OWNER - DEVELOPER
Reino E. Hyyppa & Assoc. Glastonbury, Ct-
WILLIAM AMAN.
"Pleasant Valley Homes Section 8 tJ~'`'' "' `� ��� � -�+t-1�7:,t]�� ����•, - L.:� -
643 STRONG ROAD
South Windsor, Ct." 1"=40' 3-28-83 SOUTH WINDSOR CONNECTICUT
Reino E. Hyyppa & Assoc Glastonbury, Ct . ��-��,� A,zo ��e PHONE 528--3564
p�trxaxres�Pt
"Conn. Light & Power Co. Barbour Hill SS n
",,,.. �. PAL1111BERG & RUSSO
to Clark St. Junction Survey Plan from Oc)NPt N.R.-;-
Sta 188+95.83 to Sta 250+84 (vicinity of ao,�QG rP h?gPµ„
Chapel Road) South Windsor, Ct. 1"=200'
5-17 6b Sht 3 of 3 2 qr
}. LAND SURVEYORS 8 PROFESSIONAL ENGINEERS
� .1 15 BARBER POND ROAD
No 8048
"PreliminaryPlan Chapel Road Reconstruction BLOOMFIELD, CONNECTICUT
Fuss & O'Neill Manchester Ct . 1"=40' Horiz YUItiti Y r
Fuss r "�4w �i/�E-�►! �r 4�rr r„rryq�_ Z�2'Z775
l _. 4 vert-. �N� t-.).vlti'�.,.�' ',� �<+ .� -� o�-
, ,:,P�,� ,,;�.t., ._ BY SCALE
��''ll DATE SHEET
CHECKED FL
I
`7t I,-A
SlTE1
L9F 17
774E M�-J,.r or- -)T�+ PLF!�':/\i�l"1 v�',` 1 ' F�.►/. - t� �.P +. �L y .
� I _ 1 i r,nr C-HAr1� \ �, 51T� HFZ�R = /3•D�i AC
//g _ ] ! �(_1 ; i`?��1 �r NK FE1.fCt l
,c>rx.A-r/ZO IN F,ccvL) r1AZA p
!/ I ' lam i! �,, � �y�UaS \ \��G•��l��I-"� �i�.��"�71- +���"1�"�..•-
/ / - � '�" l �� i / 5 bo • ZS"-SQ..E. 656.2.b -� -'JF •�v�; � � '.� �` � '� aX '� � \ __ f t, ` �
f�Xt`:1.tF' .7 � i J48.�S' /z r.c1 7' � /(�S.�-r3, t� \tom���M G•,~r /t��� Y��1y1/Yjc��+�cC.d�
Z
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Z / /ZZX + �i�E Sr rE 1 S
G1=�S�-05"-5-7 R / \� T 1 N�� 1 ^/ �r
1 f �� 'Q r�.? /So.po" � 4°(6, Q Wl0_ \ (3 NOTES
1 � 1
/ 1�
',,�o�- � Q � 1 � \ � Item i, in the approval letter waived by the Town Engineer
r L��JJr�p� due to the relocation of detention basin.
4,141 ED ><N� \ a=6°�3'-ab" FJ' ' `J�-c� p'� 3 } i Clean outs shall be installed every 100' on sanitary sewer
laterals.
I z /so.c0 Izz�7
m
1 � � 12-355.02
The site is not wooded.
\U � \\ /yam �/ I� � J�•c ��� u��_,4,/ _,�' .---•------ �- , 1 No new drive cuts will be allowed on Chapel Road or
l� �' Clark Street.
ZLOT \I W D .ic Water shall be supplied to this subdivision by Metro-
// {{ politan District Company.
- '"�!- ` " .. �- �•J� f � J All lots must be connected to the sanitary sewer system,
§ - _— -1�° "'y 1 and are subject to the approval of the Water Pollution
/a�oa'
/ Q a +�� /ux3 � J � Control Authority.
/ �zcA _µ53c s.c. ♦V1 �• /. ,_-�4o6co, ,n { Street lighting shall be installed in accordance with
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CLOVER, MEADCNY
A RESIDENTIAL SUBDIVISION
SOUTH WINDSOR , CONNECTICUT
GEN D OWNER - DEVELOPER
WILLI AM AMAN
/c3 peoa�s� ca.rrovRs
643 STRONG ROAD
/opxZ F,CiST1NG spar C��
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PHONE 528-3564
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PALMBERG & RUS54
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LAND SURVEYORS 8 PROFESSIONAL ENGINEERS
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A RESIDENTIAL SUBDIVISION
SOUTH WINDSOR , CONNECTICU
LEGE\4 D OWNER - DEVELOPER
— —rcY� — =�15YJNa_; GOJJiZ�UI�S
.� n�DFUSEO cQvroc��s WILLIAM AMAN
/cotz �c,5r,�.>G s�a� G�aoE 643 STRONG ROAD
cc J PeoF05ED SPOT GRAD
SOUTH WINDSOR, CONNECTICUT
— — — — ,S i P l.i G STo�M SE1•l E 2
— — — --- — PHONE 528-3564
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:,p BLOOMFIELD, CONNECTICUT
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r) rasa./ Item i. in the approval letter waived by the Town Engineer
due to the relocation of detention basin.
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} \ � •Jr laterals.
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�= /- 1� __ r �,_ ! 11� 1f� _ - into new drive cuts will be allowedon C;ha�>ei ad or
�-'' Clark Street.
Water shall be supplied to this subdivision by Metro-
politan} . Np� �rp , r ■i �r t Ix 3 ?. �--,�`-1 -�• •I l� �._. - - - r .� -
/ 9 �,'• -,,3 ,/ //8 - = - - _.__.... _ - - _ - \ 1.�. District Company.
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xz f I the approval oval of the Water Pollution.
i /.�� ,zzx3 an are subject to
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/ rr -� - - .•r ,, a /. _ i� Control Authority.
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P V Street lighting shall. be :installed in accord:.tnce with
) �Pf / i` - - jr i the the policy established by the TowlZ Pianag er.
r _ ---.._.____:__... _-.. --- -- - --�- �' =' �. - ---_ r - I Location of existing utilities obtained from Utility Companies
/ux4 ���; l location shown approximate. Contractor to verify in the €ield-
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call before you dig I-800-1122-4455 .
A meeting must beheld with the town staff prior to the
site work improvement On (lark .street.
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`�T' 5 �11P� °1LC�y A RESIDENTIAL SUBDIVISION
SOUTH WINDSOR , CONNECTICUI
,( JC_::'GEIa D
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WILLI AM AMAN
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EROSION a SEDIMENT CONTROL 'PLAN KEY
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smzm SEWEZ. PV PERMANENT VEGETATION COVER SOUTH WINDSOR, CONNECTICUT
P2oposeo snow+ SEWEe TV TEMPORARY VEGETATION COVER PHONE 528-3564
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CE CONSTRUCTION ENTRANCE
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RogB BLOOMFIELD, CONNECTICUT
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PLAN & PROFILE
"
CLOVER MEADOW
A RESIDENTIAL SUBDIVISION
- - - SOUTH WINDSQR , CQNNECTICUT
OWNER - DEVELOPER
WILLI AM AMAN
- I
643 STRONG ROAD
SOUTH WINDSOR, CONNECTICUT
PHONE 528-3564
PALMBERG & RUSSO
} ,
- 1 LAND SURVEYORS & PROFESSIONAL ENGINEERS
15 BARBER POND ROAD
BLOQMFIElD. CONNECTICUT
_ 242-2775
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CLOVER MEADOY
�r-flr 1 .............
............
A lit I
-- ---- .......
A RESIDENTIAL SUBDIVISION
7-
k
.......... ......
........... ...... DEVELOPER
OWNER
.:7.
7
SOUTH WINDSOR , qONNECTICUI
?4l i p�e__
... .......
.......... . ......... ...........
7 -----------
. ......... ------
7
WILLIAM AMAN
so
UTH WINDSOR., CONNECTICUT
-JAI PHONE 528-3564
L
....... At F&�L
7 -------
7
:7 4w
LAND SURVEYORS PROFESSIONAL ENGINEERS
7.7;
Bjiiogq'1334Ral,
3 ?, 1 15 BARBER POND ROAD
too A 3TAJq
143�
)ST3iG
A RTAJ9 A E U BLOOMFIELD, CONNECTICUT
03D 'ralcl fll� -
242-2775
SHEET
y SCALE DATE CHECKED
eq" vezT.
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IBIS •CF � 5- �,/fo % �' n`�1 ! y t O o; C. � --•-, .• — �,2()AdSGl7 .ST02M SEWE
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. ............... --------- --- —7-- 77— ........... .. -NNW w
_ CLOVER MEAowA RESIDENTIAL SUBDIVISION
.::::::• . - SOU
OWNER
MAN
.7 WILL
--- - _
.. .. .. .. .. ..
DSOR
SOUTH WIN
TlCU
PAL RUSSO
---. .--. ...- ... ....... _ _ . _
.. _.-._ . . _.. ._. -. ... . r -. -_.._-. _ ...__. : _-_ _ -- D SURVEYORS & PROFESSIONAL ENGINEERS
-
..__._... ._.. ....__ -- �s -�< �� � RBER POND ROAD
..._. .--_.. n' _. _..... -- - - -• __. ... ..... . ._ ---� �.�+tom _4 fi • � �
/C- K30sT3l0 Bl.oOMI:IELD. CONNECTICUT
3JIi6fl9••TD39F;�°t ec'u ru t13s:4ui + 1
A 3TAJR
lM13aS7910 :' £o'i�`we•a'eo 242-2775
Y ��r�i �?Jb
� • ! •�F'.irOWt.1.cl�6r�a�o BY SCALE DATE SHEET CHECKED N
r
77F'= iiz os
r -
� 7
lo�u. 3 NOTES rl
p Depth of 4" gas main in LeFoll Boulevard to be determined
prior to any commencement of site work and Engineer
notified as to its exact depth where it intersects the
CA&,.7 ar LC�T' 13� I proposed store: drainage on t'he south side of LeFoll Boulevard.
Location of existing utilities obtained from Utility Companies.
location shown approximate. Contractor to verify in the field--
�7A;a `\� ��O,t call before you dig 1-800-922-4455.
to 55 yr �- S 0
S3 \. EF_ 1JETA,c Fb� �ya „ 10,
J /,,/` � � f� �� ) E4.1J.r11JT I�+l�`I-L r?�
IV
'�
i
NIPS SIZE RMO
oc_TF)1�J �7 F',�Olii 7NE TF % F11 1 CAM ✓P`�
��t
✓�, a SF�F- SNEcT �
9. �l 4TtAlurl.IG TIDE
�v U 74F- '4-"GRS lvlAW /-Lc oes/GJ greo `y
E ��� L �✓ 7FSr /r P Qom/C.-::o
S F�STWG SAKII /:I2y SEWEfZ
/rqp I� _ EaClST'1NG STi7�M SEY•IEfZ -
pQOFOSr t> S-roq-m SE�-40-
�►� G--- eyUSrIN& GAS
�71 03 4' W LS— F.x-IST/t 4G WATER
0
-Q I
s-l-�7
ZEV. I.z-/Z-e6
STORM DRAINAGE EASEMENT
REFERENCE MAPS N 2
3.2"-z�+'7'-GYM•/J � N 32-'- 2 7''G� /-.r
„ _ J s .-, -1s 77' s�,�.3 CLOVERADM
Pleasant alley Homes Section 7 p �3 ,,,i ,t/
South Windsor Ct." 1"=40' 8-6-82 -
Reino E. Hyyppa & Assoc. Glastonbury, Ct . "E o� O ��"
,�1 O.o.o/ S so'"o,._07 w � N 3 c',� sa•-�3,.� � �. , A RESIDENTIAL SUBDIVISION
"Pleasant Valley Homes section 8 / 6�D' SOUTH WINDSOR , CONNECTICUT
South Windsor, Ct." 1"=40' 3-28-83
s 77 - -7,-CKS."E OWNER -- DEVELOPER
Reino E. Hyyppa & Assoc Glastonbury , Ct .
"Conn. Light & Power Co. Barbour Hill SS WILLIAM AMAN
to Clark St. Junction" Survey Plan from 643 STRONG ROAD
Sta 188+95.83 to Sta 250+84 (vicinity of
'"ram SOUTH WINDSOR, CONNECTICUT
Chapel Road) South Windsor, Ct . 1"=200'
5-17-66 Sht 3 of 3 ) PRONE 528-3564
Jj
O�perrrrrrarrl l�tTrzrrr4 !r C
"Preliminary Plan Chapel Road Reconstruction" F a%% :� ' pf a°NSF I{P Q A L M B G R G B U S S
Fuss & O'Neill Manchester Ct . 1"=40' Horiz .`inep`' 1 R�
/t/�I
` LAND SURVEYORS & PROFESSIONAL ENGINEERS
1"=4 ' vert.
p`* - 15 BARBER POND ROAD
"Sdction 7 Road Drainage & Sanitary Plan &
/a-z
_:.' '� � try. os - �,►'- � `�:J .�. sans. , �.a BLOOMFIELD, CONNECTICUT
Profile LeFoll Boulevard & Jean Lane prepared
for Pleasant Valley Homes South Windsor, Conn." E Scale 1" — 40' Hor2. 1" �. (�1 242-2775
AS Built 7-25-$6 cal f" e �4 a'e\ _
HE ti�lti'+t_ it s „ F .. :�' °yam sum ;o► // + � �yt. DATE SHEET CHECKED
j. P' rrnrrFre�r �! / j' ` r F�,a gy SCALE
Vert. by Reino E. Hyyppa & Associates Glastonbury f _ r
Conn.
n
N
SWALE
BALED HAY OR ST IiAW
t
POINT OF APPLICATION BALED HAY OR STRAW — ---OF GRADE '
A I A I
' * Ic 1 11
/ /---BIT. CURB BIT. CURB o 1 L• o I •
I V
� I 4 11
3/6
cr Cr
o
3:tG ICI 3r/ a _
_j
6" PROCESSED STONE I`� BITUMINOUS CONCRETE
SURFACE COURSE (COMPACTED) CLASS � BAUS TO BUTT PLAN
6" MIN. PROCESSED GRAVEL 2" BITUMINOUS CONCRETE BASE BALES TO5uTT TOG
•4 BARS OVER NATIVE MATERIAL (COMPACTED) CLASS I ' -
4'.O LONG
PLAN NOTE "A" PLAN CLASS -A-CONCRETE _ _ 3 - to-
POlfi£O e4 PLACE OR 2 2'- _ 2- 776
ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED PRECAST CONCRETE I I
8, •tAT BALES AND FILTER FABRIC TO BE PLACED OVER GRATE UNIT. _ t�Z- t/2
�q ht PMENENT OR GRASS IS ESTABLISHED, ALL OTHER ,C 39.6 2�16-
BASIN TO BE SEALED FROM RUNOFF UNTIL PAVEMENT -.
ANDGRASS IS ESTABLSHED.
TYPICAL ROADWAY SECTION - V
Z 2.2FILTER FABRIC •� •r
cLCr+ BALE OVER GRAT 'EA +2 +!•-STAIcES aO
N0� TO SCALE E EACH BALE ,�
ExrcT GROUNA E I %I GROLN0 OA I S
P6vEuf Nr[DO NOT '
N
;+AKF IN PAVFs+EN T1 It. I CIRAAIA.C.E OPENINGS IN 4 'BALL
PERVIOUSLrVATION L AL?OYE I T 2�W,c= I AT CA IMMEDIATELY ABCNE TF
uAx DEPTH ] ' • 1 ELEVATION
r2x4 trooden stakes driven xT
! win. of 12 inc v
lies into
the grwlrrd r --CATCH BASIN m L < tNSAEIOT SOILS _
� T - BH CLASS A CONCRETE
Filter fabric ', •✓:�.r, � wooden lateral f�� t� �� `o � g tNG Oh WALL tl ft7 Uf1175
tuekad • ., cross braces 1 y ' • t ►_-
tS-!2 tn. as needed �c A { CQ�1C
MiEItE Jlgl{1C Oil �K1cSONRY
fart V• }' iL��.•.� ,N
grade S E C T 10 N S E C T l0N CO"C*ETE LUT3 ARE LrED•
CORBELLING WVLL BE, IfR-
WITTED MAXIMUM CORBEL
AT SWAL E NOTES AT LOW AREA 'e '� . To DE s-• NO PROJECTION
F10w Tc IiAYOALES SMALL DL MAINI•t,r1i u ANu/OR � ' SHALL EXTEND 1HStUE OF
IIOW �— `l•� x '.EPL.ACED Ati REQuIREAOR AS DWEr-rl D fi T 4-O- 3-0 0' LIMIT! NOTED BY• •t
�'-4- CLASS -A
FENCE .
.. THE ElJ61tJEER
FENCE AAA? III U'•I 1 Ilr i'1 nC t t)f HnrBAL E S - ONCRETE OR 1'-4'
PRECAST UNIT
- Catch Basin - 11 1 '11 �. •{ SECTION A•A SECTION 5-0
HAYBALE EROSION CHECK �HEnE saTrou rftEGAST Co++CfIET[
ilt Fence Installation at Ar:l���•1TTu_71•{.��Z*X3' vry11 13 usCp on s1�yP HE TOP SECTION S
r .7{A [,iLCK OF- TN[ LlltlT !HALL ![ -Alt LEAST
I , ! 11 aCLOW THE WTTOM Or THE ,f jrx }�A��� y�CtaM7 CxCt[DS 10' , 3TRUCYLIME WILL BE
?L_-t 1nsLllat�n at Catch basins /v•T� PIPE OUTL.(TTINC rROM THC CATCH LLAlA(0 Al EXCEIE URC OVER 10' OCEP Of
fAflk.
T1i- TYn IFIECIPIEO. v/ALI 1 Of 1TRUC7uRE1
TYPE 'ICI' CATCH BASIN OV.R 10 DUP TO K 1%:AEA1£O TO IL
P wTCblt TH14KNC11. IN11DE DI1lf.M 1-ONS 10 REMAIN
(NT`5 THC SAME .
S i
2 CZJ'SHEp +.4i w w t1...a. bt.• SE4Ix Ff
1 0 ` AJOTE : v
90 I�1 Iall _' --` r � \ s OCK94T MoE�i r/ED Z P-P_AP 1`qo 7 ) LIE /z"
MIt2AFI �' '� '! 7NWC MISS 6,t�1N), W/TN /2" l3A1.l1C Zum
1 _ f GZ4v� U1,ttJE2�larrl.
�,n-` _ t... .......
9 TN!`. /� �•��� �- .—.' �eut.tldT .11r t.«...A1,.,.1 w ---° 4 • iV�
rf N
�1—9—
t...� •..,tt r�..+1 d}��j�CS ?Ldt.t:v 1Z.. �• I
•- Sourer: U,S. Dtpartarni of Agriculture, Soil- Conservation Service, Storrs,
Ca►neeticut,
I2' lt�OIF7F�D t_'IP-,CAP
G�NoT�.tJGTIoN E) !T Pf�p �� r ~: ��\, jML(---r s LGiu_cyAY 3�st�l
o.. I —_ � -� C L.t
I\ ( 1iLT TO STV.TL: cT- CC:U�!
Lil
Placement and Construction of a Straw baby barrier • .uc 4 c.o 1 J - /7�.//_
�g )6 A1QC1ioR. `�P) ()
= 2�D Ef`4b SECS/dam W1 1-H P.+P-P.AP -- — _. ,r_t /� C)UTI.�r PIPE--
A�.I.�..'s, I
F°J''�. G12ATE� l�I/ Icy
Plateneni '4nd Construction of a Straw Salt Barrier � it � � I�Z SPACIIJC,�
I
straw bale ll 1. Set posts and ' Staple the r
trench Stake Posts , excavate a 6%6" ;lire - -I wire mesh
1. Excavate a trench , .. . ! II r
4' deep and the. Z. Platt and stake trench, set post fencing fencing to f1 II II VQ AWCI401?_ (VYP)
g t I 9 p p _A I ,i o� I/7" 0R I F i C E, PL.A -E,
binding stray bales, Angle i0' downslo e. end post. f= '
width of a straw
upslope for ,
bale. It re or 11. tw stakes per ! II-
width of ba a twine �tlq bale. stability and I �� r�PLfZ� PLP+CEf] A� SFiOt•11�
, ,• self cleaning. ,
`.th_I1l=Y1dIlittinily �r r •. •
�tl�ll'L_. tll�ll 12" min. =u _IU13t1a
tnl=Nl='''I �" depth
z111RI-1,
'w'.
VV C
o .I =41� - `^jl 1 ; / t •``'`\ NOT1�.S: 1. Joints to be tongue and CCaa.)L i _ OWN=tL
pack I ' I ' I t _ _ _ _ _ �-A 1 groove or bell and spigot
t �/-
stra+++✓r r 3. Wedge loose straw compacted �- backfill and Filter I I 3. AtEach filter fabric ' 4. Backfill the j 1 I Ll` *-- ! as required to conform to �-
ta I>ti between bales to backfill Fabric to the wire fencing trench and
Dias 4r compact the g � I I I 1 \\ /% 1
create a continuous excavated soil ''' and extend it to compact the I installedpiTTe
barrier• as shore o0 the I the trench. excavated soil. }_� r= ._ �I r
f ?_. 41'� ll i;hickness to conform to FRoti1"Tr ELF.�/PrTlot�l CNT�)
uphill side of I� t �, � 4 — '
y rI r1L'tt the barrier to i' f��';�? ° to pipe thl cknesg .
1 r 1 I {o,p acted •• Tc
prevent piyiry. COcMill T•c"x t• •wov...c[A
Ii1=111 �L. ji$-;; III=III=uj :{'l'• u-!r/ PLAN SECTION Y-Y
h lTv1=IUI.•ItllWatt fi- - _� ,',lnzl=r/
Tit
• •• -':'•„Yrf ``� rlt.,tin- e...ct w� n.•�c OCITLCTCT1T�J.3l1GL! f 111
TAM-
I , Bottom of ' " _-- 6LbvA-TtdLl - afar T1]
I Drainageway `" \ DETAIL •A"
I I _ t
+ o,. .. ' s I\ �EI/ S-/-87
\ �. /2-�
DETAIL SHEET
I BIOTTpM I L xc ° c o: E c I
EL E'/AT I01L ___1
o� Points A' should be higher
SECTION x-% MEADOW
OrjlL�41=' �_ l I than point 'B'. Euo VIEW
1./lY PLAIT YIEH -�- '
CLOVER
•r. t, rs �M��, Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs,. A RESIDENTIAL SUBDIVISION
Connecticut.
DIMENSIONS FOR REINFORCED CONCRETE FLARE
CULVERT END REINFORCEMENT SOUTH WINDSOR , CONNECTICUT
Or�LAVER O,A_yinCENTEAOF
Elevation: goer t o DI A. A B C D E F R R MIN. oc I�N.AAREAOc
_ •r' y should be higher tLaa - .
_ 1 z 1 sTE OWNER - DEVELOPER
-.~ Points b.
Is, 6•' '-3•' 3'-10- W-I" '-6- •-O t'-O' " tt' OQsa DOS•
1 '- •-10- 6•-1• •-0- '-5" v_ !•-O" 0060 LL. 0060
Sou14e: U.S. Dticut.. nt of Agriculture, Soil Conservation Sarvict, Storrs, Placement and Construction of a.Synthetic Filter Barrier " WILLIAM AM AN
Carlectfcut,- ---J - a- k" •-Ti •-6- 6•-r4" 4•-0- z•-9�1" r-4'31 r- - ooT ooT ,
30" V-0- 4•-a• V-T3% 6•-134 5'"0- 3•-1- I'-a' ' 1'- 006t
9004 3a- V-3- 5'-3- 2•- r 6'-1 A 6'-0" 3'-11' ••2'-O - 1'-6•• 009a :_ 0096 643 STRONG ROAD
42' 1•-9- 5'-3" 2'-n ' 8'-2•' 6'-6- 4•-5T/ 2'-3'• 1'-10- 0.100 0106
24' '-O' 5'-0' 2'-2• 6'-2- T'-o• A•-5 - 2•-4 I'-lo• 0132 0.120 SOUTH WINDSOR, CONNECTICUT -
- -u- -a• T•-a• 5'-� 'i" ' " -a• n13 0l3
144 144 PHONE 528-3564
�Q "E PALMBERG & RUSSO
F4A REIN F-Mb SECT/Ol4 OETAL�
�. LAND SURVEYORS & PROFESSIONAL ENGINEERS
jV.T-S• 4 *e 15 BARBER POND ROAD
BLOOMFIELD, CONNECTICUT
242-2775
.to
�' t^S1ouAL E 9aoo BY SCALE DATE SHEET CHECKED NO.
- cal linrtirr. ,
• , � t •' ~•_ _ The proposed cesidtn[iaY i r: , n tcnliaAt iti Lloatr Ilridnv as Jot t_d on the.north side of �
Chapel Road and west of Liar: trurt to South Windsor, fonntcticut. The site is bounded
''J:.. .. Sail.. 9f2_4SION AND SEDIMENT CONTROL NOTES - . to the vest.and north by Flva::ant •tree;• Estates-`and .to the.cast aiod south by Clark Street 1
all sollerosioa and sediment control work shall•be'done in'scritc � and Chapel Road, .respeceiae}y.' 'lht site is located in the is-20 residence zone of South-
• : accordance with the Connecticut LuiJelines'for Erosion and Sediment The Windsor, and [Ile parcel is 17:1 act,.!:: ay size. Presently, the site is in fallow. The
;proposed subdivision is to cons:�iu 17 rc:.EJenl'ial loL's.witb permanent access (iaugbr.Lane) -
• Coa[rol including Che latest data from the U:5'. UeparteLent OF Agri- 'being proposed off of Clmpul liner) and Carl: Street.. All the lots within the subdivision culture and the Soil Conservation Service.
:will have access off of Ru;;by-
" xay additional erosion/sedimtn[atian control deemed necessary by
, .. .. ,: .,, .. '• _ .:, . . ! Caw sea## during !The minimum size lot of-chc suhJi ,.tivL:i over 20,000 square feet'and the'largest lot size -Construction, 'shall be installed by the developer. i is approximately rile Tote of Sou
53,862 S.f. E1,•h Inc va: designed Ili accordance to tile ldindsor
• '-• . . .... _ , ., .. ' In sdditioa, the developer shall be responsible for the repair/ zoning._regulations l`or cliu A-:'u r,•::idrmx rune::. The subJia'ision was designed o minimize'g t nin_ax.e' {
,• : .`.'-r!. '?.: ..:.'7C7, t:','.t::riit•;. -.`i : ;..i; ,_ .. _ .. cp'ac .
Went/IDaiAtr,aaaCt of all erosion control measures until all 'any potential soil Cr.sinn eruct ruuCrul problenn:. Airy dlscurbtJ areas wit'rin the� -'• ••- ••- -. � .. disturbed areal art stabilized [n the saCisfac[ion of town staff. . - : proposed residential ::abJit•i::irn ,:.a to be built -it. pout) min is to:be pernanentl? seeded as I
liaybaFe erosion had sediment control measures shall be installed as designated aft. escribed later an the Hatt...
.. :•;-.t: • .::.:;t:; :c :,...: .: the plans immediately alter a cut or f12F slope has been created. Sediment According to the Hartford County' rtri.l 5ur�uy-daps, Or"'types of:soil undo-ly the site;
1 per i
' •• ' "• d h Fd b i
d
;: ...'. . ;...•. ::.:....,..: ::..-:::.t:r::;, :_:?;::r::'. , .. epos is s ou a odically removed from the upstream sides of haybale checL• Hroadbrook silt loai'i - U u i perca•nt ::ropes (BrA), 11rdaJbrook silt loam - 3 to 8 percent.'
' •
.. .-. .. doers. Sediment retalnsd by cite sediment control measures is Co be spread and slab- slopes (Br8), and Enfield ::lit Iaiau: - Ii t.r 7 g+urcenL' slopes.(Fier) . ::o inland verland
'? + ,llized Sit areas ao[ subject co erosion, as C111 in areas not subject to erosfon,
• .: a - 'hod in areas which are not to be pavt4 or built: on. Hay or stravbalet arc to be ze- typesand the salt.
:placed as accessary to provide proper filtering act Lon. Erosion checks are to retain •. a? ',r :: ttd by Public Eater and Public Sever.: The pro=
Each lot of the subaEia>,t , v
•_..,:.. r:S .+;',t:;:... _ .,.:;: c;;: :.rs;, .. - ; in pine and ba aatatained to insure efFieien[ xL1[ation control until all areas abort' cage s::aeni t ca- Lbe proposed residential;subdivision ucili[izes a series :
: `'`'^ r;:•t '';' tire• :::i•rcr:.•:c• - '- ;the erasion checker are stabilized and permanent vt etacian has been es a - � •• their yes ect3ve"drafna a err
posed stormwater droll
of catch basins co collect �trt`n•.r�[rr rwiolf-from
"' ): a bushed. The p g C••s and to' ,
mainCeaanee guidelines For the erosion and sediment control measures of the Conn- convey the stormwater runoff to tie„ prnpu::cJ dutention basin on lot 01. The goal irf the
_ •~ � etLiev[ Erosion and Sediment Control Guidelines must be adhered to. design of the stormwatcr dratna;;c s:•::ticrn was to p'rovidc azero-increase in the peak rate of •�
it:�,' ., :at . .a., .- .,t.;'::_ -.t::,...,." _ .. runoff oEf
1. the site Cor scary with'a return frttgeeitc ateequalo
„ ,,.,_-, „ acsas, removal of trees, -bushes and other vege[aefon as well ss � to 2,S,10,25 ant SU years.. '!'hc drteutinii Ire:aa wax doafg;ned to provide astorage-capacity
d-fs:u:btaee of the sail is to be kept to an absolute minLaum vhilt for a s10.2 vatic a return irvr;uarnc••: aver Z00 years, The bottom of the detention basin j
: 7r::. -. .. ;t;�-!!:•,:;:;,': .. i all0•Jias proper development o aded at a minimum ul' J:: to Jrrect mtJ convey stonntrater�to the circular orifice:
plate outlet ed prevent shim of;.:iatcr In the nd cntiottonvey basin: Ali er,t.cthenci spilcircular
or will i
'"' ' � 'h• raj e a [r io 11 f beprovided to - cony i ha pe't sturmw to ,tin roue 'through h the,.• :t - i s +ue expose as sma too soil as p ss_o_e _o: basinforscorms with`.•tLretnrnci rt r n:nry7° � y o g e �s o C nP an err oS routed r
":.': $ ''• to::::i :: as short a C as able )ueatertthan11U0`years. The circular orifice our-
. .... .. ,--" __-_._.__.... .__.__.._._._..__.._.._,._.. _. �•ul cc t uw•- out. CI detention b .
• � JRt Ol3 ) ,
t le[ vas designed to r g, a lie flown-. t of LL basin -it races providing m •
: zero increase in the peal: cola of ±. rilnwmter runoff oft the silt. Tile regulated ila+: out �
•• 3•, • -• -+ ';�: - .�-. ' Toe eOACiiCtor shall notify the [own engineer at the beginning and of the detention basin is lu hc• ::ate_1• conveyeJ to clie existing st,irncater drainage -stem
:::`.. r ' '', "'' ,.,_'i : •- - t�h s n S tlnCi nt r h i d h k ed � � is LeFoi1 Boulevard. A scarmvataa• drainal;u cascrnent, in; shown oil Che plans; is to be
o! each stop of the construction procedure and shall not prose j
• LA tXC Cep l the Covn tali a as nspectt [ c work. •obtained by the developer irian.thr abnrLing: property.owners to install and nainrain a is" �
- '• n,. - 7tCP conveying the stormwatcr runt,i i i-r,om [hu detention basin to thy. existing seer drainage �
' Iopso#.l is to be stripped and stockpiled is amounts necessary co clt�- ' system an LeFoll Boulevard.' j
-- -• - - , p_ats finia`hed =radial of all exposed areas requiring topsoil. The
The erasion and taaLiLenanrc ,t tl drtrnLiuit ]iasin :41:ill be tilt responsibility o_ the -
-•, Cringed located
h:ybales indicated
preventeerosion and
i` It owner oflot C:1. The Jeta:ntiun h.:::ia :astil be.inspecccd pnriodicaSly, in articular before
sctackpilsd topsail is
•`.).;: r., ... is h 3U d P
- LmpoFurily seeded sad
SS Co Tswa more than ergs. and after rainstorms Co rnak>.• t:ura- the fulluwin}; items mrr. addresseJ. The outlet structures
(wner of orifice;Tile
d CS" R(:I'.:uut •:nerl;uncy aplltway) had the cally, in basin arc co before
- 't - ' '• •' - - . , Ths_e'is to be no Stoekpfling of sail within a [en foot limit o? free from any foreign matta:c err dclrr•i:: Llwt map restrict the proper functioning of the j
.••. r-,e-.•- .t.-.;, I p g .tits. detentia ba in. T c situ ::lope:: of L)a• detention basin sl,uviJ be inspected to assure
.,. • ._:,; .• •.•.,,., .,,,. ; � that thenslopes arohsc:ebifLza•al Lord va;:ctaR:d to ::urvivu severe wenLltcr condit4nrs. Where o�l�l rb e
- _ "' '.;.n, aad'all fill material is co be free of brush, rubbish, timber, erosion is observed, the area ul' er,r::iva should be regraded, reseedt:d, and mulched to stab-
. - .......:
i i:? r;- :.;:: .r .,:, i, ti ?,t E trier °.ri,: " an amount hat wall he ti
_�-'•--• ••• toss, velatative matter, and scums s t deer?- Fi a the slope The brass ::rua3 ui tiro detention basin mu:[ be mcued on a•ceerl}' basis. i' _
' • ' "' '''�' ••+'���='- ••-•• -••-- '•'-•- `• amCa1 eo eonsrrueting stable fills. detention basin should be alcanrci nC :my sediment that.may accumulate at chc: bottom of
1 z
The de j
. .. ._.__,._ ..: ... ..... the detention basin and binder the prn;•rr funCtianYn}; of fhc JcCent goo basin_ I t
aaxlaaaua silt slopes' of exposed surfaces of earth to be 3:1 or as +
otherwise spiciFied by local authorities. The site development of i:c Lu Helot in oar'phusc and :i l! begin l.upon approval' `
;,., : : .:; .: -.`,: �;.r;':r ,,, -:.:"'::• =:'.'•v•';. ,ill till areas shall be compacted sufficiently for their intended -" -
or shortly thereafter (.pe�t� ml eh prolvtttd d.ttt or tnmrlitlan in the i' it oi-1988.';"
•purpose had ss required to reduce slipping, erosion of excess Batt::- Prior to any construction u•tivlty nn chc site, :canstruction en[rapce pads are to be in-
• - - ativa.• - sta designate) on ked at the)entr•iHrr nG ltuy;hy L.nu• wltb (:hapcl Ha:}d-and Clark Sti•cet respectfullj, as
' chc pl:urs. ' Pnllnwin); the installation of the construction entrance pads,'
. All soil erosion had sediment central operations shall bt in plate the soil erosion and sadl:acul control practices-,•end measures designated on the approved - '
-- ••• - - prior ea any lradiag operations and instaklatiam of proposed scrucc- erosion and sediment control gilan are to be installed. L'unstzuetian activity shall not
s or utilities had shall be left in plac e until construction is cot®ieneC on the sire until the�hayhales'(or silt fence} :have-
ore _been installed at the base of
. •': :.:: ,•nf-` . .. .. completed had/or area is stabilized. � ;the proposed cut and fell slopes, haybales and all erasion-and sediment control:practices
-, •; _"' re to be i stalled, applieJ and maintained throughout the project In accordance to chc- 1
a n
•• _. All az:r tea to the project site are to be protected by store track- �Conntcticut Erosion and 5eJBnent Cui-trol Guidelines and the uidolities of,tile approved
,
fat pads of .�STl1 C-33, size no, 2 or 3, Or CC. O.O.T. Z" eruthed erosion and sediment r-ontrnl plans !ly Palmberg and Russo. . _
- �_avtl. 7hs`stone [racking-pad is Co be maintaiflarJ tl[ dl} times during "
construction period. First major hand disturbance mainta ned througho of Clover ect In involves the stripe- .- ,. .•-•.: :• .. .. ;be tin e - - l
•- The
i g of the topsoil required to construct the roads. Friar to stripping the topsoil, hay- +
.- " ' - - • . Fill iaCaadad to support buildings, structures, conduits, etc, shall be cogaeeed bales shall be staked Ili the area of immediate construction as designated an the plans__ {
• = - -- pia ;~ecordanee with local requirements or cvdcs. 'all erasion and sediment control practices arc to be repotted, replaced, and maintained
:. : . , : .'., . .. . ;.•-. ... ; _� � - oughouc the protect by the developer In accordance to the Connecticut Guidelines for
' "' "" i;.:.,,:;.:,•".': aY : <..-:•-,•,;;,;�>:•�; ;I." Soil Erosion and Sediment Cnntral until ail-disturbed areas have become
•. ;;.:t.ir. ,, !,_,•_},� ;, ._ TopsoiF is to be stripped and stockpiled fn amounts necessary co complete finished Permanently stab- • '•
radio of alF ex osad'areas rC ulrin• to Wuil. The stockpiled co soil is [o bt ilized, The topsoil Ls to bC stockpiled all
the area designated be,the plans. :She stock-' r
>r l P q k P P pile shall have side slopes not oxccedinft 2t1, with the perimeter staked vf[h`ha bales to
• _� ; located u designated on the plans and ringed with haybales. Tttporaty seeding of P Y I
':+. ::. i,'drit•::: �;t: ..:',;t::;,'r ,•;u•;:1•:;;,,• - _ Eorm a sediment barrier. 1'empurary sending oF'topsoil stockpiles shall be completed
r ht to t p ed he be c toed w y 15 y es its fozisaCion, covernofs d Lined in the guidelines for tempgrary,vegetative es
/z �p •C oeiepilad o s steer ompl ithln der s ays of i[� foiiii•rtion as our
.. ._.. •':---.: 1. '�•„ ::�.:C: `•: ..•'.•'tom f�::ii„ �... ::•.f:.� :S _ .:;r t�;
the plans by i!almt;erg and Russo, lC.the Formation of the itnpsoilstockpile does'
' -. .• ..:,.; ,._ .. ... .:... . . .. _ e . not occur during tlte`se
.. g ediiig dates (i.e, winter months - September•• - ::• _ ,,, :.• -,,,,rr:,,. :-:a:C�:a: :;!1.Y � Topsail shill not be placed while 1n a�froitn or muddy Condition, when the subFrad 15 throe h April 1}
• ' !s eseusively wet, or Sn a condition chat may othervSse be detrimental [o proper the topsoil stockpile steal] bC temporarily mulched as outlined,on rho plans' by Palmberg
' zradinl or proposed sodding or seeding. - _ - ' and Russo until a temporaryvegetativc-.Cover can bC-established. To'-soil shall not-be, .�
,: - „t:•._ :,y .t:]r- � '' -- .. .. c n lees d P i
Cro, or-muddy condition`or when the subgra a is excessively wet.
_ - ,, ,•_y, ,, ,,,.-• _ - ,. - . .. _ .When the topsoil has been shipped and stockpiled; rough grading required for the construe-
_..- . _ .. _ _ -•• - .• clan of th
• e roadways
is the 'text step in the Construction sequence.: All sediment control j
: a
" practices and measures shall be installed in the otters of construction 4n accordance with
± _ - the approved sediment control plan.' The soil erosion and sediment control measures and
' .. -: r ••-• •-•• •--•--•--•-- ? - practices implemented print to the grading of the roadways should be: inspected for:repair,
replacement ant! malntenancc prior to any ]and disturbance activities!cottmence._ Haybales
to he installed ;it thy b:u:r ,a1 i•:it. nudfIl .n niti .•,.i- •'t� �,:, ..t,y< f2 1 1 gu •es dcr.f);nated•an Llic planes..,, The
• - � .. maximum side slaprs ul cxpuard :,Hrfaexi:-arc L'u be 7:1. Areas oC.-fllltiliall be placed'and
compacted in 8" layers, noc '[n be placed an a frozen foundation,. and:bc free of brush;
maximum timber logs, vegetative matter, and stumps-in mounts that would be detrimental
• 'to construction of stable Cells. Ilpnn final grading, permanently exposed faces Of Cuts
and
,...___.._._. _........,.-.____.. Fi s sh ll stabilir. 'topsoil is to he spread on all disturbed,areas that Sare not to )
bclpavedaandbpermanentlydveg"nted in accordance to the guidelines of the plans of
emporary,soL1 stahillzacion procedures are to:a 1 4f the ex osed
/y
- _ Palmberg and Russo T pp y p - S
.,.. . .•:., ; .•._ t:.'e'"::;`L '::1:::.:::7�,:.::7'- ':.:ir. [;:' :in=;..- i::Lcca n,t
tr - - = - _ { r, ., . . .r-�;.•t,;,'_,•_ - ;,{;a �� -, areas ca be permanently vegetated Jac to the time of year or if final grading is delayed
_.r:�r :'•_ .:, �• ;,,.: 'rp.,r:, _, ,,r_., _ more char chi nfctdisturbances
•. ... ,• • , .,,.,> mac
• ' .': = .- •_ .: rtv der•s •r land h halted.`
for
• • .• - - v-' The roadwa s are to be graded en rho depth of t
., ::.• ... .,, 3' .; .. _ ... . - • -. .. _ Y - P percentage of grade"in preparation of final
grading for the placement f the rand b d bituminous o
P • u� Here he eompletion,of-the --'
g
m• t o nsc an - concrete at t
i u[ilit• installation. ,-yam
' -:•••� '•�•: '-:! '�•' - •,•._ ..� .. - -' r At the eompictlon of the stabilisation of the disturbed areas in eheleonsrzuction of-the
.._�' ,% ... '. .. i:•=:. ::, _...._., . ..,.., ,. _... r! - _ !.:• .. '.. .. ? , roadva s the Installation a€ cite utilities` it ��� •� Y will begin. The construction of the detention
are the first stepsbasin and outlet structures andpiteahe instal a a 1 ti n of the storm
'" 'a19 .r., ::fiCr'.: :<;::tc,:: r•_ c.. of.;r,'t: ;;,:'ti°. drainage system. Frier to the construction of the detention basin the erosion and
,.. , ,,.. ,:;. ,,, ,„ _,.- cc:ter_:-. - __ • ' ': -' sediment control measures designated on CEtc plans arc to be installed.- The shipping-.and
,stockpiling of topsoil, grading; (cutting and filling) spreading of topsoil, and'teriporary
-` and permanent stahillzacIon of disturbed ice plans
in the constrspreading
of the roadways is Co
be-- ._ ..._-,_t �;li':l:-^. :•: •.. nt d4ltttion of sedlmcntll[itatC [ basin. hnba The ayhales arc to be installed
- - - _ _ _ •. ,, .. _ _-. t 'intercept and retain any might otherwise find its way to the detention
i .:•;. IL1 „ ] ., ,, 1 ' "- basin. T[te area to be tlfstcurUtJ by CIeY con5trucGlgn of t)ee.detens wa-basin a et be .
;:' ',.. : -, • stripped aE topsoil ten] :+toai,pllvd LH Lhc"atll -.dd3"l}nettJ un chc-plans_ Lradln,;-tile.. �
• - cunstri,c[ra(;. ant iu::u,I1iHl; LINO outlet structur s and Yic fdl ow - -
:7, s t
dmtontuctiansin, cons of c419,M141 fog II topsoil.
� pipe l he •
'fhc side slopes of the dctentaori
.. ate ra be 7:2 upon cumplCttr,n ui Lh,: nd:excavaLiHE; required to build the deta.ntfan
basin. The disturbed great; time, err,• Lint. being; rip-raped or the bottom of the detention i
bas in re to b spread With spre vi Inpsull. Al graded areas are to
oanently stabilized
be pen
. :•;, 'ortemporarily stabilized if the rimy of year does Herr permit scCdfn; of final grading
': . . ..: ' •...� . . _ . .. ,. .... .: .., � - fs to be delayed by more than 30 da•:s after land dLsturbanccs:h:rnc halted.
The installation a,' Chu roadway draiHag;c system as tile d
e next phase' n;t:he construction of _
�• ,. .. .: `.. � . 1,: -:.,.._ ,..,_ :,,,'r•- the storm drainage: system. Hmyhalr:: arc to he lnsea]led at catch basins as indicated on ,
- _ •- - . . .. .. the final erasion and sediment tnHcrul plaH. Catch basins an sloping roads,shall not be f
' - �• � `••t �'`•��' - •. - .., . . ... ringed with haybales. Tlic ha}9rales are to Ise placed up Slope from"the catch basin in a
' :. is ,:, -,,,-•; ,, t.'::;_:; -• �:: ",••,,- •. •. -- wing Formation to interr.ept ante retain Lie ubtic prevuneing "end runs" around the
' j
haybales_ (;Ytch Ica::in. l;rc•att•,l is rn.utway' puLn[s ::hall he rin);cd 'wl[h hayba7cs• in-
• ..i` •. _swllacion l;uidclinex fur ,•.Ltct: ba..iu, arr- liven in the Co,tticcticut'(juidolines .fur Soil
�� ---•-._____ ), . . ,.... . . .. .. 'Erosion and Sediment Control. t
5
After the formation
to fat of the utllttiti; (storm Sever, electrical, iei'epttane, and talc.)'
• ,..... fn the roadway, cite final gradfn,; irf chc roads and pJaceiocnc of flee.road bast, curbingj
_. .. . . -... 7,:,f::. ,^. .•', `. _. �f:,T :r,:_t!;; + .. -and bituminous concrete is.che next ,:iritstructian step in t>sie development of the.Clover- }
Tfie construction of rice resi den tial.Jwulling will bci;irt,upon'completion OF the
II' ;roads. However, all chc structural, nunstruccural,' and vefetattvu erosion and sediment • !
;control measures implemented thruu;;hunt the project shall be maintained'oftet the final
- - - ,';: •' -- r , .� conscruitioE aFbthc roads-until the disturbed areas 11aVC bCCii permanently stabilised and
t r
vegetal an ins been established_ ;),rt.unrl! nca disturbed areas Ant
been permanently stab- ,
accordance to [he final rrusion and sediment cinttrol.plan shall any eontrbl
,i '•i,
measured be remove). - -
.. .. .. .... .. .. .., - .. .. - - t. .r,. ... 1 n �,: ..,i�" ;{•ill .,-:Jf.l^:... � ,
;;r.gi to i LhSr ? it:cle�:
J ft:�_ ill a.fl d':rr_.i;,r!>.
. .. . . _.... .. . -_- ., _ ....., .. .. . .. . -.. ,•:c:. �'r.•;, t]+trite o:• a'Ce:r rL•. :$ +:N-"::Lc,• _
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- -. ... _. .- ,.-_. . . .... . . ._._._ _ SOIL EROSION & SEDIMENT CONTROL NC
..: .. .. :.. , .. . � :, .. .•„': . ,,..: : _ .._ _ . . •Fist ,
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.,�- ,;� l ::�,t, ..,� r•$t.. .a �i�t. ...,� L:::t_:,t: �r A RESIDENTIAL `,SUBDIVISION
;n ,. ;.a;-c:aer�n:f $iJ^:-y try Li,-
. .. _ ,. .. ., - ' .. _- .-_... . : ., - L:)�.._ SY` -Ct:,:•'•:r:t:iCZ;.;ZH. fCr' d�j;t'.,Li 7a n! ..,,.aiFitt - _
SOUTH WINDSOR •CONNECTICUT
- :._:: ,, _.:.•_r-.:. .•1 -., . ,.,,-:... ..r. _,._ .., t _ OWNER DEVELOPER
_ WILLIAM AMAN
., ..' ... - .. . ,.. � . ' . . . .•_-',.._,~. .».r :rt�G ,3. ,_., ir•, tc -tiCri,r 643 STRONG- ROAD -
.. .. .: -. .. ...... ... . . . . . : . •. . ... . 5:r: ..::s. t:: :ur t i•�i. ;tt, ::ne'- c,rs:or, is etsers•v� _
.1''•di i�: Baal,: t:�: irrS,:'1C:CJ ,, L : SOUTH- WINOSOR CONNECTiCUT
.: :n�taY'�: ',r �:z7,\._"'�r, sr:-r{t'.inr•::. !i .rail:;+;ts ar�t�r�rkrg;_ t l :
l c-�' io _ ,l t:_ .:•_.,;air ter rrai:irk ur,rtp_ tc t7;e , __ PHONE 528`-3564
:,,.: 'its•`-cc` .._ ,t :.;:. yi. .�e an`.ii ,::3;as ia; firat'3 - .:, --
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