HomeMy WebLinkAbout97-34P_JOHN F. & M. REICHLE_FOSTER STREETo •- 1 7- Lx ^ L
�} / v run -t, ~`5 autla ��ncl�cyi-
I S40 SULLIVAN AVENUE • SOU r" WINDSOR. CONN. 0a0r4
0s4 i�� t`�/, AREA COVE Ban / 644-2511
)aly iA 1997
Mr. )ohn 11. Retchle
246 Graham Road
South Windsor, CT D6074
R£: Reicltle 2-1011 subdivision
Foster Street
SOUTH W1NDSM cr
Deat Mr. Rcichlo:
11te South Windsor Water PnHution Control Authority, at Its regular meeting of July
15. 1997, gave approval for the connection to the Town's sewerage system of It 24ot
residentiai subdiision at the westerly side of Poster Street, as, more epee flcally
shown on Topographic Plan entitled "RvsarVbv Prepared )tor John F and Mary M.
Relchle - poster Street - South Windsor, Confteclicut" by Design Professiona)s, iric.,
South Windsor, Connecticut, Project No. 97-983, Drawing No. 4/4 dated April 4, 1997,
nu revisions, and subject to the following conditions:
T. Technical approval of the Town Rngittecring Department.
2. Final Authority approval and acceptance of the sanitary sewerage connection
will be given once the wwrr lines have been Installed and Inspected by the
Town staff, and based upon the written verification of rite Town staff that said
Sanitary sewer litter were Initialled in suboantiai confotmtunce with the design
plats previously approved by the Authority, and meeting ell Town regulations
nrd appropriate technical specifications relating to sanitary sewer construction.
I Applicant must subunit final plan incorporating the hand -drawn information
on Mr, Pertw's exhibit map. Mr. Perna's exhibit mop will be retained by the
Engftneeting Department pending receipt of final plan.
4. Both sewer lines must be serviced by pumps.
5. An omer'geiicy holding tank of at least 2_r,0-sallon capacity must be provided to
ensure emergency 24-hoot holding capability.
6. Pi»vision must be made 4o that eTectricn) Aprvire can he phigged into auxillaly
emergency pnwel when nea•L•ssnry.
7, All riwasary firo nFety plovisfonu natat tie nut.
8. Paymatt of sewer benefit nsaessniew
9 F,xialoill "war ossement must allow connection of Lot ill
10. This approval later must be superimposed on the final approval plaits
Very truly Y-rk
(,,Ifn.tst.a
Joseph J casino, Cliairmsn
Water Polluth"i Control Autiuirkv
JJC:rt
cc: Matlliew Gailigan, Town MAnagol
Michael J Cantick, Director oi'Puhlic Works
Jerry Farzwk Town Englnw
Marcia Banach, DirWor of I'lannsrK
John 10a111m. Chbf OuOdlas Inspirulor
'6`- �' `Tvrvsa. ta�S�uih `Ultnd.�o�t
�i
-� 1540 SULU.AN AVENIJF •SOUTH WIhO50H. CONY 08U 74
AREA CODE e601 8" 25• i
March 11. 1998
Mr John Reichfc
Almriment 21113
4&5 Buckland Hills Drive
%lancnester. ('T 0N),4 i
RE: 2,Lot Subdivision - modification to oriffinal drawings
Koster Street
SOUTH R7NDSOR. CT
Dear M:. Reichle.
The South Windsor Water Pollution Control Authority, at its regular meeting of March 3, 1999.
gave approval tar nx diiication% it, plans prcvnusI.v approved by the Authority, showing the
connection to the Towns sewerage system of a 2-Int suhdivwtin at Foster Street. as snore
specifically shown on drawing eraitled 'Resurvey prepared for John F. & Mary M. Reachle -
Foster Stivot - South Windsor. Connecticut' prepared by Dosign Professionals, Inc., Snuth
Windsor. Conn. Job No 91-983 dated April 4, 1997, revised 6/5197, 9/8/97, and 2/'_fi/98, sad
subject io the tollowing conditions:
I . Tmhmca[ aplanval of theTown Engueerug ULpartment.
2 Fina) Authority appnrval and acceptance of the sanitary cwciu*c connection will be
given nrice the sewer line has been installed and in,txucd by the Town staff, and baud
upon the written veriticatior, of the Town stall that said sanitary sewer line was installed
in substantial cunfonnance with the dcsigr. plans previously approsed by the Authority
and meeting all Town regohdions and appropride technical specifications relating to
sanitary sewer construction.
3 An elucrrical writiccuon must be provided for emergency power
I -1-h;s approval later mast nc supunnposed on the final approval plans.
Mi. John Rsichlc 2 Match 11, 199x
very y yDars,
gomas'Ht' n, C'hmnnsn
Water Pollution Control Authority
ic: Matdtew Galligan. Town Manager
Michael J. Gantiek. Dire" of Public Works
Jrm, lateens, Town Lnguteer
vfarcia Ban4ch. Director of Planning
John Collins. Chief Building Inspector
10f"
THE TOW/1/ OF
SOUTH WINDSOR
N 64 25'16 " W
28.68'
J
Q
I
I
I
i
I
I
LLOYD d & FMUNOK I
DAME PETER 1//F
A. & /'HYLL/S R. �l/F
JAR!//S LEONARO A. & MARGARET G. /V/F
MAZZON/ DA V/D A. � SUS t/OH/V T. & L/NDA S
£�X„- ANE.
N 674736" w X F/SHER
N 65, EX l.P. EL SO
54.24' �9 55 w (CAPPED) ENG
S-0.46'
N EX/ST ?p' SANITARY
------ .-_ 157.84' �, ,,,,_ E X t F' SE
_ (CAPPL'', I_� R EASEMENT
- 0 ` E TOWN IN OF SO VOR OE E XIST, 30' SAN/TAR P
- 'NA�REF. 00 W PER •� .� -- � N 65pj, �--SOUTH�7NOSOR _ SEIyFA EASOREMENT
�► O6 " W THE -OF
EXIST, I )row OP SOUTH 1f9NOSOR
33024' .__ SHED
EX. 1. P.
— I CAPPED,�20 S/DE YARD �� �-
32. 3 ' _ - y '�-�,� N 64 40 26 " W
--- - -- 219.00,
s
PROPOSED L O T No 1
139, 501 sq. ft.
3.20 cc. I
�I I
I O
---- • Z o O O
-I —_ =.o h
_
1 20' SIDE YARn
Q�
S 24 03'26 E —_-
S/DE YARD -_ 24. J8' - t0
10' WIDE ACCESS EASEMENT `•�
Z N I W IN FAVOR OF N
PROPOSED LOT No. 2 LOT N0. 2
z
Z � 173, 387 sq. ft. N 64 4026'• w ` 20210• — -- —�
ry L
W 3.98 C. I — _
(169,580 sq. ft. exclusive of access CreG) Al 64402 . W
N-
-1.P. �" - --
-0.70' —'� y _ i,f
I w-0.12' S 64 4026 ,, E _
200. 000
r I 10' WIDE ACCESS EASEMENT
INFAVOR OF
LOT NO1
I ONp
2 2
of
of
I I I
1 I I
I W
oi
I so
I �
S 74.10'16" E N/F
8.00' I
99.36' 70 MOH.
VON
i. A i
✓,gMES s
NOTES:
1. PARCEL AREA IS 312,889 sq. ft., 7.18 ac.
2. PARCEL ZONED RR AND AA-30.
3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
4. COORDINATES ARE BASED ON NAD 83 DATUM.
REFERENCES:
1. "MAP OF SOME LAND OF MARGUERITE S. KARLSEN & KLARENCE
A. KARLSEN-SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100', DATED
JULY 9,1970. PREPARED BY EVERETT 0. GARDNER.
2. "PROPERTY OF CARMELO LITRICO-SOUTH WINDSOR, CONNECTICUT".
SCALE 1 "=60', DATED AUG. 1949, REV. TO MAR. 3, 1953. PREPARED
BY ROBERT H. CHAMBERS.
3. "TOPOGRAPHIC PLAN -LAND OF ERNEST E. REICHLE-SOUTH WINDSOR,
CONNECTICUT". SCALE 1"=40', DATED FEB. 3, 1982, MAP No. 5853.
PREPARED BY GARDNER & PETERSON ASSOCIATES.
4. "RESUBDIVISION- REMAINDER OF PARCEL "A" -GREEN RIDGE -SEC. III,
SOUTH WINDSOR, CONNECTICUT-SUBDIVIDER U & R HOUSING CORP.-
99 EAST CENTER STREET, MANCHESTER, CONNECTICUT". SCALE 1"=40',
DATED FEB. 5, 1976, REV. TO AUG. 3, 1976. PREPARED BY EVERETT
0. GARDNER & ASSOCIATES.
BA RYYR�E E.
A
`~� uS. ft 'R
i
i x � t ..�,rO , i,r l■ s� a
Ilk 7
r/`1l,L)�~►l..
,4
X
4
n
3�
n i C7. _
<x
1 UNLESS OTHERWISE NOTED, EXISTING UTILITY"
REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
W
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
rn
2. ALL UTILITIES ARE 70 BE STAKED IN THE FIELD
4/21/98
ADD SECOND WPCA LETTER TO PLAN
SRB
"
BY A LICENSED LAND SURVEYOR PRIOR TO
9/8/97
PER CONDITIONS OF APPROVAL
JJP
CONSTRUCTION.
6/5/97
PER TOWN STAFF COMMENTS
JJP
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
\
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A--2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. '
I
,e
e
5
,s
t
0
i•'
t.
I e t•
F----------- 1 .
i 4
1
4
�� T • 4"+ it - 12882
t,r
a RICHARD P. MARTEL -. s Lt {:I+r LIC. No
N/F
BRAGG
GRAPHIC SCALE
40 0 20 40 80
I I 1 1
( IN FEET) 1
r r ll(yr 1 inch = 40 ft;
860. 291 • 8755
esign rofessionals, inc.
I Civil Engineers • Planners • Surveyors • GIS
165 south satellite road south wir-dsor • connecticut 06074
• EXISTING IRON PIN
IRON PIN TO BE SET
EX MON.
N 859710.41
■ E 1059024.40
EX l P
(CAPPED)
EX. /. P.
5-0.08,
W-0.15,
1 1. P.
DESIGN.- i1JP I DRAWN.- SRB I CHECKED: RPM
JOB NO.: 97-983 DATE.- APRIL 4, 7997
DRA WING NO.: D: 1 JOB � 97983 \ 97983
_ J
O
LAI
IfJflilt C�%' .�'7Y[Ui L!lCIZC�e3077.
1W 8ULL'VAN AVENUE • SOUTH wtNDSOR CONK W"
AetE. coos use aA,Co IF1EU MAlit.
July 23. i997
John F Retchie
246 Graham Road
South Windsor, CT 06074
Dear Mr. Retchle:
Rc• Appl 1r97-32P, Renchle Special Exceptiun and Subdivision tFOSLm Suaot)
We are pleased to advise you that the Planning & Zoning Commission voted on July 15,
1997 to approve with modifications appl 097-32P, two (2) lot subdivision and Special
Exception to Article 4.6.1 of the Zoning Regulations to create an intenor lot on property
located westerly, of Foster Street and northerly of Oakland Road, RR & AA-30 zones as
shown on plans prepared by Design Professionals. Inc., Job No. 97-983 and dated May ?.
1997 This approval is subject to the following modifications'
1. This approval is for two (2) lots, numbered 1 and 2.
2. Dra nagc and construction for this subdivision is subject to the approval of the Toren
Engineer
3. All lots shall be served by the Town of South Windsor sanitary seiner system and arc
subject to the approval of the Plater Pollution Contmi Authority
4. Water shall be supplied to this subdivision by public water.
of .ppr<fti of the Inland Wetlards
Agency, Conservation Commission. tncluding a bond in the amount of $1.000.
6 Poor to commencement of any site work, a meeting roust be held with Town Staff.
All plans used in the held tv the developer must bear the stamp and authonved
signature of the Town of South Windsor.
P. All easements for Lanservatlun purposes, drainage or utilities, that may be required in
connection with the approval of this subdivision, must be submitted on standard Town
mwment form where apprupriate., to this Commisston prior to filing the mylars and
issuance of building permits. All deeds for open space, public improvements and
rDadways must besubmitted pnor to request for Town acceptance; all deeds moot be
:n a ,ordance with the policy for accepting deeds and must to apprm ed by the
Engineering Department and Town Attorney.
9. Footing drains are required for each house. Poor to the building of any structure on i
lot, it topographic map, drawn to a scale of V • 40', shall be submitted for each let in
the subdivision, showing proposed contours, elevations and the location of the footing
drains. No building perm,tA will he issurd unui the proposed contour's, floor elevations
and locaton of footing drains have been approved by the Town Engineer
10 If, for any reason, finished gradirig and order individual lot site work is not campleted.
the Town Engineering shall determine the amount of a cash bond to ensure final
grading and site work This cash bond must be submitted prior to wsuance of a
Certificate of Occupants'.
11. A drainage assessment fee in the amount of $IW.00 shall Uc t.hbmutrd to slur
Commission.
12 No building ix -mats ::'ill be l3`, 'ed until all , M"fiiicatinns have !Kern rninphed wth, and
' the final plans have been filed in the Town Clerk's office.
13. Zoning data table must be corrected for tJie minimum Eat area required.
14. The enclosed Special Exception form must be completed and filed in the Town Clerk's
office. The special exception wi:l take effect upon filing
Black and white transparent mylars of sheet 03 with the above modifications. WgCther u:th
Ihre•r blueprint copies of the entire set .of plans musi be submitted to this Commmion
within 30 days to be stamped and signed. The letters of approval of this Commission as
well as inland Wetland Agency'Conservation Commission must be reproduced on the
mylars.
After ttte mylars have been signed by the Commissian, they will tic returned to you for filing
in the office of the Town Clerk by Hoveatber 6, 1997 After filing these plans, n copv of rl•P
receipt must be submitted to the Planning Department.
Very truly yours,
PLANNING & (IONINLl COMM1SSlON
usscll t; Lbvack Chairman
RGL; pram
W.t:nos ,
Cc Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshai
Design Professionals, Inc.
+��M'�"� ir7rlrtT Ji` •`e7r[fit Y(�!/tG(ei(?Y
1$40 SV'LLNAN AV■NVa - anlr•N MNnCOA. MNN o■vrA
' -." � Aara C'X�eMOHa yII
CERTIFIED MAIL
line 23, L997
John F Rewire
246 Graham Road
South Windsor, CT OW74
Dear Mr. Relchle;
Re: App. 097-32P, Reichle Subdfvlsl^,n/r*aster',tsar
'
At the June 18, 1997 regular rneetiN, the! friend Wetlands Agency/Conservation Commiss;on
approved app a97-32P-1WA/CC permt for a subdivision to create tvre (2) txruse lots on property
lasted westerly of Foster etretK northerly of WkJand Road. PR rote (Assessor's map k40, parcel
32) as shown on plarts prepa,e•J by Design ftfessbnais, Inc., Job 097-483 and dated May 6, 1997,
1
TNs approval Is suDIPO to the following conditions:i"
:•
r. One blueprint trN1y of the entire Se: of plans and the lotto raptoduaal thereon, must be
submitted to this Cexrmissron. This must be completed within 65 days of approval pax to any
comMictlon activay m the site.
2. Construction activlhEs shall be subject to the approval of the Tcwn FnglnePr
3. The app:nation shaUridemnfy and hold harmless the Tnwr of South Windsor against dry liatnlaty
mikh nVght result from the proposed ope-stbn or ice.
4. 1 re permit I5 valid for five years and rnas expire on June 18, 2002. R rias been IWA/CC's poary
to notify iandowrer(s)/appf cants) of expiring wetand permits. However, C Is the
landowregs)iapPFocam(s) respunsiblgN to track expiration dates and notify the CommKsson of a
renewal request at least 65 days prior to expiration.
S. A4 approvals regWrpd must be cbkdned and submitted pr,or to any activity on the site.
6, A contact person sha8 be ,dentiW on the pans.
1. We recommend a bond is the amount of $1,000 to be suotnitte d to the Flarn:ng & Zoning
COMInisskm to ensure compliance with the Erusbn and Sedimentation Co•itroi Measuies.
8 The 18" culvert Is to be removed are; area stabtgaed as per the submitte o pen.
very truly yours,
/NIAf4D WETU NDS AGENCY/
C^waiR...n'v7: uimnlSs;iA:
H A.
�c:�ftc
Warren, Chalmwn i ^�
EAW/prom
Cc: Chief V nld+rq OTtclal
Plannog & Zoning Commisskm
TMenon,. ENi eer
06",1 Profeeswnais, Ire,
RESURVEY PREPARED FOR
John F. & Mary M. Reichle
Foattem Street
Qnl�T .Ilaw 7V UA.NIL.VUY IV IM
ft`lfilWWTRlf`p)711rU Ter
SHEET
16
4
rsn''.ta°`t%;
uX_a_ao�_n 4l
I. SET POSTS AND 2. STAPLE 111E SILT l TRENCH rEmcm To I"i ]"Y- /E /D ' £ f059024 40
5iIPYaP[n Eu�.ME rl OY POS END OF THE POST THE / �'(•��,/'�"II'
FOR !rrAOR Y '�' Fa+a� OF N/F
AM SELF
SOv / /7 N
DSOR LLOYD J T.F.=193.71
�' MUNOK N/F Q FL.-184.98 L,2• MIN. S
7ER
N 6475'16" w DAME , '�E A. - f I I-LiS R /VjF iI EX-C. .83
28. ss'
JARt�Is LEONARO A II 2
1 ATTACH FILTER FAMC ro j 4. 1ACl THE
THE WOODEN POSTS NO EX1010 TRENCH NO COMPACT
IT INTO M TIIDICH THE EXCAVATED SOIL
"Ill
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
LAWN/
STREETS/
CROSS-COUNTRY
PAVED AREAS
`
SEE PAVEMENT DETAIL
4•
V
0
-
Approved granular non -organic backfill
12"
Q
Q
material placed and compacted in one
O
O
foot (max.) lifts.
O
Q
Warning tape per Conn. General Statute
0
section 16-345. as amended, placed 12"
O
Q
(min.) to 24" (max.) above the top of
pipe.
0.the
O
O
Sand Blanket
12"
,,-Pipe, as specified O.O.T. M.02.05
1/21 O.D.
P E
-+
_
3/4" Brokcn Traprock
1/2 O.D. G
G
3/4" Crushed stone bedding motI l
PIPE C V V
C a
in rock excavation or as directed by
G
a
the engineer. The material shall
6' Min, 'a .0 .0.
V ol
V ol
4 d
meet D.O.T. M.01.01.21 for 3/4'
-T -
stone. Bockfll to centerline of
i I
pipe when using Polyethylene (P.V.C.)
I
or A.D.S. pipe.
(- 12` �--E
FT
-
12'
TYPICAL SANITARY SEWER
TRENCH SECTION
NOT TO SCALE
SAWCUT AND SEAL JOIl
EXISTING
PAVEMENT \
4 4 4 4 4 4 4 4 4 4
4444444444444
44Q4
444444Q4
O O O UO.
OO 0 O O 00 QOp
O 0 0 0 00 O
TRENCk
VARIESWili
-
SEE TYPICAL
TRENCH SECTION
TEMPORARY" PAVEMENT
PATCHING DETAIL
NOT TO SCALE
• MARGARET N iI i
MA4ZON/ G. DA �V A. & F JOHN T. EX C.8. 0
£X / P.: SUSAA( E. &' L/NDA S TF-191.a8 II
\ N 6747 i6" w L y ,:P EC I ENGF/ �n�� FISHER I i 1
54.24' -...,_ �N 6529 55" W IcAPP£,q)
_ 1 B4 �_ EXrst 20' II
\ 157. �+.. EX LP• SANITARY
EX. S.M. H. SeIR EASEd/EN7' II SNET. CO.
(CAPPED) T F. -189. 3 111E TO /N FA I�OR ac EXIST. 30' SAW/tARY (%f
I EXXS1 72' S-0.50' HIVQ',SpU_ SEEASEMENT iI No. 427
.VAP go PFR +mow F.L.-183.4 - Mi
h'EF. No. 1 '_N 65 Ol 06 ., MAP R.
No. 3 -- - Pil
EXIST. - 711E 701yy
,3.iO.2¢' � p EX. /.P. � -_.. 111NOSpp S iI
' J -- 20 S✓OE y -�_ .� (CAPPED) £X. /.P.
_ II
`� -�., YATrO _ (CAPPED)-
.- .r.. N 64 4 N
ti 1 \..% ,:_ - _ 323 .�...., O26 _ W _ _ - S Ex.1S.M.H.
EX. P
IJLt�►�„t _ REMOVE EXISTING 18"CMP AND
90'\\ ( cc X 90' Sp/gR,c r-GRADE O DRAIN A MINIMUMDEPTH OF a"BELOW EXIS " C� r II RE -GRADE, LOAM, SEED AND STABILIZE
e
i GRADE SHALL BE MAINTAINED ON THE •1-= THE SLOPE EMBANKMENTS.
FORqfiN\\ ' PROPOSED L 0 T No. 1 O �- i-1 /2" FORCELINE EX T1NG E WA 20' EITHER SIDE OF THE ^
" I r
139 501 S ft. SANITARY SEWER / EX. 18; l3`. ' II
9• f y' MAIL .
I I \ AI FL. 4183.71 � .,�I ' - �"' n MAILBOX
\\ 1).zu CC. r- T.O.W. 186.000l 0 Ili TOPSOIL flit
TEMPORARY
J II
INV=178.00 QI
l \ r 'N. ` PILE (k 257.00' ,� - II EXIST. SANIT. LATERAL
END OF EXIST. LATERAL
-�- _
+4K ' TO BE FITTED WITH END 5 &j
fir+ / f>; I � � R II I CAP WITH 1-1/2" FITTING Ta
/ \" v W 7• " I 'a) I FOR THE NEW FORCELINE `
t h O^�j II 1 �E 425
- --� 2� OE YARD
565.93, 1 ON EX/STINCi ' III
' --- � «
8" CT D.O.T. 2' STONE TO BE PLACED
OVER FILTER FABRIC MATERIAL
SEE PLAN
FOR PAVfUFNT wnTHt
_1 s 6¢ 4 - KOVNDA n01V ' iI FOSTER STREET
� EX1sr. I
�- p26" E :g(x%[DER iyv=177.0o TO REMAIN
ANTI -TRACKING APRON
90' X 90' -V&AAr , a,.� , 24 032C'' f not to scale
t J LIMIT OF REGULATED z0' sioE YA o __'i- ---_ GRADE ro „� 2
AREA LINE DRAIN £x. F4" 1�TP6 -----
�) \ /� �Et , / / 4 10' WIDE ACCESS EASEMENT II I 16'x 25'
ANTI -TRACKING APRON
I PROPOSED LOT No. 2 1 (SEE DETAIL)
1 I 1 17J 387 sq. fC. iEMPARARY ♦ GAR. 178.0 '�' t N W - - _ J
r� .. _ In _w-- 644Q2�-
I. �.
l4r... ----_ - u ADO1 1 PDX LOC'ATI01d
STOCKPILE 6" WATER MAIN CONSTRUC110N SEQUENCE'
OC. , � ` �� /� z _
(169,580 sq. ft. exclusive of access area) s _ `� _ ` 777 . W
i
LO.W. 179.0 �PµtSARY so go, W-0,12" S 6440.26'" E .
IEEE "siii�X. 24" ACCMP 200.00,
�. V F F.L=174.37
INVz1 .00 / 10' WIDE ACCESS EASEMENT
1 JL / PROPOSED IN FAVOR OF
�, / I LIMIT OF CLEARING LOT NO. 1
P1114-^���-�' y FDN DRAW -/ I
170
__ / / / - ._ ✓\\ -_ Ill
-
/
s 74•10'16" E-� � 00' WILL/AM E.
KE/TH
8.
� FX SM.H. '� �
TF=1?9O7
�~
99.36" TO MEN• .
EX ION.
T.F. -190 O1
EX. LP. == '►
N/F
NOTES: BARR MYRIZE e
1. PARCEL AREA IS 312,889 sq. ft., 7.18 ac. y
E
PARCEL ZONED RR AND AA-30.
3. ALL MONUMENTAT10N FOUND OR SET IS DEPICTED HEREON.
4. COORDINATES ARE BASED ON NAD 83 DATUM.
REFERENCES:
2-(COMPACTED) CLASS 2 BITUMINOUS
/ CONCRETE
SURFACE 2COURSE - M.04
NOTE
T"(COMPACTEO) PROCESSED
TRAPROCK BASE - M.a5.01
6-(COMPACTED) PROCESSED GRAVEL
.-ter SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACKRLL) M,02-GRADE B
NOTES
1. ALL SAWCUT AND SEALED JOINTS TO
BE EITHER PARALLEL WITH. OR PERPEN-
DICULAR TO. THE CENTER -LINE OF
THE PIPE.
2- THE CONTRACTOR SHALL APPLY COLD PATCH
IN LIEU OF HOT -LAID BITUMINOUS CONCRETE
IF DURING OPERATIONS THE ATMOSPHERIC
TEMPERATURE IN THE SHADE IS LESS THAN
40- T UNLESS APPROVAL IS GIVEN BY THE
TOWN ENGINEER.
ALL MATERIALS ARE TO MEET FORM 814.
AS AMENDED.
1. "MAP OF SOME LAND OF MARGUERITE S. KARLSEN & KLARENCE
A. KARLSEN-SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100', DATED
JULY 9,1970. PREPARED BY EVERETT 0. GARDNER.
2. "PROPERTY OF CARMELO LITRICO-SOUTH WINDSOR, CONNECTICUT".
SCALE 1"=60', DATED AUG. 1949, REV. TO MAR. 3, 1953. PREPARED
BY ROBERT H. CHAMBERS.
3. "TOPOGRAPHIC PLAN -LAND OF ERNEST E. REICHLE-SOUTH WINDSOR,
CONNECTICill SCALE 1"=40% DATED FEB. 3. 1982. MAP No. 5853.
PREPARED BY GARDNER & PETERSON ASSOCIATES.
4. "RESUBDIVISION-REMAINDER OF PARCEL "A" -GREEN RIDGE -SEC. III,
SOUTH WINDSOR, CONNECTiCUT-SUBDIVIDER U & R HOUSING CORP.-
99 EAST CENTER STREET, MANCHESTER, CONNECTICUT". SCALE 1"=40',
DATED FEB. 5, 1976, REV. TO AUG. 3, 1976. PREPARED BY EVERETT
0. GARDNER & ASSOCIATES.
^
n ,I
UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN; ARE BASED ON AVAILABLE
to T
INFORMATION. ALL EXISTING UTILITIES SHOULD
w r0i
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
V
N
A.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
N A
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
L
if
REVISIONS
4
3/6/98
ADD NOTE RE: FORCE MAIN
3
2/26/98
REV. LATERAL TO ll
2
9/8/97
PER CONDITIONS OF APPROVAL
1
6/5/97
PER TOWN STAFF COMMENTS
NO.
DATE
DESCRIPTION
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3001 1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTiCUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. THiS
KMI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.12882
E
/
JP
8 RICHARD P. MARTEL fJC. No
N/F
S /L D `� /Re L.
BRAGG
GRAPHIC SCALE
40 0 20 40 00
( IN FEET )
1 inch = 40 ft.
;W
20,
- VIS EX. S.M.H.
TF=186.20
` FL =177.00
1N✓=182.00
16' WIDE EX. .P. iI i (FORCELINE)
BITUMINOUS DRIVE
1. PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND THE
DEVELOPER SHALL HAVE A PRE -CONSTRUCTION MEETING NTH THE TOWN
OF SOUTH WINDSOR STAFF.
2. THE SURVEYOR SHALL STAKE OUT THE LIMITS OF CLEARING AND
ACCESS DRIVE DISTURBANCE. THE TOWN PLANNING DEPARTMENT STAFF
IS TO BE NOTIFIED PRIOR TO TREE CLEARING TO INSPECT CLEARING LIMITS.
3. INSTALL EROSION CONTROL FENCE AS DEPICTED.
4. INSTALL THE ANTI -TRACKING APRON AT FOSTER STREET AS DEPICTED,
5. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS, AND AS DELINEATED
IN THE FIELD.
6. REMOVE AND STOCKPILE TOPSOIL IN THE LOCATIONS DEPICTED. RING STOCKPILE
WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON
SOIL THAT IS TO STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO
SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTUSED AREAS.
J. INSTALL UNDERGROUND UTILITIES. HOME CONSTRUCTION CAN BEGIN AT THIS TIME.
8. PREPARE DRIVEWAY FOR FINAL SURFACE AND FOR LOAM AND SEED OF OTHER
DISTURBED AREAS AT THIS TIME.
9. PLACE FINAL SURFACE OF DRIVEWAY AND LOAM AND SEED AT THIS TIME.
10. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED
AND MAINTAINED AS CONSTRUCTION PROGRESSES.
11. EROSION CONTROL MEASURES MAY BE REMOVED ONLY UPON COMPLETION OF
CONSTRUCTION AND THE FULL STABILIZATION OF ALL AFFECTED AREAS.
II
GENERAL NOTES:
II
1. THE SUBJECT PARCEL IS NOT LOCATED WITHIN THE 100-YEAR FLOOD HAZARD ZONE PER COMMUNITY
(i
MAP PANEL NO. 090036 0003 B (SOUTH WINDSOR).
Ii
2. INLAND WETLANDS FIELD VERIFIED BY JOHN IANNI, SOIL SCIENTIST ON MARCH 4, 1997.
II
3. CONTOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED.
II
4. TOPOGRAPHY IS BASED ON TOWN OF SOUTH WINDSOR SANITARY SEWER AS -BUILT DATUM.
5. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS.
II
6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
II
7. EXISTING UTILITIES AS DEPICTED ON THE PLANS ARE TAKEN FROM AVAILABLE INFORMATION.
II
THE CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE
EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455.
II
8. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND THE DESIGN
g
II
ENGINEER.
9. ALL STUMPS TO BE CHIPPED ON SiTE. NO STUMPS OR CHIPS ARE TO BE BURIED ONSITE.
W II
91 11
10. FOUNDATION DRAIN DISCHARGES ARE TO BE EQUIPPED NTH RODENT SCREENS AT THE OUTLET.
II
11. FOUNDATION DRAINS SHALL BE 4" PVC WITH MINIMUM SLOPE OF 0.5X AND SHALL BE
lZ' II
EQUIPPED WITH A BACKWATER VALVE.
Ii
12. THE PROPOSED HOUSES SHALL BE EQUIPPED WITH ROOF LEADERS AND SPLASH PADS.
II
EX. L ; II
5-0 0
W-0.1
S EX. S.M.H. SEEDING SCHEDULE
T.F.-183.09
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOCAED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL NTH FERTILIZER APPLIED AT THE
,h, 1P RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
EXISTING IRON PIN
®
IRON PIN TO BE SET
_ -0- -
EXISTING SANITARY MANHOLE AND PIPE
X287.3
EXISTING SPOT GRADE
r3Si tl
IGV /.JI
PROPOSED SP1n1T GRAnE
- -300- -
EXISTING CONTOUR AND ELEVATION
--
PROPOSED CONTOUR AND ELEVATION
k
EXISTING UTILITY POLE
- W -
PROPOSED WATER SERVICE
- - -
SILTATION BARRIER
rYWy-'x
EXISTING TREE LINE
860.291 8755
esi n TOPOGRAPM PUN
ro fessionals, Inc ■ DESIGN. J✓,o I DRAWN. SRB CHECKED: RPM
Civil Engineers • Planners • Surveyors • CIS ✓OB NO.: 97-983 1 DATE.• APRIL 4, 1997
165 south satellite road - south windsor conrnectir-ut 06074 ORAWNG NO.: D: 1 /0819798J197983
UK LWUIVALLNL IN AUVIHON. JUU YVUl Vr Jo_U-U i A\,KL UK LUUIVALLNi Ur Z)LUK
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SO. FT,
PERMANANT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45X
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SO FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1.000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE
�Wlllrrsva»i►s,
> _
PERSON RESPONSIBLE FOR IMPLEMENTATION OF THE' EROSION CONTROL PC?jf1�F, � ,._ Gc.
- �''%r4, e
JOHN FRANCIS REICHLE ++4�P,'>C
246 GRAHAM ROAD �+ CO
SOUTH WINDSOR, CT 06074
TEL. (860) 644-4551 ; ? x .i'' �• ;
'i96
RESURVEY PREPARED FOR �..'I EV]
John F. & Mary M. Reichle 4-
Foster Street '/"/A..�
i
SOUTH WINDSOR CONNECTICUT