HomeMy WebLinkAbout99-26P_RESUBDIVISION PLAN PREPARED FOR- BARBARA S. WODAL_SLATER STREET+� �; i c�rvn. of J actt/Z LUfizd�a7
1540 SUtr IVAN AVENUE • SOUTH WINDSOR. CT 06074-2786
AREA CODE 860/544 2511
FAX 860/644 3781
.June 2, 1999
CERTIFIED MAIL
Mr. Andrew Wodal
374 Slater Street
South Windsor, CT 06074
Dear Mr. Wodal:
Re: Appl #99-26P, Wodal Resubdivision
We are pleased to advise you that the Planning & Zu11IM' Commission vr)te d on Muv
25, 1999 to approve with modifications application #00-26P Resubdivision to create
two lots on property located 374 Slater Street, A-30 zone as shown on plans prepared
by Messier & Associates, project #98-170 and revised through 2/99. This approval is
subject to the following modifications:
1. This approval is for 2 tots, numbered 1 & 2.
2. Drainage and construction [or this subdivision is subject to the approval of the
Town Engineer.
3. All lots shail be se,-viced by the Town of South Windsor sanitary sewer system Lind
-ire subject to the approval of the Water Pollution Control Authority.
4. Water shail be supplied to this subdivision by a well.
5. All plans used in the field by the developer must bear the stamp and authorized
signature of the Town of South Windsor.
6. All easements for conservation purposes, drainage or utilities, that may be
required in connection with the approval of this subdivision, must be submitted
on standard Town easement form where appropriate, to this Commission prior to
tiling the mylars and issuance of building permits. All deeds for open space,
public improvements and roadways must be submitted prior to request for Town
acceptance: all deeds must be in accordance with the policy for accepting deeds
and must be approved by the Engineering Department and Town Attorney
Footing drains are required for each house. Prior to the building of any strucl ure
a lot, a topographic map, drawn to a scale of 1" _ 4U', shall be submitted for
eac t in the subdivision, showing proposed contours, elevations and the
locatio f the footing drains. No building permits will be issued until the
proposed ntours, floor elevations and location of footing drains have been
approved b he Town Engineer.
I , >r any re. on, finished grading and other individual lot site work is not
e-trd, + e Town Engineer shall determine the amount of a cash bond to
grading and site work. This cash bond must be submitted prior to
:r pit a Certificate of Occupancy.
e assessment fee in the amount of $50 shall be submitted to this
�;Nls n.
%ldingtermits will be issued until all modifications have been complied with
Vnner's
pians have been tiled in the Town Clerk's office.
l owreview comments dated May 19, 1999, must be addres ed to the
T( n Erigineer's satisfaction.
E31aci ;area white transparent mylars of Sheets # I with the above modifications,
together with three blueprint copies of the entire set of plans (including architectural
elevations) must be submitted to this Commission within 30 days to be stamped and
Jigned.- been signed by the Commission, they will be returned to you for
of the Town Clerk by August 27, 1999. After filing these plans, a
t must be submitted to the Planning Department.
Very truly yours,
PLANNING & ZONING COPMM1S5ION
Walter Mealy, Vice Chairman
.l d1w
own Engineer
hief Building Official
ta
r
rtr ndent of Pollution Control
Mhat
Educauon ,.�• "�`T'-
y -'�Aaw � < i�yr 1-
M.
"'� t '"�� r •is��
SOUTH #ZJVDSOR L4 D RECORDS
RECEMED FOR RECORD/NG.-
TON4V CLERK DATE T/W
ns.1rr ivo.
APPROI/ED BY THE SOUTH `1NOSOR PLANNING AND
ZONING COMM/SSION.-
CHAIRMAN GATE
rO 7W &sr Or MY KIY4? IM5F AW AELdgr MW MV S S ffr")14LLY C6WRAf07
AS MATED AWWW AAV 1hff SL~Y Mn MV 1AS 6' MN AAMPARD AV
Or Ca ME71 M STATE AWWWY - "AiOW&W S7MW34 W AW SYAM)"S' Mf0 AWS
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(,SEE ibVW)
t
- -....,ter � �/•98
f<v -
N/F
DA6-BORAH W 011ARLAND
I1oI. 979 / R .99
ASSESSORS MAP 29
LOT 2
S 3�\
33 00,' po
' 76•. - &
APPAROW
'S7RLfFT L,fW
1.SEF A0MV a�
121.00' EX.
N 08'-23'-25" E
BEES $.�.j42
CURB
85ZATEiQ= 71_ FZET TF=25.3.4 TF-254.4
1N11=244.2 /Nl1 245. J
•
EXISTING IRON PIN
O
PROPERTY CORNER
ANGLE POINT
UTILITY POLE
EXISTING CONTOUR
255.08
0
EXISTING SPOT GRADE
ZONE.- A-JO
ASSESSORS AIAR 29
LOT I
'ef. Vol. 76 / Pg. )
COPYRIGHT C 1999
ME-WiR & ASS"= //VtC-
SURVSIMS - DVOY ElPS
TNESE DRAWNGS ARE lN£ PROPERLY OF THE ENGINEER/
SURWMR AND MPF MEN PREPARED SPECfnCLY FOR
THE OWNER FOR MIS P14A/ECT AT THIS SITE, AND ARE
NOT TO BE USED FOR ANY OTHER PURPOSE, LOC477M
OR OWNER #fl77 UT WR/77FN LL'YVSENT OF THE ENQ'N£ER/
SURI £YOR.
NO DECLARAMW /S EXPRESSED OR NPUED UNLESS 7N1S
PLAN BEARS MF EMBOSSED SFIL OF THE LAND SURW)7IR
AND/OR PROFESSIONAL ENGINEER #NOSE SIGNATURE
APPEARS HERMN.
�Ar
b -9991)LE
O�� O Q
heb
L OCATION MAP
EOMOND J. S/ERB/NSK/
lio% 414 / Pg. 8J
ASSESSORS M.4P 29
LOT .i.3
R/0/0RD ✓ENN/NG'S"
LOT 1 G.ENE.RA,L NOTES
0#N' ER/APPL/CANT
3411FA64RA S. `YOOAL
974 SLATER STREF"T
SOUTH ` 1NOSOR CT.
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GRAPHIC SC&E
0 40 40
20 60
MESSIER & ASSOCIATES, Inc.
SURVEYORS - ENGINEERS
288 MAIN STREET
WJ MANCHESTER, CT. (860) 646-6013
PUTNAM, CT. (860) 928-1171
PLANNING - SURVEY - DESIGN - CONSTRUCTION
RESUBDIUSION PLk V
PREPARED FOR. -
RA IRA PA C
374 SLATER S1-REET
SOUTH WIMOSOR, CONNECT/Cl/T
19UT>
1 05 24-99 1 ADD NOTE ON SHED RELOIC4T/ON
2 06//4/" 1 ADDED-0WNAPPR004Z LETTER
,4XC= 99-0160P.,9#V,)
; RRM
p�'OV ; RN
Qskm ; RRM
.STET or
Ap 5tXrr Ma, 98-170
P,W M� 99-0160P
Posts— 1.) posts anSet ts d GE
F
excavate a 6 x6"
Angle 10' trench, set post
upslope for downslope.
stability and
self cleaning.
100'
12" min.
,- — F depth
.3.) Bockfi// the
trench and compact
the excavated soil
Compacted
Sockfi/l -°
STANDARD S/L T
FENCE
NOT TO SCALE
1
2.34 �,1IL„ �98
Attach geotexNe
1'cbric to post
k extend into 2J4 - i ,/ /� , 2_T9
rench.
240
241
/
/ Rop �o 0
o ego
oO� od
4" m/N. 00,2p:8 8QP
0 00%8,
CT DOT 2" CRUSIIED
BROKEN STONE OR S j
OR,4WL RLTER
FABRIC
ANT/-TiQACIr/NG' PAD
CONS,rRZ1CT/ON ENTi?4NCE
NOT TO SCALE
NOTES
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If l-rK _.n 1•�
SOUTH WINDSOR LAND RECORDS
RECE/liEO FOR RECDRD/NG:•
2J7 I_
238 L__---_-
241�_f'
242 1--"
244
24
I
248
Oa4R0
RAIL
i
249 /
F/RE
HYDR4NT
WATER
VALVE ,•
i
2 11
° r 255
ems- r i
TOPSOIL
NA7I-VE SOIL
9AC'F/L L
GRADE
7777
EX/ST/NC�
PAvF,tiENi L
'
FINE OR,4kEL OR
COARSE 54NO
6 uIN 6 WIN
(NO STONE LARGER
THAN 1 1/2 )
b
1 112 INCH ON
PVC OR HOPE P/PE
/7777777-
FOOTING ORAIN OUTLET
UNOISTURBEO
'v'4TURAL s0/L
247 P/PE 7RZMCH DETAIL
Z:� 248 NOT70SC.�4LE�
\� 249
/.CUHPIESD_
SET. rn�cc
ZWNCH
SE rmv
U,
U?
PATCHIlIVO DETAIL
/A117r 77 C17YI F'I
S4W Mr AND SEAL ✓DINT
1 " (COMPACTED) CLASS 2
O /VM%IYOVJ CVN(iRL�
SURFACE CDURSE (OR
MATCHINO EXISTING; /F
GREATER) M.04
2" (COMPACTED) CLASS 1
SIMMINOUS CONCRETE
&MOER CDURSE (GYP
MATCHING EXIST/NO,, IF
GREATER) M 04
6- (COMPACTED) PROCESSED
TRAPROCIr B4SE--M.05Of
6" (CDMPACIFD) PROCESSED
GRAkFL SUBGR40E (TRENCH
B4CKFILL) M.02-GR40.B
N07FS
1. ALL S4W CUT AND SEALED ✓O/NTH'
TO BE EITHER PARALLEL KN OR
PERPEND/CVLAR TO, THE CEN7ER-L/NE
OF T7/E 'PIPE.
2. ALL &4TFRb4LS ARE TO MEET FORM
974 AS AMENOEO
LjNj
L OCAT/ON MAP
SAW Mr AND SEAL ✓GYNr
1Y17T,' TACK C047004.01
2" (CWRACM?) CUSS 2
817UM/NOUS CONC'IP£TF
— — — - SURFACE COURSE (OR
EXISMO,, /
GREATER) A/.04
7- (COMPACTED) fRPOCESSEO
TR4PhOCI( B4SE-M 05. 01
6" (00MPA0 j PROCESSED
GR4M SUB4SE OVER
06w10A07M S11MR4GlC
(TRENCH BOCK f7L M. 02-
aMA B OR Y SSSED
T124PRG1CK
I2` i I 12` APP/POIP£D B4CYY FILL PLACED
AND COMPACTED IN 12` LAYERS
*4M! TRENCH TH A//N.
I ° I (OR AS OTHERIHSE APP/P012r0)
s rlr- � i NO SrCKE' LARGER IAOW .r
NOTES
(l� >, ALL S4fY CVT AND SEALED ✓O/NTs'
TO BE EITHER PARALLEL NI-H, OR
PERPENDICULAR TO, 7h1F CENTFRLINE
_ 7E_ YR0R4RY RAkFYZ_NT OF 7h'E R�
AREA �� �� IEX PATCHING' DETAIL g1+�6 AS AMENDED
2. ALL A647E7PNLS AR£ TO MEET FORM
AhV6" I R (NOT 70 SCWE)
OPEN AREA
10,
EROSION AND SED/�l1ENT CONTROL PROCEDURES
-----------------
M. i % / 3
Olh4`S LINEStoked hoybo%s or silt fincing shall be Insto�Xsd dOWM4000 of PMPO �sd oroas of dlsturtwnC*
Imo' ° �'M'�° 'w AMMEW ; ` tb commend an sb7 or excawt/w of the sal on this for drew ,
' � I I f3'p�2SED I / , prior ng y Plang P✓��Y �'
F171�71tiG' PLR7P/A/E7Z7F' �.J I I ^" 1C- structure and tINA s cans&wbon. The areas of land d/sturbance ore indoaMd by die
2-Srafv h &-,Qr,q� �y�
,' G�PNN Top of Foundation CARWLF �` ^ ! be proposed' show» and
sho /I be loot M the �� obso✓utel / noece�ssvry �/ d/slrirbon
�/ I h I �sament Flom CID' I Garage Floor h / � c �*
2a �• I�S� I Bey -244 &W i ffio required
Eb►: =?5'Y.3Et
Bot� 7�Fo�oting I Top/ oil and sub�:a shall be temporarr)y stOCIPW oln srto os necessary, and such
------ 2,.0' stocIvaAe(s oho// be /ocoMd as dose as Pmcbtca&iv to the areas of cans&wbbn and !n such a
fA%W I j, 256 manner drat nature/ ormnage is not obAstmawd. Sal stockpnlas shall be ringed with o ,antecti►b
C4nPAtY Z F Y r f�4t^h's �h baffler of stoked hayba/es and/Or silt lievrcing.
r0 50
o l �2ILY & swn and sediment control/ barriers Mou/d be /nsoected fnequen and shall be ma/ntalned
hp /N Th�� �,9,161 In sabWoclory cardlhtorr thnughout the constmobbh perod slo as % bs o&o tb function pvgoeflya Q'V� G �Y 1s ,cE of ol/ tYmes: Repalr or rap✓acwrrent shall be made pfwnpdy where needed.
A9 )902C LSID 6w _
corhxs Wy
- - I N� N/ disturbed areas, rV*F&ees of bWr o.-OMN7 on this 06, sire// be Me` graded and
sla&Arrd as soon as prtacbccable fSo✓owf sub�ston&l cornp✓Moo of the prgoosed
L OT AREA ED11t�ND ✓ SIDWA6*I consbruc6ba. Insofar as seasaro/y =, o// disturbed areas shah' be stab✓/lzed
z OT 414 / Pg. 83 by d*f0&lshment of o P007Mnernt seedbed or lnstallaton of permone►nt muk�hing
1 ! 30113 ®.Sf'r , ASSE3WRS' AOR 29 lmrned 01y f�o&W1flg ntT IM gradYny. if #M1 grd0ft mu t be de4*vd liar mom b3an X days
B/TUM/NODS AP1°AREIVT , .' ,� LOT .�3 0� f° � aWurbance act am comp4ted arw, or If psn»oneat seeding /s not
PAVEMENT °, srJPEET ��bVE `' 0 6913 1'tAC ,' ��/y p�UP wlbbin .iO days of COMPM&O of &?a( gradng, &M»VOr�ary Sufi/ st�v AIZO O
• 256 `,WMW ✓ENN1Aj5 `" measure ca�sbV of heow mukA*g and/a• temporary siding shah' be paY rmed. This
/ , �1 •°\ (Sm' /1K�7FS% % ; shah' oAa to W and subsol r. The deed a ban
vy b�t�,� rY �b
r / 2 E LOT 1 /s Pwwwwh A>vpw x� wA* slued qOj Md at o recbrnmerrded rate of 2 /bs:/ 10W fw*4 and
YTI*Wt w OAP&d at a MM of 90 /bey/IWO spuam het, Recommended ptandng for
" temporary seeding ore Akrrch 1 to ✓rare 15 and AWuat 1 to October 15 fie rW0MMerrded
121.00' 255
O _ EX. Mimpovey muk h Is a/r--ddod wood cb* free freer coarsls madw,, hoat*d wlffi 12/bs nA'na w
N 08' - 2 3' - 2 5" E / P Per lbn. go�o✓k�ab�or► rate far the mulc/r stiou/d be 18.'f to 275 1bs:/1 t�01D slAuorr feet. Nhev�e
�CONC. EVERGREEN' TREES EX SNET ,' _ a pernwn&7 sMsrtfbed Is to be OSAWiNW,, o rrcanmerrded minimum of 4 rnchw of tn�asal olio//
COLUMN I B/T. 42 / 'w be ,fins 9vn�alsd and raked to remove large stwmv and ob'rer- d*A-M Um�sia�re She# be
- �, f>!0 LL'1NC57'RYiC'TiGW
APRON (ry°) OAcV at o rate of J tams per 00% a• 1.3�5' /bs:/1A00 spcore feet; and 10 20-10
or 10-20-20 f�rt�9 w shall be aAa/ned at a recommended rat* of 220 /L�/acre, or 5.0 /bs:/1000
B/T. CURB �yy 255 ,' square fret Linweb s and fsrNiz r e�ha�� be worked Into die Mpslorl unif�o►rm#, to o minimum depth
— /�'�(517 of •f ibT*s& wA* o were w� o sarrngt+ooth hormw, or odrsr sAWNe equipment folowyng tips
R = -_ / _ = M10 can&&& The S&w*~ Mae mr�lrair /br ad dished 9f+�s areas 6s ar fSo►� aw
SLA TEiQ �S 7R-ZTE _-- �—� N My Kenftx , m ,M Mb�/a" 45U/1" Vuam ftet
TF-254.4 Cjeewn? /pled FelaoYie 41: 2Y.Yb4lr/acre 4.S✓be:/1GbID square feet
EDGE OF PAVEMENT /NV 245..E Pie wnro/ JyWtvss 10X Mar./acre 1aft/10W square feet
255
For gotima/ growfng cawlr ws and eestaws>hment of 1Vnh1wM grass c vw, seed/ng should
LANN/ STF�EETS/
CROSS—COUNTRI' I _ PAVED Af?EAS
TORSO/L ek SOD OR SEED I SEE PERM,4MNT
PAVEMENT PATCH/NG DETAIL
d . • • •
c• a APPR012_0 OMMILAR NON-
• ORG4N/C Q4C/(F/LL MATERIAL
• , PLACED AND COMPAC7ZAD /N
ONE FOOT (1 J (M.4X.) LIFIY
WARNING TAPE PER CONN.
6NER4L STATUTE SECTION
• 16-J45, AS AMENDED, PLACED
• ' • 12"(MIN.) TO 24"(MAX) ABOVE
° . • , • , TOP OF P/PE
S4N0 BLANKET
PIPE, AS SPEC/FIFO
0
�/4" BROKEN TRAOROCK
-2/777777,777/w/a/77777//
I2` o. a PIPE I2` EX/S77NG,
PAI�MEN7'�
TYPICAL ,54NITARv SE�YER TRENCH - - - -
CROSS SECTION DETAIL
normally be pevfS n7dd Only during b're periods of Apnl 15 to ✓k/w 1 and August 15 to
Septwnber 15 /mmedla� thobwing seeding, b3@ ssoedsd s nwe should be mukhod wyM
sbzaw or hay free fmm woods and coarse nattier at a roM of 1 1/2 to 2 tawl0cre or 70 to 90
/bs/fow square feeet. A411ch should be anchored ImmedhM✓y 04'er syvreadinngg by 0A01katon of a
9ANCX./rlR�' /Iquld mulch hmofer or mulch netting applied In acCOM017 ce wfiYr the maOU40ctuAW S recanm007dat50ns
TOP 07' JflG. A'.IIL
IN P4 FX41rx/ VT
dlE'f.'/TION = 254 �� #hwv permonent muk hft is des/red or requwod for stab✓lavtlon or decarathae purposes,
mulching situ// consist of o ssooWvy ksyor of wood chips; crushed stone, washed gnaw/,
etc. EMM4017 and sodrment 000tro/ borrWs she// not be MVMMW until fine/ growing
has been co mp ted, a// disturbed oroas how bow permandoby stablfted and al/ newly
grassed aroas how hod of least twn mowings
TOWN CLERK DATE T/I►IE M.4P No. MESSIER & ASSOCIATES Inc REV.a417 CRIPT/OW
254 OWN0R.. SURVEYORS — ENGINEERS 1 05-2,4(-99 VOW 77 ADD 70,775 AND DIETAI[S
APPROI/EO BY THE SOUTH `Y/NOSOR PLANNING' AND ZONE .• A-30 288 MAIN STREET PER 7OWN STAFF REYIEW
ZONING CO/LIMISSION,• 84RB419A `MODAL GRAPHIC SC,.4LE MANCHESTER, CT. (860) 646-6013 2 062� 99 REMISE /TYR.. PATCHING DETAIL
974 SLATER STREET o 40 80 ASSESSORS MAP 29 PUTNAM, CT. (860) 928-1171
SOUTfi/ WINDSOR , CT 05074 iii LOT 1
CHAIRMAN DATE HOME PHONE 644-1860 20 Ref. 1/0% 76 / Pg. 189 PLANNING — SURVEY — DESIGN — CONSTRUCTION
7O )W aMr Or AW A%V#11 W MD AEZA9r Aff MV S 5Z4WrM/n4LL r MOWC7 ( SITE DEVELOPMENT PLAN (COMP. fiLE= 99-016SD Oif�)
'5''07M hf9WW Any »fS SZ4%EYAW A°N45' AFDV'99WEV AV APPL/CANT.• COPYRIGHT ® 1999
ACY, Cl Ml7tl SEC7it'i1L5' 1YJ-.�GCi9`-1 liSOPI�J M-XW 7C Ar rW AEM" iCM/S THE LOCATIONS OF THE EXISTING UNDERGROUND UT/LIT/ES SHOWN ON AW AWS SL317E :
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ANOREl�Y `MODAL THIS PLAN ARE BASED ON PHYSICAL EVIDENCE OBTAINED IN THE FIELD PREPARED FOR.' ,�E- ; > =20 Fr.
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!N Thies S7WE CIS' C>✓A#WV x3'/7" AS E7VY�!'WSW BY 7hF C�41FCTiCY/T ASS 4716W AND AVA/CABLE MAPPING SY OTHERS. ALL SUCH LOCATIONS ARE acsV ; RRM
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SOUTH A�INDSOR LAND RECORDS I
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APPROVED BY THE SOUTH WINDSOR 10 ANN/NO AND
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NONE MESSIER & ASSOCIATES, Inc.
MA SURVEYORS - ENGINEERS
F9 288 MAIN STREET
MANCHESTER, CT. (860) 646-6013
PUTNAM, CT. (860) 928-1171
PLANNING - SURVEY - DESIGN - CONSTRUCTION
COPYRIGHT C 1999
MESSIDP & ASS"TF,S; INC.
Sl/RVL�Yt7Y?S - iWNEERS
TXESE DRAWINGS ARE 7H£ PROPERLY OF THE ENGINEER/
SURPEYOR AND HAP£ SEEN PREPARED SPEC/RICALLY FOR
THE OWNER FOR THIS PRAIECT AT THIS SIT£, AND ARE
NOT TO SE USED FOR ANY OTHER PURPOSE, LOCATION,
OR OWNER W/THOUr WRI77FN CONSENT OF THE ENGINEER/
SURWYOR.
NO DECLARAMW /S EXPRESSED OR IMPLIED UNLESS THIS
PLAN SEARS THE EMBOSSED SEAL OF THE LAND SURWYOR
AND/OR PR0t7S5/0NAL ENGINEER WHOSE SM07ZIRE
APPEARS HEREON.
GL'NE'RAL LOCATION PLAN
PREPARED FOR. -
BARBARA S. XODAL
J74 SL4TER STiQfFT
SOUTH WINOSOR CONNECT/CVT
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