HomeMy WebLinkAbout98-57P_1 LOT SUBDIVISION_COLLINS CROSSING & NEVERS ROADI
1 LO SUBDIVIISION
COLLHNS CROSSHNG a Nl.�EVERS ROAD # SCC�)U H WRNDOOR * CONNEC RCU
Zoft Date RWk
/ONF! RLIRAt RESIDENTIAL (RR) & F LOOD PLAIN FP)
IUM
-
RLQUIRED/ALLOWED
PROVIDED
I of Area
40,000 sq ft. min.
190,266 sq. ft. min.
Lot Width
175 ft. min.
273.44 ff. m1n.
Lot Depth
200 ft. min.
682.82 ft. min.
I at Coverage
10% max.
0.94%
I—Perviourl Coverage
IT11
10% max.
1. 0 4A
Building Height
30. ft. max.
< 30 ft.
Front Yard
50 f 1.
50 ft.
Rear Yard
50 ft.
50 ft.
Side Yard
20 ft.
20 ft.
NOns
I THI% DRAWING IS IML P4OPEH1Y OF DESIGN PROFESSIONALS. INC., AND HAS BEEN
PREPA"D SPECtFICALLY FOR THE OVMERJAPPLICANT FOR THIS PROJECT, IT IS NOT
To 9( I.ISCE) FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS
WITHOUT THE IFXPRFSS WRIT1tN PERMISSION OF DESIGN PROFESSIONALS, INC
rNS PLAN IS INVALID UNLESS it BEARS THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF " PROFESSIONAI ENGINEER OR SURVEYOR
k#4W
t, M)PENT1 1.104S ARE TAKEN FROM MAPS
WNTUO, *CADASTRAL MAP, TOWN OF SOUTH WINDSOR, HARTFORD
=MjSCALE I"-100', DATED MAR 30, 198&
,_Mr,nCU T"
f#$ 0 PREPARED 81 WINN ASSOCIATES, HORSHAM, PENN.
NAf
PORTER A. & CATHERINE S
COLLINS
Z
7,
THAti SUfr4Y AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE
REGMATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
C~CTICUr AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FWW OTHER MAPS . RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MY KNOWLEDGE A��BE�LIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
HICHARD F LIU. NO
KEY MAP
SCALE 1"--100'
a
q VWW 17 10
b wof ps-
OWN17P APPI IrAMT
Brian Edwards
6 & M Enterprises
Pleasant Valley Road
South Windsor, Connecticut 06074
Tel. (860) 528-5418
esign
rofessionals, Inc.
Civil Engineers Planners Surveyors
165 South SaUfte Roack South WkWoor. CT 06074
Tel (860) 291-8755 Fax. (860) 291-8757
SOU"M WINDSOR
PLANNING DEPT. SHEET INDEX
2 PLOT PLAN
3 TOPOGRAPHIC PLAN/
r
A EROSION CONTROL PLAN
1111%till�v"Or .4
SHEE. I I
W
AL
N, Tt
7
�Y! 114
714F
"T
T I I III III 11111, 111 i i 11 i 111 � 0 � � � 1111 ��� 1111 , � !III ��� 1 11 11 K 7� 'r; �.. - � L1. " L
OAR
AV
lit
1V
%,-u� oic SotdA "d)&u&,,a t
,54C SULLWAN AVFNI* NW39i Ci fr'l
RFA .13F&FICI
(X,itiber 3n. 1993
CERTIFEEDNILML
Mi Blian 6dwai
P 0 Box 1060
Sotdh Windsor. CT 0074
Dear Mr. FAwiitrds�
Re: Appi 499 5 7 P. B & M Bn(crpuseii Inc. Rtnubdivision
We arc pleased re advise YOL that the Planning & Zoning Corrmisiser voted on Octolier 17, 1998. 1
approve with iricdi'licaLivi uppliciii :049-571'. ResiaWn-twor or. 4 4 acres :o create one (I ) lot to be
kni as on property located at the comer of Nevers Rd.. RR md FF zones a-, Yboy6 n on plans prepared
by Dciiii Prvfesstoni project J,9S 845 and rnised thmugh Sep:ei 5. 1 T:ub ai is
subject to the following modifications
1 TlIus upvoi I i for orw 101. numberec. I
2- Drainage and canstruciinn for dussubdivision is sub -ion ut the app-111.21 ofilic Town Friginti
I A;; *,)rs dud' ' be sarviced hy the Town ofSonth W-riclsor c"itary �A*Irrsysti am am iniblect to the
arr,rovid ofthe W3ter pollution Control Authority.
4. WaEci he supplied to this suhdivision by pishlic water
5 All plars uscid tri the field b% th, dcr. c'optx must bcAr thi surip �nd authonzed signuiturc ofthc
I own of Sourb Windscir
6. A1 mw.ncrits; for conservation purpoGics. drainagi.- or utAtics. tat ni . be required in connection
with :he approval ofti suMN ision. mum be submitted o3 stwidard Town tapernient liarn Micre
4Ttopri !In this Corrurussior prior to ilmy. the mylxs and issuance ofbaild:ng per -nits All
dcti foi or�zi spvI put4i,: ir)provemetus ind madwi�s III he t0nnitted p-ior to milucist fror
To* n aLiceptai al! deceds mui hic it, accord=z� with the poliz� fm acccpttng dcLds anti must he
approi, cc! b) the Engtriceining Dcp;L-ui=a and Town Atto. ney
7 Ft"ting, ( 9aini rutfuired for each lx!usc. ftor to tht: Injilding ofan) stricture iH-. is Ii a
i,"gri ri'ai drawn to a sca cof I - - 40'. shall be submrltcd for cai for in the subdivmon.
!ihowrng proposed contours. ei ions and the II of the frictirli; dram NchuAd.rigpermnis
W3111 be IssLed Until the proposed conloti 1kior clevatiori and :ixaLon of foribri drairs have been
approved by 11to l'o%%m Engini
S. if. for any remon, fitiiii;hed qading ar.d other -rulmdual lot site work is not completed. Itic Town
Eii*�uv,, sh�ill deerni tte artiount of a cash bc�-4 to ensure Ill grading andsitc wo�k. n, is casr
Send musil, be subtrulted prw to issuance of a Cer1jficalc,)fOLcupenc,,.
',k, building pemits w d: be issued untd all modifications have bccn coatipbod with. MW rii daid
plans have hcon III it. the Tow% Clefk'i office,
Black And wnitu transparent rii lars of Shcou h 2 with the above madificaiiiioni to6cthcr with Jkroc
bluciprirt copies of the entire set ofp1ii (including archizecraral flevationsf, muqt he submitted "o t1i
Cotnirnw-4on witnin.A) ii to be stampal antisignmi. Tfie Ii cil approval of (,its
well as ti�ie Irland Wetlands Agency.Consmani Commission, mus0c, reproduced on the mv'm%,
4fter my)am bavc hen signed hy the Commission, they will be tetx-wd to you for filing ri I Office at'
the Town Clerk by Jzmuxry 4, 1999. After filing t1i plans, a copy of!hc roccq7tocst h6c sulmiticed to
the Planning Department
Very IruI% yotis.
PLANNING & ZOI CONIMISSION
Frank A. Castro. h . Chaginsin
FAC'd1%
Fiticlosure
cc Town ELSincer
Chit;f Building Official
Supcinticnilcrit afFollutian Control
Fire M.u-shal
Hood of bducauun
NOTES.
1WSJLLIVANA/LtJU1: - �JOUTHW14CSJO CONN W7.
AREACODE11160
Me Pror DeMillite
Des.g. lIng-oi Ix
4AL-.lit,R�l
lirtuth Wind... C7 Ew" A
RE: Unt-Lout SubdiiWW
Cni Crnsising & Never- li
S017H 1%1N%0R. (.1
Dear Mt DeMa3le
T-nesi-.nih wini wter iv�-innit' c-ii, i Anti-v"). so its regular rinedi of Detrierni 2,199 1. gAw
4Vu�id Aii Lite taii to uie T,�'% sewerage trytiatin of a raRidereW building aa, Collins Crossing
Nei RoaJ. a,, raore pecifically i4tafflu im p4n, totilli & M Fawrlinsits - C.Alm Criming and
Nevers Road, Simth Windsor. Conlcoti=,' preriater! by Deagn Prriifieiviori [or, Drawing No 3 of I
ilaird %rpiiernher %. 1997. rrvised I OW 107 said 10 M-197. arsl Sub)KI Le ihE (al;owitis corAink=
I Tthri apprDval of the Town Freirgerins Deparnrient
fii -Xud�t) jppmval am aLtcpw= of the sanitary wwraiii cmu�tjun wtb be, Jaw.i orce
the scwa hoc hi bccc in&WkJ and in"4W ty tbo Town rAft, %Ac based upon the u rnen
�vin�ioai rA dr Tc�wn %iiift *wsAid swinturvw.wer lew was installod in %ub�lanuud
with the demi p:am approved by I Authon�y. and invi all T-m
frit.1121ioni "-J Anpropi kerber"I relai ta swfrzr� tti erwiraction
Pr�r benerit ��%%rri %-tll otit lic �rcriuucd fii tis lot
4- T:m approval kitter ini tv sipennipti ca thr Iii nrr, �i plaw
verytaid,
1.
e,�� I- "i /:
, LO
Jo*l-h I Cari Chi ni
W ater Palliation Controd Autnionty
1JI
cc Slanliew Gallitian. Town Manarf
Miclittel ! Carinci llriniciLr 0 111 Wwks
Jerry taxi Town Etwmert
Maerts Banech. Tftoer ot Planning
John ('011ti Clinef alinmills Lnsfcoor
NIF
P OR TER & CA THERINE S,
COLLINS
1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS
BASED ON THE MONUMENTATION FOUND IN THE FIELD. T14E
STREET LINE IS PRESUMED.
THE WUTHFRIY WUkDARY 15:"= ON THE TWO GRAWTE
'CQ;- !;T<%d%" F'(AJND tk'?K 11i A#* 00ii HEREON
AW 19Y IN( FEWX UW OWWAM1111i THE MONUMFNTATION
*AS HELD DUE TO THE VARIA11011CIES OF THE WIRE FENCES.
3. RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF
PARCEL N/F OF JOHANNES AS PER VOL. 42 PG. 278 OF THE
SOUTH WINDSOR LAND RECOki
4- M)RIZONTAL A"D VERTICAL Ill BASED ON WD.C. No� 68038.
tf S, G S *XAik SEA Lf \41.
!k THIll LOTLtW.S BASED ON AN ORfGWkL SURVEY.
6 THESE LINES BASED ON A RESURVEY PERFORMED BY
DESIGN PROFESSIONALS, INC.
NIF
PARCE-L "C"
EXISANG DRAINAGE
COLLINS CROSSING, L. L. C. CASEMENT IN FAVOR OF
7HJ TOW OF SOUTH WNDSOR
EXIs 77NG wA TER MAIN FA sEAii r
744
-3
r
EASEMENT IN FAVOR Of HE
COIVI 77CLI T WA 7ER Co
IV 03*20,J51 f
-Taoo' it)
.... ... ... . ...
N am*m c
S1 eAAO-----�
4 9
NO
EXISTING DRAINAGE
EA SCUEN T IN FA VOR Of'
,24 THE 701M OF SOUrH WINDSOR �e
4,54 S O_T 70 3,11 If
105.
55. 00'.'
.00 '0370 - 3, W
2 0
g
...... .. .... .. ... -
0-T70,35 W
10
Q;
(40
26
EXISTING DRAINAGE FAISCMENT PROPOSED LOT #1 7
inn r�
4. J6 cc.
L
LC)
10 N
.i - -
Exi'sni 20' WOE SAII SCHER CXIS77NG IL .5 T TREE - z!
DRAINAGE EASEMENT AND 7`01M OF SOUTH WNOSOR Ii 7'OWl Of SfJ WNDSOR
J/ 50' FRONT YARD I A Sir MEN T IN FA VOR OF rHE CA SIMEN I IN 44 VOR OF
S 04 RIGHT TO DRAIN IN
'. �� 03 FAVOR OF THE TOVVN OF
50.00' SOUTH MNDSOR CA SrmcN r
A = 16 70,16,
R - 25. 00'
N 0i F ....... .... 13, -
)OS f MON. 04. 0 .. ......
N 178000 70 i�ot 56'
F _0 00 LO, ")
E 20188140 Do: 9176'28^
10 R 15 00'
50,00,
IV 0414710j" f- 0582 2.?9..21" ......... ...... Ai
-wrr CO. _,621 (5[r IVOTE- /V,.��. 7 5 01'40*52- W
----4 No. J643 . . ........ �74 C7' N M12157- W -
No J. i A
MAP WEIII&WES:
1. *COWCTICUT STATE HIGHWIll ftPA*%SkT-flW7'II* WAY
MAP - T0*1N OF SWTH WM%*,VAST 1111100ill WILL- WAPPI
ROLO-FROM WAPPOO'CV*WR W)W*4ftY ASWT 7600 fVEI-
-WITt W t2ii1i OW9 34. IOU $41
40 3 1 3. 111111 132ii
1*)L1.%.AilI IUW"O " "AM Ill STODDAW-EAST
"RNA* 4.#U Sao 4111 WWI!$ 4000-swT" *11111rom. C".".
1*-W, #ARM ItiS P*PAftO ftV4fTEft%N
1111111i F-WAKOM
LISTING OF MONUMENT
COORDINATE
POINTS
*L "Will * low*% 001,0-91 c0ill1iiim
To li ill
POINT NORTHING
EASTING
%,*1 flaiii elillifto *jw IiIlllllW 2&
W
1 178681.15
201938.35
Tr WNIDSOR HIC,
Ago 911 'H
3 178708.19
201914.90
W_!X
Ift RS AND NEVERS
4 178757.96
201920.32
0r I Je T -88-047 EA.
no No� 132
5 178724.14
201641 �92
.110 VOMb, DATED *A*. T. 1990, SHEETS L-1 AND L--2.
6 178484.42
201592.61
OV KAEI;ttE BOOS ASSOCIATES, III ARCHI TEC TS.
7 178009.96
201718.92
I UI OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
JI
X
01
INFORMATION ALL EXISTING UTILITIES SHOULD
1
10-06-97
REV PER TOW4 ENGINEERS COMMENTS
RJA
2
10-27-97
REV PER TOW4 ENGINEERS COMMENTS
RJA
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
goo
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
NAL ENGINEER /SURVEYOR.
NO.
DA IE
DESCRIP T/ON
BY
49i
� wwzi
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE OATH SECTIONS 20-3001 THRU 20-3001
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 HORIZi-ATAL ACCI)RACY CLASS A-2,
TO THE W�,T (W My KNOIAKIl AIII R#':FF Tli MAP 1, '�LiEfSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P MAR ft� LIC. No.
"all
GRAPHIC MAW
40 0 20
--6=
IN FEET
I in( h ft
2 860- 291- 8755
I esign
rof essionaisrill, inc.
Civil Engineers Planners - Surveyors - i
146 sooWth satellite road south windsor , conritf.!��:i,iv Of
0+00
,ni 9126�28"
R 25. 00'
T 25.64'
L J9. 90'
mD 07 PLAH
If-L
eL1*Q!i N: SRB -. R,1A
I DRAW I CHECKED
AV 40- .9$- 845 1 DA Tr- SEPT 5, 199 7
.1...W'110 N,) k95845UOT11�845-LOTII-SP
�1,
NI
TOWN OF SOUTH WINDSOR
SOUTH WINDSOR HIGH SCHOOL
RESURVEY PREPARED FOR
B & M Enterprises
Colfiina Ciroosing Neveirin Road
SOUTH WINDSOR CONNIEMCUT
4
SHEET
2 X3
1 3
41.
q t i
t4.4
ANGLE POSTS
5' UPSLOPE
FOR STABILITY
AND SI
CLEANING.
.4
6* CT D.O.T. 2' STONE TO BE PLACED
OVER FILTER FABRIC MATERIAL
z
:2 bb SEE SEDIMENT AND EROSION
0 SHEET FOR PAVEMENT WIDTHS
LO I
THRU STREET
ANTI -TRACKING APRON
I -t to qg�
*kmw-WA,
LEGEND
*
IRON PIN TO BE SET
*
EXISTING IRON PIN
MONUMENT TO BE SET
EXISTING MONUMENT
EXISTING SIGN
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING CATCH BASIN AND PIPE
EXIST SANITARY MANHOLE AND PIPE
w-
EXISTING WATER MAIN
X287,3
EXISTING SPOT GRADE
-300-
EXISTING CONTOUR AND ELEVATION
--EDn-
PROPOSED CONTOUR AND ELEVATION
A A
LIMITS OF INLAND WETLANDS
EXISTING TREELINE
PROPOSED TREELINE
SILT FENCE
r ov
L J
HAY BALE
44
DEEP TEST PIT LOCATION
EDGE OF PAVEMENT
I SI POSTS AND
EXCAVATE A 6"x5' TRENCH
POST LIPSLOPE FROM POSTS. SILT
FENCING
f 7
4-
�v
.7
At Q
4
11 4A,
A ii�
r
411
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
A ATTAQ4 Fit TFR FAARIr TO
_AND,_
MM
A RA(�Xn I TI4F:
. ,
FIL TER
FABRIC
ii, E" O_ S TS'' E,X-TE N 0
JT INTO THE TRENCH
TRENCH AND C OMPACT
THE EXCAVATED SOIL
COMPACTED
BACKFILL
7
'F
I IT �1�'i 1�
CONSTRUCTION OF SYNTHETIC
FILTER
BARRIER
v
1001
/L
1\4
ell
N 400
156
PA.�, '"r
6' WIDE PLANTED 'AREA
COLLINS4CROSSING, L.L. (e.
-7 GII VE 162
P7
101
4' WIDE PL)
II AREA Ce v
(SEE LANDSCAPE PC 9
1100'
4 TL 44-.1
A ON
_QIMI ATI& X 10' WItJE
CoAtIsIrL I
4 Ic
TsA - - - - - . . . . . . . . .
6' WIDE PLANTED AREA
CA TAILS.
4 ARD1NAIX`UF1VVO P.LJNGE POOL
FLAIR ENO'
BUR- REED NO BLUE 9.00 1
FLAG IRIS.
SEDIMENTATION BASIN '14 15�_
154AILI I
4 SEND
4 9
45
STREAMBANIK -,- - - r - - -
EIROSION
mmGA"
7
a' WT
STREA
00*1 ER
14
N GATION
--(SEE F E 15
___0 IN .50'
YARD
0. SIPE - STREAMBANK 2" STONE 12" HIGH PL PSMH4
6' DE R D .... 14*5 ;O� TsA TF=164 51
NTE
TsA 4 EROSION 6' WIDE AA- FL-152 B
MITIGATION
MIXTURE OF CATTAILS,
L G X)%WfOE 4 15 RCP
I OK CARDINAL FLOWER BULRUSH Aih,&
10 WIDE BIO-FIL TRIP I '. - I q 2.1%::
CATTAIL�/ 0 BUR -REED AND BI PCB
IF C F G I I
/V -7- NIF
r-)nP Tr-P .e- rA TI-4r-PlAlr Q _11*ffo f/ MWAI nr- crIlln-i U11AII-IIII
I %..fll IL-1 I L1116 VI If IL-1%11 V1_ - - - - - - - - - - - EN OF I Le IF Ii v L/I I-) III I ry1f VLI-.) L// A
10, GRAVEL DR
COLLINS PROP ED SOU TH W11VDSOR HIGH SCHOOL
--.w MCI- PCEI 52
�E 17,44 RFF 7( ' - d
k T%
007m.
1, STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS
BASED ON THE MONUMENTATION FOUND IN THE FIELD. THE
STREET LINE IS PRESUMED
2 THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE
"CUT -STONES' FOUND IN THE FIELD AND DEPICTED HEREON
AND BY THE FENCE LINE OCCUPATION, THE MONUMENTATION
WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES.
3 RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF
PARCEL N/F OF JOHANNES AS PER VOL 42 PG, 278 OF THE
t,*(JUTH WINDSOR LAND RECORDS
4 HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. No. 68038,
U IS C, "i MEAN SEA LEVEL
5, THESE LOTLINES BASED ON AN ORIGINAL SURVEY.
6,:THESE LINES BASED ON A RESURVEY PERFORMED BY
DESIGN PROFESSIONALS, INC.
/ TOPOGRAPHY WAS FIELD DETERMINED AND DONE TO T-2
STANDARDS OF ACCURACY.
M WE, It ANDS DE, TERMINED BY HIGHLAND SOILS, INC. AND FIELD
LOCA7LD BY DESIGN PROFESSIONALS, INC. TO A-4 STANDARDS
r
.4 HORIZONTAL ACCURACY.
MAP REFERENCES
I -CONNECTICUT STATE HIGHWAY DEPARTMENT -RIGHT OF WAY
MAP --TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING
ROAD -FROM WAPPING CENTER NORTHERLY ABC)UT 7600 FEET -
RI No 194" SCALE V'm40'. DATED AUG 31. 1933. SHEETS
a j00 3 OF 3 New 132-03.
NILLSDALF.-SIURVEYED FOR FRANK C STODDARD-EAST
WINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.".
SCALE 1'-40'. DATED MARCH 1938, PREPARED BY PETERSEN
AW HWMAN, ENGINEERS
I "PROPLRTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND
HILL ROAD A NEVFRS ROAD-SOOTH WINDSOR, CONN.".
"'ALE 1*-100'. DATED JUNE 1968. REV TO JULY 25, 1968.
0PPPARED E1Y CIRIcAWOLD 117NONFERINI INC
4. 'ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH
SCHtKk AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS
ROADS -SOUTH WINDSOR. CONN.". STATE PROJECT No. 132-88-047 EA,
SCALE AS NOTED. DATED MAR 1, 1990, SHEETS L- 1 AND L-2.
PREPARED BY KAESTLE BOOS ASSOCIATES, INC., ARCHITECTS.
I UNLESS OTHERWISE NOTED. EXISTING UTILITY
�OCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTK-UCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
I MPRESSION SEAL AND ORIGINAL SIGNATURE
I
OF THE PROFESSIONAL FNGINEER./SUR\01EYOR.
W&
Ar
4 ;x
_EI40S�t� APiJR6
PER_6_DLLINS� 24 0_0
9' WIDE RIP AP 00 1 MIN PCB 51
CHAN
ANTI-TR
le NV- APRON IC
CN
PROPOSED L 0 T #1
6�
LU
190,256 sq. ft. G
T 0 �, 4� Lf)
4.36 = I �1
N.
PCd 51
4, TEMP.
TOPSOIL LL!
STOCKPILE
r LIA41 r oF REalt A IFD AREA LPIF _7
III AREA dR '<ROP. WATER
1 40' F??OM SERVICE ------- PROPOSED
60' FROM A WA TERCOURSE 0
V, AHICHEWR IS GREA tER. Ix GUIDE RAIL
J CL 4 1+
INIV-158.0 _/ : ZIK�
Q) EsB2 PSM�3
A 30
TF- 166. 01
-DRAINAGE.I(ASEMENT AND INV-152.00
IF 0,
Z___��_0_1 fRavr YA RD EsB2
LOK
�IGHT ReDRAJN IN
MCOM FdP_FI
PAD AT END OF EX!ST CUU-T - A OF THE TOWN OF
WINDSOR
F PSMH2
(0
IT - 1 �)619
C)10T. AiI INV '5C,9')
176000.7 17
z to - - - - - - - - - - - - - - - -
Ex CB
T IN it
- - - - - - - - - - - - - - - -
LIP
7.F. -ISO 36
C. 8.1 B 5
F_=14 A A N 04'4710j" Lc 682, Lq2
.1w fl"
-X. 18' R.CP. Nq 7,1� 9 r
9101 Co. 6.73 4676 56,56 loll
FL.-14 18' R C. P. r I 'A. -I 73
d ........ T r
No. T2j_1 11 -VeT CO.
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FL. 14096�� IN%.= 0 74 -r. S U. H. -
--ROA 9 S T F - 160.76 M0C. IP.
F_ L. - 152.8,9 No, 68038 ECB." a
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w 7' . F. 1674J rF,-1,67.71 r.ca
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F 1. = 140.33 7. F. - 160. JO T = .75 64'
F. 1. in 156.96 a - - - - - - - - - - - L = J9 90'
F.L.out-15705 E..SAI.H 8. p I - - - - - - - - - - - - --
rF -162.79 E. S. M. H.
4R, FL.= M-T550 7'F. 169, jb
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REMSIONS
1 10-06-97 REV. PER TOWN ENGINEERS COMMENTS
2 10-27-97 REV. PER TOM ENGINEERS COMMENTS
NO, I DA TE
DESCRIP TION
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THIS SURVEY AND MAP HAS BEEN PREP IN ACCORDANCE "TH SECTIONS 20-301 T�IRU 20-30111
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
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STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTh,UT ASSOCIATION OF LAND SURVEYORS, INC THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A- 2
TO THE BEST OF MY KNOW -EDGE AND BELIEF,. TW� W 116 SAJ13STANTIALLY CORRECT AS NOTED HEREOW,�
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RICHARD P. MARTEL
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860-291-8755
GRAPHIC SCALE 7(0rP__QmApmk11C;�1 PLAN
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IN FEET now &rof essionals, inc. I DESION: RJA DRA 4N. SRB CHECKLED: RA
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I inch = 40 ft. IIIIII r, 1 31 rZ 2 of C r4c j.I mn v 95- 845 qT-P T Ji 100 7
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165 south satellite road south windsor conflecticut 015074 DRAWNG NO.. \9,td45�L0T11`1J845-.10r11_Sp
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RESURVEY PREPARED FOP
B & M En terprises
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SOUTH WINDSOR CONNECTICUT
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