HomeMy WebLinkAbout0 VINTAGE LN AS BUILT LAR43E
FORMAT
ONLY
FILE
TEMPORARY CUL-DE-SAC
THIS PROPERTY REVERTS TO ABUTTING I
PROPERTY OWNERS WHEN STREET IS
EXTENDED. PAVEMENT REMOVAL, GRADING,-J
SEEDING; EXTENSION OF CONCRETE +
SIDEWALKS AND ALL OTHER WORK I
INCIDENTAL TO REMOVING CUL-DE-SAC
ARE REQUIRED UPON STREET EXTENSION. 15' WADE
HEDGREROW EASEMENT N/F
15' GRADING EASEMENT
15' WIDE 15' WIDE
IN FAVOR OF THE TOWN THERESA GEDRIM
HEDGEROW EASEMENT OF SOUTH WINDSOR HEDGEROW EASEMENT
\ LIMIT OF 80' WALL P. SET
N/� UPLAND REVIEW NOI111A �_ I.P. SET _STONE WALLL.P. SEl�_� __ _ __ 4'25"W __ __ _
/' S0121'aYE _ S88 44'O6'W STONE
NON. TO NON. T late I.P. SET S8855�58•W I.P. SET S85�1'47"W 66.03' 2 .26'(TOT _ .23' 7 5.84' 1 .07' 531.0.3 OTAL) 30.10'-
ANITA C. ROY \- BE SET 14+16.33 BE SET STONE ALL -_ 7 5' / _ Z N88-_E BE M36 TO
S8738�36" 118.65 47' y�3/ - N83 '33"E -4-- M36S T
I P SET saT3s' M40 NBA' "E - 491.1 TO AL !{ 14 00 {r - �F^ 337.29' NON. TO M37 53f.42' 20 S.Y. 0 1
I.P. 84*09'45"W I.P. s1w { {` { I tJ675V I BE SET
' NON. TO / teao j N87' '01'E 1(1' { 55' Z 1 0' 20�17&97'--- -- BE SET I
LOU— m � f I I
BE SET F��=�r_,�_�-��.3 20'S.Y. � S I - -- -}
- I 50'R.Y. S0' R.Y. 1
I AWR OF I 1 I F I I I\
CONSERVATION EASEMENT IN FAVOR �, c <I I I 0f
OF THE TOWN OF SOUTH WINDSOR / \ s j I s t1i ` O I I I ` I 0 Lot 7 -
N I
I O
/ ° ' I J 40 266 S.F. 1
MaF, \ 1 nt tt10 III n 5roa'1 I s _� o_ 1 l I l �o (3 R2 �.• 1 � i
�' 1 5 00 { I °' Lot i 11 o o v�,
®\ 46,153I an=28.o 45,817 S.F. m I T
\ S.F. / I ; a5r.90 IJ I \ S• <I I { m "' v�
1.05 Ac. / A=1 oz zo i J 1. \ 1.05 Ac. I I I I I I
+ R=55. 0 � 4It>�
L=965
/ To
68.96
C815 13 00 cola \1 \
AA103i44'S9" I I 4 I { of S f I {
� 11
R=GS.
Ica ( 1 I fL- 9.s { LOt #14 W ----Ton�70 08 I 20' S YCn
�� 63,964 1.46 Ac.F. I o I 91
Lot 915 I co -_ 9
S88'S4'25"W
zo S.Y. n 03'z1 7'\ { I 1 / r - Lot #13 w N 77,387 S.F. 230.10' --
-- R_55.00 { { A 18'2812" g'36'40=�- I I I I W P I I O 1
L=3.23 \ 1 { /Rs 0.00 S7 , 63,091 S.F. ro J'� o o �� 1.77 v�C. -I
_ N/F STATE OF CONNECIICUT
Tan=1.61 \ - { � ��1.a0' �- '"� I I -- --^--
N8�•38'36"E __ _ In
_ ' L934 _ �- I t I y
-�_�-� 04 /,Lya �,�'(. � 1.44 AC. N{ C0��' ,� I - TTl -1 i
CT M42 _PT = / A�10'S3'48^76 -'----� � 20 S• I I' I ' o , tl
I.P. SET 210.11' N `I R I""(I v'20' S.Y. As �- 33.28 ,� (�1 R- ce? 00 !r < Ct o 1 .cet on=16.16 �I Ta / -3312'44" ( I I I I{ r LOt #'96 im
_. ' 1 e sn nn ` I wf 3!7 9 I { { I I I IrN
M151 Lj " " I I I I N I {o MONUMENT COORDINATES
34.78 \ N o N 40,900 S.F. { MONUMENT
N \Ta1�=17.89 47,370 S.F. o oI I 0.93 Ac. NUMBER NORTHING FASTING
N
ROXANNE M. de \ o , A z4' \ 1.08 AC. �` I I I �;' I I 1 R- zs. 1 w0 I I m I o 875842.46 1059739.44
ROBERT. J. MONGEON
\, Lot #9 Tand7o.E\ , Im 1 I I I I I I I �n 2 875866.23 1059713.27
\ \• 42,606 S.F. \ \ \ T s 200'\ \\ I ' I I --- _,- so' F•Y_ ---� m 3 875832.20 1059006.08
1 50' F.Y. '4' 875806.03 1058982.31
CONSERVATION EASEMENT IN FAVOR ; \ 0.97 AC. \ I J
THE TOWN OF SOUTH WINDSOR \ pp \ O'29'33" 50' F.Y�- iL---
OF , Ma8
\ ` \ \ , -1 500 \ -- 50' F.Y�- J moo. c�'- , 10' R-25.00'00 5 875630.09 1058990.78
\ \ ♦ Lsc245.b@ \ EASEMENT R•-M. 7
�� 873596.94 1059006.37
SAS\ Tan 148.1 70' YANKEE GAS r - _ -_ _ ! -. _ ! _ L7 n39. 7 0 6
J 7 875593.19 1058928.50
\ \ \ 20' STREET TREE EMENT o -27
\ \\ 10 /l In�Sn,McNnyN1IFVOR ' I - lE- r _ , _ _ _ CR7'14'42"W _ 7
` - _ . -•_, _. ..- .. � � - - .�_ -
1` �� -- - - ` - , _ . .- __ S8�'14'42"W - _ - A-4=�
2200'S�EET TREE 8 875627.69 1058940.84
� �� 70' YANKEE GAS \ i -- _ _ - - _ S87'}4'42"w __ -- - 215.00' o �T IN FAVOR
205 00'_ of THE TOWN OF 9 875803.62 1058932.37
�oE � \ ` S87'1�_42"w __ 175.00' N '+ SOUTH WINDSOR 10 875827.39 1058906.20
70• CLdcP wo S8T1_4'42W _ _ fEASEMENT o M1s„ 175.00' ' + ' �� 875824.62 1058848.48
\ o Sa7•,i'a2•w - ANE3 \ + 95.79' a +S32 r ` � \C62�� ♦ o 0+00M r+ -V - -To 0O 42 o _ __ 87'14_42"W0 12LP. ser �-" n lzo'zF2� Ga„ o s610�.7s'^W VINTAGE LANE (a a co„c 1loEwru( N87'i4w42"E- __ _ 2os.00' ___ pa 876024.05 1058614.09
R-2 00 0 -14_42"E �`" -----\ L=2I'6 CB17 S87'14'42"W N87 _+,- 176.00`__ ______ __----- _ a13 876059.38 1058597.24
Ton-tos5\ _ __ __ _.___..._ 176.00,_-_-_-..._ --" � ` _ -... ..._- � -S87 14�4 "W 1 3 151.00' __ 14 876063.03 1058678.94
LIMIT OF 80' UPLAND 1 N87^{ '42"E _
_ M71 57.7s' M10 I ~ 15 876012.19 1058666.66
N REVIEW AREA M43 �.�•-r-1 / _._ -.-
N \147.21' ---- -7F90'd6 db 90,00'
1'D.TI� 1 NON. TO\ ' � \ �. R-25.00 N. g -2 .00 ----_....._�.��--"- � .--- --- � -'-- -" ..__.
� BE SET --� 1 AI _ I -1 1R A7�Q7d- ra Inc0*ec n0
N7 -- --' \ + - _ 1 I - •- v,vim, ., v 1VJVVYV.UC7
1• Tan 925.00 I { T T ian25.00 i ' I _-- 50F y-' r 5b'� 17
� I w 875916.17 1059710.86
a;
50' F.lf.
18 875942.35 1059734.63
_ i { I N I 19 875188.21 1058599.52
I 1
70' a eeP
LP S8939�59"W m I 50' F.Y. I I 1 1III 1 EASEMENT I 1�IO I �IU�
I.P. SET 97.29' f { ` I I o I IOo I co O I oo
I \ I
I.P. SET o_
1 875351.59 1058713.85
20
Lot #4 I I � m I Lot #2 m I ^ 21 875435.50 1058709.81
1 20' S.Y. N I N No I I I I 22 875447.76 1058964.51
I o 1 41,078 S.F. 41,360 S.F. N I< Lot #1 23 875501.81 1058961.91
1 P N N
�N ,o J1 Z 1 0.94 AC. I 0.94 Ac. I 40 115 S.F. oI
`� w I ` 11;1 1 I I o I Lot #3 , ct, 0.92 AC. I 24 875502.77 1058981.89
Ma- rn N Lot #7 I�► ` al -_1
NON. TO 1
BE SET 1 \ I 0? I 46,120 S.F. Co o { I ro m o I
I o 41;,360 S.F. I ?., s.Y' 1
Z ` '" 1.05 AC. I `" o I 70' YANKEE GAS {I i I I I I I N o 25 875413.99 1058986.16
o \ I I I o { I EASEMENT 0.94 Ac. 20' DRAINAGE EASEMENT IN I y M29
m \• {_ FAVOR OF THE TOWN OF I.P. IN _ S87-14'42"W __ __ 26 875426.49 1059246.00
{ { 20' STREET TREE o I SOUTH WINDSOR TREE -_ _ M jQ
,.,a v EASEMENT IN FAVOR 230.00' 28
Z 1 ` 1 I _ { 875608.05 1059237.26
m \ ` I , .i` 1 I ( m 1 I OF THE TOWN OF Ij _._170, 1 50' R.Y. 1 0
I 1 2 00 1 I ` SOUTH WINDSOR , L _ 00 N I 875621.65 1059519.80
I 50' R.Y. _-^-_�-. � I O OtI.P
` I 1 N °' N"' 29 875681.58 1059516.91
NON. TO J I { f I��� p11 30 875692.63 1059746.65
4 SET I f 20 _ - f 00IS { I I t I f O m
�/A`.'�, lfiM44 L.- { "3 M5 1 \
CONSERVATION EASEMENT IN FAVOR 'W \ I I m M31 31
OF THE TOWN OF SOUTH WINDSOR I °Rt1t`\ 3 _ s8_ 1a 4z^w__ -------- 52'03" o s.Y. 875630.70 1059749.63
I I AREA` A R 4 0o L -- __ 176.00' \ -- M28 1 Q 32
\\ +O 230.06 R=48.5 / Ta-19. _- --- _
L 37\9 z 875201.67 1059766.22
,01`-` -- L=3 .59 \ _ M27 _ 176.00'
I 162.02' N871 2"E ` 0
o co 20 s.Y. -7 ra , z �-Ng7 i 4 42" 231.15' 7'14'42"w 2.87' 33 875176.07 1059447.32
` 6S� o /M M6 \ - �3�2- - 34 875193.80 1058969.42
Lot #8 / \ \ �^ -' 1 a 35 875195.56 1058786.33
U
232,750 S.F. S�\\ /�' ' "45 / Lot #6 I 10' I i a+�00 110 ' ( - � I 1 D RE" AREq 4s ► + 36 876252.13 1059719.73
N/F I 5.34 Ac. \ c°h�% `LTI' I W I -�-I - 1 l I / 37 876241.99 1059188.40
5 41,180 S.F.
I I I I I 876230.87 1058857.30
ROXA. J. M. do I ` \� �/ I I 0 94 Ac. 1 �\ l 1 1 I // ` 1 w 39 876212.11 1058357.67
ROBERT. J. MONGEON \ ~�� t [ l M
\ \ R-,654 2b'31 I N ; I i/ r W RCOURSE !i w 40
% 3+ .So 4E„s°i / 876227.53 1058367.71
00 I °. \1t�2�a331 A w /�/Ta�f04.30 / Lot #5 41 876166.96 1058328.29
z O '.\ R 5 4 M24//
L=1t a1 z3. 43,903 S.F. `^ % / ' .y, 42
\oq SNET(/1169 876049.44 1058357.57
O I I Z I \ Ta"=t�'o a - 2017*W 1.00 AC. ;___ ;�/ Y p� 43 875816.53 1058608.73
( 44
875638.51 1058658.91
CO 1-11
C11 1 N IN \ �I.�I �.20.,, � ' ,
o I I �� N Y N I .1 (- '
zo' S.Y- -_,.� � 45 875573.67 1058653.14
---____ �I
w O I� F 1
l,�,� I I I t 46 875544.30 1058606.38
MON. TO -- _`255,00 -- M22 ' I ' _- ' 'o BE SET 1 11 �20' S.Y. __ , I , -, ' I 1 47 875712.17 1058348.74
CC I S 8 7° 4 4 2 ' I ' 48 875613.18 1059344.00
n { M21 {
< 11 _ ,' '
-r- 260.13'
' I I
I -- -
I 87'14'42"
z M25
I �a1No ; ;- I ' - '
I o
o'er
I --- ,
I I PROP.TYPE CL 08
T.F.-MATCH EXSTING ROAD(-316.22)
- , I ;NV..MATCH EXISTING CMP(-•312.23)EAST
EXISTING 1 NV..3,,.$$(WEST)
J EMSTING le CMP
1 I
O REMAIN
NON. TO i ; i ' I POND PROP.F hTCt1E CL CB
E7aSTINO ROAD(-•316.22)
/ BE SET OPEN SPACE , I __•,.•, I INV.-MATCH EXISTING CMP(•-31727)
/ 376,133 S.F. II , I WA R ELEV 303.60
,
J, 8.63 AC.
I h/ -
cn
t
LEGEND �g _, SNETg1170
m m 1 - ,'WINTER SE I i 1 13'ADS
,mn n I / �� G� , i I I I a LF 5-1.00%
® EXISTING IRON PIN Z P T° r I F.E.INV..311.38
iO G MONUMENT
I I N/F TOWN OF SOUTH WINDSOR
(O EXISTING DRILL HOLE
id
/ --- I
NOTES: 1 20' S.Y. _ - M35 183.10' M34
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. M19 �3s04' 97' Tora _ _ 18s.89'
N88-24'12"E NON. SET S89 27'04'E STONE WALL MON. SET a FENCE 32
2. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. (13a,76' MAP) - S86'ss'1o'� - 319.93 .,
_ 134.26' MELD 113.9Dw_ 14�AL) 12" OAK W/WIRE . -_ .... N85,_ E REMNANTS OF Y:,RE
3. ELEVATIONS SHOWN ON SEPTIC SYSTEMS ARE TAKEN FROM DESIGN. - -rr-- N8459'S3"E -.. M33
N8rF240 E STONE WALL MON. W/N7RE 15" OAK
4. PARCEL ZONED RR - RV,.AL RESIDENTIAL 1s OAK W/WIRe W/WIRE REMNANTS OF WIRE FENCE 1 -
1 I
MAP REFERENCE: N/F JOHN D. DZEN JR. 1
BOUNDARY INFORMATION TAKEN FROM FLANS ENTITLED "VINTAGE HILLS", N N/F JOHN D. DZEN JR. SNET#1171
BARBER HILL ROAD, SOUTH WINDSOR, CONNECTICUT. PREPARED FOR JENNIFER M. DZEN &
JACQUES CONSTRUCTION, LLC BY DESIGN PROFESSIONALS, INC.; JENNIFER M. DZEN \ /
DATED DECEMBER 10, 2001 REV. TO JANUARY 7, 2004; SHEETS 3-7 OF 21.
\ ,^ UMIT OF 80 UPLAND REH
II jj 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECT CUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE ■ Tel. 860 291 8755 RECORD AS-BUILT PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET
INFORMATION. ALL EXISTING UTILITIES SHOULD SURVEY STATE OCONOFORMSTITOT" AS ENDORSED HORIZONTAAL ACCURACY CLASSY THE EAT12UT ASSOCIATION OF LAND SURVEYORS, INC. THIS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. GRAPHIC SCALE Fax 860 291 8757 ,�D�R��^�O� ,� ^o,�„ „r,��
THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO LOCATION, ELEVATION, AND COMPLETENESS. 50 0 30 60 120 esign V 3 �/rQv\S IvIvI�uI VINTAG.L� HILLS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD THE FOLLOWING LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS APPROVED BY THE PLANNING AND
BY A LICENSED LAND SURVEYOR PRIOR TO ZONING COMMISSION AND STAFF APPROVED CHANGE ORDERS: IN FM rofessionais, inc.
CONSTRUCTION. TO THE BEST OF MY KNOWLEDG AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
DESIGN: DRAWN.•DUG CHECKED: RPM BARBER HELL ROAD
3. 1 inch = 80 it~ ■ civil engineers planners surveyors
IMPRESSION
THIS PLAN IS INVALID UNLESS IT BEARS THE -=' - 12882 landscape architects gis gps ✓OB NO.: 1430 DATE 02-01-05 1t� TUT �c1tYTr�\TT� �\T�\T
IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 65 South Satellite Road, South Windsor, Connecticut 06074 SOUTH vN'>L1�7uy1SOR9 �®t�71�7�1C�����
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. TEL Llc. Na. DRAWING NO.: JOBS 1430 1430-baseasbuilt.dW
m p 1 \\ 1 1 t 9ry ala aoo 1 1
ff 1 1 7<
MONUMENT MONUMENT COORDINATES RFSFR cn o
�N
NUMBER NORTHING EASTING ARF ( cn o
1 V eND 1xQ+CH �Cf) t
875842.46 1059739.44 \ TOP CA ,97 DECK I
EL 324.43
2 875866.23 1059713.27 t -( I}-
\ �J t � I SEPTIC TANK vi
EDGE OF PAVEMENT
I NY �� , ` , I I to ` �--3 875832.20 1059006.08 I F-`1
I
TOP GALLERY TPCJILERY I I i I ILI
E4 875806.03 1058982.31 : 25.05 _3M04 (0 : 22.35
5 875630.09 1058990.78 E`325.57 FTOP D-BOX
I 14 I I I I
6 1 H DECK
875596.94 1059006.37 1 III I
ESERVE AREA 4 1 6
R I
7 875593.19 1058928.50 P I P I 3
` `
P �,_
8 875627.69 1058940.84 P„G TA71K t I I 01 _
` I 15
TOP PIPE(IN}325.90
9 875803.62 1058932.37 TOP PIPE(INT325.87 I I `F� t ` J N
TOP PIPE(OUT):325.66 I t y ` 1
10 875827.39 1058906.20 y F50' F.Y. 1�
PORCH4
c"
1 2 I I t - ��° I M 18
1 _ 50 F.Y. ? � WATER MAIN
11 876024.05 1058614. 9 1 I '� I 10, W TE R MA ALONG
12 876024.05 1058614.09
50' F.Y. 70' CL& I
13 876059.38 1058597.24 `
�f EASEMEN 09 - - -- I BARBER HILL ROAD
14 876083.03 1058878.94 -_-- -- I \�< `�Occ ANK-FE GAS ?` -� _ - - _ D -� I )
" --"-"-- "----" -"- " 5 EET TREE I I I �A,,�,�,�,,,,I - _ (EXTEND FROM NORTH
15 876012.19 1058666.66 3EM TIN FAVOR I - - TRAELEIN1ROR-M B.. �-- --1 -- �� 7 J
"�"` ___ -Y1 -- _ LP137 20' STREET TREE 9
16 875874.56 1058846.08 )THE WIND OF I -�- - - - ELECTRI --- T I
TR o4 9� EASEMENT IN FAVOR
17 875916.17 1059710.86 - _- �' ELECTRIC �..- - cg,^,_ ,J _. ---- :io
OF THE TOWN OF
TRANSFOR ER + _ SOUTH TOWN R
18 875942.35 1059734.63 -
LP738 �" CBS_ 12" WATER(_MAIN , � I 0
19 875188.21 1058599.52 - CB5 _� - I -----T-o G
20 875351.59 1058713.85 - _
_ VINTAGE LANE
CB7 O TF:314. 3 l
o G UNDER RAIN
I I
LP139 UN ERD AIN - '-' �- -+-� o
21 875435.50 1058709.81 }2 WATER.MAIN -b'- _- I o G TF;314.69 =_
22 875447.76 1058964.51 -- CB9 _ - 0 I - 0 _
-I- - 4' ONC. 5ID-Wii
2s 8755ui.8i i05896i.9i �
24 875502.77 1058981.89 0 -- _ .- - - -- - --
25 - - - �
I Gen _ -_ -_ ._. --- -- --
875413.99 1058986.16
26 875426.49 1059246.00 _- M10 B16 M3 - - -- - -- - __-- - -- -` -- `� - C
.GALE Y CWNC.GALLERY O-Box COW GALLERY { < I
27 875608.05 1059237.26 _ -- INV:313.20 .+V 31309 I o
_- - m TOP:314. Td>:313.65 INV.IOOTi(W)-.313.24 TOP:313.54 ly I I
28 875621.65 1059519.80 �> I NV.OUT(E}.31.27
29 875681.58 1059516.91 t M4, 1 \ 5(7 F Y•
30 875692.63 1059746.65 1 v ` I 50 F.Y. D-B0x ` I
31 W LSEP . NV 1 01JT(N}313.50
INV P I
875630.70 1059749.63 _ _ - 50' F.Y.FY ` INV.OUT-314.43 2 NV OUT(Sy.313.50
32 875201.67 1059766.22 50 I , F.Y. 1 E� I
l � �
GAS MAIN
33 875176.07 1059447.32170' L&P I C
34 1 875193.80 1058969.42
I ' I � I I� \ I H 1+
35 875195.56 1058786.33 - 0o P
876252.13 1059719.73 36
M6�4 SEPTIC TANK 1250 GALLON G
37 876241.99 1059188.40 I I t I I o
SEP11C TANK
NV N:314.10 DECK
I Z 7OP 4•PVL N:3t3.69 � (� NV WT:313.35 NV:316.20
P 42 < TOP 4•PVt;our:31s.39 Af
38 876230.87 1058857.30 DECK = F
1('1V. 0.30
39 876212.11 1058357.67 R 28s' 30" R N H �� I
I U 0 0.47%
C/ O ?i
Z O / Y
40 876227.53 1058367.71
41 876166.96 1058328.29
42 876049.44 1058357.57
43 1 875816.53 1058608.73
44 875638.51 1058658.91
45 875573.67 1058653.14
336 336
46 87554-4.30 1 1058606.38
47 87-9712.17 1058348.74 m o0
334 334
0 00 ---
N 332
_ LVTjIF4 -
Q Q (n
N (n 330 330
LOT#16 T.O.W.:329.00
i
328
328
Y2 � \ ma
N 17
t7 326 LOT#13 T.O.W.326.09- 326
1 326.01 U
M
V) _ Q
324 ` C0 ~ 324
LOT#1 T.O.W:E323-99 319.110
32 .98 LOT 5 T.O.W.:'-86
322.67
322 LOT# 3-0 T.O.W.: 322
44'� 8" ADS ` 320.94
1
47, 320 ri
`
° � _ � 320
LOT 2 T. W.:619.50 O i
LU
3 00 N
� rt � �
318
OS En Q 't V) /
U V) F-
316 °
316
1111322.79 322.43
23.2'-L APE TREN 208 P - - 314
F:32532 314 E NONNV( `F
070
NV.(18"E&W): 318,44 A�N�N SSE '>i @ •g-,-;�-0.72%
312
312
23.8'-L 'R CB 7 C) 8" CP @
F:325.81 325.74 (13.0'-R) 18 CB#1
310 „ 310
NV.(15"N):3223-7 322.19 INV.(6"N):316.86- 316.48 3.0'-R 7:329.12- 320.03
314.98 F:314.95
NV.(18"E):•3;94-9- 319.04 308 INV. 6"W :316.48 INV. 15"5 16.33
NV.(6" LID): 321. 4 CB#8 I V.(15"S):310.8 2- 310.46 (13.0'-R) Y#1
INV. 6 l : 316.58
308
28.68 R CB#2
306 TF:429-•4-7 CB 6 INV.(15"E): 310.91 TF: 306
INV.(6"S):51�:88 3 6.98 (13.0'-L) INV. 15 S : 310.46 INV.(6" ):3�-62- 311.89 TF:329-1-2- 319.92
INV.(18"E):�14.87 3 4.53 INV.(15"N): 310.29 INV.(15"N):Z 16.12
304 � TF:31.4-59- 314.23
304
INV.1(18"W): 310.09
INV.(30'S): 309.3g
N-12 ^-,�- 302 CB7-C68 CB6-OUTLET _ INV.(15"E): 310.38
285-30"RCP @ 0.47% C RR 302
23^ 15 RCP @ 1.30% 23'-1 "RCP @ 9-58�0.7 ° -
CB9-CB16 _ 23'^-15"ADS N-12 @ 9-58% 0.91%
35^15"ADS N-12 9 0.94% 0.68% 23'-15"ADS N-12 •9-59; 0.78% 37-15"ADS N-12 $58 0.56% DATUM ELLV
NOTES: 300.00
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. U M N N n o 0 CN o (P o 0000 o ai M (. N N rn rn ( ,n N ,n
3. ELEVATIONS SHOWN ON SEPTIC SYSTEMS ARE TAKEN FROM DESIGN. 00 (6 ' (6 N (ri o m a r 00 t2 ' r� 4: '(ri Iri M ' Ili 6 �i t` o '
N N N N N N N N N N N M T- r. M M .- .- Cfl CO N N ' r- N r-
4. PARCEL ZONED RR - RURAL RESIDENTIAL. M (.� M (.� M M (� M (� (� t� M t7 r<) r7 M �r j M r j M r� ,j r� M M
MAP REFERENCE:
8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED "VINTAGE HILLS",
BARBER HILL ROAD, SOUTH WINDSOR, CONNECTICUT. PREPARED FOR
JACQUES CONSTRUCTION, LLC BY DESIGN PROFESSIONALS, INC.;
DATED DECEMBER 10, 2001 REV. TO JANUARY 7, 2004; SHEETS 3-7 OF 21.
Aix 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS i Tel. 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR:
wo LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO LOCATION, ELEVATION, AND COMPLETENESS. RECORD AS-BUILT / SHEET
THE FOLLOWING LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS APPROVED BY THE PLANNING AND , Fax 860 291 8757 S� ��n���O^n ^- n mn
INFORMATION. ALL EXISTING UTILITIES SHOULD ZONING COMMISSION AND STAFF APPROVED CHANGE ORDERS: SCALE: 1 inch = 40 feet Horiz. lesign
D D V O IUA�vII L/^A\1N`~JIIVIE♦1111'IL'BE FIELD VERIFIED PRIOR TO CONSTRUCTION. VINT,�GE HILLS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 inch = 4 feet Vertical VINTAGE LANE
ifrof es si o n a's, inc. DESIGN: DRAWN. DUG CHECKED: RPM � fff112
BY A LICENSED LAND SURVEYOR PRIOR TO ■ civil engineers • planners surveyors ]BARIBIER HULL ROAD
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 ✓OB NO.: 1430 DATE 02-01-05
IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LTC. No. landscape architects • giS gpS SOUTH m�rsr�7m��c rn �q�yT� J
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS 1430 1430-baseasbui/t.0�4Y SO uH �nrR1,\TDSO?,q �`®1�1�ECTUCUT
NON
Rss;-
4.
0'`��1y6 �\ �� SP��(z p pFp@• \\\ � i tcy'�Me� J \ \ \ / / � / C
MONUMENT MONUMENT COORDINATES p�°o�os �X
NUMBER NORTHING EASTING /%O \\\ \ �� \ i[� o�M1yoy P��P \ \ X
1 875842.46 1059739.44 \ / oo00 op
/
2 875866.23 1059713.27 \ \ / \y \ \ v / d,`M y�P //
3 875832.20 1059006.08 `���� / `SO. \ O 0\� a \ i tT3 ,11 1�0 \ ��L/ O //
16
4 875806.03 1058982.31
5 875630.09 1058990.78 01
F �F.A 20 \� /eO
/ a ��
6 875596.94 1059006.37 411 \�1`\� O �� f\ / \� / �`h�P`��
7 875593.19 1058928.50
8 875627.69 1058940.84 JV,F'P I \ \ �� \G t °4"`'"'`w" �F,F•JOFz `�� ///
9 875803.62 1058932.37 I I \ \� `�cpN SO,�
o \
10 875827.39 1058906.20
UN
11 875824.62 1058848.48 / \ \\ �� \ ` tioPSF.��, ��V j / 9 ` /
12 876024.05 1058614.09 \ L \ \ ��\ \ ro\
13 876059.38 1058597.24 0 \ / \ Q
14
876063.03 1058678.94 ,�• \\ o�e` �\�` e \ �� ��5.� \
15 876012.19 1058666.66
� 1
16 875874.56 1058846.08 '(0 �� � \
17 875916.17 1059710.86 ,ti Se�18
87:.942.35 1059734.63 N-10- PCB
° \ \ • / \ gip` \ ` �� ��F,� �F,F.J0�
19 875151.5 1058599.52
20 875351.59 1058713.85 `` \ ,. � / / \ \ ` 0 �� ��0�
21 875435.50 1058709.81 0 I FP a
22 875447.76 1058964.51 �6< P/ t0 ",,e� F \ 1�
p'\�r 5• t�kQ- r � �'. \ � ---�.� „erg,p ' /�� / \ \ OF J�
23 875501.81 1058961.91
24 875502.77 1058981.89 F ZOFL 's•
25 875413.99 1058986.16 °�\
26 875426.49 1059246.00
27 875608.05 1059237.26 �-
28 875621.65 1059519.80
29 875681.58 1059516.91 Q� +• �` \ ��/ - ---- 1 / \ \ \ 00 \
30 875692.63 1059746.65 p�P
31 \Q ��� 7 GT1T��°00 GPI �OFO
875630.70 1059749.63 o. v a �� ��g. F,
32 875201.67 1059766.22 aIq
33 875176.07 1059447.32 OWN ON fit. SO Q�c� '►p 10 G���� 50.
34 875193.80 1058969.42
35 875195.56 1058786.33
36 876252.13 1059719.73
37 876241.99 1059188.40
38 876230.87 1058857.30
39 876212.11 1058357.67 342 342
40 876227.53 1058357.71 342.83
41 876166.96 1058328.29 340 � T
340
42 876049.44 1058357.57 m od n LO #7 T.O.W.:339.25
43 875816.53 1058608.73 + ra +
44 875638.51 1058658.91 338 d Q 0 �t o 338
45 875573.67 1058653.14 ~ �_ cv + LU
U C� U U)
46 87554-4.30 1058606.38 336 LOT#12 T.O.W.:896..GG 32 .59
LOT#10 T.O W.: 36.00 < 336
47 875712.17 1058348.74 cn
0 Co
334 0 334
co
332 Lo #11 T.O.W.:332.00
� � 332
39.65E ro r
+
m
334.15
330 330.55 � 330
328
328
326 CB20-CB11 Y2 `
50'-15"ADS -12 - z8 ` 17 326
115'-15" ADS N 12 ®-9 tgg-0.75 ` ��
324 324
1,
322 ,E 7.3 322
44'� g" ADS
AUS N-12
320 0•449' 320
( 3.0'-R)
318 I V. 15"Wl-�4-59•- 3.' YD#2
CPA 13.0'-R TF:3z6 6A 326.04
Tri TF:3 - 5+_ .-4 ' #1 INV.(6"S):3�� 3 1.29 --7T-
( 3.0'-L) -R)
316 I V.(6"W):325-39 32 .88 INV.(6" LID): 328.03 TF:331-82- 331.66 316
INV.:322-79 322.43
I V. 15 E : 4-48 324.33mly CB#13 IIVV.(15"S): 6�2 26.16 3.2'-L
314 (1 2
3.0-L) 3.2�-L) 314
324.88 6' S
INV.(6"W):32$-59- 8.02 CB#11 NV.(18"E&W): 318.44
312 312
INV.(15"E):3?,Z99 527.32 TF:331.82 331.72
niv/3F"41E).926 ,9-326.02 23.8'-L
310 I N V. 15"W :3�3s3 27.32 F:3z25..8+ 325.74 310
320.72 E NV.(15"N):322:3:7 322.19
308
NV.(18"E):�519-19- 3 9.04 308
-
NV.(6" UD): 321. 4
306 306
304 304
NOTES: 302 18'-15"ADS N-12 -
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. C614-C 15 -CB13 C610-CB 1 302
2. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON, - 0.56% 93' - _ 6 ' -CB16
35
3. ELEVATIONS SHOWN ON SEPTIC SYSTEMS ARE TAKEN FROM DESIGN. �15"ADS N-12 &940.68�
4. PARCEL ZONED RR - RURAL RESIDENTIAL.
MAP REFERENCE: �n c\1 ' `° °r° "' o "? rn °' 00 00 0 �+ °�' N N
d r of Oi tV p �j t0 tD r N Ui N ap � (6 CO 4 d
n n rNp M M N IM N) M M') tM M M raj ro M M r�j N (y N N N
BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED VINTAGE HILLS , ro ro
BARBER HILL ROAD, SOUTH WINDSOR, CONNECTICUT. PREPARED FOR
JACQUES CONSTRUCTION, LLC BY DESIGN PROFESSIONALS, INC.;
DATED DECEMBER 10, 2001 REV. TO JANUARY 7, 2004; SHEETS 3-7 OF 21. 14+00 13+00 12+00 11+00 10+00 9+00 8+OU
A I,x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR:
COMPLEE . SHEET
IN
o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TTHE ITEMS HE OLLOWO NOTED LISTED N THIS
SAPL THEHAVE ONLY BEEN
VEIROIE FROM THE ORIGINAL PLANS IN THE FIELD AS TO ION,APP ELEVATION,
ANPLANNNG ANDSS Fax 860.291 • 8757 RECORD AS-QUILT
INFORMATION. ALL EXISTING UTILITIES SHOULD ZONING COMMISSION AND STAFF APPROVED CHANGE ORDERS: ��' ONDDOVOGU H LI" S-BULT
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SCALE: 1 inch = 40 feet Horiz. g C VINTAGE HILLS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. VINTAGE LANE
1 inch 4 feet Vertical als rofessiori 3
BY A LICENSED LAND SURVEYOR PRIOR TO , inn■ • ORA
CONSTRUCTION. 12882 r civil engineers • planners • surveyors DESIGN. WN.•OMG CHECKED: RPM BARBER HELL ROAD
3. THIS PLAN IS INVALID UNLESS IT BEARS THE landscape architects g gp iS s r/OB NO.: 1430 DATE: 02-01-05
165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: JOBS 1430 1430-baseasbuiit.dw 30UTH WUNDSORv CONM TICUT
IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No.
OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY
' N <✓ ✓ I I t / '/ 1
I �
N I �
MONUMENT MONUMENT COORDINATES o
NUMBER NORTHING EASTING F
1 I
1 875842.46 1059739.44
2 875866.23 1059713.27 I ( rn l l9 N I I I + = old l ,,,„ �,�, ` x P 1
IL I 3 $75832.20 1059006.08 ' I I I I 00 61I- I O�tUDCO 8\ V/ a4 I � rn
4 875806.03 1058982.31 I /` I I r'I I P$
5875630.09 1058990.78 m
6 875596.94 1059006.37 OS z
7 875593.19 1058928.50 cn o P ac
8 875627.69 1058940.84 I 1 I -' I o rn u � P
i m
9 875803.62 1058932.37 / \ _ I a 5
I 1 J
10 875827.39 1058906.20 // < O T >m J A 1
11 00
R7-r R9 1nf"iRRdR AR I �� { I { I a l S ,OZ 1'
^ ,
12 876024.05 1058614.09 _-" `- . _ -tN' CID I -
o
13 876059.38 1058597.24 / V 14 876063.03 1058678.94 AID '88 00 W -
15 - - N
876012.19 1058666.66 �� UNDERDRAIN c�I M
16 875874.56 1058846.08 X SMAIN ��
- J'S ,OZ+ o 017 875916.17 1059710.86 -
MA{ m875942.35 o E 18 1 TR
z-iAo
W ` Q
� `
19 875188.21 1058599.52 A W
_ _ v_
�� vW -- -- _ 41 1 z
20 875351.59 1058713.85 coiv
875435.50 1058709.81 \ �_ �� \ \, o VI
21 - --` ~
23 875501`81 1058961.91 {I \ \� m o I
Nn
24 875502.77 1058981.89 0 �
r
z I - Lm-
25 875413.99 1058986.16 I I� so, �� ,r
26 875426.49 1059246.00 I \ / I - •� „05 I o S
I
27 875608.05 1059237.26 m_
28 875621.65 1059519.80 �= p 0 o m I I I I I
u�t m z D I 00
0-n 29 875681.58 1059516.91 y m m 11 z
30 875692.63 1059746.65 I p�RCN z m z m I ` z
2� z 0 m ` I I ��' aa� j �U
31 875630.70 1059749.63 ` I o�z D
32 875201.67 1059766.22 ` I ;u o-171
<m V) ` I
33 875176.07 1059447.32 ` rn
34 875193.80 1058969.42 I =1 I ' -
I
35 875195.56 1058786.33 \ ` a W?I
I 4 I { I I
36 8762-2.13 1059719.73 -
37 07C7A1 QQ 1ACtl100 AA
V/VLT1..7.7 I VJJ I VV.TV
38 876230.87 1058857.30
39 876212.11 1058357.67
40 876227.53 1058367.71 354 354 C;
41 1 876166.96 1058328.29
42 876049.44 1058357.57
43 875816.53 1058608.73 352 352
44 875638.51 1058658.91
45 875573.67 1058653.14 350
JJ�
46 1 875544.30 1058606.38
47 875712.17 1058348.74
348 348
i
346
344 LOTltS T.O.W.:3i5:gg-
352.72 344
342 342
rn
340 340
M
+
338 Q
338
336 L ,W: Q 336
328.83 CO i--
+
: 334 00ip 334
332 ` _ 332
LOT 4 T.O.W.:331.50 N
N
330 + �i +
_ 330
328
� 328
(36. '-R
326 , _, �
S N 72 INV.( 5"N):32-1.58 320.54326
324 2•S
324
322 .331 CB#18 I-
NV:324.66 322TF:331•-42- 331.34
INV.(6"E).328.65-3 7.94 CB#16
320 '- 320
d
INV.(15"N):z� 27.69 iF:325..81-325.7
.,
318 (-B#lq INV. 15"E :-3-9 1- _ 318
(23.4'-L) YD2-CB16 INV.(15"N): 319.14
INV.(15"):328:-@6-3 7.97
316 316
NOTES: CB16 CB17
CB#17
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. CB 8-CB17 44'- 8'ADS N-12 ® 1. 1 ° TF:3,215 325.29
2. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 314 CST2- _ ,5 314
3. ELEVATIONS SHOWN ON SEPTIC SYSTEMS ARE TAKEN FROM DESIGN. 43'-15"ADS N-12 �SG�-0.65% 35- 5"ADS N-12 .68% INV.(18'E&W):3 5-325. 99ATUM ELEV
4. PARCEL ZONED RR - RURAL RESIDENTIAL. 313.00
d MAP REFERENCE: p r� W O N o N to ca r7
r7 N c,4 o C 0 ao 6 r` Ip co � co
to n np N N N N N N N N
BOUNDARY INFORMA11ON TAKEN FROM PLANS ENTITLED "VINTAGE HILLS", M "� r M `� '� `4)
BARBER HILL ROAD, SOUTH WINDSOR, CONNECTICUT. PREPARED FOR
JACQUES CONSTRUCTION, LLC BY DESIGN PROFESSIONALS, INC.;
DATED DECEMBER 10, 2001 REV. TO JANUARY 7, 2004; SHEETS 3-7 OF 21. 4+00 3+00 2+00 1+00 0+00
x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO LOCATION, ELEVATION, AND COMPLETENESS. ■ Tel. 860•291 •8755 RECORD AS-BUILT PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET
u If
INFORMATION. ALL EXISTING UTILITIES SHOULD
THE FOLLOWING LISTED ITEMS ARE THE ONLY DEVIATIONS ORDERS:
THE ORIGINAL PLANS APPROVED BY THE PLANNING ANDFax 860 291 8757 S �B,- O r0300 �, ^�ULT
ZONING COMMISSION AND STAFF APPROVED CHANGE ORDERS: C`~JU ILIIJYiIII V ILIIC'`~J II Jt�Vvl !/�A\1LN`J VINTA GE HILLS'
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SCALE: 1 inch = 40 feet HoriZ. , /�
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. NATURES WAY / I�III,
BY A LICENSED LAND SURVEYOR PRIOR TO 1 inch = 4 feet Verticalplesmign
ofessiouials, it ,
DESIGN.- DRAWN.•DUG CHECKED.• RPM ]BARBIER HULL ROAD
CONSTRUCTION. civil engineers planners • surveyors
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 landscape architects • gis gps JOB NO.: 1430 DATE' 02-01-OJT ifT ��YTt�T1�t� 1ID fr �T�TTL+f��trl Truer
IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connectic 06074 SOUTH �Vll1�7u1SOR, �L®1�71�71rC11RC 1l
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY DRAWING NO.: JOBS 1430 1430-boseasbuiit.dW
Souith Windsor
3U1LD,NiG DEPARTMENT,
� S
TIU
Ri:is car"ie quirt ,l It.i!;UR
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fllecf H'!th plan and i agree "PPlloation ana
Buff[ ng �d state laws andosuch olydershasllsha II pa
wi
'bOs� A9 the Building peD3rtment during pendency
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