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rx cs. 1 12
Tr.-W.94
TAPPiNj. VALVE �01
'F FL 1208!.Al
cx. C.a.
rr-f19,07
A 'p. SM.H. NUE X. 498L
X
53 --os
TF-116.68 AVE
r !j.:xt�O 0�**I"
"A .1�_ 4 52'-15' ADS N-12' 15
J, A,
41 r-8. F L wt- 10.17
iNV=110.17 N
5W.H.
11146 F1 k7=107 At No. 102
6 0,72% 76.:,1 E�j e 1
F C,�
11 7b
'2' C lo,
N 178796 94
8" Srie 9 0.5x
06 R C
4ULLIV
AN Ty
4
9,5.4 7' F(I CHD
Alit L.
LEGEND 49 r-co-k
1fi in-fOJ 54 4 96'
90
7
98 p al
.................. 15.9
E T 3
IRON PIN TO BE S
112 540
110.3
EXISTING IRON PIN f 41 TF� 11
79' P4 178372.99
MONUMENT TO BE SE T :NV- 7777
MONUME SNE T Co. j Ato& E 200119.24 'PSMHI 5
EXISTING
EXISTING SIGN. o. 97
�INV-10 4
EXISTING UTILITY POLE Tc
INIDE
�NV-116.75 4-
EXISTING LIGHT POLE GRA DRi
EXISTiNG CATCH BASIN AND PIPE EXIST. SANITARY MANHOLE AND PIPE.t__`� IN BA
- -300- - EXISTING CONTOUR AND ELEVATION
3 5 (15, ou Tu T-
TOUR AND ELEVATION,X287,3 EXISTING SPOT GRADE OV rLET w EXISTING WATER MAIN
DE TD4 TW
mrCE) UNIT NO.SHEET 23 F70P 0FTAftS
, III
LIMITS OF INLAND WETLANDS--N TREEUNE 1� 4�EXISTING
2
V.I I ()o Nlf
FA TH C MA R TIN
-4 2-
p SED DETENTION B IN
UNIT
T�O�W-127
NO, 2
r
t91
N1 0
ANCIOR E E 20032 25.18 7&
4W H�DkAN7
S 00.25,0" w
.............
A
IN & BA RBA
RA 19.
JOH 99,§2,
12' VADE x
M2 LOw
-UNIT NO. 3
'0
NIF GRA 17SM5.46 VEL r--8" SO [T�MPORARY WR
CALLAHAN
PHASE 1) 1 0 W.-1315 1 100317,58
23-5 Ija EN
7'�
M-112-15
-12000 AIN
OLA 10HA
NNES
N 14�
P
H NV
9
TF
S 0 CTURk, 24 NY-120.7
Ir
111 116 C
.0d,
00D.-
AP H cm
"S)r jw N
0
;4 2 9
k�l.;'�4
FP-i SET IVO TF Afo 3 1 X/S)r. p
fAmr. ;
V_ttt
SH 1, UM -NO. 4
200353.33
917
TO-W-134.0
7'
7 'T FDN. -0
E 00352.51
:"4 00'16'07' W
v-126 0
277.01 ir-0.r6., Z;
T YXLL IN 17833
P OR TER & CA THERINE
TF-121 50 JE 2()035
NIF
RE REMOW6) IE
COLLINS
Cel 6
f C3 f IL EEN D. SCH WEIR
f
NOTES: NV=122 60 1 A
00
NV=1 2 3-52, 7-142.JO
1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS
T INV-129 U
UNIT NO. 18
BASED ON THE MONUMENTATION FOUND IN THE FIELD. -THE STREET LINE IS PRESUMED
001/r ,
7
UNI I NO. 15 YD#4
BOUNDARY IS BASED ON THE TWO GRANITEz
EL§
19 50 4- W _u 5 INV=124.!
L"CUT THE FIELD INY-123.22 1 INV-125.,
-STONES" FOUND IN AND DEPICTED HEREON lu
Y THE FENCE LINE OCCUPATION. THE MONUMENTATION 0 4'
-UNIT NO. 5 UE TO THE VARIANCES OF THE WIRE FENCES. 00
6
T.0,W133.5
R OF
J*"� 3 RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVO
PARCEL N/F NOLA JOHANNES AS PER VOL. 42 PG� 278 OF THE 4
U*t-N
AND B 0NIT NO, I 1�4
IMPE
28.0
GRA
.6" 3L L DRI
ECORDS. EXISTING RIGHT OF WAY WILL BE 84 GRAVEL DRIVE 0,19'
N 178875 ti3 RELINOUISHED PRIOR TO CONSTRUCTION OF UNITS 15, 16, 17 & 18.
PCE 12.41 T LjPC
4. HORIZONTAL AND VERTICAL DATUM BASED ON M,D.0 No. 68038, CL L L
U.S.G S MEAN SEA LEVEL VA12- UNI 6 !N V-12m.
54 64
5 *i 1LANDS DETERMINED 8'r HIGHLAND SOILS, INC. AND FIELD :NV= 3
LOCATED BY DES1IGN PROFESSIONALS, INC. TO A-4 STANDARDS UNIT NjO-. 8 7,�OUN TA IN VIEW ROAD
ACCURACY IN THE AREA OF PLUM GULLE'y BRO04<. T-O
OF HORIZONTAL UNIT NO 14 k
ATED WETLANDS IN THE AREA OF PROPOSED PROPOS U TOW
wv_I"_0
1MCM MET8L;
DEVELOPMENT. TREELINE
(TYPICAL
IN
T
6. PARCEL WILL BE SUBJECT TO A UTILITY EASEMENT IN FAVOR OF
GRAVEL DRIVE -132. YVIL.-
C.L.&P THE EXACT EXTENT OF WHICH WILL BE ESTABLISHED BY C.L..&P.. Nv-
!NV-12 6 NV
N
YD#12
UNIT N4r 5.-7 THE SANITARY SEWER FROM PSMHI TO PSMH5 IS TO REMAIN A TF-129
'PROPQSCD TREELINE
MIGHT BE MADE iNV=126.0
PRIVATE SEWERAGE SYSTEM UNTIL SUCH TIME THAT ANY CONNECTION
FROM PROPERTIES ON MOUNTAIN VIEW ROAD TO PSMH5 (TYPICA�)
AT THAT TIME THE SANITARY SEWER FROM PSMH1 TO PSMH5 WILL 130—
BECOME A PUBLIC UTILITY OWNED AND MAINTAINED BY THE TOWN OF 9?-./- -- - 'c V.EXISIT. TIM JMNE
SOUTH WINDSOR, AND BE CONTAINED IN 1HE EASEMENT AS DEPICTED. (TYPICAL)-
4 a TOPOGRAPHY WAS FIELD DETERMINED AND DONE TO UNIT NO.
T O.W.
ACY. Wk 4
UNIT -
0- 1i�na r.
-1332
-ES:
2
MAP REFERENC /V F
7
"CONNECTICUT STATE HIGHWAY DEPARTMEN T-RIGHT OF WAY TF-132-59 D� VID C. & L INDA S.
INV-12-9.11 T
*AP--TOWN Of SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING
SR 0 WN
�!'"*OAD-FROM WAPPING CENTER NORTHERLY A13OUT 7600 FEET
UM T NO. 11
I 0.w 4-IM
ROUTE No. 1.94". SCALE 1"-40', DATED AUG. 31, 1933, SHEETS c -
No. 1321-03. GRAI)r LIRA^2 AND 3 OF 3, UNT NO. 12
T O.W-136.0
�'MA DRIVE
"HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST
17b 42
2
140—
WIN CONN.". Q,
WINDSOR HILL ROAD A NEVERS ROAD-SOUTH DSOR.
SCALE ]"=40', DATED MARCH 1938. PREPARED BY PETERSEN
AND HOFFMAN, ENGINEERS. W..14Q cq
3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WMSOR- ANID
HILL ROAD & NEVERS ROAD-SOUTH WINDSOR. CONN "
Vol SCALE DATED JUNE 1968, REV TC JULY 25. 1968. ..... ............
PREPARED BY GRISWOLD ENGINEERING, INC.
k "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH
WALL--
1.R
yt,
AND WAPPING EtEMENTARY SCHOOL-AYERS AND NEVER-- A
0 4_18%
SCHOOL
POADS-SOUTH WINDSOR, CONN STATE PROJECT No 132-88-047 EA, IN
AND L-2-
SCALE AS NOTED, DATED MAP 1. 1990, SHEETS L-
TLE BOOS AS$OQATES, INC., ARCHITECTS.
150 40 44
7
4w
14
6o
----------
IV;
TRFFl- opt f m COST TREELINE
�R �4
T "Rermir ?LAO um I LXIS�iN6,UT1WTy
REVISIONS T4S VJRVE-T AM MAP HAS OVEN MILPAREL) IN N=RVANCE VATH SEC7"S 20-3",-1 THRU 20-.30%-20 , Y 2w -18 SHEE T
ATION�i AS SHOWN, ARE BASED ON Of' 114E REGMAYMS Or CON14ECIICUT STATE AGENCiES - 'U"MUM STANDARDS FOR SURV?-,rs
N�FRUC
-D By INE CCINNECDCUT AS900ATION OF
ApIffe S(�4AtE
4r. IW_ SIAIC OF CONNECIICUT" AS LNDORSr- LANn SURVEYORS. INC—
'URVEY CONfORMING TO H(WItIONTAL ACCURACY CLAI�S A-2. Collins Hill I & Collins Hill 1I
INFORMATION ALL' i)(ISPNC u-nL;TIE-q sHbLg&,p Of. FIELP, VERWIED PPJOR 7 0 CO Al -:1 ISO-1& 11 IS AN IWXPENUENT RFS 40 0 20 40
esign
SS10
Ak UPLITIES ARC,'_�W B� STAKED 0 6- REV. *AFRMAJN PER CONNL WATEP TO 114E 13ES1 UF My KNOftil)(-L ANO BELIEF 105 MAP iq SUIIALLY CORRECr AS NUILD ifEREON,
.9 v A LIC[NqF.0 1_A4,**wvw F;RtOR TO IN FTET
IQ-08-96 REV RAGITJS AT RTE 1,94 10 9." F1 ofe nal nc. Collins Crossing
CONSTRUCTtON. J�f Li�v L-L-C1
4,0
T.�JiS PLAN IS INVALID UNLtSS iT 'SEARS THE 8 16-96 ENG�NEER COMMENTS 0; 96 -!A� 12882
JOB No.: 9,5-845 DA 7F.- 71_26196 Avemitiae
'INAL SIGNATuRE
eyors
MPRE$SION` SEAL AND ORO,AROFISSIQNAL ENGINEER,'SUR NO. LIC, Ne).
of- THE DA T OE-SCRIP TION p y
ORA WNG /VO. C.- JOB 95845�845- SOUTH WINDSOR CONNECTICUT
;1,MR
q
7f 11'�-T;x p�..
wi
4t" �,A"INK
'ro
K)IN I
N
-0k,
&
V .
'17
COLLINS HILL & COLLINS HILL Ill
)VI UNI No Ml FLOOR OF WALL
#4 T iJMT
-40-
F TOP
wV
cv-
rf_719.0jr I't,-toe 19
4 1? A
94
VENI(IllIll
LIVAN f2"R. F
31 ., . * - , " tf
r
2
7j
T _11r46 _9wr COL L,;*SUL_
AA:X 10? A",
3 0 0.5%
6" S1 t 7a796.94
X c ly� 20012, 99
rc.-toe.99 #A& fW
96.47 Tc,
4 00*2:i18' w 423-96'
24'F1 out-10J4,9 r I
I2 01 Y.
0. tvw-
6 R
.9' ON x �5 00'
r- isay
114.7 .9 F 201
7 J)OS 7 41 r 2500
X. ,I
.7
Sol f%YW r YA,14V DF
136,01
9 134.92 T y
A I I, , . .1- I I r ,/I;D
DC"NOR I 9 GARAGE 134.29
10 13724 13599
nuYIST S1*jC"TNRF
10 GARAGE 135.41,
13697
SM12
I I GARAGE 13517
12 137.20 136.03 �2 -0k
13 136.22 134.93 q
12 GARAGE 135-41 7 NI
,ja-A
14 134.18 133.96
FAITH C. MAj 3 GARAGE 134,44
IT 77j
14 GARAGE 133.47 F Al
DETEN"nON BASIN 1.5 GARAGE
132.07 7�
15 133.84 133.53
BA RA A
)OHN DRAINAGE EASEMENT
IN FAVOR OF
16
AHAN TNF TOWN OF SOUTM WMSOR
CALL
#,l PARCELS THRU S
T1*1 I . Z��V � -- _k ,,,
17 134.55
133.98 17 GARAGE
7
VCR OF r I
W, EASEMENT IN FA
CA.& p
18 133-96 3.1
135,116 -i-,yri,�,� _k 1 , ;7e'
18 GARAGE 133.40
EASBAE14T IN I OF WE 7"
C060$CTI *A
TER COMPANY
. . ?,; 7:
7a;1l 96 E 2011
-4
w
F 200421-55 S
C.A7S)'NIF 12 WIX t 20' 1 20' SANITARY SEWER ESEMENT e-,
Ill Ill RAP PAU AVEL DI IN FAVOR OF THE TOWN
OF SOUTH VI NOLA JOHANNES
I...........
W/ AP HOOD
ill 16 N 178-336,92 N 17�iiiw
EXIST P 39
EASEMENT
200363.33 N �1�5 41 1 180.04_. Aw
N 178183 77 W 271 01' WAL E 200.4ll S 00-16'07 .. ...............
46- D11111 4
W' 011 I
NIF
ol E
L
EIL E EN D. SCH*FIR
14179
L
:IN
Y��#4
dk
7 cak.
UNIT No. 15 20' SAN 7
Ill -AYD
OF wil
0 4100
�A'00,
EMS 1. p :1
AD la "DIE 203511
AVEL 01111I
9W2
Al 2111
rASEMI FAVOR OF
04V-125-0 42.9 C1& P
YOUNTAIN VEW ROAD
QlT, k/
NOTES
.r, UN
THE
OF
IT No 14
COINNE]CMUT
WATER COMPANI
_AJNDARY IS BASED ON THL TWO GRANITE L
1, THE SOUTHERLf B(
"CUT STONES" FOUND IN THE FIELD AND DEPICTED HEREON
AND BY THE FENCE LINE OCCUPATION. THE MONUMENTADON ll al TAX,:
*L
10 VADE
VARIANCES OF THE ORE FENCES.
SL OPf
S I RMRWV FOR ALL PARCELS
AT TIME OF SURVEY Al PARCELS; 2019'
GRAVEL DRIVE I'll, r5
2. FINAL GRADING NOT COMPLETE
AND LOCATION INFORMATION PROVIDED BY
3. NVERT ELEVATION 4 1
THE CON TRACTOR. f
Ix CONU11 29,f
ll P067
ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN VERIFIED IN
4
EX CONC THE FIELD AS TO LOCATION. ELEVATION AND COMPLETENESS. FfAQr POST 2S 0649'50'
6 r z
36 725 00
t L 111.74'
z
NIF 715 00'
R -95.2,6'
R & CA THERINE . y0#11 DA WD C. & LINDA S
POR 7E
YII
=132,97 32.93
UNIT No 11 T,l
128.78
COLLINS 4 5' F I
10' WIDE 270.76'
MAP REFiERENCFS GRAVEL DRIW
"CONNECTICUT STATE HIGHWAY DEPARTMENT-RIGHT OF WAY UNIT No, 12 S 0371w, w
MAP-TOWN OF SOUTH WNDSOR-EAST UNDSOR HILL-WAPPING
ABOUT 7600 FEET-
ROAD-FROM WAPPING CENTER NORTHERLY
POST
ROU TE
w IN WRL
No. 194". SCALE 1"-40'. DATED AUG. 31. 1933, SHEETS
2 AND 3 OF 3, No 132-03
"HILLSDALE-SU -EAST
.2 RVEYED FOR FRANK I STODDARD
NNDS 41l 80TER A 10'RfAR YARD VANDSOR HILL ROAD & NEVERS ROAD--SOUTH OR, CONN.",-40'. DATED MARCH 1938, PREPARED BY PETERSEN A
SCALE 1'
ANEERS.
AND HOFFMAN. ENC
L EX/S T. A 0?.
3. "PROPERTY SURVEYED FOR SAND
TOWN OF SOUTH WNQSOR- -r)#q
YD010 20072913
HILL ROAD NEVERS ROAD-SOUTH WINDSOR, CONN.".
-cm amw LAW Illl
SCALE 1"-100', DATED JUNE 1968, REV. TO JULY 25, 1968.
PREPARED BY GRISWOLD ENGINEERING, INC. 3 0354-J" 1 492-19' rO rAl
NIF NIF
TO WN OF SOU TV WNDSOR
"ADDITIONS AND WNDSOR HIGH
4. OTHER LAND Of
ALTERATIONS TO THE SOUTH
SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERSI W)7? WRI4,
ROADS--SOUTH NNDSOR, CONN." STATE PROJECT No 132-88-047 EA, COLtINS CROSSING, t.L. C. SOUTH WINDSOR HIGH SCHOl
SCALE AS NOTED, DATED MAR 1, 1990, SHEETS L-1 AND L-2 LPA
rcNC1
144(l ARCHITECTS
PREPARED BY kAESTLE BOOS ASSOCIATES. INC., fX aD4R
W rk IIIIII A
NOTED, EXISTING Illl REVISIONS FHI�, SURVEY AND MAP IIA�, BLEN PREPARED iN ACCORDANCE *ATH SE(,T!ONS 2C3000- 1 THRu 20 300b-20 860-291 - 8755 SHFE T
'MINIMUM SrANDARDS FOR SUREYS AND MAPS IN
LOCAIONS AS SHOV4. ARE. 6
§"(DVEVMcT Collins Hill I & Collins Hill 11
ASED ON`0W*�l OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES
T!
INFORMATION. ALI E4STING, UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIA ON OF LANQ SURVEYORS, 14C GRAPHIC SCALE
INDEPENDENT RESURVEY PREPARED FOR
BE FIFLO VERIFIED PRIOR TO CONS FRUCTION. 11 !S AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A- 20 440 w
WA RECCM
ign 2. ALL UTILITIES ARE 10 BE TAED IN THE FIELD TO THE BEST C�f MY KNOWLI AND RFI THIS MAP SUBSYANIIAtlY. CORR I T 40',oStM HERFOIN.
e c
BY A LICENSED LAND SURVEYOR PRIOR TO Is IS DESIGIV. 5 TAf f ORA OWN., CHECK&I RPM
L
IN VEFT &r 0 lonals, inc Collin s Crossing, L
CONSFRUCTION.
I inch 40 ft. Sullian Avenue
3. THIS PLAN IS INVALID UNLESS IT SEARS THE 12882 1 Civil Engineers Planners - Surveyors - CIS OB NO.: 95-645 DA rE.- A PRIL 8, 1_9 9 7
SOUTH WRNDSOR
IMPRESSION SEAL AND ORIGINAL SIGNATURE y P sateli�te roCd South windror Connecticut 060-Y4 DRAWA10 NO.: L0JOB�95845kAJ�845-ABI (CONNECTRCUT
Cf THE PROFESSIONAL fNGINEf7R/SURV`l 0 A TE DESCRIPTION RICHAR M kZE No. z
LARC3E
F O R M AT
ONLY
FILE