HomeMy WebLinkAbout21 CITYVIEW TER i
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COLLINS HILL l & COLLINS HILL
UNIT UNIT tt
f� } �APP LO�jQN
UNIT No FINISH FLOOR fOP OF WALL to >,'`. .*� sf++
Elevation Elevation - -" µ', �� - - - '-
FX L.B. sr• :x.� a� G V. ESALH.
f,F.=119,07
LF=11194 FXCB - FSM.N.
F.L..=106..19 �Y' LB.-
Jr. t2 XF..=116,68 A VENUE. -X 1 -- " _710
`7Y P i /NV. 1 61 Lx T F,-11815
1.1 FX Ca F.L.out=1 o.r? SULLIVAN �. - �_�71 f ---
E.SMH L.) T.f.=111.7J 1L"
.II /NV.=110.17(ne� _ _ .-- ,� "� � y== _ F�„=v256 �
1.
3 - - a c r w_rnA�iT ter! '_ - � . - - 8 00 STUB O 0 5% t1 10, ",1 Mr7A'
7f-=111.46 �11 FL in-1075J N �- - tp"RC.P. . 't t WET Co. EXIST /.P.
4 _ _ - - - - } ! M 52`-EXIST. No N 178796.94
` FX. C.B. ®" FL.oul=10883 15"R•C.P. �CB2
t E 200121.99
T.F.=106 99 _ } N. 100 _
F.Lm=10J 54 24_R.GP.- _ _ - _ - _ I $ 0022 18"
f'.L.out-ial4s _ - - _ _ - _  - - - - SNF7 Co. sNEr co ----ram -' 96.47' r0 C.H.D.
c.
- - Na 98 _ 1 1 Lk7
$ r42.41'
EXIST C.HD I \ = 90>J0D0"
tXIST. /.P. N 178448.76 90
7 - - 174,79' TO ,NON. N 178372.99
9a E 200119 r3 = 2500' ' �v = 25-25.00'
EXIST MON. _ �.
00
L = 39 27' J9.2
(11D i
8 - - I 10' WIDE f J $ SMr 10' WIDE i
9 736.01 134.92 GRAVEL DRIVE 50' FROM YARD GRAVEL DRIVE
9 GARAGE 134.29 - ` 11
10 - -
DETTNTION 13ASN1
OC� at1TLFT STRX`TURF
> y
a
-II SM11?
12 137.20 136.03
12 GARAGE 135.41 - h '�
13 - - ! I PA ENT I Q N/F
/ v MAR�_ C. TIN
14 134.18 133.96 FAITH I I
14 GARAGE 133.47 -
N F w DETENTION BASIN I
15 133.84 133.53 / v J
c �
15 GARAGE 132.07 - BA A
. JOHN & � O DRAINAGE EASEMENT I �
1G - -- �a ( IN FAVOR OF I 10 �w I
CALLAHAN THE TOWN OF SOUTH WINDSOR N .�I h
AND PARCELS N THRU S 00r
17 135.75 134.55 j o I N o
17 GARAGE 133.98 -
18 135.16 133.96 I EASEMENT IN FAVOR OF a
18 GARAGE 13340 - _ ° W Q I C.L.dL P. Ip
LXTST. LP
I I EASEMENT IN FAVOR OF THE W--O.J3'
CONNECTICUT WATER COMPANY N-0.21'
m I a EXIST /.P N 178885.80
irk z r I w I I N 178785.66 W E.- 200322.25
HI I
y:;Y E 200321.85 5 0075 18'
99,92' f-XISI 7P 1
A//F I 12 WeDE x 20' TONG ^ jAVEL
20' SANITARY SEWER EASEMENT S-011'
NOLA JOHANNES MaDIrTE RP RAP PADOF SOUTH WIND OF SOR° E 2001322.58-, C87
CE19 Sm 3 i L I
SED STRUCTUF2E` \ \ -
W/TRAP HOOD �_ '^_`
\ rd(A £MS
E- T l.P. 00 CB4
0 16` £XISL LP
t XlST. I P. N 178336,92 N 178358.88
E 200353 39 E 200353.33 N 01.25'41" E 180.04 _�!
N "H1R3 77 -FBt2t
- lilil?.•�2 51 S DO'16'07" W 271 01' TOTAL EASEMENT LINE / N
"'� YD/14 :ems 5 �� \ ¢P
■ W/ DRYWELE tD• G
CB16 t / -
\ N 00'23'52" E NIF
1 n 1�` EILEEN D. SCHWEIR
y1�''s Q•`. / / O tits- / �r , I � � ," ,. ., ., - _ _
iv. 'T6 / r ` 00'23'52"
NhkYWFi.L {� I INV7-25.512.3' 2�.6 'air. �D� tad' io. r' r/ 1
IT 1 \zi .5 DIY•
173.6'1 UN No. 15
1� ,� 11 20' SANITARY
INv-1as 0 SEWER EASEMENT
- t^ IN FA OF THE TOWN
,2.3' 48 :1a3.N ,z.3• �" UN�3 *v"265 1t '• �` a 1'00 OF SOUTH MANDSOR
ppp / o
� N
pig s • 0 2 r "'VVV / r I � � # b 1 1 � ' � � I N
�
2 w 2 d o C8?'{ / I r I a N I t , 1
l7t w fX i./S/. P.
\�}�"
po / N 178875.63
10' WADE 1-- _ _ 1 F. 200500.65
C912 - �. j/' Fy / rt 11 r AVE
L DRIVE a r C '.L. P.
No. 26654
4 Stl t i f 7ET F -154.64 _. -
b -
ia' R;,P Nv.,za o 42.e'
NOTES: '
UNIT N° 14 211' � ' �. ��' '� I MDUNTA/N VIEW ROAD
i. THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE W Nv_,Tq,o as' YUlrfl 11� _
�►�1 "CUT STONES" FOUND IN THE FIELD AND DEPICTED HEREON
AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION 2.0 \ /�/C�813 ! ♦
t0' WADE 10 1�i ° o.� 35 00 [x. itru Fencr
rose Mr7+ rrt[
WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. -- ,; fi J5 UO' S GRAVEL DRIVE LOff R/GH7S
`�� ° • . ' a0PE RYGH75 RES£R1•£D FOR ' 2
r /if t�)'2 FINAL GRADING NOT COMPLETE AT TIME OF SURVEY Ivp�}1� - �_ � �- w / �o '' °� i RE5£RVfD FOR ALL PARCELS 5 03'15'26" w
t� - - - = a� �'- / q a �° 1 ALL PARCELS 2019' OT
3. INVERT ELEVATION AND LOCATION INFORMATION PROVIDED BY (ziI ' D �- - - _ - - - , ' A J��� 0 °y 111
`j ` q• ti 1 A
THE CONTRACTOR. '�� Ex. c nNc`' - -\ ' ��N ,C4F C L EASEMENT IN FAVOR OF D I a
4 ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN VERIFIED IN Li3 FENCT POST t y� ,
I I�
THE FIELD AS TO LOCATION, ELEVATION AND COMPLETENESS. i\ r EASEMENT IN FAVOR OF THE [x anAR
, fX [-YaVC r CONNECTICUT WATER COMPANY I rLr�'roST
FFNGf P0S1 / ' ' I 0 - 084950" LIJ
R - 725.00' I 4.
r _
T = 5 CT
L = Jft.t1.7474' �
Q)I I / I A = 14VI'04"
i jjI r JI yP� R = 775 DO'
N/F r , a% ¢ ry Ij 1 ' Q � 7'= 95.28' - ( NIF
;s POR TER & CA THERINE S. "" z �o�f7 ` = 18967 I DA VlD C. & LINDA S.
COLLINS r ,2 3' :15 3 n 12 3'
y�
BROWN
MAP REFERENCES: wv ,Teo MV-,zao V I /
1. "CONNECTICUT STATE HIGHWAY DEPARTMENT-RIGHT OF WAY I 10 "PC _ r hUNIT No. 12 270.76'
9 S )' GRAVEL DRIVE r °y ' S O.T7516" W
MAP-TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING fx _915' F'nc1� `i �`' 7s� z3 u
ROAD-FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET- MTH WRF I r ' 6 i
ROUTE No. 194". SCALE 1"=40', DATED AUG. 31. 1933, SHEETS I '
r r L4 9 EX CEDAR
2 AND 3 OF 3, No. 132-03
r r
2 "HILLSDALE-SURVEYED FOR FRANK. C. STODDARD-EAST 1 ' r 1 / FENCE POST
WINDSOR HILL ROAD & NEVERS ROAD-SOUTH WINDSOR, CONN. ' r I �h
25'BUFFER PLUS A 70'REAR YARD
SCALE 1"=40', DATED MARCH 1938. PREPARED BY PETERSEN
ILI- 7- AND HOFFMAN, ENGINEERS. / E I r 'r v,'l POS1 Ex. CEDAR
W1F7f rD EX. ( ,4R
LPOST
3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND \.� L .._ p �•�--_ - J YI, CI I NX178862.39 40
HILL ROAD & NEVERS ROAD-SOUTH WINDSOR, CONN.". ,I1D '� , E 200729.93
0 - 0
SCALE 1"=100', DATED JUNE 1968, REV TO JULY 25, 1968 X CHAIN/rNKftlVa
PREPARED BY GRISwoLD ENGINEERING, INC- s 037543- W 492.39' TOTAL N/F N/F
4 "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH 1
f" SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS OTHER LAND OF 12" CHERRY TOWN OF SOUTH WINDSOR ROADS-SOUTH WINDSOR, CONN.", STATE PROJECT No. 132-88-047 EA, COLLINS CROSSING, L.L. C. WTH FARE SOUTH WINDSOR HIGH SCHOOL
h, SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2
AR
PREPARED Br KAESTLE BOOS ASSOCIATES, INC ARCHITECTS. 1MRE tEN x -� - EXcFD0
1 ter , ti'. r , x CEDAR £NCI PS,
• A1I/r 1f°kr _ X - • `FN(T POSTS
_ v <x 1 JNLESS OIHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 � 860. 291 • 8755 M� (� �n • • • •
p �p u LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ; D�Ol'l l��l%lll� L�VV�Wc� Collins Hrll I & Collins Hrll II SHEET
INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE
L, BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 40 0 20 40 80 Q���� (lnn(p� o ( �i��(� INDEPENDENT RESURVEY' PREPARED FOR
i m 2 At UTILITIES ARE TO BE STAKED IN THE FIELD �- -___� V ■ ■ (��(J�(T' C l�i`Vf�I�JJ • • 1
o+ TO THE BEST OF MY KNOWL.EDCE AND BELIEF, THIS MAP IS SUBST-ANTIALLY CORRECT AS NOTED HEREON. 1'Of E3SSIOi'is�IS '��. Collins Crossing, L L C 1
- �',� BY A LICENSED LAND SURVEYOR PRIOR TO -- -
( 1N FEET' ) , 'f DESIGN:STAFF DRAWN. SRB CHECKED. RPM �� ��� �\ �����
w ' CONSTRUCTION. �1
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 14882 1 inch = 40 1t. S Civil Engineers Planners Surveyors CIS JOB No.: 95-845 DATE• APR/L 8, 1997
IMPRESSION SEAL AND ORIGINAL SIGNATURE - - - g y
^ >" OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. D BY DESCRIPTION B RICHAIlU P. MAKILI_ LTC. No.
" 165 south sotel(ite road south Windsor Connecticut 06074 DRAWNG No.: D: JOB 95845 A3 845-AB1 SOUTH �� ��� ®����%`��t�:v�
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