HomeMy WebLinkAbout86-82 Mountain Laurel Estates Subdivi 1U12 _ !_�S�- 1W 16. If, for any reason, finished grading and other site work
1Sa0 SULLIVAN AVENUE -
i - CJ7 -1!_ is not completed, the Town Engineer shall determine the
4 ��y SOUTH WINDSOR.CONN.OGOl4�S
AREA CODE 203/644.2511 amount of a.cash bond to ensure,final grading and site
work. This cash bond must be submitted prior to issuance
of a Certificate of Occupancy.
March 13, 1 W 17. Footing drains will be required for each house. Prior to
the building of any structure on a lot, a topographic map,
drawn to a scale of 1" - 40', shall be submitted for each
Attorney Harold R. Cummings lot in the subdivision, showing proposed contours, elevations
1665 Ellington Road and the location of the footing drains. No building permits
14 South Windsor, CT . 06074 will be issued until the proposed contours, floor elevations
CJ and location of footing drains have been approved by the
tyt Town Engineer.
� Dear Attorney Cummings:
�y� 18. Drainage for this subdivision is subject to the approval of
RE: Appl. 01208, Mountain Laurel Estates the Town Engineer.
Q Please be advised that the Planning & Zoning Commission voted on 19. Prior to commencement of site work, a meeting must be held
March 3, 1987, to approve the above application for a subdivision with Town Staff.
in an AA-30 zone, as shown on plans prepared by Gardener and
Peterson Assoc, dated 10/21/86, Sheets 1-•14. This approval is 20. No building permits will be issued until all the conditions
subject to the following; of approval have been complied with, and the final plans
PALMER DR.
have been filed in the Office of the Town Clerk,
1. The plans shall be modified as follows:
Black and white transparent mylars of Sheets 1 through 4, together
tp a. One acre of open space must be provided, in with two blueprint copies of the entire set of plans, must be submitted
the vicinity of Lot 26 next to the detention area. to this Commission to be stamped and signed. This letter of approval
!�1 b. The road stub fronting on Lot 19 must be eliminated must be reporduced on the plans. After signing the mylars, they will
and Lot 19 must be in conformance with frontage be returned to you and must be filed in the Town Clerk's Office within
D E E P �Y O O D D R I V E C requirements without the road stub. 90 days.
. A utility easement 20' in width must be provided
across Lot 16 to allow the abutting landowner Very truly yours,
(Richard Muller) access to utilities.
d. Water lines must be shown on the plans. PLANNING 6 ZONING COMMISSION
e. Pavement widths should be shown on the topographic
map.
f. Either foliage lines or a note that the site is
wooded. n
g. A sanitary sewer manhole must be added between By 64La4i (r
station 2+32 and station 5+55.88 (Greenwood Road); Louise C. Evans, Chairman
stationstation 5+55 and station 12+00 (Greenwood Road);
and station 4+14.43 and 8+14.43 (Judge Lane).
h. Roadway grades should be shown and all intersecting
streets shall conform to the regulated maximum three
OAIKWOOD DR.
percent grades for a minimum of SO feet.
i. the sanitary sewers along Judge Lane should be ex-
tended to facilitate a utility right--of-way to the ,e.•.��
Muller property.
2. Maximum driveway grades to any proposed house will be 10E.
�C tS40 SULLIVAN AVENUE. SOUTH/WINDSOR.CONN.06074
3. A double row of white pines, 8-10/feet height, staggered, a te,+ AREA CODE2o3/644-25n
must be planted to the rear of the detention basin along March 30, 1987
_ B I R C H H I L L D R I V E the properties of Hayes and Toper, to act as a buffer.
ca 4. The developer will be completely responsible for the
,y L) restoration of the properties of Toper and Hayes after
z 1. x o the stormpipe through their properties is replaced. Dr. Paul G. Cuehn
Al ^ v 385 Foster Street
F A 5. Existing backyard drainage systems along Felt Road, South Windsor, Ct 06074
o Gr kept in working order.
eenwood Drive, and Tallwood Drive must be protected
d kc g Dear Dr. Kuehn:
94 1N yj mL1
an
6. No driveway entrances will be permitted.onto Scott Drive. RE: Application 1433 - Mountain Laurel Estates
VALLEY VIEW DR. 7. All deeds for the roads, open space and easements, must be At the March 23, 1987 meeting, the South Windsor Inland Wetlands
submitted to this Commission prior to filing the final plans. Agency/Conservation Commission approved with conditions Application
JANICE &N GALAN
EWTON They must be in accordance with this Commission's policy for 0433, 27 lot residential subdivision located easterly of Felt Road,
accepting deeds (attached) and must be approved by the Town's as shown on plans prepared by Gardner & Peterson Associates, dated
2, 20 Engineering Department and Town Attorney. The deeds for the 10/21/86, revised 2/16/87, consisting of 14 pages. The following
roads and open space will be held in escrow until completion conditions must be adhered to for this permit to ba valid:
OO of the subdivision and then referred to the Town Council
22 Ig for acceptance. 1. We recommend a bond in the amount of $15,000 be submitted to
JERRY & LINDA the Planning & Zoning Commission to ensure compliance with
lNTS &yIJA
JOHNSON 8. water shall be supplied to this subdivision by the Connect- erosion & sediment control measures.
_ icut Water Company.
BACHMUTS '-- 2. Plans must be modified removing stump disposal areas. All
9. All lots must be connected to the sanitary sewer system, and stumps must be removed from the site.
are subject to the approval of the Water Pollution Control r
Authority. 3. Three (3) blueprint copies of the approved map with all
Ub 10. Street lighting shall be installed in accordance with the
modifications must be submitted to the IWA/CC wiLhin 65 days
23 i O
DONALD & GAIL for review.policy established by the Town Manager (see attached).
�
MORDANSIl { O , � LAUREL L A N E 4. Construction- activities shall be subject to the approval of
11. Street names and locations of fire hydrants are subject to
i the approval of the Fire Marshal of the Town of South the Town Engineor.
+ 1 Windsor. Street names and supporting posts shall be installed 5. The application shall indemnify and hold harmless the Town
by the developer at no expense to the Town. of South Windsor against any liability which might result
IHCHAEL PAUL KVEHN LPL, / 12 A liability insurance policy shall be submitted to this
from the proposed
SpAUL 24 "~ o Commission naming the Town of South Windsor as an insured,
y with a combined single limit for bodily injury and/or 6. The permit is valid for one year and shall expire on
A 1 property damage in the amount of $1,000,000. Harch 23, 1988.
z Z
A drainage assessment fee in the amount of $1,250 (for 25 Very truly yours,
' ( lots) shall be submitted to this Commission. J
1 RI
D & ROSALYN r
TOPER 25 A ' .Ul•f�� 1tz
C L O V E R D R I V E l� Quantity estimates must be submitted to the Town Engineer
0 for the purpose of determining subdivision bonding, and all E11 a eth Warren, Vice-Chairman
p bonds shall be posted prior to filing the plans. In d Wetlands Agency/
Conservation Commission
RRCHARD .a 15. This approval is subject to the conditions of approval of Town of South Windsor
A - $ C 0 T T D R Z; J 90 MULLER .. ORCHARD Hut SCHOOL the Inland Wetlands Agency/Conservation Commission.
T DRIVE O -
w �
s r a 94 z a
W TER CUPCH�S OPEN
a � I~
SPACE 0y JACK & ELLEN '-a
n ,s MURPHY z
Rl HARD & ROSALYN „ „
TOPER PARCEL A _� ---- /J U D G E-.--- L A N E - --- ca z
DETENTION I Z .,
E_ AREA / JOHN BSJAME
W r
RONALD &gYH3 0 „ ,2 ,3 ,a
�( � gA1L
ELIZABETH
I �
ASSUNTA EDWARD & ELISSA JOAN LESTER & W MH4G-YUEN cn y BARBER(
VICENZO KIESSLING SALERNO JANET W CHEN o
ROBERTS tq
!n
i pAt
aS
v �
T ALL W O O D DRIVE A U T U M N D RI V E V�_ [ 0 11 T A I REI
94
LEGEND
E-
DRAINAGE DIRECTION ARROWS F-i T
-- SANITARY SEWER DIRECTION ARROWS - S ATES
a ll"
�� •
wwit
n SO` UTH
KEY MAP 'w
S C A L E 1„ = 200' SUBDIVIDER PAUL G. KUEHN
385 FOSTER STREET _
NOTES: SOUTH WINDSOR, CONNECTICUT
1. Total area of the parcel = 27.203 acres (1,184,965 sq. ft.)
2. Total number of lots = 26 ��
ENGINEERS GARDNER & PETERSON ASS�OC . °� '��
576 OLD POST ROAD
TOLLAND , CONNECTICUT No. I0839 �
j •+� Lr'URq �
".rrcals�
RE V1
,
�h 2s 0
r area = 46,255 sq. ft.
d
1.06 acres ~ "'
t~ 3
28�o�ti area = 30,600 sq. ft.
0
V 27 177.78' S 70011'38" E 354.57 o Q.703 acres g
r = ~
area - 30.020 sq. ft.
A T D R V �+', g 0.689 acres
0
S C 0 T
N 70°11'38 W 355.460 177.23' 31
ry,��, S 65054'15" E 307.48'
178.23' 32 162.33`
145.1
4� 30 0 �' S 70°42'25"
H o° 180.00'
,r,
a 29 J92jp00�P. S 70042'25" E _
W yNib. 06'46" OPEN N
SPACE
_ 14
o
6
0 1�
W ALTER
Jr. g MARY i
KUPCHUNOS W
0 o _ area =� 31,200 sq. ft. o area = 49,565 sq. ft.
'n N
n O
la z N O.li6 acres C N 1.138 acres
Cz
area = 32,750 sq. ft. o
v7 CN CO
0.752 acres r area = 30,780 sq. ft. - o r
a
z � CD
0.707 acres w
bo
m
J'99��9 45
JJ•8,•p�, P��''���0
170.10'
� 38 12s.ao'
a ` 157.65' 160.17' S 65°54'15" E 296.10'
r� 1 4 65°541Y W 317,82'
R{CHARD S ROSALYN
TOPER ;x
o
c� Parcel "A" JUDGE LANE
To be deeded to the Town bf
�1
S. South yyindeor
BASED ON MDC � z ' S fi5°54'15" E 705.44' 104.95'
COORDINATES OF MONUMENTS
150.00, 150.00'
1. 174310.36284 2tJ>7b3.91 bGl area=98,6 o sq. ft. 150.54' 150.00'
2. 174336.75234 205753.74049 2.26 acres 33 �pes°
3. 174592.72578 205867.21999 A6
4. 174701.91880 205898.98564 0 Cyr `2s0
5. 174764.11436 205913.82865 p'
6. 174779.08060 205947.76905
7. 1,74491.05386 206591.78692
8. 174459.98770 206694.33385
9. 174435.49509 206778.11584
DETENTION BASIN `� 1
11. 174363.43626 206948.04793 ' `"
12. 174330.66019 206961.30422 ` `
o c
13. 174422.72491 207000.34379 r 14
14. 174409.46862 206967.56772 i2 13
74481.52745 206797.63563 0 '� a 0 '1
Lo
15. 1 � � I �
16. 174509.28574 206702.68271 1 '� Q 0. "� � area = 30,I55
17. 174536.69706 206612.20012 4 T�
- �' � area = 30,195 sq. ft. ,•�
18. 174657.58283 206341.90373 area = 30,340 sq. ft. N area = 30,265 sq. ft. o s r N 0.692 acx
a ea = 32,625 sq. ft. o N 1 0.695 acres N N 0.693 acres p
19. 174690.05136 206329.04657 ` � 0.697 acres N N
20. 174802.39213 206372.16037 34 0.749 acres z _
21. 175403.42124 206582.55636
22. 175418.75724 206614.41240 RONALD & NANCY 1 i
23. 175563.41745 206352.49935 HAYES #
24. 175440.72939 206097.65109 ® \ o
25. 175151.01374 205996.23337
26. 175135.75264 205964.16637 v N 27. 175255.89320 __..__ -------
205630.57540
\ �
28. 175287.88529 205615.52527 o
29. 175193.80084 205581.64139 / � !
30. 175208.85098 205613.63347 `
31. 175088.40700 205948.06693 �✓
32. 175056.62588 205963.19199
33. 174786.70432 205868.70336
34. 174709.33676 205849.53896
15D
35. 174612.98997 205821.51045 150.00'
150.00' 150A0'
36. 174357.01653 205708.03094 35 '00'
37. 174346.83841 205681.64145 .- 147 99' N fifi°OS' B"W 908.43'38. 174828.17501 205960.46545 215.55'
39. 174859.25663 205947.07603 N 66005'28"W
J 0 AN
40. 175424.20935 206144.84314 /
SALERNO
41. 175516.22541 206335.97933 /
42. 175451.79730 206520.02831 /
43. 175419.94126 206535.36432 W 14
44. 174818.91216 206324.96833 \ 18 15
45. 174711.62550 206283.87116 8 SSUNTA O i g 1 ►y l JO!-
46. 174698.42197 206250.58877 VICENZO
yy I LESTER & JANET
EDWARD & ELISSA 1 t+-t r� This property reverts to abutting property owners when road Is extended ROBERTS MlN KIESSLlNG Pavement removal, grading, seeding extension of concrete walk, and other CHEN
EN
NOTES: \ A work related to removing the Cul-De-Sat is the responsibility of the developer
extending the street.
1. Total area of parcel = 27.203 acres (1,184,965 sq. ft.) \ /
2. Total number of lots proposed = 26. "PINE HILL ESTATES"
/ "PINE HILL ESTATES"
3. Iron pins are to be set at all lot corners. ADDITION NO. 1 ADDITION NO. 1
4. Monuments are to be set at all points of curvature and tangency � a
C N
as shown.
W �
5. Horizontal and vertical control is based on MDC datum.
o
6. See sheet number 13+ /4/ for Sediment & Erosion Control notes. N A
0
7. All Rights of Ways and Easements are in favor of the Town Of South
Windsor unless noted otherwise. O
8. No driveways are to exit onto Scott Drive from the proposed subdivision.
9. Parcel not located within a Flood area. 4
W
W
SUBDIVISION PLAN
10,
MOUNTAIN LAUREL ESTAT]
No. 16539 ,E IN
SOR CONNECTICUT
37 `� �• �. SOUTH WIND
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE
9000,
WITH THE STANDARDS OF A CLASS Q-2 SURVEY AS DEFINED IN THE CODE OF GARDNER & PETERSON ASSOCIAT
PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED REVISIONS 5 7 6 0'L D POST ROAD
DECEMBER IC), 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, INC. �%jI3� TOLLAND, CONNECTICUT
PROFESSIONAL ENGINEERS LAND SURVEYO
T A L 1.. �,? D
. W 0 0 D D R I Y E SUATE gEG15r*QA710N NO BY SCALE DATE SWEET N0.
M.L.T. 1" = 40' 10/21/86 GAF 1y
10
10
~ t JOSEP14 MERRITT AGO. 19 1253
IGNAGN
RICHARD 8 ALTHEA ROBERT & CHIK LEONARD Jr. 8 JANE M. ' BIRCH HILL ESTATES" ROBERT 8 ALIGE ROBERT MOONEI 8 FRANK 8 ALICE
" GRANT KOWALCHIK ROCHE KAMINSK! LUCtLLE MOONEY PINTO
HENRY 8 EVELYN ASK II
15 14 13 12
10
S 66040'28" E 341,84'
S 66°42'28" E 670.65'
I58.51' 267.53' 2os.ls 36.46' 15.00' 286.84'
z
a
az
LDo
I °e�
v z 2 ,n
y w w Oo
i r C� area = 36,795 sq. ft.
s area = 46,265 sq. ft. �, N 0.845 acres z �'
1.062 acres z
22 ,
area = 34,375 sq. ft.
area = 69,870 sq. ft. 0.789 acres
1.604 acres
23 72.04
23.04' ' R=175.00'
S 70°4225" E 95.04'
ai °p5`55 0I00,Jz. � Ell)/ �g5 NEll)o >� Dfl29 Sr..l. z /
ly
` h a 9000, o n S t
a
00. gti°eb
JERRY 8 LINDA
S 70°42'25"E l`�?
>� ,gyp e{4 JOHNSON
95.00`
g
r , o00 ,so
a p ti�y� o
ti
CP�phi -
8'p
area = 31,160 sq. ft.
N 0.715 acres
r
0 2 area = 38,315 sq. ft.
� Q;
x O3 e z w 0.880 acres o N
o
CLI
r, !I
►`� a rr_ N _
U t0 a
O 5 70°42`25" E
190.04'
44 area = 36,610 sq. ft. OTHER LAND OF
0 0.840 acres moo' t N 67047'02"W 4132.42'
24 '. PAUL G. KUEHN
N
S 70042'25"
242.44' ;
cc
cc o 0
c o co
area = 30.020 sq. ft.
0.689 acres
Ln
n Q
ei s1t KWON HAIR
CHONG SO(
24 S 7042'25" E
1 g0.40' co
o co
N
ip t•"1
® a a o area = 30,300 sq. ft.
occ
U 0 0.696 acres �� Ci
C
�� A
S 70°42'25"E Q
190.00' 0
O zO
O
area = 30,600 sq. ft.
5 7004215" E $ 0.703 acres
202.00' o
200.10'
W ® " , N 613°16'09"W
6
r, area = 30.020 sq. ft.
0.689 acres
a'+ c -
0
m
RICHARD
z 25 MULLER
U:
Ir area = 30,630 sq. ft. S 70*42125" E S 65°54'15" E
O } 0.703 acres 180.00` 349.24'
Er
a
az
_ -0, S 70042'25" E
9 194.40'
'
SUBDIVISION PLAN
26
g area 46,255 sq. ft. MOUNTAIN LAUREL ESTATES
1.06 acres rN. 11 39 4;
177.7g' S74°1}'38" E 354.57' O area = 30,600 sq. ft. '� ; sa° f4
0 0.703 acres "J 4 r�:r % ow� IN
} I HEREBY CERTIFY" THAT THIS MAP ANL' SURVEY WERE PRE-PARED IN Aff-OROANCE `��?+tr_,;�;�; SOUTH WINDSOR, CONNECTICUT
WITV THE STANDARDS (,-IF A CL ASS _A2- __ SURVEY AS DEFINED IN THE CODE OF
T T DRIVE S area - 30.020 sq. ft. PRACTICE FOR STANDA)1:'Ek*. ,� ACCURACY OF S.<ERi`r r5 AND MAPS, ADOPTED GARDNER & PETERSON ASSOCIATES
` S C 0 W ` 0.689 acres DECEMBER IO, 1975 AS :IM `,f'� .:7 SY THE c( P{a�,�= r ;_ ' ASSOCIATION OF LAND REVISIONS
���
°}}'3g"W 355.46' }n.23' W { SURVEYORS, INC 576 O L D POST ROAD
N 74 31 _ '"`
��'" TOLLAND, CONNECTICUT
r.
` 8 _ z t 8� C.S. I0839
`•�I' a -?:� rt+ : .r@�-. .. •� PROFESSIONAL ENGINEERS LAND SURVEYORS
��y
DATE P.EGISTRAT/0N NO
178.23` �. . ^� 32 BY SCALE DATE SHEET NO.
10/21/86 z OF-
N
M.L.T. 11, = 40' ti�
J09EPH MERRITT 6 CO. 191253
200.10'
N 68616109"W
PAUL KUEHN
0
on
in
S 6505415" E
309.24'
18
area = 46,255 sq. ft.
W 1.06 acres
M
00 RICHARD G. MULLER
S 65054'15"E 307.48'
162.33' 145.15'
ti
N
20 O
0
p 17 + 1s
w t
n area 31,200 s ft. � 8 5 68°16'09" E 2aor JACK & ELLAN
Q q� N area -- 49,565 sq. ft. 203.99' -
N 0. 18 acres Q MURPHY
N 1.138 acres23
IN
p
,r, _
O rn N 4 �
r
ca
32 ��
{� 4 _ _ �• �� _ N ry 9�J, Uo
�+ LOT ;� o Cti. r 13
Z N
i s
-ink .
19 ,���
45
Vol 16 p_013°22'p1" L=99.15 tzaoo
184.58'
p��• R=425.00'
18 17 94.B0' a
126.00' 170,10` p=014°29'Ol' L=
S 65054'15" E 296,10' R=375.00'
184.58'
J U D G E L A N E N 67001'15" W
p;013°22'01" L=B7.49' t.sf
T
5 65054'15" E 705.49' ,R=425.00008°23'S5" L 623�1 ® �Q`���5�6 12
:50.00' 150.00, 104.95' p=006°05'06" L=45.14 p`
"HIGHGATE ESTATES"
SECTION III
31 JOHN a JANE
j GNESS
12 13 14 15 0 _o
M1 'J2
L+.t � r
1+1 LaJ N e
area = 30,265 sq. ft. area = 30,195 sq. ft. area = 30,155 sq. ft. Q N N N
area = 33,465 sq. ft.
0.695 acres N 0.693 acres N 0.692 acres 0 0.768 acres
Z � z
�y
I
1
30 ELIZABETH
BARBER
150,00' 150.00' 150.00, 160.44'
N 66005' 8"W 90BAT
LESTER & JANET 14 12 11
tJ.I
ROBERTS
X MING-YUEN JOHN 8 SIDNEY
CaCHEN HUTCHINS WINIFORD
WILSON
w
V)
a
Q
3 "PINE HILL ESTATES"
ADDITION NO. 1
SUBDIVISION PLAN
Cfft R. PL,j-„ 'x
yi MOUNTAIN LAUREL ESTATE*
�
IN
-� Rr�1r7Es'�Jrt r'
SOUTH �PINDSOR, CONNECTICUT
1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE ''���-� .,''i+� sury
WITH THE STANDARDS OF A CLASS ,9-2 SURVEY AS DEFINED IN THE CODE OF F.,'G�••„'' ''
PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED G A R D N E R & PETE RSON ASSOCIATE:
DECEMBER lO, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND REVISIONS
576 OLD POST ROAD
SURVEYORS, INC. ��/�� TOLLAND, CONNECTICUT
/D-21-8� G.S. /0839 PROFESSIONAL ENGINEERS LAND SURVEYORS
SURVE ok�,
DATE REG/SrRATlQIV NO
8Y SCALE DATE SHEET NO.
M.L.T. 1,1 = 40' 10/21/86 3 OF-1
JOSEPH IAERRITf 8 CO. 19 1253
8 N \ \\\ 3 \ \\ \ \\330 \ \\ \ \ \'�'f0 \ I
\\ \\ \\ \\ \ \ \\ \\ \ \\
\\ \\
tn
176.7a' \ � \ \ \\ a\\ \\ \\\ \\\\ \\\ 1 \- \\ \\ \\ \ \� c
C=1 CD
\\ \\
Q \ \\ \\ 1 r \\ \\ \\ \ \\ \\ \\ 1�
_ \\ \ \\ \\ \\ /� — �i—�\ r�
C_ \ \ �' \\\tin—_i'\ / ` \\\ `\ \\ \\ \ \\ \\ \ -
1 \ 9� o \\ \ ; \\ \ \ \\ \\ \\\ \\ \\ \ \ o \ \ \ \\ \ \ / \ oo
CIO
r \\ 7- O \\\ / l \\\ 1 t \\ \ \ -o \\ \ \ o \ \\ \ \\ \ /
1 \ \ \ 9 \ \ \\ \ l
o \\ \\\ \ �0 1 1 I \\ It / \\ \\ \\ \\\ \\ \ ,n
\\\ \\ 1
c8y 77.23' J POND a\ 1 \ \\ \ \ I \ \ \ } \\ \\\ \\ \\\
\\ \ TO BE \ i9 1 \ \ \ / �\ \ ! \ 1 \ \ \ \ \ \ \
f, 17 23' ��� \\\`- __.. ITf F 0 �i `\ \0 1\ \\ \\ \_ ,1 \\ y 1 1 \ \\ D �„ \ \\ \\ \\
`imit of Inland ,•\"� �i r i \\ \ \ t I ll \\ \ —�\ \\ \\ \ \\ S 65°54'15" E 307.48'
T \ 2 33 \ \ 145.15 \
\ `— Wetlands �! 1 �°'y r •a,e \\ \ \ I 1 1 1 \ \ \ .. i
\ i o \ \ \ I \ \ \ \ 1 s \\ �� \ \ / \
_ 4o Anti-Tracking Pad\ wl i ! O� \ 1 \ 1 \ \ \ a \ \ \ \ \ / \
i� / \ \ \ 1 \ \ \ \ \ \ / \
�00, See Detail Sheet N�.{3 \\ \\ J ! J \' ( ~ \ \ ° ,
. \ \ \ g jq 4225E I \ \ \ n 1 \
92a 00" During construction all traffic will enter/exit \ \ / t \ \ \
Cy Qo2 the site off Felt Road on to Scott Drive only. \\ \\ \\ ato
\ \ \\\ \ \`y' \�\ \` `
`1' \\\ \ \\ \`` 190.00 \\\ \\\ r \ \\\ \ \\ \\\\
exist. Pon
\ \ \ r=
\\\ \\\ +� 1 \\ '�` \\\ \\\ \ \\ . \ \ \ \\ \\ \\ \\ \\ \\ LI IT OF CLEA NG\\ \ \ -
\ "� \ l — _ _
WALTER Jr. & MARY \ \\ \ OPEN SPACE \ \ \ \ \\\ \\ \\\ \\
\ \ \ \
KUPCH r. \ p \. \ \ \ \\ \\ \\ \\ \\ \ \ \ \\\
\ \\ \ \ \\ \\ \ \\ \\ \ \
\ \ \ r` \ \ \ \ \ \ \ \ \ \ \ \
\\ \\ \ \ \ r \ \ o a\\ \
61
o \\ in
\\
\\ \ \ \\ \\ \ \
\ \ \\ \ \\ \\ \\ \\ o \\\ \\\ \\ -
\ \ `� •\ \ \\ \\ \\` i ! \\ \\ \\ \\ \\ \\ a 4 \ �\ \\
\
acx_ \\ \\� \` \ \\\ \\\ \\
r' \ \ \ \ \ \
\ \ \ \ \ \ \\ \\ \\ \\ \ \ Dy/ \` \ \
\ \ \ ,�5� \ \ \ staCkpile area \
\ I \ \ \ 1t� ���� \\ \\ \\ \\ \�� \ \\ \ { 'per \ \3'c d stockpile area \\ \\
tite\ G \ �•\ \ % 2s
ROSALYN + ,} ! -sti;-4cnc•e \ � � — \ \ \ _ ''\ \ \ \ \ \\• \ !•�o->.� boles i•y�. '�
RLCHARD $ ` \
~ t r C \ \ \ \\ \ \ \\ \ \ \\.
TOPER r�1 tt I ` , •. `�\ 157.65' \ 160.1T \ \ \ teeAr- . \ 126.00,
I } 1V t JfjJ{ F +•• \ you ib _ \ ccr o „ \ \ pc
5OLFl1~.o�j
O 1 0 , "
25 Y (n zt \ }' p " N N \ \ D \ \
�1 t�e4F os f{ h \ °' '� N \ ^1 ON �� 1►f m �� !r7 \
Parcel A �: e m \, > R \ Z m \ n 3 \ \ \ \ m,� \ \ �/ _ 7
e
490 r1 t1 1 �\ ■, �+ \ ao \\p \ o \ �^ in \ \ \ \ \ v 3\ \ —_ d \\
l �7 i \ " ` • \ Q \ \ \ \ \ \ \ \ \ \\ \
1 i// + 1V Z 11 \\ iO .•�• q (n \\ �1 \ \ \ \\ \\ \\ \\
\ I^! \ \ 50.54' \ 150,00,1\ 150.Q ' 150.00' 104.95'
\. •• ..."\\\ 1 \ Qc \ \ \ \\ \\ \\ LIMIT OF CLEARING
\
sclarend \ \ d \ \
29593 9 ID4
,n �p'dr'amaoj aserr+G�n; (,y,/tee { \ o * y�rq + \ �. \ 0 \ \\\\`
4-
t •i \\ a d U In \ i v> `.00> \ \\ \\ \ \ \ \\ \\\ \\ \\ \ \\ r
� 29z.,3 \ �,c1S•�,n9 15- RGP \ ' `\\ \ � t 1 � t ' \ \
\ \\ \\ \\ \\ \ \ \\
-a 19 C> 1. ,F• l:-I % ... \ `Jr l \ pp.2 \ \ U \ \ \• \ \ --\ \ \
\\ \\ \ \ \\ \ ���r �-- --
\G z.l % i \ 1 1 1 t \ \\ \\ \ \\ \ \ \ \
\ \ �� \\ \ w \\ \\
fn /
1 h \ \ \ \\ in ,1
\\ \ \\ ° QN \ \\ \\ 1 L \\\ \\\ \\\ 13 \`\ O
\ �Co.Z,.. '■ \ ` 1l \\0 7 tl1 �Ot 11 \ cv \\ \\ \ \\ \ \\ \ ° Q
1 ! \\ \ iU \ \ \ \ I
R \ \
\
RONALQ $ tvANCY •. \ — ,
1� 29t3 '
\
YES \ _
\ \\ �„ \
HA \ \
\ ems•_ _ _-+ u Z....J_ }.. - - - ;}: \ I \ ��\ \ \ \\ \\ \\ !
/ Proposed Easte g ♦ ! I \ \ \\ \ \\ \\ �\ t
1 \ L \ \ \ \
White Pine ! I � � �/ \ \\ � \\ \\ \\ \\\ \� 1
\ \\ \\` \\\ \\ ♦\\
147.99' r / 150,00' \\ 15�00' \\ 15ox \ \\ \ \ 150.001
ill 66°05'28"W \\ \ ' \�` --_— _ N 66005' B"IY 908.43' ��� \\` \a. F
JOAN
\ \ \
y L \\\ l J� \\ SALERNO
1 1n j \\ \
ao`l � � 3!� _ \AssuNTA / \ \
l vICENzo 3 19 18 3 5 >
l o a
I EDWARD & ELISSA ` LESTER & JANE JOHPT MING-YUEN ryt KiESSLING � � ROBERTS CHEN
HU
NOTES:ES: � This property reverts to obullEnp property owners when road Is extended
\ Pavement removal, grading, seeding extension of concrete walk, and other Li
work related to removing the Cul-De-Sac Is the responsibility of the developer co
1. Total area of parcel = 27.203 acres (1,184,965 sq. ft.) /
extending the street. 0
\ fi
2. Total number of lots proposed = 26. h
3. Iron pins are to be set at all lot corners. "PINE HILL ESTATES" "PINE HILL ESTATES" rrP'
ADDITION NO. 1 ADDITION NO. 1
4. Monuments are to be set at all points of curvature and tangency
as shown.
5. Horizontal and vertical control is based on MDC datum. -
6. See sheet number /31. PY for Sediment & Erosion Control notes.
7. All Rights of Ways and Easements are in favor of the Town Of South
Windsor unless noted otherwise.
8. Limit of Inland Wetlands as deliniated by Soil Scientist Lewis Ilgen.
10
9. No driveways are to exit onto Scott Drive from the proposed subdivision.
a
10. Subdivision site is wooded. -�
TOPOGRAPHIC & CONSERVATION PLOT
a\ f 40 20 0 40 80 120 �rR. fti ` t
�\O`9QO i��•� ---- - ---- -- -- -- +'` �• ,lei U ��:f,:t`�� Cy?s,. ?� '%,' .
oo, 1 ��`;,ti�� GRAPHIC SCALE 1 "=ao' �; �� '` MOUNTAIN LAUREL ESTATE.
c P\\? �' x 4 ii
/41
28 '00• o ^�\' t:^ ti:C"2 3 lo. 1Ca37
I
I
li
90 0' 1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED !N ACCORDANCE R�"° SOUTH WINDSOR, CONNECTICUT
c WITH THE STANDARDS OF A CLASS A-z SURVEY AS DEFINED IN THE CODE OF
PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED GARDNER & PETERSON ASSOCIATE!
DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND REVISIONS
SURVEYORS, 1NC //-/7-86 576 O L D POST R O A D
/2-3-S& TOLLAND CONNECTICUT
T A L L �+Y 0 C D DRIVE /o-al-sue 4.S./n834 rz-zz-8rP '
V Z-lCo-B
PROFESSIONAL. ENGINEERS LAND SURVEYORS
DATE REGISTRAT70N NO
r,x.• . r
2 - S7 BY SCALE DATE SHEET NO.
to N
M.L.T. 1" = 40' 10/21/86 y OF sti
f JOSEPH 11ERRITT 6 Co. 19 1253
ROBERT IGNAGNI & FRANK & ALICE
�� ROBERT & ALICE LUCILLE MOONEY PINTO
LEONARD Jr. & JANE M. '3$WCH HILL ESTATES KAMINSKI 2,70
ROBERT & NANCY \\
3g-0 ROCHE ' o
RICHARD & ALTHEA KOWALCHIK \ HENRY & EVELYN ASK
GRANT 1 \\ \ 12 •\ \\ \\ `\ `\ S 660 ' 8" E 301.84' \
` Q86.84' ~ �
\ 15 } 1 \ \ \ \ \ 36.46'
\ O I \ \ } $ °42'2V E 674.65' \ 2D8�6' \ \ \ \ \ \ \
NN
\ \ \ \ \\
\ \\ \\ \\\
ad
ww
\ 21 } \
\\ \\ `! zper \`\ \\
It
`\ \\ \\ \ - -----
! \ \\ \\ \\ \ `\ \\ • \\ N.
\\ X1N, \\\ \\\ \\\
-~ \ CD
\ N.
\ \ .72.00' R=17500' \ \ C c�� 5 �\ C,
q \ \\ stockpile are d�/O. o C< �j j \ N. \ \ \
\\ \\
cla
' \ \ \ OOG•. Q f'� O�� \\ \\ \ t
Z to \\
\\ \\\�, \\ ` `\ ,. \ `��� \ 2� 7c� \\ \\\ \\\ ^` �� JERRY & LINDA
`\ \ \ \ r \ 8n• \ �e \ \\ \\ �\ JOHNSON
tM�1�oa c��aRt _ \ 4�090QQ�ZS `\ \\ \\\ \\340
NN \ \ _
\
\ \\ \ \
\\ \\
\ \ ,o , h \ \\ 1 `tp \ \ \\ \
% \ x \ \ \ \ \
\�
\\\ \\ \\ \\
\1 \\\ \\ \\\
\ \ \ I J �Q \ \ \ \'IN
1 \ \ \ \
\
\ \\
m \ \ \ \ \ \ \\ \\ \ \
-1 c4 \\\ \\ \ \ \ \ \ + \\ n oo dJ \ \ \ \\
\ \
\ r•.
\ \\\ \\\ 23 \\\ \ I \ \\ \ \ \\
4 0 r \\ \ \\ \\ \\ c J \\ \ \ ^
l 5 74 42 25' E
\ Z \ \ \ \ \ \ \ \ 194.00 \ \ \ \ N 67 47 02 W 482.42
p \\\ Z \\\ \\\ \\ \\ \ \\\ \ \\ \\\ \\ \\ \t
\\\ \\\ \\ 6THER LAND OF
]?iUL G. KUEHN `\
\ \\ \ \ \ �~ \ of \ \ \ 11 \ \ \ \ \
\ \ \ g \ m \ I \ \
202.00' \ .\ \\\ \\\ \ \ \\\ / \\ \\ C \ \\ \\ \\ \may J_fr —'
\ \ tc \ \ CC) \ \ \ r \ \ r
\\ \ \ \ 18( 00` / \ \\ \ 1 \\ - \ a 1 KWON F
\ ;!_/ CHONG
\ ` o \ \\ I \\ r5 I \\ \ !
% \ \ \ \ \\\ \ ! \ _ �- 1 \ \ ! Ln
~ \\ 24 `\\ \N., �` J �`�\ \\ t\ \\ •\ U \\ \\ \\ \\ i r
� " ,� \'•� \\\ \\\ \\\ \¢N
` \ \ \ \\ \ \
r
pt0 1 \\ \\ \\ \\ ( \\
\\ �\ \\ \
\\ \\ \ \\ o \\ \\ \ \ \\ \
200.10,
\ \\
` \ � 1 \\ \ t \ \ \ \ N 681609 W J
\ \ _ \\ \ \ \ \ 1 \
+ _ 5 7 S` E \ \\ \\\04 \ \ \ \ \ \
00ca \\ \\ \\ \ !
\\ ® \ `
\ l \ \ \ \ �
\\ t \ a \ \ \\ \\ \\ \\ \\ } Q 1 \\ \\
�\ \\ -IN
\ I \\ \ \ \\ \\ \\ \ I t \\ \\ RICHARD
MULLER
\\ \\ \\ \\ \ \ \\ \\ \ \\ 1 I \ \
\\ \ \ N \ S 65454011-E \
0 ` \\ \\ \ \ 00' \\
a to ,\\ \\ 2� \\�� \ \ \ 3o vm4• \\ 1 \\\ \\ \\ \\\ \ \ \\ \ I \\
nd
Y \ \
O p Q \ \ \\ \\ \ \ \
\ \ \ \ \ \ \\ \
5 \ \ \\ \ --- \\
\ I \ ,S \\ \ .,; - f �\ � TOPOGRAPHIC & CONSERVATION PLOr
\ \ \ \ \\ \ \ \ \ \ \ f
_ ,\ MOUNTAIN LAUREL ESTATE
Lim\ BLEARING
IN
\\\ _ _ 17s.7a' \\\ \\ \\ \` }\ \\ \\\ ' ; I ,�� rt'K`y�a `4��`' ,�Sf SOUTH �PINDSOR, CONNECTICUT
31 D , o\\, \ \ \ m j! \\ \\4 o \\\\\ \\ ' \o \\\\` \`\\ \`\ f \ `\ \\\ \\\ I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE o fo,t:;� „-:;•'j` '`' °� �����
! H 5\ I A CLASS ,t-e SURVEY AS DEFINED IN THE CODE OF `''" GARDNER & PETERSON ASSOCIATI
\177.78 \ �, \ i -N S
\ \ � \ \ \ \ WITH THE STANDARDS OF
PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED REV S I 0 576 0 L D POST ROAD
\ _ 1
r } � � \ !l / \\ \ DECEMBER ID, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND
! \ \ � \ \ 1 \ SURVEYORS INC. /a-3-8& TOLLAND, CONNECTICUT
\\ Z o 1 1\\ I �' n 1 \ I / \\ t \ \ \ ' tZ-Z�-$G PROFESSIONAL ENGINEERS LAND SURVEYOR
\ \ \ \ I \ l \ \ \ \ /0-2/-8C0 L.s- /0839
\ \ I o \\ \ \ r_ i \\ t suRVErtJ oa re RE6JSTRATION NO co--a_88�T BY SCALE DATE SHEET NO.
\ a \ `\ \ _-I i t. I \ ` \ M.L.T. 1„ 40' 10/21/86 5 OF \'i
\ \ \ \ 1 I \
,\ 17 23` ��\\ \�� ._... ._. ! I �g°h�' l; 4 \ \ `\ \ \\ 33G,1 \ \\ \3`l0
7-0
\\ + \ \\
r
JOSEPH 140FUTT A CO. 19 12,33
\ \\ \ 360\\ 1 1 1 3 60
2'001.1
N 68°16109"W 1
1\ PAUL KUEHN
}} \\\ \\\ /
If
` S 65°54'11
rl
\ \ \ RICHARD G. MULLER /
/
♦\ \` \` \\ �� S 65°54'15" E 307.48' _ J /
\ \ \ 145.15'
\ ♦ \
co
I
JACK & ELLAN
MURPHY
\\ \ 5 fib°]6'09"E 2000'
3� c - mac. \\ \\ I[ / 203.99' — 1- yL�Cj
�\
gv
.0\ I car J \ \\\ \\\ ! \` (��J9 Vol
dovblCCe,
stackpile area ` 02r S 670115"
/ \\
L-20.00'
�t
m , stockpile area \\ �\ / a o 013° 20]
LIMIT OF CLEgRING o
\ \ \ hay bales I .--_
N
` pp14°29'01" t�94.80' / .o
126.00' ]fi 1lL \ q s H /o _-.
a.. ss `�� ' yNn ` \ 8 0 / / - N 67°01'1.5"o
so tx-
W
- 4 o o \ c \ p '� ��� `\ \\ `--- p-0}3°2201 ® Ls� I - 33B �
330 \ \\1y.43 \\\ \\ \\QCPe6 Q1 0. \\ \\ \ rn, ,�,,}h'6 e
\ \ \ \ \ \ \ ° ,55.E L62.30 /% S• A
104.95` Q=0 Fi05 " 1=45.14' p-006 23 1 // J 1 r ex,st.
15o.oa / ; I ;J "HIGHGATE_ ESTATES ,, tip
/ / `�
elm
IIi ° l
LIMIT OF 6�EARING ��� `� IN,
ZD o
w N n
a 1 ZD
\
l \
" --
\ � \`\ \\\\ \\\ \`\ 1 // `♦ \`�` \\\ ELPIA 'YH
\\ ` • \ \\ \ `\ ! ! \ �\ �\ BARS.-RI
\ \ \ \
150b0' `\` \�� \`\ \\� 150.0011 / 160.44 \ -
15�00` \
N 66°05' 8"W 908.43'
_ \
j 3z�0
o JOHN $ SIDNEY WINIFORD
LESTER & JANET MING-YUEN HUTCHINS WILSON
ROBERTS CHEN
w
0
a
0
J
3
"PINE HILL ESTATES"
ADDITION N0. l `•' ,. yr ar TOPOGRAPHIC & CONSERVATION
40 20 0 40 80 120 `:J=1, �4 vo�!ty% a.
y ;x GRAPHIC SCALE 1"=4C' �� MOUNTAIN LAUREL EST
1• - �� `� � �'� ` ° ' ? ° "`'� '
No. 10839 IN
NL
<
' e3tSTL�E ¢�t'L
I ?4, A UR� '
SOUTH WINDSOR CONNECTI
1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE �
►MITH THE STANDARDS OF A CLASS A-z SURVEY AS DEFINED IN THE CODE OF GARDNER & PETERSGN ASSG(
PRACTICE FC3R STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED REVISIONS
DECEMBE� ( , 1975 AS AMENDED BY THE CO NECTICUT ASSOCIATION OF LAND 576 OLD POST ROAD
SUu � °• `� //-)7-86 TOLLAND, CONNECTICUT
/O-2/-Sla t.5. /D83y �z-tea-sue PROFESSIONAL ENGINEERS LAND SUF
SURVEYOR DATE RF'GISTRAT/ON NO -1Co-S-T BY SCALE DATE SHEET
M.L.T. 1„ = 40' 10/21/86 6 OI
a
a
♦ JOSEPH 14ERRITT 8 CO. t9 1253 f �.,
4
W
O
Open V N �!
CDN N o
Space Q C, N Q _ a N
N
Q n p N Q
-2 C - V1 - Cll
Ou Le1
� C
1
fL+300.20
1
Q -,ao 285.98' 128.00' 150.00' 28.95' 'A=027°30,07„
--� . ! -
o w 1 ,00'Sa=2i 23 ar �96.00,
w w w
aZs ' CxI r, _ �✓ -5my freer,wood 'DrlVe- SMH
s�` `� 6 ss, "f Ir> 6 7 $ st1H 8 � Ea Sl+}H I� 12
5 5 O 941
' o
'-T Q Z b'i'sivb/ zZ 69 �"3os.s3 8..$.s. _ o SS�g O o o Y3.o� O 4 _
91
�szy —
p o
fill3A7M C$ 25 _ •
ea
_ 11 1 0
170.00' 170.00' t as.5T
40,m=8
Ott s,
This property reverts to
Pavement removni abutting property owners when road Is e
wort; vela! ' grading, seeding extension of concrete walk, extended /}
ed to removing the Cul-Oe-Sac is the responsibility 1L
extending the Street and other
Aonsibility of the developer
CID
0 In cn In
+ o o o
0 0 � o a - o o o
o v m rn m
�,I r
1-IO`
D
I-Aco:V
ru
___ _ �_ _
5 O 3 D 3 CD ai 3 Q 3
a
_7 w i
eM � y
N
haell �m
Ck
ce 20
U'
FL I5"In o 4 u 0.
3 I p Ib3 o a' \JF 3 3 Q
0.00
G
CB IU — Q� ` ST 347.
/-- FL 337.
FIL 15"o A e3 3.0' - --
r _. 7
1 1
CB�07 i MH
L 4'F +3 4
- -
TTOr..3r
I V A - PAN AND PROFILE
i =_ — 3t O
GP
- - - --- - -
- F .�
3t5 sfrlri .— : .: FtTF* out �
S.S.. -
60' LF: 01 T `30 02' TF 3A.0 1 i qa. •1, _
i I$ In .3013 5 F - - - - -
- --
_ - FLEE"o •30 .55' u --.- ------ - - - -
-- - -
- - -
_ r TF - -
r } FL SY ,r r.
' TF. 055 c 16 FL in Wt+ 31.5' 4
�.� r . T.' = #. t _ _ 5 .fi -G =D P S7 :-RDA D
- i 4. 4t i.° _ .. ... - - -
4 - - - - - -
{ � 1B- ut. 03 9 � � -
' r
91 r! t 0 q ;' No laB 9 �#�,} li _ _.._
[S" iN1 307. e
A
-- {@" ISf 305. B' I -`.�' ....I:-.rt>G%Gy •-�•C� jeTr fi �c _ ...
%
1
2 0 3 o s 4F. .3 s ! -- -
Q45*
17-1
IIz1 e'
_ . 3 O 3 D
-
FT .
1+0 Z+O 4-f-c7 5*o G-O 9+0 10i-o 11+p 12r0 /3r0
HOVII 3HT OT OS X A HOW 3HT OT OS X A
"�V r
- .Oa g3883 �B J3ggU3M n •O� A3223 �9 J3agU3N
Oor.ODT .A.e.0 NI O3TNIft9 PT-I OOSOBT .A.e.0 NI a3Tbl
vI r-f
1" = 40' hnr
,
S 70042'25" E
202.00'
Q
o
o
a
s W o
N r�
G
O O
m
N
N
�, 25
J
L S 7004
18(
0 °``o
f1/ CP (l fl0e
\�y '� 3
3 a•
cxlsf,nc�ct� ��G�
+n 6c relnco}e� �O ti1 `lSs S�j C8y
or repldcta 0� ,'S�''
23.00' 72.00' Q=Oi 9°38'39" �7O Gx LS+,rl0)
OZ9ap5`53„L�101.51 a R=175.00,&0.00' X C-a
/ 177.78' 176.78`
r 30t.1-,-= _ a a , a , C
r�g5.65
14 ,s D r v is Q°o� n ��
_ Qp O _ rj�� �( GO .w 5t.•EI..I O
—� T5.31 0 74 I� �2` Q 10 0 j1 0
9 S. as. 11 o �� 3 D o , z 3 r 1 vL y Y a o
�10 �`'^e/ / �� 1 oz5 0 0 0 0 co 5.oz
3M Fi r
SHH
95.00, oo, Q.
i I,�
178.23' 177.23
-r tr
D00,
5m H raR O O(s00 ���S0
r
0 r CO V.
0
S 70°,
1 18
Q f{{
10 N {O
7
ocv a r�
v 0 3
o
L m r r
7 EO lD 0 CO
n o
Silo N O S 70.42'25"E •'0.42'25" E �
190.00' 202.00' {
Plan
-TFto
r -
3 3o
-
�— - ' --'-
-
to
t T C�
3 O � o_: -
�
Ln
O
ap
o -
�
3 b
Al- - - _ -
- -
-. out•304 B'F!.I " 3
ca I!
- 7Fr 49 / •3• CB 2 _
/ ry .:
FL 5"In
FL 5'a •34 23 i :::
FL E "ha+ •3'4.5f
.
Ft
i
15' -29 .9'
CS UTF• 13 7' —
FL- 3.f8'
_ -
- --
_ -
--
- 5 P �O • — -
61.
CS Q
d
F
a
P
NO
•°
3 61 -- DEG - -
NO
_t0 'tom a s„_Y 'k•' PTE. rJri e - - - _ ...
.. - :. -. _ I w`c - .ate �f r4`0� ••- O _� E-l.. li"
9 XlST GZ I ! o i.i 5 EN p4 :�.e U`3 " __ _
F-3 !.O
I
I
. ___ ..
OY-� G Z O
13*d ry r0 I OR x I(oY O {'I t Pt-OT 1 I E HONi �iiT OT OR X A 7��UE
OZ) R 23 O3 OR X A ��1(UE_ -4� R3223 � J3•a�U3>I (l1 !t
ooSoac .A.C.0 Ni 03THIR9 SG0.�� 1 t' t--('ve i+ .0a R3223 A J3-j9U3N �lll
90tP3C .A.Z.0 KI U3THIR9
y''� L-40' hor
3
190.00' '1
C-
Z
0 ` S 68016'09"E g
0 203.99, ;n
cc
rn�rn pp rn G NLn
1 V O laA " N
cN II 01 d
00
O 1 V O Il .0
N N Oslo.l` •7/hL^
i CA,S+rnt D2,L C-B
Q- 7 fNl7 Tf=a 3I
p ` hCP 5 67°01'15"E
9
,,95 1J998G�•.
y`o �,`Z
00,
o o l
170.10' -
3 1 1s0.1T
57.65'
c SM14
w,
p_ 32201, L-8749
01
o 0 f3It
d o e s2 so �s ,�
9 wZ3 55 ,2• Y-� 3Ja�t-I
fl=Q06 L-
104.95' D=006°05'06" L=45.14' -
_ c 150.54' i 50.00'
150.00' t50.00' pG�,,�°' FE l0"ovz--328.0
l�Ar's°VS,
In U ,9,o) `T00•
u
n
0
c"r ,
w cll
Lo - � [A
/ W w � � � 0 0 15
0 12 0 � � N NN
LV Z
Co 'n O N d N N
O O D 11 N N 2
tj- N N Z
N Z
z
0
r
11
p
Plan
U. y 0'
o I,
3 0
—_
v 77
0 M I n n
> i
—.
J
•g. % v z P + T o /t �Y r - .5 SCh 3 O n
424.5
c0.
a
— -- a
1
m
w.
-
' TF 331.5 u
25,5' �C t
3 0 r
aw
o _ - —
LL
SM
7F 331.3
1 _
r . IB.9'•—our-. — -
t1
o —. --- -- TF■ 18.9' G
1
FL E "En• 13.2 n
I
-4. F.3 3.20'
T
'
vMY
,��`• Z 15'In D1vt •372.25' S,
— t - - -- —
- - —
I km
11M, -
-L t
7.
•
' C -
w
L
_
R l OU
,
odl 07 P _
_ 3� . 8 TF 342 4' j DNAe'�
_
ate•
_ o
t -
-
T 12. 3 C7 3 C q y 1 O- C) HOW 3HT OT OS X A 3;��r11
-
O 8�0 - .O' Si3223 ,9 J31IU3K
•�Q 5 O jC - - DDLDBC .A.a.0 L11 D3TYtlfl9
O Z +O 3t� HOL41 OHT OT OS X A
OHO .On A3223 38.-!3a'4U3N
Dozoor .A-a.0 "I a3THl!19 -
N 19017'35"E
219.54'
170.00' 99,89'
`n o
170.00' N 1901T35"E 15B.00'
a - N 1901T35" E 190.11' to a
15$.00" N
N
_ 158•00' " � ",
156.00, P N
I_n v
,o N
rn cn o
"p o
o -
IH
fl1 01If
>;
i�
cm
Ln
� N
Ln
C) �+
S w
�, _ o
.Q (n �! lD O N O
C> W P m O N O O CNfI O¢
co -4 cp o w O o Ctz
n (\ 4
lIl O Q N O O N _ N O
0 o Q � `r x
r "' m S1r4 Q• /6 srlH
Q x
}
°$6'15„
S A q6 ���' 7?.50, £
c,, •• o0 0
158.00' 31.68
�• a i, 1 158.00' 158.00' ° „
0=•003 20'01 L=114.91' 31.11
o v 1✓ z r ✓o o \✓ r v - —7 t z G 6�O�GaQj d-075°31'21" @xQ n[
rn
o04 AkL L'32.95'CHzt; 0,
/ 62 z sN N 11
o w QaKN o 6�.�s o - o 6�•,�1 „O�Qy° CP�v�de O o
c 4=003°24'18"L=120.35'
CP o0
a
o
0
0
PlQn
C _
,•a•o�o 1...vc lso• _�.off
E � -
3 .
__-- ----_-.__
—
—
3 •
f5"out- 48.5 ° F i -
- —
1---
Q
T. 5a o
-
j
T 357.
Rd
S H �
-
FL l5 oul 325, a
r'rr
,
_
g aid - _
-
CC -4. CeMA
f
S
. W '
Z .$
c
---Tt
�! LE
��
S_.. - ... _ -r O
� t- Q H to H:)NI 3HTOT0S X A ,�ljU-�A '
,} .00 f13 99UN 3
223 a J33 ,
OOLOar .A.2.0 NI 03TNIf19
f
JO� O�'1 •� bVIK.IE° iK n•a'v' 3.00300
6uIK1E0 to n•a•v• Acosoo 1
U1.,,.0 KEnt6Er 3t E22EU cO +,ten I, —„� . 2 11 4� �fUll'� •t X�'SO 10 THE IL1CH
lnl'� 4 X SO 10 1HE IMCH
U-
__ -- ----- - -
_ . I
c M_ - - - -
- n 1103NNa - N 1 p: _ .__ . _ � l . - : 3
a 0 - -Sec . 4: D 91 5 - -
.
5r
- -
. �.3•Zlo i p 40 O� \7 •�4• 1
pZl ul
�T
. 4 3' b'7e• a d
ldl 1•x - _ .. . c-A
- - -
_ o
�
-U.; _ —_ _. - �c Luis 1`>1-4.-J III
.41
- � t
i - - -- _
_._..
I
- 1
i
_
•urol�
-
I sim ao osodosa
r t � cs•;��' r � _ pi Q P
IL
iipapa 1 ASS C ,
3�b'7S C)-L -L011
J
t cY1'3Q tV tS'dg ri0�sN3 i�Q - 3�i hC1 is i�`�In Q nun p _ -7
off•%b2 'AUi '1 � � � -
~~ ••w / 862
_ \ Z• 11:
F t 1 I
�nou3�J r
zoaE � pl 1. `• \ 1 \ 3 �ye�d,... b�as.�t
�vicr7do
/� �, � t \ � ` 1 1`\ \ ` �\ ` d 7�1 _s1 •ui,}a I x'o
'4U, •� \ 1 \ / t t
z �O'c't�i ki5��. � �;'•'�' \�t -�) •���wss.o.+•.6vu�v�p o'er �
�, �`
t 1 \ l
o•tio� >�.L�'3i`di�•D c3sta' �
lnidZS� `IVt�3`or`"c3 1-t0i`o� -O 3d L cx 1 t 1 Zoe 1
t
'�
* Ao h r 11 It o 1 A6r M
IF
H ° era st '« `€;'0; , r 1
_ - ....... ..•,-Wort d717
,`+ s
609
�� ►