HomeMy WebLinkAboutSite PlanCL&P
#7785
ROAD
4i �G..L& CL&P CL&P CL&P MONUMENT f i 7,74#7783
#7783 #7781
I\.(FOUND) ``-_ - --
14
MONUMENT _ _ _-��.�=`� �� N 88`55'23" W 426.64'
(FOUND) DELTA = 12'57'30" 21:3.32' 21332' - 1 -.PIPE -
RADIUS
ARC LENGTH • = ,
103.13
\ jS RADIUS - 455.98 UM (FOUND) DELTA 21`20'15"
CHORD = N872638"w 102.91 , �. °�"'�" "�"°"" Ste• ARC LENGTH = 108.19
RADIUS = 290.52
CHORD = N78°1516"W 107.57
#7786.1-.�_ --.:; `'ti,� .,
„�• APPROXIMATE LIMITS
/ o OF 100 YEAR FLOOD REVISED
SEE NOTE #8� ` LOT #6-•D
l NIF
CV
DAVID HAMMOND &�
. � cr_,�- --�; ss, � ``` -� s ,,.? LINDA M. HAiVfA�IO�
-'° s$ 2j, -�' �`�`�`--=., VOL. .302 / PG. .
S ` www k
° w
418
MONUMENT`.- ., / 4 0 B
i °
N F � (FOUND) - Yfrn MF
�` I �
\ / / .. S I t
\ A �c APPROXIMATE LIMITS / WF# �B r 7g 47'5'" F#
&P JOHN F. KAZAN \, OF 100 YEAR FLOOD WF 46B 521 3g8
LAURA V. KAZANA
SEE NOTE #8 # I `- r ► ; '''-"
789
` J VOL. 51 / PG. 103 A`° 48B""" °" WF#►
\ _ -.
_j 37B z
Yy
` 49 WF WF#
PROPOSED 30' RIGHT OF WAY \
SNETut to
3718 ISMNG RIGHT OF WAY W1= WF- _ _ _ 34B ,
r 3y4 GRAVEL. DRIVE Y #4 -#50B- �3oB
N42'21 5$"W -.� \ WF,-
42.+4*R WF -#3s �` �1 ' `� 336 ~WF
- - - -31B \ `
� - N35 30'30"W `` \ I HOU$E i
-- -"i 44.72$ WF
27
ti
N/F
RICHARD Ar BERGMAN &
`V
YELENA Y BERGMAN
,,. VOL. 4.51 / PG. 5 73
° -- • . .
t
0
o Z
in
zo
OD
T4
N2! 40 177 it r«a a \`• \\ �� \` \ /- 1 --` ~- \ \ \ 1 15 �'\ 26� y a
43.98 l ` �� \ \\ '�� ,�^ \ `" - /� '''-� -, \ `'+� i \
217
N21 4508
72.74
\ \ - (FOUND) �\ _.._...... -`N/ - - _r --- _ �. _ �_. �`. \ ` \ I I /l WF#
P
-HA MO�-`'� � � `` � I I 5B `- -
�� `� t I( ""--.
N2r39'46' r l �t �; `�� _ L[N AMMOND .2p�
29,69
\. wF# -
# W �\
F { 246
ING
WF
N33°58'35WV '` tX
238
4,54' i \ - _.__ - ----21 �' \ ,� ` ! 1 tr - \ \ \ W F#
N/F 4 j `'' P�IP� % w _.._ _ '�>> \ \ -� '°3 `,.`� {{ ! r/r i VaF \ 228
Cff E q�
SUSAN D. RYS t ( `
�(F�OUND)r> / l ,���' \WF WFC\
VOL. 381 / PG. 834 ' �. �. ` E r A, \15B� r B WF 21B
VOL./PAGE #
EXISTING AREA
PROPOSED AREA
MAP 44, L01 U`D
'
SURVEY
N/F
VOL. 302j
2.9 ± ACRES
8.3 f ACRES
DAVID HAMMOND &
PAGE 345
N/F
NOW OR FORMERLY
LINDA M. HAMMOND
FIRST FLOOR
ELEV
ELEVATION
MAP 44, LOT
SQUARE FEET
o
MONUMENT TO BE SET
N/f
VOL. 47j
PAGE 651
9.5 ± ACRES
3.0 t ACRES
MADELYN E. .
PROPOSED CONTOURS
(b h
BUILDING SETBACK LINE
HAMMOND
STONEWALL
--- --- ---- ---
GRAVEL DRIVE
MAP 44, LOT 7-A
EXISTING TRAIL
x--- ---
WIRE FENCE
N/F
DAVID HAMMOND &
VOL. 190 f
PAGE 689
4.0 ACRES
5.1 t ACRES
LINDA M. HAMMOND
60
GRAPHIC SCALE IN FEET
QUALITY CQNTRQI*
MONUMENT _ _ _-��.�=`� �� N 88`55'23" W 426.64'
(FOUND) DELTA = 12'57'30" 21:3.32' 21332' - 1 -.PIPE -
RADIUS
ARC LENGTH • = ,
103.13
\ jS RADIUS - 455.98 UM (FOUND) DELTA 21`20'15"
CHORD = N872638"w 102.91 , �. °�"'�" "�"°"" Ste• ARC LENGTH = 108.19
RADIUS = 290.52
CHORD = N78°1516"W 107.57
#7786.1-.�_ --.:; `'ti,� .,
„�• APPROXIMATE LIMITS
/ o OF 100 YEAR FLOOD REVISED
SEE NOTE #8� ` LOT #6-•D
l NIF
CV
DAVID HAMMOND &�
. � cr_,�- --�; ss, � ``` -� s ,,.? LINDA M. HAiVfA�IO�
-'° s$ 2j, -�' �`�`�`--=., VOL. .302 / PG. .
S ` www k
° w
418
MONUMENT`.- ., / 4 0 B
i °
N F � (FOUND) - Yfrn MF
�` I �
\ / / .. S I t
\ A �c APPROXIMATE LIMITS / WF# �B r 7g 47'5'" F#
&P JOHN F. KAZAN \, OF 100 YEAR FLOOD WF 46B 521 3g8
LAURA V. KAZANA
SEE NOTE #8 # I `- r ► ; '''-"
789
` J VOL. 51 / PG. 103 A`° 48B""" °" WF#►
\ _ -.
_j 37B z
Yy
` 49 WF WF#
PROPOSED 30' RIGHT OF WAY \
SNETut to
3718 ISMNG RIGHT OF WAY W1= WF- _ _ _ 34B ,
r 3y4 GRAVEL. DRIVE Y #4 -#50B- �3oB
N42'21 5$"W -.� \ WF,-
42.+4*R WF -#3s �` �1 ' `� 336 ~WF
- - - -31B \ `
� - N35 30'30"W `` \ I HOU$E i
-- -"i 44.72$ WF
27
ti
N/F
RICHARD Ar BERGMAN &
`V
YELENA Y BERGMAN
,,. VOL. 4.51 / PG. 5 73
° -- • . .
t
0
o Z
in
zo
OD
T4
N2! 40 177 it r«a a \`• \\ �� \` \ /- 1 --` ~- \ \ \ 1 15 �'\ 26� y a
43.98 l ` �� \ \\ '�� ,�^ \ `" - /� '''-� -, \ `'+� i \
217
N21 4508
72.74
\ \ - (FOUND) �\ _.._...... -`N/ - - _r --- _ �. _ �_. �`. \ ` \ I I /l WF#
P
-HA MO�-`'� � � `` � I I 5B `- -
�� `� t I( ""--.
N2r39'46' r l �t �; `�� _ L[N AMMOND .2p�
29,69
\. wF# -
# W �\
F { 246
ING
WF
N33°58'35WV '` tX
238
4,54' i \ - _.__ - ----21 �' \ ,� ` ! 1 tr - \ \ \ W F#
N/F 4 j `'' P�IP� % w _.._ _ '�>> \ \ -� '°3 `,.`� {{ ! r/r i VaF \ 228
Cff E q�
SUSAN D. RYS t ( `
�(F�OUND)r> / l ,���' \WF WFC\
VOL. 381 / PG. 834 ' �. �. ` E r A, \15B� r B WF 21B
GIOt1P
s
DATE
PROJECT MANAGER
FOR STABILITY AND
'
SURVEY
POST
�J
O
CIVIL
o
N/F
NOW OR FORMERLY
FF
FIRST FLOOR
ELEV
ELEVATION
SF
SQUARE FEET
o
MONUMENT TO BE SET
tl 0
BOUNDARY POINT
--- --220----
EXISTING CONTOURS
22
PROPOSED CONTOURS
(b h
BUILDING SETBACK LINE
Of
STONEWALL
--- --- ---- ---
GRAVEL DRIVE
----------
EXISTING TRAIL
x--- ---
WIRE FENCE
SILT FENCE
WLF `g,
iR', ca' !!
LIMITS OF INLAND WETLAND S
60 30 Q,
60
GRAPHIC SCALE IN FEET
QUALITY CQNTRQI*
CERTIFICATION -
GIOt1P
REVIEWED
DATE
PROJECT MANAGER
FOR STABILITY AND
'
SURVEY
POST
ENVIRONMENTAL
O
CIVIL
o
F
o
STRUCTURAL
W
ARCHITECTURAL
>
N,WF# #STI� � ., �� .,.,`\ \\ � � I � / iJ � � � 1 196 20B r
\ E VV rg
[STING,1f #
ELL #77� ` "r,`� d \ / I / 1 B'
PROPOSED
/`,y tib♦ i V `� 3 '� ,,.. `,�- � 'x -, � � i � '"r •r'/ J � 7 ! - r � q,,� f
top -A
APPROk- 1 OCATIONTPg ,����' rI / \
\ ' ` 0 EXISTING ` `, I \ A id iiNE , �
> ; SI TH G14
SEPTIC SYSTEM. ��� / '° `�' �\ p 3 WF#/ (,W��F
ERC V
17
so
SIDE YAR
D.HOLE l` P' , REVISED 'SETBACK (TYP) .'.
j r r LOT #7
(FouND /
(
MADELYN E2 HAMMOND 1 t j
I VOL. -7� PG. 651 �` `/" �\ W + �� \ \ \ ` w� ; tr � F
TP 4
CV 1B
PRI AREA
`_.P it
RES AREA
iYP 2
W
�QF3A
-# ��` .1
s
`'_• WF///
WF `\ yvF r.
-t'
4A #z 7A -RVEY CONTROL ROD
----WF`# s �.., �_��.,ai!
l 5A WF r /£ 220.69
�. 3A - SA 2AVATfi3�$
\ , 4 Av
NIF
9A,,
CARL E. FREEMAN JR &
PHYLLIS A. f REE'EMAN Q •. -,- \ 3.56 , ,v�rF
� �. ,- \ �. �
VOL. 383 PG. 450 �',�� - , {gam. LPiPE `��M` „o/
`��'��g 132.50' X69.96' (F9.UND) cq
S-85 -44'26 E WF - .3•�•57r
" 1 A S 87°55'24" E S 86'25_42
Z
NIF 60' REAR YARD
DONALD F. BARNES SR & SETBACK (TYP)
LISA BARNES
/ VOL. 96 / PG. 55.9
/
M
rir
LE, J507
_ ., _
N/F
FRANK C. DVORAK &
SOPHIE M. DVORAK
VOL. 87 / PG. 6207
FILTER
_n N
FABRIC
I ANGLE 10' UP
SLOPE
Cl 00
FOR STABILITY AND
'
SELF CLEANING
POST
N '
O
f \13o
o
F
o
a-
Q
W
00 0
>
cvX
0 L
L
a
tl 0
L
a
COMPACTED
�
O
n
BACKFILL
(b h
O
SILJ FENCE
NOT TO SCALE
M 0 N T V I L L E
0 Rp,
-
LOW
W
z
W
LE00N Z 4fBFR
PO CO�cy� C� � R0�0
Fa G�`GQO P, h'k
o�
41,
q '90
LO��TION MA'P SCALE 1 " = 1000'
f=
" O
o
Cl 00
'
rn �
43
N '
O
CO CD
o
F
o
a-
Q
W
00 0
>
cvX
0 L
L
a
tl 0
L
a
U
�
O
n
U
(b h
O
Of
04 U
p
,Q
U
O -
0Ld
w
Y
00
M
�
0
(�
O U =
C9
U3
Q
0n.
W
-
Uj
RS
0 W
a
O
U
U -0)
v
�
c
DATE: 02/14/2006
O
z
c
N
z C L�
N
• r•S
I
c�>
t�tWWU
UCN
,
M COM
bA
0
U
TEST HOLE.... -DATA
PER U N CAS HELL.TH
11/23/05
TP -1 TP --4
0"--10" Topsoil 0"--8" Topsoil
10"-20" Brown Sandy Loam 8"-72" Sand and Gravel
20"-35" Brown Very Silty Loam
35"-101" Sand and Gravel No Ledge observed
No Ground Water observed
No Ledge observed No Mottling observed
No Ground Water observed
Mottles at 37"
0"--8" Topsoil zU
TP -2 8"-20" Brown Sandy Loam
0"-8" Topsoil 20"-38" Grey Silt U
8"-40" Brown Sandy Loam 38"-74" Sand and Gravel Ld
35"-101" Sand and Gravel Z
No Ledge observed 0
No Ledge observed No Ground Water observed 0
No Ground Water observed Mottles at 38" Li
No Mottling observed
__j
TP -6 (existing house)
TP -3 0"--12" Topsoil >
0"-8" Topsoil 12"--39" Brown Sandy Loam w/rock
.8"--20" Brown Sandy Loam 39"-74" Grey Till
20"--57" Grey Silt w/cobbles and boulders
57"--92" Sand and Gravel :L �
No Ledge observed O 06 '"
No Ledge observed No Ground Water observed z 0
Ground Water at 84" No Mottling observed 0 0 0
Mottles at 57" Lij
Q Cl-
MW
PERC 1 [ci_
Percolation Rate -= 9.14 min/in W
PERC 2 (existing house)
Percolation Rate = 10.6 min/in _j CL
Q
SEPTIC S IGN Q
IrY_
Based on a 4 -Bedroom Residence z :2:
MLSS Required = 28 x 2.0 x 1.2 67.2'
MLSS Provided = 75'
Effective Leaching Area Required = 660 SF X
Effective Leaching Provided = 675 SF p
cn
3 rows of 75'X4'X1' Trenches (3.0 sf/If) 0
0
>_ ,U) _
m
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM,
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED -WITH HAYBALES OR
SILT FENCE,.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE .OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
MULCHES APPLICATION RATE NOTES SEEDING DATES:
PER 1000 S.F. APRIL 1 --• MUNE 15
AUGUST 1 - SEPTEMBER 15
STRAW/HAY 70-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
SEED MIXTURE:
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 459 KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
THIS MAP PRODUCED BY
ORIGINAL INK DRAWING
ON POLY FILM
CVANDLER, PALMER AN.D KIND.
110 BROADWAY, NORWICH CT
BELIEF, THIS MAP IS SUBSTANTIALLY
-ON. //
v
L.S. 19679
LIMITS F INLAN DS AS FLAGGED
BY I 0 E .S.S
SIGNATURE DATE
L l
o
0
O
.._
o
F
o
a-
Q
W
a
>
L
a
w
L
a
!
W
n
�
I
O
Of
Q
p
W
z
0Ld
w
Y
00
�
0
04
C9
U3
Q
0n.
W
-
Uj
a-
(O
v
O
o
DATE: 02/14/2006
O
z
c
N
F-
<
tYl
L
a
!
I
n
�
I
L0
CJo
z
0
w
z
0Ld
w
Y
�
0
Y
O
M
C9
U3
Q
0n.
W
Q
Uj
a-
o
v
o
(L
DATE: 02/14/2006
SCALE: 1 "=60'
i
GRAPHIC SCALE IN
QUAW( C{NTIUL C1
GRO.t1P
REVIEW
PROJECT. MANAGER
~
SURVEY
d
ENVIRONMENTAL
«1
OD
O
CIVIL
00
X
- STRUCTURAL
0
0 LL
ARCHITECTURAL
.r_ oa
�- o
�-
N
cfl
C) o
N/F
SUSAN D. ISYS
VOL. 331 / PG. 834
Al
0
r
N/F
CARL E. FREEMAN JR &
PHYLLIS A. FREEE AN
VOL. 333 / PG. 450
CL&P
#7785
VOL. 96 / PG. 559
CL&P
#7783
#
13A
IK
1
r N/F"
RICHARD A. BERGMAN &
YELENA Y. BERGMAN
VOL. 451 / PG. 573
CO + �
NIF
FRANK C. DVORAK &
SOPHIE M. DVORAK
VOL. B7 / PG. 020
EROSION AND SEDIMENT CONTROL PLAN (SHEET 2 OF 2)
CERTIFIED BY THE MONTVILLE PLANNING AND ZONING
COMM N !
SIGNATURE DATE
FINAL SUBDIVISION APPROVAL GRANTED BY THE
MONTVI4LE PLANNING AND ZONING COMMISSION
SIGNATURE DATE
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW
HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN
fs ON POLY .FILM
CPANDLER, PALMER ANO KING
110 BROADWAY, NORWICH C"
DATE r
a TO MY
f > CORRE
DATE F OMPLETIO / OF ALL WORK
SIGNAfUkE DATE- . r .,, s.; s.RI{' D
M O N T V I L L E
4 p
LOCUS�'a�,
z
c L'EGtON > 41
F� Q§�G�P��
Rpq�
SCALE 1 1+000'
mw RMEK
1.) FINAL SUBDIVISION PLAN MADE FOR WILLIAM STAUBLEY OXOBOXO DAM ROAD MONTVILLE,
CONN. SCALE: 1"=100'. DATE: APRIL. 28 1981. CHANDLER, PALMER & KING NORWICH,
CONNECTICUT. ADDITIONS: MAR. 10, 1983.
2.) BOUNDARY SURVEY PREPARED FOR FRANK C. DVORAK & SOPHIE M. DVORAK WILLIAMS
ROAD & OXOBOXO DAM ROAD MONTVILLE, CONNECTICUT
DATE: APRIL 20, 1981, SCALE 1 "=100', J. ROBERT PFANNER PE LS, EAST LYME, CONN.
REVISED OCT. 23, 1980.
1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b--1 THROUGH 2O --300b--20 AND THE "STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
THE TYPE OF SURVEY PERFORMED IS A PROPERTY/BOUNDARY SURVEY CONFORMING TO THE
STANDARDS OF ACCURACY FOR A HORIZONTAL CLASS A-2 AND A VERTICAL CLASS T--2, AND
IS AN INDEPENDANT RESURVEY OF THE SUBJECT PROPERTY.
BOUNDARY DETERMINATION CATEGORIES ARE AS FOLLOWS:
--THIS IS A RESURVEY OF THE ENTIRE PARCEL.
-PROPOSED SUBDIVISION LOT LINES BASED ON AN ORIGINAL SURVEY
THIS SURVEY WAS PREPARED TO DEPICT THE BOUNDARY AND EXISTING CONDITIONS OF THE
SUBJECT PROPERTIES.
2.) ELEVATIONS DEPICTED HEREON ARE BASED ON ASSUMED DATUM.
3.) THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP
No. 44, AS LOT 6-D (ADDRESS: 350 OXOBOXO DAM ROAD MONTVILLE, CT), LOT 7
(ADDRESS: 376 OXOBOXO DAM ROAD MONTVILLE, CT) & 7-A (ADDRESS: 372 OXOBOXO DAM
ROAD MONTVILLE, CT).
4.) DELINEATED WETLANDS IDENTIFIED ON THE GROUND BY IAN T. COLE, C.P.S.S.
5.) THE SUBJECT PROPERTY IS LOCATED IN ZONE R-120.
6.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED
HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE
RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND
FROM OTHER SOURCES, THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN
NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF
WHICH ARE UNKNOWN TO CME ASSOCIATES, INC. THE SIZE, LOCATION AND EXISTENCE OF
ALL SUCH FEATURES DUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE
AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1--800-922-4455.
7.) THIS SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT ZONE.
8.) THE SUBJECT PROPERTY DEPICTED HEREON LIES PARTIALLY WITHIN ZONE A (AREAS OF
100 -YEAR FLOOD); REFER TO THE FIRM FLOOD INSURANCE RATE MAP FOR TOWN OF
MONTVILLE, NEW LONDON COUNTY, CONNECTICUT, COMMUNITY PANEL NUMBER
090099-0004-B, EFFECTIVE DATE: JULY '2, 1980.
9.) ANY REQUIRED PUBLIC IMPROVEMENTS MUST BE COMPLETED WITHIN FIVE (5) YEARS OF
APPROVAL DATE.
10.) AN IRON PIN OR DRILL HOLE TO BE SET AT ALL LOT CORNERS. A MONUMENT WILL BE
SET AT ONE FRONT CORNER OF EACH LOT.
11.) THE TOWN OF MONTVILLE ZONING ENFORCEMENT OFFICER MUST BE NOTIFIED 48
HOURS IN ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION OF ANY IMPROVEMENTS
WITHIN THIS RESUBDIVISION
12.) A WATER ANALYSIS WILL BE REQUIRED FOR EACH WELL IN ACCORDANCE WITH THE
REQUIREMENTS OF CONNECTICUT PUBLIC HEALTH CODE.
13.) A $2000. E & S BOND WILL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION.
N/F NOW OR FORMERLY
FF FIRST FLOOR
ELEV ELEVATION
SF SQUARE FEET
E) MONUMENT TO BE SET
0 BOUNDARY POINT
— —220— EXISTING CONTOURS
STONEWALL
— — — GRAVEL DRIVE
---------- EXISTING TRAIL
X WIRE FENCE
-'WLF# LIMITS OF INLAND WETLANDS
L3+N�Lr�sor
:LIEF, THIS MAP IS SUBSTANTIALLY
N.
LIMITS OF I LAND W ND 3 AS FLAGGED
BY IAN C L , C. .S.
SIGNATURE DATE
�0
r` 04 ��
wA
N ODN
0
d
«1
OD
O
w
00
X
0
0
0 LL
�y
.r_ oa
�- o
�-
N
cfl
C) o
(IDm
I
LdZ
a.
w
-�
mU o
o z
UV) o
Lij
U OW U
04
a CF
L0
o
.� .> j=)
I
0 W6
ty0�j•
Zi... `.^
T"1
C)
-C)0W(
4
f- '_ o
z
nw
U
{n
® N ccy)
,
CL o
w
�
Lu
=
0
Co®
o
z
-
cl,
�
CL
U
U
LL_
®ATE: 02/14/2006
®
CO W
0-
(1)
Ld
0
hod
W
zo
z
0
o
0
w
0
-
V)Ld
V)
o
�-
N
>
(IDm
I
LdZ
a.
w
0
Lij
C14
04
m
L0
o
1
I
0
z0
0
L0
C)
Z
4
U)
z
nw
<
0
z
0
CL o
w
�
Lu
=
0
Co®
o
z
-
cl,
�
CL
U
U
LL_
®ATE: 02/14/2006
®
CO W
0-
(1)
Ld
+
0
D'
cl
Lli
Ld
0
X
m
0
0
W
zo
z
0
o
0
w
-
V)Ld
V)
o
�-
N
>
(IDm
I
a.
w
Lij
C14
04
m
L0
o
1
I
0
¢
0
L0
C)
Z
z
z
V
L'
-�
of
Y
O
w
�
Lu
=
0
o
o
z
-
cl,
I-`Lij
Q
w
L!
d
(IDm
I
m
L0
o
1
I
0
�
I
L0
C)
Z
z
z
V
L'
-�
of
Y
O
w
�
Lu
=
0
CL
CI]
0
0
U
U
LL_
®ATE: 02/14/2006
SCALE: 1 "=60'