HomeMy WebLinkAboutC2.1 Grading Plan113' OF "V" BOTTOM SWALE @ 1.8% GRADE WITH
6" PERFORATED UNDER DRAIN
N89 °27'30 "E
175 00'
MANHOLETYPE'C
TOR = 841.50± (MATCH EX. GRADE)
I.E. = M.80± (MATCH EX. INVERT)
MUNUMM I DC I
-[E1
le sr [1s "srl [ra "s
15 ORAIN ] A AN
GE D rm `
s
IN: ONE STORY N,
BRICK BUILDING U')
u7,
/ U
ENTRANCE c, o z --- --- - - - - --
■ '`
EL.: 842.83 I ' 0.25 40
■ �/ ; �, , BEGIN'
39.65 ,.
r / O
` MATCH EX. CURB ' `
■ a
6 ELEVATIO'
6 c6
f
r
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or
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r
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25' INGRESS AND
EGRESS EASEMENT
*MONUMENT SET
INSTR. 87 -29556
_§89027'30'W y
qy
■ ■■��� ■■ ■sr.■���■�`s��■ ■ ■.��■■■ .,. ■■■.■ter ®r��■...; �i�i
175.00'
good co dition POINT OF
surfage 2 '>
I x TERMINA;TIOt
UNKOWN
UTILITY EASEMENT 842.
DESCRIPTION
(BC V}
' -�
?
8.8.
: 9
DR, 322, PAGE 108 �src) ecr,
-[ercl
czv�Cercl-
-- t�[etcl
[ercl 841.00
RETAINING
-[BrcT -
- -- ------- - - - - --
. .q
LB?c7 -
7`./,
, /,,; / /�, //� i ' ,:� TT�-'� ' / /,; / ,/ 777/7 % % ;',' END RETAINING
/, /, /� ff/ // 62.77 �/ J �.; % WALL
TEMPORARY DROP INLET PROTECTION
CD U Q
.
01
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
LaTCJ
r 1,
,
3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
d;
r
GUTTER GRADE
A
fare, �- ,fare, s�
■
FLOW DIRECTION w/ GRADE
SWALE
B.M. ELEVATION = 844.38 NGVD 1988
840
J
TOP 8 BOTTOM OF WALL
_ t�V"
EXISTING UTILITIES
X
ENTRANCE ;
IE: 805.5
SECTION A -A
TO BE RELOCATED
EL.: 84144;' _.Je
�
ION
(n
to o_
j
-
/GRADE
0
m
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
W
•
' % a
'
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
PROPOSED BUILDING
■
■ f/
/. E Y
f
f
s
IN: ONE STORY N,
BRICK BUILDING U')
u7,
/ U
ENTRANCE c, o z --- --- - - - - --
■ '`
EL.: 842.83 I ' 0.25 40
■ �/ ; �, , BEGIN'
39.65 ,.
r / O
` MATCH EX. CURB ' `
■ a
6 ELEVATIO'
6 c6
f
r
r
or
/
r
J
r
I � J
r J �
■
L. - I C.✓
��- concrete sidevralk '
ji
■ i I i { r � r� 6{
■. 1 i 1
J
25' INGRESS AND
EGRESS EASEMENT
*MONUMENT SET
INSTR. 87 -29556
_§89027'30'W y
qy
■ ■■��� ■■ ■sr.■���■�`s��■ ■ ■.��■■■ .,. ■■■.■ter ®r��■...; �i�i
175.00'
good co dition POINT OF
surfage 2 '>
I x TERMINA;TIOt
UNKOWN
LL
J
/
/
J
IN
TWO STORY
APARTMENT BUILDING
BRICK AND VINYL SIDING
0A
n,
4
l.a -
,�(BTC) = 6T
- 39.74 840.840.
I \
' I
I
Ii
L�PLAST, DRAINAGE
s
R = 837.62��J
IE
=834.43(i2 TORM)
1:E. 836.12 (6';UN R DRAI
' �Q ,
_ E D V•80TT,OM
S E AT STR. No:1 bs
015
' m
P r•
38.1
STR.:No. t k
INIET'TYP 3'E 7.88 "M"
I.E. •834 70 (12 ") .
r r
Al =.834 70:(6 ")
y ' ' .CONNECT EXIST, G 6" PIPE
TO STWf Np.1 c
U
w � m
I
zz
l
m
MATCH EX. CURB
ELEVATION
(BASK ALL
L POST 1
t9fc J I
i
%i
JJ
}
x
/ good-Condition
,FIBER-OPTIC POST
C
7
!ni ��
r.
0
0
04
• ■� • ■■ ■ ■11 m
man fnd
good condition goad condition
surface I ( surface
I I
I I
TW =6 "ABOVE
DESCRIPTION
LINE TYPE / SYMBOL
EX. GRADE
8.8.
: 9
MATCH EXISTING
Zoc�Z
✓A
�®
RETAINING
F.F.E.
PROPOSED �-
WALL
GROUND SPOT GRADE
BUILDING
TEMPORARY DROP INLET PROTECTION
CD U Q
J
01
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
05.50
r 1,
SITE BENCHMARK TBM #100:
3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
d;
r
GUTTER GRADE
gp0
CE OF BW
THE NEAREST FOOT.
FLOW DIRECTION w/ GRADE
SWALE
B.M. ELEVATION = 844.38 NGVD 1988
840
J
TOP 8 BOTTOM OF WALL
_ t�V"
COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
X
J
IE: 805.5
SECTION A -A
SCJQE: NONE
LL
J
/
/
J
IN
TWO STORY
APARTMENT BUILDING
BRICK AND VINYL SIDING
0A
n,
4
l.a -
,�(BTC) = 6T
- 39.74 840.840.
I \
' I
I
Ii
L�PLAST, DRAINAGE
s
R = 837.62��J
IE
=834.43(i2 TORM)
1:E. 836.12 (6';UN R DRAI
' �Q ,
_ E D V•80TT,OM
S E AT STR. No:1 bs
015
' m
P r•
38.1
STR.:No. t k
INIET'TYP 3'E 7.88 "M"
I.E. •834 70 (12 ") .
r r
Al =.834 70:(6 ")
y ' ' .CONNECT EXIST, G 6" PIPE
TO STWf Np.1 c
U
w � m
I
zz
l
m
MATCH EX. CURB
ELEVATION
(BASK ALL
L POST 1
t9fc J I
i
%i
JJ
}
x
/ good-Condition
,FIBER-OPTIC POST
C
7
!ni ��
r.
0
0
04
• ■� • ■■ ■ ■11 m
man fnd
good condition goad condition
surface I ( surface
I I
I I
GRADING NOTES
1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
0 ZPROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO
PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE
APPROVED BY THE ENGINEER.
UTILITY NOTES
1. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT .A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
2. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
LINE TYPE / SYMBOL
DESCRIPTION
LINE TYPE / SYMBOL
EXISTING GRADE M
C;
8.8.
: 9
MATCH EXISTING
Zoc�Z
g
�®
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM
F.F.E.
FINISHED FLOOR ELEVATION
845.2
GROUND SPOT GRADE
SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE -TYPE
TEMPORARY DROP INLET PROTECTION
CD U Q
pip CONTRACTOR CAN OPT. TO USE:
01
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
05.50
N �
SITE BENCHMARK TBM #100:
3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
d;
r
GUTTER GRADE
gp0
O /
�Fa 2
THE NEAREST FOOT.
FLOW DIRECTION w/ GRADE
d LLJ Lo
B.M. ELEVATION = 844.38 NGVD 1988
840
J
TOP 8 BOTTOM OF WALL
o
COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
X
J
IE: 805.5
Z
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
�
ION
(n
to o_
j
/GRADE
0
m
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
W
= N
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
c
0
LLI 0
6. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
835
~
151E OF
19
W
12„ PVC
@
7. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
L
W
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
DATUM ELEV
UNLESS OTHERWISE SHOWN.
830.00
?
O Q
M
N
0)
m
194
8. MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
Z
=
`p
0 +00
GRADING NOTES
1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
0 ZPROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO
PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE
APPROVED BY THE ENGINEER.
UTILITY NOTES
1. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT .A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
2. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
LINE TYPE / SYMBOL
DESCRIPTION
LINE TYPE / SYMBOL
DESCRIPTION
MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
MATCH EXISTING
c *cc
SWALE
�®
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM
F.F.E.
FINISHED FLOOR ELEVATION
845.2
GROUND SPOT GRADE
SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE -TYPE
TEMPORARY DROP INLET PROTECTION
CD U Q
pip CONTRACTOR CAN OPT. TO USE:
01
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
05.50
CURB AND
SITE BENCHMARK TBM #100:
3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
05.00
GUTTER GRADE
gp0
INDEX CONTOUR
THE NEAREST FOOT.
FLOW DIRECTION w/ GRADE
B.M. ELEVATION = 844.38 NGVD 1988
4. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX
H:V RATIO GRADE
J
TOP 8 BOTTOM OF WALL
COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
X
J
IE: 805.5
PIPE INVERT ELEVATION
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
STRUCTURE'S RIM ELEVA
ION
j
5. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
0
m
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
W
= N
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
c
0
LLI 0
6. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
2
10
~
INCHES SHALL BE MADE BY REPLACING THE CONE AND /OR BARREL SECTION OF THE STRUCTURE,
19
W
J
7. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
L
W
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
H 6
UNLESS OTHERWISE SHOWN.
IL
?
O Q
0)
0
194
8. MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
Z
=
`p
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
O
CASTING PER THE DETAILS.
=
M Z
.j
0
LEGEND OF PROPOSED UTILITY IMPROVEMENTS
m
LINE TYPE / SYMBOL
DESCRIPTION
LINE TYPE /SYMBOL
DESCRIPTION
STORM SEWER
a H®
TRANSFORMER -HVAC
SIZE AS SHOWN
10D
STORM STRUCTURE No.
0
SEWER MANHOLES
STORM
I 825.
RIM ELEVATION
IE 821.
INVERT ELEVATION
®
STORM SEWER INLETS
NOTES:
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY FEATURES LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS.
GQ®niuG 01 Au i C2Run
EROSION CONTROL LEGEND
LINE TYPE / SYMBOL
DESCRIPTION
LINE TYPE / SYMBOL
DESCRIPTION
M.E.
MATCH EXISTING
c *cc
SWALE
�®
PAVEMENT SPOT GRADE
F.F.E.
FINISHED FLOOR ELEVATION
845.2
GROUND SPOT GRADE
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF
TEMPORARY DROP INLET PROTECTION
CD U Q
pip CONTRACTOR CAN OPT. TO USE:
01
INTERMEDIATE CONTOUR
05.50
CURB AND
SITE BENCHMARK TBM #100:
Z
05.00
GUTTER GRADE
gp0
INDEX CONTOUR
1.00%
FLOW DIRECTION w/ GRADE
B.M. ELEVATION = 844.38 NGVD 1988
P:a
H:V RATIO GRADE
TOP 8 BOTTOM OF WALL
X
ELEVATION
IE: 805.5
PIPE INVERT ELEVATION
STRUCTURE'S RIM ELEVA
ION
EROSION CONTROL LEGEND
LINE TYPE 1 SYMBOL DESCRIPTION
LINE TYPE / SYMBOL DESCRIPTION
PERMANENT SEEDING
0
WITH MULCH
SF ® EC-2
(SEE LANDSCAPE PLAN FOR
SILT FENCE
EXCLUDED AREAS SUCH AS
(SEDIMENT FENCE)
PLANTING BEDS ANDAREAS
0
TO BE SODDED)
TP TREE PROTECTION FENCE
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF
TEMPORARY DROP INLET PROTECTION
CD U Q
pip CONTRACTOR CAN OPT. TO USE:
V
EC-3, EC-3A, EC-313, EC-3C
r
m
12
Ul
19
IL
19
IL
Y/
2
J
U N �
OM
C NNT
cm�m�
oN �v
16 az x
U G d S
EaLn'v°
z C
o zm
ZDo�m
i N a Y r
iE vo
m
w0 0
w
CL to in
U
FLOODPLAIN NOTE g 0
THE SITE LIES WITHIN ZONE "X" PER FLOOD INSRUANCE RATE MAP No. 1805700209F.
THIS IS AN AREA OUTSIDE THE 500 -YEAR FLOOD PLAIN. 43 / O
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY W
THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS DEVIATIONS FROM THE - • „w +Ia1 nuur••.
HORIZONTAL
APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
0 5. 10 15 20
F
0
ozoZ
0 1 2
ENGINEER, AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
�_0
°-
�=Q_'I
09z
DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER
0
�_
p
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF
Cr_
CD U Q
V
I-
w Z =
m
BENCHMARK DATA
SITE BENCHMARK TBM #100:
Z
:�
BENCH TIE SET IN SOUTH SIDE OF POWER POLE #HMI2225, LOCATED APPROXIMATELY 31 FEET
O
0c)
ALSO BEING THE THIRD POWER POLE WEST OF THE EAST PROPERTY LINE.
U
FLOODPLAIN NOTE g 0
THE SITE LIES WITHIN ZONE "X" PER FLOOD INSRUANCE RATE MAP No. 1805700209F.
THIS IS AN AREA OUTSIDE THE 500 -YEAR FLOOD PLAIN. 43 / O
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY W
THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS DEVIATIONS FROM THE - • „w +Ia1 nuur••.
HORIZONTAL
APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
0 5. 10 15 20
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
-"- ._ .......
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
0 1 2
ENGINEER, AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
VERTICAL SCALE: i ° -1
AS -BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED
DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER
(AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF
STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS
APPROVED BY THE CITY OF CARMEL.
BENCHMARK DATA
SITE BENCHMARK TBM #100:
BENCH TIE SET IN SOUTH SIDE OF POWER POLE #HMI2225, LOCATED APPROXIMATELY 31 FEET
NORTHEAST FROM THE NORTHEAST CORNER OF THE COMMUNITY BUILDING / BRIGHTHOUSE,
ALSO BEING THE THIRD POWER POLE WEST OF THE EAST PROPERTY LINE.
B.M. ELEVATION = 844.38 NGVD 1988
"HOLEY MOLEY "SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG ITS THE LAW
1 -800 -382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
A. C4 °OOj
1 ,' No. o
:' 1' PE9300391 Z
STATE OF i' )Ct
%O��S
lFWAIMMwIva
im♦ ll
MEN
I Em •: •
2009-0146
DATE:
02-12-2009
SHEET 1
•
C201