HomeMy WebLinkAboutBLD-18-001715LEGEND
MS
MIRAFI 140N NONWOVEN FILTER FABRIC C:R O' 2.0'J `DI
MUST BE PROVIDED FOR ZABEL- FILTER.
ENGINEER: DANIEL
-� 99 - EXISTING CONTOUR
OVER WASHED STONE
10.0'
SYSTEM PROFILE
PROVIDE INSPECTION PORT TO GRADE
2.0" LATERAL WITH BOTTOM
FFLR .19.0 t
WITNESS:
//LSA
SEE DETAIL
X 99.1 EXIST. SPOT ELEV.
DATE: 12/3/15
G -W ADJ. DATA:
(NOT TO SCALE)
4" VENT, PERF.
20"
`
LOWEST HORIZONTAL MEMBER
COMPACTED CLEAN MEDIUM SAND FILL ONLY.
EXACT HOLES
SHOULD IAMETER BE SHOP DRILLED WITH
RUNS UNDER 2"
-[991--- PROPOSED CONTOUR
EL 17.0
24'0 H-20 CAST IRON
DRAINAGE SLOTS
N.T.S.
20'
COVERS TO GRADE
ELEV.
PBURRS
IPLAT PIPE.
(98.4] PROPOSED SPOT EL.
OPEN LATTICE INSULATE PIPE WHERE
10YR , 6/6
2% SLOPE REQUIRED OVER SYSTEM DRILL LAST HOLE IN EACH
25%
ABOVE GRADE
11.5'
2.0"0 SCH-40 PVC LATERAL
LATERAL ON TOP TO VENT 2.0"0 THREADED END CONNE
TH1
C2
�
10.0
MINIMUM .75' OF COVER OVER PRECAST
AIR. WHILE LATERAL FILLS
/ ON END SWEEP ELL/RISER
10.0 -11.0
TEST HOLE
(ON BLOCK)
ORENCO SYSTEMS INC
3" 10YR 2/2
SCH 40 PVC
'
PH. 1-800-348-9843
C1
2" SCH40 PRESSURE LINE
1/4" SHIELDED 8.42' 1r
ORIFICES 0.75" MIN.
27 SLOPE OF GROUND
H-20
2500 GAL. SEPTIC
24 REQ.
(NOT TO SCALE)
op o oO$o o0 _ o
o 0 0
UTILITY POLE
8.68' 4'
FIRE HYDRANT2500
GAL H-20
2" INVERTS LEVEL AT 8.25
MAY APPEAR IN oRAWING
PILING FOUNDATION 10"
TEE
SEPTIC TANK/
PUMP CHAMBER
BOTTOM LEACHING LEVEL AT EL. 7.75
NOTE: NOT ALL SYMBOLS
8.10'
COMBINATION
2" CENTRAL FED MANIFOLD
_ SEE DETAIL BELOW PITCH TO DRAIN BACK TO
PUMP CHAMBER- NO LOW SPOTS. 5.45' Q
' 3/4" TO 1 1/2" DOUBLE WASHED STONE
JOO O O O Ot O •O- 0 0 0 0 0 0 ,O O O O O• O O O't - W
o°000°o°o°o°o°o°o°o°o°o°o°o°o°°°°°°°°°°°o°o° -
SYSTEM DESIGN. *THE INSTALLER SHALL VERIFY THE °°°°"°" 0i. 0. ST °ME 0
_ LOCATIONS OF ALL -UTILITIES AND ALL �_ s' CRUSHED STONE OR MECHANICAL N
BUILDING SEWER OUTLETS AND COMPACTION. (1x.221 [2P.
in
GARBAGE DISPOSER IS NOT ALLOWED ELEVATIONS PRIOR TO INSTALLING ANY (2.5 % SLOPE) (1 ' SLOPE)
USE ADJUSTED
PORTION OF SEPTIC SYSTEM SEPTIC TANK LEACHING GROUNDWATER 0 EL_ 2.3
FOUNDATION- PUMP CHAMBER FACILITY (TIDALLY INFLUENCED)
DESIGN FLOW: 3 BEDROOMS � 110 GPD = 330 GPD 23 5
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
(1) 2500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER
COMBINATION 1500/1000 OK
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' LEACHING FIELD MANHOLE COVER
PRESSURE DOSED WITH 2.0" LATERALS WITH MORTAR ALL COMPONENTS (TYP.)
1/4" SHIELDED ORIFICES AT 5 O.C. LEA CHIN, DETAIL
24" I.D. PRECAST CONC. RISER AS REQ. 1„ = 10'
~ f 4'0 PRECAST DONUT 1" OVER FIELD
4" THICK 4000 PSI CONC. W/WWF
.... 18"0 OBSERVATION HOLE IN CTR.
MA LEACHING FIELD
APPROVED DATE BOARD OF HEALTH \-12" PERF. HDPE
PUMP OUT WELL
TO SAND AT BOTTOM L.F. /
BUOYANT CALC: INSPECTION PORT DETAIL
2500 H-20 TANK WEIGHT: 28,560 LBS /
1 /
NOT 70 SCALE BENCHMARK: \ . CUT &PATCH PAt�EM£NT
11.83 x 6.33 x 3.3 x'62.4 = 15,420 UP (OK) AS R£4D
MAG NAIL ELEV./ -�7
= 9.7 NAVD88/3)
TEST HOLE LOGS
25 50 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-29-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
MS
MIRAFI 140N NONWOVEN FILTER FABRIC C:R O' 2.0'J `DI
MUST BE PROVIDED FOR ZABEL- FILTER.
ENGINEER: DANIEL
E. GONSALVES, SE #13587
OVER WASHED STONE
10.0'
AMY VON
HONE, RS
2.0" LATERAL WITH BOTTOM
OF STONE ELEVATION LISTED
WITNESS:
//LSA
ORIFICES & SHIELDS 3 4" TO 1-1 2" DOUBLE _
60"
DATE: 12/3/15
G -W ADJ. DATA:
WASHED STONE
SNAP-ON
20"
1 OYR 2/2
COMPACTED CLEAN MEDIUM SAND FILL ONLY.
EXACT HOLES
SHOULD IAMETER BE SHOP DRILLED WITH
PERI. RATE = <
2 MIN/INCH
CROSS SECTION LEACHING FIELD
CLASS SOILS
DRAINAGE SLOTS
N.T.S.
20'
5
ELEV.
PBURRS
IPLAT PIPE.
35' 34.5' PROPOSED
i
10YR , 6/6
9.5'
25%
o"
11.5'
2.0"0 SCH-40 PVC LATERAL
ORIFICE
A,
C2
1
ORIFICE SHIELD OS200
/LSA
_I
(ON BLOCK)
ORENCO SYSTEMS INC
3" 10YR 2/2
11.3'
PH. 1-800-348-9843
C1
s' BAFFLE
OR EQUAL.
H-20
2500 GAL. SEPTIC
24 REQ.
25 50 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-29-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
MS
CAST IRON
MUST BE PROVIDED FOR ZABEL- FILTER.
/,LS/
18"
1 OYR 5/8
10.0'
U
MANUFACTURER'S SPECIFICATIONS FOR
B3
,
1/4"0 HOLE AT 5' O.C.
//LSA
w
60"
/ S/
G -W ADJ. DATA:
150'
SNAP-ON
20"
1 OYR 2/2
9.8'
EXACT HOLES
SHOULD IAMETER BE SHOP DRILLED WITH
SHIELD
1OYR 5/8 0.0'
ADJ: 2.3'
A DRILL PRESS TO ENSURE
UNIFORMITY.REMOVE
DRAINAGE SLOTS
B2
/,LS�
20'
5
�fe
PBURRS
IPLAT PIPE.
35' 34.5' PROPOSED
24"
10YR , 6/6
9.5'
25%
OF BAFFLE
SITE
IS NOT LOCATED
ORIFICE
SHIELD DETAIL
C2
1
MS '
UNSUITABLE SOIL
M
_I
(ON BLOCK)
46"
1 OYR 5/8
7.7'
NOT TO SCALE
25 50 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-29-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
A,3
CAST IRON
MUST BE PROVIDED FOR ZABEL- FILTER.
/,LS/
15
48"
10YR 2/2 7.5'
U
MANUFACTURER'S SPECIFICATIONS FOR
B3
15. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS,
0
//LSA
w
60"
10YR 6/6 6.5'
G -W ADJ. DATA:
150'
C3
WELL: MIW 29
SI EVE
MS
ZONE: A
138"
1OYR 5/8 0.0'
ADJ: 2.3'
GROUNDWATER
ENCOUNTERED
@ 138"
25 50 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-29-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
20
CAST IRON
MUST BE PROVIDED FOR ZABEL- FILTER.
j
15
w
PERMIT REQUIRED.
U
MANUFACTURER'S SPECIFICATIONS FOR
z
15. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS,
0
e
w
10
Lewis
nC °j Lewis
150'
pond
J
FRONT SETBACK
a
Bodo
MIN.
Powers
0
Locus
~
Nantucket
20'
5
�fe
0
25 50 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-29-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
ASSESSORS MAP 14 PARCEL 68
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE VE (EL 14)
PROPOSED LEACHING FACILITY.
& VE (EL 13) AS SHOWN ON -COMMUNITY
12. EXISTING LEACHING FACIUTY SHALL BE PUMPED PANEL#25001CO588J DATED 7/16/2014
AND REMOVED.
13. ACCESS FOR ROUTINE MAINTENANCE MUST BE
PROVIDED FOR ZABEL FILTER. INSTALLER MUST
FOLLOW MANUFACTURER'S SEPCIFICATIONS FOR
PROPER FILTER INSTALLATION. ZONING SUMMARY
14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM
24"0 H-20
CAST IRON
MUST BE PROVIDED FOR ZABEL- FILTER.
N
ZONING DISTRICT: R25
DISTRICT
PERMIT REQUIRED.
MANUFACTURER'S SPECIFICATIONS FOR
15. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS,
MIN.
e
25,000 S.F.
OR ROOF DRIPLINES TO STONE TRENCHES
Lewis
nC °j Lewis
150'
pond
Bay
FRONT SETBACK
30'
Bodo
MIN.
Powers
ad
Locus
R�
Nantucket
20'
WEEP HOLE
�fe
Sound
35' 34.5' PROPOSED
PUMP ON
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
ASSESSORS MAP 14 PARCEL 68
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE VE (EL 14)
PROPOSED LEACHING FACILITY.
& VE (EL 13) AS SHOWN ON -COMMUNITY
12. EXISTING LEACHING FACIUTY SHALL BE PUMPED PANEL#25001CO588J DATED 7/16/2014
AND REMOVED.
13. ACCESS FOR ROUTINE MAINTENANCE MUST BE
PROVIDED FOR ZABEL FILTER. INSTALLER MUST
FOLLOW MANUFACTURER'S SEPCIFICATIONS FOR
PROPER FILTER INSTALLATION. ZONING SUMMARY
14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM
24"0 H-20
CAST IRON
MUST BE PROVIDED FOR ZABEL- FILTER.
IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL
ZONING DISTRICT: R25
DISTRICT
PERMIT REQUIRED.
MANUFACTURER'S SPECIFICATIONS FOR
15. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS,
MIN.
LOT SIZE
25,000 S.F.
OR ROOF DRIPLINES TO STONE TRENCHES
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
SEPARATE CIRCUIT FROM PUMP
MIN.
SIDE SETBACK
15'
19" TEE
MIN.
REAR SETBACK
20'
WEEP HOLE
MAX.
BUILDING HEIGHT
35' 34.5' PROPOSED
PUMP ON
MAX.
BUILDING COV.
25%
OF BAFFLE
SITE
IS NOT LOCATED
WITHIN A ZONE 11
ZONE/ ZONE VE �p _,.
�
O , 1pg qG
WP7RISYJY/T
L/NE/S/L �" FENT
INSPECTION PORT ,� -� % i�% \ PROP. DWELLING
P CP. �'I � ,& BECK
6WP/UNG O r
2 TOP P/UNG ELEV. 17.10'
EXIST. DWEZL
5' REMOVAL OF UNSUITABLE SOIL REQUIRED' �:���•;:; 1, i' ? £xrsr. Di'Fc)\/ j19
AROUND PERIMETER OF LEACHING FACILITY, �� \ • :> , �; :�- , �`� w1PA:ED 5/
DOWN TO SUITABLE SOIL LAYER. REPLACE �I �a� ,..: ► y;�
DRIVE u,rDr4
TH1 r PAVE. EY"00
WITH CLEAN MED. SAND, TO MEET , �`� C CoNC/R✓ON.
SPECIFICATIONS OF 310 CMR 15.255(3) ' �- a �,� •ouE �N iErrn>
1 _A- e, 1%
t E14
EY
PROP. VENT WITH CHARCOAL� V � I ' `
ON
X12 � r
FILTER AND BUGSCREEN (FINAL
� �
PLACEMENT BY CONTRACTOR i13�A nNc VEGETA n
WITH HOMEOWNER CONSULTATION) \ UTLS To
T. \
6
RE-RQUTEDCIA.,NT) ,c % 5• \ \ Ar,4 LA/NE GAMBRA�270 7R
E� LINO l S RSD) ouS/� . ti9 x /' A�1� LAN£R7R ST OKERS�J
NOTE: PROPOSED SEPTIC SYSTEM 17 ROP DECK t I
IS APPROVED UNDER CURRENTPEAK
ORDER OF CONDITIONS E�39.6 ,C�� REMOVE _ _ p`{�'�- XISTNG 21 PA 7H 70
SE83-2082 ��
o TREE l COASTAL BEACFT��.
APPROX. UMI OF
J PRIORI rY/ESTMA TED
HAB/TA N
do
N/f' ✓ON do KATHY LUNDS7ROM
ACCESS FOR ROUTINE MAINTENANCE
24"0 H-20
CAST IRON
MUST BE PROVIDED FOR ZABEL- FILTER.
COVERS TO
GRADE
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
830 GAL RESERVE
PROPER FILTER INSTALLATION
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON"
INV. IN 8.10'
SEPARATE CIRCUIT FROM PUMP
2" PRESSURE LINE
ZABEL FILTER
(A100)
19" TEE
SLOPE TO DRAIN BACK
FLOAT SWITCH ALARM ON
FOUTLET TEE W/EXTENSION
WEEP HOLE
SETTINGS:
1657 GAL.
PUMP ON
THIS SIDE
CHECK VALVE
5" WORKING RANGE 6"
OF BAFFLE
MYERS SRM 4
5"
6.8'
SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12"
1
SYSTEM (OR ECUAL)
_I
(ON BLOCK)
4 DOSES PER DAY, AT 110 GAL. PER
DOSE (5" WORKING RANGE)
s' BAFFLE
H-20
2500 GAL. SEPTIC
TANK/PUMP CHAMBER COMBINATION
(NOT TO SCALE)
OWNER OF RECORD
BEVERLY A. BRUNO
251 LEEHAM AVE.
BRIDGEWATER, NJ 08807
REFERENCES
CTF 166758
LCP 11781B LOT 7
VERTICAL DATUM: NAVD '88
CURRENT ORDER OF CONDITIONS SE 83-2082
Yarmouth Health Department
4�TPRWED
,/iaTfie Date
PRS 2' W ��) S�TE PLAN
�WORK�L/M/T �• / N�IIURAt�ATH,
L'{NE/S/LT ,NCE OCK WALL / I CONVECT dEX/ST. OF
J i �� J
COASTAL IV�
Ro 1S£RSRAD
OF
CP
5 F"'O L- A N E
7-A Mmwl& 1K R \ `
LOT 7 / 1 �J 0O WEST Y M 0 U Tri MA
'
J 9.6751 SF ��r--
PREPARED FOR
L Y B "' R U NO`
COASTAL BEACH 4- N�GN wP� DATE: JULY 26, 2016
°es REV. 9/28/16 (ADD'L DETAIL, MOVE STAIRS)
REV. 8/17/17 (R&R, ON PILING)
REV. 9/7/17 (MOVE DWELLING 4' WEST)
REV. 9/11/17 (DECK STAIRS PER CONSERVATION)
DUNE PLANTING RESTORATION
SHALL CONSIST OF AMOPHILA sp.
INSTALLED AS PER Scale: 1 "= 20'
RECOMMENDED DENSITY OF 12 TO
18 INCHES. CULMS/STEMS TO -0 I0 20 30 40 50 FEET
BE OBTAINED FROM NURSERY
IN ADDITION TO AMOPHILA sp.,
OTHER SALT TOLERANT SPECIESr
t` G -'p IIEr s Off 508-362-4541
/ , I fax 508-362-9880
MAY BE PLANTED, EXAMPLES TO
�� I + � ' 0 S , '1 ". CIowncdpe.Corn
INCLUDE: BEACH PLUM, DUSTY � -_
� down cn�e en��nWIVE Inc.
MILLER, SEASIDE GOLDENROD, f n i P b-
,
JAPANESE BLACK PINE
civil engineers
land surveyors
P
- 939 Moin Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
15-015
- I
E -"' --��-'-71-�'�-!r--7- -"I, "4-'-'rT-� --'�,,77z,'-'--�':" �
, I � � , I '. , r - . , m
.,-
- 4--': �' -�'�-:-'"'!
I
& � -
e,- --, I -.11- I I'- I- - t. , - ." '-,:-' � "
�' .q!�' � , . � , , r , 71- - -7-7- c
- � - �' ., -, . '��
� I , � . '. , � , . I,.:, I - I �
'
-� ,!� - � ,"'-- "�" "�-'� �' "-1 -� " . ", , . '- , - ,
- , I .Z�---,�-- ��-' ':' �-., - ,,- - --�--- - �---- '.'-�'- � -------- -- � '-
� I � , I , -
I I I I , I , I . 1,
'�'r!7��' , , � - � -
I ; t ,
,
-�7:'�
� I � , I � I
-.., I ' - : I I ,
�
I- ' , , ,
I ; �- I I I I I
I , , , !� . - � -., . I I I
-
�
I .ll�
� ; - I
'-
, "-
-
-
,
�o , I
- �
-
"
� .
I I
. ' I I "
.� I . -1 - I - �
I - I .11 �. , � -, - I I �
I � �
. " e- " . � , � I . -
� I 1.
I I . I
� i I . -.
a- I . I
"
� I
I -
,� I .
. I - � I
I f f
� � , ,
1. - - I , I
,
',
- ,
" . 1
!
I I , 11 I
. - "' , ,- , ,11 .' - t I ,� . ,.
�
I � . - - � : " , , " . , "I �
I I , I I . � , �
I . � , ,
F
I
I . �
I � -
1 .. , : . � -
- -' .�
I ` �
- ! - I-11
- � I ,
: , e ,
,
,
•
�
•
I
I
-
,
i
,
.
I ,
I �
,
I
, . . ' I . � I . I � I
� , I I I -
I " o
, : - -
� I .
- , : I .
� I I - I I
-�
I ' * .
I -
� , :
� I
i
I ; I
�� - , I � . . I .
� � . . . '- : , - � I f I � I
I I
' I .
I .
: . � I
� . I I 11 I . I -1 � �
-
.
I
I .. � I - - � I . I I � I J I I � � ;' . , , � I
� - . - . " . � I � ,,,
I I � I . I I I I I I .
I I I I . . I ; , .
I I I I � .,
I - I I � . I I . I I
.
I � I " � . � I -
-
,- , .1 - I
IV� � I �
I
� � - ' I � I , - t , ,,, , .' I - , .
" . , I I I . , � . , I I I I I
- � I ; " , . , I I
. ,I �
I I I I
.� I � � � �
I I .
�
1, �
t � I I
. I �' I � i' I � - I I I
. I I I
�' x I . � � , - '�- � . I
I : I ' I I . ' . I : '- '.' . - .
I I . �
I
1� I I I -- I I I
� - I I � - I %� I
. .
I I , - ', I I � " ' I � �
. I . , � � ,� , � �. .�' � I - . I � I I ". � . , � : . . I . . I
I , - - - 1, . � . I . z
� ! , , , I I
I., �,
�
I
I .
; ,
, I
�
'
II ��
� � , - I � I ,� �
, I - - I
, I.- . I I I , I I I . I - I
" I
I I I 11 I 11 I 1-1. I - -
. ; I I
. , , I , -, I � -
I - '
� ,
I I 1.
. I
i � � :
I I �
.
I I I �� .. -7 1 1 , -
'I, I -
- - ' ' � . . I
� * - I I "
-• , I . . Iz I I I
�
- � I ' - . I I , I
�
1. "
. � - , . I
I -: " I , : - , , ,� , - I . I .� . ' 1� - -
: . I �
. - . -
' ' - , : � . I I
,
I I I . -
I - I - I - �l I . I .
�
. I �
.
. , . . � � I
I '� - I � . .1 I I ' � ' " , , �l I �-'
! ,
- . ;
, . �' ,
- i
, , , � . , , .
� , . -
I , , , � � . I
I I - I :. - . -
, - I - , �
�
.
I - - I
; I -
- I
� � I I � ,: '-'
-- ,
4
,
I I
, :1 t " � -�..
I � ... - . - , , .
I , ,
- I � , -
�i
I . I 1, .
�
I
I
� - : , , " , . � I : , " ,
I - �
I 11 � "
:' - I I I
I � - -
I
-. I .
� w , , '� � I I � .. .
. I I I I
�
I I . . . . I - I,- I .
I �� I . I I I � ,� . I . � I � . . �
. .
. . , �!
� � I -
� , . - ,
I I . . I I .
,
- � , - � .
.. - ; . � ,
� .� w -. A, I
- I �" - . , I I
'i 11 ; -
I I
I I - .
I
k
- ; I , �� , ; . . . I :
�
� � �
I . I
I ,.1
-1 I I I .
I I . I . . �
I I . : I - I � .. . -'. 1�
I I
'. I I I q
, I � 1� - �
. I . ,. I
, . � I
- , � . .
��'
I.,
t : " "
I :
. I I -
I
I '�
I I I
,
I
, � - , . , �
,
. I �� I I
� - I . '. I i
. I .
I
I , '
i
I I � I I I � � I
. � * ' . I . � . , �� .
I
- .�'.
- I . "
, . � � I I I I � I I '. . . I I 1. � , ., I
� . - I .
I I - . , . I I . 4 I I 4 � � I . ' , . � . .
I - � I . I I I . .
� I I I I I . . I I I J� ` 'l- I '.
� I . � . ' ..
- I � I
�-
I � . � - I � :1 . I � . - . I I I � I � . - I . -
I I k . � . I I � I I � . I - , 1, �
I . I
�
. , I .-,
I I � I I . � , . �
I I I I . a I , � i % , � � I i I �l . , "
I .
I
; I I I .. .
� I I I � "
- .1 I I- �
. I o - � � I I I I � I , :' I �
- I , I . . I - I , ' � .' I
I I
"
. I I . v � � I � � ' n.
. I I . � . 11 , ' '. ' . 1. '-� . I I I I I I
.
� . . � I 7
I . I � � � I ' I
I I I � I
,: , -
I : I .
I I ,
I I , -i . " , .
, , � I I I 1� , : , I , . . � I � I I I I I � . I '� ,
I - - I - . . . I
I I
I I ' I
' ,
-,
- .
I I I
I
�.11 '
I I , -
-, �. �
, I . ,
1 , . . . 11 , - - . � , I I . , I 1, , " , � - .
� , , K
'
-
I,
3 . - , : I �
1� . r ..- � , : s
I I "I I I I 1. I . I . - � I 11 �
I ,. � � � , - ,
, I
I : I I .
" I . . � , ' I ,� "
I . I .. I �
, � �
I Z. ' I I � I � I
I I . �- ,
. I I . � I , , I � -. I . I � I I � �
- ,. . " �
� ' � -
, � � - , � I
m I , � I , . - I � -
� . � � I . . I . � . ' f� I '
. I - . I . ,
I I I I . 1. I I . - - ,
. ,. I - , - I � .
I I �'
. 11 I . . I
I . .
I I -'
.
. , . I �
'
. : 1. I , ,- I '. , '. I � 1. -
I
� - .:
I
, I I " -� , - I I- '- " ,
�. I . 11 - .
. I - : -,; I I 1, . . � I , I .
I
�
I I
, .� � - I 1, - I � �
� I . . . I
. ; I I .
- - - : -
r
, � -
: ! -
�'
I I I
I _ � � �'- - - ,
. " . 31 1 1 1 - -. 1-1 . I � , I ,
, .
': ., � . . ,
-1 - � � , � , - � � � I ' . . I - , , : �
I � . I I . I I I
' I
' I I - � I I . 11 " : I
-
I
I
17
I �
�
"I .
I � ,
I ': - I I I I I I
' '
I -' � - . " - .
� I-1
I I I , : - � I .
. I
-
� ' 1� I .
� I I I '
I I
, �.� - -1 � I I � .. , I I , , -
, , � I
- I I I I - I � . ., . - . -
-
' " I I I
. . .1
. -'. , , ".
, , , . I I- . "�� I � I , �
:' :�'
- - . , I , " I . � I -1 I I
, '� �
� � �
I '.
.�'
- . . I
,; " � �;' �! , .- - , " � I ,
� ' t . , . . � I - � , , , ,
, ;r , '. � . - . " I ,
- ' -
�
,
- .
'
I
'
- - ,
. � ,
I ,
I
I 11 I .1 I �
I � �' I . � '
, . I I : - :
I I � �
- � , � I . I I I , '. �
I ; 21' 1 1 - � � I � .1
' �' I . �
a I . I I . I � �
� I . - - � .� . - .1 .1 1. I
� , . - I .
I � � I - . � I .
� . - - 1, �
I -
I , , , , I
� ,
I �
� 1� � : - , - - �
� I � ,
. . -
, , ' � , , I I I I
�' . �
I - - . . I
� � ,� --
' , " ' " -, 1 1 - . � ,
� � , - , � 1 - - . I , I - . � ; , . � - 4, � � .
- , .
� I . �
. -
il '.
-t
i ,
� , I : .
�
1. I I I . ,
11 . I I �, - '
-
'
; ,
I
,
� - 1 7 :-
� � 1,
� " I
I
�: � . I . ,
- ., � . ., � � . .1 I �
� I . � �
�" . .
1. '
;
. - . �
� " , , . . I
- � ' , I , ,
� , ..' � . � �
"
� I -
- � � I .
, . � . ,.
� I
� � � . " I - , . I I - % - , I
,
I . , - : I � I - ' I
�- � - -
I r
.1
'. � I I
� I . . � I
I -
.. . "
- ' - ' - - ' ' ' ' - '
I ,
I
I 1. ..
I
I L
I
I I 1 e
�
I I I � I � .
I I I 1. , . I . I I
I I I 11 I I I - � I
. I , , � � 11
� . �
�; '-, I . �
I 11
' - I
': ''. �l ". I
-� - I 11 : - I - -1. 1-1
: .
''i,
I
,
I � 1.111,
,
� I
I 1.
I ,
:"'''.'
-1 I I � r, , , , �- I - � , I - 1--l' - - �' , 1.
. 1 1 1 , , � .
� - � I � , : , "' �
I I � I .
- ^ .
- - I.. -,
I
I , - --;'-----.- �---'--'-'.-�
- I I -
, , I I I
''. I 1.
. � . . , -
. I I I I I I I I I . I . . ,
. 1, I . - � c -� - I I
� �
I ' I �
. . '. -
I - I � ---l-
d .'
� •I
'-'-
� I . I ,
� I . 11 � � � : I � � - - .
. . � -
, -- . - I
-.- -� .
--..- -----,- :
- . -
- -
:'
I
. a . .
� I
. . . ..
I e I � - .
I . I . " I . I
�- 11.1. 1.
I .
I
1� . , , - - I I
-
.. I I I I I I , � I - I � , I
I I I � : I . I .
I � I �
,
- . . .
-
-
I "
. 1. -
�-;'
6... �
. - - �
- -.' 1.
11 � . , , 1, .- '
, � I -
I I
1,
'. .
''. - - - I - :1
v . .
- � I , � - - :-� , �. �;.. 11 .. ''.
I I
-
. ,
-1-
.1
4
, .
---,-,,-,,-!
- .,:,.
I
� ' ' I I , I '.'.1-
- - -
I � . I �� � 1. �
:-.- --l' - - *- " - -- "'."._-�'
�
I - �
" - I
'-
" . I- 1. I . 1. I ' � I
-11 I .- � -11 - I ." � I I I I - � . I I I I
- , I . - 11 - I.: , I
�: . ..' . -- �. I
, . . I .
. I I
.1. I I
� - � - - & - -.--
- � I -
.. '- . -
. 11 �
I � . I
. I
.
I
-1'---l--�--_---'-- .
,-.,I
, I , . " ! - 1.
'.'
� ,
- ..l..'-.'.-- � I
I - � I
I -
, .� 1. ! - ' I -
.1 . .-I , . � �. ,
I 1. " . ".' ""; , -''. .1 - 1- ".--:�-'_%- -
:�"
- '�-: ,
�
�
� � ..
. , � I � I --
I
- I
�
.- --
, , . , I
I I I .
I
11
I
- � � 11 .. I � ;- �
� I''
I
� -
� I . � I .
�
I -
� I
. 11
- -
� � I . , - I � I I I
I .1 I -
.
- "
� � . - . . , " ... I - I , I .i
,.
.� ,
�- ��.-------�--�----
'I
-1.1- " �� � �-
� I-
� -1-1. ,
I , I . "
- -- --�.----,�---,---,�=,.,--,,---.---,�
� 1. -
- . I . .'
*
,�.--,,,.------�----4--,----�,.-�,.��-."�--------,--
.1 ,
I : I - - I I
� .
---- "w'-^-w-f
� I -
.� ,
-
_"
'
I �
-� ."
� . I I 1. . . �
V
� I 11,11 I - ' I �' '�
I- � - I .-
I \ -
�' --' �' - �:' - 11 . * I
'-, ' - -
. I
..
-
-.
� .-"� , �
-i��-�-'�---.*'----�--
� � � -
." " �, I
, -"11
, 1. . , � .
, - , - -�� , � ,. 1� � , � , . , - , �v , I �
. . I , I . . �d I , , , " I
11 , � I . I I
I � . k� I . ,
� -
I
I I
�
I., ,
" I ,. I I 11 .' , - I , � 1� � "
-- -'--'�-- - ------��-l------l----
� . -
. , I �
I ------ -1 - ----
, I " I ' �
, . , , I � I I - � -
, ---- - ,--- , - . - - - - - - 1 -- , - - �. - -'---'-- -- ---" - �
I e , -
'=---'------ .'. �
.- I . "
- . ,
, I --- " --,- T,--:
-T
. -Z=---- ,
I I .
-
i
; � I;
I I L
- � � I �- .
- I � ... , 'l,
i - � .: 1 , , ,I
I I . �l I
. '
I - � L-�-1 � I i * ' ,
I I . , . . - , --
I � I - --..- --
'
.
. (
11 - .
, � , . . I
1.111-1-k., I 1 f)3 &
I I I . , - .
I I � I
II I I I . I
- � I - � - �; - : , - , - -� - '�' , , I � I � . - �-7 ' ' -'�-
� . I I I - , , , 7 -1
! I , � . � '- , I � . I : -I- t �. - I , , , , : � , , , � � .� : , � , . I . 4 ,I - , � 1
1
� , I I
� � , , I I - . .. I . I � � I - I I , I . I � I . -- � I - I � I �' � � I 'I ,
�
I , i : .' - �
I I I I I . - . , , � � � I � I I I I I ; ;; - � '� 7 - -- , - - - ,-- - --- ---- - , -- ,
I � '. � I I , I - - , � i I . , i � " : , , P , " .. , '
� ' I , 1, � I � Z- I - - " I " �;� . ", -4 . I " ' ,- � � - I 'i : 7 " - - ' . � , I
F- 11 I I - . I - ' - , � � �.` -� i - - - ll� . �, i . , " . " � : , � � , , � :. -' . � , .' - - - - '. , -, -1 1. � . . . � ; -- -- , - - , I i � I . ' ' "- - , , � I � . I I I �
: '.: I I , . � - I L - , . I I I � I I .1 I . - - , " � - . I - ' -'� . , � " I I . , I . . - , I , , I ' , ' . I . . . . � . � . I 1, - I - I �� I . � � . I � . I , j :� � '. � - ; I .
' - ' 11 ' I
" I 1 1 i I 1- - . .' � .
I I . � z � , I I I - 1 i , � I I . . � I I .-- .
, , . , . : , � , � , , � , , � I - � � , . 4 : I , I . ..' . � I � ' i ' i � I - . I .
- I I .. . � , I I � �� , , . I - � L . -, I - " '. , , - , � ,
F. � , . .. � , , I � � � , � I I � � . . . �
� - . - � I : I I . I � - �. � � , . , � , . � -1 - . I I . - i � . 11 � I . j - I I . I � - "� I ,
' -, ' - . , , ,z � � , I . �" � . � � �-.-- �' - - I I - -. -, , I
� " - , , , . - I - �' � I I � I ?�' � . �.- � _;-----l. - -I---- -'--'�- :. � .. - I- ,-,- -1-11 --.--- - � - - , -.- - . �- , 1, . , i , I 1 ii � - - , . , -.-- � - -�� � I, � I I �
I I � I , 1, I � I - I I � - � . � , , � � 1. I
I 11 - � � " .- ,
I I , t - , i - � . . . . I ; I , � � - - I I ' ' ' ' � 11 I
' I - I I � - * : i � � - . I . : - - . .
* - . � I - . ' - I - I � ' . � . .' i I I �
I f . � I - I , � I I I . , I I -- ":' . -' � � . .: - I . - I . I 1, .' � � � .
I I , . , . I I 1, I - . ; I " �. �-' " , , , : . , , �.- :' � . , - - : , 1 * I � : I ' �' �� � � , � i , -i , - I . � I It �.. � - � - , [ -- ,'� _-j I � ' . . - I , , � . i -;;;�� . i I i J, � , I 'I I i I ' - I
" " - - - - I --,-. . , ------_-----' � - I - . �. : I , ! -, . , - I � 11 ". . � � . � <--
I I �' I - .�-- --.,! ---- - - I I - ----- � , -;� , '- -.I- - r I I 1--, . ", I - I I . I " I ' � - , . I I I
, I � � I - I - . � . ,
. �
I , I , " � 1 � - i . - � - �'.'- , -1--1 I--,- -- -1 i'---'--4 '-'� -- - ,-- - . -- , -- , X I - - , � - , :- - - � - - �: i i � ,. - -, -' , - -- . I
I I , I � � � _ _ _ i - I - -I-,. - - - - t - ------' . 1 -2-�.-.'-l-.-"-'- - - - - - . � I . . , - , I
, I - I - - -.1 I , � , , I I - � -� v -1
♦- -.. � I ". I I . . , .' � �
� - :' , *' -� I � I � I , � ; � � .� ' � - . . I . . � � . .
-4� -1 ------ ;L ,- - : !- , - , � I . � � . f � �: - - � , , I : I ..
- � , I - , . I . . I . , I I ' I I I . I . . . I ! I - . - - - '��- -- -�� ..a- I .1 . . � � , . " . . � I � I , , I ,
, �� . . : , , - -=��= 4��A - � � � -==-_= -- --- I I - . I . ., � .