SW5111201_APPROVED PLANS_20120110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Z/A,%Z
DOC TYPE
❑ CURRENT PERMIT
�1 APPROVED PLANS
c
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

MCI P�_f 171
VI
N{
- EXISTING ❑V'HD ELECTRIC POWER LINE
-E F L_
EX. FIRE HYDRANT-_-- UP 1 SOUTH MAIN STREET - US # I BUSINESS
y38,67 drant
PUBLIC STREET
CURB AND GUTTER NOT SHOWN
AT INTERSECTION \ I
--- -- -- -----•--- R/W \
i
1INV. FES OUT
433.50
Al 6 LF 15" RCP W/6'
/ FES @ 2.08%
- - - - - - - - �"------ '� - �--"-'--- --
=a
3$
__
�-- - - -
of ---� —----� Cn
-
TA
VALVE
--�
-
iPF /W -
PROPERTY LINE & R/W
APPROXIMATE L❑CATI❑N
6" WATER LINE FROM -
ELEVATED WATER TANK
SPECIFIC NOTES
1. Location and topographical information was taken from on
actual field survey performed by Nathan R. Hymiller, Jr., PLS
during October/November 2010. Reference Datum is MSL.
2. Boundary information is shown for reference only. Consult
Professional Land Surveyor for boundary data.
3. All materials, construction, workmanship shall meet the NCDOT
Manual of Specifications, Standards and Design.
4. Original site design and layout from John Hamme, PE plans,
dated June 11, 2011. These plans are for the design and
installation of proposed Stormwoter BMP for the site.
5. Contractor shall comply with all pertinent provisions of the
"Manual of Accident Prevention in Construction" issued by AGC
of America, Inc., and the Safety and Health Regulations for
Construction issued by the U.S. Department of Labor.
6. Soil borings and testing of site done by John Davis, LSS. See
report for bore locations and elevations of surface water.
7. All concrete is to be minimum 3000 psi at 28 days unless
otherwise noted on the plans.
8. Owner is responsible for determination or discovery of existing
underground storage tanks (UST), septic tanks, abandoned utility
lines, graves or cemeteries that may exist on the site.
9. Contractor is required to provide "as -built" drawings for
Engineer upon completion of construction. Note any deviations
from the original plans. The stormwoter BMP is to be surveyed
by PLS and prepared for certification by the design engineer.
EARTHWORK/EROSION:
10. Erosion control permit has already been submitted and obtained
by John Hamme, PE. Consult approved erosion control permit
for this project.
ENVIRONMENTAL:
11. Property is not located in a FEMA mopped flood area or Flood
Hazard zone.
12. This site is not located within a Watershed Protected Zone.
UTILITIES:
13. Existing utility locations shown, if any, are approximate and
shall be verified in the field prior to beginning work. Contractor
shall contact NC One Call Center at 811 for locations of existing
utilities prior to beginning construction.
14. Any relocation of existing electrical facilities will be at the
developer's expense.
15. Contractor shall exercise extreme caution when working under,
around, and/or adjacent to existing power lines.
16. Storm drainage pipe if shown, is to be Class III reinforced
concrete meeting ASTM C-76, latest revision, unless otherwise
denoted on plans.
17. All site plumbing is to meet the NC State Building Code Volume
li, Plumbing.
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
This map is not a certified survey and has
not been reviewed by a local goverment
agency for compliance with any applicable
land development regulations.
CALL
BEFORE
YOU DIG
NORTH
CAROLINA
ONE -CALL
CENTER
BOUNDARY DESCRIPTION SHOWN
IS NOT FOR RECORDATION.
TOWN DE FRANKLINTEN
DEED REFERENCE UNKNOWN
RIW — - -
I
40.0'
I
I
i
RT #1
433.37 `,EXISTING
UT 432.31 PAVEMENT \
-F,G.435,27 �� \\ M ��� EX. GR.
f-- _--------- ------------- -
- - - -
_r- -- _ - —--- ---- --- --- -- —— — — — -- — — —�
�
� 0'r CE MAIN `J /
- - -- - - v- - - -
_—
Uf'
- - — - T
_ - -- - - - -- - j
__.
r
CATV �
-_- - -
- --=- - --f ---- - T /,o \PEDESTAL
- - - EX OVERHEAD TELEPHONE AND F \
-_---------- 3-- \- CABLE TELEVISION
15' WIDE PERMANANT EASEMENT / I
-� -- - - ----- - -- -- -- - -- ate- TELEPHONE I I
--- ----- -
P❑SSIBL-E--�`� �� I' PEDESTAL
— ------ Ft TUR- ROAD,/
_
I
�IV \
1 1 yy
1 1 1
1
>> I I
NEW BIRTH AP❑SIE-1.IC CHURCH, INC , I I
DEED BOOK 1468, PA:,E 97 t I ^ 1
PIN 1865-95-8376 I I
�I I (UNDEVELOPED) IC)
I
I I
tK I I
I i ,
II I
f I i
I I i I
d
r ti, a l
I I
CG In
I
r , `a_ t .}
II 1 I c
< l_
i 1 r
l
OE III OEM
4 5
3 , v
f t-
r' /
iF.15.434.65
' r00 - I
ICU
I l
� I I
7D,------------------- -- --— — — — — — — -------- / I
-- . -- --------- = ------------- 2 FIBER I I
❑PT'IC CABLE
•rz.----_.. - -- _ _ - _ �M/ARKERS � l
' I 4
22 LF 15 RCP 0 I_
1.0% W/ 6' FES I
I I
FES 15" OUT 532.50CSX TRANSPOR A ION
I I
I I
1
80' RIGHT OF WAY I I
I I
R/W --- -- - -- -- --- -- -- -- -- -- -- -- -- -- -- -- -- -- ------ --
- .. i` ,fit:.
,�.SDPS1 i 1 Zra
SCALE: 1" = 20'
Al 0 20 40 50 60 70 80
POND WATER SOLUTIONS, INC.
1025 SOUTH CHURCH STREET
PO BOX 8342
ROCKY MOUNT, NC 27804
PHONE: [phone]
FAX: [phone]
= � SEAL <
029958
%AFT.FNGINEFR. c-3��`�``
K
Final Drawings
Review Purposes ONLY
0 u a
0
a
,v
o_
Z
w r
O U
Y Ul
N H
� o Z
C14 o z ILL)
Co V) }� o
N U Z
Lam 0r _ ,,
o
Isi
w a
z,
a
a C
a C3
Q
a z
it N
r cD
D \
Q
6i
4 J
u a Q
Ul 1%
o �
o a
1 1 -201
SW-1
r-7 , 1 r ,
t r l s
4� - I 1 y'•{I !1. 4f� 71'

_li...-. -_; !. r_..I _;A;--_-L _ ._.-­_....._........ 'A._ ..i. .. _---�._.__,-. �*e' _,__._1i r..
f0aW-A D04 l�—
BMP element:
Potential problems:
How to remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a one-
time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in
Regrade the swale if necessary to
the swale (if applicable),
smooth it over and provide
erosion control devices such as
reinforced turf matting or riprap to
avoid future problems with
Stone verge is clogged
Remove sediment and clogged
or covered in sediment
stone and replace with clean
(if applicable).
stone.
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area
flow to the pretreatment area.
and/or gullies have
Restabili2e the area after
Sediment has accumulated
Search for the source of the
to a depth greater than
sediment and remedy the problem
three inches.
if possible. Remove the sediment
and restabili2e the pretreatment
area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
show that pruning is needed
practices.
to maintain optimal plant
health.
Plants are dead, diseased
Determine the source of the
or dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertili2er application to establish
the ground cover if a soil test
indicates it is necessary. If sod was
used, check to see that it was not
grown on clay or impermeable
soils_ Replace sod if necessary.
Tree stakes/wires are
Remove tree stake/wires (which
present six months after
can kill the tree if not removed).
The bioretention cell: soils
Mulch is breaking down or
Spot mulch if there are only
and mulch
has floated away.
random void areas. Replace whole
mulch layer if necessary. Remove
the remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the
clogged with sediment.
clogging - remove and replace
either just the top layers or the
entire media as needed_ Dispose
of the spoil in an appropriate off -
site location. Use triple shredded
hard wood mulch at a maximum
depth of three inches. Search for
the source of the sediment and
remedy the problem if possible.
The bioretention cell: soils
An annual soil test shows that
Dolomitic lime shall be applied as
and mulch (continued
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
The underdrain system (if
Clogging has occurred.
Wash out the underdrain system.
applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose
of the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at
Quality 401 Oversight Unit at 919-
the outlet.
733-1786.
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
This map is not a certified survey and has
not been reviewed by a local goverment
agency for compliance with any applicable
land development regulations.
CALL
BEFORE
YOU DIG
NORTH
CAROLINA
)NE --CALL
CENTER
BOUNDARY DESCRIPTION SHOWN
IS NOT FOR RECORDAl10N.
SPECIFIC BIO=RETENTION NOTES:
1. ALL BIO—RETENTION SHALL HAVE AN ACCESS EASEMENT CONNECTING TO A
DEDICATED PUBLIC RIGHT—OF—WAY.
2. ALL DRAINAGE AREAS TO A BIO—RETENTION FACILOITY ARE TO BE STABLIZED PRIOR
TO INSTALLATION OF SOILS OR GRASS SOD.
3. NO UNDERDRAIN PROPOSED FOR THIS BIO—RETENTION FACILITY,
BIO=RETENTION SOIL MIXTURE NOTES:
1. Bio—retention Soil Mixture (BSM) shall be place and graded using low
ground —content pressure equipment or by excavators and/or backhoes operating on
the ground adjacent to the bio—retention facility.
2. No heavy equipment shall be used within the perimeter of the bio—retention facility
before, during, or after the placement of the BSM.
3, The BSM shall be placed in horizontal layers not to exceed 12 inches for the entire
area of the bio—retention facility.
4. The BSM shall be compacted by saturating the entire area of the bio—retention
facility after each lift of the BSM. Water for saturation shall be applied by spraying
or sprinkling.
5. If the BSM become contaminated during the construction of the facility, the
contaminated material shall be removed and replaced with uncontaminated material
at no additional cost to the Owner.
6. Final grading of the BSM shall be performed after a 24—hour settling period. Final
elevations shall be within 2 inches of the elevations shown on the construction
plans.
7. The BSM shall be a uniform mix, free of stones, stumps, roots or other similar
objects larger than 2 inches. No other materials or substances shall be mixed or
dumped within the bio—retention area that may be harmful to plant growth, or
prove a hindrance to the planting or maintenance operations.
8. Prior to placing the BSM, the bottom of the excavation shall be roto—tilled to a
minimum depth of 6 inches to alleviate any compaction of the facility bottom.
Any substitute method for rota —tilling must be approved by the Engineer prior to
use. Any ponded water shall be removed from the bottom of the facility and the
soil shall be friable before roto—tilling.
9. Once the BMS has been placed, the entire bio—retention area shall be sodded with
grass that has been grown in sandy soils or that has the roots washed clean of
any clay or other materials that could clog the function of the bio—retention
system,
10. Grass shod shall either be hybrid Bermuda grass or centipede.
BIO-RETENTION SOIL MIXTURE
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
85%
CONSTRUCTION SAND
FINES
10%
SILT
ORGANIC MATTER
5%
COMPOST/PEAT MOSS
PERMEABILITY
2 IN HR
PHOSPHOROUS INDEX
RANGE BETWEEN 10 AND 30 (CONFIRM WITH SOIL
ANALYSIS REPORT FROM NCDA LAB)
(2) 60 LF 4" SCH. 40 PVC @ 0.5% SLOPE
(1) 5 LF 6" SCH, 40 PVC MANIFOLD
PRO. 4" SCH, 40 PIPE SHALL
HAVE 3/8" PERFORATIONS_ Q
6" ON CENTER (4 HOLES PER
ROW)
R/W
CLEAN OU TS WITH
THREADED LID (TOP
TO BE 6" ABOVE
GROUND ELEVATION)
i
SLAB COVER WITH WEIR
(1DCA11A1/1 AKIn AAAK1Un1 C DMA
INV. CO 434.05 - ------
438 34
fV
W
37 --jL...
440
—2' SEPARATION
85.3'
0
ETOP OF BERM
437.90 /•
.'�-:
IN V. CO 433.75
.....----4 34
8 Xrt
�+
-\
SCALE: 1" = 20'
0 20 40 50 60 70 80
BIO-RETENTION CONTROL STRUCTURE
SCALE: NTS
TYPE 8
PIPE OUTLET TO WELL- DEFINED CHANNEL
a
i
NOTES:
(1) d - 1.5 TEMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN
SIX (6') INCHES.
(2) d t a 1' ABOVE MAXIMUM TA{LWATER OR TOP 4F CHANNEL BANK
(WHICHEVER IS LESS.)
(3) Lot- LENGTH OF RIPRAP APRON: (TO OBTAIN La. USE FIG. 6.06a
FOR TYPE A INSTALLATION AND FIG. 8,06b FOR TYPE B.) REFER TO:
NCDENR EROSION AM. SEDIMENT CDNTROL PLANNING AND QES" Mi1AL_
� r�..ti• wrwa
�'i� a, ,°,---s • w • w �.• we ii' • • #fir
ic.r � r-r-a w +► w r� ri a r * 4
PROYM GODIE I'iLE UNDERUNER: OR GWO OPAVEL FILTER
(4' MIN. #*7 WASHEA SMNE BEDDING mATERIAL)
OUTLET PROTECTION_
SCALE: NTS
10"WL eorw
OVERFLOW OUTLET STRUCTURE
TOP OF EMBANKMENT
437.90
GRASS SOD ENTIRE INTERIOR
(REQ'D FOR FIRST PLANTING YEAR)
2 FT MIN.
{ { { 810—RETENTION SOIL DEPTH
REFER TO J I J J (GRASS BASIN)
GRADING PLAN 7 J f
FOR OUTLET PIPE -: - -fi ..t•" - r: -- -- - 4" WASHED SAND
•.. r•.-........, ,
PRO. `15„ HDPE
12" #57 STONE
SCARIFY NATIVE SOIL --�� FILTER FABRIC (TOP,
NO COMPACTION ` BOTTOM AND SIDES, TYP)
5'X5'X1' CONCRETE
FOOTING
BIOMMMRETENTION CROSS SECTION -
SCALE: NTS
r�
SLAB TOP WITH MANHOLE
RIM FOR ACCESS.
(4) 28" WEIR OPENINGS
(8' TOTAL WEIR LENGTH)
OUTLET CONTROL STRUCTURE= WEIRS
SCALE: NTS
POND WATER SOLUTIONS, INC.
1025 SOUTH CHURCH STREET
PO BOX 8342
ROCKY MOUNT, NC 27804
PHONE: [phone]
FAX: [phone]
bm
O
SEAL
029958
�cA-
R W S0101
''��Affllillllll���`` LZ
Final Drawings
Review Purposes ONLY
N I Q
O V a
O
In
L }
v
o
vi x
0 z
v
o Z
LJ
(10 to Z.
O a o
LLJ
a � W
O
a
W
m a
w
r a
a a
o a
N Z
w �
O \
w
Q J
U Ln
of o
O Z
1 —201
SW-2
- - j i - � - y r - � }Y :r r - -! F4 � Ir r ' �. �' i, 4r f 3 '� !1 r� �•
1!
i 1, �`' i l ` 4 r r ! •� ! ''y *1 r 1 ! it -i I I { r ,1(N il:

VI
N(
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
This map is not a certified survey and has
not been reviewed by a local goverment
agency for compliance with any applicable
land development regulations.
CALL
BEFORE
YOU DIG
NORTH
CAROLINA
ONE -CALL
CENTER
BOUNDARY DESCRIPTION SHOWN
IS NOT FOR RECORDATION.
_ E { } �E E --E
FX. FIRE HYDRANT �UP
1 38.67
ydrant
EXISTING ❑V'HD ELECTR_� POWER LINL up
-- -- -- -- -- -- -
--E -- --V—{ - -- -- �_ --� T) -- E
PAVEMENT 8' ABC AND
2' SI`9.5A TO ROAD R/W
121 12'
of
CDf
r�l TAII �
R/W - t - - - - VALVE
PROPERTY LINE & R/W -
T NEW
a
APPR❑XIMATE L❑CATI❑N
6" WATER LINE FROM —
ELEVATED WATER TANK
TDWN OF ERANKLIN r❑N
DEED REFFRENCE UNKNOWN
R/W -----
\ .EXISTING
PAVEMENT \
ra \
I
1
CURB AND GUTTER NOT SHOWN
AT INTERSECTION \ 1
-- -- -- -- --- R/W \\lI
i
x
I
I
I
I
1`
I �
I I
80' RIGHT OF WAY
I I
11\Pi4-f\ — —
R/W --- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- --
i
1
I
I
I
I - I
SCALE: ]" = 20'
0 20 40 50 60 70 80
PWS
POND WATER SOLUTIONS, INC.
1025 SOUTH CHURCH STREET
PO BOX 8342
ROCKY MOUNT, NC 27804
PHONE: [phone]
FAX: [phone]
`OF E.SS
= SEAL =
029958 =
K
Final Drawings
Review Purposes ONLY
.X
O
V)
in
a, in a
v
LLJ
z
c� o
(n Y
w x
o z
V) o
O 0
CY .�
U
z
d .:. w w
o
Ckf
m d
< a
Q 0
in o
o a
N Z
II ni
w �
p \
O
w
a
V R
o
11-201
SW-3
I �
I I
80' RIGHT OF WAY
I I
11\Pi4-f\ — —
R/W --- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- --
i
1
I
I
I
I - I
SCALE: ]" = 20'
0 20 40 50 60 70 80
PWS
POND WATER SOLUTIONS, INC.
1025 SOUTH CHURCH STREET
PO BOX 8342
ROCKY MOUNT, NC 27804
PHONE: [phone]
FAX: [phone]
`OF E.SS
= SEAL =
029958 =
K
Final Drawings
Review Purposes ONLY
.X
O
V)
in
a, in a
v
LLJ
z
c� o
(n Y
w x
o z
V) o
O 0
CY .�
U
z
d .:. w w
o
Ckf
m d
< a
Q 0
in o
o a
N Z
II ni
w �
p \
O
w
a
V R
o
11-201
SW-3

YOctP# H ba 17-7-
VI
Nt
R/W
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
This map is not a certified survey and has
not been reviewed by a local goverment
agency for compliance with any applicable
land development regulations.
BOUNDARY DESCRIPTION SHOWN
IS NOT FOR RECORDATION.
EXISTING ❑V'HD ELECTRI-_ POWER LINE UP
-- -- -- -- — -- --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
- E E E - — E -- E
EX. FIRE HYDRANT Li 1�ydrant
3867 SOUTH MAIN STREET — US # 1 BUSINESS PUBLIC STREET
I
1
CURB AND GUTTER NOT SHOWN
AT INTERSECTION l
-- -- -- --- R/W \
i
PAVEMENT 8' ABC AND \
2' SF9.5A TO ROAD R/W .EXISTING
/ PAVEMENTS\
ro \
--------- -------------------------- ---- 12 12`--------------�----------------- �----------------------------� ��`� �--
- FORCE MAIN �'� /
_----F�4- — — — — ---�---- — �--------PM---- -- — -- _ —�-- — —�I ------�hfr--------FM---------FU--------FAf�--- ----FM _.— ��-- ---- F�-- ---- ---� � � ©1
TAN N 29 4V 00 E 131.00 u� -- -- r---_T—__ �_ _ �___ —�___ _.�_— —� _ —��— _—�-� — �___ _�__ — _ CATV
VALVE - `� _ _ IPF R/W N 29'47'QO"E 111' _ _ _ _ _ _ _ _ _
- -- -- -- - -- r
PR❑PERTY LINE & R/W - - - 436� EX OVERHEAD TELEPHONE AND \
---------- --------------------------- - T - R V4�%o PEDESTAL
LANDSCAPED AREA r I '+Y,,'_____-________ ---------------------------- CAE3LE TELEV SIGN
MAINTAINED BY THE TOWN I ' 15' WIDE PERMANANT EASEMENT ; I
OF FRANKLINTON _ _ _ _ __�__ _ TELEPHONE I
-� - - - - ----f- - - }-- --- -- ------------ - - / k
I ----------------
POSSIBLE / PEDESTAL k k
NEW I _ FUTURE R❑AD\
:..................-..-..-..-..---.-..-..-.. _.. ETBA�k�..--.-..-..-.. _.. _-..-.._ - I S I A C d 00
S 29'47'00"W 111' PRO. STORMWATER EASM'T S 60*12'47"E 188.53' I k
S fiQ'12'47"E 188.53' \ __----------------
APPR❑XIMATE L❑CATI❑N
6" WATER LINE FROM -MIM-4
ELEVATED WATER TANK
T❑WN OF FRANKLINTEN
DEED RETERENCE UNKN❑ W N
BENCHMARK-GE❑DETIC
MONUMENT "STERLING RM 1"
ELEVATION 436,79
W
Z_
J
r
w
a
0
z
cn
0
O
Cry
o
CJ�
IV
N
�
M
fv
N
C�
CA
00
5
�
r
1
{
PARCEL A
U
\
Pal
Y
299200 S.F.
+-
r}
\
!
U
Q
o
9.0'
1.0'
Lw
t
`
r W❑ DS r
1
!
\ _
J
K
\
r
Y...
............ _...........
............. .._._....... .._............. ._._.._.._............... ......_.._.............. _.._
t
Y
rt.
WOODS
R/W — _ _ _ _ _ _ 20' SETBACK
R❑P�Y.35'56"W 117.20' -
I
' 40.0'
I
I
I
I CSX TRANSPOR A ION
80' RIGHT OF WAY
R/W - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
I k
I I
I I
� I
1
1 1
k 1
1 1
SCALE: 1" = 20'
0 20 40 50 60 70 80
PWS
POND WATER SOLUTIONS, INC.
1025 SOUTH CHURCH STREET
PO BOX 8342
ROCKY MOUNT, NC 27804
PHONE: [phone]
FAX: [phone]
{1111
SEAL -_
029958
W. SO'�Px, % Q !
Final Drawings
Review Purposes ONLY
I a
o � a
0
}
V)
M0-
,v
0
(7 p
N Y
=
Q
A U
Y V)
� W H
d p Z
o W
� � L �
O r 0
n:
f1 ` � w
n
m a
w
r a
a �
o
N Z
II CV
w
s
J
r„ < Q
d
o �
1 1 -201
SW-4
�i� i � r•I ; �, . � II'F I r ! ,+ r. . ' �.' } , 4 1 . irl ! yi! i ,li 'I 1 1 �