20070734 Ver 1_401 Application_20070407

7__
34
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), the
g
d N -2 t
II. Applicant Information
1. Owner/Applicant Information LTY
Name: Lureland Holdings, LLC 6 ..
Mailing Address: 1228 E. Moorehead Street Suite 101
Charlotte, NC 28236-6799
Telephone Number: Off. 704-201-9466 Fax Number: Fax. [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Odom, Hollifield & Associates Engineering
Company Affiliation: Consulting Engineer
Mailing Address: 152 East Main Street
Forest City, NC 28043
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: lisameadorgodomen ing eering.com
Updated 11/1/2005
Page 5 of 13
III. Project Information
7
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Overlook at Lake L
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1634416
4. Location
County: Rutherford Nearest Town: Lake Lure
Subdivision name (include phase/lot number): Overlook at Lake Lure
Directions to site (include road numbers/names, landmarks, etc.): US 64/74 to Lake Lure
Turn left onto Buffalo Shoals Road. Travel North approx 2.5 miles site is on right
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35026' 35.15"N" 82° 11' 8.31"W
6. Property size (acres): 48.81 acres
Name of nearest receiving body of water: Lake Lure
8. River Basin: Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the land is not in use. Surrounding land is
residential lakeside rural and generally farm land.
Updated 11/1/2005
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Construction of a road through a new subdivision Equipment to be used Dozer Front End
Loader and Compactor.
11. Explain the purpose of the proposed work: To construct a road for a subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None are anticipated at this time
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Project impacts include the installation
Of 1 30 foot culvert that will be buried 6 - 12" into the streambed unless bedrock is encountered
at the surface.
Updated 11/1/2005
Page 7 of 13
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Culvert #1 UT to Lake Lure Culvert Perennial 3 feet 30 feet .002

Total Stream Impact (by length and acreage) 30 .002
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 13
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .002
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) .002
Total Stream Impact (linear feet): 30
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation - NONE
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts
In order to access the top lots in the subdivision, the applicant needs to cross one stream
location with a driveway to get to the location. With the constraints of topography in this Lake
Area the subdivision has been designed to have minimal effect on the stream.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Updated 11/1/2005
Page 9 of 13
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation, as impacts are minimal
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/=/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 13
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
N/A
Updated 11/1/2005
Page 11 of 13
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual Septic Tanks
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 13
DUO, -?r'v? ?.A+ekriSb
0 70 7? 4
o G _ - / Tom` \ ? r f
?; ?_"?ri_._.•% --/ ? ???.\, ?` ? r, ? ? ` ? ? ? ? ?' 1_?_''??\\ ? /?_? ? , ice; _?) ? ?/
W
F cz?
HdIMF91! , ~ ~
Al's PfD ~
tbb7 ~ add
a
.~EZOZaOZ
TA
•
•
r
j'~ , S , ~E ~~.,J:.
~ H ~ ~"1 ~ ~r ~ » \ h_ '6 y
~ ~ V \ _ S ,/y ~
l 1 ~ _ ~ ~1~"~ •~f ~ ~ ~ ,
' '
~ ~ ~ ~
ti < < , ' ~ , ~
~ 4
~ S E - k ilk, ~ 'i ,Tl ~q~, v.
I ~ ~ il~-'.t / y~ I r~
~a Imo' ~J ~~=./`l.
~ w ~ ~ s r, ~ y~ A'~ r 1~.~ , ~
~ ~hi ~ z l ~ ~ -
1,~ +,P.
1i~ 1 it la s ~ ..~iS I r~, 'v..
ti ~ ~1
<ti~
- ` U . ~ j LAKE S ~ - ~l .
I ;r~ • ~ ~ ~ r, a ~ N1M ~ w
U'.~ { .W C. 'r-~\ ' } fir- ?.~~~,N 1 2 O6 07 REVISED PER TOWN OF LAKE LURE COMMENTS
r~ ~r 2 2 14 07 REVISED PER TOWN OF LAKE LURE COMMENTS
~l..l
_ VICINITY MAP
not to scale
i
s
NQ DATE I~
~ ..CAS
ESSI 4. ~ off. • •2~ . ~ ~ ,
:q S
21
lN,. 1
'~q~'I 90 1'°
~nni,N
152 East Main Street
Forest City, N.C. 28043
828-247-4495
1 1

WW m J o a
J ~ Uo G p oa o 0
r d a z l~ Z y~ 99 Ir_ f ~ aN wNma~n > d \ ~ ~ / 1a1 _ a 1 .0 a A
,i,~-` \ ~ U W r~ K W Z W p VOI O N I A O r ~ ~ y ~ C aid zo a ~ ~ ~ ~
t ~ ~ Na oZ~FF y~ ° rn~ I N N i N o
~ ~ wo~F °a ~ Imn ~~w rc~ I ~ ~~°aa°zo Z o~~a I 1,_, ~ O T N ~ O~ FU N U 0 0 ~ 1^ Gq A E W O
U
1_.~, ~ L~ ~ ~U KgO~ o I 7 7 ,,-r ~ I \ t~g~~~~ a voo z I
V aa„ rn I ~ N&°~i~pFarc o000 0 1, ii/ N y ° ° I pa~z g ~W o00o OV I a M ao A U a
lil i W-rC I 1111111 I °Wp OtlZ~ C Q 0000 ~W. ' ~ ~c V ; I ~ 1`,,1 lll,/ ~~paaUW $ - UNQF I
C-O 0 I //i I [nOK 4~a~LLy1 d W 8 ~ oOr y r \ °a w ~~a I
° C ~ Nr~+~ I L Y y _f i ~~000 ~O W I _ v U° m I o I ; 0 a'Qi:. O ; ~ ~vl/IU~ ~do1. ~~a 0
1 ° o W ~ I
' "Ear>o II ' ~ \ I II 0
I m
U ° r L I U I / ~ LO w p ~ ~ ( N '//1111111151'S1` \ I ° O
~ U O - \ O o L m~ tL i ~ I ti
.~r 0 N 0 •p ~ 0 L ~ N O F 2 I U t/2 A
/ OLUN 0 \ I ~ a7 ~ ~ ~ ~ Z;WCwO 0 Oigi mp ~ I
Qa°O~'0 C ~ \ Z K ~ I
~ IN ~ ~ U 0 W U L Z yr+ N~ C7 ~ \ > Q a I L
~O~C ~ II II Il ~
II~~I ~.p o°p I~ \ ° \ II EI~IIII Z U ~ H W
~ o' ~ X11 ~o~d ,cn m I U a I 1~~ III=_II J y 0
\ ~ O' III III-II - - - W C FI Z ~ IIJI II_L~~1 .II ~-1TI-11 ~o p ~ ~ O N III 16111=II -16111=IIHII z
/ _ =iI=III -{ll~1~ll= U° U ~ ~ ~ II~ ~IG-III Illd~~l L ~ O o W
/ ' _y ~j_~~II~ll61 I~ ~ J I = -~-III I~_ _I ~ (n I I I6IEIII~ I=111_111 (D ~ ~ J J
~ N , _ v ~ II_III-I II-1=1= _ ~ - Z V ~ ~ 1=1~I~II~III~IHIIF_-~~EIII~I [ 0~ ~ w W J J W
i"° II 11~16u1~11~IL=(ll=~~ll~ll W ° ° ~ 6~ r. - 111-~J U=Ill-Illd~~l l 11171 3 ~ 3
W ~ z m - ~ a -1~11~~~11I~I~III~I~q~IIII ~ N ~ ~ -III~II-I~-III~GII~II ~ ~ ~ ~ ~ ~y ` 1~11I 11111-IIEIII-II ~ - ~ Q w
=T~1L-)LL 11~ ~ 0 8~' S ~,5. >a~~ < r z 111~1u11 I_ _ ~ ~ U U ~ ° W E"
Qi ~ ~ ~ Q~ w Q tr 1 ~ ~i `-111= - ~ v - 1 lY T, 1^ Q
- ~ , " p, 111 I ~ - - ~ W .
y3~ a~ o -111 d J r-I ~ ~ , _ ~ 0 d aim / + ~ ' \ aJ A ~ w
~ - z Z ~ ~ ~1 w
\ ~ l LLJ z
\ ' W `ZOB ~ ~ w~ ]O Q - ~ L -
/ ~4 ~ vJ ~ ~ W ® W N 00 J O r \ ~ a ~ y ,N , ~ -el o- ~ - 7
\ ~i 1 ) U) N W K L w°" ~ ~ x
6 t ~ \ x I- m a U mw S• ~ a /~11 d ~ O W aW (Y W
~ a "o U ~ ~Jv- I
PFD Z w o a,
, ~ a ..Z ~ U D ~ s' ~ 000 o I F ~ o w 0 W z
/ ~ 5 , ~~Z3 , 000 ~ W 0 I ~ W ~ / 0000 UN~ ry U ~ J 3 to Z 0 ~
~ ~ ~v~\~: ~ 1 d w Q Q ~ I J Q O~ ` P ` ~ g'1 ~ ~ ~ N I W I Z Q z
~ d, d It ~ imp X 03~ + ,c , ~ ~ ~ - ~ ~ I ~ U S `4s ~ 120 d r + - ~ ~ ~ a r~ \ ~ L~ N .q ~ 3n ~ ~ / o w z
3 i ~ ~ 0 a F- L. W
I Q N
ti 19 A
zwa w ~ N
~ ,r ~ t; ' ~ I b ~ v U~~ ~ ~II ~ M y O
~ Cr j/ j 00
F . 1. r t \ I ~ 9 Q r/ ~ 0 ~ _ ~ ~-o o ° s
~ qr~, h,~.,0'„ ,~jf l',' 99 zan ~ ~ ~/i t~' 3 5 a ~ Z 1~~°/ ~ U
~ ~ i r r ~ ~ ~ O ti~ l~ ~ t r a ~ b ~S Q ~ l O
r r, 9 ~ O J ~ O SUN
•sq~; / > ~ s~ v~ I W y 00 N ~
app \'4 ~ a ; f ~~la ` yg1 / ~
' ' t ' rr~ n f~ A ~ / ~ Z
r ~ / U J + ~ 4 r ` ` ~ 6~1 ~0~/ ' ' /1
' I , r W~a 1
`V l r t p~ 1t~ izg rr a l~ ~ ,q~ `F E A 1 V 1 /
fl J , r y ~ f ~ O I W A. ~ 7°~ 15 j OD n r' vd ~ fD
~ ~~e•SI~\\a O ! p ~2 O M 4 T/'~ 1, I r I H p ~ ~ J r/ [~1 i Od ~ ~ 8 6Z¢(JQ'l~ \ I ~0 M J 1 ~ 5 ~ a r a t } Z i r' r ^ I N \V•r t d J 1 f, ~ _ , , r ~y
.8d ~ ~ u J J a w ~+i w~ 5 ~ I I , , t~ a azZ ti ~
~z~~ ~ti 5 ~ 5 t , ~ ~ ~ , °a m. ~ af1 6~ ~ t t i ~t N l n ~ ~a~ ~ t, rrjt _ ' 1 ,l ' L J t rr~~ r r
1 J £ Z •y~ V , a q ~ ~ 0 5 \ s T r t A r I 1 ` ` i ~ \ ~ I( I / ~ n ~ ~ ~ t J ~y as \ ® ~ , r + I V ~ ~ .2F- ~w11 r / r • I ,
? 1 5 / ' ,ti0 0~r py E-'1 ' yN W p ~ J Q r ~ ~ ~ - ~ ~
~ , ~ ~ .0 0V 9~, ~ ^ v i U m H 1 0~ ~ ~ ~ /$m~ i~ o , ~ , ~ Z ~ a ~ _ _ •5020. ~ ~ '~Cq~ J f' O y~ / i/ , / .W ~ 1 n i i O a a~ ~ \ F}J / s°oi ~
O ~ / ~ r r n QNJVIr 1 b 7 ' • `D>U ZJ / / OS S, ~ ~ r / N d~ w r r O ~ m /
t ~ ~ + ~ 7 + ti M ~ U ~ Ia uoo
1 l rid v _ ..wo U 1 9oY rr, ~ qa ~ / i , _ r ,W r? ta. r ~ t7i 1t rD / / I I a, Q r ` ~ r t r ~ ' +v ' r ~ 1-WJFN-7WZ 1 \r r ~ X ^ 1 OW ~ ~ o _ ' ? ~ o;
I f t ~`•ca tOf•,_ , ~ O w p ~ ~ r 7C ~'L $ rr ~ ZL7 ~o i I ~ i I 3 " „ Z~OJVJ~Q I ~~i ~~p o~
~ 6~~ "6Z.ZI. ~ 7 / ; I Ca`, a.. ~ ~ 961 = ///0 ,,gyp ~ 1 `,5 I r~,,, ~ 0 6 0 ~ E ~ ~ ~ 1 ~ I S - I ~ r uo , r ~ 0~• 1~ - I 8 1 I ~ Q,
r I I to I ~ ~ , , ' p9N1 / I , S` ~ / y ' ~1 J / Or /l/L ~ 1 L/ .7 r I .S ~ 8 t ~ £ I ~ / ti 9
o p~ ~ I r , 1 I IN ~ i, ~s a~ ~ r I I ,
w ~ ~F to ~ ~ JA I •2 r / , I I , , ,
im~ ~ ~ ~ W t i ~ ~ ~ \ £9~ r C) r I ? r , / $~p ~ b , ,N ui l5 £L ! I Ll ~2 f„ ~ , I (n I ~ ''~v X ' r ri r ~ ~ • N ~ lo! ~ / I Al -'r ~ I jj ~ t
I a i ~N ( 1 r..__.... 1 r r r I ~ ! r 1 s-"rv ' r ~ t M17 j r 01 t r r ~ i I W \ A~ 7' ! ~L t`~rt / E~_ r ~ ~ ! } ,1 , r ! I / 0 ~ f 1 ~y'~ ! . / 1 ~ ! / o I O ~
~ ~ ~ ~ r € W a2 p / r r r ~ r t ~ r + a ' r ' H r ~ ~ tao rc t r ~ CW ti ~ 7 ~ r 1 ~ / / cQLo\ /
I \ I N W + r t r O d / ~ ~ r l ~ p ~ , i I, . , r , , ,r , ~ ,t t l ; . m I ~ r . a i LI r r r O
I S6 ~ o ' t - d '~9 1 " r ~ It ! I n r' r . - ;4£'6 q r ' r ~ -8 , ~ ~ti 0 ~ ~ r , ~ r , z M,44,L~±9 r Qlj r r m
l / i I . 3,01 ~ 0~ 6~'lL . I + + I r r , m m
oz ° 5 r ..'""~~'•`6/$ 1t' i + [ , +N ~ r r + I t i ~ r r I r y^M.£1•~.195 ~ {Jf Zl _ I I ~ v O r:} ~ r/ I i S~ r N I O' oi° V 1 t o3 Q/~
I I J" ~ _ i m r t f I ( a w° ~ dd j) w Q ~ rt ~ Q w° rv i ~ ~ w ~ tJ rr ii , r ~ ~ Oi rr' t r \ / a o m ~ I t ~ t I F- r r!~ r 1 !0 /
I o 0 1 ~ W r r l 7 ! r i •6) ~ d' r b / f° f" (n , \ t . a r I ° j i ` , F+ i tr I I 1tT ' 4 1~,~,f ~ / ( WF r a r ~ ~ 7W / I ~~J1, O I , ~ r oo, ol lo, lo,
I 30~ ~ \ ?Zw M~ 1 NU ~,t' \v t r I i +r \ trt ' , ion d \ W r r~ Oa r n r~ r .5 i ~ , f m ~ Vi m ~ ~ o ~ ~ ' ~ La to i asa z rr ~ , I r r l i w I / i ) ~h , , i w /
I o m r< ' F-1 1] p 0 ! $ w ! \ ' jji a it rr i N . l ~ ~ ~ . ~ \ ~ ~ 1• \ ~ W n K
? ~ ~ t u ~ ,i ~ r' 0~ •0 S I+r t p ~ H~ I I~l s` a3 tiq f Z~~ ~ I 5 ~ r I i s r t' o MI ~ ~~~4 , , E 03 / ono
r t 51 I i 5 j r IOIN ~a ~ I I ~ _ ~ I, s 'pp~~ ~ ~ 1} t 1 ~p \ 1 5 ' y 1
- 1f I I \ B i
\ J t ~ .•s e r I I J ~ ~ .!L• ~ , 0. ! ~ r r I I 1F } , SCE ZOII J >o ,!v \6 I I ,'0 a 0 ~ w I-I ..c w>f 6l Lti'1 s~0 d• 5 d' ~ + ~ \ rt r i I ~ ~ J I / 9L~ ZOLI £OLj *011 s~! a F
' ~ r i l l a Z y IE ti r r ~ _ I ou~~ .g S9' Z 3 ~ Ql 0 , v , ; r 7 ~ a'W , , ~ ! 2°`., / a ` I+r I r + .64'SBl ~y pm I ,Ir 5.~
4~ 1. ~Ir t I > ' J , `~r~~~r~.~ • > VI , _ t ,i .COQ / r f r ~ =a r rW z z , ~ t 3,Z4 OS.L t 9S _ ~ U~ E , , v \ ~
t ~ wog / O ~ ti' ' / ~ ~ r1 p GI i r 1 ( I I ~ ~ , t ~ 5 `,r ~l~
~.al ~ r I / , I , I ~ ~ 5 ~ / t ~
/ ~ Y t r i r a t l I 9N ~ t,
~ a ~p .l 5 ` _ 5 5 r 3 0
O ~ 'd i /i Sal l ip ~p ! fy. ~ ~ \ J S. !p ~ ! ~ ~ i t ~T O 'V r 5 ~ ~ ~ ~ ~ ~ ~ 8 'D ~ ' i i i I O NI i ~ X r r , , O •~,,'O ~ ~ r
• 'F d' ~ , I ~ ~ i N i P 4~ r l i 7; V 2 5 e 'N s I
/ y~ s / 1 I+ O DE ~ ~ N f Wf
a s ~ , r , ~ O
i , , ~ ti, ,
~m arc~~ 'S • , aW ,T t
1 ' j l ~ r J i t 5 - _Wa 0 r~,f 1 i a K> /
- 1 ~ i I r ia° ~ E I ~ f t n~ / X r01 O ~ l 3 l . _ I~ r ~ b as Fab ' amp
i0D (a ~ r o 5 I aan / ~ U( r t r 0
~ ~ ~ 'Z9e~~ ~ Iii ~ ~ " : T .V o~
/ Sao ~ ~ « lw. \ f ~ t / mE / ~ 9 ,Ll'Z S2 ~ f o / ~ d } v Ea~-
O Q>m~
f • o~ _.h. ~ i f , ~ . - ~
~ ~ ~ i LZ' .,w
/ i n t ~ ~ fA f ,gym
/ / t a i rJ ~ ' w x Q1 ~ a ~ @ 6 111
/ •te: i . ~ ~ ~ , / .~s arm i ~ } ~ ~ ~ ~ W r 1 .7~
m 0 0 / ~ B r ~ , , , / ~ E-~ ~ ~ ~ , ~ i / oho i ( ry i ,
/ ~ ~ Y f ~ i ~a~~ O ~ M ~ , l ,
/ F>m~ / i 1 9 ~ 1 ~ ttx • 1 ~t p i i i E I ~ / i
ai° oo i 1.7 , u~ ~ ~ Cy ~,fA A l C) c)
/ / ~ / ~ - ~ ; ~r, ~ ~ I a o o_ f i U V i / ~ l i 1 ~ m - Ti~:~~Q~ O t ~ ~ O I j ti /f f/ • ~ E ~ Qk~~!~ j
Z / ao \ ~ `•~L r r
1 t t ,
m W H UH Q=~ JH p / ~zm ~ _ ~''s
f~ / / , ~ Z O ~ O } ~ ~ H ~ W LLI~ Q / Qom 1'i ~ ~ ,i
(n W p ] }}fA^H •QQO H 'gym C!~ pC ,z° / ~ a w a o Hp /
> a o o y / J O } W Hi-+~OZH W W W W ZO ,H ~ / t0 ! E W L O w ~ f Z ~ a ~ ~ ~ Z gJU OWp~~ lL 1- •fA pO~ OfA W /ON / r /JF ~Y K
Z p H W Z H O lL U W ° ~ i ` ' io`N'~ "fib ~ a o w ~ Q u.~ ~~a~Q~-= o ww o w am z / o~ ° f~ n m ~Q
w ~a~ a E ~ ~ W Y Z t1 ~ O O 0000 ~ •O H O C++ / $ ~J x~a •0°~ p F- - (n O ~ ~ W OJUfAZ2W NH~OQ OQ JH / ,~Ia ° ° ~ n~.. E oom~ Quo
W ~ W ~I J , } Q W O W ~ W Jfn 3U2 trlL fAu- JU W 3 "-p / Ui wrn / ~ W w c~ > cn J p o o ~ ~ H H ~ / / ~ , ¢J i
a = U w ~ Z a a rC4QN p H c0 H m am / f / 3 W U OJ ] ~ J •OOZ JWW fA Q=00 ~ ~ ~ U / / a~ / a ~ , ` p p p F- QH •Hp ••W~ZJ O r~r= d JOCQ O J t , I
1 W W m Y W W W OliI-F-COfAW W~Q~"'~JJ~ ~ U' Hfn WQ~ fnN J J L .p ~ / m~ 3 _ = - - /
Z (n Z Z U O 2 LLL~~~>N"(3Qi..iH OCZ ~ pOW Ut0O F- H 7+'NN / ~ ',,3 - O O H - - a O O fA0 OCH H31-~C W HH> ~fnQ Z~ fn0~O / ~__1ft 4` 3
~ d a O ~ H m a W d' NON ••OWfA QZ ZW WJ=3pQ QWO Q cn ^ NrA / ~ (n O O f_n Ul O O O rrWNfn H2» m H Q2 ~U~ ~ fA / ~ ~ ~ T O I- J • • W ~ W Q W O I- p } ~ W Z w O) 'G M / ~ f' ~ -CD
X d ~ ~ X X ~ ~ p • • p C •ri co ~ W W W d W O W Q W Q ~ O m~~ fA Z J W H Q O C'3 Z p } H H •~I rl U / , ,c
2ZILZOpWfn J OHpOJW~~U~ Z W ~~LU~ / °w ~ J J QHLLH~~~F-~ J}J W W HH~ ~ Q Hfn(Ap ~ •H r-I W ~ZM / o~~ , 06 , MWAW 4 _ {
(n}JOJQQUOOI- JJW W Z~~~HILW(A •~QOW W W J O L ~ / ~ ~ i Y OCm~}}QJJ(n HW~~~Q V1Z0 ~ HtAfAWdm~J~H = O g0d• m ~ i ~
~ ~ (~F-W W W ~F-WF-OH(~j W ~ WO~H~O~HQO~ / p a~~ , a~w ~ I I i QZH~H~WJJJJ Qpf~HUZJ~HpJWXQ~OIL('}fAp ~,OW ~~O / pa / y ~
I I mOZOZQpQQJJ fA~ OHQW 2 ~ HW dh- fn >p~ J iow~j ) I I I I ~ E- ~ W~ W W H f- ~ W Q H H W W W W Z H~ C7 J J fA W fq J O W J d cti O W O ~"m`= °7w ~
e _ II ~ ••WliUtiUOCf~OO~~ 2~=2oCN000I••I~J}W2LI.HJO~J Orin-I rl0 / Y"p ~ ~ , ~ F~. II ~ F-~vf0 1-df-F-QQNHdoGUQfA2HOOQ WdQ J y LO L C / owo ~ ~ ~ W y~N I ~ ~v
W F L ~E ~ xc , ) p e I I ~ W cti N l~ O / s ~ ~y w; Z J \ I r
I I > >~N~t M•~1 } I - II ~ O O r WJUrUd~ ' ~ W~~8
`2' ~ - I I ~ Z r N ('7 ~ to (0 I~ Op O r r p ~ R R R R ~ ~1 E I I Z ~ ~ ~ ~4 : Ol I _ f-
I I ~ A ~ B - ~ i E S ~.£ss
W ~ ~u ~ w q b ~ ~ 7 ~ I I ~ ~ a
a ~ u ~ ~ 1~
O< ? N J W J 1Y7 ~ i ~ W
W a C7 w f1~ ~ ` .fit t0 W p p?? p zz m~ M\ ll~ f
0 o=
W ~ ~ aim w~ ~ ~ r ~N~P~o1ooo.yoM~ooonooon•Dnnoooooa~~~pap NNpioooo°00000000000000000000 oooo.pooooo00000000000 ~ ~t~ a ~ ~S ii a~~ If) n n n Qi N n lt) ~p n n n ip N 7 p n V1 If7 n n Oi P f. V Y lfi n n n O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,p o 0 0 0 0 o P 0 0 0 O O O O O O _ ; i
~ ~ f~ftl fll f~riNa WAG M1In Qj I~fUnn(D (p lijNNPNf~Vl llln r Vf INnnCGGCC Q rc p1<O O TiD iD V YOi~~nnn NNNCG,O CnNNM~CCGGGG CC CCGn V)IA IA IN U)o~,w 5 p~'mQ Oi f~I~NNn W.. t9 t`Na NI~NN^'fh WrniOhN~ V W.p V)nPPnf~l~f~nn NN YQ7 Ml7MMW W WIp WWO~WW(OWW WIC hPPNf~t~f. f~N W l ~ `w"a~ WA 2J
J ~ ~ i A ~Qo 4~m Quo
0 0 0 o N fh h T N iD M W 0+ (q M W N o n M P N n n V o N N o N 1i1 N i0 Y iD P N iD n P N n V N W o N r T o Q, o !n n Oi N f t` N M Y W O N N Ii7 Y n .D ~ T T f9 N p Q =~40NOOWONTfANOIh V 7PWNQ`T V 7^!Nn~?r^!NaoN~nNM^! ^!NNNnTth oiDNNNTPI`NMPN WNN1~~`•no~iOa NNOfO MY nN ~ ° ~ ~ pl n ~ IN RI fl! O V) !n n P ~ n N fly Ill 0+ I~ M U7 Ifl N M W 7 o N < n ~ f7 N V) n W W c .D tD o N i0 OD N c Q. Y iG Di fA ~ V+ N ~ th M W fU YI OD n YI n ftl f0 Uf O l'1 0 ~ p, `Q n f N W ~ p„~ _ ~ ,
l7 M I~ ~ 7 M Y f'! n f'1 d" Y Y Q fh Q N n n l'1 M f~ N Y O iD N V M N N O P f n WW • W Z M " M M Y N N M " N M M M M 7 N ~ M N O f7 N ~ J J 1 n 4
J ^ _ a ~ W { NMYniDProQ10 •.NMVnNn WNO NManiDrWlno•,NMOnNPao QiO•+NMdnNh W(!,o•,NMan~OPWOio•+NMrniOnWOiO"NMe niD f~to~°a~N O ~ ~ f
~WUUUUUUUUU•""^~^~ ^iNNN NNNNNNNMMMMMMMfDMMap<OOVO<OYnn N n w~C° UUUUUUUUUU U U U UNlnnnnnV7 V1W NiONiD iO •DNNn nt`t`t`nnrt` W J , U U UUUUUUUUU UUUUUUUUU UUUUUUUUU UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU ~ w°` ~ s'
~ a ~~~p U 2 ~ Q=m ~ U s~~ ~ !N oW ~ 'V ~ 1I
a ~ OD
r - O pi ~ o ~ m w- 5_
a o J~Q
aa~ > •~l E pam wad ~mo <Q Q~o
I a ~E°f f W)))WWWW))WWWWwwwWW33WW))))WW)WW)WWWWW)WW)WWWW))))WWWWWW3)33)3)wwwwW33))WWWWWWWWWWWWWWWW)WWWWWWWW))WWWWWWWW)))WWWW - ~ ~a
n~~,Q,TTi.i. j~yo+~D ~DoogMNNj~ylilf7^p...a NNOOOQaNai~iu;y aD~~Mi~vo~aoiu vi G+Tio ~DN`DYI"1NN%•f~Uf~~"^'f7• 1~='fir=~NNO~o~D ~O ~'I~oNI~~ NTWI~NoWT:. f~01 ~•^•,~„I~o' Nl•10+1~ 7 M M O V N M Ih l'1 Cl n n a a N N a N lil f~ o N, o o N U1 o I'1 f7 N N o o fit N N o Y o N o N O n Q+ ~ fh tT M n p a~ Y< N n n M N Y~ M O N N O N n O N N t a N n, N I.1 ° W N M O M ~ a° ~
v G+Q+0i 1.11~oo~pN~oo°O oNNp:. a' n<, a NaaM, nU7 N, a, av, n, n. ° N• W, C1 lOn, <OiDNN(nNNrPiDnMf~N~D ..yY-•n'D f•70p~fhNU70 V ~p:•'DNNlO fOQ`fA OD Oi00n~ ~DNn n~ 19' PI`~DT•~~~TN~`7Y O~' O~:.fO U< fh l"1 W N N N N y f0 ~ M M M fg M to „ o o N fO N V<. N~ • N< n n O n n<• M N o N o i0 T o fq N iD ~ A W N ~y N W N O~ O O N~ p N N< I l'1• NNn.. o d n• N oo M l7n o . . •
Z NNU1NNnnNN WP'.W+.ni l•1 f70iT^'^'Ml~• nNn NNnth f7rY M~~• In Nn• a. N. C)nN:~• Nf7Nl'lYn• °M~~NNM: nanro; o~ nI'1. NN• n~• oonoe<np. Pl o o Woo N W O < n ° y M ° V N N W Q fh N (r N Q V 0+ ~ < N 0~ l•1 W ° N f~ N p T o W iy to a iD • n ~ aD o • n n • • ro iv ~ N iD ' M ~ n t` • Nom • n M ~ o ~ V , MMf'!nn nnZ yy PPiD iD fy l'INfOnnZ 2 n fOn V NIhMY nn MiD n100 n nU7n CI• l'1• n,. ~0 ~p nNn ~D o N~~ 7••N PV7• • f~ ~ZZZZ2ZZZZZ yy 2ZyyZZV1y y ViyZZ yy ZZ yyyyyyy yyWOyy yV1yNV1 iDW NyyyM Nl'1 ..My`DW2ZMMM70ZWiDNoo°MI~P~ON pW.. ~O pp ODWiDNONNNNn n P 2 Z Z Z y V O y W y O y y Z y N O 7 n Q y y y y y y y y y y y y y y y y y y Z Z 2 Z Z Z Z y y y yyy 2 2 Z y y y Z y y Vi y y y y y Vi Vl ,Ld~96~ _
oWq r M,LE,64.6BS
I W J I
W I Q I
~ T N iD N M N N M N T V N iD N M M N N o p M N m W~ 0 7 Qi iD o iD M W~ W N f~ n o o W N fP W O~ f W N W N f W W fP N W O n of o iD o o f>` W M o M? W M W N i0 Oi N ~0 W T O iD Oi iD n n V N N T i0 M N i0 W W W W N fh !n Qi iD p o f•1 = M n O P<~< Y N 7° CU ~ N It1 Oi O n M N W C N n Q fig N C C N n 7 n .y o W l7 N n f~ < M N o M N M n fT fh M n iD n< o W N n n t` rl N° iD ? N t` Qi Oi T o n n Vi ~ r iD a ^i W ? N o O lp o (7 N n v n M n M N Q+ N o n O, I p ~.via~an rnci ~ oon~or;rifoal~ o~nioa~vinn W~ri~aoaeW~,~~;ao~i~c~nic+ao^'111~ToNODU)PI~I7N~W~"WI~°C)^~^'f'1f~1~WT1~W''I~iD,~„hR1Y1~"f•1~(IIOD^'W~I~f~f~ pjl7 1~ ]p
W 7N~N NN~pNNNaNNMNN N••MMa NaYMNNM M7N•"nvafPNiD Qin nM..Mnaf9 NMnv n.. n aM M iD iD TN WnW"W0.1nWTWVO+ ~ n I w Z Z ? M lO fh N n f N n n n N ? p N N f7 M N W n N q N 7 M N n Y I uw~ oW H °00
J J _ ~ ~~m I N~a I o asw
f~° 33 m~ NM?V1 iDn WfAO~N~a~~~WNO NMVNiD~Wmo-+Nlha V]WnWTO^'Nf77niDn WOio Nf7ONiDnWp+o-•NM7n Wt`WTO~Nl7aniDn WNO-•NMenlO~Wmo-+NMVn.nnWmo~NroaniD~Wmo~N.M. .a. I a° JJJJ JJJJJ NNNNNNNNNNMMIiIf•)f~Mlh fhMl•1~<ateda<dfnNNNnnnnnVl iD~ nnnrnt`nt` W W m WWW WWWQ` mmNmmmmm,_,„00 °00 °00,'•„..titi~ iDNNiD iO iD iD iDnn W T oo (
J-~JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ JJ JJJJJ Z JJJJJ JJJ QQo
N I
I
I
I

r r ~ o r- r, O 4
N c} N z A
A ~ ~ P4
~ wJ > wJ N N C14 C14 0 0-
Q Z w N~~ i0 ~ = N~~ ~ 0 0 O Ul O~ V ~ JQ ~ p O JQ w
F a ?Q Q a Qoo w p= o Qoo z ~ 3 3 oz Q m~. a Z ~wQ o z to ~wQ o z ~ U U U y
D C)
~p m0 w ~ p~U UJ ,w O pro wN~ Z O~ ~ ~ Z J IiU~UF- ~ Z •J pUap U` 0 A U a
OW W pW Q w Q~Q OQJZQ QpQ Q~ Z z
U ~ ZV p pwZ ~~mQJ p p~Z Q~NZ ~ I~ p Qz J wow Q p a J Q w w pwQ Q
WO W Q Q WU p~ O wU ~ ~F- to (9~ Qf/i0 NpW QUY~ZQ ~ U1~U p~~W W w
a z?- 3wa aU mpow3 a ~pQa U p ~ ~w ~a~ ~v o ~ Qp ~ ~ ~v~io ~ QN~ C) ° o W
0 ~Q Q w VaU •~zw JVQ'Z o o'~zw J~~J w > >O O Q>> ~O O ~W ~ Li ~ I
Z~ J U ~?RpQU(9 Q p~ ~OQVU Hp - _W ~ HQI-+0 Q ~ p~fn UI+p Q 00 V) II O N O O w I ac
..p Q O (n~(n.-WwZ_ (nwQ ~ Z.-WwZ_ Nw~J w ~Z ~ ZZ ZpZN~~Q ZQ~Op ON~~Q zQwQ ~ .-r O
O_ Zp(9 O O ~Qm - ~ ~ m ZO(~ _ w~ U~UZ_ ~U U UZ_Q Oda
UZ pm0 ~ O 1-p O U O 00 }p ~ UOU w 0 O O Ow 000 Ow ~ N
O ~~0~ 1-~F-F~ ~ ZF-+F- F~ ~ ~Z z J ~ ~ ~ ~ Q I-~ mp ~Q 000 Q ~w~~ ~ O O ~N~ O~"~ O F- O
a3VOQa~` ooo~o~n~ ?-~o o ~NOU~~ U-~~w 3 zo ~ o- ~ ~Q~ U a~-z~- U ~QN Q aoz ¢ ~ A
_~w~UO~a U3V~U QWUOU Q~U awQQ U Q=Up Q Q QfnJ ~ WQ-Q Q(nJ W J W HQZV~NQp ~H~W~wQ ~p~Q~W~W WQ .~p~ p W
a J~ a F~~ ~-a per. ~ ~ Z ~a pz• z3w a CL
I-~pZ~I-Z Z~ZZZOJWZj~ZNZZOZZOJWWOMOWN ~Z m0 ZQ •O~O OJJ>O...O O U OJJ>UvV>J 0 z
O~~U~OwOU U~U~QWU U~V~ ~UNQw wm Z ZUZZ IiV~+ p H Jam= p~0 H H JN2 0 ,WQ ~ 0
,00 .Z .Z ,JZU .ZOZ~QZQN~MJU) ~ U~UUNm~JN~QIt7WfOQ-Qf~~00l~~IW.-W~ _ U Z ¢ Of
\ Q ~ 0
LLJ
/ ~ ~ ~ !n / a' Imo- >
~ / Vzw ~ tnw~ ~Li
/ / i~ W ~ \ , A p a ~
~o z
V UQ ~ =p~ ~ ~ J ¢ a
0~ WN ~ am~ ~ ~I I w Y J Q'y J
I I I J Q J E
Qi ~ ~ ~ I v ~ v`.~'~ - W
\ Sam / w . I ,mot ~ a~ Q ~ LLJ ~ w O
J 0 W U
O dam \r i \ om, ~L Q ~ a oN ~ =o
, ~ „ ~ ~ 'V Z ~ z U) O a O
\ ~ w x~ ~ o~ ~ U 0 a
z W
a~ ~ 1 v ~ ~ ~v \ w rX
' ~ ~ z ~ ~ ~ , I / \ a v v v v' ~ v v w i w O W
~ ~ ~ 1 i I v v v~ v 0 0 I 1 ~
~ ~ ~ I A V W W ~ I i ~ I / ~ H > ~ ~ n (w ~ O
- - W W ~
~ ~ -'-s' ~ i ~ J r w
a~ ~ ~ ~ i
d - ~ - ~ ,m ~ ~o N pq oU cn ~Oa ~ A
~ a / SO
' ~ / ,~i ~ t / / .ii ~ / t ~ i/ ~ ~
/ /~Mi'/ / ' /%'/t ~ / `~n ~ / / F ' / I E~
~ ~ J - w ~ ~ ~ ~ : ~ ~ °o M ~ O
sip" ~."Y / q _s t'~~ r~"+ N kn
ozo ~ ~ l / ~ ? ~ V ~ \ cr, ~ V
~ A I ~ I / ~ ~ v v w ~z~
A ~ / / ~ O I I I N
~ r ~ _ v ~ = ono > / ~ - ~ €m ~ i V N
W 00
r ~ _
t i A v_, i t_~p A~ -
/ it i / ~ "i'~ I 7 I ~ i 1 f
/ ~ ~t \ V ~ I 1 ZI I ~ ~ ~ ~ I r- ,```~~~~ri urrrrrr~ 4" ~j
~ ~ i N~ / ` / ~ ~ ~ / / ~ I
~ ~ ~ ~ _ ~ t\ N~ ~ / / ~ a'm / _~i I t rY /E - \4 A` ~I / / / / \r\\ I 1 tad ~tOi / I t I I 0
~ - - - 1 m f ~ / / J 1 I / I i t I ~ I ~ ~ ~ ~ I j 1 8S
~ / / z/ t ~ / I \ Q o~ it t I ~jNbl t ti rc / / / ~i ~ i ~ ` ~ i L / ~ ~1/ ~ I <010 t f l l tT i 1 • f ~ V I / W / / ~ ~ I
~y o~ ~ ~Zl I ~ / ~i I ~N~ I / Nd / / ~ i ~~~`rT 1 I - 1 ~ ~ ~l t / ~o / , Kai I I ~ _ ar ~ i I F i t[~ I i~ ~i / ~ ~ ~ A i w 0.1 cv cs: 4=
zz~o t ~ ~ ~ ~ ~ / ~ / / / Ir"1 J~I tit / / / / iii ~ ~ ~ 1 ~ I "m v~` `v obi ~ l `,L? / / / ~ 1 <K_ ii r l / ~ro / v f~ ~ 1 I , ~ ~ ~ /U / / ~ \ I
\ / / / ~ z o ~ ? l r l l J ~r~ r / I I B~ U
as ~ ~ o ~ / / / ~ / /~i i ~ / ~ id / ~ ~ ~ ) / t/ ~ o~ <p K V ...e ~ ~ / tk i I /.-U / / i / ~ ~ ~ / / ~ l em R \ \ / \ / l l / l ~i f/ / IV ( i / / / / ( _ DIY ike A ~ t ~ oC i i A ~I / / / OQ!~ / ~ / i / / m ~ / i r I ~ / ~ W ~i,o i
t v ~A\v ~ / /Z ~ ~ K / / ~ ~ ~ / / H~ H.- `v ~ ~Av A~J, v I / / OHO W i / t-pp d l l / ~ i 1 / I I ~°o ~ /3c~ A / I ~ i N C ~ J l ~ t f I I / /
I l FONT / i l ,,TI I I ~ ~~C ~ ~ I ~ / O 1 N ~ / / Jr °o~
~A e ~ ~ V I I I I l~ + l loo/ / • ~ ' d _ ~ / ~ i ti \ / I I / Un o~ / E:/ ~ ~ ~ V I I I od i / / ~ ~ n 1 1 / , I` r v ~ o- ~ v 1 I p / l r i - ~ , l ~l ~i, I I ~ ~V A ~ f 1 I / / I I I i l~ / NN / / / ~ i/ ~ Z. M 'I l l l I IV (iC V I tl ~
v ~ o ~ / I I I~ l i / / U~ O• r 1 I t) ~ ~ v 9 I I I / / / , n 17f n a~ A I ~ I \ a~ I I I / / / / m/ f m.. U ~ 1 / 1 \
~ V I/ / / I N / / i H~ v ~RS I / I /f ~ i ~ _ I I J / / _ t ~ o ~ I / I I ~ DU V A - .27
1 I ! N / / / 2 I ~ ~ v v~ ~ 1 I I I / / l I i t ~..I / ~ / ~ wio ~ ~,~1 I/ I / / ~ i I ~ <FZ V 1 V A A X 1 1 1 1 1/ I I ~ i~ ;I I i CMG / tf _ LL'N / / I// / / 1 ~ I I \ / ~U
V 1 1 I I 1 ~ r~ I l' A/_ ` o ~ r i 1 1 1 V 1 V ~1 1 I I I 1 I I ~ 1 1 i~ a ~ ~ +1 I l/ I / / \ ~ / /~z' I/ I I I I "'f ~ o l~ _ / > I ' 1 A A ~ 1 1 V I I I I I I ~n r j l I i 1, ~ l l l l l l ' i A ~ 1 t / rc~W+ 1 I / o /
I I I ~ w ~ ~ 1 1 o a z I 1 1 V I I I I ~1 I' I t a i ~3 . I, ~ r ~A l l I l V A 1 ~ / ~p ~ 1 1 I I I I~ + ~ o l~ mgt v I\ t I~ / / i~ V` m U I Y 1 z ~ O~ / I / I /
1 ~ I I 1 I I I I / I ~~yy KN y 1 I / ro e / / 1 ~ / o f 1 , 1 I I I ~ I, ~i / t+y-_ ~ ~ t i i / / / / i i 1 i ~ d i l / 1 A I I I 11 I I t~ I~ I zl ~ ~ I _ 1 I„-I'`~I i i / / l I i t 1 i / ~ z~~ 1 1 I ~ / ~ ~ , / / i A A i I / 1 /
1 I g ~ t ~ 1 Lzi - I / Ems- 1~ V I I I I I l l l~l I l r l tl ~9 / ~p I •Ac'"C~I I T, i>r / / / l i i A i ~ o^~ I V I I I I I i I z N W 13-~ N. z V / ~='%'1 1 x/ / a/ i' I I I I I L.,. 1 I I I I I j I ~ ~ \ / I I ~ ~ _
N \~O I / I I I 1 f~ u~~$ t7f n I t F- 1 ~y ~ / / W ! r r ~ I i ~ / / ~ / / r t l I / I 11 1 I I I ~ b l / I I I I ~ ~o I / / I I I. r ~ lo• ~ f ~ ~v t / ~ ~ ii9 ~ / / / ~ ~y / / i \ 1 I I ~ ~ / ri. I l / I ~ I ~ I U vt u> o r r 1 l a E 1 I / t l l I I I I I ~ o ~-r / I I I t t/ / ~ t l i
o I I~ I l k t i m `v~~ 3 / i~ l i/ w o /W/ i I I / / ~ / i • I / - / I I I 1 1 I I I l i r l ~ a ~ \ ~m ~ 1 / t 1 1 1 1 1 t i/ / / l J; I i ~ / / ~ i i °a~ a / I ` I.~ ~ l~ - ~ trol r / l r I I i i t I ~
l l( I 1~I I , I I t~ ~ v I I I iL I I l 1 r r'' I ( / / / i ~ i i i ~ _ I d l ~ 1 f , i t ° i I I ~ ~V • / W yl l / / ~ / i / ~ I 1 1 ~ i~ ~ ~ I 2 1 t 1 / / / ~ i / / ~ ~ i t
\ ~ f r ~ I / I / i ~ i ~ , I I I I I l l y 1 1 ~I I t ~ 1 mw / ' i~ I I i it i / ~ / r ri 1 1 / / i r r l I A l ~ 1• p - V v I r I i i / / t i `I I l I I I 1 V A ~ 1 ,1 I V 1 1~$~ l / / i t ~ I I i~ i i / / t i / l ~z i i , rr I ~ ~ d
~ _ ~.1 i 1 ~ ~ F w I I 1 V A l ~~t to I i l t i i ~ / ~ t i ~ d---- t I/ ~ / ~~f/ i i I o ~od~e
I ~ 1 V 1~ ~ 3 ~ i~ 1~ 1 I ~ t i ~ r l / i i a ~ I 7> wn~f i o~~ I 1 ~ \ ~ 1 A~ v ~ Q ~ '~F r- I + ~ I ~ , ~ ~ i /,~'i I ~ ~ ~ t I o ~ oo. ~ V A A \ ~ 1 Ai vt "^•a-... <~Z~ ~ i ie I ~I 1 y / i i / ~ / r 1r / ~r p / w ~ K v A _ 1 1 Ha / , / ~>o =)L i o ~l Mai Z z i
I ~I I 1 = l X \ V A A \ ~ v v vz3 ~ v ~ ~U1 i~ / / ' N I I r i i / ri it l l l / ~ ~ ~i l i / ~ 33~fi I I 1 w~ 1 \ V A S \ v v A 1~`I. ~w1 1 /r I ~ ~t l l r i l ao~ A A A ~ V / ~ l 1 / i i / r l l ~ i / ~I,r- l+ ~ w a0 `j30W~,/ CL W m Q 6,w
I I =o~` \ \ v A V A \ \ i~v 1 I I I~~~ 1 ~t t Q 1 ' / ~ / a~ ~ r` , ~ ~ ~ / / / ~ / / ~ z°° / °d dcWi w ~ ~ I _ ~ V ~v I 1 s ~RZPi 1~ ~t/ ~ i i l i /W / i r~ ! KWm I I I \ V A`w V \ V A \ A ~ ~v ~ A I I I I lvr / p V ~ h~ \ 1 ~ i / / ~ / / r ri / ~ ~ z / ~ ~ / / / ~ ~ (1 44, J~~ I n rc / z I i ~ ~ / / I / , / ~ ~ I I I I I 1 \ \ ~o A\ V A V v v v `v 1 I I I I~ T~'G ~ /<<v'r / /iw~~~(rn~ A A i / i r f l a / ~ ~ i ~ ~aNg.di~
v v I m~ ~ d ~ / ~ / ! .l / 1 ~ v v v v ~ v I z rr o~ v ~ / / i r l l ~ / , ~ t/ i / / I I I 1 \ V v v ~ >v A V I 1 I < 1 •A U > 1 , , / / / , , I i r~ / / / ~ ~ rx It N g'Ir, Lli i~ `s
\ z, I I 1r~ ~ ~/I> ~ V i/ i / / i r i 1 1 / ~~u / i I ~ a,mA 1 I I i b i I - / t I / l ~ I 1 ~ ~E=0 A V A 1 ~ I -r1 o zzw>o~ _z ~ ~ ~ ~ / i ~ I I r 1~ o~ ~i L'a mmo~ / =w 0L a / Eames
~ / ~ 1 \ V A 1 1 1 I ro : x_~, - o~`v 1 ~ \ \ t' / / ~ ri ~ I I / ~z / ~ ' 1 ' I t ` i \ ~ ~i ~ ~ r ~ i~ 1 / l v ~ r m. i I ! 1 A 1 ~ 1 I I I ~ -v''i` ~ i~ i I ~ r' I I ~ T rn l l l i+ I n ~ I 1 1 ~ 1 1 I I I I / V ~ `ti ~ ~ i l 1 / I / 1 I 1 ~ it nl ~ i i n N
/ ~ I I ~ I f~ O N I I 1 1 ~ ~ ~ V ~ 1 ~ j- / ~ t l / / I ~ t I Q~ ~ / i i t I ~ ~ 1 ~ I ~I I I I ~ ` ~ ~ ~ / l ~ / I I ~ I ' / ~ lye ~ I I N
1 1 ~ X 1 1 1 I ~W I I ~ I~ , l. I i i ~ I I / ~ ~ t / ~ 1 b. I I ~ ~ ~ t I I ~ l~ Irc.l i / ~ I ~ _ ~ __I -t 1 1 I 1 1 I I I I I r i ~ H7~. ~ ~t\~ t / I ~ i1 1 I~ ~ z y~m i /z i i t I i/ I l
1 ~ ~ I I I I /.~/1 1 I ~ 1 I /UI _I>M ~ I l I I ~ I ~ I ~ ~ Y ~ I ~ f I I I E J W / N ~ 11 I 1 A I ~ I l / / I I I i h. A ~ d I ~ r r 1 I I I I~ ~j z ~ i ' i~ I I v EEs
- I'~. O . ~ ~ ~o - - / 1 I r / I ~ / l o ~I I I ~ 11 Y aeei I I ~ I / / I / i~\ 3 t T ~ , r I I i _ / "2 t t \ ~~o Li.l Q I I >G I / / / / / I I / ~ U A / ~ / < << 1 h Fl l i o ' p i - v i ~ti t I ~ ~
U' W J I ~I I o l / / / o` i 9~~1i I l ~ if ~,~---~.t..__I li ~ ~ ~ ice` ~ t v I - _po.... Z I o~~ I II I / / ° J / i ~ t / / rrt l' _f___,.l ~ / i / ~---K~zi i t~ / / ~ l r i E ~ W 2 co 1 ffiwo / Z0 / o
Q Ow I ~m~ 1 ~ ~ ~ / I / ~ , ~ ~ t G-,a o~ / / ~ ~ ~ ~ I a// ,zwz ~ o~et _ / 7 I z~m~ I ~ ~ V v I i ~ A~~ A \N v ~ tV t ~t r / / ~ ~ 's _ V 1 - / ~ raj / r
~ ~ / I I wok 1 1 \ A ~w ~ v x~ \ 1~ ~ i t R~ *~~d._..___.._ _.~.~,L.. ,_,...Lt 13i~ ~ i~i~ ~ / / V ``m. 1 / tea/ / o~ / 1 v ` V I I< -F /e / / / i l i ~ i / / tn~ (n 3 Z ~ - o e I I 1 ~ ~ ~ ~ V A v ~ \ ~ , A 1 3 z i ~ „'~i ~ ~ v ~ \ ~ t / ao / r1 ll / / / / / i Z ~ I / ~ - / ~ I .v ~ ~ 1 ~i / i aWi~~-~
fir, I IC V / ~ i ~ / / Q _ 1 ~ ~ A V ~ A W i W { r r / 0 ~ ~ ~ f- - I 1 V A v v a ~ 1 I W> r~ mo Ai t i ~ ~ ~ / / v, ~ as /lal W / a
O ~ I I I ~ v 1 1 I iz m~~ iw ~'S{ e + t ~ ~ / / / / a 3 w ~ ~ ~ ~ i ~ o- v v ~.p~ I i z~ ~ ~ a - ~ v v v ~ i l - 5 ~ ~ ~ / F-' ast I I I I i V A A V A 1 I I I - ~ ~ t-~ A A i ~ /<O ~rir i~ l l ~l / / ~ / ~ y i~ iz~ l ~ A~ iA~ W W ~ I I ~I ~ V o ~ 1 I / ~Fd i-- oD A i t / m"'~ + ~ d' / / O/ 0 / ~ 1 ~ G / oa
.~i / ~ sm~\ V A A F-Z ~N i A i r i t ~ l l l Q"'""'. V ~ 5~ ~ ~ ~ W ~v I ~v ~~~oA A A A A I`~. ~ `v i'~j i ~ Z ~ \t y ~ ~ V~ .i ~ tt t / y ~ / i ~ ~ \ ..i ~ ~~aK®p I l 11 ~y \ .
me / j V v A I I`4,. / ~ ~ ~o~ ~ V ~ `t j {..y .i ~ rd I i A ' i W Z ~ v ~ >w~~ V v~ I I ~ m~ v ~`v ~ ~ ~ ; It / i ~r~o orc ~ i ; ~ c dipp
~ ~ ~ I
W O m ~ A 1 ~ / o ~z~ I , ~ ~4i ~ ~ ~ ~ x v 3 ~ A \ i 1 1 1 I A v v ~ i i i< A \ i~ l r /t I i i' l i Z t U~ ~J ~ ~ A I I ~ ~ 1 ~ v _ / ~ ~ / 11r r~l I / ~ ~ ,i;~' _ t7f . ~ t ~z I I ~cn
W W~ - eer ~ ~ 1 ~ 1 I ~ ~ v_, / / ~ro y~ A l ~I~ i ~ !,..,,,ice' ~ ~uoi~ \t t ~ ~ r v ~ ~ ~ ~ t W W U W ~ \ r I I y m ~ pal I l / ~ ~ ~ ~ I / F i Id ~ / ~ ~r~ ~ \ ~ I I W I dI / I d I 1
> o~Ei I~ a ~I ~ ~ I I~ / i , i ~ - v v I I W ~r1 I I ~ O~ o i
p ~ ~ m~ 1 I ~ v v ~ I i I I oo ~ l I - E a' ~ I v / t o ~ ~ ~ ~ml :x I 1 I ~6 ~ co i ' z;ow
~ ~ i I I ~ ~ QQ„ v,-- `vi I,' - t t ~t tl / ~i9` ~ ~ i ~ ' ~ \ r I i J X D a - o ~ ~ ~ 1 ~ I I o~° ~ 'ti' v - t l I I l t t / /x ~ i i ~ v i~ i v I 1 1 J - U W ~ ~ I / / ~ t I l V A t i ~ ,,r i i A \ ~ I J~l I l
3 W ai ~ ~ ~ / ~ a ~ ~ ~ a , A I \ ~ _ /m ~ - ~ n / Q Q ~ l l ~ ~ - ~ U ~ 1._ A ~ n..~QeiliY'/ ~ ~ (i / i 1. i i i~. 11 hRl N N ,a / aEa ft-2 q.
\ ~ ~ m r~ ~ ~ ~ v ~ ~ ( \ ~ i ~ v ~ ~ ~ ~ ~ \t V A 1 ~y i ~ i~ V + / IA U1N~ / / d / / ? • acrn~ CWm O
d U) J ~ v ~ v v ~ ~v v n~ _ ip I - ~ / / i /
w z v ~ v ~ v ~v ~ ado ~ ~~v ~ A V / l / I / ~ JJ V ~ - ~ ~ / / ~ ~1 W ~ ~v v v v ~ / ~ ~ ~ a^( ~ I I \ / 1 / o Z Q' - - ~ i~ / ~ / a/ ~ /
\ \ vm
lilj (~U v 1 ~ ~ A~ ~ ~ v 1 / / ~ ~ \ I ~ / v wy-~ X W I ~ / / ~v ~ 1 I I / ~v i 1 , r I / - v
~U_ Z v I I / v I~ _ rtt ~ \ ~ I A ~ - > - V - ~ - v f ~ I 1 i yN
O v ~1 / ~ I rn to-
w \ \ ~ / ~ I \ a"n i ~ \ / / ~ { ~ ~ mNl~l - --a^O m C14 N
U O v ~ 1 v _ ~ o A \ 1 I 131 A/ / o/ ~ ~ _ ~ I I t ~ .i ~ ~ ~ W W v I v ~ ~ v~ 1 1 V 1 I I I I ~ /z~ ~i:'~ ~ ~ I ; ~e -.az~zvv ' r U~~ \ W\ =1tM ~ \\J _
W~.Y~ V v I w~I 1 / ~ I, I ~1~ 1 , 'emu. .t U 2 2 Q~ 1 v v~ A 1 1 I I I Ix 1~ o ~w/ w/ ~ I t I i c
1 V A ~o I I I l /1- ~ / ~ v I A ~ v j~.i 1 ma I ~ ~ ~ I I / v fY W \ 4 \ \
v 1 a~ I I I UT~ ~ t I~ I I s / i ~ZV~ ~ \ ~ A I ~ / v ~ v \ \ W x ! \
~ 1 ~~m I ,p 1 I _ I~R
\ ~ V I so 1 ~ / / ~ / \ ~ 1 E / v N ~ ~ V A Ipsl I 1 _ / J I S~ t ~~V A
\ ~ A I 1 I \ x~ou / / / / \ W I ~ U~.`~ f~ ~ N V 1 _ _ / / ~ V I 1 I T"~ ~ i ~ 9 \ a,W'
1 I 1 I \ - (rf I I v'~ Nv a 1 \ n \ \ ~ E! !f~ o I
V 1 1 \ ~ ~ / i ~ 1 ~ ~ z \
V vv A V 1 v v / ~ I ~ ~ ~ \ z \ ~ ~ V ~ _ ~ I / / p .1
W, rp ~ A 1~ ~ - / 1 I I I I .I I II / iW ~ ~
V A V ~ A~ i ! ~ ~ / / ~2 ! a \ ~ V ~ ~ ~ I 1 ! ! ! ! \ / ~ f,'
\ / i ~ ! ~ ! \ I I - ~ /t/ GO / J
\ i A °P / 7 v vv v ~ ~ ~ I \ ~ \ v v A ~ f~~~ N ~ ~i/ /
- 1 v m ~ ~ i _ ~ ~ J/ a9ei - ~ V A i\ V 1 1 / / / i~ ii a v1 ~
v 1= ~ v ~
_ ~ 1 w ` ~ ~ ~ i / o vv 1 1 1 ! I I vv~~-~v _ 1 ~ i i i
of v I I ! ~ i ! ~v _ 4/`/ ~ / i ~ ' v 1 I ~ / i ! l , ~ ~ ~ , ~ ~ / r ~ ~ ~ ~G T ~ /
~ ~ v I ! ! v v ~ v, I ~ I r ~ i~d u T 1 / on-A.
v v o f 1 1 v v vv v v v v loft,
I ! v W i v v 1 1 v~ v v~ 1 v 1 ~ v -_v ~ . v v v v v v ~
~ 1 1 I , LJ iiv 1 A \ 1 vv ov ~ v v 1\ 1\ 11 \ v I I I `---vJ'1 1 ~ 3 v 1 t l v ~a~ 1 1 1 1 \ v1
/ 1 \ \V / I I I V I/ ~ 1 I 1 ~AWW1 1\ 1 \ 1 \I V I ~ i~ - V A 1 I tDl ~ 1 \
\ ~ I \ t v A I I~ v I zal 1 1 1\ 1 v V I ! ~ ! 1 ~Pw 1 1 1
\ \ 1( ~ auk \ 1 Y 1 Z 1 1 1 1 \V AI II \I E \ \V AI ~ ~ A I
I I V 1 I ~ ~ / X 1 1 I l i ~ 'v 1 1 A ~vx \ I ~ ~ / w I I I I l l I I I I~ \ I ~iK J ~
V 1 1 1 ~V AV 1 1 I/ 1 ~ 1 I ~i/ / I ! I ! 1 V 1 1 1 \ 1 ~ 1 I / ~ / ! I I I I II LY
v v v 1, u~ ~ i i
1' i~~1-Y~ r' / /
1 I~ I ~ i A ~ I 1 v v. I ~ ( ~ ~ ~
1 I 1 V~°A \ \ 1\ o oy ~S! I.
o I v ~y `H, v v v v v v v I I I I 1 v v~ ~v v vv v v v v vv
I I I lf~~~ I I I 1 V A ~`'l \ \v \v v v~ \ \ \ \ \ \ \ \ \ \
W I I I I~ m I I I I~~ I 1 ~`'A vv v v v v vvo U I I°~~m~ I ! I 1\ ail V 1 v vv vv °a
Z 1 i3al I f 1 i \ \ \ a~ \ \ \ N V' W 4 \ \ /
O ~ O 11 I I 1 ! ! ! / / ~ \ \ \1 ~ \ arc
~ Z Z ~ Ur ~ I I 1 I I I / ~ ~ . / ,i' i•/--, I I I \1 ~w ~ Q W O U Z Z Z J J I L ~ ~ ~.-a I I I 1° I I I I / / /
I I I I / I I I
~ ~ ZO U p Q ~ ~ Q Z Z I I I / ~ ~ ,~'7 ~ .y~, l ! I y°i / l I I I / l l/ / /
c~ d- n w ~ w w I Q I I 11 v v ~~`v v ` v ~v - ~ ~ ,
N ~ ~ 2 1 1 v~ v v v v~ v o co rn ~ ~ o U U 3 1 v v v, v r~ Q+ ~ d w Q z o z U 1 v 1 v v v~~M~ v v v v v ~ Y - ~a ~ V t
~ ~ J ~ ~ W C7 2 ~ ~ ~ Y 1 1 \ v ~ ~ m 1 \ V~ v v I ~ ~ W V !n F- H W w O ~ J Q W W U O~w 1 1 v 1 0~ vv 1 vI 1 v v ~vv v 11 I I I ~
~ ~ ~ z w ~ Y w ~ ~ U Z Z O a Z 1 \ \ 1~ 1 1~ 1 1[-4 ` 1 1 ~ ~ p ~ U w O w Q - - ~ w w~ I 1 1 al I a 1 1 1 1 1 1 1
(n I I ~ z O W U w Q ~ o w w ~ z ! / v 1~ 1 I I / I 10 1 1 1 ~ I 1/ v- z ~ 3 3 z w U 3 / v_ i - a-- - 1 1 1 1 C~ I/ 11. I I !
U ~ 0 d m ~ ~ a o z ~ F a - -r 1 I I r I I 1 1 1 F-a I 11 1 1 ~ ~ J J Q U Z Z W W _ Q W W W Q~~ 1 1 I I I I I IQ l l!! ! I/ I! ~ Z W W H J O Y Y li wH I I I
> > ~ Y ~ H I- J m ~ d. ~ Z U ? H !n 1 1 I I I I, 1 1 I I 11 I!// l ~ ~ ~ ' li I 1 ~ I ~ l I l f Q Q I U U (n ~ ~ O I Q Q I' I I I I ~Q~ I 1~ I I! !
~ ~ ~ d O ~ x x z O U ~ d w H w o ~ w I I I I I~=~° ! ! I, 1 1 1 1 1! I ~ ~ ~ (9 C~ ~ ~ H W W (n ~ ~ ~ ~ m Ul (n Z p~ / I I f I ! ~ ! l ~ i I l i l l!!! ~ 1 I I l I i l 1 1 I I~< I / / /0E E /
~ ~I Q~ I i I I I I I/ Q~N / ~l / / I l l! 1 I l i l 1 1 [ / 1 1 I I
~ ~ C9 I I f 11~~ f / / ~ I I I i t a ~ ~QZ I I I \ V ~ ~ ~ / ~ l I 1 ] - I i 06;' /
~ - I I v~i o In w I I 1 1 I I I 1\ ~ -t- \ M~ L L
- I I www 1 t+t--I 1 H H N 1 ~ I I I I I d 1 I _ y' ~ l v
wow I /I ~ ~ _ I I 1 z~~w 1 I I ! r ! I/ ! ~
w ~ Iw I I I 1~
U J ~ I I I I I I I I A ~ ~ = I I ~ w H II I I I V I I I I~ti~ 1 1 I) I 1 v ~w v v _ v
~ I I ~ ~ w ~ w 1 I) I I I! I I I 1;~~° 1! 1 1 v~~~ v
I I ~ ..~~-~Z I I 1 1 1 1 1 1 1 I~r~~ I~ I ~v vv - I I ~ U~QQ I I~ 1 1 1 1 1 1 1 I E;~' Iv v A;~m~
- I I ~ . J I I 1 1 1 1 1~ v 1 ~ a°m~ o~3Nm I 1 ~E 1 ~ I I z I 1 1 1 1 1 1 1 1 vQ v 1 1 ~Qo
I I I I I I I I ~ I 'a
1 II i I I I I 1~ 1 ~ I I, ~ ~
/ 1 ~ I ~

VICINITY MAP
( 11 Not to Scale)
LEGEND
GRAVEL CONSTRUCTION ENTRANCE
@
GRAVEL INLET PROTECTION
6)
RIP—RAP OUTLET PROTECTION
(ZD
ROCK CHECK DAM
TB TB
TROUT BUFFER
I I
EXISTING CREEK
--------------
--------------
EXISTING LOGGING ROAD
SINGLE WALL HDPE PIPING
DOUBLE WALL HDPE PIPING
RCP PIPING
PROPOSED CATCH—BASIN
RIP—RAP LINED CHANNEL
BLANKET LINED CHANNEL
STACKED ROCK WALL
SF_ SF SF
SILT FENCE
ALFRED V. NEFFGEN
ANNINA V. NEFFGEN
D�16, 782/ 57
R -1C
JOHN WAGNER\
D.B. 884/54
R_lC SUZ JOHN WAGNER
ANNE MARIE EDDY
DB 8812/431
R- C
RAISOR DEVELOPMENT GROUP, LLC
I IN I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q_&-786/BA9
IN N N, I I I
.. ... .... ....
- - - - - - - - — - - - - - - - - - - - - - -
I I it � : ! I ; I
. .............. ...
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO COORDINATE PRE—CONSTRUCTION
CONFERENCE WITH ENGINEER AND TOWN EROSION
CONTROL OFFICER
ON
it IN N, "\V\ 2. CONTRACTOR TO INSTALL ALL SEDIMENT TRAPS AT
- -------------------
BUFFALO SHOALS ROAD.
VISTA INC LTD PARTNERSHIP
It
4 - 0 __
- - - - - - - D.B. 842/ 29 3. CONTRACTOR TO BEGIN CLEARING AND GRUBBING
IN RN -S 110,
R-lC
IN
--- -- ----------- /01 LURELAND DRIVE FROM NORTH ENTRANCE TO STATION
// ///�­ 1// /,///,//// //N//
- - - - - - - - - - - - -- tic
-------- 21+00.
''ll t I I I /I
4. CONTRACTOR TO CONSTRUCT WALL AT ENTRANCE
I 1 11 1,, li''I; it
Fr- - - -- - - -- -- - - - - - - - - - -
I I , I \/\,/ I Z AND FIRST TWO STORM DRAIN PIPES.
5. CONTRACTOR TO CONSTRUCT ROAD FROM NORTH
ENTRANCE TO STATION 21+00.
It
------------ --
3: 1 Jill TRACTOR TO IMMEDIATELY SEED AND STABILIZE
6
rr�py ..... I .
=�Y
N
1,8
I I I i IN\ IN I\
- - - - - - - - - - - - - -
v N,
N
A LOPES AS THEY ARE CONSTRUCTED. IMMEDIATELY
STALL ALL STORM DRAINAGE ONCE FINAI r-PAnp- i,, -
ACHIEVED.
RENE A GINEPRI 7. CONTRRACTOR TO I STALL MUDMAT OF STONE 16'
NANCY GINEPRI
D 8 443/614
R -IC WIDE (3" DEEP) 019 ADED ROAD SURFACE.
8. CONTRACTOR -1
,V 'll.,LEAR AND GRUB LURELAND DRIVE
FROM STATION 21-KOO TO SOUTH ENTRANCE.
LOT #JEV CONTRACTOVTO CONSTRUCT WALL AT SOUTH
TRANCE.
------- XiOt'll"I IN, 10,
_t IN I
I e,
N
ONTRA,#CTOR TO CONSTRUCT ROAD FROM SOUTH
A-ETIES 4-Ul A
Yil v\ UlfWANCE/rO STATION 21+00.
CHRISTOPHER F. WILLIAMS
It '1 11 CON�RACTOR TO IMMEDIATELY SEED AND STABILIZE
LISA WILLIAMS
IKI 11 1
N NN\ M
856
IN\\ I, \ 1 1,
60' ALL S�OPES AS THEY ARE CONSTRUCTED. IMMEDIATELY
47 HD- IN\ R -IC
1�6 r
M '011,,
V� ALL STORM DRAINAGE ONCE FINAL GRADE IS
ED
IN, INST C
WI
_3 Z AC
CONTRRACTOR TO INSTALL MUDMAT OF STONE 16'
k�\N\,\V I
nFFP) ow npArwn POAn CHDrAr'C
(3
- - - - - - - - - -
, \\\ — A
13. CONTRACTOR TO PERFORM SAME STEPS ON
-- --------
CONSTRUCTION SPECIFICATIONS ------ -- VEW - ----
24* HOPE
IN 14*;�­ - CLIFFVIEW LANE ONCE ALL OF LURELAND DRIVE IS
IN
Basin area and areas under the embankment
IN -
and any
- - - - - - - - - - Ni it it
STABILIZED.
I Wim if, N,
structural works shall be cleared, grubbed and stripped of IN
x
any vegetation and root material as shown on the erosion �2' Of\N,
and sediment control nlan
I IN IN\
%\
-off trench shall be excavated along the centerline
2. A cut - � - - - /I ;I/ fill
ON V'y /'k,/,
- - -- - - - - - - - j-- - - - - - -
of the earth fill embankments. The minimum depth shall be
7i - - -
2 feet. The cut off trench shall extend up both abutments
to the riser crest elevation.
- ----------
3. ------
I+
of roots, woody vegetation, oversized stones, rocks or other
Fill material for the embankment sholl be mineral soil, free
_!;0iI 60/ N
LP;Er7 -1
objectionable material and be sufficiently moist for compaction. ____ I i_;11__�
I --- 1), IN N,',i;�III
"4
4. Fill material shall be placed in 6 -inch lifts, continuous A 7RK
."w., IN
layers over the entire length of the fill.
Compacting shall be ..... ...
obtained by routing the hauling equipment over the fill so that -SAl 4 r
61 -.:iw J14/4
`
0 1 1 tow -
the entire surface of each layer of the fill is traversed by at 0
--- aw
OT­�/,
least one wheel or tread track of the equipment, or by use of 4320-.5�-_
a compactor. IN
5. The embankment shall be constructed to an elevation of
10 percent higher than the design height to allow for C—le M Moffit
\\\\\N,- IN,
N" I AOF
settlement if compacting is obtained with hauling equipment.
I
DEI 715/25
If compactors are used for compacting, the overbuild may be
reduced to not less than 5 percent.
\II- "Vo, IN, NN,
6 The principle spillway riser shall be securely attached to the
7
discharge pipe. All connections shall be watertight.
0
I IN 'I"',
7. The pipe and riser shall be placed on a firm, smooth soil. IN
0, 0 V
8. The embankment and emergency spillway shall be stabilized 'v
D Q, h
/1\ IN
0 9,with vegetation immediately following construction. R
9. Construction operations shall be carried out in such a
manner that erosion and water pollution will be minimized. RIPRA I'0
Cu
�WLVIII AN
10. )YF
L
Local and state requirements shall be met concerning
fencing and signs warning the public of hazards of soft
IMENT BASIN 5 Vista NC Ltd Partnership
sediment and floodwater.
D B 561/463
LENGTH: 90' IN N\`\\\�
WIDTH: 65'
MAINTENANCE IN"
CULVERT #12
(DR) RONALD WELLIKOFF, JR.
DID 446/622
R_1C
V
Y_
I - I I /;` I , I I I ii—, , \ � Vista INC Ltd Partnership
V
DC Ltd IP B 561/463
:Z HOPE
�?' OF 18
4
.'t—ship
v) �, /// /, -
qa 2-) G.s,,. Ed—c!
CULVERT #11\
1. Inspect weekly and after each rain.
C LVERT #108 D,B 538/603
2. All damages caused by solt erosion or construction
equipment shall be repaired before the end of each worki OF
ng 4" 5' 24 RCP 48' RCP -1
- _" -11 1
day. -17�,OF­_24- RCP ;' - ",'_ , 7
-i - - - - _�
-C .0
RA
is i4 - F
3. Remove the sediment when the sediment storaae zone * ­ '' 11 I,� -/ - -OF 11
1/2 full. This sediment shall be placed in such a manner thI
it will not erode from the site. The sediment shall not be
_0
deposited downstream from the embankment or in or adja(I
to a stream or floodplain.
\7
7 -
IN,
A'\:��11
NS
7-7
(A I Ui/EJASIN
V
NOTE:
1. COMPACTION TESTING AND FINAL REPORT
0W­\\',',IIISS�
IN IN
WILL BE COMPLETED BY SOILS TESTING FIRM
5
2. ALL FILL SLOPES TO HAVE STRAW NET N, ...... ...
BLANKET AFTER SEEDING. V_
41
tit I
0 1, C.—II H� L.rnh,
RoDyoro H Lance
IN I\%
300/37
T,
IN
- ------------------
-A CRE&
Z-
Wzi
Z
Ik
\�S ------
is
CATCH
t�l - - - ", � �,\\\ \\ V"
I, IN I,'
---------- --- tl� - - ------
W V� IN -- ---- ------
NNI 'VI`,I ",'I N, -F-r I I I
-------------
N; ol
Vo \ L
J I'M
PT N\ ---------- - I, I\ 0",
N, L -V& 0,
A'
'An
1- 77
7,,\, IN\ 77 �7�77�-
-------------- ------- J \14"7'0 P'' _-Z
---------------- IOU
- ----------------
----------------
----- ---- -- - k
------------
------------
----------
W
_RC
\V
0
-LOT��'-' 2
\w
4
Jack C M,r9l,s
Florence I Mino,s
D.El 510/129
R-1
I 'y SLOPE
XCRE7 s- - -
njoyanno H L.n,e
C7t\NN\\1\ IN 300/37
\0
N,
1.11 H. L.nce
-- - ---------
::— , I I I D,B.
I N� -------- R-1
�N_ -- -- - " " J, ,
7:: NI,
- --------- v
----------------
0 V
n\
------------- Jill Ill I;II III ----- --- ------ --
- - :�!A- - Ii\"N\,\\`N\N\\\N\,\\\� Z -------- -----
N A
S� \0 STRAW NEI
------- ------ ------ N
------- I IN "I Royonno H Lance
:7�! Carroll H. Lonc,
BLANKET C
D.8 30 7
�Ocf ------------- 0/3
-------- N-1)\), SLOPE
R-
----------- -
IN
N
EL
14AW .... IN\
"A
]NANG­ 3 /LO/7 ;M9,4, IN, II\\\\
14\ T I I IN
0
N/ - -----
STRAP
-------- >4 BA51N
z:: ��,5o 4 _1 R.be,t Rittl,h.ff
ll -is. H. Hobart RIPRAP OUTLIIET-�Illl r�
Cynthia Rittall-oh
1IRIM
0 _V7-- T 777�7 1
1% 111 836/206 1
------- Robert R TION
- \� ­ F-11- \ \_�111117 7i 0 IS 439/06 Rttl PROTEC
------- R-1
D 13� 43
--------------
R-l'
IN\"\ CULVERT #1
IN' i
31' OF 18" RCP
1711:-1 ZI
w\
IN—
CULVERT #1a
Z
IN _13A
I, v
A",
12' OF 18" 1
" wl RM
v�,
iBw'l� Richard W, Loft,s
Z "2X`0\\\\\\\\A L.r, Ann II
1-N
- ----- IN, 0 3. 758/774
WE�T�
- ------ ---
ALAN POWMMP
JOHN
3 //X1 Ul R-1
D 8, 9 71J:1��,
,E- 4� LVERi�'-,
-EWST LKII, -0
<
_R
W IN \11 " -1 1 1 /V �\" - --- /-/ I , Z
----------
14.V WATr ERT I
I N PKWW L
TEMPORARY
IRA Timal M WaLren,
771
Sabine Green
-------- CONSTRUCTIO
0
\D.B, 848/603
its", V/N� 6 0 f I Y
11 11 1;1 1/ ,42! CULVERT A R -I
23' OF 18' HDPE
LIMITS
2'-0' 45' R/W .11' 1 \ Nil I
(!3'-0- 01-0.— 1 01 -01. 21 1 .
OZZ 3'-0 COMPACTION REQUIREMENTS
1/4 / r I.,,, 1/4'/FT. 3. FILL SECTIONS MUST MEET 95% COMPACTION
(STANDARD PROCTOR). THE UPPER 12- OF
SUBGRADE MUST MEET 100%
�!4Fl Ll �Fl I! I COMPACTION(STANDARD PROCTOR). THE STONE
MUST MEET 100% COMPACTION AND SHALL BE
11 FROM A NCDOT APPROVED QUARRY. BINDER
"T P H AT AND ASPHALT To MEET NCDOT REQUIREMENTS.
C 7NER INE 4 OWNER WILL PROVIDE COMPACTION TESTING
T L
0 ROAD
M, T If- I FOR ENTIRE ROADWAY.
:H CUT OUT FOR
ION. REMOVE ALL
AND ORGANIC MATERIAL.
I IN\ I ------
SIR
CATCH BASIN �'�/ / � // '/// \\ N \\ r*5 V
\�-- _-�, I \ , , T DESCRIPTION
�X\\
"y /4JII/
RIPRAP AROUND REVISED PER TOWN OF LAKE LURE COMMENTS
v
s�
-""V 0
rIrL 10 ELEVATION
IN", N I\ '-""I &,� �" \ \ / / - - - \�\, , ',� ��, \ \ I, , \
N.
sc \V
ROAD.
Carollee Jones
2' BELOW
PLACE WASHED
0.& 802/563
A, I PIPE 1TONE ON UPPER R -I
0 __ :� - - - ",--�-'a , - " , �,­\ / / �
06�� __:_ - L 0
IN, IV I
20
N, LEN OF - FA\E OF RIPRAP -,I Is
A
IN Charles L M
P D B. 90�
John B,othe s
M;2 2'1
24 R
dC
:1� :�:YA \V\ - ------
U.13� 604/422
/h John G 3­
�r Amderes �f� - ------- D,B� 604/422
...... 4q'A
n V. Arn e­
wl ol� R-1
N, I
IN\ \\0 '\1 All R
13
IN
9M KIFKAP
1q) F®r 'Ill R ND
0, \ v TT_
T*%,ff 1011, 9 T y y
y
V, JOB
2' BELOW ROAD.
PLACE WASHED NAME: OVERLOOK AT LAKE LURE
C en VL Amps- L
TONE ON UPPER
D.El 916/489
IN IN
ACE OF RIPRAP
S
IN :�4'
X IN W�t
I N"NO He,
0
IN, 1, -an S 21 LOCATION:
1h.al C.1thn.. S.ri, LAKE LURE, N.C.
D.11
R19 152 East Main Street
T
llill� V I \\ I , " , \,\ , , I 1 11
NN\I'0
l'I N Forest City, N.C. 28043
,I
IN DI3 916/4921
I IN IN R 1 - An DEslum DRAINAGE AREAS
I, \1 IN D 0'Q 828-247-4495
lot %0"'"
\V e I (CF_P171=(C11k=aTq
to lot
TYPICAL PAVEM NT SECTION
" S9.5B SUPERPAVE
6" COMPACTED
GGREGATE BASE
J U INZI r_
OMPACTED SUBGRADE
NOTES
1. THE CROWN (TRANSVERSE SLOPE) FOR
TYPICAL SECTION ON THIS SHEET IS 1/4 -
PER FOOT.
SCALE: I" = 100'
DATE: 01-05-07
JOB NUMBER:
08075
BY DATE
JCW 02/02/07
DRAWN BY: PNE
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
4 OF 11 A

0 4
F d A a
A a
as H
J A A Ey W O W U
U ~
}W O
3~ A U Qai.,

O~
O
9l'IBOt ~3,'fA3 k O O
0 0£Ol~lrl o Z'IBOt o II o C
v, c I Gp
£1'9801
9'2601 ~ O
l~
1 + S 9£'4601 + S'0601 C4 A
N
S1'£Oll 6'£901
0 l8'0lll +
p S'llll N Zi
O
11•LUl s•slll w
U
a o
lb'llll °o W L'Bllt ~ A
N
41'Ll1l . w
s•sul
c£'££u H z
s•££ll N
48' l4l l sz4l l
o a ~
0 4s•osu +
o•sSU N
49 6S 1 l a
8 Z9l l z
O o
48'B9ll + 8'0911 ~ o ~
N z ~ a
48'LL l1 f~q poU tip
9'9911 I~' ti a
0
48'9811 + 6'SLII n
N M
ONO N O `D y O
N + 09.9611 cv } l SL U .5 N ~
~ II A V ~
W ~ B9 loll ~
~ 91011 N N ZZ
a~ a V N
~ _ 'l l ~ 0 9S'lOZI W y 00
2 £•SOlI k rl ~ ~I
o ~ lcssu ~ ~ ~ s'loll
~}O N O N
IIN} ~
w a N I 9l'B6ll ~ ~ N 9'9611 wy I `,1111111111////' 4
~~H ZZN
a a 5 B4'lOll $ 33a Z' Z 3 A O'£8ll O py~~. ' -gyp ~ ~
OO N J J
41'soll l'4L l l
O l4'LIZI +
c•ooll
cs'slll L'£ 11 l
4s•££ll $ M 99'B£ll ~ £'bZll +
° to'1 + l N + t0 L L
~ n n r a m ZL'lbll
N l n o N o•0411 ~~rlllh ~
W~b)II II of ~~.aw o
ZZaiw°Y 91'Sbll S p a O'OSlI ~
a a 5 5 89'4411 ~30A8 = as _
~ ~ 99'l9+gl ~SOAB x=
l0'44l l 6'4421
0 4£' lbl l +
B'14Z1
L9'8£l l 9'L£Z l
00'9£ll 1's£11
££'££1l
l'££l l
s9•o£ll 6'eoll ~
es•clll
£'loll
0 1£'Slll +
s'slll
49'lll t - s•slll
oc•slll $ 6'4111 N
to S!
vi ~ ~ LS'Slll
II i N N
a > II II ~ 6l'OlL 1 °o NWOY ctul +
d 5a
a 95'£OZ l
9'LL l l
89'S6l l g
- 0'0611 0
BL'9B ll 8'tOl l
8L'LLdI °o
L'L611 ~
8L'99l l
8'S8l t
SL'6511 °o Z'lLll ~
8L'OS l t
l'9Slt
9L'l4ll °o
0'0511 + n
8L'b£ l l l'S£ll
8L'£Zll o°
O'S2l l ~
9L'4lll
Z'OUl
8L'S0U °o £'SOII N
LL'L601
9'lOtl
I
I 90'1601 °o
£'S901
04'(801 9'BLOI
06'4801 °o
Z'6901 M
OZ' 1801
l'6901 M
l0'SLOt °o 8 6LOl N
05'9901
L'OLOt
9 0 ~ 3 OS'L501
6'BSOI +
86'6401 £'(401
~b 00'9401 °o O tp N pp d O ~D N O d O tp N W d O tp N 00 d O tp N OD d O t0 N O tp N OD d O t0 N OD d O t0 N OD d OQ't00 (V' GO""p O 'D N d O ~D N 00 d 09401 +
~0 If1 N d d d M M N N N O O O 01 O~ O W n n .p O t0 N N~~ d M M N N N^^ O O O 01 Qr t0 f~ 'J O
^ ~ ^ ~ ~ N^^^ 0 0 0 0 0 0 0 0 0 0 0 0 O_ 0 0 0 0 0 0 ~t~7 ^ WO
O
ti 4

0 4
F d w a a
A a as ~
Q H Ww
Gq W U ~O U ~ ~ m
O
Q ~ a
0 ° o W
~ I O
II c ~
O
z
0
a
U
W A ~ w
w ~
~E-+ ~1 w
o
04
'4 w w o z.,
z o
z
a f~q pUO t/1
ti a A
M a ~
~W ~o ~o
J: N ~
~ d UN
aUN
£'B9Z l W y 00
` o 0
O'ZCZI N ~I
4'L9Zl
LQ'~Z~ O
b•lsal +
t
csaal
` S
B•elal o
to ~ '''/////11111111
s•saal
~ S l'l£A ~
t t£L L
« o
e•soal
u s•asu
t °o O'O6l t n
l~
£'sL t l
L9'OC« °o ClClt ~
4'SSIL
L9'lf« °o
Z'B£ll n
OD'£f It O'BlU
« o° L'6lU a
'OL~t
9'OL l l
L£'Sit~l o° 8'blll M
L ~l~ 9'£0 t l
'90th °o
9'L601 N
9'lOll
O l'£60l +
«
8'OUl
~ n n~ tt0 ~ N N i O N O O fO N OD d p Ip N 00 t pp p DO LL O N N N N N N N N N~ N N N N N N N N O 0 0 0 Oi W 00 tOD n n IWD rtD A N N N W 0 0 {p N op d 10 N + ~ ~ ~ ~ ~ ~ ~ ~ ~ N N h t~?~ ~ ~ ~ ~ ~ o o g rn m ro oto ro n 9'6011 0
g
0 h
4

r r r- 0 o Q
~ o
~ o A
8 8 111. 0 0 ~ C14
' ~ ~ I-1
F ~ ~ = ~ = ~ a tic 11=1 ~ 3 3 I~q A E,, ~ C
~e~ _I ~ I_ z m a~ U U yN° III=1 W ~ c~ ~ ~ U ~ C
-111_ ~"U~ W~ o E•. ~ o
_ 1= III rl ~F - -I I A z 11j 1111 III- w~ W A ~ a
- ~ ~ ;,I 1~ III. 8N z~~
I I -11 W~~
_ ~ ~ ~S III= ga I .I _ ~ o
~d a ~ ~ 8.I II I_ C w$~ -1f-III=III=iii. ~ a rc a -1-1~=1L=1 ~ I- ° o W CQ I
a ° oY o: ; r ~ > m III-III-III-III- rc a a ~ ~ ~ _ 11= ~ t= ~ I1=1TI=1TI=1TI- II o ~
~ ~ -I I-1 ~ Z ~ - - - o~ ~u pppp w7~ ? 1=III=Il-III_ a ~ ~ - ~ ~ I I n s: G! o ~ W =III=111=1I l i s I m
o 'o y -~~i =1i. o° ~~z ~ -IlHll=111U ~ ^ o ~ 1 ^ =11 - ~ u, a~ 11-III-III-i r - 1 ^ ~ 1 @ y~ _ ~ 1= ~y ~ W a =111= =111=
U) 1 C ~ Z I N -I =III U K N W ~ =III=III=III= o ^ I III ~ a~iw g N =111=L1=II~1 WWO ~
~ ~ Ilk ~.~=9 111=111=111=111= a ? 1 ~ = k' w ~ 11=III=III=III=11 °a i m~ ~ I_~ i~om II-I~-1~1-111-llr ~ E ~ o U d
wz y$~ o III W 1=1~1=ll1=111=ll1 Z ~ o ~ ov ~ ' =111=111=1II~ I I Q zQ t/2 A
W vv'9~ 5 .III- ~ 1=J_I=111=111- ~ w ~ - ~ 11=111=J111=1L= J N
IA ~ ~ 111=I1I=1I I=~=
I I 1=1 I I ~l-ll1=1 i I-l~~ o n N III III-III-III-III-I I=1I I_ ~ ^ n^ 11= I1=111=1=JjI=11L Z 0 z
~ III=11 ~ i~I11i~11=111=111-i Q Il~lll~ _ _ ~ITI111i~ Q
~ II~~ 111~Ir ~ z
N ~ 111=1 ~ I. i 1-111; Z xrrluM rv,a ~ 11111111111111111111 Z ~ D O
11=)y=11~ 1~=_ ~ ~ I I_I I I I_I I I- ~i
IHIHI-III=LI Q III-III 1=111- I 1=1I H I I _T1=1 I Z Q w a
J 1=11 I~ I1=111= H ~ II-III-II III-II U Z
m c w r ~ -11111 - llI=III= 1=11111, fA W ~ m ~ o m t«° m« •o N m r c I I-111= I I I I~ I H I I~ I I-1 I I~'' W~ a w
c m ~ r a«° m o w p m. rn-« ~ - - I I I I1=111=111=III=1' Ca ~ W
o o ` ~ c _ r ° ~ = o ~ c m « ~ ° rn c m ~ -I I ~ I I-1111 II Ii III III 111 I I l l II I I III III 111=111=111-1= c m o a o m ~ ° v~ L o v c Y c m m H I I=1LI~ 11=1 I I I I I- I I- I I- I I I I I I I I I I =1 1= I I~1 I I~~I I I~_ O ~ v ~ m ~ o m " o E ~ _ ~ ~ a E m o ~ L "'E: ~ c ~ o 1111~~=III~I I_ II III 111 ~ I II IIl I I II I I I I 111 =I III II=1' U ~ o W A D W
~ m m~~ r o c ~ m a v ~ L o u m o o; o« 111= _ I1=1 I ~I I I-1I I I I~ I~ l l I I I I I I I I I III I I I I1-1~=1 I Hll J cam u ~ oourrn m~ >o~a u Em gEom ~ m =I1~11 1111=III~II II Il III III III III II II II II ~=ll1~;Ill_III- W U J z
pa La mm~ccm~o mwmp r v,~ cc o,Eco =IIH~-1 III-III.III-III 111=11 II II I II II I II IF-II-Ii~- m m« o cs. u"~ > m; a o+% • c E ~ o ~ ~ ° o= c HT_I=III=111_11-1II-III=111-II III III III III IiI II II II I i~ ~ ? III_ ~ " H~ r a ° u u o« rn ~ L v c ~ o 0 0 =lll=ll1=1I I~ 1=_ I 11= I I I] I I I I Il I I I
c m t E o v c c° c m rn E L o« « m « m « L ~ =L1=1 I f=1 I I-I l l~l~ I~-1~1I 1=11 I III 11 III I i I III I I I I I I III m v c rn~ ~ w of a m« m v o-> ` m o m m a c m e m o =III=111=1 I DTI=1 I ~I I I I H I 1=1 I ICI I I- I I1= I1= I I I I I I I I I III 11= U O E-, Z
z E c o c ° m ~ E > ~ o ~ ~+c u o~ ~ , I-1II-1I~-1II-III~INII I-1II~II-IIHII 11 III II III 1I I II iI I II ~ W ~ ~ Y v o E ~ ~ o_ o o E o v ~ m T v _ E o °o o« m«« _L=I I1=111=~=1 I1=111=11 ~ 111=1 I1=1 I1=111= I I1=11= I I I I I I I I I I I I 1= a Lm ~«ov~ N c cc z a m z o o; o v a _ ~ E L U«_ y~ o ; N m m o m c m m I I-I I I-1I 1-III-III-III - - - Y
o ~ O > o a m o v E' u c~ c m" y m 3 c_ c ~ a L o c E. E 1=111=111=1111=1111=111=1 - Z Q~ Z W E-4
i a w a~ F E a L m c~ rLn m c_ m m m „ r o •a c_ w m E I-1 I f~ I I-1 I ~I I l-1 I I-1I l-T~l I-1 I~ I1=1 I I_ J O w > w a o Q m a m « c c l s~ E L m ~ ; c m~~ m u o o r p m w w m~ 1=1 11=~=1 I I~ I I-~~ 11=1L I I-I I I~~-I = ~ ~ ~ w w U ~ ~ E m m~ a« L i m a m « L r H u m o I I1=111-I I1=111=111=1 I1=111=1 1=11 H I1=111 I L~ 0 0 W
a ~ ~ o~rc tL mp,o vmx emu m~w« gLdo+-'-=u~rnm~mu °y" v ~ 1=III-III-11H11=11H11-~ III=11111 IF ~ p Q > w ~ w a o p m o m N w c L Q o c c c o c o 0 o c~~ o m d o m r a m E ~ 1=111=111=111=11 I.I 11=11 I~ 11=1 I~ I H I I=1 =11 J J
~ ~ ~a w o m~= Y ~ v «m ~ o o rno a~L q am 3_ a« o w v m,o " m~ m III~IIIIII~ 11=L=III-HII-III Il~lll~llllll~l W f~ Z 00 Ul Z ~ m m'~ ° C m NU`~ T U'j~« E L N O~0 p~ C a ~w ~ w boa to wpm mmL v> m°c~,~ mmooa~mDm°Lmmm Z a°~'om y~vr 1=11=1111 I~=11~II.1-L=1~=1I1=111=1 itI' ~ U ~ a
a ~ y e a « « o m u - p v u m c w m« E y a I I H I l-I =1 11=11~ 11=1 I H I I=1 11=1 I l-III ~I Z a s a g z; o~ c" ~ a o~ 3- o ~ m m o_~ o m y a ~ L o 1=111=11 1111=111=11I~ I ~I I I~ 11=11I~ I I- I i U Z u E m L c E ~ a rn o L« _ m `o ~ « o m; ~ z ~ 3 L E I I1=111=1 =111=1 I1=111=1 I (=111=111-111=1 I J H Q
F o v E v° m o~ c L o o« w ° L v m c w~ ~ « m m 1=1 11-11 I l l I~ I I-1 I I~ I H I I~ I I_I I I~ I I ~ U o m«~ L Y c« m p m m o~ t p m m c o~ v v c ~ ~ o c« L o ~ I l I-111=1 ~I I I-111-111=1I f=111=111=111= J Q W W
~ m~oamcmo ° a-mmo m c~ oc «cm•-m Z vo m «wo 1- w - _ - ~ e=o_LO; memo=orw~ «~vumi«;pm°'vvo~~« ¢ ~ma c 1=III=111 IILI}=111111-II~II~III= ro Q W - - o~_ ` _ „ m m c v c m m E m Ea 11-III=1 I-III=III-III~II-III~II= ~ d Z z z O Z
I-111=111 I I I-111-111=111=111=111= x W p - - - - - ~ t° ° ,.m~rn~o«rno cyovma°~cEacr33 ~ o~ vEQOO 3 xa ~ z z cmccacimp«w>r~ccm` m a mm= m o°° v vm m Imo } 11=III=II-III-III-111.111-III-' a ~m~ ~ w
vi ~ - - - io O omooy_ m v m:.u° EoEomma~EE u,Nmo yw'~b~ a 1111_111 111-III~IL=I~I~I1=' II ~ p ~ U Y U m p T p 7 O. Y L 0 0 C Y C 0 C~ ~ m_ m m m m ~ ; 1=~=111=111 il- V O~ W W F - - ~F p~c ww~ ~E_mp.m co,u a occom~o~ m vc HII=IIL-III-IIHIIJi ~ rc 8 (n W ° z
o.. - - - - - oU ~o~cc u°uomor`~t~~°t.~°c'~a oo~. cmv ;or «x'03° III.III-III-III=III=' mg ~ - ~ « L 0_« m - C._ mLr+ U« p 0 ~ - - - v - a~ ~ °;omr~mmo3ao~~ ;0E««~o'`aaE~2°_~0 «E" mr`~~E z I-III_Il~lllilll. oc a ~ N O > Z
I I1=11 I.111=11- 3 W ~ o a z~ com~~°y~~E,cE; vmumcco«amamm«rpc vo« o « ° i ~a ~ W o mmv m v« mvc ,pUm 1=111-111;1 a oo ~ v~~~o +%m_«o_o~~pam~Eavm°'mmmc~oc,~ a_m E=c;;+ III=III= ~Z ~ w
« m 0 - m O m m_ m 7 N I=1 I I- d.. UV ~ mU>~aL m~li pUli ~~m~,~~mmOUFLF-F >U CJCE Caa a"~_q ~H z
- ~ a "w rmqu aro' u L c u•- - -ov k'm N _ m 0 7n - 0? Q ~ N 0 OlV ONrNj 0 Od' ~ 0~ O p~~ qw tl~p~hOJ 3C~ E~w N .-(V ELM cv A UU ~
+ D aO Q 6OF 'Os a A
D Zw _ ~a Q _ J~ U
~ 'a ZW ~ N W '~p 4 ~ d ~F w m MJp
F NUI Z? J F CI Q w ° w ~ Z Z z - _ _ _ ° > M
J o~ - z Q- 11=III=111=III=111=III=11 ~I11=11 ~ a Z la - •9 ¢ ~ III=III=III=III=11111=III=III y/ O
~ ~ ~ o Z l ~l I1=1I_I=111=1I 1=1I 1=1I I H I a ~ a ~ =1 I-1I ~I l ~ I1=1 I1=111=111=1 I I iv N
d ~ U -IIII~III~IIIIIIIIIITIIIIIII III~111111111 o _ ~ O ~ 1-I 11=1 I I=I I I~ I1=I I I~ I ~ i
o a N ~ Z=IIHIHII=11H11 a w a - =I~1=1I~=1~1=1I~=11 ~O W
~ J = ~ H 1=111 _ ? ¢ 1=1=1111 (~'1 w a
- - - - =111-111------- pONa - - - -III-III=III=III=III=III=III=III II I I-111=111-I I II-III-I I1=111=1 ~ % ^ ~ SUN W y 00
w - - 1=1 11=1 I I~ 11=1 I I~ I1=1 I I m ~ N
o - =III=III-III-III-III-I ~ ~ - ~awc~F ~ - - -I 11-I I I1-II I-I I1-I I II o a z z ~ III=I I I1-I I II-III-I z ~ ~ ~ ~
z I H I1=111=j~ a 1=11II~~ I II
o m -III-1 w II
w 0
al- w z
ac~o Y~a°
woa Nv~o ~ a Q~~y w$N
z~ a i ~ a
~wN agx e~, ; ouwiv~ ~ 4 d' w
x
~ ~~i ~ _ ,
~ ~ ~ W
~ ~ (I~
% ~ 0 ~ ~ ~
/ ~ % ~
~ ti--- U ~ ~ ~ 4-
, ~ 0 O -
p r ~ I ~
' (DO
? a- S O ~ E L
W ~ E [-I
U ~ ° ~ Q Q
i ~ ~ ~
~ • - ~ ~ C) m
~ ~ ~ Y ~ U 0
~ ~ U w ~ , z w ~ u o 0
o _
w Q ~ ~
/ ~ ~ W~ Z ~ ~ W CCU I Q~ (n O ~ ~O ~ Z
~ p % QO ~ . _J l F-
/ Qa% morn U coo w
~ ~ i ~ o Q~ ~ x~ wiz ~ U pO wcn
?~i~ i J I O U ~ii~n~ii~ ~ ~ f
• \ --U O ~ Q ~w ~ ~
\ ~ z ~ G
i UFO I ~
i o3w ~ \ ~ /
C ~ _ ~
- r
~ ~ ~ i 1 ~ ~ d.
O I- m Q
~ ~ I ~ ~
I ~ ' -
I ~ _ °t -
~ / s
1~ 1 W ~ ` ~ ,
~ . 0 S + ~ ~ / 0
l ~ ~ z ~ , i
\~1 /
I 1
~
~ f
I _ 1 c
f ! ,
~ 1
O I I ~ ~ I _ i
I ~ 0501 i 1
. 00 ~i~i u~ii
ii~ii~
1~ 1 I 9 ~ p 3
~m
Y C7 J - ~ l ~ ~ UZ
- p- ~w ~ ~ w~
f i - ~
- ~ ~ ~ i Y U
~ O U
l I - , z ~ ~
- / l =
4 = W W_i it U Q Y
T - ~ U
f = Q 0 0 Q 1 ~ c0 ~ ~
(n ~ o ~ Q o
N ~ - _ ~ ~ ~
O O ~ ~ J ~ ~ ~ H
~ O O m ~ U ~ N ~ F- ~ ~ / z
~ / /
o ~ ~ / o
c ~ O ~ W ~ Z
e ~ - U e ? r ~
~ j N ~
t to ? ~ N ~ ~ O O ~ l
~ i ~ ~ / ,
~ o o o ~ o ~ ~ f ~ ~
(
~ f ~ 3 ~ m
r ~ u~u• r
?n i~~if~~l~~ ~tiiRU~ii~i / r. s
~ r ~
' l i ¦II¦Il~l II~I~ / /
~I1 ~ ~ /r f
Q ~i / 1
' / i Jt
' ~ Q ~ J ~ ~
~ i ~O ~ o W 1 ~.q~ / Q o
J / Z pp 1 / ~ f I(
_00p ~ ~ ^ , O O ~ = t f
1 1 ,
U i o 1 o f
i
1 ~ f
_ / / ~ ~ J
/ zw •
~U / ~ • ~ /
~ z ~ f 1 V O Q co / ~ ~
z ~ ~ o ~ i ~ ~
w ~ 1 • ~ ~ ~ ~
~
.I.,,..m..
~ ~•ii ii ri •ii~ii~ii ~ ¦ f ~ ~
¦ i i,
~ ~ ~ ,
Q ~ ? I
Q ~ l I
_ /
/ ! ~
7

r ~ 0 4 r- 0
\ ~ E ~ 0 w A a
~ o ~ A z a
N N
O O A E.1 W w
~ ~ 3 ~ ~ U WO
~ U U ~ ~ U G,j O co
m~ A U Gai.
~o ~ w
~F~ J ~ W J W
~o~' < J z J
Q `a 3 Q N O W
a~~ i`~=111=I I ~~i~ II C
~ v _x=111=III=111 pW o ~ I m w
• ~ 111=III=III=III= p ~ ~ m c, I 1=III=III=111 p 0 O 0 O
a~~ ~ Il~il=li_lll- W y= I~ I I-III-i Q ~ N ~ ~ I I I.I 11-IIII-1'
N 3 I Il_I I ~I Il_I I'~ w< c I=I I I1=1 ~ 1=1I = p o U d
¢a ~i 1~~~~I-~I~III-~~-i Z W ~ N -LL-Sll-L= Q zz t/1 A
~ ~ 9 ~ I11I1=1=111= J k•' I H I I~ 11=1 11=1 I J N
i o ~ m ~=111-111_1 Flli ~ $ -II I_I I1=1I I-III IIII=III=111-III- p 0
~ 11=1=1=1 Z ~ III-III-III-I I I- Z
~ I=I I f=Ll I_IL~ Q I I I~ I I~ I1=11 I I I-11=III-11111= p Q
I I I I-III=II1=1I ICI l~IH11III=T~111= Z ~ r) Z
1= I I III=1 I1=111=1 I1-I _==-=-III= p O D O
-I I1=1 II-III=11 III=111- ~ I I1-I 11= I I-I I k Q Q w
I1-IIII-III I I1=' z
IIllII IL IIII I~ ~ z III-1~ I-11 f_ U Z ~ I I=111-I I -i I I=1 ~ T W O
III-III I-III- W I~llIII~I111 II II_I A ~ a w
I ~1-1I 1=1 p p o A
]IIII - III~II =~~1~, U p 11=111= II 11~=1-11-III=I~ J
- I I III-III-III-III-I' W U - L=lll=1= I I I I IT ~ I I I I I I I I I I I 11 Ill ~T=~-1~=1ll= w U
I I=1 I I=111=1 I I 11=11= I I I I I I I I I I I I =1 1= I I I-III-11-1, 1 111=III-I 11=11 I- I I I III I I ill I I I I I I I I I I I =IIII-III-III-I ~ z Z
11=1111=11H11-11 II 111=11 II I II it II 111=11 IIH11=11H11 J O -I I1=1 I I 11-I 11-I 11-III- I I I III I I III I I I I I I I I I I I -I I1=1 I I=1 i i- ~ z =ELI=T=1 I I1=1T=111=1 I I I I I1= I1= i I I I I I I I I I I I I I- 11=~ i i-' W H
o ~ ce 1=1=1=1-11~1I1=L=111= I I I L I I III III I I I I I I I I III Y~ ~ I I1=III=1 I I-III-I I I I I- i 1= I I I I I I I I I III 11=
z F o~, I_I=111~II=111 11=1=1]_I=III=III I ll~ III III IIl I II II II III Q p o j ~ o =1 11=ll l=1 11=1 I H I 1=1 I I i 1=1 11=1 11=1 11=1 I 11= 11= I I I I I I I I I I l 11= J O D N
i a ~ z~ I=1 111=L1~1=1 I I~ I l I-1I 1=1 I ~I I l=1 I I I I III III III I I i I I I I I I I I III ~ w > w < 11=111=1=1=111=1 I1=1 I I=1 1-11 1-1=1=i I 11= I I I I I I I I I I I I I I I I W Q ~ ~ W
J W W ~ 11~ 11=I II=111=lli=111- _ - - - O Q a J ~ o 1=111=1111 l 1=1=L=L== Z > w ~ w < ~ ~ I 1=11-III=11-~11=111=11=1 1=111=111=11 J O
~ ~ ~ ~ ~ a U 1=11=111=111=111=111=11 11L-1111=1 - ~ Z W p p ~ z ao 111-I1-111-111-111-III-111-I I-III=111-IIII ~ U W
~ w ~ w ~ ~ a . 111=1 ~ 1=11111=L~ 11 1111-11 1- ~ O a ~ m I=11 ]_I1 H 1 H 11=1 I I-III=1 11=J 1=III=III=1 =11 U ~ Z < ~ Q o =11111 I1=11~ 11=11I~ 11=1 I I~ 11 111=11=11 111- Q z C-+ Q w
Q o > ~ ~ ~ 111=111=1 _ - _ _ I=11=11 I I~ ~ W ~ ~ I I-III I I I I I~ I I_I11~ 11=11111-III-III-I _I I (n
_ 111=1=1 ~1=111111=111111-11111=III iilr Z W Z ~ J w _ _ _ _ I_1~11 III-L-1-a1-II(-111_III_III 1= ~ Z Q O W
1=1I1~ I~T=11=1=1=111=~ I I11H 1 J w ?J ~ =111111 III=III=III=III=III=111111=III= J p 0
z o ~ _ _ o f I I-I I I~ 1-I I I~ 11=11111 I-III-11 I-111- ~ Q W p 1=IIII-III 111111=1 I1=111=1 I I-III-I ~ 1= ao F z ~ - - - z ~ II-IIII I-IIHII-III~II-III-III-~ ~ ~ Vl W - F - - _ ~ ~ 1=1 I I~ I I 11=1 I I=1 11=1 I I=1 I I-III- ~ i~ ° x ~ V) O
- - ~ ~ III=11H 1=111=111=1II-111=1Ii- a ~ °D ~ W j
a - a~ ~ ~ I~1111 11=11u11=1u11= o~~ W i-11=X11=11u1 ~ ~ a z Z p 3 1-111-11~IT1-11111=1 i' W 8 rc W ~ W
a = F p ~ $ I I1=1 I1=1 I1=111=1 I I; m a ' ~ ~ - ~ ~ a I-III=III=III=III= c < z
a ~ 1 1 1=111=111=11 i 3 ~ ~ 1111-1=1 ~ ~ N = Oz Q III~II-' ~i N I~ U co
o ao _ a ~ D ql I- ° A
+ D - p Q <N D Z~ ~ - Wuxi
_ ZW ~ o a ~ ~ a vai~ = zZ J F ~o
x M
~ o~ _ ~z Z_ z i z J a .9 m ° J - < _ y O 00
NJ ~O = O W j N ~
~ Q ~ U 11=11111=111-111-111-111=11111 ~ J o I- 11=11111=11-111=111-111-111 ~ ~ _ _ QUA
~ J F I l=1 I I=1 I I=1 I H I I=1 I H I I-I I f=1 I a ~ ~ p I I I=111=111111=1I 1=] I1=1I 1=1I I N
m a _ ~ J =III=111=111=III=IIH11=111=11 z Q 11=1 11-I I1-I 11=11111 I-i I I - 1=11=III=11_1=III=IIHI a ~ SUN
_ _ _ _ _ ~'t =1 I I~ I1=1 I I~ I 1=1I I _ _ _ -I I I-I I I-111-11=11 O~ W W y 00
_ 111-1111-11 W U w - - - - - 1=111=I I I=11 ~ ~ _ < a - - =111-111-= _ o o ~ a
~ - _ =11-11=11-1-1-1-I1-111 ~ 111-111-11=JI I-1=11-11-1 ~ x J ~I
Z ~ 1=1=~ 1=11=111 m ~ U ~ =11=L-Ill=1 I1=1 11=1 I a w~ F
< -III-III-I i lI-III-III p ~ z a o m I I1=~=~=111=1 I z- w ~ ~ I 1=111=1111=11 I " ~ ~ ~
-III-III
Q $ ~ =1 I I-I I1=1 waF oom III~11 `111111111111////', r
a ~ z~o aZO Y a
wQ~ ~a~ ~ ~co D 00
Z(9`~ ~ON
awN agx ouwi~ "V =w v~c~ its: A~
G <
g
1.1`,,.
/ ~o ~ LO
~ LC~
~ ~ ~ ~ ~ / Q ' ~
~ ~ ~ G ~ J
~r.. \ ~ U
W ~ \
~ --EL- ~ ~ Z O
_ 00 0 ~ ~ \ ~ oo ~ z z
~ ~ ~ - - / ~ ~ ~ ~ °O moo
1 ~ Q.. Q.. 0 Q ° rn rn ~
~ ~ 0 ~ 00 ~ o ~ m O I ~ ~ zoo zoo ~
_ ~ _
U1 00 U ~
-~Q ~ N Z ~ p Q_Z Q-Z mrn~ _ ~ rn U~_ U~_
00 O ~ I~~ ~ d' ~
\ ~ ~ O ~ F-
~ > ~ ~ ~ ~ i ~ Q _ li
\ U~? O O p ~ ~
~ ~ Q ~in>
\ ~ - Z ~ Z
\ ~ -
j ~ ~ ~
~ ~ ~ ~ ~ /
\ ~ ~ ~ ~ o
I
~ ~ ~
~ ~ \ ~ o , ~
\ j I / ~ w ~ I ~ ~ ~ / U
i ~ ~ ~ ~ 0
~ _ s 1
~ O I ~ _ ~ I / ~ o rn ao
i ~ I o
f ~ ~ ~ o
~ ~ o ~ ~ 33 I
~ q ~ ~ 1- m ~ ~ ~
~ ~ ~ ~ ~ ~
\ m N ~ ~ til ~ ~ m t
A ~ i r, V \ ~ ,t i
o
1
of ~

~ ~ _ j' ^(o I
~y - - -
I ~
3
w ~ a I
I I
_
Qo f
/f
f f
f \
o - a Il

m M r~

/ _ _
~p= / ~
~j 1f
m~ , s
j

~ ~p
~O \
e
. / o_ ~

r` r
~ o 0 O 4 \ ~ A A
~ ~ o a
~ A
U O O Q pA A E-1 C
00 x"33
~ ~ U U U a; ~ W W ~ ~
? W o ~ U W C9
o ~ p II Q ~ Q FQ ZZ W U w ~ A U pail 0
~U~ OQ O ~ Q> W W 0
O 'w~ ~ ~ O ~ O D J~ow p~z3~ ~ U U M U Q 0
Z~ ~0~~~ a Q ~ c0 Q O o W 0
zo0 YZaJ ° ~ a a vi ~UZ JOJaZ ~ O O v I
aWa a~Uw- ~ o z W II z ~ wdw 3o mQ ~ w U U~ U ~ g II ~ ~
U~ O~~JW Q I a W e I m
~m F-w QU ~ ~ W ~ ~ C7 C7 C p Z
~ Sao= w w ~ > Q u~ z_ QoN w~~~o > ~ rn O ~ ~
?~J_ z0d~?- ~ Urn U O r W Q ti W
~a~ c~otnww a II ~ II J OHO ZZZ~Z d (p a Q U J V! A U
000 w0aw O O W Z W W 0 U}H~pmQ~~ Z O~ Q U~ W 0
O~~~Z 0 ~ Q U U U ~ W
F-~O-aQ~W~ \ Uw I Q wry a > ~~~-~~=o~° \ O wON w W
0N> 0H-00W W~W00 ~~N00 ~ W'
W H
~~N~Qw}0~ \ OQ ~ ~O I ~ x ~ .Q~Y~3 / i-U ~ ZU ~ Or O O
ZpC9 JZ~~ W \ Z J w W W W Z „OwZ O NOO ~ / / / WWa ~W t+ Z
wUYFUVNwzcn \ / ~1-H- ~ a~~ ~ W ~ ,Qw~ .JU ,H \ I I ~ d~0 U ONU U ~ C9 W W C.7 r'rl
0~E-wONJWr~~ to \ ~ r r O Q J Q Q G, F' ~ Z U1fL~ QZ O \ ~/1 ;p l JJ~ 00 WJ00+~ V~ w W
0~ W \ ~o ~ ~i iN >Qao~ wQu~M W > \ \ & o ~ A ~ O W a
~ ~ w o ao 0o O O oo m ~ \ \ o leti I . O ~r ~ I ~ ~ M O U 00 0., U
~U i r,'~,\"' I h U \ ~ \ / ~ _ w to ~
\ \ / s~; ~ ~ O w O
E-{ ~a\ \ i ~ ,r \ ~ ~ a ~ Z w \ ~ / k v a~; ~ ~ Z W Q Q T["~1
\ oy ~1 ~i \ V ~ za a w U W E, ^ V
~ W \ y/ ~ , , Q W LLJ C-)
\ ~ ` ` ~ I- Q wN E-4
t' ~ ` \ W \ ~ v ~ ~ ~°s ~ L~ ~ W
\ a_ y9 ~ V v ~a _ 0
wa_ \ 1 ~l \ W W _i~° 6~ i \ ~ i ~ \ A ~ 0 w O , a4 W
,v~m~ / ~ r r l~ ~ v v v v O O O 0 o fY, W
I I v v _ Z U w Q
LLJ 0 D E''
i~ Y~~ ~ i ~ / / ~ a- Z x
r d ~ - ~ w w LLJ U O 0 W
b y ~ s 0~ d - O~ b•, ~ s - ~0 9 ~ ~ ~ ~ ~ a ~ Q O
\ ~ ~ ~ ~ z ~ a
/ + ~ ~ / / ti~ .e / W O Z O ~ N O U W
ti ~ A
~ , \ _ r W ~ it , o ~v ~ ~ F- •omw0 v ~ M
' f F'I' • r l~' ~,_r ~ ~ ~ ~ ~ ~ O_ J ~ W ~ 1 ' ~ ~ •7 _ ~v ~ J W ~ ~xo- y O
~ W l~. f/ ~O Q~~ U V Rio ~ _ -ki 0
/ ( ~ ~ r'f ( ~Lll ~a •`6 ~ Q ~ W U Z W 1 / m i ~V"'et
• - ~ 1 ~ 9& ~ ZJ W - - ~izt.L
V 00 W y 00
z~~ 11 ~T----_ _a .v ~ - ~ U3aotna~U ~ ~ ~ ~ ~o~~ ~ om / _
l ~ ~ _ , i s oe r lr ' I ~ alp. i ~ I ~I
~ = ~ / a M ~ ~ ~r / V I
oszi ' ~ ~ J ~ I 21 ~ ~ o~ N ~ ~ ~rr r I ~
- ~ I I l 1 I / l ~ I~ ~ ~ / 'i r r I ~ I / A I ~ }W(~
I ~ C7 W ~ O ~ Q + T~ _ ~ $ t ' ~ I l i J r / l ~ } / i rrJr IW \ ~ ~ Z~U
\C t l a I ~rT,I I r ~ Q Z r 1A`, ~ Q
+ - ! i ~ I r / t' _ r I f ~ W Q ~np~ \~~/l~r)y, I / ~ / Zz\ t'K ` l I i ~y I I l ZZ Y J I \ V ~ ~ - - _ ~ ~ 4 + c~ / ' / f / I+j I r ff / OV (n Q - / / ~ ~ i \ ~ 1 ~ ~ I ~ ~ ~ as r 6 ~ `LJ ~ / ~ l l h f l I W W ~ Q JJi i J A ~ ~ I p r ` O
oam ~ ~ ~ ~J ~r I l /tf / Q Q'2~ ~ ~ ~ J J A ~ I ~V ~ ~ 6 ~ ~ ~ ~ ~ ~C \ '9i l ~ ~ / J ~ W Q f- ~ / r rJ I I o 0 Q I l ~ / / w - , I ~I O
is I ~ A~ oC ~ l / <I i ~ ~ .Z Q' ~ / / XJJ / I ~I I `v° ~ o ~ ~ \ I` ~ / / / / iak~ ~J fI ~ v JIn~JJ~ ~ / l J r ~ ~ / / I -jai rn c 1 acs: 4 fo. -U =
~ ~ - - b ~ A / / W`- 7JQ / l / ~ / I _ d et r0 / /Z i O ~ ~ J r I ~ / ~vo i ~ / 0 v I I / / / ~ J / ~ i~ U Zm F- / / , f / / i ~6
1 / / f I i Q ~ • f r~ T / n i (n / ( / I ~ I / Eo< •0 ~ ~ o' ~ A / 1 l / / 1"~ ~ ~ V QNJ }J ~ 6V I~ I I -'°C ~ ~,m~ /
v r~ l r If f 1 1 ~ ~ _ Q~ Q 1 / .l ~ r r I I l / v ~ ~ ~ ~ \ I I I r r l / / / f rr/ ~ ~ ~ l ~ f e I I ~ Da"~ ~ Ego/ ~ ~ , I I l / I I ~ f f ~ N V1 2 ~ ~ ~ l .r I I f ~ - ~ . / ','''//111111111 11
~ ~ 1 / I , ~xl /f / / ~ ~ ~ •00 +a ~ ~ ~ er I 1 ~ / / / / ~ r fA ~ / ' r i I ~ - v \ ay~ ~ ~ ~ ~ ~ I n/~ ~ I / f f/ V ..WO U .H ~ 9 p./ / r r. ( t rc'~ v er / / / / +iR/ r If l l I I '"-,4. / i f / j /r r 8~ fD J Q w ~ r ' ~ I I t) / /
/ I _ / - fA~~ ~ / k - I I I ~ l ! l ~ ~ ~ fr ~l l l / / f t~. r ~W F- WZ r r I ~r ~~1 1 I I~` / ~ i ~ ~ ~ \ I ~ I I / / / I f I ~ , l I / / J/ ' t=z O li O ~ 3 I' ! I f+• ~ I I ~ ~ ~ ~ ~ ~ o;
~ ~ 1 I~ f l l J /3 ~ ~ r I r O von ~ v+ A I I I I ~ ~ / I I fli I I/ / 6~?' / T ~o ~ Il~i~l I I I III l i /~~1 = v I I l I ~ + I ~ / l I ~ 6 Ucd
~ A I I I f f l ~ I / - \ 5/ v ~ f ~I ~ / + ~ l I ! / i I \ i h ~ 30 j 1 V A~1 1 1 1 1 1 1 1 I I I ~ f I i I I y' ~ i ~ ~ ~ v 1 0, I / t w r I r r l ~ I v ~,0 1 ~ ~ y .~'1 ~ i ~ I I I I I~ ( I 44
I I f i I++ IN v I \ t 1 I I , I J ~ 1 \ I I I I )I I 1 ~ rh - _ ~ r l• / Ir'l / ~ I I I I I I -i I I i t - f. l l l l / I i f- V ~ 1 1 pl. r ~ I I I I I I I I rI , I t o l l ~ ~ I' 1 I I l i p V"~, I q ' l` I ~
Y I I I I~ f ~N I _ ~ L1 , f I i~ v 1 J / / \ 1\ I 1 f~ ~y - I \ - l ° ~ I t , I I I I I I~ ~ rw I , uhf I I ~ 1~j _ ~ A + , - ~ ~ I IM I e I l / I I ; ~ \ A ` ' - I ~ I ~ I A I I I I I I I ~ fro lb I r ~ l l t ~ ~ I LJ »4~ f 1 ~ l l i f l - I I
~ 1 I I I ~ f ~F l /~o ~-1 ~ „ 1 ~ r„ i / I l I ~ ~ 1 1 / I ~ E~; V I I I I I~I W fl r/ ice.. A J J r r I i A A / / 1 r I V I ~ I I I ~ I I Im l i I I ~ ~ro N ~ \ I ~A~-~I I f.f i / i t A l i tIX / 1 /
I I of x, , I I I 1 I I ~ - A \ ~ ~ ~ i I I r r m i i. I ~ ~ I v M-, , l i I I I l l _ i l l + I I I I I If I If ~ N ~ V I I r I ~ ~ n J 1 a' / I I I ~ I t' ~t v t-~., I / I I I I I ~ I !f ~ I A 1 y r .~i r I I I I / W ti A I 7 f ~l / / ~ / / t f l l /
I # / i r / I ~ I I I I ~ ~ ~ I t r J J I I f ~ /i A 1 I r o I / I~ I I~/ f ~ ~ I ,.~T ~ / r I I I r / / ~ 1 f ~ l i / r rf. I l / l~ l I ~ I I I ~ I I r l i ~ 1 I I I ~ f f t I f r / i I I / ~ f a / ~ + I,~i l ~ ffjj ~ f 1 I v - ~ I f / try I I 1 1 ~ / f f I I J • l l ~ ~ f •I / _ op
I A I ~Em ~ I r I ~ ~ ` I I I~ Ir \ I ~ ~ I 1 I / o ~ f l ~ / / ~ / i °ao I r I ` ~ i I \ \~i /T` I I ~ ~ / \1' I I~ I ~ / T t ~ / / t r u l~ IU 1 1 ~ ~ ~ ~ f ~ _ ~ A i I I / J 1 i / / / + f I l / ~ ~ t r ro I I I ~ I I ~ I ~ I ~ / r I i ~ \ ~ lJ / w ~I ~ f / r / / ~ r l / <a o
I ~ r I r o ~ it f ~ 0 11 I I v ~ k l I I ~ v,, a~ I I• ~ ~ I I~ ~ / i I 1 f f y. _ ) 1 1 J I 3 I ~ ~ / t ~ i J
r I A ~ I• ~ - \ 1 ! ro ~ i it ~ ~ f - l / ~ / ~ > r I ~ 1 V A V 1`.1 I~ ~ V A 1 I A4' ~ ~ / i I I I l r i i / / / r f ~I £ I T / ' / ' r' e` ( + ' oo~ I ~ \ ~ ~ / ~ I ~ o ~ r I I / ~ f m°oi a a l ~ A \ V i ~ v" _ 3 ~ 1 1 I / ~ I I ~ tn~i ~ i / r f ~F-^ l ~ / i J J I
I a~~ I I \ \ V A 1 A~ V~ ~ ~ I ~ I I I I ~N r i ~ ff ~ l r t l / / JJ r` I t I ~ " fi e I mo A A A~~ .L~ i p i i r ~ r II J r J l ~m \ \I ' ~ ~ i 1 Y J '
I ~ ~ V ~ r ~ A A'~-.. _ MSC ~ ~ 1 I ~I i i ~ i o ~ frf l I / Q J J I o;o 1 1 ~ I . r J 11 Y vv - ~ i A V A tit ~ V ~ 1 r / / I ~ / ~ r l 1 / J r 1 I w~~~ 1 \ V A A V \ A A 1~`1, 1 1 I I ~ 1, i i i ~ r r~ I ' / ~ ©J r / I I ao A ~ j \ 1 1 / I /J~ Ve I t r l~ J / / ~ r t r \
~~°I V 1 v I I , rE I ~ , , , , o ~ , I , , I v v r l I ~ I ooa V A \ f I'~r Iry I \ 1 ~ i i / / I t r F / I ~ _ ~ \ w ~ A ~ I ~ ~ ~ r ~ I i~ ! / ~ / / f 7 LJ I / I I 1 \ ~w \ \ V ~ \ ~ ~ ~ ~ A I I I 3 I ,~V,~1~ \ ~Fi/ ~ ~ r ~ I l i l ~ / + i~~ / i r / ~o
I 1 I A ~ A V A ~ I I 1'(yf / l rl. A i / ~ r ~ I l 1 1 J i J JI I f / ~ . ib A ~ ~'x ~ M I V / / f f 1 ~ ~ ~ r / / o , m 1 \ u A A t( ~ / / r i r l / \ -off /1
I I I A o ~ V A \ ~ v) ~ ~ A ~/1 I I I I I Z1~ 1 ~ ~°o EI / q3` z / r' Ir` \ Vd\ \~E ~ / I / / / i rf f I ( l / 6 / r / I € \ / 1 1 \ z V A V I I I I~ I I I ~ A J /r '-+n'~ ~ f I ~ i r r~ I r ,~W I~ I ~ I i J ~ ~ 1I ~ I I / o>m~\ ~ V A S 1 I I I I I a r f A \ t l r / / / i f f. i / J / / mw~_
I \ \sio V A I ~ I I i /w1 t f E i t I N I I I ~ f / i / 1 \ V A 1 ~ 1 ~ ~ I~I ~ r ~ ~o, r 1 V~ v~~ 1 1 l ~ r f I I~~ ~ i l / 2_~ ~ / V A ~y 1 i \ i ~ I I~ i I~ \ V y V 1 ~ p'+q 1 ~ ~ I 1 l ~ ~ /r / ~ A i~ l l l fr r I I m/ ! l 1 ~ I%' I ~€°am E° 43 03/ co
i I I ~ 1 V~ A b'~f V A 1 I ~ ~ ~ I I I I ~ ~I ~ ~T \ V A ~ f ~ +l r I I / ~ f rr ~ I I r I I ~ i I i r~ I I o$~ y,~ i / ~ I 1 \ ~ V A ~ I ~'1~~ ~ I I ~ ~ 1. / J ~ 1+ i i 1. l ! I I ji ~ I ig fl ~ ~ I d~ll '
\ I I I I / J l I I f t ~ o f ~ I 1 ~ \ - - \ ~`b,. ~ I ~ I ~ ~ ~ I ~ I I 1. L ' / ~ I ~1r' ~ ~ I i~ I I ~ i~ i-~ ~ + ~s€ € I 1 ~ -4 - I I I i ~ ~ I f 11 ~ i ~ / oS ----~--a- \ ~ I ~ t I ~ I I I I I d+ t'~. „ ,J / ~ v ~1 r i \i , ~ I I r I / I ~ i M / i I f ~
_ I 1 A ~ I I I I I I I / I i.~i~ \ 1 E. + I I 'frf I I I~ 1 1 ' / ~ i t I( l l l - d ~ I x ~ ~ f I r I .y
I I A ~ I I ~ I 1 ~ I I ~ I m j l( `s,.~.~.- i A(~;~~9~,( I I r l I I I~ i t I I ~V' ~yv i / ~ ~ l l( ~ 1 I I ~ / 0 I I l J I i ~V ~ l +~P ~ r r 1 f I I i ~'~1 ~ i+~ I I I I I ~ ~ I`, 1 i l I r ~y ~ I i ~ 1, o / ~ l r r I I / ~ ~ ~ / ~ ~ % g fOl1 8( Z9kl COO 4011 s0\ o E\
I ~I ~ I SAC I ,~'0• / ' / / / o~ G'~~ ~ ~ I i VV / / ~ ~,`--rL_I ri ) ~ i ~ / i~~ + i J / ~7`'~'1_._---~'`. j _
~ / I I o m_I I \ S( ~ / o ~ ~ _ ~ i V f - / f rr 1' -I--I / i ~ - i 1 V V I h l I ~ - o~ef _ / ( ~ ~ ,~m~ I 1 \ r '~S ~ .I i 1 ~ ~ + ~ v ~ ~ ~ ~ V / / f .64' l o / / I / / ~ / i A i~V I A- ,C~V ' / i - _ ~ 1 ~ ~ i~ ~ - - ~ / / / ~ / C boo
i ~ - V 1 1 ~ v I v v v ~ 1 a i ~ ~ ~ rye ,A V _""~r 1~ ~ ` ~r ~Z4~ S.L ~ i ~ / ,1 ~ ~''~w I / / ~ / ~ I wob ~ ~ A \ V A . ~ \ ~J~/ A A / ~ i' J - f - / / ~b I -.lf IF~~ ~ Q-~ ~ 1 ~~'u ~ ~ /
- / Ir'1 1 \ V A v ~ti\ \ \ 1 I I3z / ~ w e /s r / / ~ l it ~i ~ i / w ~ / / / I 1 I V A V A A\ I i ~ Z V~, f / f l I ~ / ~ / \ / ~ _ / I I ~ I ? I V ~ vv v ~ ~ ~ 1 1 ~ 1 W>'--~_i ~Tq~~ ~ a A A ~ i i / f I I / / I / ' i~ ~ / i ~ ~ ) ~ ~ J,+~ \ i ~ i ~
- o ~ , I I I I~I ~ A A V ~ ~ ~ I I I l Z- , i~'~ ~ ~ f / / r f'~ ~ I I / ' / E i ~ ~ ' w ~ r' / ~ f er l V ~ I ~ ~ ~ i r / r r tl l / / ~ / ~ ~
Z ~ r I Ey~\ V A A ~ ~`4 ~ I i i-- V A ! fi / rr r d l I l / / / i ~ Z h ~
I I \ ~ m~~iV A ~ A I I I~~., i A V \ ~ i ~ / i el i I l w.~-~ / ' ' i r ,9 ~ /f li
~ ~ v \ ~ I ~ ~ I v ~ A ~V• \ J ,JI +r+ I i is ~ I i i ~ y~'~=-""-' ~ + 1 /~I~
~ A ~ V ~ 1 I ~ ~ ~ A \ ~ , J I s i ~ p / i / 1 x It ~ ~ \ I A ~ I / ' ~ ~ J i I I I f 1 r I ~ ~ ' ~ l /~1.~J ~ ~ rJ ~ I I I I A ~ ~ i i~ , f l ~ / ~ iN i ~ / V ~ V I
vv ~ A \ ~ I ~ \ V ~ v ~ ~ ~ A A A / If if I ~ / i ii ~ ,,t' ' ~r ~ ~ ~ ~~I f r - ozei 1 V I V 1 ~ If i ~ ~ ` P v ~ I 1 ~ `V' / ~ ! I / f ~I / ~ ~ ~ ~
I l ~ S \ \ V if ~ 'J" ~ ~ ( ~y ores _ v I ~ v ~ ~ 0 / I - . ~ ~ ~?'±1 l I L~ 1 1 / ~y)1
I~ a I ~`~do~l ~ v SS / ; + I I+~~ / ~ ~ i 3~ i v f~
oe ~ v 1 V ~ I I Iz~o - ~x I, ° I I ' I ~ i / / ~ i i \ f V A I I I , ~ v v I I °~i wS~C ~ A - ~ f I t f / / i ~ r V I I I y l~l I '
~ / ~ a~ i . ~ _ ~ I 1 ~ \ / I / ~iQa___ - ~ ~ tiJ OaW°~r \ ~ ~ ' \ ~ Ill~i 1 I J~ , I / ~ v v I l ~ ~ i J~ J \ XV 1 . ~ O~ ~ ~ i ~I l l l E<'
_ ~ ~ v v I v ~ i~ ~ ~ i ~ i < ~ ~ _ / i / i ~ I / I I • _ ~ ~ ~ ~ . / ~oo ~ J / Ea~7 1 O "vm ~i~
~ ~ ~ ~ ~ ~ ~ v ~ ~ ~ v _ C ~ Q I ~ A ~ /~P~° Hill ~ I ~ ~ i / / I i O ~ a ~ t0 I I i I
\ v v v _ $ rc I / / ~ P
V ~ ~ ~ ~ I ~ - ~ 1 ~..L"n" ~ ' ( 7 ~
I ~ ( r ~ ~ ~ / / / l / f ~ 1 ~ - v A A~~' a~ A l ~ R Eat \ \\4 \ O a > rn a
~ ~ A i- ~ ~ / \ \ ~ V ~ ~ ~ - -v ~ F \ v E6 \ l ~a
v ~ ~ , ~ ' ~ ~ I , . - ~
\ V v ~ 3~~ I 1 - V 1 1 ~,I I % ~ / I al it ~ ~ ~A~~ ~
/ I v" I I a
_ ~ I / / ~ ~ v \ i V ~ ~ I - A ~ ~ ~ ~ ~ I I I 1 / / / I, I ~ I~ ` ~ v ~ ~
I ~ ~ I \
v v ~ ~ma I I I 1 ~ ~ ~ I I ~ of ,~r ~ v v
~ ~ ~ 1 I i i ~ ~ U \ I I odm~ I~ 1 ~ h~' ~ A I I / ~ i
V I ° EI ~ I / ~ I ~ I ~ / = ~ ~ Q ~v ~ \ 1 - ~ r ~ ~ ~ ~ I~ 1 l \ ~a ~ ~ / ~ ~ ~v o~ ~ sl I I i i ~ i _
( \ ~ \ I 1 1 ~ v ,~mor / / \ I I ` I Igg•`"`,~„s / ~ ~ ~~op v ` ~~v ~ i A
I t 1 v ~ _ ~ ~ i / \ X 1 1 1 db 9!S ~ / W V ~ \ r
V A V _ / A ~ ~ r z \ /r'~ v \ 1 ~ v ~ ~ ~=m/ I / i ~ ~ , t y'
1 \
v - ~ - ~ -say I I ~ ~ ~ k ~ A \ - - - s ~ I /rf; fl
\ I I 1 1 \ \ v _ ~ ~ I 1 ~ I ~ / / / ~ ~ ~ I \ - J~~ ( I \ - ~ ~ ~ ~ /
1 r f ti / ~ ~ v I ( ~ ~ v i o i,y~ / /
~1
- ~ ~ ~4 V A V A ~ ref / / / / / - - Y'' ~ 1 ~ - ~ ~ J J'~~ w / ~ / i
~ ~ ~ ~~7 ~ \ ~ IIw 1 I I I l~-'~° ~ ' / /
~ v, ~ r- ~ ,emu ~ ~ ~ ~v ~ I I , ~ i ( \ ( ~ ~ < ~u T ~ ~ / v ~ ~
7 ~ ( \ ~ / I ~ ~ v v ~ ( ~
I I ~ I v v ~ v v v v~ ,1~ I ~ I , v v v~ v v v v ~
I ~ v ~ ~ ~ v vv ~ ~ ~v ~v vv v v ~ ~ I
I ~ V A ~ I I ~ i~ ~ I I I I ~ ~ W \ ~ ~ ~ ~ ~ \7 ~ ~ ~ i v I I N I I 1 1z ~ ~ 1
1 ~ \ ~ \ ~ ~~~C„ ~ I / ~ ~ 1 1 ~ 1 1 i 1 ~ I ~ ar W ~ I Pw ~ 1 \ I I Q W~ ~ , i / I F I ~ ~ ~ ~ ~ V ~ 1
~ ~ I I ~v, wpm v ~ ( i~/ I~ o l I I 1 1 1 1 ~ ~ A I I ~E° \ Z g(V ~ Mry~ ( X ~ ~ I I I I~ I I I 1 1' \ I
\ ~ ~V I I A i~4 ~Q~Q I W~ ( W I I I I I I ~ ~ ~V ~ V ~ / / ( I
\ 1 1 \ 7 ~ 1 ~ ~ ~ ~ ~ / ( J ( I I I I I j \ o IQ ' i l / I I I~ 1 V \ V ~V ~I J` ~ V ~ / ~ ( I I I, I I I la
/ / 1 I \ I oa
a I ~ ~ 1 ~ ~ ~ ~ ~ ~ ~~p~6£85 ~ II / Il ggs
- v~~ 1 h A V ~ / i / ~ / / ~ / v ~ I V A ~ ~ ~ ~ ~ i / _ I I ~ ' ^v~ ~ ' ( f ~ ~ ~
I A~ A \ ~ ~ \ ~ ~ v ° r I I ~ oyr SJ 0
I 1 \ W \ ~ ~ A V A. ~ I I \ \ \ \ m \ \ \ \ ~
I I I I~w~~ I I I J~~ ~ ~ '~~S V~1 vv ~v ~ ~ I Em~ ~ ~ i I i~ I ~ / It ,1 1 ~N \ \ \ \ \ ~
oQ \ \
1 I I I =a I i l e '<I ~ V A v ~ ~ v \ a
I I I /i / I \ \QQO 1
Z I ~ i I I
/ . I I / /
U' I I ~zv ~ v ~ i~ / ~ I l ~ w ~ W Z Z Z J J I 1 I I\ v ~~v ~ V A - ~ ~ / i t I i / I
~ - d W W ~ ~ - \ ~v v ~ / / ~ Z ~ F- ~ I 1 1 V v v~ V - ~ ~ ~ - \ xK~~ i ~ i I
~ w o a z z ~ v~ ~=m~ ~ " I - z
CO ~ ~ ~ ~ ~ Q' W m Q Q J ~ 1 v ~ ~ ado v 1 1 ~v A v~ ~ v~ ~ I (~3ro i~~ U O W I Q I i~ v~ I O c0 ~ N ~ d z z l v I I,~ v I I ~ v v~ v I I~ s / / / /
~ ~ ~ C~ d p I U U 3 I Q I I 1 1 [~I ~ I 1 a ~ ~ ~ ~ Q ~ U ~ I 1 1 Y 1 ~ 1 1 1 1 1 y W Y Z I ~ I I I I I I ~ ,~rn
w C9 - l ~ l 'I I I ~ s W ~ V !n F- F- w w ~ J Q W W U p~~ - -t' I I I I 1 I ~ I I I I I I I I ,:~Q
f- Z w ~ Y ~ ~ -J J U Z Z Q Q. w ~ I I I I I I 1 Q I ( (I 1 1/ I ( (n I I ~ ~ z ~ w v ~ Q Q ~ ~ ~ ~ w w~ ( I I I I I I I I I I I( I I a~~~
~ ~ 3 0 ~ I I I ~ ( ( I I I ~ - a z m C~ ~ ~ w ~ o z ~ ~ I I I I I I i=z~ ( ( t, ( i I , ~ III ( ( i I Ifa~1, (n U ~ Q J Q ~r I ~ I I ( I
~ Z W W Q U Z Z w ~ 4- ~ W W W QUID I I I ~ 1~~~~ ( I Ir I I I 1 1 1 1 11 ( l I l I l l I Y Y L~ w I( I , 1 1 1
~ Y ~ H ~ J m ~ ~ ~ Z U Z~~ ~ I I I ~ I (pia / i V I I I I I I I I I I I ti `!J Q Q ~ U ~ (n (n ~ ~ Q. ~ I Q Q ~ I I I ~ t~~ / i ~ ~ ( I l 1 1 1 1 1 1 I I
~ ~ ~ ~ O ~ X X Z O J Nw I I I \ V( ~ ~ I 11 UO - - v ~ - ~ ~ - of I I v ~ i I~ ~ o ~ r- ~ U' C9 W W (n ~ ~ d m (n !n Z ~ Q ~ I l II \I \ V A--'~ - -'c- { _ _ ~ _ ~ ~ ~ ~ A I ~ _ od /
1 v A Q I ~ ~ I ~j 1 t t t- -1 .L 96l L L _v_~__. I \ - - - - - - - - - -
C9 } I Lf. .68 I I I ~ ~ O Z ~ z~ I
Q ~ ~ ~ ?ml-p I ~ I I l l y ~ ~ 1I W I I I ~I 1 1 l 1/ I ~ ~ - fA~UI ~ I l I I I
- ~ ~ w w ~ I I ~w ( 1 I I 1~ W W~ I 1 I I I ~ I l v ~ ~ 1 I I I I l~ l l I I
~ ~ wd ~ I I I I I I I ( I v~ ~ i I ~ Joy I I I I I I~~ , I I r v v - zaJw I I I I I I I=~~ I I I~ I v vo~ _
- i I _o V I I I( I I I I vo~o I , ( I v
~oJ~ I I I I I I I ~ I II I v v I ~ UUJQ I II I l I I I l I g~~' v A3 m~ I I Q w~ 1 1 I I I 1
~ ag ~ I I ~ ~w w I 1 1 II I I I~ A I I ~mJy I 1 I 1 r~ oQa
p J I I I I I ~ < ~ y Z ~ I I I ' - I I aijUJQQ I ~ I I I I 1 I
I I ~ J .J I I I ~ 1 I I o~3Nm , ~ I I~
z I _ ~
I

CONSTRUCTION SPECIFICATIONS
1. Basin area and areas under the embankment and any
structural works shall be cleared, grubbed and stripped of
any vegetation and root material as shown on the erosion
and sediment control plan.
2. A cut-off trench shall be excavated along the centerline
of the earth fill embankments. The minimum depth shall be
2 feet. The cut off trench shall extend up both abutments
to the riser crest elevation.
3. Fill material for the embankment shall be mineral soil, free
of roots, woody vegetation, oversized stones, rocks or other
objectionable material and be sufficiently moist for compaction.
4. Fill material shall be placed in 6 -inch lifts, continuous
layers over the entire length of the fill. Compacting shall be
obtained by routing the hauling equipment over the fill so that
the entire surface of each layer of the fill is traversed by at
least one wheel or tread track of the equipment, or by use of
a compactor.
5. The embankment shall be constructed to an elevation of
10 percent higher than the design height to allow for
settlement if compacting is obtained with hauling equipment.
If compactors are used for compacting, the overbuild may be
reduced to not less than 5 percent.
6. The principle spillway riser shall be securely attached to the
discharge pipe. All connections shall be watertight.
7. The pipe and riser shall be placed on a firm, smooth soil.
8. The embankment and emergency spillway shall be stabilized
with vegetation immediately following construction.
9. Construction operations shall be carried out in such a
manner that erosion and water pollution will be minimized.
10. Local and state requirements shall be met concerning
fencing and signs warning the public of hazards of soft
sediment and floodwater.
MAINTENANCE
1. Inspect weekly and after each rain.
2. All damages caused by soil erosion or construction
equipment shall be repaired before the end of each working
day.
3. Remove the sediment when the sediment storage zone is
1/2 full. This sediment shall be placed in such a manner that
it will not erode from the site. The sediment shall not be
deposited downstream from the embankment or in or adjacent
to a stream or floodplain.
6' ♦ --I 18'
y� t
VE9W WO11NG UPSTRLY
KEY ONE INTO THE DITCH ON"
AND EXTEND IT BEYOND THE ABUTMENTS
A MOO" OF 1NY TO PREVENT OVER
FLOW AROUND DAY.
24'
now
8 ft.
SNCTION ♦ - ♦
V - THE DISTANCE SUCH THAT POINTS 'A' AID
'B' ME OF EQUAL 8"AT ON.
'Lt
PONT 'A' PONE .B.
SPACING 911111rIlIM CHM DAYS
ROCK
CHECK DAM
CONSTRUCTION SPECIFICATIONS
1. Place 4-15" stone as shown on plan on a filter
fabric foundation.
2. Keep the center stone section at least 9" below
natural ground level where the dam abuts the channel
banks.
3. Extend stone at least 1.5' beyond the ditch banks
to keep overflow water from undercutting the dam as
It reenters the channel.
4. Set spacing between dams to assure that the ele-
vation at the top of the lower dam is the some as
the toe elevation of the upper dam.
5. Make sure that the channel reach above the most
upstream dam is stable.
6. Ensure that channel appurtenances, such as culvert
entrances below check dams, are not subject to damage
or blockage from displaced stones.
'fl'II"'II" • •:'. ••.'..,p.. :�� •\ .. �.\. �. fil�Illt�Itlf�Il �I�t l��tll�``I
I _�',�?�'•?!.•. �1•-"Z�•,i�'::\:!`\���{���y. i• � t�pi.Iitiiri�til �i��Ii X41
'�\Q�`.�:\��`/ti��.� ii.�>�i�t�1i.--���\�� Ii �ti?:•til poi t!iI�?i�%i?
�`.\.` ``.`!`,` ``.`;r.•�V�C�\�\\'.\t\�\\: til�iti?pi!titS4pipto$!epit
I
r_!= a
PLAN
1. 'La' - LENGTH OF APRON. OISIANCE Yd SUFFICIENT BE OF SUFFICLENGTH
TO DISSPATE ENERGY.
2. APRON SHALL BE SET AT A ZERO GRADE MID ALIGNED STRAIGHT.
3. FILTER MATERIAL SHALL BE FLIER FABRIC OR 6• THICK (NN.) GRADED GRAVEL
LAYER.
CONSTRUCTION SPECIFICATIONS
1. Ensure subgrade for the filter and riprap is at zero
grade. Compact any fill required in the subgrade to
the density of the surrounding undisturbed material.
Low areas in the subgrade on undisturbed soil may
also be filled by increasing riprap thickness.
2. Filter cloth, when used, must meet design require-
ments and be protected from punching or tearing.
All connecting joints should overlap at least 1'.
3. Riprop may be field stone or rough quarry stone.
It should be hard, angular, highly weather -resistant
and well graded.
4. Construct the apron on zero grade with no over -
fall at the end. Make the top of the riprap at the
downstream end level with the receiving area or slightly
below it.
5. Ensure that the apron is properly aligned with the
receiving stream and preferably straight throughout
its length. If a curve is needed, place it in the upper
end of the apron.
6. Immediately after construction, stabilize all disturbed
areas with vegetation.
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL POST- -A
/ ATMA ' 'I
RURUNOFF
., f
24" MIN. \� 12•
BUCK LL�
ST♦NDAW DITAM
TRENCH WITH NATIVE BApffN.L
NOM
1. INSPECT AND TEPW FENCE AFTER EACH
STORM EVER ANO REMOVE SEDIMENT WHEN
NECESSARY.
z. REMOVED SEDIMENT SHAL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SBE MO CMI BE PERMANENTLY
STABILIZED.
R NOTE: DO NOT
ATTACH FABRIC
TO EXISTING
TREES.
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION MATERIAL
1. Use synthetic filter fabric or pervious sheet of
polypropylene, nylon, polyester, or polyethylene yarn,
which is certified by the manufacturer or supplier as
having a minimum filtering efficiency of 857% tensile
strength of 30 Ib/in (standard) or 50 Ib/in (extra
strength) at 20% elongation, and a slurry flow rate
of 0.3 gal/sq ft. Synthetic fabric should contain ultra-
violet ray inhibitors and stabilizers to provide min. 6
months expected usable life at 0-120 deg. F.
2. Ensure that posts are 1.33 Ib/ft steel with a minimum
length of 4 feet.
3. Use min. 14 gauge wire fence with max mesh
spacing of 6".
CONSTRUCTION
1. Ensure height of fence does not exceed 18" above
ground surface.
2. Construct fabric from continuous roll cut to length
of barrier to avoid joints. When joints are necessary,
securely fasten the filter cloth only at a support
post with overlap to the next post.
3. Support standard strength fabric with wire mesh
fastened securely to upslope side of posts using
heavy duty wire staples at least 1" long. Extend wire
mesh to bottom of trench.
DIVERSION DIKE
3
W
O Y
LL
o STANDARD
o METAL
SECTION
ND
I-
�o 0
STRAP
. gyp
.o
• P• 4
STABILIZED
q f OUTLET
FLEXIBLE DOWNDRAIN Oma
OR PLASTIC PIPE OR
FABRIC. SEWN FILTER
ISLAND
INLET o
PLAN VIEW
DIVERSION
ISLAND STRAP
OVER INLET
I 1=1
EXTENSION
COLLAR
STOUITLLZED
ET
SECTION
SLOPE DRAIN
CONSTI MON SPECIFICATIONS
1. Place slopes on undisturbed soil or well -compacted fill at locations and
elevations shown on plans.
2. Slightly slope the section of pipe under the dike toward its outlet.
3. Compact the sol under and around the entrance section in lifts not to exceed
6".
4. Ensure fill over drain at top of slope has min. depth of 1.5' and min. top width
of 4'. The sides should have 3:1 slopes.
5. Ensure all drain connections are watertight.
6. Ensure fill material is well -compacted. Securely fasten the exposed section of
the drain with grommets or stakes spaced no more than 10' apart.
7. Extend drain beyond toe of slope and adequately protect outlet from erosion.
8. Make settled, compacted dike ridge no less than 1' higher than top of pipe.
9. Immediately stabilize disturbed areas following construction.
A
W
W
DRAIN W
Y
GRATE
0
o_
E5-4
SLt
A
PLAN VIEW
ATTACH FILTER FABRIC
SECURILY TO 2X4 WOOD TOP FRAME NECESSARY
FRAME, OVERLAPPING FOR STABILITY
FABRIC TO NEXT STAKE
PONDING HT.
2x4 WOOD FRAME
18" 4 SIDES OF D.I.
36" MAX
�\ 2" MI
DROP
(INLET
SECTION A -A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY.
4. THE TOP OF THE FRAME (PONDING HEIGHT) SILT FENCE
= MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY- DROP INLET
PASSING THE INLET. A TEMPORARY DIKE MAY INLET
a BE NECESSARY ON THE DOWNSLOPE SIDE OF SED. BARRIER
Q THE STRUCTURE.
FILL SEDIM107
CONDUCTION SPECIFICATIONS
1. Support posts for silt fence must be steel posts or 2"x4" wood, length 3'
minimum, spacing 3' maximum, with a top frame support recommended.
2. Excavate a trench 4" wide and 6" deep and bury the bottom of the silt
fence in the trench.
3. Backfill the trench with gravel or soil. Compact backfill well.
4. The height of the silt fence shall be a maximum of 1.5' measured from
the top of the inlet.
5. Inspect the barrier after each rain and promptly make repairs as needed.
6. Sediment shall be removed after each significant storm (1" in 24 hrs.) to
provide adequate storage volume for the next rain.
7. The removed sediment shall be deposited in an area that will not
contribute sediment off-site and can be permantly stabilized.
MAINTENANCE PLAN
1. All erosion and sediment control practices will
be checked for stability and operation following
every runoff -producing rainfall but in no case less
than once every week. Any needed repairs will be
made immediately to maintain all practices as
designed.
2. Sediment will be removed behind the sediment
fence when it becomes about 0.5' deep at the
fence. The sediment fence will be repaired as
necessary to maintain a barrier.
3.Esun re temporary Y
orar sediment trap is cleared once
sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
GENERAL NOTES:
1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. FLAG OR
OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND
CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, MUCK,
ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT THE PLANTED
STABILITY OF THE FILL.
3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE LAYERS
AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED
PROBLEMS.
4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE
OF SEDIMENT AT ALL TIMES.
5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO
RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION ESTABLISHMENT.
6. SLOPES MUST BE STABILIZED WITHIN 21 CALENDER DAYS AND ALL OTHER AREAS
WITHIN 30 WORKING DAYS OR 90 CALENDER DAYS.
PAVEMENT GRASS
SLOPE SLOPE
US FOUNDRY 4139 FRAME AND 6429 GRATE
d e A
u °
PAVING
DRAINAGE PIPE - e
SEE GRADING PLAN FOR I-�
SIZE do LAYOUT I a
PRECAST KNOCKOUT BASIN
4000 PSI CONCRETE
H-20 LOADING
6" 2'-0" SQ. MIN. OR
LARGEST PIPE +8"
° a
a
a -
d a
INSTALL dk MAINTAIN INLET PROTECTION AROUND
ALL STORM DRAIN INLETS DURING CONSTRUCTION.
CATCH BASIN
N.T.S.
RIM ELEVATION
VARIES
I
INVERT ELEVATION
UNDISTURBED EARTH OR
FILL COMPACTED TO 95X
STD PROCTOR
IYPAR STYLE 3101 OR
APPROVED EQUAL
TYPICAL SECTION
CONSTRUCTION SPECIFICATIONS
1. Excavate cross section to grades shown on plans.
Overcut for thickness of rock and filter.
2. Place filter fabric or gravel filter layer, and rock
as soon as the foundation is prepared.
3. Place rock so it forms a dense, uniform, well -graded
mass with few voids. Hand placement may be
necessary to obtain good size distribution.
4. No overfall of channel construction should exist.
Grass lined channels with riprap bottoms must have
a smooth contact between riprap and vegetation.
5. Outlet must be stable.
6. Use a foundation of extra strength filter fabric
or and aggregate filter layer.
PERMANENT SEEDING
GRASS -LINED CHANNELS
EMERGENCY SPILLWAY RIPRAP
175-200 Ib/ac
Kentucky bluegrass
d50 -B"
Rye
40 Ib ac
/
dMAX -a-
4000 lb/ac
10-10-10 fertilizer
LENGTH APRON -10' .,
straw
4000 Ib/ac
WIDTH APRON -10' YERGENCI' i
15 - Feb. 1)
Tall fescue
SPILLWAY
Serica lespedeza
30 Ib/ac
EOiBMN ENT
10 Ib/ac
Rye
SEDIMENT RISER w11H
Lime
4000 Ib/ac
BASIN TRASH RACK
1000 Ib/ac
straw
4000 Ib/ac
TEMPORARY
SEEDING
STABILIZED OUTLET RIPRAP
aso -B•
APRON -10'
wIDn1 APRGN -10'
ZUK
TRASH RACK flNBMNCIIEM
C� / EMERGENCY SPILLWAY ATgN
/ SINN
SPILLWAY1.0
RE
1.s' z s I-� s Fu I =1 - e��+Ei
Z WASLA
HMM 1 II . AM caeNP,cTEo .,-III- ST
I I-. 1=1 1= =
1=� I =1 af
STONE (057) - i i-1
cE
=1 11=1 11=1 I I I I I=1 11=1 I' =1 11=1 11=1 11=111=1 1=1 1 Ed 11=1
ATI I I- I :7
-I =1llI ITR I- Amnj;pEP COUIR
. WIN IYP. OF 2
DRILL 1 1/2 HOLE INV. ONT IOUs
AT AN ELEVATION OF
DE TO DRAIN POND MNR-FLOTATON
BLOCK 10 CU. YARDS
SEt,'TION
SEDIMENT
I
BASIN
I
N.T.S.
AO
CONSTRUCTION SPECIFICATIONS
1. Basin area and areas under the embankment and any
structural works shall be cleared, grubbed and stripped of
any vegetation and root material as shown on the erosion
and sediment control plan.
2. A cut-off trench shall be excavated along the centerline
of the earth fill embankments. The minimum depth shall be
2 feet. The cut off trench shall extend up both abutments
to the riser crest elevation.
3. Fill material for the embankment shall be mineral soil, free
of roots, woody vegetation, oversized stones, rocks or other
objectionable material and be sufficiently moist for compaction.
4. Fill material shall be placed in 6 -inch lifts, continuous
layers over the entire length of the fill. Compacting shall be
obtained by routing the hauling equipment over the fill so that
the entire surface of each layer of the fill is traversed by at
least one wheel or tread track of the equipment, or by use of
a compactor.
5. The embankment shall be constructed to an elevation of
10 percent higher than the design height to allow for
settlement if compacting is obtained with hauling equipment.
If compactors are used for compacting, the overbuild may be
reduced to not less than 5 percent.
6. The principle spillway riser shall be securely attached to the
discharge pipe. All connections shall be watertight.
7. The pipe and riser shall be placed on a firm, smooth soil.
8. The embankment and emergency spillway shall be stabilized
with vegetation immediately following construction.
9. Construction operations shall be carried out in such a
manner that erosion and water pollution will be minimized.
10. Local and state requirements shall be met concerning
fencing and signs warning the public of hazards of soft
sediment and floodwater.
MAINTENANCE
1. Inspect weekly and after each rain.
2. All damages caused by soil erosion or construction
equipment shall be repaired before the end of each working
day.
3. Remove the sediment when the sediment storage zone is
1/2 full. This sediment shall be placed in such a manner that
it will not erode from the site. The sediment shall not be
deposited downstream from the embankment or in or adjacent
to a stream or floodplain.
6' ♦ --I 18'
y� t
VE9W WO11NG UPSTRLY
KEY ONE INTO THE DITCH ON"
AND EXTEND IT BEYOND THE ABUTMENTS
A MOO" OF 1NY TO PREVENT OVER
FLOW AROUND DAY.
24'
now
8 ft.
SNCTION ♦ - ♦
V - THE DISTANCE SUCH THAT POINTS 'A' AID
'B' ME OF EQUAL 8"AT ON.
'Lt
PONT 'A' PONE .B.
SPACING 911111rIlIM CHM DAYS
ROCK
CHECK DAM
CONSTRUCTION SPECIFICATIONS
1. Place 4-15" stone as shown on plan on a filter
fabric foundation.
2. Keep the center stone section at least 9" below
natural ground level where the dam abuts the channel
banks.
3. Extend stone at least 1.5' beyond the ditch banks
to keep overflow water from undercutting the dam as
It reenters the channel.
4. Set spacing between dams to assure that the ele-
vation at the top of the lower dam is the some as
the toe elevation of the upper dam.
5. Make sure that the channel reach above the most
upstream dam is stable.
6. Ensure that channel appurtenances, such as culvert
entrances below check dams, are not subject to damage
or blockage from displaced stones.
'fl'II"'II" • •:'. ••.'..,p.. :�� •\ .. �.\. �. fil�Illt�Itlf�Il �I�t l��tll�``I
I _�',�?�'•?!.•. �1•-"Z�•,i�'::\:!`\���{���y. i• � t�pi.Iitiiri�til �i��Ii X41
'�\Q�`.�:\��`/ti��.� ii.�>�i�t�1i.--���\�� Ii �ti?:•til poi t!iI�?i�%i?
�`.\.` ``.`!`,` ``.`;r.•�V�C�\�\\'.\t\�\\: til�iti?pi!titS4pipto$!epit
I
r_!= a
PLAN
1. 'La' - LENGTH OF APRON. OISIANCE Yd SUFFICIENT BE OF SUFFICLENGTH
TO DISSPATE ENERGY.
2. APRON SHALL BE SET AT A ZERO GRADE MID ALIGNED STRAIGHT.
3. FILTER MATERIAL SHALL BE FLIER FABRIC OR 6• THICK (NN.) GRADED GRAVEL
LAYER.
CONSTRUCTION SPECIFICATIONS
1. Ensure subgrade for the filter and riprap is at zero
grade. Compact any fill required in the subgrade to
the density of the surrounding undisturbed material.
Low areas in the subgrade on undisturbed soil may
also be filled by increasing riprap thickness.
2. Filter cloth, when used, must meet design require-
ments and be protected from punching or tearing.
All connecting joints should overlap at least 1'.
3. Riprop may be field stone or rough quarry stone.
It should be hard, angular, highly weather -resistant
and well graded.
4. Construct the apron on zero grade with no over -
fall at the end. Make the top of the riprap at the
downstream end level with the receiving area or slightly
below it.
5. Ensure that the apron is properly aligned with the
receiving stream and preferably straight throughout
its length. If a curve is needed, place it in the upper
end of the apron.
6. Immediately after construction, stabilize all disturbed
areas with vegetation.
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL POST- -A
/ ATMA ' 'I
RURUNOFF
., f
24" MIN. \� 12•
BUCK LL�
ST♦NDAW DITAM
TRENCH WITH NATIVE BApffN.L
NOM
1. INSPECT AND TEPW FENCE AFTER EACH
STORM EVER ANO REMOVE SEDIMENT WHEN
NECESSARY.
z. REMOVED SEDIMENT SHAL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SBE MO CMI BE PERMANENTLY
STABILIZED.
R NOTE: DO NOT
ATTACH FABRIC
TO EXISTING
TREES.
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION MATERIAL
1. Use synthetic filter fabric or pervious sheet of
polypropylene, nylon, polyester, or polyethylene yarn,
which is certified by the manufacturer or supplier as
having a minimum filtering efficiency of 857% tensile
strength of 30 Ib/in (standard) or 50 Ib/in (extra
strength) at 20% elongation, and a slurry flow rate
of 0.3 gal/sq ft. Synthetic fabric should contain ultra-
violet ray inhibitors and stabilizers to provide min. 6
months expected usable life at 0-120 deg. F.
2. Ensure that posts are 1.33 Ib/ft steel with a minimum
length of 4 feet.
3. Use min. 14 gauge wire fence with max mesh
spacing of 6".
CONSTRUCTION
1. Ensure height of fence does not exceed 18" above
ground surface.
2. Construct fabric from continuous roll cut to length
of barrier to avoid joints. When joints are necessary,
securely fasten the filter cloth only at a support
post with overlap to the next post.
3. Support standard strength fabric with wire mesh
fastened securely to upslope side of posts using
heavy duty wire staples at least 1" long. Extend wire
mesh to bottom of trench.
DIVERSION DIKE
3
W
O Y
LL
o STANDARD
o METAL
SECTION
ND
I-
�o 0
STRAP
. gyp
.o
• P• 4
STABILIZED
q f OUTLET
FLEXIBLE DOWNDRAIN Oma
OR PLASTIC PIPE OR
FABRIC. SEWN FILTER
ISLAND
INLET o
PLAN VIEW
DIVERSION
ISLAND STRAP
OVER INLET
I 1=1
EXTENSION
COLLAR
STOUITLLZED
ET
SECTION
SLOPE DRAIN
CONSTI MON SPECIFICATIONS
1. Place slopes on undisturbed soil or well -compacted fill at locations and
elevations shown on plans.
2. Slightly slope the section of pipe under the dike toward its outlet.
3. Compact the sol under and around the entrance section in lifts not to exceed
6".
4. Ensure fill over drain at top of slope has min. depth of 1.5' and min. top width
of 4'. The sides should have 3:1 slopes.
5. Ensure all drain connections are watertight.
6. Ensure fill material is well -compacted. Securely fasten the exposed section of
the drain with grommets or stakes spaced no more than 10' apart.
7. Extend drain beyond toe of slope and adequately protect outlet from erosion.
8. Make settled, compacted dike ridge no less than 1' higher than top of pipe.
9. Immediately stabilize disturbed areas following construction.
A
W
W
DRAIN W
Y
GRATE
0
o_
E5-4
SLt
A
PLAN VIEW
ATTACH FILTER FABRIC
SECURILY TO 2X4 WOOD TOP FRAME NECESSARY
FRAME, OVERLAPPING FOR STABILITY
FABRIC TO NEXT STAKE
PONDING HT.
2x4 WOOD FRAME
18" 4 SIDES OF D.I.
36" MAX
�\ 2" MI
DROP
(INLET
SECTION A -A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY.
4. THE TOP OF THE FRAME (PONDING HEIGHT) SILT FENCE
= MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY- DROP INLET
PASSING THE INLET. A TEMPORARY DIKE MAY INLET
a BE NECESSARY ON THE DOWNSLOPE SIDE OF SED. BARRIER
Q THE STRUCTURE.
FILL SEDIM107
CONDUCTION SPECIFICATIONS
1. Support posts for silt fence must be steel posts or 2"x4" wood, length 3'
minimum, spacing 3' maximum, with a top frame support recommended.
2. Excavate a trench 4" wide and 6" deep and bury the bottom of the silt
fence in the trench.
3. Backfill the trench with gravel or soil. Compact backfill well.
4. The height of the silt fence shall be a maximum of 1.5' measured from
the top of the inlet.
5. Inspect the barrier after each rain and promptly make repairs as needed.
6. Sediment shall be removed after each significant storm (1" in 24 hrs.) to
provide adequate storage volume for the next rain.
7. The removed sediment shall be deposited in an area that will not
contribute sediment off-site and can be permantly stabilized.
MAINTENANCE PLAN
1. All erosion and sediment control practices will
be checked for stability and operation following
every runoff -producing rainfall but in no case less
than once every week. Any needed repairs will be
made immediately to maintain all practices as
designed.
2. Sediment will be removed behind the sediment
fence when it becomes about 0.5' deep at the
fence. The sediment fence will be repaired as
necessary to maintain a barrier.
3.Esun re temporary Y
orar sediment trap is cleared once
sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
GENERAL NOTES:
1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. FLAG OR
OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND
CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, MUCK,
ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT THE PLANTED
STABILITY OF THE FILL.
3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE LAYERS
AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED
PROBLEMS.
4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE
OF SEDIMENT AT ALL TIMES.
5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO
RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION ESTABLISHMENT.
6. SLOPES MUST BE STABILIZED WITHIN 21 CALENDER DAYS AND ALL OTHER AREAS
WITHIN 30 WORKING DAYS OR 90 CALENDER DAYS.
PAVEMENT GRASS
SLOPE SLOPE
US FOUNDRY 4139 FRAME AND 6429 GRATE
d e A
u °
PAVING
DRAINAGE PIPE - e
SEE GRADING PLAN FOR I-�
SIZE do LAYOUT I a
PRECAST KNOCKOUT BASIN
4000 PSI CONCRETE
H-20 LOADING
6" 2'-0" SQ. MIN. OR
LARGEST PIPE +8"
° a
a
a -
d a
INSTALL dk MAINTAIN INLET PROTECTION AROUND
ALL STORM DRAIN INLETS DURING CONSTRUCTION.
CATCH BASIN
N.T.S.
RIM ELEVATION
VARIES
I
INVERT ELEVATION
UNDISTURBED EARTH OR
FILL COMPACTED TO 95X
STD PROCTOR
IYPAR STYLE 3101 OR
APPROVED EQUAL
TYPICAL SECTION
CONSTRUCTION SPECIFICATIONS
1. Excavate cross section to grades shown on plans.
Overcut for thickness of rock and filter.
2. Place filter fabric or gravel filter layer, and rock
as soon as the foundation is prepared.
3. Place rock so it forms a dense, uniform, well -graded
mass with few voids. Hand placement may be
necessary to obtain good size distribution.
4. No overfall of channel construction should exist.
Grass lined channels with riprap bottoms must have
a smooth contact between riprap and vegetation.
5. Outlet must be stable.
6. Use a foundation of extra strength filter fabric
or and aggregate filter layer.
PERMANENT SEEDING
GRASS -LINED CHANNELS
Tall fescue
175-200 Ib/ac
Kentucky bluegrass
20 Ib/ac
Rye
40 Ib ac
/
Lime
4000 lb/ac
10-10-10 fertilizer
1200 Ib/ac
straw
4000 Ib/ac
ALL OTHER SURFACES
15 - Feb. 1)
Tall fescue
100 Ib/ac
Serica lespedeza
30 Ib/ac
Kobe lespedeza
10 Ib/ac
Rye
40 Ib/ac
Lime
4000 Ib/ac
10-10-10 fertilizer
1000 Ib/ac
straw
4000 Ib/ac
TEMPORARY
SEEDING
SUMMER (May 15 - Aug 15)
German millet
40 Ib/ac
FALL (Aug 15 - Dec 15)
Rye (grain)
120 Ib/ac
WINTER/EARLY SPRING (Feb
1 - May 15)
Rye (grain)
120 Ib/ac
Korean lespedeza
50 Ib/ac
WINTER/EARLY SPRING (Dec
15 - Feb. 1)
Rye (grain)
120 Ib/ac
Korean lespedeza
(unscarified)
50 Ib/ac
Mulch- Asphalt tack
4000 Ib/ac
Lime
2000 Ib/ac
10-10-10
750 Ib/ac
straw
4000 Ib/ac
VVI\J 11\VVIIVI\ JI LVI11
FILL SLOPES
1. Place fill slopes in lifts not to exceed 6 inches and
make sure each lift is properly compacted.
2. Ensure that the face of the slope consists of loose,
uncompacted fill 4 to 6 inches deep.
3. Groove using any appropriate implement that can
be safely operated on the slope. Do not make grooves
less than 3 inches deep nor than 15 inches apart.
4. Do not blade or scrape the final slope face.
CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN
CLEARED AND GRUBBED
1. Roughen cut areas to shallow grooves by normal
tilling, disking, harrowing, or use of a cultipacker-
seeder. Make the final pass of any such tillage
implement on the contour.
2. Make grooves formed by such implements close
together (< 10 inches) and not less than 1 inch deep.
3. Excessive roughness is undesirable.
Immediately seed and mulch roughened areas to obtain
optimum seed germination and growth. Periodically check
the seeded slopes for rills and washes. Fill these
areas slightly above the original grade, reseed and
mulch as soon as possible.
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance and exit area of all vegetation,
roots, and other objectionable material and properly
grade it.
2. Place the gravel to the specific grade and
dimensions shown on the plans, and smooth it.
3. Provide drainage to carry water to the sediment
trap.
(30 cm)
/ (15 cm)
2
J>
(15 cm)
4 00 cm)
r 1: ] »_
n \
2 5"
C -
Scm 12.Scm
s
-s"
5. (10cm-15cm +
15 cm
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE:
WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEMSTAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN
WITH THE COLORED SEAM STITCHWMON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m -12m) INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
A NOTE:
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
C

2'-6' MINIMUM
I 2" TYPE 1-2 COMPA CONCRETE THRUST BLOp( (sEE a:ruL FoR aMENSO"s)
CTED - FUII WIDTH OVERLAY BITUMINOUS SURFACE COURSE
WORD "WATER" CAST IN TOP s/B' THREADED ROD INISHED GRADE
6" TYPE HB BITUMINOUS BINDER COURSE IN TWO 3" COMPACTED LIFTS Y PLUG ro srANOU~o eLOw-ass
PUMPER NOZZLE TO FACE ROAD SAWCUT EXISTING PAVEMENT z' cALVArazED PIPE
6" C.A,B.C. IN TWO 3" COMPACTED
LIFTS COMPACTED TO 100% NDTE. COMPACTION -STANDARD WATER u ~ -III-I I I I I -I I I~ 11=' I I=i - I-
O 1, al. Va.VES SHAD. BE LEFT-HAND OPEN.
FlRE HYDRANT Z x JI _ A.W.W.A. APPROVED 4" 7 j I=111-11 III III I III III Y ELBOW
MIN ~ b III I~IIIII III IIIlilll III III I~ EXISTING EXISTING ~I I ul IIL,. nl IIL ,I ' ' ~ Y GATE vu.v< w/ STD, BROOKS PRODUCTS Y ~ D~~NC~NUT CONCRETE COLLAR FOR
~ a "i~i~~l~l-I ~ ~ Il~lli-~ ~I FMIISH GRADE I'~ I Ill ~I~ 111=1~I N'~ VALVE BOXES
.111.11 Ill_III~,III III, o: - ,III ,III 1,111 III .II TRACER WIRE "LOOPED" UP INSIDE
I I.III =1 1=III=III- 11,111- II ~ o .III. ~ TB' zB' Mn~. 3' MIN VALVE BOX FOR LOCATING WATER MAIN
BITUMINOUS TACK COAT IIlll II=111 III o - i 1'-0" 1'-0" PIPE 1'-0" 1'-0" =111~_~ I ~ i I I- M ~ COVER ADJUSTIBLE CAST IRON VALVE BOX
MAX. O.D. MAX. ~ z
COMPACTED EARTH
caMPAGTEO NOTE: UPPER TWO FEET .I BACKFlLL I waac 'WATER' casr IN TGP (rtP) 2" SQUARE OPERATING NUT BROOKS PRE-CAST CONCRETE
EARTH OF BACKFlLL UNDER ROADS _ 1~1 I ~ BACKFlLL TO BE COMPACTED TO 1009 -111 Il.~ vu~E Box COLLAR z• col~uNc
:III- I TEE CONNEC110N .III=11 III_ _ ~ CONCRETE OR WOOD BLOCKING
1/3 CU. YD. OF GRAVEL ADJUSIIBLE CAST BTON TO WATER MAIN 11.111 I~I~I-~i ~ aT wA~ED sTONE vuvE eox SEE DETAIL =III=I III=III=, 'Il =11 III, I~I~ I~I~II ~~=~1-III I I I I II ill ~ I~II~I ~ (OR APPROVED VALVE BOX) ~II~II-JII~II I _ I ~I II_III-III-I III ICI I~ III ~II~IIIIIII~I_~II~-II II 111~11j1111~1~ I I IIII II 11, I II~~I~
M ~ ~ l~ III III- I I I ,Ip '~-III, I I I . II-' ~~I~~~~~11- =f11~~11~~=~
DRaN s• GATE _I_ II_III._ ,III== , I=~ ,III=III,, vuvE a/s•~ THREADED Roo ~I I I ~ i ~ I,II I-III =1I III I ~ ~ i ~ I_I I I=1I I _ _I cuv. oR ~r. coA,FO I : II ,,,_III III_ II III-III,;, I I_ I- I ~=11 ~ -1I I~ I h_
~ srArnu~o CAST IRGN I I H ' -I I1=1 COMPACTED BACKFlLL m WATER vu.vf Box TRACER WIRE
UNDISTURBED EARTH ~ ~x ~ (~12 GA. COPPER)
' • p NOTE: • Z WATER GATE ATTACH TO WATER MAIN
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. ' MAIN VALVE
GROOMED CLEAN OF DUST BEFORE TACK COATI S APPLIED. v : . a,
2. EDGES TO BE TACKED WITH CR-SI OR CRS-II. 2' GAl uW2ED PIPE
3. CONTRACTOR RESPON I ' ~ S BLE FOR REPLACEMENT OF ANY ' ~ PAVEMENT MARKIN GS DISTURBED OR COVERED BY OVERLAY. 4•f aR LutcER CONCRETE SUPPORT PAD
a , THausT eE WATER uuN (REQUIRED ON GATE VALVES
~sTURBED EARiH al ENDS TO BE MECHANICu JOINTS IA~ILE55 OiHERrESE NO1ED TYPICAL A S P H A L T 10" OR LARGER ONLY)
PAVEMENT REPAIRS cxwcRETE SUPPORT PAD TYPICAL HYDRANT urrolstuReEO EARTH NOTE: 1. GATE VALVE SHALL BE LEFT HAND OPEN (C.C.W.).
ANO THRUST eLOac N.T.S. z' ELeow 2. GATE VALVES SHALL BE AWWA APPROVED. PRONDE BLOCK SUPPORT 2• GATE vu.vE w/ 3. GATE VALVE TO HAVE 2" SQUARE OPERATING NUT.
TO Sdm GROUND 2' SO. OPERATING NUT OR HAIVDXHEEL
(LEFT HAND OPEN)
TYPICAL GATE VALVE 2" VALVE WITH BLOW-OFF
r-ov rwBRxe ~ giFl 'IM1EN' CAST N TCP ERABE
5/9" THREADED ROD
-EI III [IFS I I I1~~~~1 1~IIF,IIII~~uc~. (GALVANIZED OR BITUMINOUS COATED) 2' PLUG TO
=1 I ~Ilkl"1-_I 'a I'(pll STANDARD BLOW-OFF
1 1l~ •1•.~ I `t } . III PREGS? CLNdR.iE ' I _ • , ~ y' i I ECCENABC YANFICIE CONE
W
` '•i Z 5REET ELLS d METER BOX a
'•'r: { • +
' ' i M REIEAtE
b i VALYE BRASS PRq AND gTiMCS ~ SIE 70 W701 M REIFASE VAUE
r~ . • s a'~ v~rasr A
BRASS eALL I: YMB101E IB9ER SEC71011 „ , vAl~ ; 7"
3/4 K COPPER ~ A z A 2 , aowP. I~I1=III-III-IIII-111J11-'III=111 ~ 1~=
I STOP ' III= WAIER LINE a i i-i ~ - - -i n-I 11=1 I I I~ I I-i i i sAOaF A II ~ I ~ I I ~ ~ -III- ~ - ~ -III I~ ~ IJ ~ = 1=-1 I I I~ I I-III :III II~IIJII-
' I=1 I I-I = - - = I -III-111= WATER MAIN I -III-III- ~ 11. a 0 o N
11=1! ' ~•I~I~i~Ell-iiIINII~ - 'II I" ! ~I WATER o 0
n ~I ~ _ y I~CI~G]II-'''II_ I~I s. , . 12 COA7FD CCWEA 3/4 TAP IE~ - III TM~ B~ ~ art coNCRETE MAIN 0 0
THRUST I' ° D
~ ~ ~ ~ BLOCK ACT BEIl,E11 MANH0IE ANB PpE CONCRETE _ _ _ I
BLOCK ~I,11=1~1=1~1 II1-1~ , , ~I~~ITil~l~ 4"
TYPICAL AIR RELEASE VALVE INSTALLATION ~a~P~ 3/4' FlP 3" UNDISTURBED BEND
EARTH
PLAN ELEVATION
NOTES FOR WATER SERVICES: NOTES:
1, SADDLE AND CORPORATION STOP REQUIRED AT MAIN. 6"-3000 PSI CONCRETE 1~-0 SEE TRENCH DETAIL 1'-0 A 1. FlTTINGS SHALL BE DUCTILE IRON MECHANICAL
TO MATCH EXISTING FOR WIDTH SAWCUT EXISTING EDGE TO 2. SERVICE METER SHALL BE EQUAL TO 5/8" X 3/4° A z A 2 CONCRETE SURFACE PROVIDE NEAT STRAIGHT PRECISION METER OR EQUIVALENT, EDGE PRIOR TO REPAI - JOINT FlTTINGS AS PER DESIGNED AND MANUFACTURED - AS PER AWWA C153 AND RATED AT 200 PSI. FlTTINGS
3. SADDLES FOR TAPS TO MAIN SHALL BE DESIGNED FOR TYPE R ~=111=iii~II~I~IbIbI~IFJIbI1=111=1I' SHALL BE LINED IMTH CEMENT MORTAR WITH A SEAL FJ I Ib~l l11 ~ 11l' OF aITUMINOUS MATERIALS AS PER AWWA C104.
• 111= I I ~I I - -1I ~I I I-111- OF MAIN THAT IS INSTALLED. ~ ' • -
,EXI STING CONCRETE:,, . • •~EXISTIN,C~ CONCRETE • 6" ~~I~II
~ ' Ad•' • 4r • •i~.'Iti' •A'' EXISTING BASE COURSE XI I I III-III-III=1 I I=1 ~ 1=1 I I~ 11- IIII IIIJII~II~II~II=II~II~~ A A
6 MIN. CABC COMPACTED E STING BASE COURSE a11i1- - - - I ~ I~- WATER
,1 , TO 1009 STD, PROCTOR _ -,I ~ 6" -III. ,-11=III=III-= 3" uFTS 11~= II=111=_ ,III- ~ ..I I1=Ill Il I-~ _ I I-III _ IIII l illir ~ Q D METER
III _ _II -11=111~~i: _I'~ -III=111 , I I ~ I I III- WATER
- _III,_ • _III- I~I ,III' ~I~I-_ IAAIN III .III ; • . :III=111- WATER c MAIN ~ > _ P
~I~I- _III=1~ DRY/ ~-IlI . • 1 _III= 0 -III 11= D w
5' ~ _111,1. III =1 5 UNDISTURBED I,III : • : II,I~I-~ IIIIIII I I~ N
EARTH I- 111=I11~ NOTE: ~ II' I=11I I.I I l PLASTIC -III- - 11=
II=11: - SADDLE & CURB STOP REQUIRED AT MAIN. :III f~ ' ; =11 ~ I I~ I I-I 11=1 I 1=1 11=111=1 I1=1 I' NON-L0 1D all- I 1=1 = ' 1~"-
- DOUBLE S.S. CLAMPS RE UIRED AT 1=1 - ~ • III=III: 6 LIFTS OF SUITABLE SOIL 3/4 METER BOX Q ALL CONNECTIONS ,I -~~i-
_III ;•;r• • ~'i I,III= OR CABC AT OPTIMUM (SEE DETAIL) II- • ; ; : Ill_Il MOISTURE COMPACTED
• ~ I I_III' 959 STA PLAN I_II , I _III NDARD PROCTOR ELEVATION
_Ill ill , I I I_I I ~ •III=111 i ,
=III _ • I.III ; o R w =111_11-,II I~ =11_111=1 oIMENSION "A" NOTE: BELL HOLES NOT SHOWN 14 GA. TRACER WIRE TO BE
R/W '1-111,,IIInI III,; I_I III i ~zE 11.z5 zzs lu zE 11.25 22.5 45 so TEES PLUGS NOTE: MINIMUM 36" COVER SHEETED ATTATCHED TO ALL PVC
4 12 12 PIPE AND LOOPED IN ALL 4 12 12 12 16 16 14 VALVE BOXES
s 1z Tz 6 12 12 12 16 16 14
e 1z 12 3/4" - 200 P.S.I. 8 12 12 16 22 22 18 OPEN 0 1z 1a 20 2e 2a 22 TRENCH TRENCH
BLACK ROLL PIPE CONCRETE DRIVE REPAIR DETAIL To 1z 1a VARIES -SEE 12 12 18 2 12 18 24 32 32 28
STREET DESIGN N T.S. a 1a zo a 1a 20 2e 38 3e 32 SELECT MATERIAL
1" - 200 P.S.I. is 1s 2z BLACK ROLL PIPE s 1s 2z 32 az a2 36 MECHANICALLY
~ 1e 1a 2s a 1a 2s 3s 4a 48 ao COMPACTED
20 20 zs ~0 20 28 40 52 5z a4 IN 6" LIFTS 11~-
WATER MAIN 2" LIFTS OF ASPHALT 1'-0 SEE TRENCH DETAIL 1'-0 24 24 34 TYPE I-2 TO MATCH FOR IDTH 4 24 3a 46 64 64 54 24" MAX 12" MAX ~
1" TAP EXISTING PAVEMENT 30 3o a2 THICKNESS 3g 36 gO Io 3o a2 se 7e 7s ss I 12" MIN 6" MIN -III ; III=1
VARIES -SEE a2 ao ae b 38 50 70 94 94 80 = ~ =
STREET DESIGN EXISTING PA MENT EXISTING PAVEMENT a8 46 ss 2 aO 58 80 108 108 s2 .111 III-I s 48 s6 90 124 124 104 _
2" EXISTING BASE COURSE EXISTING BASE COURSE 111111 IIIIIII ~II~ II 1~1=1~
6" MIN. CABC COMPACTED
~-Il - - TO 1009 STD, PROCTOR g" NOTE: MOUNTAIN AREAS TO USE 3 4" & 1" K -COPPER BACK OF CURB ~~111=11.111=III 3" LIFTS I. 1=III=_~~I_II1=„_~ TYPICAL SELECT MATERIAL =III 1111 ~ -III ~l TYPICAL THRUST BLOCK III=III= TAMPED IN 6" LIFTS =III=11 -III=11~
/ Ill, , I 11_111_ .III III- 11=III III=III=
NOTES FOR WATER SERVICES: ~,I~ j ' _III: „ Ilt_II II 1. SERVICE METER SHALL BE EQUAL TO 5/8 X 3/4 BADGER ,III=:~ ~.,;.....:•<•.,III -1 I 1=1 I _ =1I1=1I I I 1-T=
BADGER METER OR EQUIVALENT. CALIBRATED IN U.S. GALLONS III=11 ~ ~ ~ III=11 TACK EXISTING PAVEMENT EDGE =1 I I-1 I1=IIII-1 I I-1 I I-1I I-1I I-1 I l-1 I I-1 I I-1I I-1I f~ I I-1 I I-1 I I- I I-1I HTI-1 I I-1 I I-1I I-1 11=1 I1=1 UNDISTURBED III, III ~III~III-III-11~11111111~111~~1111~1 IIIiIIIIli11111i111ITll~~lllllll~lllllllllll~lllllllllllllhilll,;.111
PER AWWA C708 DRY/ .Ill • I=111 ~ WITH CRS-I OR R - UNDISTURBED 111.1 I~l-~ C S II. PATCH EARTH OR ROCK-~'R~11=1111;,111-III= - - -1 I I=1TI_ l i l l i
2. CORPORATION STOP SHALL BE EQUAL TO MUELLER #110 OR EARTM ,III:..::~;~~. . 11=11I~ TO MATCH EXISTING PAVEMENT TYPICAL EXCAVATION
FORD #1001 FOR IPS PE PLASTIC PIPE (POLYETHYLENE PIPE III 1= W/IRON PIPE SIZE FITTINGS . 1_II:`:'..'•...•: ~ ;:<•~.:•111=_
) _111= 6" LIFTS OF SUITABLE SOIL 3. SADDLES FOR TAPS TO MAIN SHALL BE EQUAL TO ROCKWELL .III ; ` ~ -_I ~,I ; •III _ OR CABC AT OPTIMUM REV DESCRIPTION BY DATE
DOUBLE STRAP CAST IRON AND BE DESIGNED FOR TYPE MAIN .III ; • • ~k• ~ I-111- MOISTURE COMPACTED 1 REVISED PER TOWN OF LAKE LURE COMMENTS JCW 02/06/07
THAT IS INSTALLED. III' III, 959 STANDARD PROCTOR I_II ~ 11=III
DOUBLE WATER SERVICE =~11 ~ =111 i ,I_II: _ Ill
NTS :III= I_III III=III=11
VIII I_II„III ~.u1,111. _ul_II
PIPE
NOTE: CARS SCALE: N.T.S. DRAWN BY: PNE
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE.
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED. 'if, JOB NAME: OVERLOOK AT LAKE LURE
_ EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS-1 OR CRS-II DATE: 01-05-07 CHECKED BY: D1P0
NOTE: 21 LOCATION: LAKE LURE, N. C. PROJECT MGR: DWO
ALL CONSTRUCTION IS TO CONFORM TO ASPHALT DRIVE REPAIR DETAIL 152 East Main Street
, WS, INC. SPECIFICATIONS AND DETAILS "dq ''GI NE%•` Forest City, N.C. 28043
N.T.S. ID09~~`~828-247-4495 DESCRIPTION: WATER DETAILS JOB NUMBER: SHEET:
~a 08075 11 OF" Q