20150210 Ver 1_Application_20150220

e,+srnh
3 �
.�
STATE OF NORTH CAROLINA
DEPART'MENT OF TRANSPORTATION
PAT L. MCCRORY
GOVERNOR
February 20, 2015
Mr. Steve Kichefski
Asheville Regulatory Field Off'ice
US Army Carp of Engineers
I51 Patton Avenue
Asheville, NC 28807-5006
ANTHONY J. TATA
SECRETARY
SUBJECT: Bridge #92 Replacement on SR 13 7 5(Chapman Mill Road), Alexander County
Dear Mr. Kichefski:
The North Carolina Department of Transportafion requests authorization to replace a
deteriorating bridge on SR 1315 (Chapman Mill Road) in Alexander CounTy. NCDOT pxoposes
to xeplace the existing timber bridge with a 90 foot x 30 foot bridge. Due to the increase in road
fill for the new bridge and close vicinity of the small unnamed tributary to the existing roadway,
new construction will require a very minor shift in alignment of an unnamed tributary to Lambert
Fork (see artached cross-sections, Permit XPL file, of the minor alignment shift) and will be
riprapped for a distance of 43 feet. Stream management of the small tributary during construction
of new channel/riprap embedding will result in 60 feet of temporary dewatering impacts. There
will also be 30 feet of temporary impacts to Lambert Fork for the removal of the existing bridge
foundaYion and 30 feet of permanent riprap bank stabilizarion impacts under the new bridge. All
areas affected by temporary cofferdam system will be restored to pxe-project conditions. The
toYal scope of the work will result in 73 feet of permanent impacts to Lambert Fork, which is
classified as Class C WaYers by the Division of Water Resources.
The project area is not locaYed within % mile of any critical watershed area nor is SR 1315 a rural
or urban arterial; therefore, hazardous spill basins are not required. Enclosed is the hazardous
spill basin checklist. The proposed project has been submitted/cleared by the cultural resources
office (Project Tracking #11-10-0006). Tbis office has conducted a threatened/endangered
species survey within the project footprint. The federally listed species for Alexander County
(USFWS listed dated September 22, 2010) include the dwarf-flowered heartleaf (HexastyZis
nan�ora) and the bog turtle (Clemmys muhlenbergii). The Natural Heritage Program records
document the nearest dwarf-flowered heartleaf location approximately ll.5 miles south of Yhe
proposed project in Catawba County. The heartleaf is usually found on dry to moist ravine slopes
(usually north facing and of the oak-hickory-pine forest type) and in boggy areas near
springbeads. There is no poYential habitat within the proposed project area and no species were
observed. The Natural HeriTage Prograzn records document the bog turtle location approximately
5.8 miles north of the proposed project. Bog turtles are typically found in bogs, marshes, and wet
pastures. There is no suitable habitat located within the project area. Bog turtles are typically
found in bogs, marshes, and weY pastures. There is no suitable habitat located within the project
footprint. T/SA species are not subject to Section 7 consultafion; however, no impacY on this
species is anticipaYed.

Bridge #92, SR 1315, Chapman Mill Road
Page 2
February 20, 2015
I have enclosed a pre-constr�cTion notificaYion for a NW#3, sketches of planned activities and
location map relative to the project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work arder number: 150475-55120005-17BP.12.R.102-3372
• TIP#: NA
• Project Category: $240.00 Fee
If you have any questions or concerns please feel free to contact me at [phone]. Thank you for
your time and considerafion on this matter.
Respectfully yours,
Reuben Chandler, P.E.
Division Engineer
Twelfth Division
BY: ���//1! \
l
Trish Beam
Division 12 Environmental Supervisor
Enclosures

o�oF warFqQc
� ��
a,
O . .. . '?':rr.1''e ,�.
d�
`x,�n�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. A licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: SR 1315 (Chapman Mill Road)
2b. County: Alexander
2c. Nearest municipality / town: Taylorsville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state 17BP.12.R.102
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NC DOT Right of Way
3b. Deed Book and Page No.
3c. Responsible Party (for LLC i f
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applican4lnformation (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: Reuben Chandler
4c. Busines s name N.C. Department of Transportation, Division 12
(if applicable):
4d. Street address: 1710 East Marion Street
4e. City, state, zip: Shelby, NC 28151
4f. Telephone no.: 704-480-9020
4g. Fax no.: 704-480-5401
4h. Email address: [e-mail]
5. AgenUConsultant Information (if applicable)
5a. Name: Trish Beam
5b. Business name N.C. Department of Transportation, Division 12
(if applicable):
Sc. Street address: 1710 East Marion Street
5d. City, state, zip: Shelby, NC 28151
5e. Telephone no.: 704-480-9044
5f. Fax no.: 704-480-5401
Sg. Email address: [e-mail]
Page 2 of 11
PCN Form — Version 1.3 December 10. 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): NA
1b. Site coordinates (in decimal degrees): Latitude: 35.956037 Longitude: - 81.25536
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: <.10 acres
2. Surtace Waters
2a. Name of nearest body of water (stream, river, etc.) to Lambert Fork
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing 90-foot timber deck bridge; landuse is forested. Bridge is on paved secondary road.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
100 feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed work is to replace the deteriorating bridge for the safety of the travelling public.
3e. Describe the overall project in detail, including the type of equipment to be used:
The North Carolina Department of Transportation proposes to replace a deteriorating timber deck bridge with a 90-foot
long x 30-foot wide bridge on SR 1315 (Chapman Mill Road) in Alexander Cou�ty. Due to the increase in road f II for the
new bridge and close vicinity of the small unnamed tributary to the existing roadway, new construction will require a very
minor shift in alignment of an unnamed tributary to Lambert Fork Creek (see attached cross-sections, Permit XPL file, of
the minor alignment shift) and will be riprapped for a distance of 43 feet. Stream management of the small tributary
during construction of new channel/riprap embedding will result in 60 feet of temporary dewatering impacts. There will
also be 30 feet of temporary impacts to Lambert Fork Creek for the removal of the existing bridge foundation and 30 feet
of permanent riprap bank stabilization impacts under the new bridge. A temporary cofferdam pumping system will be
used to divert the stream around the construction site as needed. Area affected by temporary cofferdam system will be
restored to pre-project conditions. All Best Management Practices will be utilized during the course of the project. The
Project will be constructed using typical heavy equipment (trackhoe, backhoe, etc.)
4. Jurisdictiona� Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments: Jurisdictional stream determination made by
Division 12 DEO.
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
Sa. Have permits or certifcations been requested or obtained for � yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
WZ � P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Wa � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3 a. 3 b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
Rip rap bank � pER � Corps
S1 � P❑ T stabilization under Lambert Fork � �NT � pWQ 8-10 30
bridge
S2 ❑ P� T Bridge foundation Lambert Fork � PER � Corps g-10 30
removal ❑ INT � DWQ
S3 � P❑ T Shift in Ut toLambert Fork � PER � Corps 1-2 43
alignmenVriprap � INT � DWQ
Temporary UT to Lambert ❑ PER � Corps
S4 ❑ P� T cofferdam/bypass Fork � INT � DWQ 1-2 60
pumping
SS ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts *73
3i. Comments: *Permanent Bank Stabilization Impacts = 30 LF - Lambert Fork
*Permanent Embedded Riprap (Fill) Impacts = 43 LF - Ut to Lambert Fork
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora T
01 ❑P❑T
02 ❑P❑T
03 ❑P�T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments:
Sh. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surtace area (acres):
5j. Size of pond watershed (acres):
Sk. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora T im act re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifcally describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimization of impacts by embedding riprap into the section of relocated side channel to maintain channel stability and to
control grade (-5.5% slope)
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. Ifyes, mitigation is required by (check all that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigat ion option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linearfeet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Respansible Mitigation Plan
Sa. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? ❑ Yes � No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Complies with NCDOT's individual NPDES permit NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? NA
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all that apply): ❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? � yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
9 a. Does the project involve an expenditure of public (federaUstate/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA fnal approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is a minimum criteria project which has low potential for cumulative/indirect impacts and will not result in
additional development which could impact water quality.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
No wastewater generated from project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � yes � No
impacts?
❑ Raleigh
5c. If yes, ind icate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program database and on-site survey.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
No salt marshes, oyster reefs, or seagrass beds located in vicinity of project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Cultural Resources review/clearance (Internal tracking #11-10-0006).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes � No
8b. If yes, explain how project meets FEMA requirements: Hydraulics coordination with FEMA
Sc. What source(s) did you use to make the floodplain determination? FEMA FIRM panal number: 3710382000J
J?. � GG��n��ts �� �� a`aD '/
ApplicanUAgent's Printed Name Applicant/AgenYs Signature Date
(AgenPs signature is valid only'rf an authorization letter from the applicant
is provided.
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1� County: A1PXan�1Pr ProjectID:17BP.12.R.102
River Basin: Yadkin Bridge No: 92
Route: SR 1876 Stream: Lambert Fork
Water Quality Criteria:
Stream Crossing Blue Line On USGS
ORW
wsl
WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area
Roadway Criteria:
Route Designation-
Arterial Urban
Arterial Rural
Additional Site Information:
Is a Hazardous Spill Basin Required?
Yes No
� �.
¥ �
Yes No
� �
Criteria Based Upon NCDOT `Best Management Practices for the
Protection of Surface Waters" (March, 1997).
Yes No
�
i
�-
�

APPRO V ED .IURtSD(CTIONAL DETERMINATION FORM
U.S Artny Corps of Engineers
This fonn should be completed by following the instructions provided in Section IV of the SD Form Instructional Guidebook.
SECTION I: BACKGROI7ND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: NCDO'C, Division 12, SR 13 LS (Chap�nan Mill Road)
C. PROJECT LOCATION AND BACKGROUND INFORD7ATION:
State: North Caro7ina Counry/parish/boiough: Alexander Ciry: Tayloisvillc
Center coordinates of site (laUlong in degree decimal format): -81255364 35.956037
Latitude & Longitude in Decimal Degrees:
Universal Transverse Mercator: 17S
Name of nearesL waterbody: Lambert Fork
Nazne of neazest Traditional Navigable Water (T1VW) into which the aquatic resource flows: Lower Little River
Nazne of watershed oc Hydcologic Unit Code (HUC): Yadkin
� Check if map/diagram of review area and/or potential jurisdictioual azeas is/aze available �pon request.
,� Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) aze associated with this action and aze recorded
on a different JD Form.
D. REV7EW PERRORMED T� OR SITE EVALUATION (CHECK ALL TfiAT APPLY):
[� Office (Desk) Determination. Date:
� Field Determination. Date(s): 02-18-1�
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF NRISDICTION.
There A�Spear�#b ��fe hq "navigable waters of the US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR
part 329) in the ceview azea. [RequiredJ
0 W aters subjeet to the ebb and flow of the fide.
�f Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign
commerce. Explain: .
B. CWA SECTION 404 DETERMINATION OF .T[JRISDICTION.
There �.ie'�nt7��r.� no�' "waters of the US." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review
area. [RequiredJ
1. Waters ofthe U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): �
� TNWs, including terriWrial seas
Wetlands ad,jacent to TNWs
� Relativety permenent waCers� (RPWs) that flow direcUy or indirectly into TNWs
� Non-RPWs that flow directly or indicecfly into T`NWs
� Wetlands dixecCty abutting RPWs that flow directly oc i�dieeetly into TNWs
� Wetlands adjacent to but not diiectly abutting RPWs that Plow directty or indirectJy into "1'NW s
� Wetlands adjacent to �oo-RPWs that flow directly ox indirectly into TNWs
�] Impoundments ofjorisdictional waters
,[;� Isolated (inteistate or i�trastate) watexs, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wefland waters: 100 lineaz feet: 8-12 width (ft).
Wettands: 0 acres.
c. Limits (boundaries) of jurisdiction based on: Egfa61`(shdd by OIiSYM-���
Elevafion of established OHWM (if known): .
2. Non-regulaked waters/wetlands (eheck if applicable):'
�' Potentially jurisdictional waters a�d/or wetlands were assessed within the review azea and determined to be not
jarisdictional. Explain: .
A. TNWs AND WETLANDS ADJACENT TO TNWs
' Boxes checked below shall be supported by completing llie appxopriate see4ons in Seeeion III below.
� For purposes ofthis foem, an RPW is defined as a t�ibutary that is not a TNW andthat Typically flows year-round oc has continuous flow at least
"scasonall�' (e.g., typically 3 mon[hs).
' Supporting documentation is presented in Section III.P_

The agencies will assertjurisdiction over TNWs and wetlands adjacent to TNWa If the aquatic resource is a TNW,
complete Section III.A.1 and Section III.D1. only; if the aquatic resource is a wetland adjacent to a TNR', complete
Sections III.A1 and 2 and Sectioo III.D1.; otherwise, see Section Ill.B below.
1. TNW
Idcntify TNW:
Summarize rationale supporting detexmination:
2. Wetland adjacent to TNW
S�mmarize rationale suppor[ing conclusion that wetland is "adjaceoY':
B. CIIARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANI�:
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and
it helps determine whether or notthe standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tribuYaries of TNWe where the tributaries are "relatively
perroanent waters° (RPWs), i.e. tributaries that typically flow year-rouud or have contiouous flow at least seasonally
(e.g., typically 3 months). A wetland Yhat directly abuts an RPW is also jurisdictional. If the aquatic resource is not a
TNW, but has year-roond (perennial) flow, skip to Section III.D.2. Hthe aquatic resource is a wetland directly
abuttlng a tributary with perennial flow, skip ta Section IILD.4.
A wetlaud that is adjacent to but that does not directly abut an RPW reqaires a signiScant nexus evaluation. Corps
districts and EPA regions will iuclude in the record any available informetion that documeuts the esistence of a
significantnexus between a relatively permanent tributary that is not perennial (and its adjacent weUands if any)
and a traditional navigable water, eveo though a significant nesus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abuYting an RPW, a JD will require additional data to
datermine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the
sigoificant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This
siguiScant nexus evaluation that combines, for analytical purposes, the tributary and all of iYs adjaceut wetlands is
usad whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD
covers a tribuYary with adjacent wetlands, complete Section lII.B1 for the trib�tary, Section IiI.B.2 for any onsite
wetlands, and SecYion IILB.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination
whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs thaY flow directly or indirectly into TNW
(i) General Area Conditions:
._._.__._..___... ...
Watershed size: 89 3gu&re:inile�
Drainage azea: 8 7 gijqaze �ti.iies'
Average annual rainfall: 47 incties
Average annval snow£all: 25 inches
(ii) Physical Characteristics:
(a) Relationshio with T'NW:
� Tributary flows directly into T'NW.
❑ Trib�tazy R7ows througU 0 tributeries before entering TNW.
Peojeet waters aze ��5 civer miles from TNW.
Project waters are f(or le5s�, eiver miles from RPW.
Project waters aze .t'{ue Lttss� aerial (straight) miles from TNW.
Project waters are i;(or less) aerial (straight) miles from RPW.
Project waeers cross or serve as state boundaries. Explain: N/A.
Identify flow route to TNW': Lamberi Fork into Lower l,ittle River.
Tributary stream order, if known: .
(b) General Tributarv Characteristics (cheek all that apply�:
Tributary is: � Natural
❑ Artificial (man-made). Explain:
° Note that the InsLmctional Guidebook conCains additional information regarding swales, ditches, washes, and erosional fea0.ues genecally and in
the srid West.
' Flow mute can be described by ide�bfying e.g., tributary e, which flows throngh tlie review area, to flow into teibutary b, which then flows info
1'NW.

aPP�Y)�
� Manipulated (man-altered). Explain: Channel has been alfered for road work.
Tributary pioperties with respect to fop of bank (eslimate):
Average width: 8-12 feet
Average depth: I-2 foot
Average side slopes: 2;:1'�,.
Primary tributary substrate composirimi (check aLl that appLy):
� Silts ❑ Saods ❑ Concrete
� CobbLes � Gcavel ❑ Muck
❑ Bedrock ❑ Vegetafion. Type/%cover.
❑ Othev �xplain: . �
Tributary condition/sTabiliTy [Moslly Stable]. Explain: Some erosion
Presence of run/riffle/pool complexes. none F,xplain: no evidence of riffles obse�ved on site.
TribuCary geometry 14?eanslering
Tiibutary gradient (appxoximate average slope): 1%
(c) Flow:
Tributaty provides for: SeaSOnal'179iv
Estimate average number offlow events in review azea/year:2U(ar gresle��
Describe flow regune: .
Other information on duration and volume: Continuous ycaz round flow.
Surface flow is:
Chazacteiistics:
Subsurface flow: TJ�knawlr. Explain findings:
❑ Dye (oc other) test performed: .
Tributary has (check all that apply):
� Bed and banks
� OHWM6 (check all indicatocs that apply):
❑ clear, natural line impressed on the bank
� changes in the ehazacter of soil
❑ shelving
� vegetation matted down, bent, or absent
� leaf litter dis[urbed or washed away
� sediment deposifion
❑ water staini�g
❑ other (list):
❑ Discontinuous OHWM.' Explain: .
�
//
�/
■
/�
�
■
the presence of IiCCer and debris
destrucrion of terreshial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM wece used to determine lateral eztent of CWA j�risdiction (check all that
[� Aigh Tide Line indicated by: [�
❑ oil or scum line along shore objects ����
❑ fine shell or debris deposits (fo�eshoie)
❑ physical markings/characteristics
❑ fidal gauges
❑ other (List):
Mean High Water Mark indicated by:
❑ survey to available datum;
❑ physical markings;
❑ vegetation ]ines/changes in vegeCation Types.
(iii) Chemical Charaeteristics:
Chazacterize tributary (e.g., water color is clear, discolored, oily film; water quality; general wate�shed
chazacteristics, etc.). Explain: water color is clear and clean.
Identi£y specif c pollutants, if knowu: .
(iv) Biological Characteristics. Channel supports (check all that apply):
� Ripaziun corridoc Characteristies (type, average width): Forested/VegetaLed.
❑ Wetland&inge. Chazacteristics: .
❑ Habitatfor.
❑ Federally Listed species. F,xplaiu findings: .
❑ Fiskdspawn azeas. Explain findings: .
❑ Other enviroomentally-seusilive speeies. Explain findings: .
6A naNCal or man-made discontinuiTy in the OHWM does no[ necessazily sevecjuxisdiction (e.g, whe�e the shean temporarily flows
underground, or where the OfiWM has been removed by devdopment or agriculWral practices). Where there is abreak in Che OHWM ihat is
u�related to the waterbody's flow regime (e.g., flow over a mck outcrop oc through a euLvert), ihe agencies will look foe iudicatocs offlow above
and below the break
'Ibid.

❑ Aquatic/wiLdlife diversity. ExpLain findings:
2. CharacYeristics of wetlands adjacenY to non-TNW that flow directly or indirectly into TNW
(i) Physical Charactaristics:
(a) GeneralWetlaridCharacteristics:
Properties:
Wetland size: acres
Wetland Type. Explain: .
WetlandqualiTy. Explain: .
Project wetlands cross or serve es state bounderies. Explain:
(b) General Flow Relationship with NomTNW:
Flow is� Yick�T:isf. Explain: .
Surface flow is: Pi¢acList
......__.____...
Chazacteristics: .
Subsurface flow �icl� 3�ist. Explain findings:
❑ Dye (or other) test performed: .
(c) Wetland Adjacencv Deteemination with Non-TNW:
❑ DirecYly abutting
❑ Not directly abutting
❑ Discrete wefland hydrologic conncction. Explain:
❑ Ecologica] conoection. Explain: .
❑ SeperaCed by berm/barrier. Explain: .
(d) Proximiry (Relationship fi TNW
Project wettands aze I�ie"IC�£,isl� river miles from 7'IVW.
Project waters are PiekLis� aerial (streighC) miles from'I`NW.
Flow is from Ftcjc'�.isf.
- -
Eetimate approxanate looation ofweUmmd as within tha Rc�`��' floodplain.
(ii) Chemical Characteristics:
Chazacterize wetland system (e.g, water color is cleaz, bcown, oil film on sucfaca; water quality; general
watershed chazacteiistics; etc.). Explain: .
Identify specific pollutants, if known: .
(iii) Biologicai Characteristics. Wetland s�pports (eheck all that apply):
❑ Riparian buffer. Characteris6es (type, average width): .
❑ Vegetation type/percent cover. Explain: .
❑ Habitatfor:
❑ Federally Listed species. Explain findings: .
❑ Fiskilspawn azeas. Explain fmdings: .
❑ Other environmentally-sensitive species. Explain findings:
❑ Aquatic/wildlife divcrsiry. Explain fmdings: .
3. CharaeYeristics of all weUands adjacent to the tributary (if any) ,.,. ,.
All wetland(s) being considered in the cumulative analys�s: Piek T3s�
Approximately ( ) acres in total aze being considered in the cumulative anaTysis.
For each wetland, specify the following:
Dicectly abuts? (Y/N) Siss (in acresl DirecUv abuts? (Y/N� Size (in acres)
Summarize ove�all biological, ehemical and physical funetions being performed: .
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and f�netions of the tributary itself and the functions
performed by any wetlands adjacent to the tributary to determiue if they signifieantly affeeY the chemical, physical,

and biological integrity of a TNW. For each of the following situations, a signilicant oeaus exists if the tributary, io
combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical,
physical and/or biological integrity of a TNW. Considerations when evaluating signiFcant nexus include, but are not
limiYed to the volume, duration, aud frequency ofkhe flow of water io the trib�tary and its proximity to a TNW, and
the functions performed by the tributary and ali its adjacent wetlands. It is not appropriate to determine significant
nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetla�d or between
a tribuYary and the TNW). Similarly, Yhe fact an adjacent weYland lies within or outside of a floodplaiu is not solely
determinative of signifrcant nexus.
Draw connections between the features documented and the effects o� the TNW, as idenfified in theRapanos
Guidance and discussed in the Instructional Guidebook. Factors to consider indude, for example:
• Does the tributary, in combination with its adjacent wetLends (iFany), have the capaciTy to carry pollutaots or flood
waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the hibutary, in combination with its adjacent weUands (if any), provide habitat and lifecycle support functions
for fish and other species, such as feediog, nesting, spawning or reariog young for species that aze piesent in ihe TNW?
• Does the tributazy, in combination wiUi its adjacent wctlands (if any), have the capaciry to transPer nutrients and
organic cazbon that support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if arry), have other celationships to the physical,
chemical, or biological integriTy of the TN WP
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be
documented below:
1. Signi£cant �exus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into
TNWs. Explain findings of presence or absence of signi8cant nexus below, based on the tributuy itself, then go to
Section III.D: .
2. Significant nex�s tindings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or
iudirecUy into TNR's. Explain findings of presence oc absence of significant nexos below, based on the tributary in
combinaYion with all of its adjacent wetlands, then go to Section III.D: .
3. Significant nexus findings for wetlands adjacentto an RPW but that do not directly abut the RPW. Explain
findings of presence or absence of significant nex�s below, based on the trib�tary in combination with all of its
adjacent wetlands, then go to Section III.D: .
D. DETERMINATIONS OF JURISDLCTLONAL RINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK
ALL THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
� TNWs: li near feet width (ft), Or, acres.
� Wetlands adjacent to T`NWs: acres.
2. RPWs that flow direc8y or indirectly into TNWs.
� Tributazies of TNWs where tributazies rypicalty flow yeaz-round are jurisdictional. Provide data and rationale
iudicafing that tcibutary is pereunial: Tributazy i�lows year round.
� Tributaries ofTNW where tributaries have continuous flow "seasonally" (e.g., rypically three months each year)
aze jurisdictional. Data supporting ihis conclusion is provided at Sectio¢ III.B. Provide rarionale indicating that
kibutary flows seasonalty: .
Provide estimates for jurisdictional watars iu the review area (check all that apply):
� Tributary waterS: linear feet width (ft).
Q Other non-wetland waters: acres.
� � � Idenrify rype(s) of watexs: .
3. Non-RPWse that flow directly or indirectly into TNWs.
� Waterbody that is not aTNW or an RPW, but flows direcPty or indirectly into aT'NW, aud it has asignificant
nexus with a TNW is jurisdictio�al. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (checic alI that apply):
� Txibutary waters: lincar feet width (ft). �
[{ Other non-wetland waters: acres.
� Identily rype(s) of watecs: .
4. Wetlands directly abutting an RPW that flow directly or indirectly inEo TNWs.
aSee Foofiote # 3.

� Wetlands directly abut RPW and thus aze ju�isdictional as adjacent wetlands.
�;] Wetlands directly abutting an RPW where tributaries rypically flow yeaz-roand. Provide data and rationale
indicating that tributaxy is perennial in Secfion III.D2, above. Provide raUonale indicating that wetLand is
directly abutting an RPW: .
�j Wetlands directly abutting an RPW where tributaries Typically flow "seasonally." Provide data indicating that
tributary is seasonal in Section IILB and rationale in Section IILD2, above. Provide rationale indicating that
wefla¢d is directly abutting an RPW: .
Provide acreage estunates Porjurisdictional weUands in the review azea: acies.
5. Wetlands adjacent to but not directly abutting an RPW that t7ow directly or indirectly into TNWs.
� Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they
are adjacent and with similarly situated adjaceot wetlarids, have a significant nexus with a TNW arejurisidictional.
Data s�pporCing Shis conclusiou is provided at Section III.C.
Provide acreage estunates foi jurisdictional wetlands in the review area: acres.
6. Wetlands adjaceut to non-RPWs YhaY flow directly or indirectly into TNWs.
� Wetlands adjacent to such waters, and have when considered in combioation with tho tributary to which they are
adjacent and with similazly situated adjacent wetlands, have a significant nexus with a TNW aze jurisdietional.
Data supporting this conclusion is provided at Seclion III.C.
Provide estunates forjurisdictional wetlands in the review area: acres.
7. Impoundmeots oTjurisdictional waTers 9
As a general rule, the impoundment of ajurisdictional tributary remains jurisdictional.
� Demonstrate that impoundment was created from "waters of the U.S.," or
� Demonst�ate that watei meots the critecia for one of the categories presented above (1-6), or
[� Demonst�ate that watex is isolated with a nexus to commerce (see E below).
E. ISOLATED (INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,
INCLUDING ANY SUCH WATERS (CHECK ALL TAAT APPLS�:10
� which are or could be used by interstate or foreigu travelers for ieciearional o� other p�rposes.
[� from whieh fish or shellfish aze or could be taken and sold in interstate or foreign commeroe.
� which are or could be used for i�dustrial purposes by industrics in interstate commerce.
�{ Intcrstate isolated waters. Explain: .
� Otherfactors. �xplain: .
Identify water body and summarize ratiouale supporting determination: .
Provide estimates forjurisdicfional wateis in the review azca (check al] that apply):
}� TribuEary waters: linearfeet widt h(ft).
[��'��.. Other non-wetland waters: acres.
Identify type(s) of waters: .
[� Wetlands: acres.
F. NON-JURiSDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPL]�:
� If pote�tial wetla�ds were assessed within the review acea, these azeas did not meet the criteria in the 1987 Coips of
Engineers Wetland Delineation Manual and/or appropriate Regional Supplements.
� Review azea included isolated watecs with no s�bstanYial nexus to interstate (or forcign) commerce.
❑ Prior to the Jan 2001 Supceme CouR decision in "SYYANCC,° the review erea would have been regulated based
solelv on the °Migratory Bird Rule" (MBR).
}� Waters do not meet the "Significant Nexus" standard, where such a finding is cequirud for jnrisdicCion. Explain:
� Other. (explain, if not covered above): .
Provide acreage estimates for non-jurisdicrional waters in the xeview azea, where the sole potenfial basis of jurisdiction is the
MBR Pactors (i.e., presence of migratory birds, presenee of endangered species, use of water for irrigated agciculture), using
best professional judgment (check all Yhat apply):
� Non-wetla�d waters (i.e., rivers, sheams): li neaz feet width (fr).
' To wmplete the a�alysis �eier to the key in Section II7.D.6 oftlie Instruc[ional G�idebook.
10 Prior to aesertlug or declining CWA jurisdicCion baeed solely oo this rategory, Corps Districts will elevate the action to Corpe and EPA
HQ for revic�v consistcntwith thc process described in Me Corpe/EPA Memorandum Regarding CWA ArlJurisdiclion Following
Rupanos.

❑ Lakes/ponds: acres.
� Othec non-wetland waters: acres. List type of aquatic resource:
[]'�. Wetlands: acres.
Provide acreage estvnates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard,
where such a finding is cequired foc jurisdiction (check all that apply):
� Non-wetland waters (i.e., rivers, sheams): li neaz feet, width (ft).
[]'.. Lakes/ponds: acres.
[]'��.. Other non-wetland waters: acres List type of aquatic resource: .
[� WeUands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for 7D (check all that apply - checked items shal] be included in case file and,
where checked and requested, appropriatety reference sources below):
� ibtaps, plans, plots or plat submitted by or on behalf o£the applicant/consultant: .
� Data sheets prepared/submitted by oi on behalf of thc applicanUconsultant.
,�' Of£tce concurs with data sheets/delineation ieport.
❑ Of6ce does not concur with data sheets/delineatiou ieport.
[� Data sheets prepazed by the Corps: .
�'�.. Corps navigable waters' study: .
� U.S. Geological Survey Hydrologic Atlas: .
❑ USGS NFID data.
❑ USGS 8 and 12 digit HUC maps.
� U.S. Geological Sarvey map(s). Cite scale & quad name:«Quad».
� USDA Natural Resoucces Couservarion Service Soil Sarvey. Citarion: .
� National wetlaods iriventory map(s). Cite namc: .
� State/LocaL weCland invenCOry map(s): .
�', PEMA/FIRM maps: .
�( 100-year Floodplain Elevatiou is: (National Geodectic Vertical Datum oP 1929)
� Photographs: ❑ Aerial (Name & Date): .
or Q OEher (Name & Date): .
� Previous determination(s). File no. and date oPresponse letter: .
Q Applicablelsupporting case law: .
� Applicable/supporfing scientific literature: .
�] Other information (please specify): . .
B. ADDITIONAL CONIMENTS TO SUPPORT JD:

a
�
�
�;
E
�
i
i
;'
a
i
Ci�
JZ
i. r
�5
n. �.
°�c
^E
-rGi
qc+.
�
"�I
N
�
�
�
ti
l�
w
�
�
�
�
l \
N
O
N
V
�
V
�
�
�
�
See
CLEARING ON THIS PROJECT SHALL BE PERFORME�
TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL
BOUNDARIES.
GRAPHIC SCALES
30 15 0 30 60
- - - - - PLANS
30 15 0 30 . �0
`l�Il�� __
PROFILE (HORIZONTAL)
6 3 0 6 �2
PROFILE jVERTICAL)
DESIGN DATA
ADT 2013 = 240
V = 45 MPH
FUNC CLASS = R. LOCAL
SUBREGIONAL TIER ��
��'.��_�'�', �� ����� ir'�� ��� � °z��,����4.�
�� �✓1� 1'� `, :�� ��'� �11��' ��� 1 s5
I I; , �' I;
LOCATIOI�: STRUCTURE 11I0. 92 OVER LAMBERT FORK O1V SR 1315
TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVII�G, £� STRUCTURE
���'� � � ��'�4�i�B�`"a �
�E ���� � C�F 6 E
���:�Bi2-o�o092
�.d.a
� ai,e��
SP� ti AlJ
U roT sza. io+zo.00
Q BEGIN B��IDGE
i U F,i=k'
PROJECT LENGTH
08.00
�
LENGTH ROADWAY PROJECT DB12-010092 = 0.072 MI
LENGTH STRUCTURE PROJECT D812-010092 = 0.017 MI
TOTAL LENGTH OF PROJECT DB72-010092 = 0.089 MI
NCDOT CONTACT: K ZAK HAMIDI PE
DESIGN dllfl0 PROJ£CS ENGINpna
__ / __
�� �
N��AA=J,
DWI'I—
C
zwz snwnean
� ;'.
� v;`Z�
—U POC Sta.14+87.50
T�� afi
� ° ;ufi
�
�� c
___— ___,;28;
MicM1aelBakerEnglneetlng.lnc.
8000 Rogency Parkway, Sulte 640
Cary,NC 2P519
Pmlesslonal Coryoralion License Numbe[
RIGHT OF WAY DATE: I TODD H. BUCKNER PE
APRIL 23, 2073 PRO�scr aNCwasn
LETTING DATE: I SUE FLOWERS
APRIL 23. 2013 �'RO�cr nasrcx eracwasa
�
HS'DRA[1LICS ENGINEER
ROADWAY DESIGN
ENG7NEER
��i�

C�
CZ
E1
E2
J1
P A V E M E N T S C H E D U L E
., '. / i ,a�?Y ;` � C� , .,,.
PqOp. pppq0%. 2.5" ASPHALT LONWETE SOflFACE COIIPSE, TYPE
SF9.SA� AT AN AVEPHGE PATE OP 139.5 LBS PEP S4. YPP� IN EACH T EPPTH MqTEPIAL �
OF TWO LAYEPS.
PPOP. VPP. �EPTH ASPNPLT CONCPETE 511FFACE COUPSE� TVPE Si8.5A�
AT AN AVEPAGE PHTE OF 110 L95. PEP 5�. YAq� PEfl 1" �EPTH TO BE PLACEO U EXISTING PAVEMENT.
IN LAYEPS NOT TO E%CEE� 1.5° IN DEPTH.
PPOP. APPPDX. 4.5" HSPNALT CONCPETE 9ASE LOOqSE� TYPE
B25.OB, qT AN qVEPAGE PHTE OF 513 LBS PEfl 50. YAPO.
PPaP. VPP. �EPTH BSPHALT WNCPETE BASE COlIflSE� TVPE B25.06,
qT pN qVEPAGE PATE OF 114 LBS. PEP Sp. VAPO PEP 1" OEPTH TO 6E PLACE�
IN LNYEPS NOT GflEATEP THAN i5" IN �EPTH OP LE55 THAN 3.0" IN OEPTH.
PPOP. 6" A6GPEGATE BASE COUPSE
ORIGINAL GROIIND
� _�
3' 10'
,.. ]'W .._ ._.
G0. ,
GRA�E
PO�NT
V
W
MILLING BITOMINOUS PAVEMENT. 0" TO 2.5° OEPTH.
VARIABLE DEPTH ASPHPLT PBVEMENT (SEE STANOAPD WE�GING �ETI�IL
rnxs snEEr�
NOTE: PAVEMEM E�GE SLDPES APE 1:1 UNLE55 SHOWN OTHEFWISE.
� 3 0
MIN. I
TYPICAL SECTION NO. 1
-L- STA.10+20.00 TO 11+87.00
-L- STA. 13+25.00 TO 14+87.50
� -�-
I
°6' 3' 10' � 10' 3' 0' .�
* HINGE POINT FOR FIIL FROM STA 12+95.38 TO 13+75.00 � ��wi � ��� ��wr ���� �� i
**TAPER FROM 0' TO 4' FROM -L- STA. 12+95.38 TO 13+75.00 ' �R �a
cano[
� POINi
. �� I. . �'i�� CI I
° L9 �... 0 OB �. 0 01 FLFi ,"` �.O] Fi?T ' 0.00 �..
OWGINAL GROIINti j.�
ORIGINAL G0.011NO
� GRAOF i0 TXIS IINE
TYPICAL SECTION N0.2
-L- STA.11+87.00 TO 72+08.00 �BEGIN BRIDGEJ
-L-STA.12+95.38 (END BRIDGE)TO 13+25.00
4 -owri-
I'.. 5 1 5 I�._ 5 1
. . _ _ _� cw.oe
POIM �
o.oz rr�r';�. ooz perr
a,�
n
� G0.AOE TO iHIS ONE
\
TYPICAL SECTION NO. 3
-DWVI- STA.10+00.00 TO 11+00.00
oxivinu caouNo
OWGINAL GBOIINO
PAVEMENi OESIGN
ENGINEE0.
�7 �t�@''d:ip��°� 4.��fp€O.rig§�q°fi`[�0.�
�___. <°°.r � � C.., fl G ".w� �__ �� .
BEGIN MILLING EN� PROFII£
GPA�E - ilE
]5'MINIMIIM
SURFACE
COURSE FIILL OERX OF
� SIIRFACE COlI0.5f �
L
_ _ _ $U0.FACE COlI0.5E
� f�.5" 1
DETAIL 1
. . 4 suavev �
�� �%MIN
O /�< �� O1 D
. .���� �. L\
�� � ` MN1r/ � \\ ]5"<\�l ��
3 / I � MIN 3.
MIN.` � MIN.
Detoil5howing MeShod of Wedging
i -�
i
ao'�ovrro oun
._. ....__. i_. ... _ ,
sr-io� Ic�&a xonowaq
3'-11" 10.0' � 10.0'.. .
ASPHAIT WFAPING...
�SIIRFACE NPE SF9.SA
GRA�E f � �.MIN.
POIM � �
om Fur , �/� o os r'cFr
��n° corzeo �
10 COREO SIAB lINRS @ 3'-0" = 30'-0" SIqB IINR �.
BRIDGE TYPICAL

30' 0' 30' 60' 90'
GRAPHIC SCALE �
�LLLLLL� DENOTES TEMPORARY
IMPACTS IN SURPACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
s<
�;J-
�.
' �.
�� ;.� ___ �� �
J � �4......
`;,
V
�
+
0
\s
V�',
�\\
—L— STA. l0
�
, .._� , �Pi;,vS �.-...
c€�ss �� a�� �r,� _
EsS 7L51-i 4Ji€OS 5Y
Fk;.TEft PA&4:3C
�2 SLOPE PROTECTION -
CLASS 'll' RIP RAP
TO ELEV 7125.9, 86 TONS
109 SY FILTER FABRIC
TOE PROTECTION
i5 'B' RIP RAP SEE DETAIL 1
-L-10+8QJ0 72+08 LT
N 2/° 09' 40.1" W�
DO NOT DISTURB BM#2
�_� I.- � i � :�y
i
010092-1
THOMAS A DYSON
DB 175 PG 601
DB 468 PG 2377
DB 477 PG 2472
F'E�tiT [3���V��°3� r� �
S�E�� � �3� b -..,
.\
N 72° 4/' 29.2" E\
BOCK Pi,.�T€hiG C:.A°wS i[ RiP RihP t-
FROFh -E�- �Z+ya TO 73-i-?0 i_T �i
s�e ��rz��� , o� s� 04��. �acz o� ,,
�� �c�t� �art�� �v eE��f� �n��c
PC Sto. 13+23.39 1,
71i�I5�lCTi!J;Jl.�. STReA;N VJ/Ci.A55 'Y Gi�hCsEDCIMD
RF° RA€',...L-� 32-P��,B 7Ci �'�=31 LT, S�� DFifi,IL 2
CLASS 7FRiphE} n�.��7't� SY E B�E is7 CY
`��o row w-z���� �`�, � I Q'��%.-��
� r��a�� €r�s�e . �`� ra T� R=
��a��r�R�� Prr — -
�� � 3�, 7 ,�oN 1^If
\ 4.'�i 9}�+7Ftl.Y6t�,7�£�.�C �
H
2
CURVE DATA FOR LINE —L—
Pl Sta l4+10.0/
p = /3° 53' 34.2" (RTl
D = 8° 03' 30.5"
L = 172.40'
T = 86.62'
R = 7/1.00'
SE = 0.04
RUNOFF = 92'
DS = 45 mph
�
�; O EN�
0,009�-= —L—
\KATHY DYSON CHAPMAN
\ DB 563 PC 130
7 PB 7 PG 83
\
� Yc
� � �
�� � :� � , ra_-uP-
"� ,'o`, � ,.
RETAIN 18" RCP
R `, ' +zo.00 -�-
�w ��, �� �� EX�sr. �-
P°Rr� �y �
�� -� -� ; - ;
— ,__- ,
�
—,� --x�
.. `�' .,,i.o� ��_ -
--- � �r3s_� � �
SF �Z/5 �.bAir i.�� .��� -_
`- S �. !L� � � - .[ �
� rxisna iri ��� � ��+ � 0�'x � ' -,
R � � : oao r � aa oo y � � � � � �
j � �. �r� . - — 4 u/ ' / � �'�;..t' � A
3 P T �P �*�� -' '� ATL .
F a ]Rt ti .i �.:,i-
-'�R(3P-SB�F - -n��.�` / `ris.'<I v -,^r.O ,.I�,.'i
- f-� _ ?� � ) �
-L- STA 11+60 TO � � �� �� ( � � E
STA 12+08 RT � �� •J . r'� /
s.00 -�- � y S � ; ,
CLASS '6' RIP RAP —� p , �'
1 TON WITH
5 SY FILTER FABRIC
AREA TO BE EXCAVATED
164 CY
6" DIA. SCUPPERS ON b' CENTERS
FROM STA.72+14 TO 12+20 RT
FROM STA. 12+71 TO 72+89 RT
CLA55 'B' RIP RAP
1 TON WITH
5 SY FILTER FABRIC
i < i�aaE
� N FQu 14 �
135�a _
FI ���.: �c 7
01009]-3
DOROTHY DYSON CHAPMAN
�B 563 PG 126
�
X
�
/4
DANNY B & KATHY D
CHAPMAN
DB 267 PG 431
°_ S Bri
,� Ov1G f ' w4���, • ,� �
ENGINEER I ENGINffR
DETAIL 1
TOE PROTECTION
( No.,o 5�a�e�
P°�e�
Nawrol .yJ�°.\�S°Qe
Groond Q, y ,
�7 - ��d
d=1 Ft. -
6=2 Ft. �Geote#ile
Type of Liner='B' Ri�Rap
FROM -L- STA. 10+80 TO STA. 12+08 LT
DETAIL 2
JURISDICTIONAL STREAM �
(Notm s�aie)
Natural Nof�rol
Graond 7�� .�,�? Gound
d �
�eo�e.,�i= g Min. �=1 F.
Max. d=1 Ft.
"When a rs< 6.0• 8=2 Ff.
88 TO STA.13+31 LT
DETAIL 3
CUT DITCH
(Noifa Smle)
o� Front
Notmol d'� �e� Slope
Ground z:) p Q\o
d
Min. D=1 Ft.
Type af Liner= PSRM Max. d=1 Ff.
. � ' _ -:'->._ re __
p ��f'�7 FROM Ir STA. 73+42 TO STA.74+88 RT
#9885 -L- ��K� C,,,.
_� EXIST. RN/ pSRM (105 C`!� SEE DETAIL 3��� �ro�,
65.00 -L-P t � f 7 - YI- FROM STA.13+42 TO 14+88 RT
s.00 Rr
T Sto. 10+29.53 —DWYI-
24° 3/' 29.0" E
15„ �ASTUR°
�
CURVE DATA FOR LINE —DWYI—
PI Sta 10+21.07 Pl Sta 10+68.72
�= 82° 47' 0/.8" (RTJ �= 3/° 55' 32.3" (LTl
D= 38/° 58' 18.7" D= ll4° 35' 29.6"
L = 2/.67' L = 27.86'
T = 13.22' T — 14.30'
R = 15.00' R = 50.00'

30' 0' 30' 60' 90'
GRAPHIC SCALE �
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
V1L�LL4 DENOTES IMPACTS IN
SURFACE WATER
,
Y ` \ >\
, _ ,.,�� _
�_ �v...,���
. __ �� 1����/ �
�
� � � �
�, �.� i \...
�•
`� �
s
�
��.
—L— STA.10+20.00
�
.L Fl�� ;+Fa _ „o/.S �+_.
N 2/°
DO NOT
�
\`�
��_
�� � '-.
�E.
DB i"i����F�f
DB 468 �'G
a
DB 477 PG
� �
C�g+�BE i✓,gR4�pi°^YyY�i"y@+�J
J���� st L..J� (..P
���._ N 72° 4/' 29.2"�E
�� '
� \ \\�CK �tAF� gt��5 HRH'Q i
�� '5��:.L��A1L t ctF STC:� BbsG.3aD2.0i
��; � ��t v��r,a sv �r�.�ex F�s�z�c
\ , �; ���ta. /3+23.39
". � LE..�SS�t€ltiP K'"->-� � ,. �. �.
. 05 �� �JilOES � � � 3EJ4TS�'.��+iR.� SL'ft
/ Fi�,TER PA.�6RFC ���° ni ��� �
0��2� �LOPE PROTECTION � �a
� � (' CLA55 'll' RIP RAP � �h�j �� ��'���
�f ELEV 1125.9, 86 TONS / � � p�r-�-�q�j,��
I109 SY FILTER FABRIC / `
�! \ \ '
I I TOB PROTECTIO71(--� -- � I�`
e
LF�7i
4\. �'�U+55 '6' RIP RAP --� � i' j'
� ,1("r 1 TO,I1� WITH � . ,r,s '�
��ii ( 5 SY FILTER FABRIC
i� AR� TO BE EXCAVATED
`i � i '� 164 CY
� ��� 6" q�A. SCUPPERS ON 6' CENTERS
�� FIjOM STA.12+14 TO 12+20 RT
��� /�nFROM STA.12+71 TO 12+89 RT
�' �, CLASS 'B' RIP RAP
� 7 TON WITH
� 5 SY FILTER FABRIC
I - U'�-.'.^
vn� � � �
W/A�
FH2It 1 __
2
i � uI�E
� aini/
I�; n0a4a9
F=U;[475
-LE`✓��1129.37
010092-3
DOROTHY DYSON CHAPMAN
DB 563 PG 126
\
�,
\
n��n_�z.Law�i�s
� _ /3° 53' 34.2" IRTI
D = 8° 03' 30.5"
L = 172.40'
T = 86.62'
R = 7/1.00'
SE = 0.04
RUNOFF = 92'
DS = 45 mph
�
mooez-s END CC
—L— ST
0
��KATHY DYSON CHAPMAN
DB 563 PG 130 ��
, PB 7 PG 83 �I
jr �; � ----- ---
� /
k�'�.-� � t'_ F 111-4'. _.• i
VA �, � ��"- �AETAft�' 3$" �
�!\I �—q-�(100 _ /
�\ � EXIST v°',�
�
c i�>
i� qe, ,� !
�-�y„ T�\��k�T„ %%�"---_
��.r�i �� =Y � � _
, r J ,..._� _
/3/5 -
�
X
�
DANNY B & KATHY D
CHAPMAN
DB 267 PG 431
� 4, /
'__ '�J.Ois
/� �.11-I�ii�li.L_I
?°/6,
os�„ w
DETAIL 1
TOE PROTECTION
��o,ro ��o�e�
�\O,�e
Natuml ,yn�°;�S\oPe
Ground y ,
�� �d
d=1 Fi.
6=2 Ft. �Geotextile
Type of Liner='B' Rip-Rap
FROM -L- STA. 70+80 TO STA.12+08 LT
DETAIL 2
JURISDICTIONAL STREAM
�Notto s�oie)
Natuml Notuml
Graund 7� D .�,�� Gound
d
Geofe�le 6 Min.D-1 R.
Max. d=1 Ff_
"When e is < 6.0' g=2 Ff.
pe ofliner-CL'PEm6edded Ri�Rop
FROM -L- STA.72+88 TO STA. 13+31 LT
DETAIL 3
CUT DITCH
(Notro 5<ale)
Front
a
Namral 0.'� �¢� 61ope
Ground z�7 p F\�
d
Min. D=1 k.
Type of Liner= PSRM Max. d=1 Ff.
�=
�� Ttifi f FROM L STA. 13+42 TO STA. 74+88 RT
���' kS F .
�e '_ --- -@Xi�C R�k1� � Cfi - �70.�
- � PSRM (705 Cl'� SEE DETAIL 3 -�
f(Y-1 �#_ -_.. Y FROM STA.13+42 TO 14+88 RT
_ -_ _ _. .-. _
—S ���i �����..� -----
: Sta. 10+54.4/ —DWY7'- _ �
75�� °n51JFE
�
CURVE DATA FOR LINE —DWYI—
Pl Sta lOt2/.07 Pl Sta 10+68.72
0= 82° 47' 0/.8" (RTJ �= 3l° 55' 32.3" (LTl
D= 38/° 58' /8.7" D= ll4° 35' 29.6"
L = 2/.67' L = 27.86'
T = 13.22' T = 14.30'
R = 15.00' R = 50.00'

WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
an Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (FrorrUTo) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 @ 55' & 1 @30'
1 -L- 10+20 to 14+87.5 bridge - 30
Streambank
Stabilization
1 @ 55' & 1 @30'
1 -L- 10+20 to 14+g7.5 bridge - Removal of 30
existing bridge
foundation
-L- 12+88 to 13+31 - �urisdictional Side
Z LEFT- Stream Channel 43
Change 0.002
TOTALS: 0.002 73 30
� ������ �������
�
����� � �� �
i

�
��
,
���
�
�
�
�.
v�
�
c�
_ -�
��
�
'- �
,�
v ��
�
��
�� �
�z
OQ
o�
o�
��
'Y' �o
00 l
o� �
� a�
�- � L
o °�
���
v�
� C�
W ��
���
�-, � o
C� � =
N
O
�
.
.
N
�
.
�
�
.,
�
�
�
�
N
M
O
N
• �
See Sheet 9-A For I ndex of Sheets
See Sheet �-B For Conventi onal Symbols
To q�� HEA�iNc
�;�'�l�V�� ��%�,��
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL
BOUNDARIES.
� JI� �\ J� � � %�� \� � %)J��J�J� ���� � ���\`� �
�����������, �� ����� ����
LOCA TI01�: STR UCT URE 1�0. 92 O T�ER LAMBER T FORK 01� SR 13l S'
TYPE OF WORI�: GRADI11tG, DRAI11tAGE, PA VI1�G, � STR UCTURE
�
BEGIIV PROJECT DB12-OI0092
BEGI1� C01�STR UCTI01�
-L- POT Sta. IO + 20.00
Y
BEGIN BRIDGE
—L— POT Sta. 12 +
�\
�
��
-L-
� �,. -� �,,��,
�� , -
K -�
� �� ��R ,� �
. ,
LAMBERT ,
,
0
.
END BRIDGE
—L— POT Sta. 12 + 95.38
,�
,�
,�
,�
,
,�
,�
,
_, ,
�
� f'I . � ��GI
—�,
�/�; � %; l
�,
r ��o
DWYI-
�
z�
0
� ��
_?
��
��
�
��
�
�
�,
E1�D PR O JECT DB12-OI0092
E1VD C01�STR UCTI01�
-L- POC Sta.14 + 87.50
%
C�/ ���� �O/� � _
C�j ����K S
l[�lEglElL][I��1�TA�]Eg� l[�l[.,�1�T�
dD� N�°Jl° �7�1E d��][8 C�N�°J[°1E8U�C'JCd�v
re ored in the ice o: 1YyDRA ULICS E11tGI11lEER
GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Michael Baker Engineering, �n�.
� 8000 Regency Parkway, Suite 600
ADT 2013 = 240 �� � Cary, NC 27518
30 15 0 30 60 Professional Corporation License Number: O� �O�p�
V= 45 MPH LENGTH ROADWAY PROJECT DB12-010092 = 0.072 MI F-1084 �� ���
2012 STANDARD SPECIFICATIONS ��? �
PLANS FUNC CLASS = R. LOCAL �
LENGTH STRUCTURE PROJECT DB12-010092 = 0.017 MI P.E. � �
30 15 0 30 60 SUBREGIONAL TIER RIGHT OF WAY DATE: TODD H. BUCKNER, PE SIGNATURE: � *
TOTAL LENGTH OF PROJECT DB12-010092 = 0.089 MI ��, a
AP R I L 2 3, 2 O� 3 PROJECT ENGINEER ROAD WA Y DESIG11l
PROFILE (HORIZONTAL) E1�GII�EER ���p oo��Q
�� `� G°3 G°���Q
6 3 0 6 12 11ICDOT C011ITACT: K. ZAK HAMIDI, PE LETTING DATE: SUE FLOWERS
DESIGN B UILD PROJECT ENGINEER A P R I L 2 3, 2 O � 3 PROJECT DESIGN ENGINEER
PROFILE (VERTICAL) PE
SIGNATURE:

�
;
�
�
1 �ote: 1 �ot to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line -----
County Line ---
Township Line --
City Line -
Reservation Line - —
Property Line
Existing Iron Pin �
Property Corner �
Property Monument 0
Parcel/Sequence Number �23
Existing Fence Line -X X X-
Proposed Woven Wire Fence �
Proposed Chain Link Fence
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -w�g— — — —
Proposed Wetland Boundary
Existing Endangered Animal6oundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site �'
Potential Soil Contamination: Area or Site �?�
BUILDINGS AND OTHER CULTURE:
WLB
EAB
EPB
_ ;.
i
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine �'
Foundation �
Area Outline
Cemetery fi
Building
School �
Church �
�
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
BufFer Zone 1
BufFer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
�------i
� �
JS
BZ 1
BZ 2
�--- ---
�--- ---
-,-�_,..
�
�
� FLOW
�
�� �� � � ��� � �����������
�� ������ � ���� ���
RAILROADS:
Standard Gauge
RR Signal Milepost
$WltCil
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C�A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
0
MILEPOST 35
�
SWITCH
����
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
�
0
�
W
.
W
i� 0
� W
�^� �
'�' �iI
—
�c �,
T
�A�
E
E
TDE
PDE
DUE
PUE
TUE
AUE
�
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp �R
Existing Metal Guardrail —
Proposed Guardrail =
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
I�EGETATI�N.•
Single Tree
Single Shrub
Hedge
Woods Line
ti
����������i
�
�
Orchard
Vi neya rd
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
� � � �
Vineyard
CONC
� CONC WW �
CONC HW
�--------�
� CB
O
-s
i
b
�
�
O
�
�
�•
P
— — — —P— — — —
Existing Telephone Pole -�
Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - -
Recorded U/G Fiber Optics Cable T�°
Designated U/G Fiber Optics Cable (S.U.E.*� ----T Fo- --
���������� �����
b9� N�`I[° �J�IE ]F�dB ]�8 % W A��g7d�d'ICd�N
�������AV �� ll ���Lr �
][�� N�"Il' U�]E ���lf� ��N�°Il°1[3gJ�C°J["Y�N
WATE R:
Water Manhole O
Water Meter o
Water Valve �
Water Hydrant �
Recorded U/G Water Line w
Designated U/G Water Line (S.U.E.* - - - -w- - - -
Above Ground Water Line A�c Water
TV:
TV Satellite Dish C�
TV Pedestal ❑�
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� Fo
Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- --
GAS :
Gas Va lve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
�
.
,.,
-
— — — —G— — — —
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout 0
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/G Sanitary Sewer
Recorded SS Forced Main Line F55
Designated SS Forced Main Line (S.U.E.*) — - - - -FSS- - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
•
0
0
❑s
— 7UTL
0
UST
0
�
m
AATU R
E.O.I.

�
o�
O�
�
O
N
�
W
l� _
��
c�1L

�'
o�
O�
��
O
�
�
W
��
��
c�1C

�
n�
�.
�
i r;
�
�
�
�
�
_
��
�
�,
�
��
��
�,
�-
�-,�
o,
��
Go
��
��_�
�-
�,
��
��
w
�«
�,
L�� 2
�,
��
�
�
�
�
O
BRIDGE SKETCH ——L— OVER LAMBERT CREEK
c� BEGIN APPROACH SLAB PC StOo �
-L- POT Sta. 11 + 97.00 � BEGIN BRIDGE
-L- POT Sta. 12 + 08.00
�Z $.�TYPE TL-2 , PE-III TYPE-III
� .
_� _ o o �� o �
; tl'` Q` r-- r- � p —
�v � � o i. i � �� � o
- � ,--- o
� N �- / �
, �Z � __ ; v
�� � � � � TYPE TL-2 TyPE-III � T�PE-III �
� �.
, ,
\ M
�� � �,.,,_ , END BRIDGE '- END APPROACH SLAB
� -L- POT Sta. 12 + 95.38 -L- POT Sta. 13 + 06.38
� ��_a" �-- �
3 f23o3
CURVE DATA FOR LINE —L —
9 Pl Sta l4 flOnOl
0 = l3° 53' 3402" (RT �
D = 8° 03' 30a5"
L = 172a40'
T = 86062'
R = 7/1000'
SE = Oo04
RUNOFF = 92'
DS = 45 mph
\ \
� p
� �
�
� O
��� � � � ,
0 �
� � -��� � n-�j �
� 010092-1 �� o � �� �
� �
O � -� ° �
PROJECT REFERENCE NO. SHEET NO.
DB12-010092 4
fLW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
����������� �����
ll�� N�7[° �J�IE 1F�1E8 C�N�7f'1[3�JC7Cd�N
ineermg, inc
600ency Parkway
NC 27518
cense: F-1084
DETAIL 1
TOE PROTECTION
( Not to Scale)
Natural
Ground b
�
d =1 Ft.
b = 2 Ft.
Type of Liner='B' Rip-Rap
,��e'�
���
�1 �```'�o�e
F
�d
Geotextile
ineering, inc
Regency Parkway
600
NC 27518
cense� F-10A4
� - � � � � ni
� � FROM -L- STA. 10 + 80 TO STA. 12 + 08 LT
� � T H o M A s A o Y s o N N T 2° 4/` 2902" �E ` POC Staa l3 +7/0/9 —� —_ ���
D B 1 7 5 P G 6 0 1 �% S f Q, / 0 f 0 0, 0 � - Q �/ �/ y/ -
\ s D B 4 6 8 P G 2 3 7 7 ROCK PLATING CLASS II RIP RAP
�' DB 4 77 PG 24 72 FROM -L- 12 + 95 TO 13 + 70 LT ,,, E N D P I� O J E C T D B l 2 — 0/ 0 0 9 2
`�� SEE D E T A I L 1 O F S T D. D W G. 1 8 0 2. 0 1 E N D C O S T R U C T l O N
��- s� 93 TON W/118 SY FILTER FABRIC
o� �, 0,0092-2 —L — S% , 0/4 f87o50
p�/ CLASS II RIP RAP PC Stao l3 f23o39 DETAI L 2
v
85 TON W/108 SY STANDARD 2' BASE DITCh W/CLASS 'B' RIP RAP �� KATHY DYSON CHAPMAN STANDARD BASE DITCH
� FILTER FABRIC �
SEE DETAIL 2 L 2+ 88 TO 13 + 31 LT \ DB 563 PG 130 ° ( Not to Scale)
BEGIN PROJEC DBl2 —0/0092 SLOPE PROTECTION �� Natural Natural
BEGIN CONST RUC lON C LASS ' l l' RI P RAP 2 �CT� N IW�I2 6 Y �` � ��i _���� L � P B 7 P G 8 3 I �
O I � � Ground ?• D 1 Ground
—L — STAo �O f2�o0� Q TO ELEV 1125.9, 86 TONS FILTER FABRI � PQSTURE �`,� �, � POT Stao �4 f98o8 d
� 109 SY FILTER FABRIC CLA IP RAP � o�\ �
� � 3' T� N W/ �� ��,� � Geotextile
� B Min. D =1 Ft.
O TOE PROTECTION 45 SY�� FILT' [�IC I, �� �� o�� �� �' Max. d=1 Ft.
_� � W/C SS 'B' RIP RAP SEE DETAIL 1 � > �`�` � ��,S�I UR�- *When B is < 6.0' B=2 Ft.
O -L- 10+80 TO 12+08 LT ,- � ���"+05.00 -L- � � `,�o�� DANNY B& KATHY D
� + 40.00 -L- �- i T� E C R 0 S S N �, �� 60.00' LT �� ��' RETAI N 18" RC P �
° EXIST. R�W (� DER BR�DG �� � z, � CHAPMAN
`� ��\ +20.00 -L- DB 267 PG 431 Type of Liner='B' Rip-Rap
, �� � � � � EXIST. R�
C/� _ � � � �j � � , ,,', � FROM -L- STA. 12 + 88 TO STA. 13 + 31 LT
R � � RC
��— — _ �xisTiNC ��iW � - �%' - - - X; ��� _ / o .
� �/
- I � � ---
� �� � � � E , �rP � — _ ,�, , � � � D ETAI L 3
, -
__ __ , � �
� � ---- o (TYP.) 8�1 �` � 0�92 ' '����_ aL��� � ������ ��y� —� +���� �-n � ' ��� � . � S S gw CUT DITCH
�-� - — � 1 , � � � , � � � �
� � � � � ����� ' -° -
;'
,
��:
O �' o`� o 0 0 '- o -- - �- - � � � 5 o I g �, �2� � X� ( Not to Scale)
° - - -- � -
---- _
— TO ALL H� AUIVG SPIi INGS li Da � o . , o ___
� . . . . . SR 13�� -,
o r- o � � �� � _ �-98055
o `�' o 0 0 0 —� — � ' � RESET � - �h'�' Ai/qN � - _ _ F
-- � � -- - - � -2 � - - � t ront
� _-- _ — ---- � ,
� � �
� i�—� � �, �� �- _ I��'=`� �'�I � �✓���L Fr/��o � 30003' Natural D�'� ,�e< Do�e
+23�� J � - ;�` >-s-�� � ��� � � 8� �- s- - ' '`` � $:� 'J� � �� �� `o � � �M � - � � � � _ Ground �•j � ��0,'c p
3�4025' � --�?`� �' �" -< � '�TL- 2 �� � � � � - o p ' o � -
�E-� d
ExisTiN� RiW - _ � �- - - �� �;"�
,
_
� �
,�
-- — _ � � _ � �
-�-� + 5 .OQ' -L� , - � � �� n
—
� 040 ��-� 40.00' - ` � - ; �„ ; -- , ._�i- � � 7 . Min. D =1 Ft.
N 2/° 09' 400/" W R �° ' _ ,, - � � �6 O —
�� � - _ SS —��� �Q�� Max. d -1 Ft.
�� ` ` - -� �� ��_ �" --25 W W/ � � � - � �_ _ _ BW '�V ° �/ TYpe of Liner= PSRM
DO NOT DISTURB BM#2 , 3 MT STRIP � � � �� ' � � - ' �
� �AMBE CREEK ___ , � � N , � - a � � � � - _ �' w �� Th'��� ,� FROM -L- STA. 13 + 42 TO STA. 14 + 88 RT
���— � ���I- P , - ; �Y�- � � �. � 98.85 -L- � ���s �
� � ����
0 0 0 �� � ' � �� ,, �; �_� _ �� � _ '— - — , , -�PR� ; . - �, � , E EXIST. �w y���� ��o
; C STA 11 + 60 TC) , ,-� � ����' E PC SfC10 �O fOT oSJ� —DWY� — PSRM (105 CY) SEE DETAIL 3 �
� � STA 12 + 08 RT � ,-� ,� + 65.00 -L- FROM STA. 13 + 42 TO 14 + 88 RT
/� + 75 .00 -L- ��- , ��� �7 � `� 75 .00 RT
� ; � ExisT., �w � � ,� �� + o.00 -�- PT Stoo l0 �29053 —DW Yl —
� 45.00 RT
I� � � \ C� , , ,�,�� � � ��� 65.00 RT � � �►
� � ss B R� P�,P ,,� S 24 3/ 2900 E
; � I 1 TON WITH , �� � !� `~'aS�I��i��F��
� 5 SY FILTER FABRIC ;'�'�� B M I PC SfQa �O fJ�4o4� —DW Y� —
AREA TO BE EXCAVATED ,� N=809449 15�� I�QS-URE ;��
164 CY � E= I�� 2 q 7 5 P% St4o �� f82o28 —Dwi�� —
6" DIA. SCUPPERS ON 6' CENTERS E� E �= I I 2 9 0� 7
FROM STA. 12 + 14 TO 1 2 + 20 RT R AT A F R � — YI —
FROM STA. 12 + 71 TO 12 + 89 RT MAI NTAI N GATE CU V E D O � NE DW
CLASI TON I WI�TH °10°92-3 Pl t l f l 7 Pl Sto l0 f 7
END CONST RUCT lON S a 0 2 00 680 2
5 SY FILTER FABRIC —QWY� — POT �� fOOo�� �= 82° 47� ��a8�� iRT � �—.3�° 55' 320.3�� �LT )
DOROTHY DYSON CHAPMAN
D B 5 6 3 P c � 2 6 D= 38/° 58' lSo7" D= ll4° 35' 29n6"
� = 2/067' � = 27086'
T = /3022' T = 14030'
R = 15000' R = 50a00'

� PROJECT REFERENCE NO. SHEET NO.
�.,
�
' " " DB12-010092 5
� � � I I I I_ J��—I� I I I� _ � i I I I � � �� I� I I I � i_
� . I ROADWAY DESIGN HYDRAULICS
I _ _ I
� I � I � ENGINEER ENGINEER
ElV D GRADE
— i BEGIN GRADE- - i-' - i
' ' ' � l4 87050 ' ' �
� � . —L — ST Ao l0 -�20000 I ; i _ —L — ST Ao �- � , ����,������� ��,���
I I . ; , I ; , , _ _ , , �� N��° u�� ��� ��r, ��°��r�°�d��v
� � 1,16� = EL = 1133042 �
i i -! , - - �:_ _ EL //3/0/6 , � � I ; : � � �� � �_ _ _ � � _� �,
;
�
� �_ �
i i � ��. ` I I_ I _ i _ , il _ I
i i I� I � �� I � � I � �� I � I
i i � I,_ _i _�_ � I _ I I I
�
I I � I � � I � II I I, Michael Baker Engineering, Inc. Mich el Baker Engineering, Inc
� � 1 15O i i i_ ' � BEGIIV BRIDGE ,' I 'I � I
8000 Re ency Parkway 8000 Re ency Parkway
ElV D BRIDGE - - . Suite 60 � Suite 60
�• Car , NC 27518 �• Car , NC 27518
n - 4 � -
� � � - � � � -- � � — , _ ��� _ � � , � � � � � , i
� � - �� —�— STAo l2-�OSo00 L STAo 12+95038 _
- _.
I � I I � -- x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
i i - - � - ! � ^ � P� _�4 �"DOoO� BM 1 ELEVAT I ON = 1 129. 37
i i ; � P� _�� f2�a�0 �� j , . � _,_ EL =�9�280�' 4� _ N 8�9450 E 13324 75
�--- -�-,--- -�- -�__ - -,-- ---r---�- _ -r-- -,-�- -� , — I E L S T A T I 0 N 1 1• 7 2, 0� 3 4 L E F T
� � r EL l9/27048' � l@55 /@30 =
� � 1,140 ; v� ��5 �� „ 1,140
i i I I VC = 200� , 'I I_ , K- 38 I R/R SP I KE SET I N ROOT OF 16 W I LD
i i ; � _ , ._ - - .
i i I I K- 4S l I � _ - CHERRY TREE
�; � __ �� i1 _ � _ DS — 30 mph xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
� �
� � DS = 35 mph �
� � � � � i xxx=xxxxx=xxx�xxxxx�x=xxx�xxxxx�xxxxx�xx
i i NG LT REMOVE EXIST. BRIDGE � I � -'
i i � ' --- NG RT PIER & ABUTMENTS -' � ' � NG RT -' , o I BM2 ELEVAT I ON = 1 129. 37
i i � 1 -���. � LOWEST LOW STEEL l __.- __ Q� � � N 8�92f�3 E 1332548 1 1
� � , 30 _ _ ___ 5�2 , 30
i i �� � ___ DOWSTREAM FACE ��_ _ __-- (�" � � EL STAT I ON 14 t 28, 0PJ 13 LEFT
.� � _
i i , � ��-----�_�, ������ � � - % �-- --- - - _ � �-�OoS O O _ REBAR AND CAP STAMPED " 01 - 0f�92 - 3"
� � ; o a , , � , � - T 200% o �� o _ - - -
� � o � ___,_ — ���Oo5200/ __ __ � _
_� ; BM2-�1 �092 3
N � � , , � N
rr ���� � 3 MIN ;�� �
i i + � ����--------�-� // — , � � — xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
---�__ - � / - �
i i ----- _
, __ +
_�—__ �
� � ------------------------- - I
--- -------------_--�-T .
i i ; MILLING EXCAVATE AREA TO N G E LEV. 1121 ��
-�,_ � � i .-� � � ! I _ I MILLING
i i �� � Z O � L l M I T S _ C LASS I I RI P RAP ���.,� �`_� --� � N G L T L l M I T S , � �� � 2 O
N i i I � �r � � �r ' �� 3.5 . -1 �/ J I _ _I : I I _ _ _
_ _ _
o � � - � � �_ � .� .� �, ,� � �, , ; . � : — � � 6 �0 °END ST ANDARD 2' BASE DlT CH � ' ' _ �_ ,
I i � � � � i _�
� i i I PROP 100 YR=1127.08 � - - - ,� ° � �, _
� i i 1 PROP 2 YR =1124. ��"� 1�00 ' ST Aa l3 �3/o LT, EL =�,���' 0.38 ; _ I
� � ' T A AR ` A lT H NWSEL =1117.6 Pl T A AR ' A lT H-� - --
_ BEG S ND D 2 B SE D C � S ND D 2 B SE D C _ , _�
� � . . � �, T
i i ST Ao �2 f88o LT 9 EL =�9��T o70 100 YR. CONTRACTION SCOUR 100 YR. LOCAL SCOUR ST Qo l3 f07 LT, EL =�9��T o89
� � 10 11 12 13 14
��
� � � � ���� � � � � � � � � � � �_� �
��
� BEGIN GRADE � � � _�
_
� � �� —DWYI— STAo l0+1Oa00 ! ,
i i i � �i _ � — i � _ -i
� � EL = 1128084 � � �
_ -
, , �
� � 1,150 � ; �_� �� �_ � ;_ ;-; _ ,; i � 1,150
� � __ II _ _ _� _ __ � � i I, I_ I i - i __ i � �_ i 1_i _I _ _, I_ _ I
� � _� � � � END GRADE � — � . __ _
__ _ � i � �—�_ �_i �_��� �� �� �� i � �
� _ ���z��_ ��_ —DWYI — ST Ao ll f00o00 � � � _ _ � _� � _ _ � � ,_ _� � � _� _ _�_� _ � �— �
� � � � � _� �
�� __
', EL = 1126047 � ._ I I
a _ - — . -- - - _ :_ _ _. _
� � Pl — l0 �55a00 � �- � i ��- _ � � _ � _ _
. E� _ l,127060, � �, �, ; _ � �: �
� � 1 140 . . - : _ _ 1 140
�� ' Pl = l0 f 30000 � � '
�� _ _
� � E� _ l l27 69'
, , _ . _ . ,
_ _ _ _ _ __
__ _ _ _
_� _ � � � i � i i i _i �
i i V 9 ° _ _ I I �I _ 1 __ _ I . . .
ii , � i ' I
�`
i i . I I_. I i _ .I �I _ � � � I I
— � -� � � i _ ��� �
._ _
� � 1 130 � � � � � � � , � � � � � 1 130
ii � ; , � — -— - _� i ; i i � _� i
- - -�_ � � � � - - � � , � � ' � _ I _I ' I ._ _I I I �
i i ; _ , , � , _,�_ ' i � �
: _
i i � ___ , I I I. I � � �
i i � o `_ _ I _ _
_ , f _
I.
� � ( —�Oo3600/� —�20 _, :
--
-- - - — - _�.
� � 200� - � � _ � � i i _
0
i
rt _ ° _ �_ _ I _. i : - -- I' ! - ___ � _, _ _ I' � _ _� �i � _ - i
( �5n7450/ _ _ _ _
_ _ _ _ _ _ — _. _ _ _ _ _ __ ___
1,12 0 _ . �_ _ - _� _ - - : _� _� � �_ _� 1,12 0
_
_ � __
�
�
�
: i i i i
; _ _ _ _ _
� _ � I I II ,I , I j �
�, - � � � - �i � I� l� � �I I 1 I i I �� �� - � I� �I� �I I �� - � �� �I I� �I �� �� �i I� I�
�� ;, ; - - _ : . _ _ _ _
�;� , _ � � i l � I - � I� � l� � � _
� �
__._ ----- ----- - --_. --- --_ _.._ __._ -- --- ----- - ---- -_.__ __._._ __ _.-- -.--
_._ _ __. _._._ _. _ -;-- __, __._ ___ -;-
__._ __
�,�- 1��1� � ' � � ' � � ' ' � � � � � � � � � � � � � � � � � � � � ' 1����
0
� � i i I ,_
'- _ I I il i II il _I II I I
��
i
ir ,_ : I _ : _ . _ I :. _ ; �_ _. , _ . __
�-� �
— ;-
o �, � �
a' L � � � � � � � � _� ' � ' �.
�� � _. � � � � � �.
��a _ � : � : � �� � � � � � � � � I I
or� � � � � � . �
C�l 3 �
I �
� h�
W 0
�� � O � �
LCl/
N� +

C
�
�
� �
iW
�' z
Q�
x U
i�
�m
�
��
iJ
N �
��
� Q
� U
� ~
� / �
ee U
a� �
�X L
/ d�
� �C
O ��
N 3 U
I � �
� ��
w ��
��
I /�
� O
N � ���

I)
(
�
��
�
�
f�J
�
�
��w
�z
Q�
xU
��
L~
IJ
��
��
��
��
��
�
���
o� ,
��
Gx�
��
� ��
o ��
N 3 (_1
I � �
� @�
W O °
���
�'o
���
, _� ._, .. - .��. � -. . _. . � . -.. . � � � .. - . . �
- _ - - _
75 70 65 ' 60 55 50 _ 45 40 _I 35 30 ,_ 25 20 15 _ 10 5 0 5 10 � 15 20 _, 25 30 _ 35 40 45 50
—
55 60 65 70 75
� � � �
. — o� � . _ .� � � �—
- _ -i - -i: - _ . _ [ - - -: -i I
_i - i I ,_ i _ I _ _ I _ _ _ �
� , � , , ,. �
. _ _ _ .
i � ,. I ; : ,. , I , , I �. : I_ . i i , I ,i , i I , , , , ,I , i , i I_ , . : :I " � i
I I _ _ .; I I I I I I i I i � I _ I I I_I. _ I I ,_ i I . , , � . I
I- � i -- � � -i--- � i i - . � I I � I i I �_ I I I ' ' I ' '. I i � I i -_ _ -�_ _ � I � -, - _. � � � i I . I � _ � -� I I I I �
:
. _ . . . . _ . . . . . . I. . . . . .;I. . . . I. . . . i -.I. . .. . .. . . .. , . . . . . .. . . . .
.. .. . .. , . . . _ . .. . ,. _ . .. . ;. , . . .. . _ . . ,. . .. _ . .,._ . _ .. . .. _
//35 : � � � � , _ : � _ _ _ �: �;_ : : -_ , , � �� � _ � � � � � //35
-- _
i '� I I I I � Ii I Ii l Ii Il i i II 1I ii i I i1 i
_ _I,I . II _ -, � ._ .T I-I _!_ I !_I I I . I I I _ I I -II_ _I,I � _ _i � � i - _I, i I - � i , � - i � _ _ _� I-I,I , ! I I I ,_! _,. I I I I,I _. I I_
. I ' I' I __ I _I! .i � � I I_ I-I I I_I I I I I I I-I- I I I I li � I-I- I� I r I � �
_ ; � , _ �_ _ i_ , _ _ i _ p. _ � . _ r � _. __ r , _ _ _ ; : �i_ , _ , ;
� , � _ _ _ � : � : i � _
I �_ i � _ I �_ I � : �: : i � : i I i � I I I i �
I I j __ _ _ _ _ I _I _� � . _ � _I � _I_ _!I� I - I � -I � I I _ _ i � __ � _ _ , - I - _
, _.__ i i � i
I i _,
�
_ - - : _ _ !, _ _ _ . , �
�
__-: _ , I � � I I i i i _ !
! J '_
__,. . I _:_:_-:- �. - � -__._. T � il � � - 1� _ �_ �_ il -
1130 _ ______ _ ' ,_ ___ _ ___ 1130
_. -- -. = 0.017 � 0.007
-- --_=
�_: � _; ; -. 12:� _ .�
_ _ . _ __ __
� �-- � __ �, �
i : _ : _ . �� � , � �� --_ ____� , i i i , _ i
� , - � � • ' � ` � - - � �� _ I �� �� - _ _ I
-�� I I I I I _I � � � � � I � i� � �� I_ � i � _:_ , � � � � �� _ � �- �� ��' ! � � I �__
_ � � _ � � � 1_I_
, J_�; '� � � ���`
//25 � � � I � � ' , � � � � ,;- �I-� 112 8. 78 '� i_ �_ i , �;;,; , j � � � � I �-1- �_ �-, //25
�� � - ,
� - _ _
--------------------------------- _�� -'__ _ _- _ _ _ __ _ -
, �
i i i ii � i
� C - i � i
, �
' � i i
--------------------- I i � ,� � i ii i � -- '�,T
! _ r , 1 f ; i � _� ,. � , i i I. I
I, , I I I , , ��I _,I � � � � i ! , I , _I. i i �� ,_ i i , �
- - - _ � I I I
. __ _ - I i ,___ . :- -.- i i - _ _.- . - i _- _ _._ _. _, : _, _ - - - - - _ -,
. _..- - . _ � .� � -, i ., .-- i -.. _ . . -i � � --- i .- . _ -i-�- � - - i � i � � ---i -; . . i � I , i � . .' i I � i i
. . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . .. . . . .. . . . . . : . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . _ . . . . . ... . _ . . . .. . . . . . . .._ .. . . . . . ... . . . . . . .. . . . .. . . ..- . . . . . . . . . . .. . . . . . . . . .. .. . .. . . . . . . . . . . .. . . . . . .. . . _ . . . . . . . . .. .
. . � .:. _ . _. . . . .. .. .I :. . _. � . . !I �:.- .i : . . . . . . . . . .
//20 � �_ �. ; ; � //20
�_�_ �_ _ _ � �_ . �
��
_ _ � ,� _ ,� � -__ �______-
�_
i I I ' ! I: i I L. -i I_ I L. : i i' i� _ ! _ i l. i_ I i ! �` I �♦
_._._ I _ = _ I , � i \ i� /
I I I � II l_ _� i i I I I i -. i �� �� � � I _ � � I �. , � i f i � i-__
_ . �, _
` - - _ ._ ._ _ _, - ,/
� � � I
.- _ _ _ _ , :_.. : I._ I _ ; . ,� �� ���� _
_. , _ . _ !I _ . _ _ � � � O O0O _ , i _ _ _� � � � �
///5 _� � 0 0 _ . � _ lll5
_ '� � �
� • _� � I �_� � _� � _� _ _
, , __ .
, _ i , _. _.
-i I . _ _ .. I�I
_�.-__, i �_ �. � . ....--.---.- -,Ti_.-. _I_,. � ,. _�.-._.._. -__. � . .. _... �. . -'---.-. =-- -�_ _ � ! I. �_.. -_.- I I .._ _ --.._. _ .. � ...- -�_ _ . ,-. ' .,---.. _--,. _ � . ..._, _ i. . � _._... I . . - . � . _ I. �. �. . . J_,._.._. . - ---- -- ---I._._ . . _ . . . -- I ---- -- -- �-'._,T.. -.,.---,-.. . . . . . !.-- ,. . . �. ,- I-,._,T.. _.,. I I -.. . . . '---- .
I I i I � I - [- i I f-, -, �� -,-
I I � i .. . . . .. . . , i . .. . . , .. ,� . . .. . .. i . :I . .. i . . i i . .. . .. .. � .� . . , .. , I . , . . i . . , , .. I � . . .. �
-�� --� � � � � ._ . ;. ...---- �=- � � --- _ . :. . _ �. . .:. -- �- . _.-.. � � � ---- - _ -.- �. . . . ...-- -� --r � - - -- � -. :� r - --i � -. . -.. . . _ _ . .- _ . _ _ .. . . - . . .-- � -r �-- - -- . . . . . .. . . -- � � -r �-- -r �-- -T - -. . . .. . .. - � -. .. . _.- -r �- - - - . . . - � -= _ .. .. . -
� � � - � � � � �- �_�� � _I- � � � __ i i i i _ I-�. � � � � I� _ � � � � � � � � �-�__' � � �� � _�� �-�1- �_�
� I �I i � �� I I � � �� � I � � i I � j i �' � I I � � I I � � I I I � � � �� i � � �
._� � --��_i _.-. � . -I I ) ` -_ _. - _ �,. _ -�- i � ��_ , _ ��-- �-�'. � _ � , ;-�� __�_�-��. _ � .�-f ���_ � , � f ��I_ � _�-- _ �_ �. _ ,, _- �!_ i � . �
i � � � i
� � � �
_ _ - _ __ _ I_ _ . _ _ _. ,-. _ _ _. .-. _ ,. _ < _ _ --,-,
-_ , _..-.-._,,- -I , ---. _.-._ . I I -__ _ I I _ _- __ _ __ _I �-_ _: -___ _ _ _-- -- rI __. .-.:-, -, _. I-' , --. .- _ _I I _: I �__ -°- - , . . I I , -= _ �_�
_._ . _. - -.._ . _�_ I. � I I_ I� I , i �. , ,
I I i I_. _._ _. _ il I i � , I! i !I !I ! � � !I II !i � II � i i 1 I 1 ! I 1
I i i i _.
ii i i
� i � I_ i I_ I , � I . _ i II I i i I I I. i i' I I � _� i i , I. il , _i. � i i i. _ _ i , I i i li ,- _ I___
' _. ___ _--_._ _ . __ ----- . . ._._ _ - - -- ---- . . -- - --._- _._ _ . __ -- --. __ _- : , . _._ _- _ - __ _- _ ___ : _ _ _ -_._ . - - -_._. _ _--- __._- _
, , , , ,
! _ I _.
//40 _ � _ , _ �_�_
I I '- i i _� -'� i //40
ii i i ii i �i
_ _ _ . : __ _ _ _,__ __ _ __ _, _ _ _ _ __ .
_ �_ . � _
! �- ! �_- � ; �-:-L�- _ � ' _ ,_� , ; ,_ � . . _,_� , ,._ � . _�I- _�_.� . ; . �_ : -_� � ._ , _ , i _,_ , ! � � � � ; , I
_
� � I , I I ( i I _� L : ; �- � -�__ I i � � � -- _:_ I , � _. _:__: . ,_,_ i �
, II I I � -. -j I I I_ . I 1 _� -II. . . I , .II II. i I , T II. ,. -I I � � _,
-! I I ! _ , _. _ - - - _ I . _ . _: -. _, -. I� � _.. _ _
� � �� L ��
_ � _ _ �_ � I _� � '_ _.. L _ i
_ _i � i _.. _. _. _ i . _ .
_ _ _ I _, �_ _ . - _. _. _, _ _. I _ _ _ ,_ _ _, . _I _
I_. _ _ _ _
I _ i . � I�
-
��35 _ , - _I _ !_ _ J_ I __ _ _, _I _. l _!_ _ J-! , __ _� _ ! l _!_ I _ : _ !,-!- J- I _ � i i I i _ , _ _�-I �LL _I , , --1 �I-L _ - _ _ -�_ ,_ - __ i ��35
_ i -i _ _� � ��_i_�_ _ � _ _ � __ _ _��� � __I � I __ �_� :_�_ � ;i I_� �_ � N_ I-L
: _ _ _ � ____ --� _ _ -
� � - -- _i i � r _ � � -�+ � � i � �i_ � _;- �_ O _ _ _ _ ; _ __ _. � -
� i-I._ -.. , i I I i i � i I i I i 1 ��- -_ i I i
i i I �-- i �
--+ I � I i I I i I
'
_I I _ I ---� --I I:_. .-- _ _:--._�_ �-.. , I� - � � -�-� �--- I_ - 1--._._ I M �, _�_----� �--- --�_ i I I i _I I. ___. . -: �_ I _. �
i--. . I -___ - _ _. .-
' ' '- _ _-__� � 0.015 � � �
� � 0.035 --- ---- -- ,
__ _ _
-- ---
_ _
1130 _ _,-- _, _ �-��-� '�� _ '� : ; � �, 3.� � � — _ � ; � _, -- - : r - 1130
_ _ i _ ��i � __ _______ , _ _ _ _
-- � _- --____ - _- -
�i , � _ _ _ _
� � �
�
_..
,
� _
, .. . _ _ _
: , � _
i i � � _ _ _
: � ___ .� __ �._- - ---------
� - - - � �_ I I I _ I- I_ _I ' � - - - - - - - �
��, I I I! I _ _���� ��� I ! T_ I._ I '. i , � i . -_ _ \ !! I I
_-- , 1130.05 � � � , �
_ �, _�_ �, _ �L
_. I I-I_ I I-I_ I_I -1I- -I I I I -I-II. I II I.I_ I_I I_._ I li i I_l I- _- _ _I I I_ II I-II L
1125 - - - _ ; �_ _�_� _ _ � � 1125
- � i � � � ii i i i
___--- - - " ' '� � � � � � � � � � �
-
____ __, __ _ _ , _ _
_______________ � ` _ : � : � _ : _ , : _ : ! , ; , ! � , , _ �
� � I I � _ �� L i � �_ i� f i i i i �_ �
- - - '_' _ - � -a--�--l-
� , .;-�I I r 1 I ;-! I � � L i � ! � I i i � ,_ i i �i� -; � 1 � i� � �� �� � �
� _
.
: , �. I li _. I I _I I ; � I_ . , _ I . I , �
� _.
' � � - I T � ._ I' , �-� ,. � ' I.
- �.._ . - -- -- ! ^ I! _ _ II I I ' _ � I I I I _ T _ . T. _..� - ' I � - --- - -
_ ._ _, ' _ � �-r-
_ �
� �_ _ � _. _ IIiT �_. - - -, _, I i. _ _ - _. I - _ _ - , _ _, . i-, _ _,!. . _ I -i. -,- _ :- _ �
_ _ _ -_
1120 � � � '� ', �_ . � U20
. __,_'
i_l_ ' f_,_ ��!_1 . I-_ _ G J� !__ _. I_ _ : � . i_�_I _ _ I, ! _ i_I, _ _!� � ,_ , _I_i � I- , _ ,_ _ , I��, ,_!_ : � _ _ I� -Li_
_ _ _ _ , _ _ _r,_, � � �
i -
�
_ _. -� -I : : _ -r �
_ 1_l _ :_ _ _ C - __ _ I - _. _� _ I _ _ -._ . . . _I._�_' �
__ �� j __- -_ - I � � -- _. I I _�_i I _i I I_ I- I � L: _I _ i _; _ i i � - I , I I I J
I i i ! I i i_ j I� I I � I � i � i i � i I I I ! I i I I I i I � i
-- - -.. ----_._ �
_ i i� I i i i i i i i � i i � i � � I I. _ �
I -I . I i j I I I I I _I I_ I___ � I I i- I I-. I __ -I � ,. _ �
I, - _, � i � i � � I I �--
I � T ! � , i � ; I I I _ _.-_, ,_ _ . _ l _. _ �----'----_
- � --
/// i_ ///
5 � . 5
� � �
__�- _�__ _� � _�_ _ � __ � � L _�� 10 � 50. 0000 _ ___ _ _ , _ __ _ � _
i _ �i ��'- '� � i� i� � � � i i � i _ -- 'ii
_ _ _ _ _ _
_ _ _ ---_ _ _ __ _._ _ - _ _
l _ , - I'i _ __ -. _ ` �_.. - _._ �
� _. : i --,-i ' �_ i !_, i ' ,�. � I�, � � � . � �_: . i . � __> . _, . , ; , �_.:.
� i i � I
_, , - - -_ , _ _' _- _ _ ,� _ - _ _ I _J _, -- _
� � i--i i � i i � i � i _ I. i I i i II _ i_ I I-- I i I I _i I I I: i_ I. �� �I i i I I i � i �-r- I �- i i �
I � _ . I I _ i _ !. -�_ � I _Z.. . I I i � _ , _ I _ .:_ I ! _ _ . , . [ . 1.
. � i I i I I I _' � � I I I ' I i I I � i_ _, � i I � i i i i i � i ( I- � i , i I -
I I I , :_ � -� _ _. _I- � � � _ _ I- - -- _ _ - <. ;
�- __il . J__ - _I I I ��-I ,_:I _ � i IJ I_ I I I ._ _ � I-I I I I i j I I I I I I I I f I I I I I I I � J L_ I :__ I I I I I I i _, I i I I _ I I I I
! ! _. ', � I - , I II I I _ I . li l ' I ,. ! ' _ II I I I _ ! ! I� I._ ' ! ,. i _. _ ! I II �. _ I ! � I I _ I
_ _ : _. _ _ _ _ . _ , . . � I _. -._:-:- _ _ . _ _. _ : _ _ _. . _ _ . . , _ _ _.:-- _ _.:_ .
I i I I _-:_ I i i I I I I I I, li I-1 I j I I-1 I I I i I -I _ I _I � i _ ,,, I � I I I + _ I
I I I I_ i _ I li I I I I I l. � 1 I. _� � !�_ � i � JI ! . � ..._ i �I � I I - � �� l _I �
_.� - -
,
I J � . I ; , I� _ I ' - -.: + -, I � I� � � _ . I I _ 1 -� . i I � ; J -I . _ . , �- - � - I I _ . : I � I I. I I I � _. I. I I I _.I ! ! � _.I I
_ . _
//40 _ __ _ -- -- _ 1140
� �. i ! i ! !
- -__ --- _-_._ _ _.____ -_ _--- _ --_ _ ___ __ _._ - _ _ : _-__ _ — _ _,__ � .
-_-_-�-_---__ ___: — : _
. ---__--
� � - � , i _� �_ � i-_ _ _ _ _ � i _ i
_ __-_ _____
I i _I -� I ! I i I i _ I ! i I ! I i 'I �. i� _ I 'i I I � I �
�i�i
�� --
� � � � � I -� ' i i � � � � j � � � j � 1 � � � � � � � i I ' �. � I � � � � ' � .�. � � I � � (. r i i
� I__I � ___� � � I � _� � � . � �. �� _ � , I � � � 1 � ' I � � � I I � � . . �
� - � � �I _ I � �-� 1 � � [� j� 1 [ 1 �
,_i _ ; , _ . � i �� � _ _ i� �- � _i. _ � �; _ , i � �'�� � i � �
_ __, , � _, __ _ _ _ _ _
//35 � � , � : _ � //35
� � � � • ___ _ ' � __ __� _:
� „
� _ _ _
._
., . . . . , �� . i . .. .,I. i i . i , . � i ., . . , i i � ,. _ . . . . , . , i .I , i. . . , . i , ... . _ . , i . , , . . . ��. . . . . ��� � i I � i . . ��. . � � II ���
,. � '� I, _ ' ! . ._ _._ �-:. --, , .. -: . . . . ._ _. -. . . , -. - � .; _. . , . . �. -'�. . .; -. _. '-:. _ '�. . . , . , . , . . , , �;. . . . . '�.�._ . . . !.. �.. _... _ . �. . �.. _ _ . , !.. , . . . _ ._�:. . .
i i. i-� _. -_ I i � i,-i __ --
- � � � � ; � , -- � � _ � � ' 0 02 8 ' _ ' '
_ __ _ . _� � _ I
�, � �, , � 0.046 r- • ,
_ - - � -' �
� I I , I I , i il
- -
� i i I L
- -
--- -- _ _ :. _ _
. _; ,- -. _ _ __ .
� 1
- _ ._
// i II!i i_ i i _ �-; ' �
30 , , � 3 ________________ � -� - __ - -_ _ 1130
---
_ _ _ _ , _ _ � _ _ .
------ � � �
� � ,
_ � � -� __ -------
� '� _� �I-� � � �� � � ��
� i �- _ . i � i
, ; � , _ _ ,
�
---------------------� � - ---- -- �------ : .
_ _ �
� � ' , i
----- __
----------------- _i i �� '
-- --- - 1131.16 � I � I ,, ------
__
___ ------
_ „ � , _� � . � , . �- -
------- � _�_ --i _I _ , , , _I; _ i. I i i , � _ , _J. �--__ i
i � �
_
_ _:_;_! _. : _ _ : _ -_ -----�
1125 -- 1125
, _�_ ,
. _ : _
i-�-i i- -:-!- !_. �!_I.- �. _-i. -�-i -:-!- !_. - -! -�_I � . -.- �l- -i-.- _ _
�� --I -!- _.- �-�- _i ��. _ _ -�_ i-!- L-�- -1 �� - _ -� _I-� _ , _� !- -�.-. _ !� I � _ - _: I i-� �_ � I�J -, I I � . - l�J -�I��. - . -i
I_ _ _ � _ �_ _ _ I _ - i I ,_ _ I L � �_ I. 1 _I L._ I � ��
_. ,_I II II I I I I i I I i � , i i i � ' I �
i i � � i i i i i i
_� I . � , . � , . � i I � _i
-�� �---- �- - -- -- ; � I il �. I . � I _ _1 I I f � f I 1 �- � � . � � , � ,
� T1 j � r � ��� � � -rr �- �T� � ._. �� - �-� � -- �-r- � � rr - � i-- r- -� - -� -� I i - _ T � ,- I r i-� I I�� I � � � I�� �
- -, _.- - _.- _ _ _.
//20 � __ _ � _ � � _ :__ ; //20
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75

I)
(
�
��
�
�
f�J
�
���
�z
Q�
xU
��
L J
��
��
��
��
��
�
���
o� ,
��
Gx�
��
� ��
o ��
N 3 (_1
I � �
� ��
w �� °
���
�'o
���
. _� ._, .. - .��. � -. . _. . � . -.. . � � � .. - . . �
- _ - - _
75 70 65 ' 60 55 50 _ 45 40 _I 35 30 ,_ 25 20 15 _ 10 5 0 5 10 � 15 20 _, 25 30 _ 35 40 45 50
-
55 60 65 70 75
� � � �
. — o� � . _ .� � � �—
-- - - - - - - - - i
_ _� _ _ _ _. _ _ _.
_� _� — � �i _ ,_ � - i _ � _ _i _� _. �.
� , � , — , - �
_ _ _ ;.
i � ,. i ;: ,. , I ,, I �. : I_ . i i , I ,i , i I ,, , j i ,i , i , i I_ ,.: 1 f i I
I II _ _ .; I I I I I I ; j i � I - I I I_I. _ I I ,_ i I , , � . I :
I I'. I � _—, � � —i--- I i! i I i I � I j— I I I_i : i j i —i i I i —_ _ —�_ _ � I � —, — _. � � i � _. , . I � — � ' I I I I � I
: ,. . : —
— I I i ,I : I ,. _ : , � i I : � I I I
—I . I — � l _ _ ' _ _.
: _. _ _
i '� � I I I I � Ii I Ii l Ii I( i i II 1I ii i I i1 i �1 II I I II I I
-�-'--- I I� -�- - I-I I _I I I-I _!_ I !_I I I. I I I I I-I_ _I,-� _ _, _ , I_ _ 1 - __ ,_! _,. I I_ _I I
! I j __I,I . �_ � :_- i i �._ ,T � i I i I II : I_ I _II I I� I_I I i I-I I I i-�- I. I I i I II I-�- I^ � I, � I-Ii ! I li � � I I I'I _ �
_ _ L _ _ _ _ _ , �_ , _ , _ _ _ . _ . _ � _. , ; __ . . _ _ _, _ : ; : _ _
� - - i � I � I I f - , i ! _,
� i I I � i �
1 I I I � , � i i _
- I I- i � _�- I I_ � _I , __ -� _f _I_ !� _i_ 1 _I _� i -i I. �. i- � I_ i- I I
_ _ _ __ � � � � � � � �
_ k- _
' _ _ k _ _ , . � � �
_ _ —: ' _ I , , i i i — � '� i I , ' !
�, , a
_
, � '—
_ � ___- � � —__. T i 'i � i - � _:_ _ �_,i ,_ �i . — _ —_-___ _ . , _ ___ _ _:_.
_.
U35 _ '_ - - :- _— -- _ � _ _ _ _ U35
� �_ i_ �_ . .�
' � ! ` I _, . - `
, _ L _ _ . .
_ I ln _ : , i I i , , i
i i . I_: i � � i � i � i
_ __ I � � � � ' _ I I - I _ �,
i -� _ _ i -I -i !_ �, I i_ _ __ i _. _ i
- _ � I � I � -r � _ � i �� I 1 I - � �,- � � � ��' � f I -� -
I I I I _. __ _
� I I �� _� i i �,_ i _i�_L � � i 1J i { 1-i_
�i i-_ �i
J_� ; _ _ , ` _i . : I . _ _. _ _ _ � i _ �
1130 � � ��� I��; � � ���� I�� �� �I� � �; � ��� (—��� �� c� �_ �H ��I � � � � H ��I �� � ��I �� ��—I— � ��,� 1130
� _.- � ; 0.020 = 0.020 ;; �, � _ � _ � � _ :
_ __� i _ _�I _- _ -____. _ —
_ � � � ; _ i i
„ � i � i � � i i �, �: i i � i . ' i i ; _ _ ' i,T
�
i i , C i ---- � i i i i i i �
�
I _ _ , _, I I .,__I � , , i �
—_--- � , — � _ _ — I � / � ` �-- i —i—._� II �—;-- I — T i ---i —' I i i � _ i . —, _ —
I I — —i � � i : —i -- I — I — I i _ � � �
— _ .
: : 3'• �
1125 . . � � � , , �_ � � ; , � 1125
� • _ � \\ ; i_! ! _, !_i �___--
— �_� ��_ 112 7 71 - � �
i I - _ . � , i _ �i i_ 1 _ L I � _ ` \ --__ � � _ � _ . i ; _ , �
i
i
___ --------�� _ __ - _ _ , � I _ ��� _. - _
I I I � ,i � �� � � � i � f I � I f � �
- - - - - - - - - - - - - - - - - - - - - - / _ � i -.. _
— � � � � � � � � � _ — � � � _ i � �
_ _ �
--- _ . _ _. — _
, �
//2U--------------- -- _ _ r _ _ _ � _ ; �_ �� . .�• U20
_, _ � -
I ///5
//35
I 1130
//25 _�_, , � .
_ � �� ._ �,_ _ � �� —,
� ��
I i- —' _,. _
I! i _ i : !_ 1Z I- '
�.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � �
�
//20 � W � � W � � � � � � , � � � � � �-�
I ///5
//35
��:
//30
//25 _ �_ �- _ �_ _ � _ � _ . __ �� � _ '� � � _ . _,� � ,, , �
� i _ _ i � i
; , , , _
_! 1_I i� ; ; ,i
, , , ,
//20
i—�—i i— —:—!— !_. �!_I.— �. _—i. —�—i —:—!— !_. — —! —�_I � . —.— �I,— —�—.—�� I
--
I_
_. , _I II
_I �:' � � � � ��. �.
—�—i r-- � � j Ij— � r— � ��—i — � � — —rr — �T� � —, r�. — --�
���Jr - �
_I. . . � r � , � . . � . � . ., � . � . � . . . � .
75 70 65 60 55 50 45 40 35 30 25 20 15
�
10
�
5
'
�
�
5
�
10
—�_----
—�—
� , \
�
e � �
_�` �_
�
�
�
�
�
�
.
� .
�
///5 I
//35 I
//30 I
- � L //25
� — —
�
�
�
�
�
�
.�l U20
///5 I
//35
�
//30
- //25
— �—� i
�
�---7/�0
.
� ' I '
///5
� � � -� �� � � � R �� � � � — I d � � � � � � � � � �
T
15 20 25 30 35 40 45 50 55 60 65 70 75

I)
(
�
��
�
�
f�J
C
�
�� W
�z
Q�
XU
��
�J
N�
6� �
��
�U
��
�
���
o��
��
Gx�
,�
���
o ��
N 3 (_1
� �
� @�
W O °
���
�'o
���
. _� ._, .. - .��. � -. . _. . � . -.. . � � � .. - . . �
- _ - - _
75 70 65 ' 60 55 50 _ 45 40 _I 35 30 ,_ 25 20 15 _ 10 5 0 5 10 � 15 20 _, 25 30 _ 35 40 45 50
-
55 60 65 70 75
� � � �
. — o� � . _ .� � � �—
-- - - - - - - - - i
_ _� _ _ _ _. _ _ _.
_� _� - � �i _ ,_ � - i _ � _ _i _� _. �.
� , � , - , - �
_ _ _ ;.
i � ,. i ;: ,. , I ,, I �. : I_ . i i , I ,i , i I ,, , j i ,i , i , i I_ ,.: 1 f i I
I II _ _ .; I I I I I I ; j i � I - I I I_I. _ I I ,_ i I , , � . I :
I I'. I � _-, � � -i--- I i! i I i I � I j- I I I_i : i j i -i i I i -_ _ -�_ _ � I � -, - _. � � i � _. , . I � - � ' I I I I � I
: ,. . : -
- I I i ,I : I ,. _ : , � i I : � I I I
-I . I - � l _ _ ' _ _.
: _. _ _
i '� � I I I I � Ii I Ii l Ii I( i i II 1I ii i I i1 i �1 II I I II I I
-�-'--- I I� -�- - I-I I _I I I-I _!_ I !_I I I. I I I I I-I_ _I,-� _ _, _ , I_ _ 1 - __ ,_! _,. I I_ _I I
! I j __I,I . �_ � :_- i i �._ ,T � i I i I II : I_ I _II I I� I_I I i I-I I I i-�- I. I I i I II I-�- I^ � I, � I-Ii ! I li � � I I I'I _ �
_ _ L _ _ _ _ _ , �_ , _ , _ _ _ . _ . _ � _. , ; __ . . _ _ _, _ : ; : _ _
� - - i � I � I I f - , i ! _,
� i I I � i �
1 I I I � , � i i _
- I I- i � _�- I I_ � _I , __ -� _f _I_ !� _i_ 1 _I _� i -i I. �. i- � I_ i- I I
_ _ _ __ � � � � � � � �
_ k- _
' _ _ k _ _ , . � � �
_ _ -: ' _ 1 , , � � i - i 'i i I , ' !
I , �
, �
J
-
__,. . --- � - _�_ -. -__._, il I _ _. � _:._ _ �_i �_ il _ _ _ _:_:._.._:_ _ _ _:._.._:_ _ _.:_ . _.
_, �_ � _ T :_ _ i _ - i_ � _ , _ _ - - -. i
�_, � _, -I--, J_ . ,�
, , � -' -,� � - - _
_ - _ _ ,_ __ . . . I _: _. _:
L. I
I I
_ _ _ _ -. _ _ _. _ _ _ _ _ _ _ _ _ _ _
, i I
� i � i I i j � � I I i
I I'_� I I I I I I I! � _. �!i I i I -i !_ �, I i_ _ !I _I I I-II- ��-� � ' � _ _!i. _ I !� I J _�! - I i i � � I _� I _ _ i L:_ - --�- -. i � I �I i
� I
I . -� _ - -� , .- -,- I _. . -1- I I I �--� I -_ 1.-._ 1 . 1J l , _ -i : _-1- _
' i i I-�.� ; i I . I L i i i i L �. 1I I i
_J i , ; J_! � _ _ � ,-I �- _I . i_:_. �� , --!_ ; ,- I �-- i_ ,_� ,
i I i i I i i I i � I i I � i i _i i � i � � � i i � i �.- , � ��I_ � i � _, -��_ � i � � � � i � i� i �I`i i I
, �,, , � � i � � i i i � � ;
I_ _ -,- I . - I _. ; _ I -� - . I . _ _ I , I _ I � , : _ � _ _ I : _ _: _ -
_ _ , _ . _ _, i _ _..-. . _ _ _ _. _ _ . - -. ,- _ . - . _ __ _ _ _
_ _ _. i _. _ �._ _ i i _ i I � -I. _ I i , ,. _ I I _ - . . _. .
I! ! I. i i i I ,, i I i ! _ I I � , , I_ i i ; I I ! i i , i I ;
i i , i C ! I!� i I I � i I � � , , , i i i i �
i �� � � �
I I_ � _ < , _, I , -I I' I I , _ _-I I' I I I i , I_ , I-I. _. _,, I I � i i i ,_ i I �
- ---- � - -_ _ __ _-- ---- -- _ _ _ _ . - - _ _ _._ -- _ _ _ . - __ _._ --- _._._ . - __ _ - - -- -. ! _
, , , ,, , I
i i � . , i . . . . . i � i . , � . . . . . . . I , I .� .� . .. .� , . . . . . � i , , i , . . . i � .. . i . . . i . I , � . � . . . i , i , . � i , i .� � , . . . I , i , . i I � i i � , , .. � i �
. _ . . ,. . . ,. _ , . . ,. . . .- . . . :. . . _ ...
. �. . �.. � . . . . . .. . . .. . . . : - . . �. . �., .. . . . _ . . . . . .. . . . . .. . . . . . .. . . . . . . . . . .. . .. . . . . . . . .. , . _ . . . . , .., , . . . .. , . . . . . . . _. . . . . . i I-. � .:. _ . _. . . _ . . . _. . . . . . . ! :. . . . . _. . . . . . . _. . . . .. !I �:.- .i : . . . . . . . . ... .: . _ . . . .. .;. _I..- .I .I . . . _ . . . . .. . .. . .. . . . i .. .. I : . . . . . .. . . . . . . .. . . _ . , , . . . . _ . . .. . .. . . ..
I � I � I � � I I � I
_ . .. . . . . .. . . . . _ . .. . . . . . . . , . _ . . �. . . .. �. . . , . . . . .. . . . . . . .. . ... .. . . .. _: _ . . . _ . . . . . . _ .. . . . . .. . : �� .. . . . , . _ . : -�-: .. . . . . . . , . . _ . .. . _ . . . . . . . . . .. .
. . . . . . . . . . . . . . . . . . . . . �� . . . . . . .I� � � . . . .. _. .. �� . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .. -II. . . . . . _. .I . . . . . ., �. . .: . . . . . . . . . . . . . . . . . . . . . . . . . .
. ,. , .. . , �. . . . : . , . .: . . �_ . . ,. .:. .. . , . . . .. . . : . , . . . �.. _ �_ _:. i . . .. . . : . �. . . . .. : . . . . .,. .: . . . . . �. . . :. _ _ . . . ... _ _ � � . �. . . :. _ . . . _. . : . � . �. . . . . _. . : : .: . � � . , . . . � . . _. . � �. . ,. .�.. : . . �. . . . . _ �. . . � � . . . . �. . . . , . . �. �.
�
.. .. . _. . .. ..
: i . � I . . : . . . I I � ..- I � � ,. . . . . .. 1 . . _ � .. !. �. . . :._I !I . ! �_.. I L. . . : � . . : _ � ... . . . .. �. . _ . . : ! -II. ... . . . _I i � . . � . . I . . ��. . . : . � � � .. .. . .:� . .. .I . . . i � � . _I_ , . . . , � . . . .
-
� �- .. _ , .., _� . . -._ � . , _ , .� � ._ _ _ .. . � � ; .I _ .. �. � � I �. � , ,. . .,. ._ �, � I,. I .I � .. _ � � I� � _ .
, .. �.- ��. , , . � I I. �I�. , . : _. � I, �._ . . .. . . , : �. . .. . � .. . _ . . . _ . . . .. � .. - . .
� I I.- - I. � I I � � � I � �I
�_ � _ _ __ � . : � _. � -_.
_. , _ . _ _ . _ _ _ � _ -- _ �
//45 _ _� '�T_ _ _ _ r _ _ _ ;- _ , �_ � __ _ //45
� __�_ � I �_� �� � �
_ ,
_ _ , __ . _ - _ _ _ _
_: __ _ _ _ _ _ __� �
_� i_ i�i _
-.—_—, i �_ �. � .. ....--.---.— —,Ti_.—. _I_,. �. _.—._.._. —__. � . .. _... �. . —'---.-. =-- —�_ _ � ! I. .._.. —_.— I I .._ _ --.._. _ .. � ...— —�_ _ . ..—. ' .,---.. _--,. - . --.—, — I. . I .I---. . _i— �—,— _I _ . � . _ �, � . i—.._.._ . � � . � . _ I. �. �. . . J_,._..__ . � . _._ _�,_.— ...-------I._._ . . ..._ . . . I _ � I—,._,T.. —.,.---,—.. . . . . . !.-- ,. . . �. _— I—,._,T.. _.,. I I —.. . . . . .
I I , . . . , . , . _ _— , , -- --- _—__--- , . , ---- .
I I i, I � I � [ i I f �� �
II � i .. . . . .. . . , i . .. . . , .. ,� . . .. . .. I . :I . .. i . . i i . .. . .. .. � .� . . , .. , I . , . . i . . , , .. I � . . .. �
. � � ._ . ;. ...---- �=— � � --- _ . :. . _ �. . .:. -- �— . _.—.. � � � ---- — _ —.— �. . . . ...-- —� --r � - - -- � —. :� r — --i � —: . —:. . . _ _ .. . .— _ . _ _ .. . . — . . .-- � —r �-- — -- . . . . . .. . . -- � � —r �-- —r �-- —T — —. . . .. . .. — � —. .. . _.— —r �— — — - . . . — � —= _ ..
i i i i I I � i � I �� I i I i i i i i i I I i i i i i i I i -� i i I �
- � , f_ '- _ -CL -_ C�_ _ I-�. L 1J 1 � ,-[T' --CIi-
__i i_, -_ I : _ i 1_ -:_ _.__ i - � _! __: '-- '_ ! �-- - _ i __i_ _ . _i i '- _ _i i i- _
1140 �� � � I� �� � � � I�� � I �� �� �� �� I� ��� � �-��I � � �-��� -;-- _ _� _. __ H-,- 1140
, , , ,
_ _ _ _ __,_. _ ' __ __._ _ '
_ - _ __ _ . . _ _ _
_.._._._,._ _I _._ -I-- __ I I -__ _ I I _ _- __ _ __ _I �-_ _: -___ _ _ _-- -- � __ __ _, _. I-' - -- .- _ _I I _ _: . I �__ -°- - , . . I I , -=
I l!_.I ( i_._-._i I -.-.--.- i I I _f_ ;_ li I� i i i i I_ F I , i j i I II '� ,' ,i , 1 I 1 i I 1 -
� � „ ,
i i I i I � i I f i i I f I I i , I I i i , i i i _
� � --� � _ _ I ---- - - _ I_ _ -- -_ _ _I I _ - - _ I 1 . I_ I - I i i i i _ - '
- - - _ _ _ _ _ , T _ _ _ , - --- � �
i � i i i i� I i � i j ° i i i i i i � i i i �
� ; ,- -: - � - - - --., � _;_ _ . I __ ,-_ 1 �_. - -- - . _ - -- -- � �
I _,_ ___ ___ f , : i ___ _
' - I _
1135 . : . I , I � _ ,I _ � i : I I ; , � ' 1135
�_ ' _ � _ � � �
_ _ _ . _ _ _ i_i_ _,_�_ __ _ __ _i,, i_i _ _i �_ i � � �
_ �_ � � .
� �- � �_- ' � ; �-:-��- � �_ ,_� , ; � . _,_� , _ : . � ��- _ -�-� . ; . � - � : --,- , i _ _,_ _ ! � � - �
� _� � i i _ i i __ i �._ i _� _ i : M + _ � i i i : : - i �� i
i � , � � i � � � �� � ��
I , i I _. � � �. iT I i . i
_I I_ I i i_ _ � � � �_ l _I _ � _� � �
_.-
_. . . . . _ -i ---.. _. _ . .
k i _ _.. _. ._.
. .
I �_ _ _ , _. _ I _. - _. _. _ I �. ` (V I I i
i _i _ _.
_ _ _ _, � � -, ; � � � _ _ _
1 J_ I I I J�
1130 _ _ _ - _' ' , �_ � � � _�_� ���_ . ; �o ,—, � � _ __ �, 1130
' _ ,_ , --! ---- - ! _ . , O.02 O , , � � N , � :
_ _ , : : , _f_ _ � '��-I_- � I� � � � � 0 . 02 0 _ � � -:
� � �, � � � � � ' ' , 0.026 � 0.046 �- �� � �- ��_� � , �
� f � i �� � � � i+ i I i ii J__L _,- ,� _ , , � -' .
_:_ _ ---� -- _ _.-- _-__!_ ! _; I _ I I )_ �- , , ! �_ _ � i � i � _ �
i--_.I I I_ _---� - -- � �, . -. I -- ._ I ___. I
_ -: � _ . _ _
_, I i ' �
� -
- -� i � �, ' i� _ i • � : �_ I � i � � ,� _ � 2 � fi ,� / / C ,
_ ___ __ _ _ _
//25 _ , �1 _ - , � � . . � � -__-__ �_- _ _�, _ //25
_ _ _ _ . �- � _ _ _
___.. �• � /���� � I �i _I_
_� _ __ - _- -
�- , _
�T � � �� ' (. , , , , , �
����� I , Il ; , , , �� ` '� i . _.
_ - _ _ _ i I ii
��` .__,�� �
��---� I i��/ _I I � " i�� ��i T I I I I I �_� I I
- - . _ _, - -
� � � � � � � � I � i � � � � i
_ _ . _ _ . ,.
_.
//20 --_ ,-----____ �- _�_� �` � __-� � � _� ` : �- :__ ; �_ _� I �._ __ �_
� '- '- '� � � '. ` i � ' ' � � � � . 0 � li � ` .! I _ � -,- I !i !i � I !- � - _ � I-II II - _� I I-I ���0
����_ � �� I I I , i i i i I I I I I _. _ I I I I I I i _ I I II _ _I_
II I \ ��$,.����� i i
i_, i I I I �
I -• II i i i , I I ' � _ i � � I j ' j I �� il �
_
' I' i � � � � � I I I
� � � � _ � -_ 12 � 95.3 700 � � ; � __� �
_
-. � - ` , _T ' T ._ ' ; ' ,_ ____ - . , - ' ,-r-
� _ I � ' �. _, _' _ � __. � � ! I I _i ,.. ' I: ,.. T - - -- - —
_ _ ._ _ � _ _ . _ I �
_ _ _ � � ^ I � _ _ iT�_ _ _ _i__, _, I i. _ _- i-, _ ! . _ I -i. � I
///5 � _ . __ _ _ _ _ _ --- lll5
i l i I I � i i i J i i � i i � � I
_ , _ _I_l_ ' __ _f_,_ _ _i i_l _I- _ __ _ _,_ _ _ _ ,_, _� _._ _ __. I_ _ _ -:__ --, _ I-._ I__ _ _�_I �:-L _ _I_I �:-L _ _ _,_ _ : _ _ _
_ � G � I _ , �LL_ �
� ' ' I_I_ ' �' I I ' I � � � i � � I ! I I I _ � I I_
- -. _ _ _ _ _ . - - -
_ _
� _ _ � __ __ 1_l _ _ __ _ _ L _ _ _,_ _ I _ _ . _� _ I _ __ _._ . . : I_ _ ' __ _ _._,_ _ _ _�_I
_ ; i i _ ,-_ ,_ i i _- _. i i _i_� i _� ° i i_ i- � � � _I _ � _; _ � i i - i ; � i i i ;� _ i I
I i i- I I I ! i I I i I ! I I ! I I ! I i I I I ! I I I I
� i i i i I i i i � i � � i � � , I I I �
_ i i I i I. _ :_ _ I. _ _
; �I _I_. I � i i I I I IT I I li I I I i_ I I_. r I __ I I_ 1 I __ I � j- � I I. _I . I
., I 1 ! I � I I_ I �
- I _._ _, ,_ _ . - - -
, _ , _ , i ,_ _ ,_ _ _ -
- , ; �- ; k �
. - _ _l- -�--, _? I _ I_ I I_ il i �_. _�, � I��.L !I� !_ _ _ _ _ _ _ II I _ _, _ i I �I I _. I - - i- i _ _. _ I I _. i__ I
_ _ _ _ __ _ _. _.._ _ _, _
-- _
_. - -. _, _ _
- - - - .
I _ -, !I ll I _i , i I,I ,. _ i _
� . �, _ . --' . _ . . _ : �. ,. �
� , � � , , i i I _ . i , _, :_ _ , i i .._ _ _; , I_.:. _ ;. _ _, -_ _ _... -- -
� �
i __ i , - - -_ , _ _ ' _- _ _ � _ - _ _ I _ J _ - - _
i � i i � i � i _ I. i I i i II _ i_ I I-- I i I I _i I I I: i_ I. �� �I i i I I i � i �-r- I �- i i �
I � _ . I I _ i _ !. -�_ � I _Z.. . I I i � _ , _ I _ .:_ I ! _ _ . , . _ [ . 1.
. � i � I I I � � I I I ' I i I I � i_ _' � I i I � i i I -
1140 __�� �_ � J � � _ � -I � �-; �-; _�_ � ;_'�� � � � � ._ _. _� ; � � �-i � _I-� � I- �_� � � �_; -I � � t- � � � �: � �_ � I- � � _, ; :__ � �- � � ��,-; __ _�� � �� ;;- 1140
! -. ', � I - , I I I _ I I l ' I ,. ! ' _ I I I I _ ! ! I I _ ' ! ,. _. _ ! I II �. _ I ! � I
_. _._ _
._ _ . _ , , _. - _,-:-. _ ,._: _ _ _. __ : _ ! _ I. _ . ! _
� I � i i_: _.:-- ._: _.:_ .
I i I I _ I i i I I _ I I I I I� I-1 I j �. I _ _. :
-- . � � � _ i I _ � I i �. _i :i i
- � -� � - ' ' � -
�J I I I I I i _ I i I I I I � � I If I I � I_ 1 [ I� 1 I I I � I �-_ � I I I � i��
I I , � _ �
I � : i i,_ I - -.: ^-, I i �� ' i _. I i_1 i _I . ; I i ; J_i . -. -` !-; _I i_. : I i I i I i� I_. i. i � i _.i � � ! _i � � i
U35 _ _- _ -- -- - ' = U35
� �. i ! i ! !
- -__ --- _-_._ _.____ -_ _--- _ --_ _ ___ __ _._ _ _ : _--- - -- -�-- -----�------- ---- — _� . ---- ---- --- -----
�!-', I � i i-� I I . , II _i i il i I__ ,_ -� i I- -- � i-f- � I�- _ i , I. i� < I 'i I I � I_ �
-- : �, � � I I � � � _ � � � � ' ' � � i � j � i . � � �� � j . � � I I � � � � � i I 1 I � � � � i , � .(. 1 � � � � I r �� � �
,_� - -1 _ ; ` I- - ! _ .i , _ -� -� � _ l � �T �I ! I � � � � � I _I _ � i , � � i � l ; � _ I. ! I I.� � I
i _ _ I
_ _.
_ _ _ _
_ _ !
N
�1fi30
//30 : 0.020 � 0.020 ; � =_I ' /,
I_
- _ ,
., . . . . , . . .. . .,I. i i . i , . � i ., . . , i i � ,. - � � . . . , . , i .I , i. . . .I , . ., . _ . , i . , , . . . ��. . . . . ��. � i I � i . . ��. . � �I � � , -
� i i � � � � � � i I i i .�. --, . .. -.: -. . . ._ ,. -. . . -. - .; _. . . . �. -i. . . -. _. !— .: _ . � _ . . . :. . . . . . . . . . . . . I
- i ! i
_ � �. -� :. ,. .. -.. -i- !,. _ � . ._ d_ , . . . . . . , . . . � . , . , , . ;. _�_ ��, . . ; ; -- _. . �. . . , . , '�.�._ , . , �.. �.. _... - .' _ , '.. - - .. . , �.. -.: � .
� I I � �I I I � I � I I � I � � � /
� i � I I . . . . . . . . . . . � ., � ,
_ _. I. -�. . -_ : ... . . i � . . ,, : �
. . . � � �-,-_ . i I I-�-_ t i -. . ._ -_ -._ . I � �. � �. I . �. . .� I . _ _- .. I. I . �. _ I I �. . - .. . �. . . . . . . ,. . . . � �. �
f I � i � f L. � ! ! I � I _ ! _ � _, /�
_ __ _ - -
. _ - -. _ , , ,
i i . i i � i i i � i i � i i i � i _� i
1125 � '�� �_ � � _ _ _ � _ � _ . __ � � _ � � � _. _.� _ : , _� � -� � .__ -, ,- _ � _� : _ � � I _ � � � � - � � � � -� � � - - - - - _-� I ���5
�
i _ _ i � i_ i i
_ _
, , , i i � i i
_,_.
i i ;
_;_. � j � _ . . � i I i � - - . _ — -:-
i � � -- -_ j
-
I � � I I f I I
-���_���.�����- i I I i � .
I
- � I ` � ' � ' I � I � � i i i � �� I -� � � I
�
__ . .
_. . _ : ;__ ,
_ _:-;_
••__ � � ,
_
-
-
! , , I -� .
�_
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5
1116.97
�50.00C
�
0
5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
�

I)
(
�
��
�
�
f�J
C
���
�z
Q�
xU
�
��
L J
��
��
��
��
��
�
�n / �
or �
��
Gx�
��
� ��
o ��
N 3 (_1
� �
� @�
W O °
���
�'o
���
. _� ._, .. - .��. � -. . _. . � . -.. . � � � .. - . . �
- _ - - _
75 70 65 ' 60 55 50 _ 45 40 _I 35 30 ,_ 25 20 15 _ 10 5 0 5 10 � 15 20 _, 25 30 _ 35 40 45 50
-
55 60 65 70 75
� � � �
. — o� � . _ .� � � �—
-- - - - - - - - - i
_ _� _ _ _ _. _ _ _.
_� _� - � �i _ ,_ � - i _ � _ _i _� _. �.
� , � , - , - �
_ _ _ ;.
i � ,. i ;: ,. , I ,, I �. : I_ . i i , I ,i , i I ,, , j i ,i , i , i I_ ,.: 1 f i I
I II _ _ .; I I I I I I ; j i � I - I I I_I. _ I I ,_ i I , , � . I :
I I'. I � _-, � � -i--- I i! i I i I � I j- I I I_i : i j i -i i I i -_ _ -�_ _ � I � -, - _. � � i � _. , . I � - � ' I I I I � I
: ,. . : -
- I I i ,I : I ,. _ : , � i I : � I I I
-I . I - � l _ _ ' _ _.
: _. _ _
i '� � I I I I � Ii I Ii l Ii I( i i II 1I ii i I i1 i �1 II I I II I I
-�-'--- I I� -�- - I-I I _I I I-I _!_ I !_I I I. I I I I I-I_ _I,-� _ _, _ , I_ _ 1 - __ ,_! _,. I I_ _I I
! I j __I,I . �_ � :_- i i �._ ,T � i I i I II : I_ I _II I I� I_I I i I-I I I i-�- I. I I i I II I-�- I^ � I, � I-Ii ! I li � � I I I'I _ �
_ _ L _ _ _ _ _ , �_ , _ , _ _ _ . _ . _ � _. , ; __ . . _ _ _, _ : ; : _ _
� - - i � I � I I f - , i ! _,
� i I I � i �
1 I I I � , � i i _
- I I- i � _�- I I_ � _I , __ -� _f _I_ !� _i_ 1 _I _� i -i I. �. i- � I_ i- I I
_ _ _ __ � � � � � � � �
_ k- _
' _ _ k _ _ , . � � �
_ _ -: ' _ 1 , , � � i - i 'i i I , ' !
I , �
, �
J
-
__,. . --- � - _�_ -. -__._, il I _ _. � _:._ _ �_i �_ il _ _ _ _:_:._.._:_ _ _ _:._.._:_ _ _.:_ . _.
_, �_ � _ T :_ _ i _ - i_ � _ , _ _ - - -. i
�_, � _, -I--, J_ . ,�
, , � -' -,� � - - _
_ - _ _ ,_ __ . . . I _: _. _:
L. I
I I
_ _ _ _ -. _ _ _. _ _ _ _ _ _ _ _ _ _ _
, i I
� i � i I i j � � I I i
I I'_� I I I I I I I! � _. �!i I i I -i !_ �, I i_ _ !I _I I I-II- ��-� � ' � _ _!i. _ I !� I J _�! - I i i � � I _� I _ _ i L:_ - --�- -. i � I �I i
� I
I . -� _ - -� , .- -,- I _. . -1- I I I �--� I -_ 1.-._ 1 . 1J l , _ -i : _-1- _
' i i I-�.� ; i I . I L i i i i L �. 1I I i
_J i , ; J_! � _ _ � ,-I �- _I . i_:_. �� , --!_ ; ,- I �-- i_ ,_� ,
i I i i I i i I i � I i I � i i _i i � i � � � i i � i �.- , � ��I_ � i � _, -��_ � i � � � � i � i� i �I`i i I
, �,, , � � i � � i i i � � ;
I_ _ -,- I . - I _. ; _ I -� - . I . _ _ I , I _ I � , : _ � _ _ I : _ _: _ -
_ _ , _ . _ _, i _ _..-. . _ _ _ _. _ _ . - -. ,- _ . - . _ __ _ _ _
_ _ _. i _. _ �._ _ i i _ i I � -I. _ I i , ,. _ I I _ - . . _. .
I! ! I. i i i I ,, i I i ! _ I I � , , I_ i i ; I I ! i i , i I ;
i i , i C ! I!� i I I � i I � � , , , i i i i �
i �� � � �
I I_ � _ < , _, I , -I I' I I , _ _-I I' I I I i , I_ , I-I. _. _,, I I � i i i ,_ i I �
- ---- � - -_ _ __ _-- ---- -- _ _ _ _ . - - _ _ _._ -- _ _ _ . — __ _._ --- _._._ . - __ _ — - -- -. ! _
, , , ,, , I
i i � . , i . . . . . i � i . , � . . . . . . . I , I .� .� . .. .� , . . . . . � i , , i , . . . i � .. . i . . . i . I , � . � . . . i , i , . � i , i .� � , . . . I , i , . i I � i i � , , .. � i �
. _ . . ,. . . ,. _ , . . ,. . . .- . . . :. . . _ ...
. �. . �.. � . . . . . .. . . .. . . . : - . . �. . �., .. . . . _ . . . . . .. . . . . .. . . . . . .. . . . . . . . . . .. . .. . . . . . . . .. , . _ . . . . , .., , . . . .. , . . . . . . . _. . . . . . i I-. � .:. _ . _. . . _ . . . _. . . . . . . ! :. . . . . _. . . . . . . _. . . . .. !I �:.- .i : . . . . . . . . ... .: . _ . . . .. .;. _I..- .I .I . . . _ . . . . .. . .. . .. . . . i .. .. I : . . . . . .. . . . . . . .. . . _ . , , . . . . _ . . .. . .. . . ..
I � I � I � � I I � I
_ . .. . . . . .. . . . . _ . .. . . . . . . . , . _ . . �. . . .. �. . . , . . . . .. . . . . . . .. . ... .. . . .. _: _ . . . _ . . . . . . _ .. . . . . .. . : �� .. . . . , . _ . : -�-: .. . . . . . . , . . _ . .. . _ . . . . . . . . . .. .
. . . . . . . . . . . . . . . . . . . . . �� . . . . . . .I� � � . . . .. _. .. �� . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .. -II. . . . . . _. .I . . . . . ., �. . .: . . . . . . . . . . . . . . . . . . . . . . . . . .
. ,. , .. . , �. . . . : . , . .: . . �_ . . ,. .:. .. . , . . . .. . . : . , . . . �.. _ �_ _:. i . . .. . . : . �. . . . .. : . . . . .,. .: . . . . . �. . . :. _ _ . . . ... _ _ � � . �. . . :. _ . . . _. . : . � . �. . . . . _. . : : .: . � � . , . . . � . . _. . � �. . ,. .�.. : . . �. . . . . _ �. . . � � . . . . �. . . . , . . �. �.
�
.. .. . _. . .. ..
: i . � I . . : . . . I I � ..- I � � ,. . . . . .. 1 . . _ � .. !. �. . . :._I !I . ! �_.. I L. . . : � . . : _ � ... . . . .. �. . _ . . : ! -II. ... . . . _I i � . . � . . I . . ��. . . : . � � � .. .. . .:� . .. .I . . . i � � . _I_ , . . . , � . . . .
-
� �- .. _ , .., _� . . -._ � . , _ , .� � ._ _ _ .. . � � ; .I _ .. �. � � I �. � , ,. . .,. ._ �, � I,. I .I � .. _ � � I� � _ .
, .. �.- ��. , , . � I I. �I�. , . : _. � I, �._ . . .. . . , : �. . .. . � .. . _ . . . _ . . . .. � .. - . .
� I I.- - I. � I I � � � I � �I
�_ � _ _ __ � . : � _. � -_.
_. , _ . _ _ . _ _ _ � _ -- _ �
//50 _ _� '�T_ _ _ _ r _ _ _ ;- _ , �_ � __ _ //50
� __�_ � I �_� �� � �
_ ,
_ _ , __ . _ - _ _ _ _
_: __ _ _ _ _ _ __� �
_� i_ i�i _
-.-_-, i �_ �. � .. ....--.---.- -,Ti_.-. _I_,. �. _.-._.._. -__. � . .. _... �. . -'---.-. =-- -�_ _ � ! I. .._.. -_.- I I .._ _ --.._. _ .. � ...- -�_ _ . ..-. ' .,---.. _--,. - . --.-, - I. . I .I---. . _i- �-,- _I _ . � . _ �, � . i-.._.._ . � � . � . _ I. �. �. . . J_,._..__ . � . _._ _�,_.- ...-------I._._ . . ..._ . . . I _ � I-,._,T.. -.,.---,-.. . . . . . !.-- ,. . . �. _- I-,._,T.. _.,. I I -.. . . . . .
I I , . . . , . , . _ _- , , -- --- _-__--- , . , ---- .
I I i, I � I � [ i I f �� �
II � i .. . . . .. . . , i . .. . . , .. ,� . . .. . .. I . :I . .. i . . i i . .. . .. .. � .� . . , .. , I . , . . i . . , , .. I � . . .. �
. � � ._ . ;. ...---- �=- � � --- _ . :. . _ �. . .:. -- �- . _.-.. � � � ---- - _ -.- �. . . . ...-- -� --r � - - -- � -. :� r - --i � -: . -:. . . _ _ .. . .- _ . _ _ .. . . - . . .-- � -r �-- - -- . . . . . .. . . -- � � -r �-- -r �-- -T - -. . . .. . .. - � -. .. . _.- -r �- - - - . . . - � -= _ ..
i i i i I I � i � I �� I i I i i i i i i I I i i i i i i I i -� i i I �
- � , f_ '- _ -CL -_ C�_ _ I-�. L 1J 1 � ,-[T' --CIi-
__i i_, -_ I : _ i 1_ -:_ _.__ i - � _! __: '-- '_ ! �-- - _ i __i_ _ . _i i '- _ _i i i- _
1145 �� � � I� �� � � � I�� � I �� �� �� �� I� ��� � �-��I � � �-��� -;-- _ _� _. __ H-,- 1145
, , , ,
_ _ _ _ __,_. _ ' __ __._ _ '
_ - _ __ _ . . _ _ _
_.._._._,,- -� ---___ . 1 I _ _: = I �-_ _: -___ _ _ _-- -- � __ ._:_, -, _. I-' . -- .- _ _I I _ _: . I �__ -°- - , . . I I , -=
_i _I I-_-( I_._ _._ i I I__._ _._ I I I _._ I �- � _ _ lil __ _ i I. i i i I_ F I i I ; i I �j �� ,, ; ,i 1 � � I !I 1 �
_.�. , ._.
i i I i .-� _. i I f I j I- � , I I i , � � ,_ i i , I i I _
I i I I_ i I_ � � I . _� I � i i I I I. i i' I I � _� i i , I. i , _i. i i i: I i i i _ � � i , � i i i --- . �����
� -- _ ---- - - _ _ _ -- -_ _ __ _ _ - - _ . _ - _ _
� ,- -: - � - - - - --., � _; _,_ _ _, . __ _ , : -- — � _ - - : _�_._ _ _ _ -- - - - � �
_
I. , -- �
//40 . : _ i � i _ . i _ �i i- i i i _� i i _ — — � � //40
_ _ _ : _ _ _ ��_�_ _,_�_ __ _ _ _ _�, �_ �_� _ _ _ —
_ I._ I.. � � .
� i '-:-L! _ ! !_ ,_� � i ,_ � . _,_� � _ : , : _ � . -�1- _ °-'-.: . i . �_ . - ' � : _i- � 1 _�_ i � � �
� �_ � �
I I , I I f i I
__
_
� _� � _I L ; + � �_ I i _ j : __ � -- _ _ � _ � �
_ , I � I I I � l � �I ! �_ . � l � � � � I � � � � _. � � � � I i _ , .
_I � � �I, � . .._ -� '. � .. j I .. � ---.. .. � . . �� �,. �, �_ �.. �� . . -�. . �. . .�- ... .� .- �. ;. :. . . .. .. �. � . . � � � _ _ , _ -
_. . . . _.._. .-. _ I T ; - _ . I I _: _ � __ . _. . .
�
_
�
_ _ _ I _, �_ _ _,_ , _, _ II _ . - _, _, _II _ _ �} I _ . - _ -, . � ' � i � � I_.
V _ _ _ _
U35 I, , ; I; : �; � � � � ,, I ; U35
� I - �� �- { �
_ _ :_ _f_ _ � __ _ _ _ _ J_ __ _ _ _ _ I _ _ _; . _ _i_i_ _�_�__ _ _I_i �u_ I - I- _ I I
I J ��_. i � i! i � i i i I �� �i - : _�_
_ � _ __ _ _ _ _ _ _ _ __i , , _ __ +� _ - ,
� _ : � __ � , , � , _ � ,_ __ -: � -
� , _ --- � _
� __.
-- _� i � �_- � �_i+ i i i II_ J�L _;- i i i ;_- i_,� Q�
I i i I I I i i i 1_i i i i � i I i I i i ��- i I i
� - -- -� -- _ _. -- _ _:--._I _ 1-._, � _ ! -�-- - �-� !- ! - ! -- _ _ N ' _ _- � � � � � ---! !- -- -___ - i -� I ___ _ i I _I
�-_._.I i I_ I I
_ �_ i-- --- i I I _.
_ 0.040 � ,,,.��`� �
I _
-- � � 0. 040 , , �: : _
_ �
1130____-__ __---------- __ _ _____---- 3'1 - ----------------- ---- 4• ' __ _� - - r _ - 1130
- - � � � � - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � -_. : - - - - - - -,
� i
��
� -
� � � � � �
� ° _ , , , _. , ,
_. .. ,
I_ � I ����I�� I � .a � �_ __ I I � I -- I � _ ._ I � ' � �--T � � �
� i I -I_ I I ! I I J ! - I _ I � ! ! � I I !� - _ ' ' . I ! ! ' ' I _ I I _ I I ! ! I �
i � I! , !_I_ I f i [ I i � -, �
: : , , � � � , , , -�-, � � I- , , ; , 112 . , : , � 112 7 . 3 0 , ; , , � � �- . � , �_ � , ,
//25 -�-�- -- ��_� ._ � _ �� � � _, � �_�� � � � � ._ � � � _� � 9 50 � t- �-: � � � � � , _ � � � � � :-_ � � �� _� �; __ : � �_ -�._ //25
II I_ I _! ' _,I _ i I ___'_ :_I II _'._I I _ ' _. I!_ _ _,_I.i I . I! II I _I ,_ i_, .! I _� -,- I !i !i !_ I ! ! - - ' I I-II II - _� I I.-I _ I,_I_
� . : _ 14 -F- 00. 0000 _ _ _ _ _ _
�_: i i i _ i- � i i � i _ ._ i �- � i_� i i � i ; ; i i I 1 � � i i i
I I � I I I I f I I i I ( I I � I I I i I I I I
— - —
i _ I . . , I � I � , I
_ � !'i �� � ' I- - i �. li � - - �i � -. i � -I� ' -I _ � i ; 1- , _ � I I , � � , � _ I _ � i i ! _ I - -- - I
_ _ ,�_ � �. _ � _ I i � , T , _ , _ ! •_ ,— - . , i-r- -�-- - —
- , �
_ ._ _, _ _.. _ T � , T � � . _ _._._.
_._ _ _ _ �- �_ _ � _ _ IIiT �_. - - —, _, I i. _ _ - _. I - _ _ - , _ _, . i-, _ i . ,_ j i . , T � - �I
_ -,_ _ _ __ _ _ _ __ ` __
-- . _ _ _I_l_ ' _ :__ _f_�_ ' _ _� �_l -- _ I �_ _ _!_ ! _ _ _I� �_. J� _L _ II �_. _ _ _ l -!- --� _ _ I-!_ I__ , _ _I_I �!-L '_ . _I_I �!-L _ �_ _ _!_ _ : _ _ �_ ' _I_J
i ,� I l i � , �I , i l, , i ,, , i , ! I_' I� -Li_ ; i I
� ��' I��
- _ _ __ _ - _ _ _ __ _ -_. -_ � -_. _ I _. __ . _ . : I_�-_' __ -. _ _ -�-1
-- _
� � _ 11 _ _. _ C _ � _. _. _�_�
_. �
� I,i i_ i II I I j i I f -� _. i I f _I-i I _i I I_ I- I � L _I _ , i � - 1 I � _� f , i I f L ,� _ I � f
- I i i � i � � i I i I I I ! I I I � I I
� : i i i i I i i i � i � � i � � , i i i � .
I i i i � ! - : _ _ I. _ -
I _ _ � T � ' � ! __ __ � j- _ � I I _I . I
�_I._ I _i i I I I I I I _, I I. , I I I_,_. r I_ I I 1 I ! ; I � i. I � , I_ I ---_-, ,_ _ .__ _. _, _ � _
//50 _ _ � : , , _ _ �_ k _ : _ , //50
_ _l- -�--, _? I _ I_ I I_ il i �_. _�, � I��.L !I� !_ _ _ _ _ _ _ II I _ _, _ i I �I I _. I - - i- i _ _. _ I I _. i__
_ _ _ _ _ __ - _. _.._ _ _, _. _ _: __ _. - -. _, _ _
� l - I ,. _. . _.
_� , _ , - __ I _:. _ _... __ -_ _ �_... _ _._ �
_. , : '--'-I �_ . , _. �_ : �,. i � I i I i_ : . :
I i I I ' i I i I i i i. _, i _ __ � i , i. _, , �. ; , �_ _.
i __ i , - - -_ , _ _ ' _- _ _ � _ - _ _ I _ J _ - - _
i � i i � i � i _ I. i I i i II _ i_ I I-- I i I I _i I I I: i_ I. �� �I i i I I i � i �-r- I �— i i �
I � _ . I I _ i _ !. -�_ � I _Z.. . I I i � _ , _ I _ .:_ I ! _ _ . , . _ [ . 1.
. � i � I I I � � I I I ' I i I I � i_ _' � I i I � i i I -
1145 __�� �_ � J � � _ � -I � �-; �-; _�_ � ;_'�� � � � � ._ _. _� ; � � �-i � _I-� � I- �_� � � �_; -I � � t- � � � �: � �_ � I- � � _, ; :__ � �- � � ��,-; __ _�� � �� ;;- 1145
! -. ', � I - , I I I _ I I l ' I ,. ! ' _ I I I I _ ! ! I I _ ' ! ,. _. _ ! I II �. _ I ! � I
_. _._ _
._ _ . _ , , _. - _,-:-. _ ,._: _ _ _. __ : _ ! _ I. _ . ! _
� I � i i_: _.:-- ._: _.:_ .
I i I I _ I i i I I _ I I I I I� I-1 I j �. I _ _. :
- - . _� _ I � _ i I _ � I i �. _i :i i
- � J � � ' ' � -
�J I I I I I i _ I i I I I I � � I If I _ I � I_ 1 [ I I i I I I � I �-_ � I I I � i��
I I , � _ �
I � : i i,_ I - -.: ^-, I i �� ' i _. I i_1 i _I . ; I i ; J_i . -. -` !-; _I i_. : I i I i I i� I_. i. i � i _.i � � ! _i � _
__ ,__ _ _ ' -
//40 ��0
_!, � i_: i !_ _ —
—__ --- _—__ ____ __ _--- --_ _ ___ _ _._
-- �-- -----�-- ---__ . _:_: — : � : _ _ — — —
_ _ _ _ _--- — —
� � - � ; i _� �_ � i _ _ _ � i _ , i
I i ___ I ! I i I i __ ,_ � i i I i �_ i I. i� � ,i � � ! ..� _��� �+
�� „ '_i I i
_ -� - _ 1 - I [ � � , � - �
� � 1 � i _� � � � r I _I t � � � . � I I � I l. _ � � � � � - � � � � � i ' ! I ! I I ! L �
� ` � I I � � I T -I � i � T � IT � r` I � _ � _ - _ � _ r � l � I r � ' � � I �-�- �
//35 - -- ; - � _ - - � , , _ - _ ____- ,� //35
;-i- �-!- -- - - ' � — _ _i
___
' ! . ' � ' _.
__ _ _ � _
- , I_ i __ _
i i i � I � � I i I i i i I i i � i I � i i _-.! i �.; _. i I, i i � I I i I - '�/ I
� � . i �
_ - .. _. '-- _ _ .- _._ -. --, _: _ _. - �. -i -. _ - .; _ . _ _ - _ � _ . - - - - - - _
� �
; � j � -� - � I i-�-_ � � — � � � � � � � _ � _ � � -l_ �: � -I � � ��, , � � � � � � �� �
, ' �� '- -- �
I '
� -�_ - - � � I � � � � � I _
I _: I I _ :. I I i i I I i � _ I � � I
�
. � � _ :. _ �
: f - - _ __ : , I �
i , i � � � i i � � i N i� i � � i
� � _ -- - -
//30 _ __ _ _ _ _ � _ � - . __ _ � _ � � �, _. _.� _ : , _� � � ; � _, � , , �_ _ �_ � r � � � � � � � //30
. I
', : ; ' ' _ _ , ' ; � _ � � 0. 03 9 � �, , - � � � � �
3'• 0.039 0.080 � : : I
, _� i_ __ i � � i � i i_
_,_ _:_ _ _
-i I-I I� I I I- ' , I i � i � ------- ---- �Q'�
1 I I � I I J r � v V I� i I I. i
�- _ _: - I I I I ��_- -------------� ___� - oy _ I I _I �_;� I
r �. .: i ' ! I
� � ; � � , , - __-- 1128.45 ---�_ 4:� � � � � _ � � �
, � � i � _., . - i � J ''- I ' i i J I_ '� �� ` —__� �� i i i i i i
_ _ . _ . � _ _ _. :
i � �
_ _
���`J- - - _ � � � -- -: - - - -
- � � , � / � �
__
!- -
//25
-' ' 1125 18
__ _
� � � � � - �l--i � � _._ i L-�--1 �� - -�- -I-� - - _�._. � I , i-� �_ � I�J -, I I - I�J -�1��. — -i _ ,
��� ��� i� � _ I - - � I � � I � _I L i � ,�
- _ _ _ _ _
I � � � � � I I l I I : I I I I
_ _ .. � .
� I i i I I I
�- �_I, � . � � -� �- � � I � � I I ' I � � � � �
-�-i i- -�-� �--�- � r � � � -� � -I _ _ ,
� i � � � rr i-� I -T � � � ... -. -.. i-� I I�� � I� ..�- � ��� ,� �
_ _ .. _.- . . �
//20 � � , � � � � _ � _ � :__ ; //20
�� � � � � � � � � � ��� � � � � �� �_� 13 � 5 0 . 0 0 0 0 � � �� �� -� �: �� : �� _ � � _ _ � � _ _� � �
: _ _ __ _
_ _ _
I - j- I ^ i i -. I I-. , i � i I_ _ I � i I i , I I- i - I �, I � i
1 I I I I i I �� I i �I � i � �� I � �; �� i �� � I �� �� f I I � i � I � � i 1 I
I _ _ _ _ -
� _ I I _I _
� _ I I _ I
� _ �_ 1 I � . 1 __ � i _ � I _ � - � - �
�
�
, � �
� � � �
� i � i � i i i
� �
f ��
� -_: . _. �J _:_. _ : . ._. .___ � - : . __ ,_ _ _ _ : :. -_:_._ _:- ._ _._ __ _---. __:_._ � __._ ___-: . �_:_ ` ___ . �' __-._._: _ :_ . _ , � _
� � � � � � �� � _ � � �-� _._ _ _ ,_ __, _:. � _, _:. -:_ �
i . .-_ _ -- -----
///5 _ � �� °_ _ _ _ . _ � ,- _� ///5
, % _ �;---
�! � :
. : , . _ ,i , : _ .. : i--
__ � , _
_
. . . . _ ., _- . _ . . . . - �. � - - , �. - _ _ . . _ . _ .
- i .� . . , . .� �'t
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75

I)
(
�
��
�
�
f�J
�
���
�z
Q�
X�
��
�J
��
��
��
��
��
�
�,�
o��
��
Gx�
,�
���
o ��
N 3 (_1
� �
� @�
W O °
���
�'o
���
. _� ._, .. - .��. � -. . _. . � . -.. . � � � .. - . . �
- _ - - _
75 70 65 ' 60 55 50 _ 45 40 _I 35 30 ,_ 25 20 15 _ 10 5 0 5 10 � 15 20 _, 25 30 _ 35 40 45 50
—
55 60 65 70 75
� � � �
. — o� � . _ .� � � �—
- _ -i - -i: - _ . _ [ - - -: -i I
_i _I - i I _ ,_ i - I _ _ I _. �.
� , � , , ,. - �
_ _ _ ;,
i � ,. i ;: ,. , I ,, I �. : I_ . i i , I ,i , i I ,, , j i ,i , i , i I_ ,.: 1 f i I
I II _ _ .; I I I I I I ; j i � I - I I I_I. _ I I ,_ i I , , � . I :
_ I _- � _, _-, � � -i--- � i i - . � I I � I i I �_ I I I i i j i -i I i � I i -_ _ -�_ _ � I � -, - _. � � � i I . I � _ � -� I I I I � I
- . , , _
:
_ . _
. . . �. . . �. . . � . . . , � �. � . . . � .. . �. . : . -I. . . . .I.. - � .: .. !.. !. _ -i. < �. �. .I. I . . , i _. . . . . , . !. . �. �. . . . I - . . . .. :. _. . :. . �. . _ . . .... . . . . . . .. :. _ . . . . .. . ..: � � . . .. . . . . , �,_ � , � . . � : : . , �:. .. _ . . . I,.- . . . . . _ .. _. . . . . .�.. .�. _. .. _ _ - . . : I I. : . . .I. �. . �. . �. .. I. < : . �. � . .. . . . . .
'� I I I I Ii I Ii I Ii I( i i II 1I ii i I i1 i �1 II I I II I I
-�-'--- I II _, _!_ _ � _ - _ I I_ I_ I _I,-I I I_ - I_ - 1 - _ _ ,_! _.. I I_ _I I
! I j __I,I . �_ .-I_. _� II_I :_- I I I I._ I � I-1 I ! I� � I I I I I II_ II � I - i � I I- : � � i II I _I I i-�- _I. I I i ,� I II I-�- I^ � I � I-Ii ! I I� � � I I I'I _ �
_ _ L _ _ _ _ _ _ ,_ _ _ _ _ . __ _ __ _ _ _, : _
` , � _ ' i ,; r . i i �_ I f _ , i
1 I J I ii _ _ _� � I_ -. l i -. . -� � I r l i -i I : I. i _. �_ _ i i I _
i _ I I- i _ I �_ I I_ _ I _ � I _I_ !� _i_ I _I _
� � � � � � � _ � _
_ k- _
' _ _ k _ _ , . � � �
_ _ -: ' _ 1 , , , , i I '� i I , ' !
_ I , J
' i _ �_ �
�, '-
_,. . I _._:_._ ., -_ _�_ . -__._, il I _ _. � _:_ i �_ I _ _ -____._ _ , ____:_ _ __. , _
_� �_
� _ T :_ _ i _ _ i_ � _ , _ _ - - -. i
�_, � _, -I--, J_ . ,�
, , � -' -,� � - - _
_ - _ _ ,_ __ . . . I _: _. _:
L. I
I I
_ _ _ _ -. _ _ _. _ _ _ _ _ _ _ _ _ _ _
, i I
� i � i I i j � � I I i
I I'_� I I I I I I I! � _. �!i I i I -i !_ �, I i_ _ !I _I I I-II- ��-� � ' � _ _!i. _ I !� I J _�! - I i i � � I _� I _ _ i L:_ - --�- -. i � I �I i
� I
I . -� _ - -� , .- -,- I _. . -1- I I I �--� I -_ 1.-._ 1 . 1J l , _ -i : _-1- _
' i i I-�.� ; i I . I L i i i i L �. 1I I i
_J i , ; J_! � _ _ � ,-I �- _I . i_:_. �� , --!_ ; ,- I �-- i_ ,_� ,
i I i i I i i I i � I i I � i i _i i � i � � � i i � i �.- , � ��I_ � i � _, -��_ � i � � � � i � i� i �I`i i I
, �,, , � � i � � i i i � � ;
I_ _ -,- I . - I _. ; _ I -� - . I . _ _ I , I _ I � , : _ � _ _ I : _ _: _ -
_ _ , _ . _ _, i _ _..-. . _ _ _ _. _ _ . - -. ,- _ . - . _ __ _ _ _
_ _ _. i _. _ �._ _ i i _ i I � -I. _ I i , ,. _ I I _ - . . _. .
I! ! I. i i i I ,, i I i ! _ I I � , , I_ i i ; I I ! i i , i I ;
,, i i , i C! I!� i I I � i I � � , , , i i i i�
i �� � � �
I I_ � _ < , _, I , -I I' I I , _ _-I I' I I I i , I_ , I-I. _. _,, I I � i i i ,_ i I ,
� - -_ _ __ _-- ---- -- _ _ _ _ . - - _ _ _._ -- _ _ _ . - __ _._ --- _._._ . - __ _ - - -- -. ! _
, , , ,, , I
. . , i . . . . . i � i . , � . . . . . . . I , I .� .� . .. .� , . . . . . � i , , i , . . . i � .. . i . . . i . I , � . � . . . i , i , . � i , i .� � , . . . I , i , . i I � i i � � �
, . . . . . . . . : . .. . . . . . .. . . , . . . . . . . : . .. . . . . .. . . . . . . . . . . . . . . . .. . .. . . . . . . . . : . . . . . . , . , . . . .. , . . . . . . . .. . . . . . . . _ . . ,.. .. . . ,._ , . . . ,.. . . . . . . .. . . . .. . . .- . . . . . .. . . . :. . . , . . . . . . . . .. . .. . .. . . . . . , . . . . .. . . . . . . .. . . _ . . , . . . . . . . .. .
1155 . _ � �_ � _ � _ �� �_ � �_ � � ;; � 1155
�� � � � �� � ��
_: _ _ _ _,_: _
� ,� � _ �
_i. _ i .
, ,: _ _ ! _ _
�
i I I I I I I i I , L 1 I_ I L i I I i I i I � i I I I
_._._ _ _ _ . _
l_ �- . � - !, ,_� �l _ - ,, I- i -I I I _ , I I I �-I I
I II 1
I I ! _ ! . _ l I I i ! ! I i ! I ! I I! I ! I II I i i i i I 1 � _
_._ _. . . _ _
_. _, _ � _--
_ _ _ I _ -�- _ I _ . _
//50 _ _� '�T_ I _I _ _ r _ _ _ �- _ , _ � __ _ //50
� __�_ � I �_� � i � �
_ ,
_ _ , __ . _ - _ _ _ _
_: __ _ _ _ _ _ __� �
_� i_ i�i _
-.-_-, i �_ �. � .. ....--.---.- -,Ti_.-. _I_,. �. _.-._.._. -__. � . .. _... �. . -'---.-. =-- -�_ _ � ! I. .._.. -_.- I I .._ _ --.._. _ .. � ...- -�_ _ . ..-. ' .,---.. _--,. - . --.-, - I. . I .I---. . _i- �-,- _I _ . � . _ �, � . i-.._.._ . � � . � . _ I. �. �. . . J_,._..__ . � . _._ _�,_.- ...-------I._._ . . ..._ . . . I _ � I-,._,T.. -.,.---,-.. . . . . . !.-- ,. . . �. _- I-,._,T.. _.,. I I -.. . . .
I I , . . . , . , . _ _- , , -- --- _-__--- . . , . , . _--_
I I i , . I ' � I . . . . � [ i I - . f . . _ . . �. � . ,
II � i .. . . . .. . . , i . .. . . , .. ,� . . .. . .. I . :I . .. i . . i i . .. . .. .. � .� . . , .. , I . , . . i . . , , ..
. � � ._ . ;. ...---- �=-� � � --- _ . :. ._ �. . .:. -- �- . _.-.. � � �----- _ -.-�. . . . .,--- -�--r� - ��-- � -. :� r ---i � -: . -:. . . __ .. . .- _ . _ _.. . .- . . .-- � -r �-- ---. . . . . .. . . -- � � -r �-- -r �---�T --. . . .. . ..- � -. .. . _.- -r �- -� -
� � I I I- � � I- _� I _I- I I __ I i i i i _ I-I. � I� _ I � i � i -l-i- � -� '��
-- �- _ - _ - __ _ _ . - _ - _-- _ _ �
I I_ i ._ I_ _I I I i I I_ , I I I I I_ l ��
1145 �� , _ ,__�, __ ; _ _ j��. , � _ : � �, , . _ � NT � . _ - 1145
__ i�i �;-' � �� r i�-- I� ��� � ���I � � ��n
_ _ _-_ __ _ _ i_ :_ � _ � , , � �
: _ _ _: ,_. _ _ --._ . �
_.__._ _ ____ _.._._._,- J _._ _--. ___ . I I __ _I _ II I _ _: _- _ _I Z I _ __- _ I _ :-, -. __I_� . _- ._ _I I _ ; I �__ � � � � �
_� _i. i-.l ( i � I i �� i i I _k- , il I` I i �-_ _: .___ i i �_ F I i I ; i I �I I ,i , °- - 1 -, _. __-� _ _
_. � „ , I� :
, . _ __ �
I i I i i i I f I i I f I 1 i 1 I i i ��
� � --� I _ i _ l ---- - - _ ' . I_ _ -- _I_ _ _I I _ - - _ I � i 1 . I_ I . i - i , � : _ i i , , i _i. . � � � i i � I � � I
' , , . , � , I I __ __._ I ' I- � � -- ----
_._ _I I _,_ I _. __ _ ( . . li
, - -: - � , - - - --� . _._ _ , � ; � � ,
_ - _� �
1140 . : _ '� � ' � , I , I I _ _ _ _ 1140
_ _ _ . : _ _ _ _ _,_�_ __ _ __ _, ; _ _ _ - .
_ . __
I= ! ='- � i i-:- !- _ i I , i i i . ._,_ i i : �I- i_ i i - i.- i i � i : ' i i i i
L _ _ � i '= -. ,_;
� _� - � � I , � I �_ I � � I :� � , � .:. _ - I
_ � ' � � -
_. ; i �_ . �t --� ! . —i , _ , � ` . � I y-1�—f
_I I I i � � I - - -_. _ _ � I' � _ I � ! -. I I I' _.. _ _
-- _.._ .--. i I I I / _
_. . I _ I I k �_ _ � II M I ' _: i il � . .
_ � � T
U35 _ _ _ _ � _ _ % _ _ , �: 0 03 � _ �' , � - _ - U35
_� _ _ �--f_ -! __ _ _'� �_ �--�_� -_� _ � _ � , , , � � . 8 � p. � � � , , �`• _�. � �� �, _ . -- _ �_�- _ __ ��_
_ ` I I � ,_ _ ��_f__ _ � � _ � 5.� 3 -� - - _
_- i i � i � - --- _ ,- -- — ----------- 4• � � � , _ _, � -- -. � -
� � _ , , _i+ i i i I_ J� _,- __ --- - ---- - --- -___ _ _ _-- ___ __ _ ___
_ � � i I I i i � i I i I i i �L� �_ J I i
I i i I ��� �� i 1 I ! I
_ I I I:_. .-- _:--._�_ � �i ���� 1 / I i I I i I I. i �_ �
�--._I I I_ -._, � � � � � i ' _ � �
_ _���- � ���. _ - _ _ � �
-- �- - I_ �_��-, _� I i
� i - I I I I _ _
C
, -
- - -,
�-- ___- -�- � 1133.41 I � r
_
1130 _ ---- - --� : --------- --- 1130
_ - _ _ �I � 113 0.45 � l _ _ �
_-__ __ � _ __ --
_- _
_
__- • i _ , , , i � f � ` j , _ _ , . , i i . i , ,
/---___ �,�� I_J I I �. I i �_ i I i i I I � I
/ �-�-------��� i i i ` i i i i�. I � � i i i , i_i
I_i - � I i I ; i , T I_ I I I 1 I I
- I _ _� � i . ,
` - � � / i I � J_ _I I_ ,J . - I I � I- _I_. li L _: I i i i i_I � I ! �.- -, _ ` _ : _ _ I- L: _, . I I i i,_ L._
//2� -' � � 1 � I� �� �� � � � �� � � � � �� �� � � � � �� �� //25
i I I I I I i I I I 7 I I _ I_ I I .! _� - ! I- � -, _ _' I i � _� _
- _,I _ i I___',_ :_i II _._II I_ I I I I!_ _ _,_I.i I. �-� 1� �� I •� O O 0 �i 1 � � � I-I. L I I I il i I I-I I_ I I.-I I,_,-
. _ : ; _ , _ . _
, _
_�_: 1_ � _ i _ I_ � I_ _ I I I _ ,_ I !-' I_i i ! _ � I i, I I I I � � i �
I I I I I I f I I i I I I I I I I I I i I I I I
i _ � I . . , I � I , I
_� !'i �� � ' I- - i �. li � --�i � -. i � -I� ' -I_ � i ; I ' _ � , � � , � � , � _I _ � i i ! _I - -- - I
_ �_
- - - ,�._, � _ ! •_ ,- - . , - - ,
_�_ �. _ � - I i 4 � , � i-r- �-
_ ._ _, _ � _.. T _ T � , T . _ _._ .
_ _ _ �- ,_ _ iT � � . , T �� � --' i
� � _. _ II �_. - _ _i-_. _, _ i i. _ _ - _ _. I . _ _ - , _ -. i-, _ -i. . _ -i. -,_ _ _ __ _ _ _ __. _ �_ -
-- _ _ _I_l_ ' _ :__ _f_,_ ' _ _i i_l -- _ I �_ _ _!_ ! _ _ _� ,_. J� _L _ I �_. _ _ _ l -!- --� _ _ I-!_ I__ _ _I_I �!-L '_ _I_I �!-L _ �_ _ _!_ _ : _ _ �_ ' _I_J
i ,� I l i � , �I i l, i � i � i ! I_' li -Li_ ; i I
� ��' I��
_ _ _. _ : : : : _ _ _ _ _ :
.--- _ __ � __ . � ____ �_l _ _ __ - _ C. _-__ _ I -_. _� _ I _ _ -._.. : LI_' _ __.__ __ _�_L _�
� _ i ' i ,-_ ,- i i � i i _,_� i � ' i i_ �- i � �' i � _; , i i '- i ' � i i i '� i i -i
I i i- I I I I j I I i _I ! i I i � ,_I _ , ! I i - I I I I I ,_ I , _, I I I
i I� I i i i � i i I i i � � i i � : I � � I L � I .
�I� -� -I_. � _ �-i i I _ I I IT I _I li I I I I : i_ f I _ - � I I - - 1 I _I � � � I I -I . I
I , _, _, _. 1 _ i ; I i . I � I _ I ---__ - _ . - -. . -. _ - �
_.
1155 _ _ � : � , , _ _ �_ , k _ :_ , 1155
_ _l- -�--, _? I _ I_ I I_ il i �_. _�, � I��.L !I� !_ _ _ _ _ _ _ II I _ _, _ i I �I I _. I - - i- i _ _. _ I I _. i__
_ _ _ _ _ __ - _. _.._ _ _, _. _ _: __ _. - -. _, _ _
� l - I ,. _. . _.
_� , _ , - __ I _:. _ _... __ -_ _ �_... _ _._ �
_. , : '--'-I �_ . , _. �_ : �,. i � I i I i_ : . :
I i I I ' i I i I i i i. _, i _ __ � i , i. _, , �. ; , �_ _.
i __ i , - - -_ , _ _ ' _- _ _ � _ - _ _ I _ J _ - - _
i � i i � i � i _ I. i I i i II _ i_ I I-- I i I I _i I I I: i_ I. �� �I i i I I i � i �-r- I �- i i �
I � _ . I I _ i _ !. -�_ � I _Z.. . I I i � _ , _ I _ .:_ I ! _ _ . , . _ [ . 1.
.� i I i I I I _' �� I I I' Ii I I� i_ _, � i I � i i i i i �i II ; i,iI
_ _ _I_ _. :- - - - _, _ . _
//50 __�� �_ � � � ._ � -I � �-; �-; ._�_ � ; �� �_ � � � ._ _. _� ; � � �-i � _I-� � I- �_� � � �_� -I � � t- � � � � � :_ � � � � � � � � � � � , � � � ;;- //50
! -. ', � I - , I I I _ I I l ' I ,. ! ' _ I I I I _ ! ! I I _ ' ! ,. _. _ ! I II �. _ I ! � I
_. _._ _
._ _ . _ , . . � I , _. -._,-:-. _ _ , _ _. _ �. _ . .
� I � -I I I � _ I _ 1 -i I � I. - �`_:_..-- ,_:_.._ .
_ _: < - _. -. _
� I i I I i _ � I i i � I�� I _ � I I I I �I I-1 I I � I � _ ! � � � i I �. �
I�� I - I I � I- i - I .� � i I I I I � � I I I � 1 !� � � �--�� ! � -- � �� � I I - � � � �- � � i�
, �
I � : i i,_ I - -.: ^-, I i �� ' i _. I i_1 i _I . ; I i ; J_i . -. -` !-; _I i_. : I i I i I i� I_. i. i � i _.i i � ! _i � � i
_ . _
//45 _ __ _ -- -- _ 1145
� �. i ! i ! !
_, —__ --- _—_._ _ _.____ -_ _--- __ _ ___ __ _ _ : _ __ _ __ _� ___ �__ _ __ , � , -
� � � , i _� �_ � � -_ _ _ _ _ � i i
_ _ _ --__. _ �. . ,,
�_' __ - - _ _ _ I -� � �
! I I I _ i i i i ,- ! _ i i _ I i i i i I I I I � - �
,. I I _ I I !_I , � � _� � � ! ! � � � I I I I' ' I i j � I � I i I� � � I ' ���
� � I � ' I I I � I 1 � I I� - 1 I I-I _ I � I ,� 1 I I I, � _ � � ���
. -� �__I - ! � !_ I_ I� I-� - I Ir � T � - -- �T � r< � �;
---
i
_ __. _ .
//40
'-�- �_!_ _ _
„ �
//35 �
//30
I I i i i i i i i i i i i i i i i i I i i
� � I � � � � i � � � � �
-,. -_ ,_ _. _: _ -: �. . � . - - -- - -
_. _ .- - - _ _. - - - -. _ - .; _ . . _ _ - _ �
i i _.; ,i i I I I
_ --, - , i-�__ --,_ - - -�- � i -- _I I � ll _ . ! � I
I I li I 1 I I I I I I
f _ - - '_ _ : __ � . _ _ _ _i _ _ _
,
!_ �_ _ _: i , __ � _ ' �� _ _i i �_ � _i, � � � _� � � I-
i i i _, i_ i_, i i i i i i i i i i i _i i - i I � � ,
II� � � � i_ i i
+ �
� _ _ _
I i _� , I i � ._ . : ! ;_ i -: _ ` M
_.
l , _._, -- , j � � ; � �-- � . 0.040 � 0,
� �- _ � _ � � � � � '�
i i �-- ,, I i , .
� _ - � . _ _ �__ 1
, � i � � � , � i � � � � ' ' l � � � � � �j•
! __ . _ . _ -
_ _ . , --�_
_-_
__-- _ -
__----
1131.45
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5
-�50.00C
�
0
5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
► �

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET N O.
, ����7 � D612-010092 rmi t XPL 1
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
�
� �
, —
_ � � �
—. � �
� �
�
. '
— — — — — �
�` ' _ _
i 112 .82 _ , —
- --- —__ _ ��� � �.—' '--
� __ �
o —_
_ __ _ ,_—_,
___ �
T —
� :I — .;`�
� +
.�
N
�
�
m
�
` _
�
c
�
��'
w �
� �
� .
� �
..'
� ;� , — —
(V '
r , �
� �
�, , —
� ___ __ , ` _ ,
m— —-- —__ � ,-—,
�� —-— ,———_ — � _,—
N ——— ,,
N
w �I rL,�''
� +
4��
�v
N��
s�� � � � � � � � �
�a� � ��� _ � ��
�� —
��
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET NO.
°' ����7 � D612-010092 P rmi t XPL2
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
� -
� � �
� �
__ � -
__ , � �
-. � �
�
�
�
� �
�
�
�
,` �-- - -- `
� 112 .94
-- '
�'
� --— ——
n_ _ _ _ _ _ _ _ _ _
� �
�� �. �. . �.. �.�. . . �. . . .. ... . .�.. �. � � / . �.�.�. . . .. . �..�. .. .. �.. �.�.�. �.�. . . .. . . �. ..�. .. .. . �.�.�. �.�.�. . . . �.�.�. �.�. ..
m. .. . .. ... . . . . . ... . ... . ... .. �. i .. ... . . .. . .... .. .. .. ... .. . . .. . . . . ... .. .. . ... ... . . . ... .. ..
� . . . ... ... .. .. �.� . .. ... ... .. ... ... .. .. ... ... ... ... ...
m. . ... .. .. ... . . .. . ... .. ...
i. . .. . ... . .. . ... .. ...
N. . . . . . ... . . . ... .. ...
� . . . . . . . . . . . .
� ... .. . . . . ... . ... . ... . .. ..
m. . ... .. .. ... . . .. .. . . . .. ...
� . .... .... . ..... . . . . . . . ..... .... . . . . .... ... .. . . . .. .... . .. ...
ro. . ... ... .. ... . . ... .. . . . . . .. ...
` ... . .. ... . . . .. ... ... . . .. . . . ... ... ... . .. .. . ... ... .. .. . . . . ... .. . .... ... .. . . ... .. .
a� �. �.�.�. �.�.�. �. �.�. �. �. �.�. �. �.�.�. �.�.�. �. �.�. �.�. �. .�. �. �.�.�. �.�.�. .�. �.�.�. �.
c... . . . .... .... . .. . .. .... . .. ... . . ... .. . .... .... .... .... .... .. ... .... .. .. . . ... .. . ... . .... .... . . . .. ... .. .
`o ... .. . .... .... ... . .. .... . . ... .. .. ... . . .... . . .... .... .... .... .. ... .... . .. ... .. . .. ... .. .... .... . . .. ... .. � ... .
m... .. .. ... ... .. . . ... .. . .. .. . . ... ... ... .. .. ... .. .. . .. . .. ... ... . � i � . . ... .. ..
w.. . . ... .. . . .. ... ... . . .. .. . . ... .. ...
� . ... ... . .. .. .. .. . ... ... . . . ... . .. .. ... ... � . .. ... .
i
0
. . . _ _ — .. — _ � i .. . ...
i� � ^ i � �.�.�. ` — . . �.�.�.
♦
�; �� � 1 • . ' � � 112 .88 � ' — — — �� �� �� �
� --
.'
m — --— —-- —-- —-- ,��
� —— .——
ti '
?. ��_ ,.
w ,'�
� +
4-�
�v
.�� �
���� � � � � � � � �
� a � � �� �� �� � � _ � � �� ��
�� —
��
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET NO.
°' ����7 � D612-010092 P rmi t XPL3
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
' , _
�
- � , � �
� �
�
� �
�
�' • � � �'
_ _ .
� ' - - - - - - - - - - -
n_ _ _ _ _ �
.. . ... ... .. � i .. ... ... . . .. .. .. . . ... ... .. ... .
�.�.. .�. .�.�. �.. �.�.�. . . �.�.�. ... . .. . �.�.. .. � . .�.�. �.�.�. . . .. . �.�.�..�. �.�.�. .. . �.��.�.�. �.�.�. . . .. . . . .�. �. .�.�. .. .. . �.�.�. �.�.�. .�.�. . . .�. �.�.�. �.�. ..
m... .. ... .. ... . . ... ... . ... . ... .. . ... ... . . .. . ..... ... .. ... ... ... . . .. . . . ... . ... .. .. . ... ... ... . . ... ... .. ..
� 13 + 2 .000
�
:�
�
�
�
m
�
� _
�,
c
� _—
�,
w ,,
�
,
� —
_ � , __— —— __ _ _ —
�� � -
.
r
�, .
� , �
� --— __ -
.
m— ——— —-- —-- —-- —— . —
�
. ,
ti . .
K :�
w .
,
�
�-�
���
���
��� � � �� � � ��
� a� � �� �� �� � � _ � � �� ��
�� —
��
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET NO.
°' ����7 � D612-010092 P rmi t XPL4
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
' , �
�
.
. '
�
_ - - �
� � - _ _ - - - - � � �
• � �
.
.
_ _ �
- - - - - - - - - - - - � -
� �
" 13 + 3 .000
_ �
—. , ,
_
,
� __
o �
. .. . .... .... .. . . .. ... . . .. .... .... . . .. ... . . .. � . . .... . .... .. ... .
�. .. . .... . .... . .... . . .... . . ... ... . . .... .... .... . .. . . .. ... . . � i ... .... . ..... ... ... ..
m.. ... .. �.�. �.�. �. �.�.�. . �. .�.�. . ... . .. ... . . . ... . . � � _. � _ �. - -.- .. ... ... . - .— _ � .. .. . ... . . ... .. ..
s �i �
m. . ... .. . ... . . .. . ... .. ...
. . i ... .. . ... .. ...
. i . . i i . . . . . . . . . . . . . .
� ' _ ' _ _ � _ _ � _ _ ' _ _ — ` . . �. �. . �. �. . �. �. �. . �. �. �. �.
. � . ... . . . . ... .. ...
,;, — 13 + 3 .000
�
�
m
�
� _
�,
c
�
� _--
w _.
� _
,
� —
_ __
��
�
� ,
� — =_ ___ —— —
� � __— — — — —— —
m �.
�
ti ,
X __ -,
w — --- —-- —-- —-- —-- — - — —
� � ,�•�
�-�
���
s�� � � � � 13 + 2 .000 � � � �
� a� � �� �� �� � � _ � � �� ��
�� —
��
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET NO.
°' ����7 � D612-010092 P rmi t XPL5
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
_ - -
� - -
. - '
� �� �/ - - - - - - - - - � - - - - = - _ _ _ _ _ _
� � �
� +
_ �
-. �
� _ �
o �
c.. . .... . .... . .... . . .... . . ... ... . . .. . .... .... . ...... .... . ... i . . .. .... . ..... ... ... ..
�,� ... .. . .... .. . .... . ...... . . .... . . ... . .... . . .... .. .. .... . . .. . � . _ _ ... . .... .. ... .... . . .... . .. . �.� .. . .. . . .. .... . .... . . .. .... ... .. ... .
m... .. ... .. ... . ..... . ... . ... . ... . ... . . ... .. ... � � _ _ _ _ ' _ _ � � _ � � ... ... .. . .. . ... ... .. . . . ... .. ..
� . . .. ... ... ... .. .. �• ` i � _ ... . . � � _ _ .. . . . ... ... .. ...
�
i
m. � � . .. .. .� ... . . .. ... .. ...
. � � � . ..�. � ..�.�. .�. �.�.�. .�. �.�.�.
,i .. . � � � � ' � � � ,� � � .. . . . . . . . . . .
�� . . . . . . ... � . . . ... .. ...
� . . . . . . . . . . . .
� ... .. . . . . ... . ... . ... . .. ..
m. . ... .. .. ... . . .. .. . . . .. ...
� . .... .... . ..... . . . . . . . ..... .... . . . . .... ... .. . . . .. .... . .. ...
ro. . . ... ... .. ... . . ... .. . . . . . .. ...
` . . . .. ... . . . .. ... ... . . .. . . . ... ... ... . .. .. . ... ... .. .. . . . . ... .. . .... ... .. . ... . .
a� �. �.�.�. �.�.�. �. �.�. �. �. �.�. �. �.�.�. �.�.�. �. �.�. �.�. �. .�. �. �.�.�. �.�.�. .�. �.�.�.
c... . . . .... .... . .. . .. .... . .. ... . . ... .. . .... .... .... .... .... .. ... .... .. .. . . ... .. . ... . .... .... . . . ... ... . ..
`o ... .. .. .... .... ... . .. .... . . ... .. .. ... . . .... . . .... .... .... .... .. ... .... . .. ... .. . .. ... .. .... .... . . .. ... .. .... .
m... .. .. ... ... .. . . ... .. . .. .. . . ... ... ... .. .. ... .. .. . .. . .. ... ... . �.� �. .. ..
w.. . . ... .. . . .. ... ... . . .. .. . . ... � � .. ...
� . ... ... . .. .. .. .. ... ... . . . ... .. .. .. ... ... � .. ... .
i
o �
i. .. �. �. � � ' . . �. �. �.
� � ... . . � � � � . .. . .
d � �
ti�. � � . — _ _ _ _ — _ _ _ _ _ —_ — . . . . . . . . . . .
� � � � � — � — — � �
m � i �
n �
z —
? _ _ _ — — _ �
w�... .�. . ..�. �.�.�. ... — _ _ — —.. — — 1 ` .. �.. � .�.�. �.�.�. �... . �.. ..�. �.�.. �.�. �.. . �... �..�. .�. �.�.�. .
� 13+4 .000
�
�-�
���
���
��� � � �� � � ��
� a� � �� �� �� � � _ � � �� ��
�� —
��
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET N O.
°' ����7 � D612-010092 P rmi t XPL6
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
_
� -
� - �
�
� �
�
�•� � ^ '
___ __ ,\ ' �
_ _ _ _ ' _
� � �
� � i
� � i
_ �
-. �
_ _
_
� �
0
. .. . .... .... .. . . .. ... . . .. .... .... . . .. ... .. . .... . .... .. ... .
T�. �. �.�. �.�-� _ — �.�. �. �.�.�. . �. .�.�. . �.�.�. �. �.�. . �.�.�. . �. �. �. �.� �� /./. / _ _ � .._._ _ �._— . .. . _.._. _ _ _ ... . i .. .... . . .. �.�.�. �.�.�. . �. �. �.�.�. �.�. �.�.
� � i
m. . � � � — _ � .. ... . . . .. . ... . ...
� .. �. � � � � . � � ..�.�. �. .�. �. �.�.�. .�. �.�.�.
i . � � � � � � . .. ... . ...
. . � \ � .. �.. ... . ...
. .. �.�. / �.�.�. ��. �. �.�.�. .�. �.�.�.
N. . . . . . ... . . . ... .. ...
� . . . . . . . . . . . .
� . ... .. . . . . ... . ... . ... . .. ..
m. . ... .. .. ... . . .. .. . . . .. ...
� . .. .... .... . ..... . . . . . . . ..... .... . . . . .... ... .. . . . .. .... . .. ...
ro. . . ... ... .. ... . . ... .. . . . . . .. ...
` . .. .. ... . . . .. ... ... . . .. . . . ... ... ... . .. .. . ... ... .. .. . . . . ... .. . .... ... .. . ... . ...
a� �. �. �.�.�. �.�.�. �. �.�. �. �. �.�. �. �.�.�. �.�.�. �. �.�. �.�. �. .�. �. �.�.�. �.�.�. .�. �.�.�.
c... . . . .... .... . .. . .. .... . .. ... . . ... .. . .... .... .... .... .... .. ... .... .. .. . . ... .. . ... . .... .... . . . ... ... . . .
`o ... .. .. .... .... ... . .. .... . . ... .. .. ... . . .... . . .... .... .... .... .. ... .... . .. ... .. . .. ... .. .... .... . . ... ... .. ... .
m... .. .. ... ... .. . . ... .. . .. .. . . ... ... ... .. .. ... .. .. . .. . .. ... ... ' . ... ... .. ..
w.. . . ... .. . . .. ... .. . . .. . . . ... � � ' . ...
� . ... ... . .. .. .. .. ... ... . . . ... .. .. .. ... ... �i .. ... .
i
� �. . . . � ' . . ' . . .
_ �
(V �
a
c' — __— -- . � . . .
� . . . � ' — � . � _ —z— .� � . . . . . .
� — � �.
i
m . . . . � i � � � � �
n � '� i
i
^ � —
m — — — � _ — _ _ _
? � �
w. . ... .. � . � .. ... . . . .. .. . . . . .. ...
... . . ... . ... ... . ... i � S ... ... ... . . ... ... .. .. . ... ..�.�. .�. �.�.�. �..
.. . .... .... ...... .... . .. ... .... . . ... �.\ . ... . . .... . ... . .... .... . .... . .... .. ... .... ... .. ... .. . .. ... ... . .... .... . .. .... .. .... ... .. ... .
n
��c.
��m
�o n �
.nc�� �...... . . �... �..�. �. . �. �..�. . ..
� a' � �. . �. �. �. . . _ . . �. �.
�+ _
�`� . . ... ... . . . . . ...
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET NO.
°' ����7 � D612-010092 P rmi t XPL 7
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
_
_ _
- � _ - - '
. _
_
�
�
�
` � - _ _ _ _ �, . - - � - - _ _ _ �
� �
�
o � —
.. . ... . � � .. . .. i ... . . .. .. .. . . ... ... .. ... .
�.�.. .�. .�.�. �.. �.�.�. . . �.�.�. ... . .. . �.��. �. � � �.�. . . �.�. ��. ... . .. . �.�.�..�. �... ... �.��.�.�. �.�.�. . . .. . . . .�. �. .�.�. .. .. . �.�.�. �.�.�. .�.�. . . .�. �.�.�. �.�. ..
m... .. ... .. ... . . ... ... . ... . ... ... \ .. . . .. � � ... ... . .. . ..... ... ... .. ... ... . . .. . . . ... . ... .. .. . ... ... ... . . ... ... .. ..
. . . ... ... ... . \. . �.� .. ... . .. ... ... .. .. ... ... ... ... ...
s� � �
� �
m. . ... .. .. ... . . .. . ... .. ...
i. . .. . ... .. . ... .. ...
N. . . . . . ... . . . ... .. ...
� . . . . . . . . . . . .
� ... .. . . . . ... . ... . ... . .. ..
m. . ... .. .. ... . . .. .. . . . .. ...
� . .... .... . ..... . . . . . . . ..... .... . . . . .... ... .. . . . .. .... . .. ...
ro. . ... ... .. ... . . ... .. . . . . . .. ...
` ... . .. ... . . . .. ... ... . . .. . . . ... ... ... . .. .. . ... ... .. .. . . . . ... .. . .... ... .. . ... . .
a� �. �.�.�. �.�.�. �. �.�. �. �. �.�. �. �.�.�. �.�.�. �. �.�. �.�. �. .�. �. �.�.�. �.�.�. .�. �.�.�.
c... . . . .... .... . .. . .. .... . .. ... . . ... .. . .... .... .... .... .... .. ... .... .. .. . . ... .. . ... . .... .... . . . ... ... .
`o ... .. . .... .... ... . .. .... . . ... .. .. ... . . .... . . .... .... .... .... .. ... .... . .. ... .. . .. ... .. .... .... . . ... ... .. ... .
m... .. .. ... ... .. . . ... .. . .. .. . . ... ... ... .. .. ... .. .. . .. . .. ... .. � � . . ... ... .. ..
w.. . . ... .. . . .. ... ... . . .. .. . . � � .. ...
� . ... ... . .. .. .. .. ... ... . . . ... .. .. .. .. � �. .. ... .
i
o � � �
_ . ... .. � . . . �.�.�.
(V
cir �. ... � — --- --- _ _ . . . . .
,� — — — — — — — _—� �.
ti � �
� � � � ... �. ' � � � �
m � i
n � �
m � — — — �
N — — — _ i
`n � � �
w. . ... .. / .. ... . . . .. .. . . . . .. ...
... . . .... . .... .... . .... . . .. � ` ... . . .. .... .... .. .. ... .... ... . . .. . .... .... . .. ... .
. ... . .. . i .. ... ... .. ... ... .. .. . ... .. ... ..
.i .. . .... .... ...... .... . .. ... .... . . ... .. .. � V... . . .... . ... . .... . .... . . . . . .. ... .... ... .. .... .. . .. ... ... . .... .... . .. .... .. .... ... .. ... .
n
4'i
�m
���
.,�c�� �. . . . . . . . �. . . �. . �. �. . �. �. . �. . . .
� a' � �. . �. �. �. . . _ . . �. �.
�+ _
�`� . . ... ... . . . . . ...
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET NO.
°' ����7 � D612-010092 P rmi t XPLB
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
.
_
_ -
__ _
__ - , . -
_. � _
� -
.
_ � _ -
. -
� �
_ - - - _ � � - _ �
� - _ �
o —
'—— — .' 112 .19
� �,
T
. '
_ � �
.
� �
s . .
.
� .
. I
N
�
�
m
�
` _
�
c
�
� _—'
w _--
� _—
N —'
_
�
_
(V ,
r _ _ __ __�_
�, __ ___ _ « __
ti —— � _ —
� ' —_ � ' —_
m - —— '
� — — � 112
_ �
N —� — .
° �� '
. �
w � �
.
, �
.
�
�-�
��v
���
s,�� � � � � � � � �
� a � � �� �� �� � � _ � � �� ��
�� —
��
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

� ...... ... ... ... ..... .. ... ... .... .. .. . ... ... ... . . . ..... ... .. ... ...... .. ... . ... . .. .. ... ... ... O 2.S S PROJ.REFERENCE NO. SHEET NO.
°' ����7 � D612-010092 P rmi t XPL9
N
�
5 5 5 5 5 2 1 1 1 1 5 5 5 5 5
_
_
_ �
•1 � � �
\
112 .50
+
_ ,
—. � ,
� __ —
, ,-
T .
� _,_
; � , _
� ——— --— --- --— ——— — — ——— -- = -—_�_ __ _ "
:� -- __ ______ ___ ,
,, —
112 .38
�; +
�
�
�
m
�
` _
�
c
�
�
�
w __
� __
� —
� _——
_ ___
� ��� — �
�, - '
�, _
� ,,
m'
� �
N--— --— ——— —- ___ -- —_-- —` _ --_� � -
° '—- —' — �
w —_ ��
� — . � ' 112 ,29
.
� .
� � �. �
� �
����� ` � 13 + 9 .000
_
� a� � �� �� �� � � _ � � �� ��
�� —
��
��' 5 5 5 5 2 1 1 1 1 5 5 5 5
�»

a� �,+� .: h„+ x :� � � � 1 ,. �r. �...` . ..a�, .�...
' �. . ti �', `+Ja , x. . F.
r � �` �-g�,l� . . . ��� � � q ' . � � _
�� � � r `t- � �t� � � tw. -
ry r� y t ` N�
_ ''-� . . !,. . . , �\n�;K � �1'''� �.: �'._ � o , y�, i'�,�„ 7�'� , . � �f,'L'.. n
' � �`
'" �p�, � 1� � �iis 'J►+ "; ��} � � �, �. y��; .'�
i- � '1,� �� 4-�� �T` rf �j�'
� 1�5.,+� ��� T � � ..: � � � ����: � , �;.�r , ��'�" ���.A ),,,��'�
- ` � � :�- r�', �i,� �'� ,���.,, • ' 'Y�,,..� ���� �..1 � — A�^- .'! �
� ,. � '�� � � y � ` �. �' f �
y�y��.� �` � '�~~ ,t� .. ti � � � 4 � � �
�� ` � �7^ �"�'1 4 � \ ��, ��J���� . � "_.
M..\�►.� 4 ,C.�7 .. '..
y� , ` '�� � �f a-� .�]Ti�'at.*�+n'�i �� i , f : Tl.
, s .:;��. ,��. c �� �a � � }:�j� ��,:� -
- —•a•. .1 y �F . '��.,g � t����. � �'.� 4�4 ,ri`��.. .+� '^.�� 1..
.,7e�, y� .R'� � � � t :��
�'_ .-z._.� � 1� - - . . �a ---'� '` .� v .� � r �: � +
� ^ ` ¢ �jyF 1 �� � `i r `a (_s-r�` '#- �.'k ' � w� ._
�'`"° � _ .,�.� _ r � _ i+� � � .�.' . ~ �'n � a.it.. �' Y'� :'�i;��� - +"+to�: '%-t� . e �"� " ,�. -_.
`' �'T.� � q, .. .��i :�.. ���y� ��.. � j _,t►.p
� # �i
�,� � � '� � `� �t � � �,� " �; ��-- -?�� . � rx-� �
.�. � . � . '
� - � - � � . � � �. �. _ '`� . a ' �'�
.1 � �f .'� , ;�, . �!`� ��s =ev ^ �4 � •�� , i , q .
d4- P ��
o.
�' ;� ' � - , $ E� � > �d .. ► «�
"'�`��'.,;; :� 1,`. .L�_ ,i�'�' �,a.����� - � � � �,, � � ��.
` x � �'R`, � � '' f ''� '6'�- a •�' �; � }.. �. ' � �
` aa •is..� .,,, 1 , a L �+� l �
��i�,��� , _l..3 f ��'�'�R :�_g ,�1�.
` � y t!'R7� �- ,� �:'t� : X • _ . ��� :;� � '�" _ -,�r�
-�'l ? �q� � ' ,���r4�i��� �
,y► �, `,` �-. �a►
� `�s��c€ •; y a -- �__..
�� .�
�� � .�
,�- :� - - ,,�
�y� ` ]�5�
T
2� f6; :-b - _
� �
�
ti
�"A � . +.
�::
�} �t
� �* 4�
�1l
�
«- r, ., , . . , . � ;.,
>F ��..a— ,- �, � ;.t . '`_'-�s � �� �,�
a '# �` � ` " � t�- '
'_ ��. �' ������ � , �� R t'
�/i'�:
� ��= ��- . _=t' : y �- ��P,y�'
1 . - r �� �� _ " �+ .Y��,���`yyy���
, . � .. � � � � � �
.1 „ � � � r � ' - y °�.f-
. .r . ..,. ��lf'����u - v1+ �a���
� � � �
..��Y T� "
<+W"� �. y � x'- - . . -. i' _ . . "c`-�C. .u"�—..,
. �� t� = j �� ��� .' _ .. ���
r `�" -�=r � ,.i �j Z, _ 'r " � . � . �-;
a� r a�� ,��,� : r -,�; � ' < 't`°'"'{
_ °� �!' -w. . _
�
,.
�,. � _ �
_.,
�,�' -'
. `!' 4'� i''J
I ��1
��' - i
�..i� .
/
�N� p�I
�� �. �L
L.� -� _ ,J_ - : y,_ ' � � wq�T
_ � .t.i.. � a ' ` ' ' _ � + . � y
" '`^! M. .:. . ! { y� ��-4.._a. _.'$ '- ... .,� �.:f`�
�fl- � •t _
�VI ' R . . . c . „_ `�''"�
��_ �S �' .. . ... -�. g � H t_, ._,..}� . a .. , . t �" " --wOt @ °�.'�
� C �, �. ': ..'���y . _+Y'r, � - .+po�is �4.
�+ � e��q
�iYiiL�'_-'✓..�� ' L!!�"I � ,:�ur"�fd�T-Si . . , rv"��y _ . . .`� s S ^ �.
^c
. 3� �� : ��
;a��`�'. , - w, `
...--� _ _ «�.N�
_ - i
x: �_ �.-
• t'Kp?° �-. _ - ': �.1 n,b. '� • _

....,.i..� �. �, . ._ ..
s � . :�.w - � :i�
�
�
�; _ -_.; �
�`
� �
;
.. . J . _ ' - .. � .
`'� '"3r ��� y�� r /±�
'"�v�' ` '.��r�
�._i"•, �r - . r� =s ..•�
= 3 �rd� �. j� Si
� �� . �., �� r .t f � �:
. ��, f'R' t Y��71
Y �• �K� �. . ' � �� � 4.�� � '� r 'Y�
K ,�. ,� , «+'�� .i" ,,� `x � �+ +` 'yf �� -
' � - ' ' , ,i� � . ±'�i' t � �� �.,�... �sN ' '� .
'/� ' � � � M�l.� ~ ' � � . ' �* , ' }.� a ..
t ' , - ` . ��.. s ! . i . . - aC*,n• ..�: .,f .
�����` . . . '�'t'� ., ' , .. •� !� , �K;.ti •a . .. •r ' , . �, f' �
•'��C. � � �. - CT ..e, � s,r ` ,r � ''� _, � , . � � .
, �,,_, �,. R � _�� 1 ' • . „. r��� �- i +` ` ,'/ /f.��a. �
P. .r�.4i':, ' t: i�• -.� "J',�+� �'j` ' ^�� k
' ° � ,. ►
a, � �° ^^._��1� �`` ��. � _ �... 4J ,";s':�L�K�•��� ,�� ,• F�r ,,
��_ v > _ "",• , , . , .
,� \ ' ir,��� -
,F r� -�'�• � � • � ` _ l _
�- 9 � � r.�..�-}i-F./ I '; ,r.v - - .. ,�,
y�' _t : 1 j„��w� �i���+s-c <• � .�. .. . --. --�rJii
� ',�� * /�r � , ' � Ift� f. .•n� .
�'.I��`�-.` �.! , � _ 1 .i �� ^Y, '� �i_- . �r
'..�„ �, _'_ r � - - '; ;� -_ ' ,� , � _
y . .y . �y _ y � . a' _ } j .� ..
+�
4r r � .+. ' 1 `. . � �^�', r.a s � ���y+�y�#7
�. �. .. _.+. .. � . .� � - . � 'u�tis.
� . �y��'n/3b. ' ' :..r�'y ^ ^ � � � �.+�e-r �- � � 4%a .r �� t�!`�i .
r' -q � .+�w-'�., , •''~` -a+-�_� .� � _}� ''��,
r;�' ',� 3�� � � � � �
.:"�.. ! , ��'�^,� .►vt 4" ''. ..1 f �'�S.' + " �...r„ .
�. .. �!1�• V.'". .��:� . - A'+' ��� ' .. r� � �`e. .
. . -' � . � � . �
-.k���~ � � • �� -- �- !- � . _ °,�.t . . .. .a:-ts'�. . . . , ` . �:_1�
.. . . - - yc, - . - `"i^ '

_. ��4�
iY.��. i}�.y 1'Y •
�.
/.
� �
4-
� �,�
.
,�;�.�,�
.: ��,•�. _.. : .�
. , ' _ . .1, . . �7 � ' . ln ifi' , � a�A ' :� � � t +� "�
_ ' � _ ..- . . � .- ' ' f ��� ,.- '�..��i _.�h,�. •�.j,;.• . '•4. 'q
. .. � s �{ � ^ t - �- N' � ���� � . i r �.�� � .
r._. _ - � . , � . . • _ �� ��.., , . t �Yi ...F . ^ �� `��,� "�n0'� '� - . .
f - ' - '�, - _. . . ._ . � .a�` "�.-� , � .
4 � .�- ,; '�- ,,,;;;� � �,,:: . >;s -1 ", �i.,ti.. ,�.� -
�-�. _ r-,< . �.., a ' �, �•' , - •" _ � r �" . ,
F • _ f ' �° * � `� � � A., , �` _ ��/ ? . � � - � � '§..r � �' - - � _
' - _ � � - .. . e, . , _ ~ � - *`�MA��'.i ._r .. ', � .x ..�. • r � � •`1
. -- . . ... � - .. 1� � � . . . .'�° - . . - . . .�' y°�' . ' , '
._ , - ' r i ' _-1 1 -,.�, y _ _ � :?,�ls � � ���' # � � . _ . . . ., �
� � 1�' ,x'� _ s _ _ � +� •' \
. - . ' . • . . ♦. . � f1 . . � . . � � tv , / �
" . . a ` ' � . . .
•- h,� ; '
� � t - ' . l • � , . _ . 'I ^` tt�` '"' - ` ' , _ . _
'Y�t�" �h �.�i.� _ i , �`.. '�_ ��fi �u".- - f; ,
a . ��P �..,a. - . . ; _�F., � _ . . �' . . . .
a. �
y "1*"�' f_j a d � ` • :+i
'�iy .�.,, � �� �v2. � " �r ��wT _ " _ . ' - .3.*i _ . � . . - ,I
7 �� � 'L,'�C �- •_j �i��:�� � '�`' i.I9 . . � _ . - -
h _ .�� _.`� Y. ' �-� , , ` . . ' p , . - ' ,' , . `- .�. ...
- . . _ � .�~ t�i M- � � y� � � �'S � . - ' . . � . . � . . ' � yL-. i'$
c,;- , �•- i-j � - ,� ��;'�!,� '�'��'�'6� - � . � � r ��,k-
�: � , . '.'�'u . � �y��.i � �/ � _�� i ��' . ' . � � ; _ �. r �i�, � �' �'°��
�/'� f� �d ;�� � ` ? �� ��
/�� T .y +� S 'i •iy�C� . ' . . ' T '. _ � �_.'i► . . ' i."eT. a���� �f*
�r. �.� �:: �., 1 - � . � " . .. . . ^L.� . .
A X �'' . { _ s, �,s y � "t j � % ' . :
1 �'3-' � w• r � :"'. + 'r.ry
S� � .�] ' R�iZ., -�1� � ' � � �i � f r'�' - .:
w ._; - r - � _ - . . # : �
� S '�:v �` � p.� �'� .
�r ' � � � � ' . � �P.x'4�6 . ! �_ �r� - i�_ , _ ' . '. ;'�_ .
� � _('A'�yy.; �. �'4 . . V C�� _Y-c, i . t`... 4. ry ���; y ' .. . ,
� ,
1,`: �},._ � . Y - -��w� ~�� --��, i . ' . 'Mf �" _ . �,`� _ �' '�`_ fi ,/�, ��i� I �� 8 � �� � �t ' - � , • . : .
td .,/Jya� r .��..aI�y ' �
� -.� � - � . r � �..tJ y. '�,� ' !r .. . . 1r ,i. , � � ''r � - ' Sii" . . r�'�y �1 t �� / ���. - - ' . '��2�y �~rt. -
... c � t� ; . � ' .. . �
. 7` °�f' ,�, .' '�a :'Gi �` . �,r <u�. � ! y � ``� ¢# ,1i ' 1��yr,�,�' ' ,f ` � �` ; � '� '`- �7 -_
��� �'-6 �` ca�'-� . c�t,'� `, �� ye�y ", �„' . . - }.- 4�E' s '�-� '��` ' L� . N . '�y,_ � �`. . ��+•�-,. 1 .. �.
�r � � ►.. .r � �.. ' - ..'�` �` '� e� � �. ,�, _ ,;` y ,� .
�C '1� ' ��' .�7���i��_'r,� �.N.'�� - .,-✓�°' j 1�^ r '�- ' 7 "1',��W
` ..� �y,I' . �-,�' �c� � �:. �1 e ..������ t {r � 1 �f �• ,�( � �... �'`�• .�I
s-��. - °�r .p`�19,�,.,f #- - - � �._ � r �:�: � � ` ��;,,��.,�'r` ;.
'� z _-�-- ,� .. � � � "�y :�"f t'',.. � ,,� . �� � :. � 3 , � � t•� �
S �.. - .•, �� � �L YZI��. 'ii: �.��� � .�.�
� ' � , _ "�.; ' ` ``� . �'%! .
. , '
L�_ „r� -c '+� . . �s .. , . . ��J .f'` �+ �`�.i, 3 {/ y . s L
' •����'. .`_ Y� � �. � � p•,�. .s...lf �7, �` I. !„F Kr�^i '�
'' � :7� '�, s � . `a �° � ; M � � _,, Y `' �
�-��'r .. � k r : 5 i �., `�' `,�,, .' w - i : a
- .�j , ��[���� � � 7 `�'« - o t � . . .,! � - � � f o• . . ! , 1 : . +'
�y !� .:�Y�� �- ��-•��„' i.`•-y�_y.�,,���f` �'.�lh§Al� � f. ��° ���''i�ii� �.M��.�y� "1
. . -�'A'� ��,. � iJ�j��-�.'.:.��� ±.� �.,A-C° �4,i:� � � . i��?`_���,�k,��., i �.r. __ i� � �]l . T.1 c ��i�► ..�
�3 s'�S �� .�� '�\
I��s�( Ay�.�� p"� �,7o..
�-��r"f�!(•/' _ A��T� .
� �
" �; �� '�
-��` �� '�` �"
� a�,�.> i-�
s
�4- r
�t}i[ r.��.�, ' ���
� �- 5-+
� � f� S�•
__ �.�'}�,
�� '�" -_
�:5 � g .� }�l_
�:��. ����":.�`< �'�'� �?r � _. �
�� �. .-.� ,�, :�- -- � � �> � -���
x � � �.�.. �fi���
�s� ��'1.�. -- ��� �'.*l Y ��:�'a'�'��i
i'�i •t'���?:��� ,:`'�:��::t-- "�" � � ¢�. � %,.! � ��: � "
"' , . ►.�!` � �y > �� .�'«. � �� 'S� y' - Y
,,�, t- � . �,.► ` �. • ' �
i �� R�: �ii �'�'�� �� � �, ��: � _ ,,'.�,.e
;'.fr S � f � f �- �,? ,x 1` . / �`�
, � � f � �.+ �, ? . � t�i
�� ;� � .,�'
, .3. � .r r , � '� _,:i �;;:_ * :� -
, ;��...;,;: ���
. . 3 �{��
, � ��
~.,,k_ ,
N
�� �* � }.�.. .� \. '�< Y'� � t.�`
+-t r
,, .4 f..•. T�a�°i'i Ly'U��}�' �/�I,sZ.
,�� w ���i., � . . � °j. �i �.�-
, . t ,r � : ¢ Y�,�.,
i'�+y�Q��y 1�. � '� .(���x'
k�ti • :��C'. •-` ��' �'�f. I
- � � -��;; , ,� �,,�� �
����,���t� "LY �.
� :-��� -w .1" .�1�.:''`_::_
����: �� �����
� ��' �� �
,��M���v. �
��� , �
��-�
4 ' � � � 4 ' `,�.
ti � j,'y�r. '�t�'• �'��I
!.�w �.�. �' . a
!`; �1 O�� ��:�,� ��,� �•
Y �� �
��, � ;�: -�, �'= � �
�.
��,. �< � -� �
.`
��` � :�
�
� , � ; �"'��c:. - . . .

. �. �r , ,� � �[� � � �.� . ,. r , �. , s.� .. r � . .��.•: _ � �.,ti
'`.':�rn�.Y`,� '`c' . . . . '�.� ` . � , j
l. �r +la''
1�.�.y�. �+_y Nr'j' T: J �'� ., . ��. �,t '� � .� �'1 � � •� �+
'4�x;�'F_ � . ���,�- . . . . . •.�., T ` • 1r;���-� �� 4i �� #�7�,�� C •
. �� � �..� ` � #
M ` Y� , . � .. � �r, .p�4 . . � �. ' ., . . ? �1 -��. �' � . d
�" ..
.
.. � ,
x w �
" = i' * � •'� `r , - � y�'�'er `' ;t" � e� �� -. � " , �' �', '� �'
,� t � � , � '. - - �:.'y� .+� ",�, d4 , , _ "�y�,�� : ° r
�-� s ir t_'�r �� � �, j ' . �. . L 4 . .�� .^` 5} _� ' � ' � _ . •/ t _ . .�
�' � ?�2. -1.,� . - � i� �. �a ��y " • � . ' . r �n,, .�F ,�il . �1�^ . . - . - ± . ; 1, r±�. � —...
� � 'S� +� t ,�r��� - � � t. 'I..,�..
kq. f�.� �. �--�,,�+ :�•�'� '' �.; '� �."�� 7 � �..� � � � . ��"'' yl44, � . ' : � � � �.�...�1�_ y�.�}'° ,` -T e�''P _ "
i ..6. 6 �. F�w. � ✓ . - — . t . �, � `si� f '1 �;fwr L .. . ' '►) .�r � , � � � , . ,. ,
:. . � - r a �-�`a .;°w 'i +.". -1��,. '�1R ��� _ �,, y �.. .'�....� � � " �j,9."�i' .�. 7 �=��
d �' °�' - ;� . �„� � ` . - „ � .1 , ��' p -.^ :� x�!1r`.
�� �� _ �. ,.� � n � e , x � f � -f + +�"
y.�����' t r:,,�,� . �. , . k, ''�4.� ` . . �; h� � �1� � �. � 4�_ "- .�,�x,� K.. ,�"{�v�, �a:.�i. �_ �.:
r ` � 6• r
� � 1K�. o `C� r !�A _ � �.y? "� _ r'^e�. . ' 7.�d i'���r ~r '`S'(r s'�M+�` .' �'w '�i� � �,�`, �
�._� 'rt' ��. „ry i �+ ��#J i �- r" "'�#1 � y�+ _ � ri' ^f� ''. +i ��
. � �,�¢�.
�� � �.�T�. � �s. �� . � r • f� � � �,'`,� s. d �i1',� � .. . ', � "��p �p�''�"'r : d 'k �� �!�F ..'�P � .s..'+M
'�� �� � l � � � �' � _�i-�- L;,- „J` � "i Tt�+�., f yS� . � � '�i t'� ' • i� ' � �s w�.
�h F+�'k'i�-�r �'a•",s �,� �+'. �.. � F _ . ■ � .. . . _, y� � ys � � � T+
'- S o f >, �� �i�. $e'� "'� w 1 .. . � 1� ��c r e` �. �'' � "� � i x '"" E ��"�,,
..,. .. � .� y � ` �- .,_, ;
�' '", r '�x ° � , t � � , t. -', ^,y'&, 1, ��� �r �;: � x� � � �k �,.
R ,'�+�f" -� .e.,.t� 3 , ' � � `,f I �� #'a►_Sr�l � � � � � .3�t:�' /+� �T�.' .��' F'w .{� � . �L', .-^
w W !°'•� ''� � � . „�M.1 1 � 'SdJ� i �- *�. a � ,I,�' �'�, °' _ ' � �i �k� ��-. P � �'� � .
�
. ��
. � , � ' �,w� '
- �•
j ��� " u i�. " ' a ' A - . "` t • z;,� ?,_ �'Y � , � , �' �� ` ,{ .'� �l..' H °W S r ,''�,,'
. � . . .
. l ? _
� _
.�. . �. . �;: . ��- r ��' � +q . ,��
� � w �.
, � �y, - . .: .._ f .W;+'. �C�'r�M r �-4� �•.
t .-. �e.,
. . . � _ .. �.M+� '�+ , . �- �.�. . +� _ .+ � . .
.3 r ..w •
F{�-,,��P� :�.� '+IT'�fe.,l..i s' ' ,-`:. . -..,r.'».r ,:' �j,'��'?� �` �� � '.�'" .�" ' ,l+��G
y _ .'
�ir �•�.
� � � s� �� a
�� �y"�;i' �`' .�';ry .`�2lHA� � i 'N� �,� � . - ���� .Yti l� � , i. *� '
'- �
; � : w � � '� #'Y�
� �°��z r �`~� � : '' `', �''�: � �. ► � � ;�, � A � s �; � � �'tr _ r :.,�' ; j,., � �
1 . A 3 h r., �Y
_� •«
�`� - �� � ` ' _ ^�,r' °� �
a'`..� �Ac u� '� 91` � i � . * '= .. .a-''�-r,,ffi r` � 9 �, �� �s �.. • . -�, : �,� �� F r .� i-� � � i � T �.e�,���'
4'-Tq�+ �..?�� 4ii �� 'wf C.: ; i € �^Qr'' �`�� � �e . ,. �. y. 4 '� i�
r" . a r.'- ''..` ,,� !�; � 7 �„_„� �y -,p„ y '� ' 7 ar �' ^�,a
� ' f'" f 1 � � e',y„' }�,�,�"��. � j a4�'y� s.'.- � � '� i`/'ifi.�' e,'�" �1�'g,� � �.'�i
a � e y,� ,�L � , �j`� .^ .. � e �f J,,, d��' 4 e.� y,I� v:+.
�/ �„ �.G. � a W� ���� 2� �"��i� s .:. . __ � � srlFi � .��'� _ �' -• F � .
, �.. �' '��` �`` ,��..d , y . QL� . ' �D -.c.��' ,w«-�` - . �1 ry. 3s %.. . .;��., � tl�,�,i :`
,�,P� � � 15'� �<tl►1;¢� � 3,� �.'° - �'`. . �"r '� � ' . ��. i� }° � `'1.�. .
, S , ,,,, Y. a .;s - ,� � '�c°'� "
91 � f,�"'�� �+' � ' � '"e � _ ! i w' �t ," �. � �� .
„
i � ;. �, �, ' . , r � _ �� 'Y ('y"�jt _ y`.�.
i.�.: N � ,�. } 1kx �'h.�:u �.�y �+ . ��, . . . , � . k iP._y P� # $�j��° �� T �
1� .. r ^'a �. r �. '�t, .' : �'y! �"y�i!%.�7' 'n,. � '�,- m y¢�"�,� *���� �ty: , �' :.l�" � , / •..� �' -�a
�y �� ��a i x ^. �I�'k.ti..' T,�il,,y� ,Fi' r "y'R � . . ���'"M _.�'�^ �'��+'t.,�, -. +r - . .t .`F" 9��'���� -r. ,,�;�;�y
�,� . :
� �� ���• � � �-�'�., ^ � .cl ° .a�{ ,. F'� ���.�� .�' • _'�1� �. ii1�. '.� iGi r�.'. �'d�o.�'�` } � •,�''�d �
.• ;�,� i � � . ��
> !. #� i .J ' t�
��� ,{� �4 rN+�y� ,� �, � �� , . r �t �x�C..�,�� ' � �'.e- � �,t � r.'a � � �"� j � �i, j j� t ' �Mr t� ,rY ; !'ral:' �"1_ a
w � r �_ '� �
z w -- -.�*,��, a . - ..w '� ��. : � �'i'�i' � y�+y �y�� 7�. �"
��Tk� � �i � A � �f k _ � M�� � .{� ��"� i��{' ���.yi• , ' ��,. � = 1 i ��l' ' ="'�s� .- � ' �'� r � �r'�.� r �'�� +.�11� .'�t- , �.�
,1 ,�p ;+1 F
�� a4..���y�1� �,��°�,�i* �'� .�" r �..,.�� ��' A� �,•,+t� � �:� ' '� �,.•'� s,-�� +P� t �� _,��� a utA�s�.� �1�, a }�}, %� ,fi�,,
�"� � "�� � s 7<i 4 ��,' - � �� �� 'J��� �,/ .
� 'F`.,'S ��.'�� �Aj�"9 A h�`"�,�. " �'�I��'�',�.�''�1� . - ..•� �'r �s� ,%� � �,,L'a,�� ..�. ' ��,,.-W.
+'�,�_' � ♦"r � 3try �,��r'�'p.p .'ti ' -h��#i. �C-.'c' "�a x- _ '�,� ?���•��� s•}�!'�ll�� .�,�y�x � �` tm � � � _'.i
w� �' . ��''� � � e�"� i7 �i.� �',�� ..r,f^� . �+ .�� . "/✓ �' a�rw � i • .
�.,�i� � � '� � t�A �d [-- . ._ � . � y ���� � rM',� '-�'� �'�'.e...
�„-?' ;r '� � '�., ,4: � ��..,� � ,�, �� �' `�l`,�� ��° "'�-�,�w'. �f '', .� f ,, ;'�
.� r �,.Y.',�.t,.� � . � � . �- c�'��y „u �.,. . ��_, f ��._ 5 F . a r �� ~3 4 � y .. � ., � �
� }, y �
��5`y' �! ..J , `T.+ i � , i
'Ce . �y t s+ �p t �+!� ,+�i 'a V a
� � } " °� "��7! �'!+ .� r1 �T1 �' � C � : -' ' w;.-My � ^° �� 1� �#�]^ ,� . F
_ _
.. ' '
-, � °� ..� �t` - C�' "� w►i�.4��` r.# � ' , �'v -�� , . -
.��' � � k :� �. : �'�
"'- � A�' ,t.� .. R,w,�r i - �'''i ��r !'�'ti �,'�r lT�yv � -=�"°�`!'� �'�. %� ��X � _ . +w � °� �' �.^ � � � - �." F ��;�� 'f�..r�
- r .a_ 'x: 9\ . � i�I},,�� .ti'...--„� . . " fr' _ ��
'x .� � f �r , �.��� r ,f,y�� qy., �,.�" y..k `r " � , d' '� � . � + , rv •
� � � �r
E •aa{ � �'v �' A - ,T..�JF .'IS',P �� q �. "��,#�,,'f!�
� �,�.. ` =i4'�`�� r�r� . _.,�k. . ..�?r t. .�. �� f�� 'S ��'..�.a. �'I
- �s � �. M�'" c�',
�6�rY ' •�,��{C,. ;a j,�y'�?=++'
�ti ` r ". �1� .`
�' °��� �1 . �' � �Yi
�, � � � ,.
.e. �r , ~ � � _ . . � �� .d�
� � �:- .0 N.f� � -�i�i.9R -., ... .
a=-., .
R
� - ���
���.��
A � , .R
� .tlS � tt'• �� �
�.�� �- -� - ,
.�"�-� �d . s�
� � ,�� .� -� ,�,.v�:,
� ���� ��
, .�.
� f � �
: -�
����: ,�;,,n ��.
r;�`: �-, M ` �. . -'�- ,.:�.
��.:� �"� � � .
� �� �" ,�_..
�
�`� �, '�' „ � ' '�z`:
��� �
� `�
* 5
.. �, , ; � r� _,
. „ ��;pailr,, a , f�y�
�'�S'
. � °,�j�'+r.,p �
�'-z.- � .
.� . ;�'+� .
� -., �
�r�-+'
.D r°
4� S�C _
�

�� r .. _ � � � �,. w , � .
�, + ..n.— v .. _ �!n'�'�'"'£ , �' , �...�
� .v� �' . �i ~:�� . ?r . : h > �, �_--^•'. . � ' .
�_ ,,o.. S� � ... _ . - " � - � �` . ' t � c ' 4...
� s p _ : y/ _ ' �..t -. ��
v' �"� J� � � � i�, � t 'C• � .�j � *p� .
�� ����... ,,,///...��� �`~:y��i2�lri� . - � , ?'* �: a��Y.�L` ���ry x� �w a'S'.+�" !Ei ���.r+�y����,±� a
�b��° . . � -. .r' .. ,� �. ' vi7y 1 : F4 ��} , �� `^, ;$ .?. �. '�t
y� �.�k. L�,. f � y 4 � ".�y-� ; � � .
. Rk . � ' � - � - 6 • �' '°` +� R
ay�3 � '-:{�i . . � . � ,i-� _ �°M4 �� � .�,�,1.G� :�,-�, � y .
r^ - -� �� ,>; i,. s
+ � .,-w �s.�" _ `�� � �
,.. -. . �. s . . �
� �.
�
' �=..,. a �. .,ti":fi�� - -� :� .
ti
.` � .. - "- - - -. - _ . . - �
al�I .f�F � � - _ --. . .. , . . - -.. .. � - .. , , , _ � r. _ . _ .
t`v ���� " _. .. � •� p ' . �.� _ _ �• _ - � ' ..� .
��e` . ♦ -'".�
'.._ . � � _�, f �y
f
'' ' � . .. . � � �' - - .. - .. _ . , -_r _,y �.��i . _ '_ . . ' .,J+:�a�'.- '�
��
- � . ._ . - ,r.,. �. '" �. �- � . - . � -
._ . __...w-_. . .
)
- _ - - - �. _ - . . . -. � . - _ `� .,i�t- � � � 'Z-► si � . ��;f .
.. 4 .: { � - . � . � - .. °�F' S�" 4 . , � .
� ' .. _ Y .-. - . � ` � �•Y . s'�.,." .
. F rr �.
_ V� �
w ;�� .� _ �_ _, _ _ �� � �,.� �A / ,
- rY.�pn.r � # � � , �- _ � .� �'�� . ��r�- ��� �. � �` !
� �Y '� tr !c" ' ... � ' _�r �` _ �...-� ' � - - . e , �'��,''I. :�s�`.�"'r -
. ,. � `•` ��, r� ��_ { $ - . ,e - i
-y ��' ' ' . !',.1r,'� . t'.
�.�*r��' = �,'�,.'f ' __�. - ��. . �' �. _ .�r. � r
_ _.+� . . . _ . -`. �' V
i,:r � '. ,� ° �
- - -. "" " �-, _ * . ��, .,• y � r,� �;: �
:.irt , a� - "`+, � �
- -� ''�a�`i" _ li: - �,.;*,' ,.,�. ''`" '_:-� .y: .g:''
._ j.'"- � � .. i d .: k �, _ _ � � . ". g.,�y - Y � .1' . +,-'
= �� � Y � �S"!.'4(.a".� �� �.� M1.t y -__� �:��i� y .
I. r/ M' � f{ ._ ��L-°1 �aT Lt� �~s t. F�� � C .��.: .�'.._
� p�
�:�,. �� � _ � �,�r � . �;i' � ~*> K
�'� sb ' �^ _`T" "', '� .%�+ �.
,y� 3 . � �„jr, ,
`y r
� .y +' ��,- ,-���� • �:? � { ��.
�",��t� ' . � x _ r,:.�y�_ � .ti = ,
c,.
� �i► :�. � ." �
�r . .
�,
W .,I����'v"ry��� K y � { !'p4`'�,...'''�- ¢. .'Y.. ' .t
7���,.�#� ��4���� ��' _.''\r ' —�.uP��= ��•� ./ .J'. ` '��}' i r
���^y �� � A� . � �� �}- `�� j II I 1 A' _ Y �
� �`:d''�l � 6 Y� �,� , i�. a/ � � ? 'i o; �� `• i � � .: �� .'
T �� � . �� � %� � ���� "� , � 1 tiR�q' aRt �'
''+°. �. .` r i . �� ' I r� � � �
� �r� � �. � y ' �' � .
�:� :��: < � s � � ��_. ��� � Y ...�.1.
��'� ; � ' 4 . � iwr .'0i � � �" � - �� ;�, -
...,�� - "� ,� ... � \. '-4�:. :i ��- ....�� _ � f�:. . � � �
_ �� y: -w'` � ' .;�/���k 1�' �'. � -� i� �i'��. r � • . r "� 'r�, ,
` �� ���.t� . q, 3' � . t f' � � i �f 'R . . � . 1
� ��� r.• ` � ���r 'i p � l ' . �.�'��� �'� w -
E. � � :�
~,1 '�►�., �'� = �r.'•� ;�'•.,�
G � ,�i,D;�±� t -��1 � � �'� �1�!' ;'` � �,. . , ,,�,,�'�'`',� � �. ;�" i , .�+ -
�� .','��°5�' ���� �r�j ',. � ./,�t p`° '1 .f►*' �� (�. :''� �.�`1: `�
�r ' ���
.��, :.i �''� . � � ' ��r� uf,'. . :. �t�� � r��� � �� i��r � �.,� a . % f..
� .� ' �
�.v�,�`�! M 1 - �� .! � ,y � •i �' �'�.�� � ��!� s3�i;�-�i.��i j��,f, 4�, .�+J�s `'�� �;-.��� �` �_` j � , �� T
� ��'r , ��` ' ,� t .. �� � .s • r� ����, � 1 � � �� � � A�1', J . � '^ . � f - t l � � . y,' �� �� � � . � � -
- .�It'�• t. !8: .g� '� � � 2-� ` .r � i-e i %� ' � �" � ' �. "�' j � , 9�. . _4y�s' "* _ t!
:�'di�'` - � � .�.�� � ►'"'�''"' :.�,,;�.�T'•' �.�i �P.� �`r R ';, ,,��� F �' � _ � r� �'a +�, @ ; f r
�"' �` .,�' � 5w►' /� I° � ,. ?� J�4 � ! . :�i
S� ���� � � �l .�_ ��!_ .� s�lit�.i ..i . .., .. �'4.�!..- . . :esr .. . _ . i•�_..:.. �. � .2 " _ �� _ .i �i v -_

�f .`� � � h.��'�����Tti��}'.^�� ':a�y� �� . 4 ,i �� -�'� �q s� �r� . .
' f �" � ✓ r i ..���jrlv � �' � j � � _ ���� °✓�� +�x,��� �A '�.� , -
�
i s r,' ,j� � I � F N� � �y�„�.�'`c�� � ��`�, * k , , .. . �• �� �ll � " r �`�, �',� �' � . k r' ' .;. � � +� _y��, � .�,,,,y�—+�''"- � � � .
- �� - � •±:� �fy .�*,l7 �f. `� � ,� �� � z.x.. �"y
� �h�- ' � ��_ _ . ' .y I��P�° � ��
. }# � ,
. � ..;� � � ;� �.� � .* � � [._
.� k. . _ .' � +w, ,i ' v �
-: ��.�? � ,M a', t ''� � � �� a � r' ' a
➢C =Z S 5 K . ,�
f�i�.a[_,1, ` i r� � � r ��'.i�e� Y` �� y.�. � ���� �'z�•- - 5 � "`�..
.;°� 4 f . "�: <��i !' � � y..#=; '�,.i� _e�,4.s`��.. , r .a�
:� . �� � ' I �1 _ ;:M M j • �. . _. . . .
�=;�� .•a�i r*w •� ry.� Y - �r-� �, yy�' �,�- ����1fi.� '.'� �'� - -`- -
., ,: � ;;� � �� � .� ��� � � :�' + .
� :i` '' .. '�r !�'�. � ��:� - � � . � � a.,�� �r- �4 ,�� � . �,.S '
. �► R \k�' -�
. r- y 3
�* .$�. �' - � �h. � V i:: • .Y4 .'1.. .
�4 ����': _ � 'i.. �'�. �'� -- . .. � , �<��' ' � .
;.-. � ,� , r,y _ � ' _ �, e. ��a�� _ � .,.
� � "-*� �i � `t , :�... .�'�%� � l@, c ; `'j.v � - . � �*s� 1 _ �t� . . t` • �
_ :� � �. ' ; _ ,_�- ��_< � - k �'�°�..' ,� � .��..��:- . . .
� ,� . � iE� . , .
� t� frJ�:. '� +'�+ � •.t � � �„ $ �.° -
- � � - _ -y'� ,., =,i �. � F� p },� 3 "S'�' l 4 �q. `'� ,� * 5 . . .
7� °���������"�.''� � �`�' - j � - - �"'�`- � ^.+ �r. t � � Y��' � �4a�� � j� � " }'S� ,� .
�, � i ;1 � �'_ + � ` {�����i��� �-t � � }l�P-.7�� T � � �. . . .
-� ��- r�G�" • i } � t4� � � , �y:�< � *�F�' t*� � _ � 7i[�"�,� � -� `± u ��. ' . .
9 -4J�
� �.l�p.`{2�; i. (�.'�.� 4 _ •. ti, .. ` . �t � �Y �r - .� ° 9J .�.s ti:� M��'�+-�` .��„ � ��.�,,.
-' '�'{ � 'I ��� � t`Tt f 'i iR'� ?g.. �h'
`� 7'�_aj ���� �� .�, w� , ��, + _ _ - �,��€" �'�-� �r'. ���;� ��i-yaf� � ��, � ��; l�.''
,[ �.. M1 � „S_ �' - . �if Sa , . . i �{-
� � �i �=%9��� }.��, ,.� � �.�', �"� � .
.. �a�`J'!I� ` 4 . _ J' � � .4�� fry � � .7y� } ,�+ J�!' �� �'�}� �•.4 � ..
'.�e. � �`:. w `Y (` t v �1 d'x' � b' � �
.�
. - : ._,. '. ��.�. �`
J- ���x� �,. s�= ._ . - i - , - "`. t � � _ E„ . 9 �'� �if�r - . ��
.
-'l� � , ' _ r�i
�. � .-,^� , .. .. _.. . .. . a ,'.���. : ` _ -� �-� � a � e � -
� ` � �j �-
.
� , r , r, �_ ,�- _ � . . � � �. � . . � ...,�. , ,.'{: ,,y _ - x��� � - - . � .
a �,���` +� , . � �. ..', , -''t,. . � ,�ar+, � T' •V`y7Y � � 1
t�y�t_ �+J � � �„ J k,. " � , �, `w
i
. �, �► _� .! /, i:. . a�l `�x°.y{ '�w .. !`- 7' �l �.: .
. � � � ��W' • - '� i r� . ' � �,76�. � � � f
- �.,� r �4� � �. - ,���. _. ,,c. _.t� C.4 !y� +l�P ��� lg:�
t' . � 1 � � � 4 • i�'SJS- %. .. - ��'
*}� � � 4 � �
y� : .` ; .: . l T} � a, � ^ � ,. ! �`i� . , :�..
_ V`-. . � , . _ . • . . � �, Y P � t.t' �'�`��, ' � _� �'`� -`.7i
, r_ . ...,�.'.
- 'R `-' ei ^ �# . 13� N . �o-��' .' i�'�., -r� �p t • � =�. . .
. x ' r 't . ,, �p�> - �x. €�.. '
q 4�_= �c _.: y.r -. - . - - ��fr�� ,�k� f � �' .�..k�� 'i;'' "��,` � -,:�a„�'{`l'r �+�'+4'�`��'
. ! �` "." �
�
` � .r I ' I� , y 4 � .. � ' Alil_ . . -., _ � ,� , � �r r.
w� .3� 1' ' � - ,, Y �'. , � � '� !i[. S 'i, t� } �]� e . � � ���t +( � �s''�
, �
� _ .,q . , . _ ; `� �.ka ,r a� �.`�1* -. � . �y
� � � . � � � _ i � i 'r�: ti-�c �y-.�pc� .r>a. : � _ .. �
� - - - - � � - '�," `f � � ��'� � � t
x . ,. . ... �l -+ - k�!��w . �� k ��` s�"+' * . w
y�� :+i '4,.. �". _, .._. .` ' ii'i� ;�,y� _ � � r �t ���.- � .. �"'�.
�•1` _ .s _ �r �'� '�`�y'* � � �`� �I.
._ _ . � ' � f" ' � . _r �*° y - + ^'
- �� q4�'y f� �'�1 i�r.� � _�� - _k�
' � � � :-�' 4�, . � [� y�.
si, � _ ��1� 't, x�� ! ` � .,�'° `L' , ,,, � J' . ii.:� .
� ` . q �.+�"`
j _ ,_i;- ��' � �,��� °�� ��` ` ,� _ �. ��
- .'4 �`"'� � ; � _
„ � ,� �,. ,�� � �G!.
; _ _ - . . � . : ��a'y -. � - -%4 ����� �t'--�yr,,a�s. � 4 �� . J � Ri�
�'` ' l' � _ ; " F•-.iy.�i . � �'�yt .�,/�t°�� � +� ��T _ '��'�� � A � F w7 �` " '�'"~ �
_ � . . i.� t�,��. 9 � `�,' � 4 , v3,: � ��� � i � • ,;
_ . . �: '. � � � !r�� f �.ti�"�a •?T y �4�.'� '
= g - T . � fi ` .f � ' •�`'a ,t ��i �� �l!a � �
'r. q'.� Y�� .__ �4 - . . � - - . �-�% r" f �T�
. 1R . . y�... i�. r . � * t j
- . � rs� Sj� ` 1: irs �� �' �� 3�
��. - - ' . � a =� '*t , r�' .;,rt, �R.p �,. . }*5 's'
� .
,' . i �-. $� f� -... �i � i •_.�.
. ��
� �, � -i �, � ' . -y, r ;s- � i
� _ . �Y`> .� � ..YF "�". . f/_�a , �aul���' � x '.,t �����
R�ti ... � �.y.
�} �,.,,a ♦ ��
g`h';y
�''.�T ,.���M-� - �