Loading...
HomeMy WebLinkAbout02-05 Horizon Constr. Airport Business Center - Contractor Yd. - Shawnee - BackfileGENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted specifications for all work to be in accordance with applicable Standards and Construction Specifications of Tie Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authori{, and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call 'Miss Utility 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Aatfe n lion Engineer and/or the Owner. unusual subsurface conditions encountered during the course of the work shall be immediately brought to the n i �yy of the En 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed: 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibiel . 7. Cutsheets shall be submitted to the Engineer for approval prior to orderin structures and start of construction. PP P 9 or road,and offset hub elevation. g of atilt structure elevations at centerline N9 cutsheets should show existing ground evutility, FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. hater and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8, The Authority's maintenance department shall furnish and install all water meters through 2' in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the AuthoV.s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8', 3/4' and 1' water services. d For all 1 and 2' services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addressed must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20 of fire hydrants. Fire Hydrants are not to be obstructed at any -time. ViRGINIA DEPARTMENT OF TRANSPORTATION V1, All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety do Health (VOSH) Rules and Regulations. V3, When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design con be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. J' S. $ i. z t; r tr b M s' r1 n ' A > to I 4. ,,.,;k..,.?...,Rs?�iSf kl5i >,. ,w:v: ,.r :�. .,. - ,d+s:n,�".d.,.�, 't$ t <,_ •<.. a.4`x'-yla�ersP .a'rtre, �5':;il9�E�•�'- Sn`..�'.,.. „4� e,-, .,:f a,�'ra'�, n?'�C '�+°_Je`, x: "k.�'fy -k '.:.,,. .:,?.=N 'fF,",: `- ,+„?.�, } Pruposed usu. Gointractor Yard V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specked by VDOT, VI 6. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specked. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Vicinity Scale 1 "= 000' January,2001 Frederick County Sanitation Authority P. i Box Virginia 22604 P.O.C.1 / Alleghany Power Valley3463 Virginia Terizon Winchester,Virginia 1 .:r' , 22604 P.O.C. Christine Strecky / P.O.C.Larry/ / Adelphia Cable 1039 N. Frederick Vinchester, Virginia1 i .61 4.P.O.C.1 Brooks Shenandoah Gas P. 1, Box 2400 Winchester,1 if it 869-1111 22604 P.O.C. '1 1 1 -. A EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been install in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision sho➢l be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel finings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record stall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) individual subd`nrision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction, 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and iocal ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -king in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Owner/Developer.HORIZON 1 'f P.O. BOX 574 ROUND PHONE: 9., 1W JKJW=.5 SheetProject Number: REVISED 3-9-05 - PER FCSA COMMENTS - JDS O4 fat co 7 / t 1 'sk, 5)8' WATER MINER FCSA TO REMOVE EXISTING ` 36'0,APER WATER LINE AND PROVIDE 1' WATER SERVICE. � n} EX. ARE HYDRANT R. ELECTRIC PEDESTAL EX. TELEPHONE PEDESTAL 8' CONDUIT- 3' CONDUIT END SECTION AND EC-1 REQUIRED INV. OUT= 694.5 66 FT-W RCP 0 2.73% LOT 5 64F-1-5 ROGER J. CHAVEZ INST. #020011056 ZONE: M-1 USE: IND. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. 1' TOOLED E HAND RUB FINLSH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL SURFACES. PLANT YELLOW ABOVE GRADE FACE OF CURB � 8' GALVANIZED GROU ROD. BOND TO POI. 13 STEEL. REINFORCE TIES 0 V-6' O.C. 14 STEED. REINFORCE BARS 4 0 O -4 41I Cn 14 STEEL TiBNFORCEMENT BARS 13 STEEL. REINFORCEMENT TIES 0 1'-6' O.C. LIGHT POLE LIGHT POLE BASE NN COVER PLATE rt,.Jt, 4NCHOR BOLTS FURNISHED KITH LIGHT POLE BOLT SIZE 'RUNECTi(MI AND BOLT )RCLE PER MANUFACTURER'S RECOMMENDATION. V-8' 1 CONCRETE BASE ?V.C. CUM AT 2'-6' 3ELOW GRADE TO PANEL TOTE: ILL UNDERGROUND WOW 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL to /Aq 1 •: '97 CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT BEARING CHORD C1 75.00 75'01'56" 98.22 57.58 N12'24'18"E 91.35 I.5' SMI2.5A r elmo -g• VDOT 218 i- MI COMPACTED SLOGRADE HEAVY PAVEMENT SECTION Not to scale EXISTING SEWER LATERAL EX. SAN. MANHOLE RIM=697.11 INV. OUT=687.00 2' SMI2.5A - 8' VDOT 218 i- WELL COMPACTED SUBGRAOE STANDARD PAVEMENT SECTION Nat to Scale LOT 3 64F-1-3 DEBONAIR DEVELOPMENT LIMITED PARTNERSHIP D.B. 746, PG. 517 ZONE: M-1 USE: VACANT VDOT CG 2 ap 2" sA/-12..�A 8' 218 zc w�co�r,�AcrEa sve £ I 1 1 I t 1t I 1 1 1 1 1 t 6 FT. OPAQUE FENCING TO SCREEN t 6 LEYLAND CYRESS I EX. SANITARY 48' TALL AT PLANTING 6 FT. OPAQUE FENCING TO SCREEN SEWER EASEMENT SPACING 5' O.C. OUTDOOR STORAGE AREA. i D.B. 693, PG. 430 N 3 9 °47' 01 "E 40 3.6 2, 0 : D in x-mac-mac --mac x C x C M �- u; ,,; .� 60 • ' ��.:.L. 25': SETBACK I 1' WATER SERVICE C.O. W S.F. 16 = VDOT CG-12 .704.25 � DUMP$TER PAD • �$�Nr . • -- ." ". :. ." . -: • - - -- : . - :. ; " . ' I - : , x I Z T = I ° _ 1x IN POLE MOUNTED HANDICAP PARKING ZS .SIGNS INSTALLED 'PER VIRGINIA" " - : I p STATE CODE SECTION 36-99.11. 00 6> 0' 8 0' 8 0' POLE MOUNTED LIGHTING - : - . = GRAVEL. SURFACE OUTDOOR. ' STORAGE_ :.80 - " 5(*. 5 L1=YLAtJD CYPRESS • NI TALL. AT PLANTING LOT 4 . SPACING 5' O.C. - E4F. 1-4 _ m EDGE OF GRAVEL/ ` _ 6 FT. OPAQUE FENCING :. HORIZON HO.LDINGS, t-.L '.: ` PAVEMENT TO SCREEN STORAGE IN ST. #040023833 1 x CONTROL AREA. :. ZONE:- M-1: : STRUCTURE :. USE: VACANT I S39° 7'00"W 540.00' 64-5-1 LEON W. LARGENT W.B. 83, PG. 757 ZONE: RA USE: VACANT i 1 l i ► 'a 1 � !~ 1 �i b ' 1 1 't ti 1 ,!.:, '1 III, I W I I1 Prune codomirwnt leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all baling ropes Remove top of wire basket _- DO NOT prune terminal leader or branch tips 1 i Widen and score hole wall Remove container and cut circling Leave solid sod pedestal - do roots N container -grown, or as much not dig dew than ball depth burlap as possible if field grown N tale 2-3 times root ball width TREE PLANTER DETAIL rosc* Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3' mulch kept away from trunk Sall well to contain water UNAMENDED badcfill =1 Partially bodd'll, water to settle soil, finish bocdilrng Am for water drainage ���My►� ;il�l:�l111 : 6 Fr. "011f- "0 FD'ff PROJECT SUMMARY VDOT CG-2 coo z o�-v ;0 D -0 I K0�(A 00 W (n IF n OR4PH/CSCWE 30 15 0 30 60 ( 1N fEfT ) 1 inch = JO ft. COMMON NAME SIZE AT TIME OF RMTING SPACING QUANTITY o PIN OAK 2 1/2' CAL , 12' HIGH AS SHOWN 3 RED MAPLF 2 1/2' CAL , 12' HIGH AS SHOWN 2 TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 145 T.P.D. USE CODE: 110 Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (0ctober through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. TAX IDENTIFICATION NUMBER ............... 64F-1-4 EXISTING PARCEL AREA . ° ° • • • ° ...... • .. 2.8613 ACRES DEVELOPED SITE AREA ....... ° ....... • - • • °• 2.8613 ACRES ZONING ........ ....................... M-1 ADDRESS • • • • • • .............. • • • • • .... - ._-AVIATION DRIVE CURRENT USE ......................... VACANT PROPOSED USE ........................ CONTRACTOR YARD DISTURBED AREA ....................... 2.8613 ACRES PROPOSED BUILDING AREA ... • .......... • .. ~ 960 SQ. FT. OUTDOOR STORAGE AREA .. • ....... ° ......80,846 SO. FT. SETBACK REQUIRED PROVIDED FRONT 75' 75.51' SIDE 25' 25.36' REAR 25' 278+ BUILDING HEIGHT 60' (MAX.) 18'(+/-) BUILDING FLOOR AREA ................ 960 SQ.FT. FAR ALLOWED ....................... 1.00 FAR PROVIDED ....................... 0.01 MIN. LANDSCAPED AREA. • • • • • • . • • • • ° • • . 31,160 S.F. (25%) LANDSCAPED AREA PROVIDED . • . • . • ... • .. 37,516 S.F. (30%) PAVED AREA • ..... • ........ • ........ 5209 S.F. PARKING TOTAL PARKING REQUIRED (OFFICE 1/250) - ... ° ........... 4 0. PARKING PROVIDED 3 HMO" SPACES PROVIDED 1 TOTAL SPACES PROVIDED 4 LANDSCAPING REQUIRED PAVEMENT TREES REQUIRED 3 (1/2000 S.F.) PAVEMENT TREES PROVIDED WERIOR TREES REQUIRED 0 (1/10 S.P.) INiERK?R TREES PROVIDED 0 TOTAL LANDSCAPING REQUIRED 3 TOTAL LANDSCAPING PROVIDED - 5 OPEN SPACE CALCULATIONS INCLUDES GRASS AREAS ONLY. NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE CODE OF THE COUNTY OF FREDERICK. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -STYE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIl'E MARSHALL REQUIREt1ENTS. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 6. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 MS- SHALL BE LOCATED 3 FT. FROM FACE CURB AND 30 FT. FROM 8. SI PROP. LINES. MAX. SIGN HEIGHT= 30'. MAX. SIGN AREA= 100 S.F. 9. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF ALL. LANDSCAPING MATERIALS, FENCES AND WALLS. 10. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B(BUSINESS), OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 11. ALL PLANTINGS SHALL CONFORM WITH PARA 16.9-36B OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSIITUTIONS MUST BE APPROVED BY THE FREDERICK COUNTY PLANNING DEPARTMENT. LEGEND Q %Nl o � J � o o a 00 0 0 0 aril ZO ° N O - C) • U �0 an r Z:= c_° a) "S F` •0 a N z Z Cn 0 0 07 cv Cr 0 Lo a Wv a C)0) Q' -V 4 J U> N O o W W �c i�(q Zq Z N e-•i Lo 0 c W v� �n o C ��LOLO ar � • .--1 LLJ a a in N • : 0 w _� V) r) NI-16 Z C co 0 v C ' tL w PROPOSED CURB & GUTTER .............................................. PROPOSED CURB & REVERSE GUTTER .. • ........ • ....................... . PROPOSED STANDARD PAVED AREA (8' 21 B/2' SM 12.5A)............. • ..... _ PROPOSED STANDARD PAVED AREA (6' 21B/3'BM25/1.5' SM 12.5A) ........ GRAVEL OUTDOOR STORAGE AREA ................. ° .................... • ... - :: ' •; PROPOSED CONCRETE AREA ........................ • ......................... PROPOSED GRASS AREA .................................................. PROPOSED EASEMENT AREA ............... •................................. . ZONING BOUNDARY........................................................... ZB UTILITY PEDESTALS........................................................... a a EXISTING STORM DRAINAGE & STRUCTURE .................................. PROPOSED STORM DRAINAGE & STRUCTURE ............... • ................ . PROPOSED WATER MAIN ...................................................... EXISTING WATER MAIN ........................................................ --- -; w PROPOSED FIRE HYDRANT ..................................................... PROPOSED GATE VALVE & BOX ............................................... ? EXISTING SAN. SEWER AND MANHOLE ° .............. • .. • ...... • ........... - -^,---; S. S. I— PROPOSED SAN. SEINER AND MANHOLE .. • .............................. Po PROPOSED UNDERGROUND ELECTRIC SERVICE ......................... E PROPOSED UNDERGROUND TLEPHONE SERVICE • • • • • • ................... • • • • • T Z J Z a J � 0" Z � W a o� �o wz oQ w Z W O Z W V V z 9 � v) s Z W Z O -� Q� V Z m O " W $ W 0 N- O W 0 a LO 04 n III O QRV Li U) o rn Cn Z Ia 7) O cV Z Z y Z01 w UJ m fv "%� - .,;�, iFll_llA­, . P. , .. I -- , ,-,�v,,, . ".� I , ., � � : , ---v, ;­Wll I - 11 ., gm-��z i� t*w�­ , - , -, t� ��, , , ",­ , - --, - IT z I ­- -.,, . " ��_ , - __ � " C'. ,1'. � ., - . .1 A, *' "N. ,�,,T,, 411F., .'_�,_"g irt" - ---- ----- - - - - %­,,.;-�Yft, ----,-- - ­li .-. , , � i�,n , '. - i-i -"- gi,_ , " - ��%% �._&� ., _� - , ,�.A��:��,�%R ��..&�,�&j,.P_ g�v4iZ . , M v A . - ­ z 011, 1-1 , __ _v_l Z. 'lW_l__.t_11l� , , - 14�­ ".-Tip.. rg�;�,N _._ IF 7. �T-_'Tij-;A, _­ I, , p -�,.-�,.-r�-_-_ ." a-a-P, I , �. - '. �j 11 I ! iiv� - - � 'I, V , , �w..,i".A_ � p � . Ni ­-.1.1-1. ---. 'g,"q-k, �, � . ,W_ 7 1 .�� _�t.l­_-,;n,_­,' S�­­iiyrlg c . � :k a � ,�!i;F K . O.-O, e56 __,�._. __ .- _ _., .I'- �1,­1_1�1_i --l-w; ; - �n ,K��. I �� �?4.:�",,� ;� u-1. .1 ­__ __ �; - -, -, i �,7Tt-i"',-tA't � : - . p " � g, � .3t,p, __..., -, � % _f,7.:.�,�p­- - ­­ 1 � :1 .i;W-&`� -, !__ ,� - I i 12 _; r­ ,­�',,Dlx) i Mt�, 11 il ._I� i tiz, ��kl-WR­dr_ _'�l I I'k,,- - - X.- "i , �, . � � .1� � - -.7 ii;, -,�­- ` . g ms,; � ,,�� lb�-`,�,�; _4 � .=_­ ­� �, ,;.. .- ��� . .1, " �!, re 1,_- .. - - , .. �� tl 7 � , , 4, ll� I . - .. I , � lf,�­l �� .. - , .. " . f"-1. ::. �,,­­� " "� " . Ir I ,i- - J. :1.. .. ,� . . I , , � ­ .. -11 I � �­-, - 11 I , I ... . , I - . .. . I r ,. , - �t ..�. . w, lg I '.. I , - , "I �t, ... --t 1 . I I � ,. I , � I., i� . . I. , I I ,0%', - - I ,� ., , 11, - . . . ­ -.111 , __- ak�I,. - .�, ,,� � , . : ", - .�, �-� -;,- -�'- �%��,qg,�j 11 I� .zi�l. '_4-t ,��.,�t , - -_ !� �� I "Lii. , ,io ,, , 11 � _* " I 4 .- �, , , - � '. Z� - . el i k, ", - - ,; .11, - - I - .i_77 _�Z_ -.,- - - ll'i:<.�17Jr­,"' __111. ,_ 1.� I :. .. . ,� -W , ",�,:.�.� �,.�i, .'� , 1�. 7�1 - , I - , , . - - ,- - -_ �11 I- ft 2� � ."14 "'.. 4) - ­ � � . .. .� "i .. 't. � , . .".7'g- - , , ;- t , � .. . - 4, I' I I - a .. _,�� Lk�,%�f ,:",��­ z� I _��'..I.i - _lii-7,�,,. ,,t-. -q-,j�v�,­ �'A��F --- , - - , I -, � �'. j,_ ,.�TA­ i, � - , -�;. ,, -. - 0- -,,.%r-",�� n I I �,i__�� -, I., ­..ivlt� � ', -� -11, li, ,� - 1. ­i, , .., - -­%, , _ , - 'o'. - a � - � it -A Mii , - W., _� 1�� - . I I - - -, f, "",..- , . -, ;o: -,4 .;-, I s - , 'm � _,� �, . � ,f�:i, _tF_��'� . - , - I , �'ti , , � I, - Fit . ­.�� .; - " .,VA; , 1 ��,�"4 � , , . " ,: r2r: . ju . , . .1. ii , 'r � ;, � �. � ": ­`,, -­I,,� I I I N - �_ 41. W-P .. ,� - _ - ., ;iigiX i""i 1 -- , , nt I.* - '. � W -1 . , " - 4K. , . �i ll____`,'� � I - � �1­ , - ­_,�­!R - I �. . - - , I I I � � - . , .." __ , -, - I . '� . j I � z ­_'�,�-� z . . .. ..I ?�_ . 11 .: � . .. - - i � nki� I . _ - - - , ,_,� � --,:, , . , I .,f � �� ,.�� I I - �i , . -, I - -,-,. I ­�i - L., . , .191' I __ , � - L �l `_ � _� �iF, - I- �,� - � -,_�T,X, ,�--_'�_-_ ­�l _ _N_ . ­­ t ni-, _2� I_- ___ . - - � T � i'l , - - - � - - __ - : ,; .7 " �- -� ,;,i�� _. " �.. inv"._-F -LI, .Yl I -"-.I i -_ � - My,i� _,�, ':�"&,�, a `­ - . � 4,; �,Jffl, T!'.Q'-T- �j � I ,.� . I , . " I - J, �� .. 71-1 - - I - . - ': I - � ` `­Jl � .. M " . L;�il�� t: - iit?,��,n�ni­4 , 11 . - ,� "", �,,�,­ � 'IF, ( , ... 1. 'V , ��., - . � ;�_ A � - ­­ I � Ti"7,v, � ,6':­; xn.1--'r : - - - _%�I,�!,,,�-,�,Pl�,.r).- - -'� �',� , 7 - " " ­z� , I �� , I:! �,".N"::F3f _��, W:iF_A­ Imi,( ,-, , ( _P- "W. ..� � 7-" V :P!, : - ,�. . - - , - .. T � Mel.'& . JWT ,,- - -, -.V' - . k 1,,,� m �, , . . n- III, - -� -- I -�.�, ` w I.?�': n ,. - �� "' � -i '' - - " T ItFlIll - I " i�.`��,­�,��n, -,.:_,�- .�- - in �nti-'�,,�� -_� :,!���' , I �z .. - - . . '� - -_ -_ _. - .,.;: . ,, I �: - It. _� I ". I � �k. �',,.� -_� k4t.* ,_", t, -�­ ­ .1 , � - 11 i-�l �. T'� � ", _L.� , .1 - ,._,ti�.71�,�­� f � ,T9 . � ,,W 4& � _!, � I I ;��,F, 3- " - zA - W. A ��lk . ,C�. - � - -, 11 �_ IT- - , 2 . _. I !, , , � -, " - I !, " , - ,_, _ I - � ­ ',�: , . � I __ ,."4� ,l I .�_,,, "? - - ,�",�,:. - t:: ,.-. '. -l" , . - T �.-F.��iz'-! �-�,,6"'-- I- _�, "". ]�,--Z­' , ", -,., -:1%, - l'- �,I,il�;;71` -, Jz - i i � I �� f5r.; � "'Ir , _.�.l Iii ;;� I v v - ., - ,.v � I ., , - , � iI, � �__ ,,, , - , I � I'. El ;, I . � I- t�,!.., 7%z _1� . ,��­ � - Lo� �1_ . I v I , , � . � .. x , .,� 4 - I'll, . ��. .', , I �_`-� � , � �l"' .1i I", - - , �,__. - ­ I . ", . ��rm ­; - '!�, - , -11 _. - I. - �, . , . . - - 4" , .', .. : , f .� I ., - - , � , � , J�I,Fil��F I , I � : � �', ,� 'i �-�#1 -- ,� . - � : Ir - , R , I'- , I - -!I�I-,Ffi " ;� . , , I � 4! , J W, � - ._rT A � v .., � ­�,, � , , . ii� . �11'lz* �'!I� I Fl-:",il ;Y�kt , I , 1� - - - ': - -,�- - -� .115,11- ._i.� ­ N..� An ;,Y��';.' �V�7 ',,-- 4� "', � " - ;: it , , . 'r �.. �r_� . �, �, . �� I- i" A,i� - "" FIF i, f! - , � R� , I I - _,'V--- " � .� �, , - � ­&_ ,;t ,-,i��, -,il .11 . I ;,_�� n -�:,i�, - _ !�:"`��'­:� �� 12 - -1 - - -v V.jv ,- ': .� 11.1,i,l ,v�tii , -,- - .,:, , , - - - , . ?j. - " � � ,. mi - �1-`�,.,, ,,, - , i - " -�,, �`T,-_:%� - I I - . 4, � "... , " ­ - ­ ... I � "­.. - - , , .I . ,� , , "i � '�k, "i-, '-.,- ,i - - IT, 'I 1,i - ;_ ,�; .�, . . ,� , *� I .,�' 'I�' -4 , I , :`lr� .� - I 1. ", . , , Zr., iii�&- - 1 , - ­: I . -� ____� L,��,- , ­','i,,t � ­. - � I �i FiYli-_�l ,,__,`_,� , '6_i . - - . �n� I - , , - I a), ..T.. in, � �4 � _ ­4. � _ _,_ - I n 1 - . I 1. . I it_ , i .1 . ., '. - , " "; � -, lIii - , ,I , ,",'��. v - . .!,' , I - - :� . � - , W,4,( , -,, tz, 0- F'.'-': _e--,,� !- __;�,-� . ,� .- -i,- �-, - '. = 1�', . " - , '- ,I, � ., j � ­-_�"i ., -, Z� " .. - �. � p , "' - __,� , �_ _ , , , ", , , . �: , _�, - � ,� , �,,C,, � , .t , � t _� _,�.,: mw , ;,:�,�,� , �� � 1. � . , , � , ��iiil, - --- : , - -�,�je - , _n'. I - 11 I? - .rwe 1� t-1-4-o-z"ll". 1?61�', - 'N.- - - .W�� -, ,,, , ."� i : - , I �_,� - ��P:. ­� , i � _ �,.. ,....�F _. . _­ I ,ni n -, * , , - -­ Tjq�, . - w ,Z. '' ;,�, . ., �: ., ;iL ` �"_*_�,_ - "', - _,� , , - � m � tI 1,i,nf--!;'i .�,. �., il�ll -;,w=.I �'�*ll 1�`;_�' -��-�:, If lv_,79! I � .- ,; ­-:ii -, .- _� I ll"�,V_ ,;�,� '�' ;t­� � � q,�,4, . , i",'."t. ii�, m 4, t -: �` ,f, ,, . �: 1�� . .1 , �-:, -`�'". 't,7 1 1 , - '. , _'! � - _�. ­; -,I Alf ­ I, P, -.� �,, �o �., '. - , I� .1 � I � , -� -� ��t ,- - -, - , ,,� - - " ,, .- �Hl� -11, . I .1% � , ��li.11ll I - t 91-1 ,. " 1� . �1_ , . �,I_i.� _ . . ., . - . 4i 1 '�, ',� , ",,'.Ilk, .1 - � : - , --- I n, - I , -m I iFal 7 , I . I - l_j­ I ,,' I, "I ,�. , , c�-;v �, , z- -, '.lnl,,�,;�_, 7MM � i�, , � - I - - 1 � I . � - - -- , - ,�,, .,,.� ­' , :. I ­_ , , �'. , I ��," . , - '.4 I �'t - ", -­ - �ii � - , 11 - - - ,1�p , -1, - �, pt , " � .;- %" : . , ­. - " ,� . - 1. ,.:xlA.' 6 - I - 1: - � , ­ 4��, 1 , �it . . " ,, .1 . �,i l?lt � �. ... "I � I I I "; :_' � , ..H,il =. ,.I , . � 'J:-, - , I . . 1. - _,ltl,�, "'. - -7;�.� 4 .� , , . , - .- � - I - . i)�N , _ - ---- - I I � , - - - ­­ - - '%, v- ;Y 41- ., I It ," '17 %Yl - , - � "Ir - - � - :, , , - , � �, li�%'_ , il Ilk 41 ,',�, � - -�l , ;s! - , : lF . I - �� I I - , `&, - , - - I �.. .1. - .. - z � �.� � :. ; _jlij, ,­�� - - - �i, � � I ': ", I � I t- 1-1- , � ip i l' _1 - � ��-_ ;:- Ii., � ' - ��; I 1� - , ; , . � � , - �". � �- ". ,". :, ,�! , - -; i�,j � , - . R . * � , i � .. ___ - . �l ... - � ,�', 7 1 _ . .� - _i`ft , " . - .. - . _1 I , ,�, I . I - .1 ,A -, �� - PA_ 'Y". � � _,'I�j " I - � I ll . - � I . - � ." . - , - � . -, , - ,�,�� ,,, I I . I - 1� - -u OE� ,-�t , ;' j , . . ,� - , - �, � ,,,� , -, - , I� ff . I., - Z.�� ,rl I 1; . .: �_ Y - 11 -1 . � ,� ­ .1 ,� - . � 11 ": r , -, �­F -� ,: -:!��i� , . v, F �­ . - - P, :�_--v - -,, 1. . � . � -r �� ktigg - - ��.-, ,3��__I" . . I , :, . .. I ,::� , . , , i _�_ , " ,�,- x4Ie�� , , �. - -,.,f . _"",�,_ � - ..�� - , - " . - , . , � lk "... , - , Z. 110'11t�- 7 , "* " I ­��, �_,,F-_ � _ . ; -,:�iit, T�i_ :,� - M , - ,, X, in , ,:�,_ �, I " i,, - - - ,A r " " � �K' tli Ni_��j - , � I _� . � ,. , . � ., . �, -�,�! ­ _ ., �­ , " , - _FT. . " ", ­ _�,, � � . .. � - _ - �. .- ",. - 1'. , ,:-, " �l .� I N.- ..... . . � , ��' i . - . __ . - .� i I . I- �.i_'__ , - IM ­ - I I �;-, �7,*�,�.-.. "-' , .: - � . - _­ V�, --- - ...... �j --- �1. ��:_11111�. "" ,i,,- " - 5� � I � - � ii .., �'--__`; ��,_'_F - - - :�":,r�� . , , 1 ". , , ,,� � " __ - , _ - 4� i O.:", - - - - , - - ., ; -� ­1 "', ,. � �. i'-s -,, ., !Z, ��.- �j��_, '.'_ ILI. -,� , -F�, ,��:, �-, I !�� � . ?-., i:'' t� _., .� � � � �1. - ��­, '�'7� I , . . I 11 4 - I - . :--�,, �?�!:"� �,lm�m.,W,,�.y- I . -t � ", I , � � - ,�, . I - -I- `n`In"'4rL � " .""" ' � - � -1 . - - -ly, I _� - . - � " ,_ � , , � I I - 'It - : _.-r�, . ", ___ _ .%�� I - , _X_ ." - ,-,,,,.,,,-, . �Qi� � 'L. I __ 12�Ii...`-_ __1�11 0� �� � , ;, I'. , . I - i- eiti: � ; ­_�.�l gj;�j-117�,-�M�L - 1­� q�'�' .0 11 - - - I I" - !,:­-!�g ; ::::::: . I 1, ��­�i �­­F -;� 1. .i', -, _�,,,j ,=� ...... � - - _iiO -­ �1� �, � � -1 liw , � , - - �. � v �.; - I 1. : ! . .,� 1, I I _'. I 1� . ,, - ." . , , _ _ ..� - ii n?� � - , W, � . q . . . ­:­':,-,, , � : _7�4 , �. � , ---`,'��, . I ;� I I 4 __ , @ - - " - I ,,, , �, � - - i , j - __ " m I. �­,-,� , - � :P - -� -: 1. - I - I - - - �,,, 4w`il -i. - � �. .. - -iq,'S�.�. _­ ii� `K_i.-�" ­ �� -j��Z�.q_ c-,j ­!;�_ - ': � - - .�_:: ,e -_ " - ; � o ­: ,, k. _� , =1 F� 1; ,�'. " , � i- 1. , . - - , � . I , .­ - " ­ I "! -, _M i,�,� Tt, -1. . ,- m_ ,�' - - 11 -.1 � "��, -, -:� , � �� � -.1 � tin . il �1.3:, � , - , - , - , . "it ­ F - - , , 'i , " . il- , �lt . W,� sMm:l.-­',,.�t, 54, ��*,. ,,-, , ,, - , .1 V� lilt ­ . , .1 ., lmy,-;�:, - I __ , '4, �l _,;-w - , - - , 7 '. . A - , 1� .",�i ---. In-, . ­11. ,., 11 " " , , I - .'l(j§,t_ -1 � - � ,�_Fn �- 1; _ ,;, , �. . -_ .:- � t I _! "I ?� i�-'_ -Z.: �� :�, �L, , " . ��, �a , I . ,�. - . 4: . ,,, . , . ,:L R __­ .�A�?, lr.o�_��!ii:; -..77- I - : ". �l I T� - ." - I I I � .." -_ , - . - . �,U_ " -- - ��2 '�_ - ;�,. I �!. , ! ,I ..""l--i I . - I "" 'k ` - -� , I � q, - ... � ,,7�. � 1: _,Q z . ­r , ; : i. .. � �, ., � I 1. � _1 . MMML , ;�-�&-i,-,,i�,,;kl���"",x"���"'�', �, 1ii, 1"i- ­ q,�,Ti, , I - �-:=�, _ I I . . I p -1 . I .1 . . I - 4 . -1-- .. I -, ­ _- Lm_'­l4;i";,iAi,.t­,�,ii __ __,�_ -1 .. �, -,,-I �: - in 0�, �.'-4�.%:��,1-,-Iyi.-�l;"."f)i�'.�� .." ­,iil I .1 I .. �Z!�, � - -1 I ­ �� � � � � - .. . �,� ", . , - . ,,, . 3; 1, , J ­1_l'.1­,r­ I I ­_` .. vi ., " _ d; , I .- , 1� I I '. I, .14 . -1, I ., - I . " - not, �._4 � - I , "i �`V - f ­4 - "" - I . ", �_ .. - _ , , I., �,-:�, '�� m R��Wwf ... �4 - - "id : �­ ­--ji., a " .. ii�l w - _� ;_�,'!4 - �­ - _; .,4-.� � �A , 'I, , ., : .� 1 1��?Jll'%.l . - - � - �,. -'r - i'.­� "­,;__`�.,*�- - - , .­F'' � -­i,,,ict��Z;5FL&_�! A;,;�k"i-7,��-�,,�,,Z..�, - -_-� - s,���, - -11 � .. , 11 ­-, `­1 I _lt�­ 4W�1_1 �__<. I �, I'. -, , I _.." . � - - - Zt,;ii " �:,;. _,� ",---ti'l� , -, 2' -­ - - - i,�__ __1 - s ": ". 1 , -N Kaj"-�� 1.��, , ��. -;_�!,-Y'_ , . -, - ­ ., I _-A �..,�,� I!j,iJ',��,_­4j­-.j.. - _'_�,-z-- ,-.��.,,.�,F�, -, - �, ,­Iis!,iF6­ - ., - .�­,­,��:- , --,, - I ,� - . - - li�k� , '4'��,'-".',."�'-�",,�,-.'-�'-:_.V.f,L,,-., .- - - -- ..:t,,,,,;, - - �­ � . � - � , , , ,.. , - ":,��I:', '. -, �, '� gp22 ' �* I _ � _ C, ­i, _1 __ ,�7��WP�F I _V_ - ,�_�M��: �it�:C, i � jt� i �l ' I '._- ­ ---.- , L , � F� ,_ �.�_ , I - �, .. _ , " , .,- , . , k �:: . - I Y .-f- �-- ., � -, - lll%F-;j._ 1�fflb � I - �­_'­l­._­__,., m �__., -4 ­11 1, � 1 I 11 __ I-- " , . � ill - ��i , , - - ­ . :� 1:1 , � 11 - �, _,iik, � _ I , � , .. . ., _ - � . -, I_, , , - �l, _'ll I - - � 17 �_..,%­­: -- - 0 iz�.-x­ii ...-,s �­r.%­� ...... _,f, - - _­, '"' in . , , , . .___k,;,_�li_i_:'­":,!, ­1 , I— I - . " � , , _'llvl!l_E:,__l�__l - .-T, K " -1. "A,, .1 ,1� - - -6­­ - , - - I - �W 1 IINN . " � 4* - R*.�.1;4 11�4 9 ��lv­­Mw, .;�AIPI_ -�11�_ w � A1�7 -1 - � -;, � �_­ .,� _�_* 'A . i . 1� F. - ..',_­ - - , . , - 10 _t,4.. 7; �; -1 � - :W ____ - - - k, - Ift?, . - - .1 ,. ,��, - iiIilt MT`�.l , , ll;PlITI_4 -_ - - , ", � , k,... ,.' � , "L ,- li� -i �� ,�,wn�4 - .1 ­-.1-1,11- 6-II:, - , ­11 I 7 ; � __ - - Al", it, ", " ,z _�M � - . - W_ , ,ifiv��.',R-­­ � - ,., li , , ­ I , h__ -1 - -1 - - � , " , i - , - TfR - �1. .�- �!F,,7f­ ,. . -, - .. � -- - - - . ; - , F, * - :- _,� .1 -,,',, ­_". .%, -.11 �.. ,;. 7!.,7� Is! , , ,,- , " ': , ,� " .1,11 _�, ��t, .- .n. i, I,_! � . . ,­ � � ,� w._,ic-.j,P '�i T, -, F �T.,`;,., .�, � �% " �L;j ,;� . . I _­ �i_*­,.­ . - , I . �: - - - - - : , � . -- , ,,,. r" _�fT,�,�' - - I . I � ­ �__ , � , .. I ;q.:, ��, " L=i;_ i; � . - � - ,�'. , :_ , - , __-, : _,,,: �, - - ll.,� - - � I - ., �l 'm- _.-T�­[­ , , - P. I, , I � I , ­_­ I 'v "t� ,;L:��­�- '_ - - __ ­-, , I- - ,t-�-�--,, �F�,_i*, :, __. - - ­­ � , . F� �� :� , '. � ______ - - li,­..Z­ 0 _ . 'I- ,��L -, ,;-, -,-,-,�­, ".- ��L�n '. '�11;�rl�m_�_`­ - ____7�!_1_77_�__T_,_�=i_ ,_'�;��:ti,�,�-.�,-, �., - - , - I _­ , .. 1­ -�� . - � � I., �- ��, -;:i�.:llz' , , ;�_l -,,�,_,:, -, �, -� -:.-,-,,,. , - I , I -Z - - - --- -- - , __. i_,-.�-1 - ­-;�­­ � �` � 1� :T�_l ,� .-- -F ;i� -��7 " A I"- _�� I �, ;;,:�T Ill, _ - , -- -_ , ­ - - .... �� - -_­-� ­-7 _t��,��- - ­ -�� - --- , , I = 10 -,-. ,. _-- - � - tM! __ �__ � � ,, *i.:�!�� -. � - miic�7 ,,m, -� 77�­­- t----:­��­--�,' I ,. - TZ z -, _=_ . ,T� � I - ', -, " �_ ­�� I.T --- il - :�.-n_ ,�,,,­ r'rt,-- ,I , ;�::tl._!,�_ - I � - -.1 _�7 _� �' F;,.,T - �­ . , - ." - - .1 ve� � .1 .1 r- .", I�-- --.-. -, - ­� " - ,.- .1, , � 41�t,�; * , - , ., I - .�-' -,. 7�_,,, in, . .- - , I i.:� - _; . - . . , 1. - , - �t 1, , , 'i, , : ��`,,, .i:','­­,7' I _it_f�� -I ': - i�_ , I �8i�, _ . _ , ­ ��, ,'..i�'_ �W- - - �*_. -,,4___, Tifi;�,­-:,-, _'. '� ;�z ,_ ". z," , ��;�'-% . �. - I . . - " � I � I . - - _� -. � ­i - , ei� � 1, . - z - I , - . I . ., i:._l." .. 17 , ,I " , . � . , - 4 .w - , . �.. ,F A . ., I— ­' F� -t%, -!liz- - - " -, ,'�V�M,)!�, 7 ., -� :_'t. __ 11i n��,�,,-- _.,�� , ,3;�:�. , _�, . '-� 1 ],� , - - _F - " - - ,Fw-, - ,;it � - - - . - , - , 1-- ;. , , ­�, - � , :t - �w '. .�, ,L' F �x , ­�, ­i-,i,.-,,�n;,, .,-.;. .� �- _..j,v';,l. ,T.­,tl� , " " I *v_W - . - - 17] Pi, I I ___ - I . : :1. , "'IT, il , .­,�,­­�K � . 4�1�1 _F , , , . WWI- - 'I , - �4",��,L� 1 � z - .,%:��,_��'N'J.;-, �' i,;: ,� ;,t_`-:- -, � - , !;� ._., :&�l ­iiFF"r�� -44,�,ii��,.- �. , _.- -_ _�4��tl;,41 , _" "­+ . ., I X , -;r­ ,� - , _�, , - - 19, m - - __:_ I ­ _ 1. 1­ I L6i �'4' . -'I:._X',;' "'J.'F" 1 . - , -11 � I , i� ,�� .���­ . � , � I .� _:� ,­: . 1 2._�' 1 � - L _i:�&',,; , M, I _lli:�­'.li IF.- __; � A. ... , , � ��, - _. � 'Af+ " �__ , I � �l � I... . I " _ - . . �, - -]�­ , , , - . ���,o, `­ 'X' , _;*`�' - ,iii , - ,� � I I'll __ pti.r Iol ,T tf , Pit `_ _ - - , j��- _19 �" �� 11 ,,.... - . , I -, �, �M � _1*1 4, �� �j . I - _Aw, ix __��-, I - 713m;r " I - - - � , . , � __ � & � I , 1., :�.!; e- � � I I __ � "Ill .. , � � '­-_,i'L , . 11 ... ,��. F,4 1 I'll- 1, � I �lmt, � , , � ��, . - , , , _T,.�, �. . .. , �, - . __ �� " - � - ... - , � �- -i - .- , ­_-',�-,-­C­ . I '­;�.;, . : -n­_;�Q��. � , ,­�', . _q ,_� - �, � .�,l - ,,­� " --�­ ­,_ ,,.;, - - � 1:t:�­ - - - I . , ,� �l ii, 4�, � - . I 1. 1.�: v �91111 6111, � ;�4*z�-�'7 �' i.,- . I ,- ��­.. ­�":".�--, - � , , :T, ­4�.'; ­,-, -,' ,�;_ 'Y�F­,!�' -, -11 "_,� t", .i� - . '' I � - ... , � , " ., - _;I,;F�, - .�, .11­1 ­1 ­1 . -1i . 1. - - , ': :�, - _,;." .D� , ­� -, _k, - I - . � - - , - � z , - we, - i r-. I ,�,,�,C`i'l . . � . , , .�,,­_,� �� ` -­�:I�m�- �',,;*� : �, , -it ., -1 - , ;I-,-, .". �i ,',F�i,, Z.- T - -1 . , . ­ 5 - 4z .1, �,W�nm &A - . . I � - -Za' � ,_ _�_;'_,�� ,,, - t . . . . . . . - " -45m; -- M-11 , , - 'R �, :rz�` L .. -, -,-- 1. , . . ­ � _ ,4- 1 - �.", - ., . . - .� . , i... n .� WAV_- - 7, , � M , 1,11.1 I I �11, :41�_ , __ - , I - 'i , P_�.� __ - - - pvz- ­,*.-. -, , . ., ". ,.: _,�," � ; I' � --`,._-l-,, , ".- � ,.�'-' �, ,q` _i�l .. __ �, 1. I -1 �� , " - � , , ', . , , - ': ­ - . . I I MQ 1. - ' I - - --: - "I - - .,; � - - �,��,, -: :, , " F" - - 1. -. .-:.,.-, _ ',_­'4 ­11''L .4" ' ' " - ,.�:,,j�� _�,n. I �, �'. i'. :' -:�' �,`-` - -- - �, i�, " ,��,. . . I �. - � . �7.1'. '�:_'L '!� _p, C10, � �,_, - ­ " , ,,',�:�, I ._ , _ I __ . , , - . f - - ! ,. .- ­ ­ ,�-­'�, _�i. . "I' ." . , - _ .'� a .. lii�tn. -gn , � � . i:��i , ; �:.4��.., �, , ; - I.- , ". T­', -,;'. ­1 . _2 C- in. _, J" - ", . 71-21-6 - , , , § _- .1 e.Ill � i, - - .�. - � -1, , _� I 'M .- - _z, , .�: -_ ,N�!� .. -It- I, '. , , ,,, . - ., - �� ­'�. I - � . IF - ffilrl,�_Yl` -.f- 1.4,11, It I ­:�_ll �bd -I 1�a. _14_7 _�­�­U �21;zl, 7_:___ . "" - - - , - _�.'_'..iic.l li;��I_i4,­:_ -,�;�t�_�:ii:�l _� _ �. � � -­ ,�r�,,- . _;__ _-!, M�_ � ­'­� _L - __ _W�_,"--`.�­Z�, ,�_ ":, _.__ . � " 9 -�-- - - . I . _. -.­_j-.­I_,, .. � , - . _�o­'.I:i,�,;'.�Fj�,, ,- __ - '' , '�_�!i. ., ,Ti74�fal­ �,�jil, F -; -.;�'ll _4 - c:I :-!- -',:, i�z,F:i,;�,, i. - - . 11 � - - - - ­ 9 I _j; �'. � 1� �l A­,,Y�'i , -W� I. : - ., 1: , �_IL, - -, , , �_ , -, iT , .--P- ;,,��. _; : -, -.. - F ,- , S Y? �f-, - ,, �- : -, - .-�;,�, ... � -voi x �. , , � m ; , . , , , - � , � - . , - - - ; ". � v i, - ,- .. , _�li , - : -- - -� :. -, ",­-, v-1 F­ 1. - , I'— ,11 . j _ N n ,,, - � .4, i.al R'_I�f - , . _T�! ... , _;� ., � , '7 . �.. 1, -ii�:in, -, ,, -.. ,; � - ,.._,-� - � � � I I mr ,.� - -, - - . - , ,4 1 � . ,� % �,--, ,.;, - � , - , b, , I - , , �.,� " � . . . . , I I - I I I I - I -_ � - ., - - , Z, , - .. `­ .,Ali�N.. 701 I Q vl� �.,­_ - , _­ �"`_` - , 1:�ll - - :,:,),; - . _�,� � : rW . - 11 . , . . 1 ­ ­ 11 I (k , : i .11, .., , �­ -a.z-` 3:��i!:'�!';;�� �.'_­`,:­­ I . ,-, - , . . - .,t, e7� � ,;I, , 1�1 ; - - , - , - - - , - . �; . , I , , ,. -, _11. I ";z'. � ­�, :� - , ,, '11:1 ­tL�r 4 , *3 � ,�, '� 1, , , ". � ­�.­; _-.'� '�" 7 � , ­,-�,,-�-! * i�� I -, __1 -. n,,��-,i,' - - , ., ,.. , , ". 1. - - ;__ i 1 _`,�4'�, , d . 1. I I _�* ., . ,V ­ � , .!� . ", . - . - - w . ,� -,��, i I 11 , _ �L - , � , I'l , , _'.; , - - ., .. ': - ; ., ��, � -4 N.- � ­Lt � �i"n� , q . _ �, �` . I I , _--T7 ;mv .,.,P. " - . I -4� ,`I�`_ -�,;t�.�.' -7 , I ­, �, �_F� I... � , , � il�"ll I '_,�.� - - - --- . , . -,��,_ �t -- J I 14 , _ . ., - ,Z' ,-, - I N � '.. I -1. � I in", ,-, 'r , . .4 �-� 1, ti-ail'- i - - . � , .,i , � � . ; �,.. �,, -st . , -_ , � . r I I I - , ,� � .� ii, I . a , �' Ir ... � IF -.1 - . , �, - - � � , . I- ,N:l 1_11 �, - i" L4. "'�. I , ,ii;;:,�­ __ . , ., `- IR , �, _��'-,,!�� .l , I � ,. jr, - ". 1� , - , _ - - , ,,�­,i� II� , W � SiF - _ ..,. - � 1, I ,��,,`,�­,.� , ... . - ,�� ­� � '­ -"-' '_-Ii ", ....- `� -, -_ ,� ."";:"-� -� I I , � - - - - " � - ­ --- - '�� � '�"_ I .� � ,�r.� ­:;mi�,_-i-­i:U, �j� - �'_, -, [�,: : '. ;, - '-' :. -_ _.",;..F�_ n.. '_.�, ­ , - ., � 64 . , - - . , ," ,T � ". � �, -_ .,�,,- .- ". �,�- -1�1 ".. ". , I n:,_� j . -.F, �'W- At �.0,4-'Jt, --�W" ,� ...i,, ,� .,�. I . � , ,_��.. 1,; 1, , , I I , , � . � _,.iS, ":. �l I,, �� " �g,ft,,�, � i'.._, ir, �_, IF , . __ - ;C� , :� e - - i - � � , . , ---i_i_- ,--, , , , - 1, `1 'i, : "' � IT , , :�. ,,:--J:,ii,_iv._0�t i _ f� i� � ­._­:�-.�IiI � ,�,, ­ _��j, "., �­ - , , , . I , .- .� I%, . - .­ :, .":1n, 1� .1 - . . ,�­ �l - �l 'I" -, - _� �, , 11 ,,�, ,I � - I - � IF i. i" �,� , I � , - - - , ,�:�,.'-� , " t I , - -, - -, ,- - . _..''.-I F, - - . I x Z 's - - " . , 11 �oi'.,. - . _1�1 I I I v v, ll"�W , : - _,-.,,,.._�n,,i_ " I T,4�i �, 1. I - r R-1 �Ft�-.Oiiit �� . ­4, - � ", � - ­; I q � - - � ,T,� � '�;. �;'.. n ;%,!'' - , I; -'. ,� . . , - , , ,�� -f I I . , ti" � , � ii.z�salS. z I'v '� L� �g ,��-"��.. � L _, �i_ � -1 � � �,:, ,�',- - � :,I-".:!i . , , . .;ll - .5 � I , ., jllil '- ,,' � "; � ,. � . . ,q­,�,�, ,-f,- � � , I r , F,� ,-i,, �,,- � . - - ". n, ., I � �- �., 1% . - i7l., , ` - , , I , �) 0 ".- , ; ," " -..,. - - i� - � � , �, �c �.C, 1 I e __ , ­-Ir. , " - I �_ � -1 - t."_ - L I , -I _­�_, - , - t.� _., , -, - I ­, i . " � :� , :�� '4F, - W, ,,M*_,T_'� .,,�, _t�4, I ,::ni A -";-F ': -, ,�51�_r. -1. - ��,,�� _i; - . , � , , _::��,F_-_, 11 I ,- - . - ­ - 1. _ - �,� N _I5lA-_F4P1FF_ . '� . - " - , , -�f " ; , ,. - _� I -, . ". - - -- ,. ,k, , F " - - - _� ,., a - �. ,--, � I I � , , n4-j- i,-,�;�,,4,,', �­ :F -,N,:�� 1-1 , 1 ,7i,, : ,_ .-`,,�".__�,!�,! ,�,,_i,­Il-j,-. -��i:.'� � .. � _� , I E .f - � I � W, I � , � N� �L ,-. - , & "I.- I: 1, '' 1��, - 1. . _1I, ., - , J.j ,-j"-,;I,:r , , -.�� 7I, li­�, - - _._,.i. '. _'? ., I � .... � r I t I I ft, �, ,,�,I,n�'�"K;',i�; 111; �11 � , I m, _-"k--- _; ,k� ,2 . , , � , - �� i, - � ,_,A?Ijj' i. A4 -'Q.4 �. ,. ., n. F ... � _ �l � - I - �� . . - _­7,__._..______bi_ - . 7 L , , �_ . I - �, - -, - - , I,- � , " -, , -. , "j. t,-, �m '. I�. �,�;,T I .i .i � " . , 'K , -, ,,.,. ii,-,11,1��l I , - , , , ',�,,�_ � - - - I - - - il- _5� - - � � - _____ ---------------- X____ wo �� l �:, , �'. . .1 I- � i__, .. , , ,� "F-.-, �:, , I I 1, �_ J 1"I'4f , ��_ I _. ;;_:Z�, � _Mrs n - --c- !��', . A.f. r , 1, - t _i� i -, . . , ;t" , �l R, . ..''ll-_ 5A �­�­,Tr,,. - ,� - ,W,,iq ". , . �;7 - - ',l.,:l­ ... � � . - : � - '' _.,�� ` I� ... L - -ii;, __ _-._�T�,, :� I . - - � ,, � ��t- .�­ - ir, ,", � . .� I , Ill.i"T ALn, i f., �,:'�"'' -; "�' - - ;­,­, - _:,­*_�,_,'�.", -J- :"r _ ,j 1: " i ­,�-­-�­ �� ." , . - __ " ,4�Rz,�,!M` -, 07" �i`,. ­ , :��c , - - � � " ir - - �m 'I- I li " - ­ 4 ­7-t,:,:�:, iiagO r`yt,�-, ',-';.�-� '- �;­r,, - , � - - " - 1. "jI,,- -,,-;, ­- - � ., ., , , ­ . ­ . -In r - - - ", - ""' -'-' ,_ ,. �- : - - - , , �� . _ ..., - -:Pl Lk _�-_n,��.-�e,�_,._',��,_ :!�j!.,)'g �Ii , 7ZM-��.,�'­,'_- " - � �ik'-W", � � .4 -_ . 1, T v �, . I - I - K _lr!'n�, " -, ,;, ,, _. ��_ " _7?,I:._ . , ,. � ,. - I , 0.7- ��l -� -­i­l I , . �_ �') �_ IINA i"k-, ,i , � , , , �� -;f�, .�-,- - , , 1 t`4 Irv; L �;�, I I 11 #' I I , . 'i Ml,'­` _t­`_"i� "i a ...'. - - - - . 'I I ll.� � . " _ rift" ,� . , I *1;1.7,�o I � i �l , 7 F il� � , - "" - , : � "flL, = - �, ': - 1��­ -t�t'!8f % %.Y. , I I . :, �:,��, _:� �T,��'_' I -im".- :14,1',�W , � - "�. 4,17 ,. , I ��? . I t. �� ;c , __ . �,__r�A_16 4�'.g�l �,:, . , , � 111 I ­ � �,� � ffj�,­ ��,. f., , Vl'�,��_tr " '.l.,*_4 .�, -::,�, - -�;, � ,�'r ... � i,t`� �_l'_,,;'.11'.l . - � , - ,,, , _. , , , M., M :, - .- n..., I , , I , .1 l" 1_1� ,. � 1.1i.'i . , , ...: . - ". I - - : �. - ?,­�:q­-�,. , "', , __ -_ . - lln�bF,.'Al__�F.t�l I ,� .­%, I I '(� " - . , , - . I -, , ` �, - - - ­4 ­� lz ,:2 'i" ,Z .�l , - _5 M .� � -, gr�i"L�� --.-,� i"�.*'i't',, - _� - , - . 12i. : � I I ,J11 , ­,�-A- = --',-F',.,rl�. �. - t �k, 4� 1w - . I - _8 . z ". , � -1 - - .__ j� .. - . .2, - 1 , ". �r . , - . - -;­ . - 4 " _. " " _t�, _­. PIZ I . _":i _7 - _,;�,� �� ��,� 4", "W;7", q . . . � . ` Vl-,l , �'. - . ,_ , , ��, �,� - ,�.,if, , � & � . , , � -- ­ ,� �, ",t;�, �� I- . , - -�L�,`i.,�7,�, � -- � . -, " Q�� �,'_ ',';i,,� �_?, � ^ , 14" Il- ", ; gj, .T� 'T ',�� ".",-, � -� 0, i. MIAT,�,�,� , a T,,-,,,- '� "', ,t 'k�l I.. �, �lf A , � � , _T - . : , t! , .1 , I I � , . � . - - �A,, Fi;', ,�,-,',,�4��_�� I .,-" I. Ir- � I , , -_ I - , k .- . ,. i, _-, � , �, -��, ,,- * I , _'. � 11 . � ;Mwi� �4.ITi_­ - � __- _Np� F� i , ,F. � �, ..(,. �l ., :11 . . - � - " �` ­ V!, - , _', , " -A , , - . ,. V-11 I'll . . -`,�z­,-_­�-- m, " �,�,',,!�,,v-�.J_,-.' - ;l , 1. ­�­.­l 1. -.1-11­ � '�3.; lizz 4 I. . . , - ,0� 1_��lll ll`,W'.�. ,.7­i_�'. f, I �,.%_% ­ _�`� , .1 I i n', � , - vwllwll,!,��_-�,-­;� 1115", `­ .. .... - , ;�, - , , I ., "' ��­it�";-�� - -, � ,-- I -..,I,. li , -'r it. -- �,f� "I", , . � ­.T 7 . ­,�i,.--_, 22"� , ;,;, � I - � I I -, ;�-qCrr,, Egj,z `,Q,.,-,��­-I� - " ,�-�4 ,-�,'.,� ',I , " �, P4 . , ,,,, ". I, 1, - ;�'­ �t I 'I, � 1 , '' . . �Fi b � _ - �', i _�,5�v­,,, .�-, , -, ��- -71_v-�; - ' " 511`f I - _., _i� � , t ,:1 7­��-`,,,., � , -, � , . , _�_ . 11i,_ " ,-..i.� � 1,�� � � , , .,�,,-- '�tp.?.Z�'L -(- "' -`t�:AiiI . , � ' 1 � � � - ' ­ - � InF: , ", , - ! ,f.--.:�, - , _;�, i,-.',M -".:-,:, � , , 1. , k -, "O *= : ,i�,41 -1,11, - % IT ir.,,T.. . �,' I ,. ��,Z,��-k:,ic ,-t � �,,. , , - �. �l ,.,, NEI,` , -F 4 � , - '� -1 I - . - I,� ,- ­ �� . �oF_.:, � . - - - - - , . ,. P. - , , --I I "" ""Ei-, -. � ;,fT, .F t� �,� .-, , , I" .1,1 "I - _... - _ - "ri. � =,,p I , .�:,, - ',� .! _- __ , � , T'. '� -, - ',,Flt, - - w , :, i, , � ". - I -f,�.,�, ,�, - .- .- - . , v -.1, t, . 4 , 11 "', -Al ;,�� , _i;", Fi - , *� ". � ""41 , - '. .T.Ir � ) ,,.i �, . . _ ­ -, T. � - - � .4 , 3.. . jr,� I �2,�e i- � __ 10 '�_J; '* -?I� -� � iii" - t , � �� ;� ,",'i -- -n:� -� -c�l , - i�lx'iK�g ,R4 I L . 1�� I J. I- .r �!� wl , - ) iI , . 211.V'1_1­11� 11--illL .� �. � II - I � . . , " ;. .- - � - �� ----� ,_F, , - .�: � �11­ . - �i n __ -1 . 4' tFl ,,, -� -1 -li, _; , - , .. . 1. I 11.1- ,�,�'.'�,t,­`� :�' _q, i� t, :�_ ��. ." , 1�4;, - , , � , I , , , , �0 Z:i.� ,,:,'�'-,�,� ,�,;n�kl: -x 6, ,:� ,� . , , , - n, - 1. .� , - I , g , � , I , �­­.­ - __ '_ _.. 'Ir , L_ . ., . "C" - __ _lr -1 , ­­ .,�f PI9117, '1011.0 � .s . " , 7h � . ,�ii , �­-!_-­.k,'l,Z­­ 1�1_._ "T ,- �. , � '' i� p", -, ,i T ­- ­ Mi,�ii _4� , ii- � , n'-w-g- :V-'-�-7-P:r ` ­I,�.-. - tA , T: 5 - - 1, I . - ,, I .1.5 , I , , 19­1 Z_ , �� - '. _; . _ ,�. . . �k;ql_l _� - I. 1701" -,,iF-1 I- L -, �2- ,---,�',J`_.,o !,,;A I 1 7!.!�;', � , - k.", , A, __ . , .1.11, _"7,.Y­ �F­ , , . - ,; �-,M _­ .1 . ­-.1 . - - , " � �l -, - -,. -, � S, �­:i�� . � ::, I - - �Qti �1� � 7. __ I,- -,. -4, - , - , 4:U . " , .1 1p y" � '�.l 1­1­��, 1. , , z J;:�� - %,. 4.� , 't " � i! ,, '. I Iii, �.- ­f�- - - I ,, V ­- �- - 7_ ,4, , , �;,, ;��_'nIAW", . , -`,� III, v, ,6­ F. _ , '�L. � I . , - -4R� 7 _v, ii�,;'��',�� " , .f ;:�-� .�, �­ ,.-.. q,. - I,- - - , ,..-.. ;� a � %., -, - _.-!'­�,�I­F.", , I , I - 'I", , - , A. , ; 5?v-.. 1 1, _�_ -j"14k.27 It li�,��'!, ­,X�i�_­nj�� -, -,-�,",­­ - � �. - -_ .- - 1, II O I , �. .- �1�1.1 I .1. -., -n'.1 �T,, " ; - . - ir� ;, - M _. - . - I W, � " , , _ , - � � "I, ; " - - -�?Lz.r - 'V'-­�,g, ­y z � - �' - - _,�,,� . I 11 wN, , : -m . I f, �. � I ll� - 11 , - " , 1_1IF­_:l-, - . �� ., . I 11 ­1 ­11" .1 ., " ir�� t� -, ­ �,� '': - I., ;-,O_P�!4 A'Al "ll's ��'s : ­�-­ " 'A , I " , z ­_ 11 , , " ��,,', ,�, - . - , . -, �'* I , 1. � _:w lw al , �� - . lt". , . , n I � -, �, .-Y 'i , - � -, �, '.. � , 11 r'ri� 11 ! I ': I , . : � 'o 4 M I w � -- ,'� -, �I � . ji �� ').N IN I I - IT �` -I- � . � , ,C--',' -_ ­ L- � ', .. . . ]11 ;P. q ';.7. T M.i� .. I , , � - - - `?IZI. I - - I �L T liz, , , , , � ­N61A i� - �,;_ c . 6. . ,I . �, 1. �.l � , _ . ., , i,, -11 , , �,T4p ,:� ,�:, �,N�ll tv , - . W_ i., � �' I - - Z: �:��,��­v li'l - , ! - _t' .­�' -z , ,�r' IT,." ?;; 'q . - 11 � -, , - - I - , �� -� �1­i;:, ��. I, .. , - 7� __�� " .L, I ! -. - iiP " ,i7`!V:2 ,'�- � m ,rgg� - .. tI.. � Fii, - - -1 .11", ,.r. . I . . - --- � ,;- �� , . , I - ., �A �z : _�, ,�4; - `�'.I,� , _. " i in -�S ,q, I'll ... . 4.9 3�c , `,Fi� '-k, - �-,-% -_,t - O ,-, .F� , , . I - ... I - � I .1 .. �� - - ii, . Irl .. 6, .",I%.." ��" ,­ 1-11 14� - ", ­ , � � I - -�� , r- ,; I - I I , & . W ";ii:-, - . ': : Y � - I M - � V.- -1 , . - , ,nii . - 17 ­ '�_ - , � ­ - - - I -:;,j .1, v! "' , ,,,-,-- �k 1 - ,_';:4._-��tl,,Z�.�_ , , �'. 1-i -, ­,, T !:L�l . I .:. i I 11 � - I 1.��._,�­­ �i"". , I - �71 ,, . , � ,zf"T;,�,'4n 'K , �� . I ­,� ­4 -- ;w,ni4g ,-, I 1, -� ,I"- , ..c �R4­ J'� '-M 'i' ., -�? ­­, - lly. X! , ,� �!g , _:?�, ,,;, .. �. ill .11 "I ___._____L�. __ . � Olm.rfll � 5-" `Tfk�`*�,:: , -- I—- _e �. � I - 11. .� �4 .. I&A ", - 1._��.Jb, I,,,, - � " .. i�'.4-LooEwAn i ,,�,-- - 1-1- . - - . - I I; -S, N�' , t�`, - - -1 .i �� .. t;Aerj-- '.,*,-_- "A " ,� '!�.'��O , " 1;l :�� izv IT--_-- . � , .�AI - :, ­ A, � ..V I. .. , __W__ "! � , �.-W ­ M - ­U .. i , _�,-li �-�"U -,, - It - . . , IT" -1 - - C's . I _� 4'� ,,N_'I,­L 4 �.'J' r , .. 1. ­111� 4. 1 -1 I -INIZ-111A . . - 11 � ,I I - --- - .� -; ", 1� ; '-'- � I '. ` * j, ''J , - �, ,, - �11 a C��`N .4-­�� OF "K� uzjg,pg ;-S��?­.i -, -M , . - . C, N I � ,� ,'i , , F,'-'! _�,� "' -;g, tj I ... �� '.. . � . - .�p . I � , , , m � i'l - ..i im,�,ti,l W,pPL,'&, Inio'i "� , I __ I . ,:, 41 ' '.'��-,=�.��'L�n��, . t,gg,-,�v 12'Vi _�'_Wl` - . .. _e -, - ii� --I" ;ii- " _�� 11 �­ , A ,%, , Y.R. -�,,V*"..-yay- 'zif :;-.�,�, A�L �� wi , AtA60�1�,�,l � .I " - ;-". --ii, , _�,_, .". I-,,' ­- -!M.., p , , `� .." i r i�,M - - -IN -n I", __ � M . fir W . . ��M� __l, - - I "I - , n�, " . !�:W ��i� . 11 'lt� 1.4 n L � -.��-�11-itF:i 14P4.,:�, :�', .1--.- "I i� IT ,,� �441qv . t �P7' ,� I � " . - ,.&li. _,Q,_;��_- - - ---- - m � , , ­�.-, � i� �q7m. " - -, � , i I R Ffl__f,,�,", _ _ ��,� qii�.7' I' �Irl,i:.: , ��,� __,�... , N _­��- F`-­��. -_ , "' �t I � 'g!"".11. " . �",� .11. IF .� - i - .,. ;_� . . ll�p -i-ly - -�� - ��'­ - ­V-) �`�_ .. ­..... - .- �' - . r, , - , - - ..�- ­ - 1-4- 1 . - I ; .- , - '' il � -1. -, - , 49 11 � M_ yi�_ ­F�`,-_ i._�-il 'it. , - -,-,,.-. �_- , - � N Ili MA .]�`tv P., . .� ',�. t�: I k IN;, -. - , - -­, , - .; ­4 - : .4 � �t�ioF__�_M'qm` . - -9 , ll,, 7 ,�P __ 1. - �. _� . . - �.�.', I, , . - - I - - � ,�7 ­: r­ . - ­ - ���, - - - - P I ... � �. � -, �W,�i � 1�1 , - �,�,-z­`llz,,�w'� ; � 'r, I �! I , �'F_ � .-- J­­­ ,_,­ )l: I _ m - 1�-N;, - �-LI.V.-t�.--mill"'i-,� �', �r �, - Ir ­_ ­ -11 ­'_ : - 6 - : r . dt I - - , '�� "I --'- -a- ­ � - , , - �11' 111L �__ - m L., ..... � ­ s - � - __ - - ___ - .. . 1-41- " W-111MAN, ----- -- --"-�­Llg!�'g_ __ ­11 - .i�1NI-14-L ", , �� 1 ZL�cL� ,., - - - - - - m �j 7� ,- ­ti. , I .i. '�_ W 1�'*l i;-��_� . Sul � � : , - ,�, �_'.'; " � A � 6 � ­ I -1 `TPI I-F V- I - I , T, - ��7,�7 1,61i - � . . I , _. ; '?,.111 . �� ,. ­­­_ .'-.,' . ! I I I .. .,� I - - , 11 I'll". _­11- _..., I - ,�.:� _,p - F"--,-' � 1��e i.__!"I.l� Ei i'l- a ,L'g Lti� fm." � , - N , ��i " I,, � i -, - . - - e-7 W A ___ - 1-., - ,.<,, . - .z , - - qo-W-',l,X% 1, lllk'-%,�--F,x ­7 1 4 - , ` 111I -11, . - " �i, . , .4w - - j� �,�� , � - , , , .. I—' -, -, ? """ ­,", , , N IQ , ;n�ll i I .'I 'T - � �. - 4"iiAll'_lW%;l_�,., I�J_ I - - i ... . , IN - �1. - 7 ... � I . ". I��'. 'E� . � "? 'I ,;!�;- ) M , - 11 , , . I - NX F �,,c � _-R IT, ­ - .. . ", - , I . ;?r ,,, . - - jw 1, I _F_­ Z;e.�,-�=*-o- L--- - __I',� -q.11, ­Lmt� -"�K.� --- I "'! A 74-11" - _-_ -Aizk, -mr"�,-� I V_ - � , - _S� .-. ,-, ,�.-C*' �iF `f�il, k .. w - _� - . ", , . ow, ", _,�-�-,�,-,.�,�i-�,,i.,�,�%-5�7.----, ,�-,o� -�,;-� �-iy _. '! "i FT �0� _�� .. . , ; ,%� -,, I -d Z, J r4Ij- " 1 ­4w, " � -- � ,� -1 I - � . , '" 1��.,_­i,R "I" �5" I ­ , , I :�,,�, ,., �-, �;` -- ­ jk� 1pm ,- . . - � I - . 'I 1� , � . it , - - - - - , - N , , 11 I i _�`** - �� .:Ii�,'-­ `6gLl­ij�l 6 ,I I , ,,. I A - i - - r , - --v . - � 2.,n - - __�, �, , .R . ., I I .1 - g, -, ­,4' ",:,. � F 5, I � t � g , ,_y - li r. �_&� - M. -,I,.; Z 4' ,7,�,_ . ­r N : i -,. ­' __ , _�� L' F_ -1 __ " MR7 , liz .- . j .. U ", _ i- N a I, � - - I 0, " , ME _1 A - . .�' .K '. I "' � _W_ ", 3 _, . - 44 # - .� , � ; _�'­ !­'lli�,,, �- �. . : I, lwrWlAl! - �� i ,_ 1v -'I - : � _ . ,� I . ?I "Oe 'p, , , - " -� � 11. , 4�� 1 11 I.; ii�.�N . ­ F�r,:,4t,�,��,3 - 4 , I , " , i- ", - in�l ..,;�: , 1. - I �,,, ,* . . - i!, 1, "I - I .� I - - " - 'M - _, , - -, .. I - � t-- Al` - R . � 6� .7. _..., -�;�,,,_,-�;,� ­i,�vz,­.T-� , lo - . I .,�' -,.a, ,`�,j, . 1: :*, � 5 , w" � _�:��-A 'I- ��,I�7 v.!., . - I - .-- I * - '� - I 1. - I .4 , � Al I- It - ,_ � 1::;n i" %'1,;, �%�% -lio . " - S�l' _` - �: `,�o,.;�,�I, -,!, *,'�,),� -, �,!,;_To-; ��,;-�, - -U, - , , -i . - . ,- ,%­ ­�,% - ,.�, " ­_ tn� _. . � , �"��vf - - � , 'N , "; 4 R, 't"im, ffo� r � . T , . , - - � _-, . -j:t .� ,., ol . I _.,. �l . , , M J_-, - i, - I . . �!I'- _;-, ; - r , ," -11r, 4 A,.% ­­. I ' I T­ " *�- - r - f �,� 1; � � 4ii .. I .11"1; .1 I- � �- ; '), "I - - 4 I , _�,� IS i � , , , I , - 1. � I - , - , . � - ms;04,n, �� � I �-.,-,: -_4i_n,:I]!�Iin,i,*z,�- ��*ki w -...,r,. . � .. � K , , .R,� , 4AII)q�� , .r�_ Z". I �., i� '� , ;,i- t I ` . i� - �__, F I n;__ " i:�­:r. , - iFF� - i iiT : - I � .-:1- � "", .1 � . -1 I I .�i� ; , - ,- I - . Il I- .. �,�': -l-, i ,,- , I .. Ij � .:� . T�,',i,­`. Ir ,� .- n.- a -Fam, . ,.,�, t;f , - 21, .1 ". 61- � �l I ".1 , ­41!_�, � F, ; &. ­ - .­�l �41, T. An ... " . . , ... �`�,I: � - �.� --� , ., ,� � j7.�mi iv. � I I'--- _�. 3 A I , - - � ,��(- .* , -- " I � .. I .1 r ,;,_ I :� 4V , L � ,� ;I& - - $,' - 'W.' ; _._,­'l'-!.­ . ", � , - 1 0 1 I , -!�, � " I - , . , , �g 1'. - " Y __ . - g 1 ; - t��. 11 ,� - - i, � -, ,Y - - � .. - " T , 114II'v1- ": , !-' _ .. �l � �! ­ . -, . ... - . � L � - ,�, � . I'll, - - - 1, � I _� i.. ll� , '' x 4�- ;.,z;sl-- --4!f ., .."', - - ­­_. - . jqc - ��, T,­�,�.-­ �� "I" �i � P - R -­­ '. � .. ", , __ 2MV-9 �-M�,, . - -- -1 -1 �Ag�cv.�?.-­­ I , - -_'. ­1 * �111-11_11-- . �. , , �,- ewM .r.: L�-.r- , �, ,��j % "R 1�i�m ��llp - - . I - I. i�Mlj 11.11 111; I � ,�. ;�, �t �'..", - ! - , � I 7� - 4-, - - 1� - 4-w, - - - - !,..rg,5 1 '�-- -��-,.,'­­It-�­,­U.',�� . - � W. ��, -. �.- I- Z,- - r '.2 N_1 . " r � g�, r�� _vl . �t "', , : - - ,� � _', __-��- -,-ix- � -,­kf,�_ , _lg� . ,',.�'­&�, , ­L�l­ , - ___ __­_­_­_ ­ I—', :�, , E� .- - .�Yl­ . - 4 I tv� I - "'. - . I :��,�- - " � rmr - �_ -Mhl � - .. .IlUlxel�_­ " _t$a ­ I - - -­ , 7- - - 'v, _I ,9 .I 'i.:._q-nIA'l I - -__ m -­ , 't ,.?I I - j , , . . i, ... j, ,,.!� � ". , :� I I'll - - , :1 ,:� :- -if: 0 JE_ � I " 4­ _11�1 ffillili- - - � I I ., _. , - �. _�$. 1 , _, .Aw r -, �7 , T-:7 -:t', Fl, L Zli Illi-li In - � .; � ,�. I , �i .4 1 Max— ,,--. - �t W� � , .. ,, .. L­. . - i, - . , 4 1 _it�_i, - � , , - - . '' 6- - , .q,� .11.1,,, li� - ,; �IVL lil � _,� ��jT�:f �1. I! , , o�l_ Llk.tA_' I- I . *. " - *. -1 - _�� �� . . *1 - .1 - _i� i _ I . 11 , �__ _�4411 1. IV n "I ) 7" 7" n 7" � "I m I - I. .- . ; . I 7'.1 -k , , : ;, I I ill, : - , F_=�__l I i I I ONX i - .�4`, 1 1 ; I I ! ! 11. � & .. � I , I I I , �.", . . ill �� �i i� `iz � , - ., . � 1, .1 . V.. IS . ne �i 1 .7� � f �1_ . , ,: ; r . - .T7 ., . ;_,�-, � - :: .. I - IF glk��4,li� t�� 14 -.��"W,�'<,V�,r�:1--�..�,",Ii--, t��-rl . - __­­_­­ � _�_r - - .7. V7 - ., - ,- . �Y�_� 1, t_.J�-M , -,;, IN' Al " _11 .I, � G 1 ; I 5��Z2 Or __ � ,!.. ��l _f* U _­ �.? - 't ., , M_6 ,,, Ml� _` . r, ,1,;: . ", M, -gm � i�,��_, -jt't1w,,.ot,t,o t,p�, � , 115� , , . - , ; -, I t!% W� -Af7l'. -j ". . . � ,t� ,,,i gntiz��?� . - - ,, ­- - A- , 2 - ... , ­r __ - t , ji��),.� - . .-4-___ _ .. 17i ,N� - 1* . ... 11 �,K,A;Q_ � , . �_, . W-Ml-k � Alc�;: � �, 4-q,� ­- , `-!T,v?A . ­ g.g"w. - S . ggt, _� .17, � �V_ - �w ..4, 1`71 ­�ki I _� v ;MW_11�� - .11t, - ,, M -n - �.�-, . -M. . ;g,,�_j .� , 51 ;�.. "! � . , �, I ,� r ' ' 77" I n� . ,_ %­Lf� 0 1 . - ,,I. - 'IT - �� I ",F I -_ A, W, A ` �]�,tivl if, Tlwl�� ��,IL, , I , ._ -R a . I . agim—ag-ii- 11, . I ';n 1, -7 .� ,:w,j ,�I I I I I "_ iL,;3,;]�I 50-91W; k - 1,,�_.; -- , , , . ,��_� lwl� ,,F,:<�, - _ ; � , - w .-T Z;�,`,l `;,1V , " "T'. � , , V� ��il,fg=dl--TN,;A�� "--� " :�? _'�.,.o - =W; 2. _ , 7Z!1�.El. :l`!l'd-L'tI ., --li �.7.- �* - 11NIEN 1 .=71-M � I.- . V-!i7,1 i 4-- � r ­_ -_ �, ""I P I - r _:I ��,Wlj: Wn��T,T��, �g .1� im. l,--4,' �-,- ,,,�Tzv. _ �,� � 11, - - - -17: : I-' ­ ;k.'l'l__ I r_,- ­­ ,�%'j.,L - I '"I'W .2p - ". - - ,� �t.Q .� ­%� ��I­N=,,`­&Rm rINS!". ff$ . i " - - Wi . .qw4r .. I I - liall Wol - - _�* - �,,I� , x " � & - 4 - c iw .. .1-1 ,, -t V-10 �­_A C::_/i,-11 - .0 �-,, .rl 4 IN? � I . I - -,.,.,- - .. . ... - �l �4 " ­ FXRW , " , Efl_l ��i,� 1p 'C". - -V-1:�,� Log*- .. .- ,. ,1,11F;77�," . � � � i 11 - . - - ... , - ­ R_ ."­ � I 1-1. `,'� - - . IL _c- --.,, � ....... __ ... , 6�-_,,�&, X . . iNM , .� . - .. � . ­ . , 011 . - 7 . .. ; I � � . I - . .. -1 4 _. ; ; I= I'll � ... ­i , 1, 11 � " " - ..... - - .. .11­ . . . , 2, i - - ; .- -.1. �� __ . .--,, - IN ;, it! � _, � � 11"', �.. I � _U,zi.t. . .. e_ . I- I I . I , ` i-, � - I . i ,i- � 11 I-' - .11 ,�, � , �, " . 1.i'. .. ""' � I : � .1 - � 11 ­- - 11, � �. � - � .?,; ��, ­ I - - - - I I ". i - -. — k- — .. , � I .,- , '' �- - _ - ". I � 'r . . , . � - I ,F�� - -1 ­ I , ic I �* - - Z " " I :1 ­ 11 - r .., - M_ 11 Arl :1 - . . i :, _� I � �� L - � ­� 7��; � T,rrr - - I _ , r,,,,,, - .TT - _ 11; � I I . -7 i.­i I . ­, ., i I � - � .. . : , ­ . _; ., , I . ­4 -11 I 11 . I I ; Z, .- , . , , . - - .11,11-1 . - � - ­ IT 5XI. ;�-, �!� : � A I ., - , � �16T,I�t I . , _� I 'L - . - I . r . :, - - ,, , . , , - In- , I `Ii 11-1 I - - , .ivi . . I I �.., 4-.�_;; � I . " . I I I - r- � - tv ,, ON I �. ;; I � I-" , -_ , �� i. ��', I , , . 't,' ., , � . , - 0 -1 " : I , .; . ,� :1 fr � � �" - �?a - ,;;' I + .- , . . : I I - w . - fllk_ - - 0- M, �,-- ,- i � - � , t� . - I IT, - . I . . '2..!...._; ,� � . �17_ - - , I _ - , - , ,� -1 , 6 � , . . .. .. .": z 'i- I � lmmw� - ��- � " z , .., � I I ­ - . ` , I g- - , _.,F� T, I I , . �_ - , , ,-- - I . ." r jl , 11 � � J. .�,.in - : A ­ . , � � I � 1'., � ��.�� ­ 11 . , I I I ... , .. ­ I I � . . I � " �.. ", � I i , �_. , ,,* - � IV ; - - I, h..'- � " iI" . .; ..* , - I , I; - , 'k :. ; - . . li _... . 441� , liAll-1, � .I,. - - .�� . . � , . . , - � , � f�l le er""; I I , �,, - 1'."', -itw- w-j �_' -, �,��, - 4­. �4I, � � ,'71�, -, - : . , . . r . L- , �C �:: i"I"' _;,,� I � ,-.- . � - t�'l . � , I _; � � . i . . 11 _­`�� _'_i_'��._,_ � � �w__? _$ A. - `i"� I- ,I'. - I - ill �', , ", I I I I __ . - 11 . ;� . I I . I '. - r ". I z � I .....- I 1­ . " . . iT, - _4 I. , .-I _�� :_ ,� � . L -- ; � - - ir4_ f - I I IN, � X ;'. .: t!" t, .1 � I I - - ., "I .. I I lu i I - " �z� I l � 11 � ,�', '1� � -, � :7 . ,:a � I � . , , ­�­­ .... .. L, I . � . - i, , - � . i, I .q, __ , - - a � w - 11 L ;, � I �� , 1. L "", V.- ki _. i-,r ". ., " j, __',�� 1­1 r- , , - ,_ v 1, � , . - , �-* - i� I . _ 'a , "e'. _ . - . , .. ­` , . � . . - 1. - '. ,- .. , , - � . 4 �,,�' � 4.� - ,,, I . . li � "t _,,, ,, i , - , �, .I ' - - !,�� .. - A � lil. ! , -i';� - - -� I - I I ­ n.�, � � � 1. . � , ,, � - IT;. , - , , - - � - - , �l * � - . . - 't. it, i, '� - . - - ", ..... .. . .11 . k I I , f * . � - � - 4 � � ��v� , k, n,j ,� - �I*,!�-.�a,-,­.--, �':, .. ,n,..� �' - -em , � _ ,,, ;_ - �, � � - - I - . , � - -, Im'k-', " " - 11 � " _b, .. , . !I . . n, jo . ­­ �, 1 I - I ,i� I Ir-i . I -1 ; �­ ��` I 1� - -',�, _-.1 - 1��l - - Ln .�," ii� - i�� .,It - �, -- :, --'-.. --.Tl 1" - I I I . � , , - p ".. , *---' - '': ., , . I .. � ,t ;-. ­�'_ , i - : , ll� ! I : , , � , : _v. " i I - .�, - � 1_ Y gj� , .- , lfl-­� I � 4 _�� -,-.-, I - - , , a .- I , � ,� . � . - - , ,r �; � r,Al i IT_ �:- -, Alil,;FK _r4rll a I 1. . -. - 1: � 11 1. - - � _tl_ . , �. - ,­ - -;, - - - L k ,,� -IV - 1�_ co ­4, 'L - 'I- � , - _:;� , I � pi� I " *�� , ­. El , I i . "l. .,., � F�ll , wr. ,,_�; �i, ,J _ , - , I"l-­-, , - , - I'll I 1, , " J-� -;]".-I �P' lir V ,, , I.,� '%Z.41-;;�' Z., ,�,� 11 P ,ILI , -,-_� :�V -1 - . , , - �".. , ­ - "', � - - W W. . - .,_, , ,-; I. � , . I - I - �; - , . - - , ", - , 1, - .1 I `1� ��i ,, �: ­ �., , � �� � . � . I t 4 Vc, 2 ,- .... �� . ITL� At,, "-, , , , , -� - " '' .. � 7 ,�,�... A �i,_., - , _11. 2.� , -'O ,,, 7,�_ � , - , , , �,-_-w,�-� t 4R'l ,� "i; -.F , -, �-�, ��, � " , & � "T 'knIt, 7 , , ,7 � .. 6. �, I _ " , - - I ­? I,; - , !i�_4 I - .�- 1v � " .- ­i;,. ,,,- �, I , I , I , �;C, A;�. ,, I Ti� ­N,i��!� � � - - , . - .1 �, ,-,, t -'z � , ; , I *21 _ ,V,�' ­,�, � .; . . " . I , I , k 1 - ­ ,_ , , - " - . - . � �j - � i ­l, lom� 1,4 _:. �!­�. i � - , , -it R 1. . - . - 'd; inze� �� .�, , � 11 � . _', - I z. Maio, - � 1. .�, - . - I, I � � - - - ,� . ­­ F .. R . . _ -­ . , ,".", 4� ; �, . , " , , � ­1 r In , - � I _ .�_,t, , __ 1: .�, ,.,, - � ' - 111:El- I I . , ., - ;� "A-,,- �,. .. , , ; � ,,-.; .... . I - -. . I I . i! ��� . - . I I - �, ^i _,� I-- - . I � , , . , - - 1. .1. , I .� . � , . , I , I I ­'l.. _ )�, - , . �, , . - , ;_ , . - � . � I I � Yi, � - 11 �­ .e:,, r - .. ,"�'.� _F. .- _- ) �. -, 1, I � ". 'T, -1. !lb. - , :4 'r ' . - - 7. ` . - . " I,,, � - - a _� . , "', � "'. - ­, lt,,,�-_�F -,�F __ il'. , ii - . " � , ,, _�_ 1,��. r', , -�_,:��;I�'.. .�7 � � � , I I -fl ; .n � I -i , - 2�, " _, ,��. r,F , � . - .. t, I �. . , I 1�4 - - I -1 . � - i� . , , � .. ., . - -� ­ "t. . - � �. r,F , I I _ _ _ . 1: 11 � , , ,,, � � J, - 41 ,�', � . I L , �l - _ , _V - � :1 -1 ..f. �.. � 1 - � ��� . - i i" �l I - � "� � � ���i,, i,.,,-_._,, -,_,'� t A - I .; �� .. # Li �� .il _;�114 . 11 - . I ... I 'o . , I "I - - _. I . � _1 1_�J,­�-­ - - 1, . - . !� z', �P, -.. ,:�, Z7 , I 11, T I , . I,, . I I 1�� . � n " 1,211, ,t-�i� _N � ,:-, ,��'. , " �- , - i4� . , W, I T FlI__tl'lw - '. .1 , � -"r ,, , �,, � i� . � i_nmtPi� T I ,� , vFg 1-41 "'T .- I ­ � , ib, I ��' � _­, ',,F_ _ , ., �, ,. I �., - I" I T . - , � llv'l - ­.... I -, I n_, - . � , A __ , p � . S � 'IN I - il � , . , �1. ) �. . - 11 , .. .. ,I :itt -, " 4- ll�_­ �w ", - - � I �­, " -I, I -, ., - lie . ,.It :�­ - , - , I ­ . - lt� , I .r. - , � �",S�, ­ w, I ,. " , . ,,�. ­, , - �, �� . .,,-I ":" , , ..%Z., � '7p , ,.., ­,,%, n�,_ I',:;,- _ . I I ;7 I .:MA I '':-j � - 1. " , �­ I ,,, . .kl �� , . .:�! ;lz;V.tvl,­" - .� ,e " . - - Ll ' I - I I ,­ I I ."ll . , , , . . I 1: ILF I - ­V�� I " . I - � I ,­ " fT _. ��., _..� , - , , ��-il#,,-�W- ,I, , . � .. � 7F & rE.;' . ... ; :_ , � � -1.1, � ! ".. , C - 1, .,., . - - , "Ill' , , � � �-��;k ....'h'-r -�,,,�,A� -. - , _ � . ., . , I ... ;,i�w .r -.L , P il - I I � I , �` ,�, , '7 F - " ,,;!.�� , . ; . , I , i .,. - , , ,_ ,= " - ,, _4 11 11 . t,_ - . .1 .1 . � : - a to � � . , i .- . I � � - - , ..." �l I .- I -� , if - I I - , -, , ,. ., , " i"IT:'�§'i ,� - , " �i, - . 1, - , - , I - - ,%, , - '4� � �� t*. t �. � �'*. _ - - _ � I ­ - , ln_ : "'Al _n. �,_ " N,T?I� �, i, . 1. . '.Ot_ - .;. - ­�, ,.- IF. , � . � li, - I �_ - �­ S, 10 '. � 'g'; , 47"L :'ll:, - I I I ill __ li� � , - IL I i. , � - - W__ . '. . ­­ p .i. ", __ , . - - - ,� � . - � � t, k, ­1 I X. 11'. ", 11 _. ­. . I � . �-.,-. , n .- ., . I i ": � I ­ . - -�A 2� 'j � ^L..%. - . :, - ,� '-,� , , " - e-, il -, -,��- .111, z ''� , .. le t-11 I. � ,.,J,rg,�� . T. . TAamk� _� � - , A 41'..., ' i � 1 � . - - * t,"��4, fvi � �� Z,_11��! i-F , z I, W, ­ �`,_�'4, o mk,:_ ; A L id, - - � .. I . . �l - .- I,., .. ;, - __.. ,-.-. "IV.-..--;- ­­1 ,�Jc __ i , _.W_11� I - -4�i " O - "I", - -­ ­ammr ,tI,,f`f&. " _ili�. I I - __ ­­F. I - 1-7 ,III �7­7-- - ­� ;, F�.,,—,,,�,,��,�.�5��,ti't-"'�-- -M.— , "' -��,.-;t---w��5�--��.�.;�-,,�,���,�-*,-��"", - - ...., _� : ­­ " q-,�-.%,� gr:i�--xj , . 23p - ,- ---,­'-.;-, I__" I lilfl"! t ___l no .%_& - , is I . ii x. . - '� _ .2.- -� -_ -;, 7; W2 "', R in- 'T'. , ll.!T`IiL� I �Vf. " - ls���` �­ i ri,,��,�_ 1- �,,, -, f, - " .0 Q � z I . . II �.. ­r_ 1­1 ., .� I ­_ . - - 1-Ic. ,P5,�_ ­­ ,�Wl.­R .1 .-V ,j! I - - . . F lo�� �, I, �;',, "I'- , , ni,., d. , - _� — . 'r , .I-' -_*-, . ll�'Ar;L, -, , , — — ,.- -, .1,". .�,_�,� �,- ,4 - ... , ... I - . _,�L'7i I ___ - - - - . ,!. - . iv�­ .�_, - t� , , T.- --- `i IF ,J � —.�'F=4c,-,*.Ii­--r­- . - , . N,.`.'_­:,,.JF'i-�,.�� t�.!',v, — ___4�_­_` '' :P, - ,;- p . , IiA,; , , � �, � W, P!,t , j . _Jli: ,�� �, , ,� � , I - I - 7 .�� � _�.("_; . - - � - ,; -1. ­,­ - - - - �ii�'.4� �7! -.4 . ­'. .-- - - , :;,; � - - ,,, ­­ a w " � ", i - � � , � - A, 4 III . , , .,. � - __ i. - �: - , . -.1" .1 - '. _�j_­_T` ' �_' i�, '7.­ �­FQ,"j'4' S � _...i" - -.'I- I ­11--ml­ -, -, ... 4- ­ - ­ �::7 i 1:,'�, . 'I'll''.-l- �_ "-�"..'��ff-��-�'�,P�-,�---,",'.�-�.-�-.-,�--,,�. � ,�:I_ _ _4.';'C" '.i,-'..' 7 -- " - -, � I- - _:­­'.�` - , . ��, - _�- - - W , . � I - I—— . �, :2� - Or - _ , , -1. I, - il.�e%� � � rpl�Z�' � 1;, ',,".�.',�' ,in�-­ 'r-- - "T ,,, .. -llr . F;11�1 - - F�, ­�7,m� ��.!�_.� __ � . - . , " ,,,, -; - - " I—` -.1-1 - - 4,P- _�. - �� - ., I - _-­ , - - d, - , ,F�.� 11"1:1-Z ,� - , inr::��.;"", Z­,.,!,Z��.',! , ­� I , ' - - -�o -, I , _.t, ­:�­ �,:,�. _,,_ , ­� � %,. I. � , _. � 'I' . ­4 ,�;�.rL,.­._r - -,�:��;,.i:,� - _� '�' -�gy,_; _'l .- : - ,� I---N'-�.��-tt­�. ;,--. , F.',,­ - ­�, " _­_ � 'i -I ��;7' - - I . ,j 'ItO - �l , = , , , ;t:, __ ­L, ��-_� I �� �4 -,,.T,'�:�,�-�-���''.L��-�.;.'�:lr',r _-� �` �-j - "I ­ IT%A1 ,�� �1.1111-,I-�.,�vt.,-"4,�-"[;..- _�,,�� " ,I"'- - - - - , :�i­: . ��. *:' - ",i - - To... ,v, _c ­WA:7,i, ­,,T"TI4i7-1_ - � ., - ,ie��.T _;111 � 4-�'. ��'� , -_".� ')� -i �., _:�, � ...,- �,'��_, �.�i ,� , - " - - ,­ ,­�,­�,_� - , " ,,­,", '-­-,i,�` -, - � _. , "I'll-RIF K,_._7i�i . . ­�All,­.:. i6' � - _ , � � - §,�, !�!F . -.r --� . .'.,-i,-.--�.,�:�..�,-,-,�:t��':�1,41��-..�.-.,.-f�.,,,;�,�;,-�-",-�"�-,:�,�'�*��,,����1,4�4":"i, ",;_ . ,� �. � , ­,A,,--�_,,Wn :i-,��_, .. q � �,�,Int__ , , � , - ­ .;i�, ,__ : - '' - - , - � . , " , , - '141 1, , i__11�14 . . ��. , - , , 1�*­­ , , , IF-', , �,-"M- 'V,X,�, `7- , L . ".. - ,- , �, �- - --- - �-, , , - -1 , , �� . , t " . � .. - A �_ " -,, � �� �P - - ,v , , $ N� 1�4: , 1, _�'�l ,A , - "..., - '. ­­V�­ .. ..'. " __ ' !m 4 -1 , ,, ; -- - _­�, , - - -- - ---ii,--` I �x,�:;,_`�ii-!_,� -; --, � . . , - -� 7 --,.�' J� 'Nl41_­' ­4 - i " inl � .� . * - - W - , �eTF, .-I'- ,'-_i-i', - , L � .. , , . - P" ;i 11 ". fl�,! - - �.,� , ,-, . � .- ­i,6T:-jl ---.; "ll, �,­t,! , ., _' �l . . - ..i ,. �_ ,i . � � , . , � ..'�,i�:,_:� - - " - - , ,_&� , ,11N­,.��i - �;,, ;.. ,`i�: �,,,--­�,t,'.�, .1 � � -, ,t_.L% , I " ., � - , , "IF I r 'T �_1_1.vl,lz A.- , -,'-��.I;g.'�,'�_ - 1., � ".;­,�". ,"-.., �­�,._�_-,-'. . - :, iir - ".1 .f. .. , , , 1,W ""_,.%�7��'_�",�7x,�;'­ - �,SX , :­­­,-iv-A­ll__ - ? I— �,�_T,.­yi�, ., . . I',, ii�*-i;:_�_��_zi i, rn� ,iiIi*-, ��:`,'e,t - n.- . ,. .�,.---,��-.,,-�-�,-�'-':k��,��i, � Z, . ,i`i�F7L` ��­",`,' ��- -A . 'Won, ,,,i,*-_"F�`i V;� ", � , . , - . � I I I " A';", T__�!i:rll. �11-1 1-1 - lw_ - "; � 1:�'. �� �_ t - I-< " " - I - _� . . - - I -, ,,____,. , _,!'. �:­�i� 'I'­�­y­­ �., - . �, - � - 1.1--, I,F,;k,-. � -1 11.1-, ­211%.- Iql:I_1,F � i17 - 3 ": I-- - , Fi­ ,_;,_p..;: .r. , � i.,, _;! !� - -�� . ,�'L, , " '� , ­­ . .� -, '. 11 - - -_ - - - L,­l - - . -- _!I.�_ __p �5 , _, � . _ i �1­ - �.�&_-­. L"'I _. n ". - - - q-m . .- � � - � ", !�, ,��_!t: . 0�_ . . * � I.W­ __ I - -k` L. -:,i:,�� I ". , �-­*'.1-- �.�.�F�:_,� 1. ' , , . , ,, , ,�­ � !:-- . -1 ­ , _ �� _ ,g-, � ,� - ,.� . ';�,� ­_ �, . - * - -,- , 71, we, - 1`1� _, � I ili.z c - -� - , " �,, -171-,Mw . ,,�,­_ � � _ _,l _ � .;,..- - `-_ ��­' 11 �iT ii .." - ., , : ­­­��,�:�.','it'�, "" - _� - — - � - � ,��',.'�,4_"" �,. _ _ , - - , _,t�­ . , -4 ', ­ 1_4 -.1.1-1,11, ... � ,- - ,��-,-,_I,'�'- -ril" � ". �n- ,Yk: , - ,..,-- i�' ", i � 11 __., , " W., ..Px i. _. -_ t- ,1�1 — �14 , ,�. , ,I , � - g �, WRIM-_ - __� W I , -11 __�.� - �,.,� j,"ei, -.7.1ii.". __ I - ,��_-�.', " �.; 7, i " ' ­__ - ' '.' - � t -, > ­1 i _00 - __ � . i,- — 1_� � . - ­ -�4 .'� _% _,,� - - . ­­­­� - ,�,. ­ , , 11 .. -, ., -L,. "A , _ ­ _ ,,, _. ,, ... ­_wr.r. � "." LLL -,'! , _ ­;­ �­ .... . ��� I. I I 11:1. t�� " � : I �,! , �,!: .. , - �,'.. � I - , I— _;� 4�. r, " : - � "_;; - ", - ;�.", ,'%'� , ".. , ".. _ - I - - ­ 11 �, �Ii� T��I;n_ I - -;v;.i� '. �,, , - -- ­­ I 11-1-L ­.- ­ , -,�'J�:,-.-. �,��!._ nii�� _ �:. ;":,. t�_zl �". . .1 I 1.14 �__, , - _` - _�.,, :" � � ". ­� . . - ". �,� � , "., "I , , _ I ,.� , - r;;, z" . gi,;� --r, `;;�_ ,', c - ". - � , - - . . I I ��;�;fi� �, � . � I . , ­ �X,i_ '��-�, ­t�:'.,� . -._ _..ie�_. , , ! . � - "'Is� . . ..... . . - . -, 4TUP � �,Z,-�,F,.- -..­_r.iiizT ...... e!:iLl'-­� I "'I., 11�11, j�'_, i:- -. , , " ;-; ".- ,�. �, ",�,_.t.4 - - , - -,-. , I rj,�.�-_, , ii�,� � -<;". 4� ,- _�.,� - ,� . ...... .� - il '_� - "I`�,._�.,i. - _, _ ,___ _,. . ` - _Z_ - *--',. �az � 1"',: . , - � i aw 't, t - , .. �, , , . . '. 1�i I -__I�t�44 -IrMF .11 -i -,._."-,-T,�S':,I'-. -�,-­..?�-1.,:'. . I � -:. I - �,�� i­�, -r , %Ziri��, ­ ­_­ _ _ �` '.. : 11.11-1- ­ �e I .. � , - ��'­�_�"'.l -__ , , , � - � i IQ�I't , "� t. _L, � J: �_i 11 - ,� "� - I - , I � - � , _,:li � I � - - -� ., � ., �.. �,,��.,, , .� - , � , - , , - ; I `_� � i � " - _1 , t�:!-_��,­�,� -- , , , � I . �t!� � li_�� . , " : .., " 71 ­ , � �__�_ - " . ­.,l;T So 4 1k*r 1� .1 I - 4 - - . ,or ,,, �.A,r , --.A � __ , �::.. �_. .. ; _ _,- I _i� - ­ - ! � , - ,� I— _-_,�%��'. l-, - - . � - 4... ��,1:14-, -� ,ni'. :, Tt 11 I � -_ , ­ �4 _;�;­��;.��,�Z, �. - I . .?,� k,k __X7 _�n�l �, iT,r .,�,!!.� -� ,__ !" , , -� :�,, T'��F,�.'-�_`l_ I , -7,zi - _� _._,_ . " - . ,�,�,,i�,4, -, . .;..j� _1 ­... i lit� _ ,� .. ,, __ � � I'' " ", , , - . � , , � - - - ,� ,.i � _ � Ff . . "�,_, , - , - - - 1. _., ! I'l, Yf,', Ir, - , �,, , I . 11 , � - ff.t­,, .`,.,�-;, , �*­., -_-,­­�T��, � � - - � -_ � � - i� -- "'r -_ -, , l� ", - � - T, - , - I r_� I z �, , , - -,,..;,.- - � 1. -'��: .. - . 1. , , - - M­, ". ,%t-' - (", � ' .1. 1­1-c, .:�;,L 1: , , , �_f7c __ ­- ' "�­ ­­ V­"-_,�,�­_!,- �,� ,!_-I;i ,�z - . �_,� 1 .,... , - .�l .�"l J, . 1 ­7�'!, .� ":�' �,`I, .1 , .1. . � �­ - ' . � , - _ , - , ' - .. 11 - , . � , . . _­. - , : ­ . _ - �;�-'�_ -:2­ _;�'�`t , . ­". � I, � . ,- - -'- rl ' - _�,�Y: __��.A , , - I, �' F� .m., F, , _4,� . ,, i, -,_ � J., : - --�� - -, � �, �-. F, � _,� , . ... � - - --,..'�-. , ". � . � , w- , , �, � " " " , -::-�-- "''. . � � 1 � - �T­­ , � �� . -Ii., -,.!,i��� I , . � . 1�-V� ;,,�,�`,A.� -­)%�'. , � _;,"i-, �, ��, -.q I'. _F.,:i ._�"n,t ��-.� _,� __ -, .." - , I, ,'­' " ­­ -10. _. - , , � , W` - - it-,­,'.,� ­.�'­ ,,'.'��-.%v J,�,, - ". . F� - , ., , r ,- -, � , , � �,.',_---�-­�,,".,�,��. ,--W ­" � �F� � I � .: - -: _ ., . � , I - .1 � ': . : .. -- :�oli! ., ji�� � �,�j z M_7� .-. -,. _,V,, __ .�� ­,�:",�`,,-� .-,-"-:!,�,� L - ;; - . , z '. -4 -�,� , , , I � _T , " '�;,��'y,L ", _�".'_ - , ��T,�.­, ­ _' �k!.� -. n;� r . I i" . - . , :t__.- - ", � -�,:�7 _,'_T_`._". - ­ � :--i­wt _',;,.;�;� , -Z�, ,:i ." -, � w �_ i. .. - )" I . .. . , , � � I ,`:,',,:,F­ _- - , -I -, . �_ , _,. �` - - �,- 1�_ ',, ".r."ll � 1. , ,-,�� - �il,, . ,--,-i - , ''. . , ,7: 91� : , �im �- �, , '. - � . T, . " , ,4; - , - �� ..'_ _, __ '. . - _, ,�i - � �, !q, ,�`,:F M � " . . . ��il, 'Qll-," _­.rF.n;._j - � , " !� . - , _%, r _. �,.� . �..i �, �� " 1�. � - I 1. _� , " � . ­,�.'­-Li�,�W�n!�­� ,, '�. �.',�:: �'�-%_�­ ­­ i,y -_-. �, �, I . , ��:in,j��,_ _jl':._�. _ ,.,�I�, �� _��,_,�,�,� . 1�­`�-- " " -, . , , . I , ". . - - 1-1. . .i - "! 1 , - - - �, � ­ L _;1,1., , - _ ., , �. 3 �ti,:, � J. . I I I - - - " 1, I _�; � .. . I , - - " w . L�. . �. 1 - , ­ - - r, .. _ - I - - .'� r , ". - S�-��,'.�'l i ,� - , -1 -.,,- � � -,,- i� I .., - . - ,� I - , , - , ii - � - , , , �i_�-;.��,,�_' ,), , " 4" - . . I i,-- ,- r - .�'- ,�., ,� i"Fli'i - . - , - . . I---- _r�,�--, , 'T�:, "�.. t � ,..;. ,�. � � . , , , 1. . I -; ;,�-, iz - , .It � ­� ,i! -, :_ T. . . - -J,7 , " - . . � .t�l % - - _�,,­_, 11 - I "P, . � - ': _.1 ­ - bl- �. ; " � 1. :", ,�� i,,,_,�,I-� ��, ,,_� i,- ,�-� . , . � -- I -i "'I .:. - � � _�" �_. ", , - ; � :� �__., . - ; -, 1, .In , -,,,I �_ _. � , , -� �_. - "i . ,, ,.:i.1,-. �t - -"W 'L , � - �'L, ­­'. ,-.��"-,r"L,-.,�,--��,,Z"�..'��l-- l3.,,,­in,,t .- - . . %, - ,� : , . , , , , - , , , - - , ­ -F ­ ­ - - .ii�-��L. -­ ,�, ,,�. _ .1 - . ­. , - . - �- ­ -. �, ,`�, ", - , �11`�.: , ,:� . 1 .� , F. i" ��,.__.�,:71i I i. :, � , - - - , , . . "Ii!_11�11I ­2:-:,T: . , .. .,:,. -�*� - -; � �-RV " " - ­ �_._ .- F_ ;.�, �� � .�. . � :.., 1 -.5. � im" - ,�_- I , ;,�, . . .�,.,,,F�l �,. � &t%�ni; -�<,. '4.�'�' ...... :�. ..�,� _,,��;�" ,I p :-' I I ,'�.'-,­F-,-,.­,Y-� , , - - I ­_ :�,-_',­,­-`­ -_', -, - I -V'-:! .,�., _�."', -� I , ­ ,-� 'Y�', �,�� _"" .'i'��'P!, " 'imi- � . �,� -.' - ill. , . 1. . , 1 '. �� 7, ., I.: :�,!L _ � _ �-­ . , , L_ _ , - - � - , - , �� :7:1­--ii� i 2. �� - : �,; �* ii .,�;i �Fil:� __ ­lT_i:;, ,�'., - -,- ', _- I - _ 111'1.,:.��,, --;�,;,]_ � ,. ,- _'. - - � ­ ' � _�. -ji_,_t'ii� If.tj- - - ;�, -_-,�i -�;,',��.-.�����7�c.,�",r,:,�,��- - 1�1.. - �. �.'' ��41�1,�­�� . - � , _. - I , . , � . , _ - ­w_ .I-;,,. ", _ ".t "r" - ` " -%T �'; - , �- �,! _`---. . � ,;, ,� - I - � - _. . _., - , , ni - -".*` ­ � � �- �_,-�_ ," , rl_'_ - - t _ , - 1, � ., �. �� , 7,ii , . , � , , TI I _�, I, .kel'o­; �,! - , - L 1. _. I , � - ,g ��I:i -, n:, � �, V) � "_, .4 - ­.�_� "I r.:-,� _, - - - - , � . �l .r, , � , �".,:!*_ ��l , i*.,, �_ I - , . 11 .- . , , :, t " . :V , , " .- I, ; lt� � .F, -P, --,;... i �:]-%;��',il - �. - � ".4-i:', -.";:%,--,,�%7�, ,(-�i � t­ '" . I - i� `_";r____l ,5-f-1 �`l _�_',__,7�, , � � - ! " ,A.-4 .2 � I .. ,� :i`-:. if �, ni�---,,:; ',._.�ksw-, _.. _-!� . F,f-, ., , ­.;�5 _- ­ -",Y-4- , '. .­1 - ,��,;.ii �il� .r i* t,. t - , -- M . 11, ­ �:, , ", - -1 -- -1 - ;F . . . ­ . T -, I I , , ­ . � . -��:'! ", _tr --, 11 r - i I , . 4 , - ,�:' . � ,. ­- , -gg,�,, ­.- I- - - - I .I."- � " 'I.- . 'i i�k �io,mi��, -4 �- -f� ��, - � ',-��, -14 � , ,, ,z , I- "': - - - , ,., . �� �l 'I', � 1, il I I e.-,�k'­ .,_ " - � , L I �__ - I . � - - 6 - , , � g ,.',k� jiii� � , � I I _ . � - , - . ­ , � , iF I :1, . . __ �- , " A 11i, , � , �l - I : r, a ­ .- I � ­­ �1. �,� I -t - . . A, , :�, 1, i-, I" �K_IN - W I . `�, "I "ll i ,,�"li, I �:. F'­F�, 'iw - - , f; ` "�k n��l - � � __ �� ;�,�FAM_ _.R111 _�`:�ll _�i . , 4 I - " �,r - , . , I �,�: .11 ,�X.Ii,,�r� " ��'_ !��L­�,-�,'i� 4, .W., -�7,�-__-, -­_,�?, k� - � �-,p ., - � , , � , � � : , : , ,� , ) � . 11 - . , . � ­, -, " ,%� - , � _ ��- n'?'iQ - . I - - .1-M - -n..,? _­� ."! � �,� � " " 3"' ; ­ "t jAn,"`11, I . � - -u,�� "W, . "W'F, ,, .1 _*� Fil i. � I - - I i. ,. � , W !% - � : , x , , . - � ,;,_,,, , 4 . ,� . - tI,, � 7?�j`ll, ., I . '1�v "i- , - , , - - ,.-��21V,Z,n-,�,�, � p. -n .p- F _U . - . _­ . 0; �� ��- - - - I A-0 . gj , - - _�� - All ,� 2- � t , L : , nm - I .,_'l ��,),R, :, , _�Z, .II:��;�"T , - , I* _p, - ,.F."7 _`:�� �!, 'l.n' �1, �� � ,�L� , __ I- .:�,, A, . ,,,, - I , __�'- .I. t , - - .� , - __ ii�v i 3, � - ov�,llx R - " , , 'O, - � I - - �,�,Z,,r�-�.,�,,I�,7�,.---",.:,�, ­­- 1, � - �1' , �4� -_ - . , , k�_ , A "I "I'v" 11 � I P; - ':�j E­��.%Ud 4'_­ 1, I ...'_ , - _rRVO;t7 ! W_;l - __ ,. . . - -;, - � �T!IwL-? ­ I' - I ­­ .. -,�-,�.�,�-�i--.�;�--:��,,-f�"L'�-- - - , I ­Pl_­�C - - - -'-? , A - ., . , ". _. �, :� �, - Ail`.`�­ _ '. I - - .. - �___ - ­. `$ _;__ � ?lr ,� ­- ­ � -.1 m.",t ;` ; `.-F .4,Fiii * " , ;o _` ­ �_ , �_ --, -, zI , -1.11 - . , - - ------ � �,�,`�'�'­ ­ :--�: �,�'T , - "I _� ,�t7 ,�', ;. "' ii,r ,: -, . ­iIiF,­' �'�.�' -, � �,,,', � �� ,�;. `I,.�"',%'ri , - .7 _ 1.4 � C4. - - , ,4j ; , �l . - ... .. . _ z, , ,� Mv " � � , - , i ...... � 1 - -, , !Wp ,,,� q v , - - _,, , 1 � . , , ­_�,I� �:,� -, - � ,.I- ". �,­ .7 1 0. = , �_!- ,� .... � � - . , , , , :.�";1,;_7 11 _.: , , r � I �'l :�: I ��.� I � , ��l i, - �� i . � , ,� , - I I �11:. . � j , , -, ". ­. , , - ri­1 * " ­ , , r - _k - �, ­,� -I, , I , ',�'..'�' � " �.7-t � �, - - . , 4? ,�!z , . . i _ - r . . ._ . �; , ': '. � -�---_- 1�1.";- I- ­,"­1 , '. - �. ", " . ­�­�,�� ;� , �,�m; . -,!. .�, I . 1, p , - .11 -_ 4 _!. . �I. - !.-, _., �11 I ­g, -,ia., �­Z�,:5�.-.,K �, - " ` -- - � . , -.-, I - - I, _� 1­ �.!�. , , ", ",;,. � . '.. - . , , I I :� �!. I ,��, . , �, .� , '11­, _-I I ­­ - -­ � ''I - . ':,,,, - �,�l t Oil"�­,-L �.�, ii� ,,, , ., . " . �_ - .� r �_�,, - �7-� - . , " � I ;_ `Yfl­A�'. . t'n,, � � � i ",�.,� ""­`,_XAd� ­,­,:.,,,_, -�% ,, -r. ,,, - I - � , . I, � -',,,-, :: . "� 7w, "' , , , ; , - .�. , '_,�7 . , - , - . , ". . - - , m I --f - � - �.-­'� - - . -�-, - - ; - -, - , .1. � . - , __F!:j il I.: . � - , . �: -I. .i. I I Z,',r - � ,-�l:,!"-".,�,���.��,�,7,�,,.. ,, ­��.��',li,-;";.%�., -,,.Z,?�"j,.�� 4�'. , 1, -, 1. - , . � . - . �:n,',i, ;:.� 1­`�� .ii t � 1 .!:�Zt'T, , I , ­��' "�;4;�j�riI - _, I"', � - - �, � , I— I � I . - , - ": . - 11,; - -- ,-.I- "��Z,l' `�,,�� , , , ­ -,��,_ --i� F�,�- : --�, ��, . , � I _. " - , 'W_ Z�, - " , . , , I I . :I I - �! �;:,:�, � ,':_,7 . _� , _.. � �, - , . , --; . ? , i. i, � � 'T t ,ni " � -.,-..--,�li��, _ � _. �,q " , I - - , , , . , I % " ' j � -' " - - _� " - - - , � - - � , rc�,V . � . ,� , � j�,�__p'��"' _� _� . ", I i � ,.."i .1 I - � !f;� ;4� b�f�, " F , _� . '! , , , : ,.­ ,2, ­--,,-�, 1'.�`,'�, __ . %.- __',,'-� � �4 1"i�,f.,--`, �'.,, ". ',',-�.c�P,%,,'.�­ --� �; � �i I �. ­', ­i­ ` "'��_-'_;re _ ,,�. - " , , ,�". _, ._ _ - , , -; ': ".- ��__� . F� %, , I- _ , , , A"Ir - ll.,;l `� ��e�'� , It__, �.,$ �_ -, , , - . ­ � - ­i�,�.. � --. - , -,n, - . - _� �7_ r�la�� �, ..I4,i.­'___l Ft: - . _�..f �, , i.. - � ­,��-__:,--.,,:,, ,e­��,� ­i­ __ ` - - "I . -, � "... - A: , - � _ _v . '­;�;,­�;"_ ­ " ­"' - - `_ ;1` �..,_�� ". . ,:�',- .,. , -, '! , , , _4 !I�'�',T� �.Tj ,,,.-<F, I �- -!,:: :,�,;�i-,�,.���:���:,,�.";�-��-�',--'�,,���:. ,;n.,­ -1 . .1 �- Q1 'Tt l,_;,`Z, � :`-_;,:,� , � 1�;- 'L'*. 7T` " �.` 11 ,.t��?,� - i � - ,""i" ' �� � i 4�Yi' - 'in " . � .1 - � '. � � I 11 :_�-_ , , 'q�l - . _ ", _. _i I --- - ,i,-; z I; , I, �,;­� � .:,'I, _ __ ,�� - "I , � r - ., 111. ,sf-�_'.-! �,"!, ��,t�,,,, U-�"-,, .�'jj�-�.�,;-,_" .:r,.��,-,�;:�.,,ti,k�.'�,,�'I'��"",�,, I . .�, ,,i, 71-Ell-.111,�:1- ­ - , - _. ,5.W , -,, , _ "N ., . __ � " .. , ,, , _; � � - '. �� ­ , _, Vr,�i:-14� I I � - � ,,��, .1 ;­__ I �.� ,i,:�:_ . - - � M .", ! v r I. - ., I I ` I _ - ,� I , _:',., liol., ­ - , - , � . . W,r, ; � � _ - _1 I � . ., . I F, , ­­ j� ,r., ._., ­ 1_ I _ _ �,��', _�t`�, , i_' , I - ., ., , --m-, .- _. � - .i: -i,- " . . .4. , I., .11"n I ,�, ,� r - , - - - , -, � I . , - ,,�­ � �., - � _ - `� , ,, :ir,,�:-', P,�--,5-,�T I � . ' T 1, � . - . .., - � ;t�i�;­Y7-ZQ'Rla P.,'�­_�-,!',-: _,".'i IiP­� -, i-:�­.q - , T', , , 1 ,7, - F., i`i� 11 .. P� 1� , .� - '�' ._� 'l., � ,'ti,�, �,�i, . �.��.; 4 � , ,._ , .i.1-.1 - ­ i t , , �*. .i. � -1 I- Wt',,,�,, , 1� �� , . � � , , Igg � '�'ir�, ,, �, js'�_n`,-.` ::'� -, � �, I ' , .,,�," -, - 1. - - - - _c�lp-.11- I - - _z ,-,�,,�* � " - ,ow- . ,_, -, -. -I __ ll�. �� " F. _'­�,,,". "I": ��'. ___ F%­ F - i, I � _� �, " , " 1 �- .. _v � * - � ,,, _� .� ��, - 1� ,-1, _T �T­ �` .'� I '. , !!�,i�'y i", O., ",­ ,,-�; .... .. . . K& . w - i3m�, .;�. � T­` i7-i ­-v,i�. I - - - I— ` � ­`i,`.( _. *� � -L,�,� " ,­ - .­,_--,, I _ _­ 'I, , '' ­­, ; ;, I : i:F _" _ _ ,�; , *_ - .,--i,i ...... �� 7­ - ­1_1_1-�, ,,., -,,N- il� -, _­ - ­. , - r _Ftl._�, ti:.�,�M,m$Z,-:l "i:,. _41,r'_ , ',':�L' :�`t'l i-,.7j-"n�. � ' _' L - . - .n."', , I,2, I i.- , " " I � .­­;­ - 1.1-il - - _1,"�,. r,, _ _ , - - �..�,;­. � "i, i ,�� �_��.' ', i'4i­:-l'­',;': _.�l " .-,7. ,. ­�, - , - " - ­� ' -� __- -i: - -,. ­,�'. - ..: F� '�� -, �_ � - -Ir-.,,., �, , 1, '��, `-�:�V,� _& _,-, ". � - .�:,. -__".I�`_� '�i':� `Wr-i� ; _' ".La . - -_ ',_'_':�iir��T `�'­�­­, 4, ,A - � , ,`�*';,:`,� - ., .� �;� r. . , , ., , ,�,,J"4­ , , , - ., ___ , , e,-,� , ,� _ :i, ,-1, t� F.�,,_rA.11 .. � ,w - 1� . . w . ,.­ ''. --A�7­­,____l i­ __.,�._, ,j_ - __rzL,�­­-, - - �, "' ,_ _ _ _ :�'. - --.,. I " - §ii ii, .� i 4�; __,F1' , ,�, _1,1--;"A;r,.T�-, ,'I-�Z�,:."-��r,;,..".-�";",7)�-.., , . ..: -.1.1 �-­�,;,,i,.. ,�� j ] �17,�F;�. �-,i-,A,_,i­":­ Z., i - � -, a ".", . I I - I PiN ''. ".,U_ -.,i,-� ,� �'. -,L,- - , , I - i., �, � - - " - "�_;,-'r-'_�.:.' "! - , i _�­ �­_ , � ,,��'. .1 �. 'IL',",- '�. , -i i4f .�, .i, _ , �, �", � O . �lj­�f�� j., ." ", � ,�d),Tr'T - , . . Z��'�' _,_'�'�,�, � I * - L, ,� :�. __ _[,__ - - r . _,,.,_ _ - � , - 1� � - 1.1, � , J,r _. . , , , I - , - .1 ,� i - _�p .... .. -�:--,, ,,in:�F ,,- ,.,!W , - �ni.;­ 11, 1_. , _�._ ;­., WIF." 1. FAI - wL _: -1�41 ,�v - . - , � � " , ­� " - - 1'�­, -.; � , 1. ­ ­.L. .,­. i.­.;�� � ��;�'.i�.- -�,.��,��,'%�_�,I� ,i, I - , -­�I,�*_�;��illl I , ?� � . �. - in. i_,gW,�i,, ;,n,,,­,r,-,i. -f--­.. - ,,, '.1 -z'F � 1"�*, '�,,�;�"i"l�'�,-"..�t.�,-"f.�"- :Friii7'. .." 11: ­� �, . ", - - , , , , . � 7 1 ,. I � I I - I 1 - '. , I � I , - _; I 5., :7-,_'�­i�­- pz',�,,*.�'. " " .. - ­n:I.'l,X"� ,I - . � . __ I , ,� , ,�'�_-�,.'�,W-U ­.�:�j -i��=._­ __ ! '. � - � , 'Ll, .� � , , � - - - i� ", ;. ," - _�t � , :. . . _.. ,. . " 1 _,�, "', . . ,Y,,,�,!I - , _ 1. d, -, 11 - 1 I I � - __ .- A—, J�i: :_ ,:, , I -- - _,,.",�, ,�� , ,., 'i I _V� �FI :i , . . , . . - � , � I � .1 I I ii-I - .i., _'. - . �_ - _zFly , - , A " - -,.�,,,.,t', .T,�'�' - ..,. , ., . a ''.. , "', - I . nmi­", - - � -, "`_ - ­` ­­ � , ( . I , 11 �� _­­­­__� . _ � .�l.:.��-��"i�,-,.-�,,-,".�.-I'l-L�l;�", ' ,�-� �AUF.7:8.111..I' . � - ,.. , .;_ .�: � �._ , � I,- ­11 �.. I - - I - .", i­;,,_-, �,,ii% _ , , r., " '. �":t. - ".. .... , . �,_�, , ��.,,,.7, &M.'. ;� ��"--,�',�:��;-- -, ;'W". - 1-1 1. I, % -;i .;I'- I - -, '1� ,' - - � _" - __ , _ 1. ,F,��f J.J� I " _, L � - _� �_ _.' � �C'._ � . __� � I I�,�,, I � 't. I � . ." , , � - � , ,7, ��� i - � , _ ... i , __ N - , . T , a - . _� 7 _ - . wl , - , - � . � . � I - 6,,,,��,i'_`-"�A,1�­ -- . ,. � - I � .'�. - . I, , - -, �: I ­ - , I., ­­ , - _, _ , _ _�?.. _­ - , , '�� , ",;, �v. . . � , ­ " , � '­­­ � I.'", - ­ ­_1 - - - .� -­ - -- - `:;-:,:, , - 'IM., ��..­,,,�-,,;.-la:. ,�, , ' '..�.'*!�';',�'!.!. - T_, �'.';.,:' ",�� _. ' ,7�11T � � ;" ow, _. � � , .. ". - , - ,� -.k, - r jkr��, -, . , . - - ,� . - - ,,,,, �, , 11, I - � - , � , ,� � � I . - " , , . , _ " t�, - ., � : .'. .­� :�, , � I . �, ,� __­ll 4, � - ". - . � pn - .- , , , ; . i� s � . . ; - �, � :� - .l-;lr_-l-,i'N' � - � - � - � _. I _� I �, i T �r,-.;A g� � j � _ M' - ".1".- l,h), ,;,i�,-�4.­­'­ �-,�,�.�7.11!74, !�,­% - . il, I , 7, - , z _1­ 1- .1 �T-�,_� -, ..", -, .W ,. � � : _.,,-�;.�c�, , . `:` ; ":: , �' I,, ; -1 __­ ­,_� ll .1 I'll : 1;1-' " . ,- �.'._. - �, .�. i. _,� ,o_3,1.1"111�1_V .." I L 'i I �1�1:.a, I � .. � - , , - " 1. . . . I �, i� `:�­,;', - . m , . :, ­ i­,I� ,, - -l'-.1 _-A ,­ .� V , t:",�., r ,� , , � t , "! � � . . _ - �=%.� � F­ . � .... 1 � I - �,M 61, -i� . , �', ,,, . � I -, i';�,_��e- . _I,lt . ., �' ,, ,7,-. 4�, ;'l _:i,,I`,� � , , , ,�-_' - I ��,� -:k-., r � I I I iz_ "IF . - �. "I I - 4i�l, :-, ,`._�: ,,,, 1, _', � I ,tl;-�".nn � ­ Fo� - - ­. � , - I =, -,,� %�,' � ,�� I -) �,� ,�l %il. - , ", � ` � . , - , � I -, i ... - I : 1. - . i��: - 74"l- - � - ­0-- :i,: , , `,;' �- _,�'lii�'�' !, � :=�F, - - . '­ - � I " , �. - ,, � 1, . .,;. -, I . "?Z1 - -, ii�: -:7�`: '.�'I`i�� -1 I . � _­�r . � - .. ­,- ­__ ­,Alll W VMP.-�,�.:',,�','T�' ,�z " --- -.1 ­,% !,�7; - ­,�,�,-,i.-.�.,'�,a�-, ,,, -, i��­- ., �! il __:. , . -1 � .. , - F � ". . ,­ - lq'� In . ,,, , , .. �, - �_4,t� "'t, " . i I I - , � A , in M'iy. I �, -:i'tt- . , - kol - '� " ­_ _", - � , - - , FF�, __,_ , 4 _ - . "Ili, ,A, , , I ' : 1� - �­ �,­­­� t_f_r., , �� uv _� 1, -1 P­- ,,,., " ,�­ " - . : " ', � 1:qi'k, 4 - . _: " , ­ - � I , � � ,:- --! � I ; ; - ; - 1 1 . -I. -1 ii I'L�). '1�rl ,,, - - I . .V, - .1 - : .: , , - � .. ,, F�,­­ .;_L . - , � � , . , ­ , � � 1. �. - � �, , ". 1-1 � i 7., Fn 'i "'. _I I " . ! - '..,-. 1'__� ­11 , 11 .1 ­­ , . - t : , �R & 'i 'x .� �c . � _1 ,*ti - - , � ,:F�� , .. __ I L � I . , � , � , ,:� .­ J , , -.,-. - - � � . $ . !1��l - -jr, , I . : ,:J:�- .. , - ro . a �.', ": �`�- ---2',, -- 4 16 Wctm , - ,;��_.�,,�) ':�;,�,,� ": I .. �_ '': - � _p I . 7 d... ,,li � - .1 ". -; -, � .-,,�, �_. .�, ., - �-�, ."F, , " r 1�1, I - ',V,:�_ I., 4 . .1 - , : , * 4� -117 7�_!_,._,,,��5:�111__:!�` ": ..... 1, �,z � -- . . , - � - - , c - , . ;.- I -.1', nV I "., 7 , . - . ­ , .. , ., : - �, ";i L, I - , in, , � , I" �-, - -,`ie, - %,�,� , ,�ZE '� - WN , : � I � , 1. - . .11 .., f - J. '. , ..:- I I - , I , , , i,� 1�2 �, - - I-, � ! - 1. i � � ; : ` , � ,�� . ik�l ,I. .j 1, ,n,, i� , I -;pl - -I'. � , I � - . � , - ­� Mill . , , , �� , :; � - � I _. il � - ,� , _�. � -, , . . " _iT 1-1 -- � I I . ., ,l � Lj� z , ,,, " �� .. I I 1� . -_ - 2 1 * ". - __Ljl -A - z _,�_ I ­­_ - __ - -- . - � � . - Z­�­ � - � . 11 - � .1 - ;z , , _,�,.­�,�­ ,.T. . �. . i:;'..'. I I - � , - - , j_ . :.. I , , -,- - � . - .- j,- j,- j,- j,- j,- , :::::: .. ��, , . , N. PROMMM I- � -' ." - ,_ - i­, 4 - __ I - ._� - __ ___ ..... . , _�,�_ :;J, , . - , �, " ,.,�.. _,�� . In� . � �� -- I ii; I � � ,� . ;�t � ` 7 - - - I- � ..% � _.. I I , 11 - -fi, -. '.,�, . .�� - 1-i. I ­­ 1. 1, - ­1 1.1, ­­­ -,ZTkI , , , - - I— " .. _._a� �_ ��_'.�`� - - ­1,17.',��,-,�,�,�;,�,'�,_ ,�.-i:, I�� �, , 1, ":1 � � ,_ -, . .. �-,�.:�i��,r'�,-�,,,,�,�,��f,e�! -� -- ; -, I - - . I I � I ­,-, � ". " ." - �:n';i_ ­­ , T: ..T. - - - - I " � , - - - - I 1; : " 1, _f ­ ', , - - IF . �_ P_P_ "ta:�_."'Y� � - ��4'._"' "'�___F` _�. 5�, _�� -"��i_-- �i- �`,-- I . , , ,­,;.�. ',I .'� �r -� I - __.� ; ? _­',i�� , .�,­_;�-,�'­c_:ir - '_�'_�� -_ - , �` � " � -I., 1_1 , , 1. 1. , - - -- �.'.,4:�.-;­_ .- � , � �� , � , . : il 1, - �.-;%­�' ,�,n�t.i'- - I 1:� - -, - . 1 ..: -.T= : �� - - :.��;,�,;---!M 5 ­­ , I � . � __ .11. ., �.. _,',� - -,! - l , - , - ,:T� ,Z�:��, - , :_ ;�� . � ` - -,., �l .,M� .. - . I .? - -_I,- - - . �� .­ I 1". " i,� ­. '_ T," , , , - " �� -ri"'O, . - - � ., - ;'­� _ � ';, ' - - 'I - - -li- I . r � :, �, .I : ,: ­ - i ,�. . �, � .r. , I �.. . I - - �_Fli..'�', ., � ..� I _ �'. , - , F� . - , . � . ., . , ., , - , � . - . _. - . � . - - it, --- z � ,l �. . -, _T _" '�_%­ Fl. . , , . � �, ,, -. � - � .il , ; i � 11, � - - , - - - , � � - �_. ,, ,7 , -I '' : ,'�,' �� -, ,- , , ; - i�� " ., , - �, _�, � . :7� - � 0 - , RW F'- _­ 'L', -, . - ,�ll 11 I ,. -4, smv ,, ­ , IL - . I, _� I . _, � ,., . _i� �'4 , ­�. yi�f�,i lz'�.-- ..", - A ..-, -,. .1 .,� p - i. . � 1-1 . . . - , - . , . �. :; ', I . I- i � I � I I , . _ i - . � � - , F -;, i� , ... . '� F �. ­�.­ 1. I . ,r � ­�' �_ I - I., - � �.: q I r,., - A�,� �,-��'4�,O,�, g -- , I 1. . .­ 1 1 1 1 1 , �, , . ,q I � , . . A , � ., , '. �,,� .,� _e� � - . : "�'* 4'. �:`,� � .'' � _� I , �­ ­­:� , . .i.I, , ,�-�l 1 � i-, I , I ", " 1. , " , - - I - I I - - I i. , _.'I,dr --i; r. , , . . 1. - � .. . - , �: . � ".- I ,.,! i . - . - .� I I �_�, , : ��_ ,.�,- : v i:- ��. _'� : ' , I I _1,ti� - , :i�,a', I .. - r, -- i 12m:_ - . -1 . � 1. � � � :" __ � 1. :­� i - , ,-, �'. , � .11 �, � �. ,�,I ­ - � , . - � 5 UPW. - I - � �: , ,�, -1 - � - I � IT, ., - .,�t I " . ; " ., ,�,, 4 � . .. 1 1 . �: . - ,'. . . I., � - , - .J ". : -_iF_.,, . _,l. m I e I ". o! I 1, . . � I - �.. : - �, � , . ,r. - _.. , " - I � ., ,i:�: 1, . - :� ti* � - ` I I I - ,. -.�t �: �::'., * � � . � '. � ­�-,� ,-, -, � , , � . 1�i, -1 . �l I . - - . " , - . _�, - , ".. 1�, - -, ., _. ;l - , 1. - � '�,­ ' F� � , , , :i, . - -- - - - , `L­ : u�,7, � 1. I , .1 I - ,. I . � - . - � r - - . � , , t� - . � . - I 1-:: .." I I , . I ­ � I , .� . -�4 Z; - - - - , , - -­ - , - n4"'in, _�4 . I . , - ; . -1 .. . , , - , . �.� I - .� ­ - � - : , , � , I ,,I'. -�%. '. '. .. I . , I t. _ _: I 11 -� I � ' - � .1 F, � - , - � - . . � .,. � , I .11, i�, - ,:� . ��.,_'7..,�,,:,', '_L� - -7�, � �n , , 'T� .�: I - 11 L' ' . . - i I .I. , - ­� -, �, , r . . . � .�'l - , I 1: ,�;41;-',` �i;f�'-:-,,.. .- , - , %::�,� -, `,,� oi��,Mkl'_',.,, " - ­v ',,-; I." - �7." , ", � �. .. � � ;,­� � , -.-- '� :, �� . " - , �'.l '-. -,:.� ­�'- �. � 11 � , niiiV � , , - , . , " " j-L' - � r , ,'.. �- ­,�,, , � � - I I - . i, j � ­1 -1 � ". �..,` , . , �:I , � - , , . , . , , i .I _.- ­'. I _ - ��!. ,-­.�'- - 0 � , . 1-�, T 'i.-t, � _.:�:,_. . , , L . -j� ", . ;I.-l.' .-"I 1'.-'�. � .!, , __�. , � --e - m � I 1, I . , - , I 4 - � I �� - . , . - I - I - -I i;,, I ,.i: ­ I— 1� , 6�, __ .. . ,��,,Z� .� , k`l I _ , , " � � I I r , . 'ir., -, ­,, -�;;-;, -- ­.. -,,, _. �11 ;­�,t,.o - -, �i I . � - � ,� 11 11 -, : ; :,�� - . ": -i': I . , � , I - , ". .1 _1 -�_ ' -,. � - , - ,, KIM -.', , , :_ % "I : ;,*, i - -,.-- �.-- - � - �:z i. � .. re I � - - - � . - . . - --,,-, � � . _� � . . � � - --,­4 �� , -. _7F__ __ ', i .- . ": � 1, T, ­ �. �. � . - �7 I - - --i - �,_:�.� - . .� � � - , ll� �_',-�'. '11� - L ." ,I'-- -, � - - -,. �ij .. ., . , . lI. . . - I., - .- ­11, � -, , ,__ _ , ,_ _ _ _ � I I- . � , r , , . I . , " ..i., , -1, I � - L I : , - " , � - - , , ,�:,. I , n _,,,,r,_: ,,,_i, 11 "I j I I - .! " � �'�', tA 'A ?" � ,.'., , 7 . - , � 1. t'i - , �i� '.::�, : I , . � �, - _ . _i� . � '. _1 1_ _ -, ... - r - . - I � -, ;t ; I.­.,�.l : ,� I ., ,� '. .,I . . � � %: --, ,_, . . I I - . O R �, _F - - :. �� � , . .t � , , , "Ir-1 . ;, - , , i . I , _ 'i,, , ; , ,;,'�, - ,, ,� - . - - . :- . I �..'. - , . , - '. .- �2 -,'. .-,- � - �� it �, I , _ _ i , , _ _ _Q`A A k�, "", .) � . ",i.. j I , , � . 2 1 . � , , , - I , , _ , _ i . �', ': , . , , . . � I 1­1 " I I . s I , "." , . � - - I I � -, _ - '' � "' -I. - ' _ �' "I - ��. IT , , - ... : � . I , I I , I � 4�� . - .. I , .." ._:2�r,` 4,.,- r , , I I T I ", . I - ,:�. . .'��.i:� - " - - ., .- . ��- I . 11 - - I - I I, , , __�_ : .',r " r ;:FI' ,�7'_� , .I, � - I � 1- � I , � . . - , , , :. �! , , � _ , ­­ r, ": _,L. i" I� - , - . - . ", �- ::;, ,- � � ;� �.` ­­­ - --. - , . �.. , , - - , � - . " - . - I - I , - I : Im, " � - .. . ­ 1:�� � ;, 1. . I -, - __&" *i-., � . L, , , � ll-,� ­ � -,.A, � � " � ,:, . ,.'- i�� . , �kAl_QM,ljl-%,.o 7, �v a , - . , : 'i- . � , I � I - ­1 . - �' . , -1 .�, I vt , �:,_ .11 -1 o" I ; .IIA� .,:,:; _1 � .- - 11 I ;_ - -, �, ,: � , . . I " ­�,:i,,. *,. I , - ��.4� , , � r , , , I . f��_"#,.,., A� , , . . . _.. . . I 1 . - ..., ., � 7 � I ,�, ., ,,, , ,.,r - . , " .k�. , , . ;� .. : " 1. ,%"41".,-, �I_ - il.�_�.l .M I -1 ; ': - -:r -. : : 1, I - " n, !- -,.. - 4'i; .,a . _ - - T �If 41,�,., - . , , ­ : , , , . !, , ,. .. . , �, T� " - - F .� - - . -� �i : � I , . , -,, . . - � - I , - , , , ii� , - . .1 � - " , . 11 I . - i, 7 I I . , - ." ,. Wlt..'�;,_ �,�, " � 2;_ � � - , ��, � I - I � lljll,�l _� , �J. . �, , �', � `,F 41:�,. , � . r : ­­ ­­ . ­ . �v , . � I ­ 1, - `--A., , `,­��, ''mi, . .. '... �4� "�. z k , v,j.,`%,,, - -,, � � �,. T � �, - , __t� A;57k­-­ , T ': I , ", - !1� , ,� � �; . ..... . , � � . . , . - . - ': . lill ...� 11 I'l.'..n.j.; I _� , , , . _� t -,r I I -- ­­'­:f, . I . � . I , , , . � - , ! ': l-"r I nf ", __., _� , , L" , -, 1, , . . - ,; , � I . I _r � .. -, . . , � - . . . .- - I _. . ­1111 I- . . - - I _n . I . . , � � I - 11 � I " -1 `�, ..,. a', . - , , � , _­.�_ it.: -d a *�'K�;.' �.:.,_-t�l ,� ' - -- - � , I I .1 . .1. I _: - - :,. . '',Q1, , � " . " �� a . -`,�;� NO --Ri . .... . -� I - I .: .4 - � .5 :pf,-�A,--ff k . .1 .-I s1w I i . - � �I- .1 . � � , , M ­ I 4;c��F - ,, NO , . , - e,, e, - � I " � - - - - I iz-O * ..;� - " �i. - , , � " . , � ,, - - _ .1 , I - . ", .- - -1 ';��L�_'.�2,�;'­,,�j�',.'� .- gx.N-",F-_ " , �', "I., .-,�Vy��.�__ _;­­;­' . . ":'?_r, _ �­� � l�, ,�_ , � � , . I , I , , ,,, - � , I . I - � - .1i, - . _, - _ � , : , , . I - � I . .111 I � � - .I, - � I� L _"f . - - -,i:,- �: �,, , - - -- - . , � " , - � . . I., . , ". . - � __. � . ., , I . � - . i � _7� TL"l,­.i_._. --- , -1 - Lfi­ , ­:-��;, ,,,�A-X'tl�4 7 ��: " '. .-;;' : .,!: , ,,�,'_, z -, - I . . .1,, :, -!� F­ � �, ", �; � . I � , I . . �, ; . _ - - I- _:�, . , .,.. . - - �_%�:_;-_1'3 lb-[, _llp I . I I I . ., j, .. - . . xf: W ; � 4. . , . , I . , - , , ,� , -­�'I�' , �Z �­_��.',�""' � �7 � , � I I I - - - -1, -A . i, " � �,_ ... . L_�. . �. - I 1 .411 ...� I I I I . 1 11 :, ��-.-�,-;L- %�. "' !�:-� , �-: .-�-; I t;�:�,;- . � ''. � , . , . : I - ;j .� 11, I � __ , � - ., I � - - , , -i I .1'.1i7 I I ­ I , . � I . li, i " � �Y - % � , . - ,� -;nIF -,.,:,�­ - ­ �' -i -�'. . - - W__ I , . -_� Q,-v, i� . � � � j� , - ,. - I I r . . ! , I � - - I , , ��', - �,'�-,!InI 4 -I _'�. I ­ i� -. �� . I - I - - � i " , . .. . ­ � . . - ,��Jw 't , - :. ,� .. '� :.. . �_� � I t� ,-7;, -:-�,', - �,� I � . - -, ­ , I - ` '' - I 1, 1. I _. . - .`F'. . ,, I . . _�-:�.�i, , � �7z. �%_ ";,. , _.- ", - ­� - - � -t� ­.- - I - , - �'..,: �' I ,:, 1_ _� 1, , , � ".. � :. , , , , 7 - , i - "�.'�j� _, W. � - ­1��', ,� -� � --k;l ` , - ; . ":,�., - ,,, - � ­-, §�l I If . � v;& , � �. . . i;,,�,,,, I, I - I i,� n, �,,, ,,� : I : Itt '-­!, `� � " , , I �', � � I . I I I , , � � , : : ,:, , � '. � � - - , . ��,.',�!, , �J�,_ ii � : �_ ��4 .,. �� T T� ',�:,,­,�. i ", �-, ', '..;,' , ` :. r " , . . I , �, . ­ � , I ­ _, , ,L_ _ _ � ,. , ,. , - �_ 'i � .: -- -, . 1. - I � �I­ , � I , - � I I ". r � - : " ". �' -, t:", . , _ I � - r. � - . I ', :� � . I'- � , .F. . I - :1 11 7 �, Itz -, . , " - -I.. ll� I _'�l _'. - . I I . - .� i - - . , " "' , , . , . - .. . � ." - - . � -i 1. _ , : - ' ` -%i� In ;-,� : , � _,�_ � .nr­ _�ip i. � � Irc " "�� -U�` "I - - - " , - _�_ .1 I ,.,I::, -, - I , nl� L ­-%��., "�ii �:,-.� _ -, ;�. ,,,, �_��.. % : I 4 am . .'a , �,�, , �t � �r,�'. �,�- , , ; �­ ,.� , . . , ' �,, ­­_�-'. i'l t� L� , .�lirj �V. I - _ _ , .. _ � 14", . zi! ��j ,� �!: ..--. : - " ,I � - I : , I ,. - ­ � __ , - , , -,. . - __ � f. , �4 � _ �. - , ,;,� W,1�1"-j-'],�,,"." - -.'-."-- - � Ft- ­ Fl:ii, , ,. - __ _lL ; " , L - ,� - ­i­ 1'. , _:_ 11 ­ . � _ � . i�,, � , .... .. �.. ';i i ,�: _­ , .-,r � ­ , .: , � : , ,', - � �,-, , I �' I. I : - , 1, � ,�. �,4� i, �,:�',,�-- _'t: ". ­.,., p , - - i�`,_:i I �;. ��,_ � ,� � , � _ _m , - , .. � . - - ,; ;,.�, � , _ .- ��. . j� � - : I � , I .1 � ­'�"L�_,,lv_ " I nr�i I t,�Py -�- ­1 iF � ,,T-�..' 1. ­ , " , __�b , . - ,. I - - , .I- , � .. , 1 - � .I- - -- - ", I . . � t.z­.A. ,� - -. , - 1. 11'ri I - I _ _, , , ­ i. , 4. F�L. _ , . :" I��: , 7__F_�, , F F I 4 - - , �;��,k, - W-6 . I - . ,_ . * , ". i.�-. ,.,,�. ,�, � I -, , j_t: , ":;t - .. _ �, -, � " - --- I., I . , .Y...�I'l - - _ I.. ,e . � ­., ... � " -All., I , - � . , ,� - 1. - ., "I ­- , - . . .- . ;- ,:�­�i�," �. , � , - -'.-�_,� I. I: I, I. - ,� , - IF— .� - . . � � .; -Ini�'? -- _ z: � . r , -1 I - - I 1� - F, , I . - 1. .�; , . -- , - , "' - - - I I *_`1 , lq_,�� � � -�; .. � , - � - 1. I . I . I _�ll , � � � . - , �,� I �:,�, % -�,TI �f;� ­ �,­,-.:;'..,. ". ­��, , 1, "': , . - � , ­ .. .. - � --�: ,,, _,. �­7 - : __ , � � '': � I it;'!il� - � � : , - r. . . , . � � �k:_!-,­,'�, 1 - _ , ., i � � , .. ­ . - � � - , 4' Tl,,_,_,� _�:, L, - � ��F , �, ,, In � -.1 - " - .,!-,W- I - - .z I . I - � -11 . .. �, . -li- "11.7 . � . I �_. - . , I .. " __ 1 _4' -_ - - - �--­ s � 1- - - ,_ ­`�'-��:� 'i. I- � � r__�' I �l _"� C� -1 k ,z, ,_ i', I'.- __ , _ � !�, 1-; , � , . A- 4i*,�� , -., 21,;rF, � - �.'ir,,,� � - " i;l, � q". I I r .1.1, ­ r � %�`�,�, ,, < I � _, j , _� -i , " -1 - .r�l� '�� , , ,� , 4"" , , .4__�. � ",'�_ �..'Illl , �­, -� , � I _ . I � . 1 ; , '�- -,.:. 14 , - - - ". , � .1-IR -1, -_ � ,..,.-i, _,�- '. �:F��'­V­ r,','- i, _ t _, -1, . ,,� : � I X��:i.I�J`11;. �' � . I ,tl T1.!i il - �:�i nF, � - ",:�� , , ", . ,�i I " :�� � .� _. �, i, %�; .7 � ;,: - . - - , , . � _ : , � _ �!� - - � - ,.� . . ., , ,,- - , ;-; , -- � . iimiI � 1- - . . , - --,-- , _ -4 -F:. ­,'�t�:�­im'::;, ��d-_�T.-f�:�j- .:�-,-- _ -1 ' I . . . I I I , - I .,; . ii ;'_' .. , _ ,:, , �, i ",,: , , , _ -- , -, I , , , .__ I, - - , -, ---- -;-L'�,�.�,-;�--.�!����,�.�""-, ", , ,., _1 - __ - .11 I I I - ..� ,.;,, � .:. , - , , � z �� ", , , , .; - ;,�:,prl.i4l -, �.,'� -.':��-'_�i� . , . ". . , ... . . 1, . , ��, ,:,. , , � . tAmiLl, �i � i�'-sn-m-6-,Z, _-��e,.' ,�i i-,_ - �.� - - ; ,, . 'F, 4 1 1 4- ` 1- -, � -�;: � , . , , � , I . -, - ,_ i: ,::,,��_,: : _ . ,;�.!--�_� T. ,,��, ,i�;,�_T �, _i� `�, I- ,� 7 %F� :. ", _ � "��: - - - - - z,�. .,. ��, :7"I '! - .--,jF _", _ ., r, ,',_ , ' -- - - - . , . , - ,,;; . - ­ 41- - ,_ 11 .li.��_V�'_:,-�,� - , - I ,. '. I ­4 __ ,'� - If � � �- -­,:,_� i "", T � .- " '-��'r �;,,. _; - , 11 I . � '.., � . � I 1 �� - I - � '�*4 -I i � ..; � " , : v, -: :; , . - 4 _ ... - I �mE�aFF�xv' I I -.---.,�,��'q�,'-�,�_,. : - . '" , - , : 1. : .1 1. 11- �:,i,_i ..., _-, - - ­ ,, ;% 1'. _ I _ . ­.," �- , z ,�7. - 'i -.1, _U,-�-�, *� �r, , r',%7 % F "F, � .11 ,. 1. F. 1 .:''. I�'.., - _k, , . ,, , , F I . - " in .; ,�,--.­F,�-,�--_ , , � ----,."4- ' � - I:'- -'I�,_� 1, " , . I - - . , . ,- - � - - ": I � , F ; , - - - _� ,- - : '. I',.-. -� - V11 " , �:� - I . - . . � I - ; . ­ -�:, " i�t , - " , ,�' - ,�� - t ., _It� � �,i-,:,,. :3, 1 1. , 1. - - .j: I" I - . , -Z , , - .. _ � .,� ­� r- -�- .,- - -. " �,;-,7.,�,zt--�;�j�l,-.�,w.'..'-'E 1, - - I � ,, 'r ;,""Fi-, t.,i,�ij�:__�_'� ' I , � I . . � �_ ` -_� .. "", .-�,, , " _ . - . .1, � � , ­_ � . � �,,� - - ­­ .: 't � ; . � I I � �­ _;Fz. , ,� , - - � -ar "'g; . - � , - �.::� , ­'�..�� ._:F_ - - --- , , , I I - , . ­ " 2- � - � . . � I . 2 - . ., , - � - ,.,: - , 'i!L - _.i:N �i�, - :i ,,� j i,,?�l .11 I. , ,.� " � , `�` - ! �,"":�` -� - .� , - , , " - , , . . - � , , �_ - . . I ;:, -, 411 V7�� " : I . � i: , - . : .� I 1 7 1 . � .. . � ,.. � I, � , .", , �� 4 , - ," 7- - , _..� , .4. . _ . - _, , , I , T - � I I . ,ii. r,;n , I P , I 1. I � I � -, , ­...n�_ . . . , � .: ,. - - . -4 -�-_: .�� -, .. ,�i I __', � �. I ii: I -1-1 I "., - , - `�` - , ,� -�',, - 1. _0 g. 'il.� 1 I." I ,, � —, "M, � , p F, ,-.I �_:,�i' ,,�� 3 -- ,. �a� 4, `�Y.7'2 .1. 11.11 ., -.,.- , - - a � �, . I . - ­w , - I ,- - ,!_ �pr - .,,� 1:i ­ " - - :�,., _, _.. I L. .. ­., — � - ­�jf " . , ­-�� _ ­ , -- - - - - - " ­ - __ . . , - � _�.­ . - I � . .­....".- - -Fr ­1, I— _,�� .� ... . 11 . ., _. � I .­� I--,. . - - , -�,�-­,-, -z ,'_:�,,�)- � , -� ,� -.-���.kt,k�'�a'7�!R:���-�,7.��'I�L�",,'--,'T-I �­ .- 'Z.;_. " .. _� I I" ; - Sll­'�';i;*;�': � " - - ''% % I '. " ' � I ., T, - - i I . �,.�,, -` -, ,.?­ nt,�FN,!'.nTio I � - -r�`,� - . .­,�� !Z in,�.� -:11 -�_��_ �.­', , �, - L . `;i�­t ,e --!I- , "Fi - � I- _, , ", , . � . . IL. - --:; ,_ :". "' - 1; . - , - " � ", .,- r I A d . - , , . I - I I ­­l I . - .1 . � " ., - I -.,---,?,. - 11 7T _��,,� - .� " , L' - , , , I _ �� y I ��­ .. � I 1. . . . I - � �: -_ _'F Ft..' I ,. ,iiz . ,.I;,�� I � � �, i � . .. -',-- - ,n7 " - ,1­t'. ­� .1 -. .I �L, . � , ; - - ., ,� '. - , _ ,j�; �1� r ', , '. - Z - � - - � � � - ,. . t _7 r . 1,1,1, r :­ �**, , - �,.�. , , �,� - �. �f ,� z , a _". il. _'. . - .' I,4-, - - - ; . ,, � .- ,� _; , ; . , � - J '' : .�� _��.,W3.4j '.1 .1. - , ,. �� ,"�' _1,�:�,.',� �. ,ql ,_*_.---.- " _ - . , ,�,vr, ,:- r; -- -� -,..., _', : � . I �� , ., - � 1. - - Z,! , , � , , 1", k -� - .-;,-- , i, ­�.� '­ �_ -_4,-.1, n;i'­L; ­ _ , .1, 1�1 - � �, , - . .� . , , . � 0- --�,�- "t " -I-. 4 j - li"; � , - <z. -�J:� i, _­ _� ", - - 5;, , � - - � ,, ,, l�: . - . _ , - . ,� 1, - F z �_. - I �*� , - , ­ - ,I I i'­ - No' . , 1�, , , 7-t- . - . _ �� , _�j� I �`_ I L - , 11 ,.F, " ,i .' '-L" � , - � I , - .,�,T. ., . , r, Y,, - ,'�"� - - ". - , . _. - . - ­­.3'�l . .­_ -1, . n�_, � . . � . , - % I.., . I � � -, - -- X, - - , I vl_�/! " ­ , I� _,, 'r V-,'r ­",��,.,.j _�­, �,�� ­­�.�ii - , q, ' -,�: - - ?'�� &I - , " : , . .i -- -, __ r I I . . . . . . , . . ­X­ . i� I IF ', . :� .9 �. , - " ­'., - I - � . � - �I ,�j h ' , -�� - ­ .,�,.�., ,-_ - _jj,_"� I ..... -_, _ ­, �" ­��_­­. `�,144A�Y, - t7,,­ -r',l)'_'lT,-�,,.i, it _ , � - �. -1 4� � ' ; I ,,:.,, I .� I � , I .i I I !� Ff ._ - , - 1_4-:�' 71lie -,. � � 1, w. 4- � ll:� 7!., - -i', �,_ , , - . , ., � ii�j - 'L.!!., _ 1, -"Li`� I - ,; , -1 �, -,239V -.; .' . � I I . � I - - � � I I . I , - - � 7 , a 11 _ .. ,.�, T. -_ :91clld -I I . � ,:� .�, � . . . , � . I � :: r , - � - 1; %:;� � ....... v , , -ioiq -�_­_ _ � . I I �'��,� -, I - - � , , , : : .11 - . - � - , -- " .1 .. . , - � . �V. �el �, _ . ,�_ .. �;�, � ,,(�­ -* -' . � �n,�; - , , I ,_ _ , ,�.� '. � - , , . F . 't . ; ... , - '... M, , , - ­ I - . ',� - t,_.. 1, I - '­�. I - ­1_ &Qj,� .. I 11 - . , ­ , P� t , - - - - I�l � -, .. i".,' _!.'_�- 11- . - , - ­- -.� . � .1., I I. . , .1 %11 , I -, WA ; -�.) L, - - - - , , `A- "" " � --;, - �, ,- " , 1. �. - �'� -,-� � Ft, ',.`�`,�-�'o� �F% - . - ;4�,,�,��,�l�,���,-:.�-�-�4-"-� , . .: �. . �.� � � g . .:i,v , � . . !�; , - 2- . i � : I I . � �ill , '. ,ii . . .4i , -_ - - 1. , . � 11. I _r, � � .1 � I ,t, , , � I I . i I - . _,, � �_ ,1� '), V, ,,- _��, ". � . � � - " � ,,-' ,7� �' *�� %�2,� 1 � . " . 11 I I - ' - , .,. - - ..,,n,.;i,,I,_ -� . - ,�_ - . ,161%. '' -t 1, - -�,�, � j� ,-1 , ..e; . -`­­9 . _. , - , , ._11 _.- . , I " - - t". `,`�, � , � . - - ii - �� ­. , ., ,� " - . �, ,- i'F i I li,� -w -�- � _'. � i. :-, �, n�:� ­ "c , �, '', :�_ � . -� 1'�� � _" r�.5 � - , ­ , � i , . :1 �, � , , , , :,. � r ": - I I I -1, pff "'�,`7,4F-R P,� M Ml " " - - n I - . -,! -� � I ,,� ;. ,� , ". .., , . -i�jTI,-f',ii��, , � --, " i? " ��l If- ­­­ In! � . - ,� , - 11--i ', ��.,­ � , - �!�,,- ­­ , � -- - ,- - - --,:r,--,,- - - � _: i� , - ; ,.i� � " al'i. "" . - �­.-� 1, � " � d� , 1 11 � " -, " -1-1 - I , - I I � - -M - � " - M Wu ,�,.-a--;�.�LkiF_- � ,� Z' - � � ". - ­�,,,,_; I .- - , -, � I . -,2�,- 'I " ­­ - - o . � . : I , � . I : ' " - ' _.�:l . . I I - - ,� � - _�� . _� -.- - _ , -;, . � - , , . , I. - ,­�, 4 � � .:,,,� - - 1'(�.-.: � , -t::­;.�.,­.lmT . ll . -, - . - ­1 .,­� . . I 1 . m , , ,:.. - _,:_i.�",t.Z�F, _. � . - - , �, �,,­ ­� - - , - ,;:,,�_ I �, �_ ': i " - � �.; I � � - - , _ " . . �,E.I�l , __ 4 , , i- , - -`�- �Z � ,% , _._ " r . �',�__ , '. ; �- . I . I I I � - � I . I I I � I - .� -, ,�, , , , , I � . i I Rt? , ":,� �. _ - , . : ;, . " � J4 ­�­� ,� i " , � ; ,,,,­z _�ti - T�1�, �tintj, e I , e"A_ , ; , , . . - - I - -, .t - Z_ . -, - . �IT ., � � - ... I_,� _ , - - F_ r . , , , 1 �.g , �­ - -5'1-' "-�,��,F� W -..-, ". "I I . , �'. . I . � � - . , - - � - - ; . _. � , . !:,,-,,' - � - - I I- ­� -1 I., 11 '_ . . �, � . . . 1. - ;� . I , - . . - . . __ - . . . i .- I- I . I I , � I 11 � I . , I . - . � '.."it ;. ,I - �. . " , "[ , , �- - . 7 1 �l - . . � I - � . - 1. ,_ - 4' 1 ,. ,_� , I I I � . ,.I � :;i, 1 � �', - - I I - �l . - . ;I .. � I .. . r , , _ � .i , �,'­..'z- , '"' , .. F_ , I � t. 11 i� -1 L I , � . I � 1. -� �� , : I 11 _� . .: � ". , I . - _ ".1 , j 7-, �:l _��,_.` - I ,; - i. " . T - ,� � . , � " ___ e'.. ..,.,--',r ­ ­'��n ,,� _.� , ', -_, . � . , i-F­,:,_,;-i , :1 , .i , � , . I �.. I � �, , - . , ,� i �,�,. :, : �,-,. t -1 ­- '!` :. � - Fi-ti _ .-.­ � _ , %, ��,­ r , , i � _ _ , � . ; - I .. - I . . ­. . - . _�L,� 1. I- .. � I . .�� - ,i�, _ - _ - �_, - - ___ __ " � - __ , .1 li , - :_I I I ­ - -.11 :i- - ­ - �.- -�, ­i- , � � - ' " ' ,��' t, , - - 11 �,,,­,;..-_:.�A;.�'�,� - li - . - - , , * :�r _ � - . ;4 � , ..., _-:_r _� -1 I . I _1� r I&- , � � � I � I - i. 'r,,' :-, . . . -!,-. " , ­­-­ - I ­_ , , , it" � ._­%,�: t ':.�Ii��.� r'..� " i- IT; , , � _ � � . . �. . I � I� - I 1 "'2'.."..". I.- � . - - E - . . I- ,� � � , , . . I - � .1 . , I I. . - - ; � , . , �. � I �; n. . .: I � - iw�mi " 1��' - . . . , I I I . I . - , , -, ---; - �� - - ..... - � �� ln,l� � - - - -1 - I .. - ..4 ,.,,.I,- '.-.-- ,� - � n, , . z . , ­11 , . I - I 1.� n . . ; - I � � - .. � ., , !,Ii� .- - ,,� - ',',%� " :��,, '. :,.I it,4�:-_ 1%", I -A 1_0, , 't_� ": , - L , � ,:, J-�;i­,- ,p - � ,.. : .1 I I -., I I 1. I I � - I . � I � ,� - ;_- I � I - : ! . I � - �F � --?__�6�� ;,F�,-'t I .. . - - NE .. , , , . .. ..� I � � I . I'� 4 � ., : : I -, t :, , ; , : :: I �'!, : 1. , i... in - �l . .1 - , � - p , %:� _� - . � I I ., I - �: " � � - , .1 - n �� ." . - . � . t � I I : . � � , I I . _'. ,, ,:.�. I 7_%� , : . j , �Tli�-'­­ 1- � , - , . ­ q I � - - � . - , r I . ., I � i� � 1. I., .1 ,�:"­ - 'i � _- - , , 1'.". � ". _� . - , I �� 1. 7 li::: �l �. ,, � " , `�' - -�­ � , - . I . I - � I I � � I . , � - , ,­ _,� � , , - , - - - � _,*�_; � - - ­i: ��Fil­,� , , . - .­� ir tw4 ­_ ­ " _:_ .,,�, -1: � � , . . , I I . I . I . � - . � I - : , ,�, .. . � - �: , - - F.� 1: . i- ,:­i: , -_--� � 6 � , - 1, - , __ L &:�; . . I I . . - _� _�� �'.� .1. - -,i'L . , ­ % j . � . , ,r,�::� ,�- - " - _,r�� .__ - _1�.'�: --.-, , , I . v . .1 iT:45�4-_ ��C,'_. L , � , � . _ . ��� - ��- ,:'"- - � - : � I . .. 11, ,- - , i'. i � M, .." 7��­ I ­,7 .- . .1 � � L­_: - - . ,�, F_ _. 1-11.1"ll­ .- ,;!wmm ,� . - I I I ­11 - - , .­`� � � �_ .. � , P, r " - - -, _05�.:. . I I � �l i, I I ,': .. .i.i " , , �4 liV .-, I 1�:. : . . . . . . . " "', I I �� I F� �l I _I, ".) -It 91 � � ­ - , - .. - - I _- -, , ,4 - - - , lli-...- --- . - , - - , I r � - I .. - , ,, . - , " - ." r %­, . . 11 ,Zit��­44 7' 1. � F, . - -, - " --:-, : , �.­. � - �_� - - - - . � ___ -1 - : - . �%� �_ ,f ­_�z _�.,. � .,� .'-.,.-n_ _: _i ,�F - � :,_. - . __".:;,II,�� , .".11-0 ­_­ . . -� � ­ - - .. ­ - �: � :;��: � , ��.. �l ''. ­� - - I .1 -.1 � , " I " �� - . - . . . " I � ­ - - - !"'. , ,� .- .., - .." -, " 1!��ll ".. __ - - �r n � ".. - ­1i'...'z"�. . " i'l - I �� , � , " 'Cl �. :� , 1. � '! .r - _ � _:, -i I , � , , ,. � , '; -. �: .'� " , . - ., . � . �� I - , , , , - -.- - -� �---­)�4 !� nN_i�.'r 17­_ . � _ ��­__ i:� I �: � � . . I -V'F I � I -, . . I , , " , _1,��7 ��_q � i - - , I - ,; - - "" " .� - I - � I I . I __ , � - . I . I - . - , ?�__. � - .'Ti, I - _' �-F :",�. I.'L -� - - , I I I I .1� . . :�- � - -. " .1t: t � I - I" - - . z . . . . . I ;, ;.: � i, - I - - 11 I. -, ,,.,�- , 1, - 11 -,�`-ii,�F �,i;j_� V __ I . A "�;,_. 1. _." . � . I . . 11 - 1 ­ ... � -4 . �, . - , , - I . 11 . ..,. , , . - `�- .. - ; .. - , . - . - 1 7� � . - , ., 1T: ��., . ­', ":'."', " r 111. - � - - - -�- ,� �w. - __ : , I !" , I � ,� . . I , 7 , 7- � 11 I I � . - - I ,­­'T". -Yf -"Im � - I . : , � % 7. , 1�.. � , �. i. '. I I - 1, . _� - -. - , 1, , ­�,­�.�-- �; � ._i_:i�.*.�,­.--,�-- , I 4�� � :� ."W ,� � . . I �.; ,%, . � L , . I . . . I w: . I . I . . I - I - . - . -- . , .1 __ - I , _T . , ! , 1. ., 1 - , - . , . .4., ,,@iF rd�' ��, , I 11 . . . ...., . . I �, I . � - i , .7: 1 _� -1. 11 �l _,�,�'­� ,.� - � L . n. - � ` , , I .1 - ­ . I - . I - , - . I i ­ " _ , � . - I I 'i , , �ill, � li . ,.� i - ., � i . I e I -, ";7' _",'�I_, . . - -��:,, !0',t--[.`,,wL, - � ��, � r ".", . , . __ , - , - I - 1. : , , . I � .1 " �, I � . .1 . I � a � 2, � , _. ' :: � - , - .. 11 I . ,� , 11, .. � I i � � . I . � . .. .1 � . - 11 - - - . - - ", I 1. � I - I iii , "I ­ � 11 . . , - ----:I- -­ 1 : ­­ - __ '_ 11 , � .-, - - ­�,� - -_ , . .- _` � i . � '_ � - , I, - L., �,�-.,.--.Z---,.---�-��-.,.,,,-. --�-,'.'T�---�-,7�'-',---_,-"."-- ­_­".. -.-.-. - - - - - � " _`_,_l _L];�... - - _'. - mr�ir_��_. ­ _. i , � , - . I i: __ _��, __I�_ `-,v--, � I , '7� T I- _;,,,_ _' _ 4n�44­ .�T _�, i.., 4. , � 7" � - , ­, � - � . __ _� _� - - - , - - � ;r i:n. . .­ - ___-�,� �_ - I - - � _: - ­ _ , - . I "� � . , ­_ I - 5 ,­_:�,� - - I.� - __ - - - . .1 . - , - - , , - - � ­ - " _ _ ,I7, tir - � ,,�. ;,�_�,F �, t : . - - ---- - - '�� I- . , . - - - F I - .. . - , - - - � - . - r, _.. �, .---, e '. .-' � �� F , ___ . . � I 1, __ . - : � , � - . A - I ­ ).��_ �Z-_� -ii., - . - ,i�,,�.� - - - - -­­ -, � - - - - - F"'. ­ - - I 1. * , :.:� _�Ti'. , ":-, -7 _: , Z'A, - __ - I I I I , " �- im.�;";;�t.F57��ll _- ,� - �V ! _, :�_ '. , " �' _ � . . , - i� T_` -,.- �, , , 1 �7 'i - --- -. �� 4---.;�;�,,--�z�_- � � I . ---. _ �.;,,_,'_� � �- i_�_ - � .1 - - - - � �_ -4. �­s - - - - � , . L - ,�4 � _ � �_ _�, "":', . --,i' � -, _e _ � . _ 'L .� - ­i�,',�� ,�' . � I _� I -- __ ­ - - _ �,,� �' - _l­_.­_.__-­ '. I - � , _ � ­� - .- _,'_ :, �, - __ - ,,,�. �� - - ��, - . . _,?. , , ��_ - z �.g�­_;�:�__--__�:�_: 4�� � - . -'--, -,­�` f!"_7_�_,-�-I�n7­�4_* - __ ', - _�, - j - - - - , � . , . , t . - ---.. - -- �77 �� - �_77_17­ - ­ ­­lr­,�_' - _'�_� ___ --.�F, _ - - . -, ___ ­ ___ - , - , li� - _ ­­ .2mr- _��_"� - - - I - - � �;-.___ � _"_!;L, _'� �; _. - ­ � - � ,,�__ ��, _�_ _� , ­� -,:,-FT...,. � mtt -7 T.r n __ ;tsmi .1 -wTiF­- ��--3­ - � ­ ___ I- _,Z! �� ­._.r. I . . - , - * ­,;�T. ---:�- .- - __-�,-i­� -�r. I -4 _.: � _�% �t _- � 7 , . . . 1. - -F - � I .11 . � �', - � - 11 - I; I _­ 11.1-. - - - I , . . �i�� , _1171. i . I I i � , � �. . .� - - - .- _ - � . � �F. ,.,. - ,� ',�� , . .;. 1, . - . . , ,1�7� . ! ��:!ti� , . . . , , .F..'' . Z' , _ , ii-_ ,�_,, ,��- -,.­�-­:, -,. �- ---- - - -,:, _,�: - - - _.-�"'� �- . - ­ .. I ­_ � 1, I - I I I . " . i; � , - - -;­--_�. -, - 11 . . . " ".�.. I -,�M I :� r , ­ .1- . ' - -1 � --,��'.�., ,-, : ,;� , _­l 11 `F.'' . . � , .� , i1i .�, - '; I: - I - . � , %'� I .1 � ,- I - �. I - _�. -1 A .- ..", _ , ­ I - ,,i�­,,, �, - , ­!�. , - , , , , . , . � I . - _ . - - I �- � ". - - � �_ -14 �qa _ -1 � , "':.� �l ­� ­�,_� , - , �. 'I, ,!, , � , - � .. I I ,. a I . - . I ,::i'. , � I . ,, �, _, . � r ' I I I .:'t _ ,, _�___ "'�,, r' .,, I . I - � Il " ,. -1 .1 .. 1. -, �. , . ,- . ,:; _ . " _��7,, ;i � I - . I I 11 - ­t?�'t" - -ii - ­- 1. �_ -1 ;.,.,, - ,; " ", ' 'ii, `� -�'. F , "; � - , � . I � I . , , , - - i;: .,.% � .,. ,_ , : , I, - , 1, 1. .. , --,-- - - � �z-;-_� ,I , I-i -, , �� T, : - ��l , I %�:_ -.f't' i-_-�, . -- J'�_-,.'-- I- ,� , �'! - .. - .- - : 4:'�" ' _­ i fil ,� , ,�� . , � � ,_ I I I , .. . - -.,- Fic ,,, . " : �. F; i_ . ,�'l 11 ., I . ': " �'L 11 - . %� , � - 'v�1,;i,:- - I .1 _... I " I , . I , , � . 1.�; . � �'. , .� - '_ �� , . I - , , - I - � , , L, . � - _4 �.,it , . . ­ -­�,�-,,� �, 'i ,, I I . , - � -;v�,� ,� ,il,,�---_-, - I - .. , , . M_,� ---F _.�'_ .1 1 ��,7... � ­ -- � . - ___ . . , , .- ­ - . fi� o k- -`i:', iv_­� � . ,.��­-, -, -.- , �; I n, � - . " ,� , ... - --� - - z . - -,a n -,nfF, �� , �:,.-?�., 11 , 'r "L ` �1- �, � ,� " i ,,,,� � , . - , � - �� , - . � _ - � � , ,,,ii, .:­'. . - - . - - , . , . I , . �� . - , � I . ,. I _�', �. � -,; _�L. .--�_r,­. - ��`� �., _ . _'�'t` � - -", - � - - - :L��Fj-,;tt:'� " - � 1 I, .­ ,', , , , , I - � " -� , . __ ,,, . _,isl,,�� .,%-,� 1-1 I � . � I . I : - �ti_El�` :� _.;&�:�� , _`�:i-L-�;;,ii�, � � .�, � �,` -,,"I'�- .b',;.-k--:5 . I I i - ,�,- - , I _�_?i . ��,f!��t-.�-­`, - I -- ,�.�l`----�!, -.�-,��. , , ", ';�",.__ --' _,ii�, , -- -_­`::�`,,'_-F,�� _. , � ­ - I I I 1. I., ­,�� ".11- - � ni� "il'-] '­ L� I , ­ �� ,T,l * i�,' �1;1;�: -., tF - :�� - - , - � �_,. ,,_ - - - ­ .. � - ._t.. _ fi�;.�, 1: ,�n4:,"-14-- ,P,�6- ­', �� - - j , - I:� - -, 1-1 ii ." I- '. . - , , I- -;��7i: �"P 'I;:_- ,,,-,--..-- - ___ ---.,. -_ . .i.�i v`� ,t�,f -,­-�:i;_­,V­ m-, ,-� 7- - , . . -",: , � I _" ­, , , �; T.T� � .; L". - � - ,n­. -% ��-�:­ * - � I - 'Fi� ; - I . . V � � � , -4 � �� � � I _._�_.,_l _; i';, __ � - , , , , F - - _11"_l .eil�i ­4 ��.- ,,, , -'s-'­ -i=­,;-­� �__ - --. -'-- - �_."�_; _,-,, -- _-1111. -1.1 . - 7,_,.­,:i-:t;�_,.t r;:n ..,;,�i�� -, "'; f7� �D �,� -- �_ - - 11 - . - , , -- � �F­ 11 " - I - , 7�:�__,;;1_114:a­�li_, - , -III ", " , . - ll� �` �i,: . . - -, .. . - . � . _ , , � " � � .- ., . - r - . -­ - ..... . .- I - i� - F, �� �. ,, - --b "', �_.-�- %ig-C - :.v �i;,-,r 7,: � - 1'.1 i. � - "..-J. _­1 1-- � - i� ,.� , .: I . . -, i., .. ___ . I.- - _i�_ - .� i � - �� - - - I _­ � . - . . I :_ - I �_11_ 1, , - ,,ZL�-�­,� .. ­. s--,­,�­, I t I _� - .. -­ _. - -A "�� - -, , - .- -­ Fi - ­, I IY �. U-'- I ,- L5 . � �.­_ - - ___ _. ­ - - ­- .- __ , !� i �,,, .. iis " I i , - - . 4 . '' �11 �q,�: : � � ­ . -, I . I I , I t - � �mllll I : " - �i, , � . -,� , '- � , I I .t � . � . L �- � :,`,,�­ �,, , -Fi- . , , i : I ­:­­ "; . -1 zz�l� . � �'; - , __l' - - i .� : � � - - �_ ; . - -I_ - - , - - , , , � , - : ." " -LFF - ­ I I ... I ­,-­'. ,,, . .. '. , .. I - ��L . - I I . - _.. . : - _- - I ­ . � �� i7_ I �, � _�O_l I - ­ , , .. � : � �� , , � - " ;i,;-��`j��,,Oir I �4,�.r-,.---_. -'rat �l = " . "" t�,,_ - . � . ­�t - , - , - __ , �7- ­': ­'�-", `D,,,'��.i--�;L-�,�- , " " * - ­ - , i:� - - , - , � , - , , , � . Ii ­ _� � I - , - _�, , , " � _. �r�-,, � - �, �, .. ,", 11 .1 I . - I in ..Lr U ,z�_��_4* _-�44,'., "' - _�;F� it�w , ��_ . _L�� llz� i , - _:_�v.o - I., -FT,T ., I , " ��,�,,­ � , . . � i& - , I . �. ., - � , � , � - -.1 " % � � � � . - I - - �,���--� 77��7_ '_1 I , � 1, ,� �-.n- ,,, � �, - ... - . , Z" . �� �l :. .� �,��i',';.� I � I . � . iz'' c �'-*i; - - I - . �,� IF � -i ,� ,�� , - � _,�.,_�__,,__o I . - F . _. �_- _.=�� ., :_-� 3 -,:;,.-,. _�__ - __ __l. _ �. - , - ,L. - __mm:�."___ _... - - - _:��_;I­_ , , .;��.. � -, .L- :_."",.-;� ti, - � - - - _J_ I . � . � __ - .. . � - - � , F4. -, - - ._ " I 11 __ 1. � . .: _- , __,! I ,,,,- - I I - 1 I - - . - .11 I . , , ; I I ­ . _ r ,�;. -! - e .r " � , - - , .. __�. ...� I I.,; . . _ ��.'I,� � , . , ik"� -1 �� . b- ';, _,-­­: � ,I . �� _, �.".�r; ,F,."� , I . - .- - : � .1, -_kI� "�­-;- ",,,I ,,�L�, . n ��� Rf� � _L " i. I,;.--- Y� , a T, - - � _ . - . - ",T m - �­ ,- � ,:. - , -11, - - A . ., 11, -7; . - �, , t I - 4- _?�% -It!_ � - - - � . . 7nl,� -- , , . I - I - - . � IM - I INI�%R.M - - 11., I - - Z� -,,.- � - __O�m I" I _Rl� III— __ 'ok - - ,�', �-k�_-�`Aw__:,_)& dqF , , ,­ - - . _ �, I !_-m- -,, � -,-,-,-.- - - - ­,,i.I�.­­ . ­_ - __ :� � - y r4om� � M, _.: _ - - - . _�,_ __ __ _T�n` . ,; 1, _-_knf;t.: 7w=. _� . , vv --- i� Y - . - . __ _ � I . - I In,= zz- ).l'V­lffiwr_lw*S_ rl 7­17 -I - � - . . - - - - - �,_, 7 - 1_1 I- . - . . 11 � " , IMF llwya, �v Wl -411- I L �_ - _- , , , , - . yi::1.1 :71 7.j.vu-_,', - - ­:�, - ., . - � ". . .� , - _MM7I ­-­� �­ ---- ­ __ - -- i, I.. - � � �.. - - I - - � ,� - __ - ____ __ - - �.,L� 7 - . - , - _­ - - - __ _­_ __ - - - __ __ - - _____ _ - - - __ _ _ - - ­_ - � � :­'] � - ., .,. i� - __-_ - - - - __ �7, , , '. _`­ - � . - :��-,_ll ..�',,;�, , il:__�Y�I,iil, --., i � I .1 . . � ..T. __ , r_ . 7 . - I . ­ � 4. p -Z,.­�I:!-_� 11 - �� 11 �. � ': . . I - I- - 1; .1, - I- ­�l , . - . . ,�I , " 1. I I I., � - - I I , , - , - N.. .. ­1 , . . -i , , ., ­'­,��.. :1 �, _�_ 1 'J�, - i"_� �i­�� ­� - i 11 ,. � -I -, i-: -, .-, i,.�_: in ,- ii I '.-ri�, �,'�_'-�',­,:. ',�,�� 't , . - -":,; .. . ,.�_3�­ - - - - I .� I ­ I I ,- - � �,4, - I " - - . . .i - , :, - � _,; - � I 1� ,, - I I 1. -n.-. ­ �_11' " _';�_.'j;L,' FI __.Y�-.� F,.__'--",--_.--ii-,. -'..'- 71, � i p I ., : : . a�l . ". I I - ',-,'Z�,­� ­­�' i.­,;­.-� , , � , , � n " �,,;,�; � , .­ : _%, ` �-;`. .�'_:T- - , - i ., - , .. - I, -�-- , , ­ � lF . , ��F': - I ; i _1 1� '_��]�� --`,� �� -, -` - .��. , r.- - -�.���"-".�.'��_'.�L:"-:�i,�ll-l��'ll. . - . , , - . '.. .:; �� F, , . - " " n , ,`_z �'_;illl. �.�: il�iTi ��l , - * I . f �,-�_- � , �F,,,., " - - �_ . , . .��' '4 " - - ­ I 1��_I.wii - �:�� .�-i� , . I 1. . I "I'li- - - .". � _ -, , - I . I. I - . - �,_it - - . ,t� � I q -­ , , � - - _.F, t�,�M:Zoj_ '� - .,ii ", , I � , - I - ' - - - , , - ., . I � , �, �_- I "", " . " ,,��-,�-`­�!� . �_._� o . - � . !'.-.� , : - . . '. � I - I i� " ,F I. _1 , , �. ., ir-,,i- � -. -I , , � � . , .> , - .. � � . , - - - : I _'l _1 " - �ii�. 1. -��,.F�', .,* ­q,­ ,� w :­,� ". :F ' _r' � . I lr_-­��"u.� , 11" - - , ,2: _ o f " - -- ­.i: I �, ". �:", _. - ". � p n. �­, '_� � I , _41 . �_ � � ,", , ,,, n ,,.�, , ,� -; , , . .:", ,;�. - - 1. - , I . . I I . � . �,,l . .1� - I . . . I 1-111- ___ 1"', - -i � , i -, ��,�, - . I: -, . . , � ,�,, , - 1, - - i �_- � _,;��,� . .. � n i %1� - � ,- . : . - . , �_ ., I - , .1 * �., i � -, , � -.� � , �il�,_ t2�, i:7� - � , - F I - - ­ - � W. r� , : -11 , .: -. 'T;,I ". - " t;�,-�.,: - - - ri " . 1� � , - - - , �, . I I I q i, ,:_� - , ,d . - - , , � ­. - ��, : . , , - , . .. - . - - , , . , - - ,,,i;,. 2-,--l­,",, �,­f��-� -, :,t�� �. ,. ,-,, -,- .;". -_ -,-- - , �. -. - ... - , .._. I I . 11 � - A� ` : I i; � - - ­.- - ,7,�,,4 ittl, .l - ­ � I I - . � , , ­ - '. .'r I - , -,. . . 1. " 1�__ln_ -, 11 - .. , -, "', � ". - - ,,, �Sk ";,-,? _ _ . '�lr ' - � - � i - - ,� � -'' 'i . I . . ; `�_:, � ", i`,�-R.'�'rp,,t - - - : - .K ' � ,- F -��":� ,­ � ,�', `F.� I " ." .. I , I I ., , ,� ". , , , . - ­ - . L �., � , I iIl,.�. - � �W'.; 11 - 1 F�, L', . � . I ­W, in,.�Z�-4M�z,� . - - - - " � � ,ii, I � - ­�� , � - � : _�' 1 _­ _,. :1 .. - I . . � . � I ,. .__ I I -, . I �-' L - - , " � --, * - , , , w , , - , - :':' r,: � . I - - - 1, 1, - � � . . .. .., � , I �, � - -, ,,,, ," � , "I -1 , ,,, � I I � . I - � ,% . . � ' - � � . I - � 'If , , - __. -1 I -11 1.i� I ,:.. , ., 7'_ ' - , , , . . � _iL, � ) ­. ­ 7 � � _' - -.::- '.' � - q .;�_; � - I . - 1'. � . -, - F . I P " , � - ,Ti� .,;", , - I , : . � . ,� . - � � ", - . . . ,,, �� r' - 'ii �' - ", � --� : , - �� � i-I 4 - , n, - ., � _. - :,:.- " -, �l � � I -, - -, - ­il,��­ I --� n� � � -,t�,, ",. � . , -.1- 1� , , "T ;,� . ic �Z7 " - - �, ,2, .� ,,, ;,k;. I , � �� . �', , fT,5:0 - .�- -i", . - i - , , � :; . � - - �',!: � 7 - i: '' �. ,. - � -, , �,. ,. . -., � - 1- - , , . ,� _. - . - , _:,n I . . , . I �: I � , - ­11 -i -, " , . , . I I - - I , - - � , - �, . - , . ,� I' � - , . " - - - - __ - � , ­."". .. � _ . � , -, . � . - .. ­: � I � . . ,�,. . I , .. -.Wi� _,,�­ , , . , ". T 1, W-4 1� . i - ;.F . . , " 7 - , � ;�', -, ,�,:.,�!,,- -'-T,.. _ l.. :: . 1 , ,i , ',I - - - - - � - .", . � �17 O'. � , - - 1, . - ­� " ,i: ,' ,7 r � I _. �.­ � I r - � � i - - _,Z"., - '. - I , , . , , � � I -, . - ." - , Z­�� : , - ,, , -, . - � I , -, , _. _y'. - �� , IT ', - � :, . i ..'. _�, I,. , ,. I. _'. - _- , . ' , - ` . __ 11 . i. " "­ I ", - I ­ 11 ­ - - 4 - - ' --,:, . � - I ' � '�' _- '..,7 � I �T I IT - , _�.4 Fl "�. - '.."...- . i ���L . - - - __ " - , , I - `�, - - , . . I . . - . - . ''. - ­­` "i� __ ­ _ _�._.__: �_. :1 . , , I -91, _!,�,:�­.' ,----'--,,- ��-­. _. ­ :_ . *-,-,- -- - - _­_LA-�__: __­­___.­.._ ­ - - _ __;�j. _4,_ _ 'j� _ J. _,r � _ L�L',i � � �_ � -__'�j. , :_- �� �_' ­- _' �'�': -" ­ - I . .� ,,,;, �%­�,, : - - - ­ -I- . ­___ _! ­_ �._�l ___ - .i. I . I , - I i -7 i 1- � . I , . I I .�� - - 7� Te­1'. .- ". ,,, ... ! , "v ­. . I , �` - � . A _. - __ . - ,,� . , I " . - - I - ­ ". c-, " �,� - � 7,� ...... �.I;, - . , . . . . - '�,�, :; ". , - � ., . . I �. , , ­- , ,� - �-j. - - . '-,�� :�, ". �,�, , ; . . . , . I � .mt, . I . �-_ - . I i: ­-�:, - - - � . . - �! - I e� - .. -.4'' , � - - I , �_ . " �,.�i I � � �`­, -;-, � 1.1 1, I 11.1 .., � - , , Ik'- , , ,,- "';­:', . : .I �, , , --*. , I , - , . , " � ,� � - . - . I '. . . i Z. --� . I ,�,�,i�� ,. I I I , - . - I .. � ,,, . - � -, -* : "' : - - " , .��j; �i:l -. *_ r, , �. .� ­ I T, , �. . - , r ,:, n, 7. i � , . - 1, -, .. ` .,� I".-i . . � I __, �. . - ,,..F- . , _� "I 11 .,.�� I - '. _,r: � ; ,'� - 'FF- -i, " , , r _- " o I - - , ,� I , - v ­_-_,� ',-' t� ,�l i­'._i%-; _ "_�,:"�i� _ , .,. I _,�.; '.. i . 1. - - . -- � , - - . ". � , � �F� i ,: i,- � _� - -. - , ­ , � . , i - ,,� -, " i. . : , - :. , ,�-,-�' , - � - - I I , , �l - � 't� - , - , -� :� . ,L , - I . . .11 r .�, . . " . ., � . I I � �, , � - . . ,c - , - , I - 1.�� 'L� , ,, I .� ,; . - � .. , - - - I I I ' , , I . � ;­ .11 a4� ') I I . � . � ­ * ,F�.�'.4 . _� F..�" - '-,,. n '_L�'� �_.�_ I - � -.;'j'i' - I , � -il _. , "� :-1. - 1. i ., , , .. ". _� . I., � . . . - . � I � I - � I � I- '. ".... � --; - , . .. . , , 4-, ' '* ,- - 11. . - _­ '�� . - , , .�, i", .� : , ,�� F--j,i.-l.mi,'__-_ _:i-i . 1. 1. ,�, ,.� . - ., F - . .. - ___; . , ", , � ­�� '�' - ,,�jj C." � � � , L -, " - V� .1,11Z I , , 'Z� - , , ., 1. -� ,,I F � ­ - ., L, , , - I , ,�. - � - , . : I I - - . -1 .1 I , . � - � 6B �9�:: , .� ,,�.-,__ , - . � % , : -L��,,.;_ . � . ­ I ." I . 1, - - . _ . ll_� ,�� i �il � , � . " i �. _. .1 , d,. � .. .I- ­­ �� �..Z W C r � - -. -*�,�z-.,,', : -, I � -, _"T��kn - _ _ �!� i _'� , � _ I - .,r . . I - -:' -11. . _ - - ii�_-_ " . , . , . . - �, pr.�� - , .I ­ - , - - , : . � . - �i�m,:F. . ­L-, , , ,,� I ..�­­ -, � - , . I � 11 I I � 1, ", - - I I el ., . I . - - I . p. � - - , . __ - I �. .­ "', � , - -1 , . , ' L 11 � '�- 1, - ,� T­-: . , � '. � � i " "'. i , 4 _ 'i-1. I "" - � I - I � I I . I � .o� ,_, , I I .1 1� I , ! � i, - I ,;t , �' , . , , r' ._ _ - - - - � , - � I ., m , 1, , K� - , - . 1. I - , . _, � - . _. 11: .1 : �', 11 , - .i� , !,� . . ., . i ."--- I 1. I.. ,, . -.� ';�.,� - ; i,.­:.,i. : , , � 1, ",.� - - I i ,.. , ) ". � , :, . � . , I.. � " . - . 1­ - ­ ,, ­ � ­_ . . . , ;.- : . - I - , i � '. -.1 - 7, 1 '. , F . - , . , . --- 1_1 " . _��, �l , _�:, I.,. � ­ - 1. , . .1;,, .r, , I ­_ _51 . �r­ � ,, r � . , -_ ­ , � Ld Fi' , - ,� ,'T. - - - � . I 1 � I ,­_ 1'1'� -11 - , I , - "r 1 - � I q - - , - . ,. , - " ` - - . - - `­ ,� -Ft-. - - ��A` . , f - r _ , -:_li_k . . - , I 111. 1_ev�:PTV�i�& - : - , - , �­ . � ., � �.`: - . - - :: , -.� � � I I I . . �_ . i li , � I � ,� � , I ol � �, '�n ­­1', , "., ' .­�'.�: �,'��; _�',��:� �,:"` �­" �� ': .1 . _ , ', , �,4��­ :' _ ,_ _,__', I , I , _- , , i,7� , , I I ; . � _ Ti�. ,.: -.--��; :� . : _ , . , . , z ., . � - .1 - -I - - I � ­� - � - , - , , - - I ; , . I � " , ,:, 11 - " i, , ,,:� , ,1, I . . . !_ � , - - , " -, - , - - - I � , � I I __.:�11�.'.k:l . , _5 , �, � - -T . � ,� � . :� " I - �� . I ,_ -_, �i;,-. il, j._�,! � n=n, , , ,j ,_L� , � , - - , , � , I . - I - . . i ,vil , I . � , ;. .'. F�. - _��,� _ ,,, �-�,��WVAI 4 i ", � L_ I - , - - - _' , --,, r . - , -1 , I � - ., iz�.14 .1 I.. " , I'� , : .": t).. . __­ �l "I - I - ,vj . _iL F 1. - . '. I ; .... - - ", , , - " ! � � z�,_ , , " - 'i. � I . ,; . i , , . "I - . I ,_ � -i . I -, � ,� f., W ,�,�;­, , " . . , .1 11 , .� . 1. I � _1 , , . ", � - , . . � . � . , , . ". � 41� , I � , i. t .-.11 . ... - . I ., ,, ­­, , �;!: ­, ,, .'i,,l;­',�."­l � --�ll -,,� -, ". '� I. ­� ­­ I .� '' , .� . :4 .j 11 I I ,.-. - , . 1. _.� - 'r ',,. . .,�,�F, '_��; _ ,�""_ .1 , . -�; '� - �*� � �,,I,,� 4 `�` , .1ii. " I .,. .gz��..L� I" � ,;i I � .� . f �"lni Il,", -1. . ., -, , - � I I , , I ...; I ,�,i ._ �­ :L , - I I , - - ­ I _­ ­­­'�- , - � '- - , - . - - � ­ . I -,I,;! ,i�,._ � , � I - , , - � . I , . `�l , _ , I - - . . _!-,�;. , ,�P, ,,�t �, � - ii . . . . .. ,�, - , __ " �, , .� _ .. I .1 �. , ", i�,'� ­ __ ._ - I , _.,.. _ L 5 � . �. � - -1. I � . , . I '. r�, 1__ �l . , I ll'i '­�.�n, 7, � Li, , __ _. . �, - . - - , � - . I r I � i,p -�,,­, , _; . - �. �, - �:i% - t_ ,-­ " " - . � - 1� I -P,i�. , � ",_ 'I..- ._+� , ­r I . L� - - : _� _%, �- �. ' . :.r , , - .,r . � - � ,�'� � � ,":"� . .. ..­: __ , 1�1 1�,,�R.�,�, _� I i! . I I . � , - - - ; , "�_ , ile.:�' -, .4 , , I , - � , , . .. � , �!� � - -,,,, �-,­�`ZwK,'T, * -.'- - , , I . - ., ­� � , , *�:, 1,, , - �.- -,i ­___�_ -1-11 � � ___t�- �.�'.,� , , . I- -1 � :- I I .11 .. _ � . � I . , WR�!',", , : , . ..; I-.'' :;�'! ,4� � -j-'TT, i � - -I 4 " . , - , - , , . I i . . ,., , ., I, . , ..- . , * - I - " . , , - � In_ I _.- � , , -�- ": .". I-,,- _,�gqr i . _. �� I I I I - - - . , 11 .,i�..M­� ' , I . I � - __ - , R11 ­ iill_� - - , , � _r - -, , , - . , , � . ,_ ,-,-,- , .4", - I I , , �11.�4' 1 , � :__� I " I - - - " - - �. :,,I � I . � �. 6� � W . -, - = , * - 1. , � 4 �� " , I : "',_�X:';.7 . - ,- I r ,_ _ I - I � it': i � � - _: . � I I - , I - � - , , - , - . . �, - ni� I I -.:- , � , ­ I , . �: 1'�3' ` ��� � .1 - i � , . . - - �1.1�11_ ,,-��. "I -,--,.. I I,— - I _!�_., -1 : .. - _ . I f, ,�- '. � . - � i " ,- -.. - :. , ,ii� ," - , I -, , - - I ` �­ - _ .- - - -- - , - 1. ; : �: �:"_, "�3:,-`�-_. , -,, ­:� "i -__ -, I _.i�;`O'-.��'l ", � �� li,� I ,. 1, . I'll . I . . , , ". r- ` ,." , � ­-�"7.- ': .1 ­ 1. ., �,�5_ - , � � . � , '7�p:�_ , . " . -_ :,;'., I , -, i ., _ . ," � .1 ��: ". . ,� ., , � � _�, I , ,. .1 � i Z;,,',l�,i,_- " � . ,,,, � i , ,,'., , � . , ­�,_��";�"jlli "I". i- .­_. 11 I �'> ,'�,'Fc-; ,. I z��t �, .;'­­ -I.."'T". 11 : ',4 - F ,;� 77--; .I- �i-,� . _ � , - ,;_ r, � m�, --- ­` -,.-. � , , � � , � �,: , "' " ,"` - I , , ,�, � - I "' --W-Z,4'.��: , !.� - � , , '­, , � . . __ _ : t 7 � . - ". ­­ .. , �l , �� ", I I I � 1. , - .1- __ ­- ­� . , , ,,; I . , , -.11 , I _ I - - . , �­­ . .. . . . I I I I . -- - . - - . r �_�f' _ . � I . . . . , , '. - � . . -,. _v�'; ,,;,., . � , , .. . , - , . - �;�7t � k.,�. I I., � ,,, I - - .. mIl , ­­ I I-. w , : � - ,. .. " � - . , - - . . , , . . . 7"6 _ ,�t'-.:�j- � ., '�i � I , , ; _ .rl, -ci, �_ � oiL,.!� , �' � I . . -.I: r , -, _ Z�",, ,�: � IL11 r - .. ,�.` - . . ,� � - : ­` _ � , - , , - I - , . , , _j,_-j - : -, :, -.�_;�, � , � � , _ i.� � . I : 1�14, _.- - - _� :� � , :; � " � _, ,_ _ _ .; - , " .- - :� �_ , � . Nill � - I . . � ­ � . . " -, t" ,�. . . , , :� ­,­.; M " . - ,:� , . . . , ,,, b . - - 1� , "Z - , -­ �, I �',"Ii� �: -,­', .� . � I � � ­ -I ; , % _1 __ � , i�, , , , nT 7 . I I ,. � , , � : , � , I - � I , . - , - ­­ i�l - , � -, 4 . I � I � . . .- ­, � ­�� , , ,". " " I . � . . ,, - i , - - � :j-i ,'.�, t'j , .-I � 1, ­�: , - ,;�'.��', - iL I -1111, I - ". 11. . I - , ", , I I I ,.�.ir - . ` - , 'Y �i` 1, - �T � I - !i;."; T -, �a�_ *_T_�� � .: '� - 1 .: . .. , - I -, _ - ­--ii, I ... - . : - , - I - w &-lIll ni�l. , . '. : - , �,�.�,. � , -_ t, I, F -�_�., . ,;�L, .i . . ., �: - . ii � , � I � 7. ,,;� � I I :w�- , ��,_� ­--7, F,,��'-"", __k ;l , �,.,-.___11. I'll'. �!v.,`_._'.�. , ., rrl� ��, � - � _-i� - : , - , . , ,� _ - ,I, , I . , .,� I , � � ­­�,�­ ­� , , ll� :, 1­­"� ,. �.;, 1, - � i,r � " - , � . - �, :.. - i I L .. i, - I I - .-, ,,� 7', . , . , - � - - , , I: .( "� - e,Jtt`,_l;�..l : � � I I � . �, ,;, "" I . .., r. � �, , ., ': , , ", - ­­.�117­ � , � - �. - I ., , . 1 :`� 1 ; "; ;-, I , � - . 11 , . � _. . . , � - . -. - _- - - " , _­��, , . �t . . . . . . , I . . � I I 1. ­� _ � - I . O:n � : I ,.. "I-- , . . , , I v - , . A , - t� �: � , " - - I . . -� - ' ­'; .r f, * - : _� - , , I , , . I - �� , - � .. .-L � �- � - � 11 - - _ �,-_L_ "� 'i; - I r I . -;.: , I I -i - - 1, - � . - _- �_L_ - - - , I __ I -, - - I., -I : I I � ," - - __ __ - - - - �. ", ." . - � . . - . � I � � .�,� .. ­ � � I . 1, , 15. ' , _- , -��,o-�7­ .-, � ,,,, m `��-; : I I - � ­-f-itN, _. � ,wl � I - I .."I'V; I I - I-' - � -1 '. - ,��Z . I - - -��kF ­, , i4, 1 . . . :' . in " i: , I �, I I , , � I, � I I 1;,� I � - -_V��- , . - _ � . I . I , I , �:l . � �, , - I- ­1�` _"ll. I I � � _ -_.,,,,. , � � ­ I - -.�, �� i 1� __ �- � .- - v ln,, g, - I � - __ im-F. , - - - .-..-----, - __ ______ , , - - ,7 ,,�____�� - .. , . . - - - , __ � - � � , '. -. � g", - �, r . I - ' 2�� :�l �M:'_ . � , � ��,�� N - ., 1. I � - - , -, lifi �L, U, - __ , � - -7� ��_-4,; -T `� - ­-,­ - ­ . ,:� � i , - __ - - .�,� � . 11 . 4i " - . 1- z 71�� ­l:______4�m' I'll-,- - '. - --,,w--__n �_,, - - _L: �' ,*,i,;L � - ,, , , Zi ,�;�` _,�, . - - �. r. . , '. . ­­ -" - - � " I - - 1. i: __ . V. - , ... I - I � , .", . . - � � � - - , ­-:,�'; . I IF, li ", �, ­­­ 11 ��'. ,� . 1_TlTllp_. I �­ � 1, .:�!__,;�,L�i�, X� 11 I I . I � I - , . - , , -; _ _ _ - '! _�� - . . _ � ''. , " 1 � - " 1. i i, . I i.. , � � - . ­ - 11 _�, Ali� , -, � - � ,. . 7 5 :7. L- �r,_'­in'. ­- _�. _','�--F _. ,, i, , - , I � I - - , �� � ,., � ��., , - -,, _ , � . , _. - � _", . li� - ­ . I - . I _ , . � ". � , , �, , � � . � _�­ r;,. ,'_,, � ;_ V.. . I � 1-1 3, . I ,-� t.i. _.,_ - �!- :1 �7 _��­__,_,L . -, i - ­;�_ %,., . - , �_, - - __� - . I - -""�l.��.-���",f,��"";�.'--,, - - .,. , - -­ . , ''. - - , I - I 1. . � 1. � ��'.-' . -_-;� :0�- !!�_'F",!tl��;r­�W­ �, ", I _'-�,-,".-, -, , , ., . ":, . " ,,;-'- - --t-A - . ,:. I I I z i, - , , � � I . � - __ - - ' . � ". ,. . ,.. -, ... . I ­ I, i! - 1� ", - ��,_� - � ,_� ,:,_�� I . , - - r � IT I � , - ;' -i­'I, I �.. " - .., - - ,� I`., . ., ,r,,. , - - :rl-,� �11 .1f.-I'll , � - i: � - '�tl_,.�4` i - � �"? I ", � " ,, . , � .. � ;--ow-10 - - . , . I - - �� � � 11 - , ..- "'... , ��, _�, . " ,__ . I lll:�,­ - , ".� �: :., � It-, , - -, %�' - :1 � . '. i , .�, - -, , ;, �.�, , -, C--.- - - , n, - -, % , 17., I -� ,---: � i� ,': W I �A Y'_ld____llt,�.__ll-r- .. - .. `�� ' �"i 4'_'��"T'i;�ll 1 :_ � . 2" �,;�.�., - . - - . I � I , __ � , ,, _- - ,� . � - . .;' �- --,, �� .1;1 T.1,- ,'I , � � - , � . I . - , I I I . - . 4�io _­,": ,,�, - �, F " � _ .: -ri:, . I .� - . .1 " I __ 1. - I � - 11 i �. b - - - -. -, � ... � : . '. -1 � : - r � . I . 4 � I I , , . , - , �,, I,- "I'll, �. I %`­: , ;�,."' r, - I . ,� . - -il .. " - , I - - - I -, -K." - � , _�, , L ,­�% - , I . . _ . � ��_'_,' � ­ . _., , . � I - �� __nli , I - - I ,­.", . . , " ��", � P � _��,� - , I . , ­ ' � , .. �, ". ,�,,:� �. I . I I I I , - , . � �� - �i -, I � 1. in - , Z;P�;�`i�.I_ill � 11 I - ., t.. " , ,,,',*�., � :,� , � :1 � ,� . - . - � .. " Z � r;� 2 - ��, . . ,, � , , - - , i I I - � '! , ': � . : ia .1 � _ " .��, _,-:�, ��;F­l� �` , "�' � - 1. I , . . - - , . F , . . � I I .. -'J'i�."'.. I I . . � 1, - � . , �. - I I �i � ,I', . � , -�: - . - . � . . . I - - _`� MM " o�,, - , ",ii, ,-, " - ,�-,; .. , - 1,�,- 1,1,_­� , , _�_ '. - .- � - . � - ,� . __ . - - - " . I I � I - �_­ .� , . 1- , - i `- , 1 , -,, - I I - . . . : . - . i. I - �l I I I I I -,i­�` , M-k ,"t, � . i�li I - ­ , - - - - - _:'� - 7��, -.- --" , .- , .��,�r. , - . . . ­�l . - ­� 'A- , - , " , -, � � _. " �'.':,:; �.��--zjj$: 1 r - i�' "' * ' � 1 . I -- - - ­ �r,�-_ �-,4 : ,-,. �l , - � �� , _: I .- I . I � - . I ., �. 1.�".,114�,_"-",i�,�- ��, .1z"', -., - I , -i ,iin. ;,_ � - ,�, I I , . ,� . .-- - I I , I I _�__,`,�,,, ;., - . �, t%, � 1 _�7 , _� 1. : - r7 I �� � - 4- iri; ...�, � I . , . . - , j . . " . ,��!��g­_Fili,.� IT 1--­ jl , 1. - .�." . - - - �l "! , j i - , I il� . ,. , .��ii ,� . _ -11 4 � , , � 1, , . , �_ '. IL, - ;� �; ��,� �_ � � - ,��i ,J`4 - :' . �, 1. 'r Ij,' , I -.'. . � 11 - - - '­ I � ii.Ip � A.;;w - '. -.t_: '. - ,;:L��rr��' -.1 � .�.: �,:,7,�. 1, 1"..., I , I ,� � I '� :,;".�'� , , . � -- : ­r e - _2 . �. " , - - --- � - - r , 1;il:_ I -:, -- .,F, I I 1. I . . , r. .. , , , �. I , , -�; � ., - ". '�' I -i", -� RA_ , - _�, ��_ . n.- _ n: , - .i,_� . 7� � � I , I I I I . I 1. 1-1 . - , , - - � .,,� Ir I., '. 1" ,��F. .�,F '' , , , L . -, , , � ,, . - � � �N . : . , - ; , ., �L t - -i,F .,.,.,: _.,� - - ��J,. " , 'l-I.... - . i,,�'.4" ." ip,­­ � I I - , � , . W, . , 3�t: '. � � , , I � :­-'_-J�� , ,I,�­_, . ­­? . 1,�, ­1 , r .. - -.1I; I"f . , I I_, �'� , , -` " T" , _ ., , , T�' � " I . - . -; " ��,' , , - I!, � � , - ;�.it�: - ' -�.' Ir, ' - , - - - � : . p, " : � 2 � ,� j'. I ­ - l� I T-:: - , '. , . , . , ,:, �, � ��-Y, - ,­.�,,-,".., ,'��,, , �� , - ,�� - -1 - ., � - . , n I ; ., _ I , I , ­� - . , - ,_ _. , ";­) - . , , , , - _., __ � ,� � I � . - , "I I . - '�, , - _,_��. - �l �l ,,---i ,, '.,--f. - , - 4 r �,�� . , 1-1, �r _! - r . I � .7 . _ . li � - _:� TT -.-,, -.1", � I I - I t. � � , , , , . ,". n, -, . , : - . L: I- � , .'. : 1 tirQ � IlIx: "", . � ; �,' �� .,4 ��, , __ .1 , . . . - I ­_� I - , 1, � " � ,., ,�. . I � - � . - i,­ - ,., �, I ­­­ .., , - - - - - 1%�ii `;.� I � zill . I - , - ." �� � " I - " � I 1. . . I I I . . . . I , . I I � ' _�,'�­ !r , ---;.: ", ., ,v n-,,, I-ji'' � , '� __j� - � . .'�,:F.' - - - � - � - ., � 1� - , ,r�,,,,-, -­��,,).�­,_ - - - ­1 I,- . I _. i�., ., . i �_r._ I � , � ,. ;:- . :, ,- ,, _�'! �, .1 . ill� , ,� i, �- I I � i .. . � �7­'­" "'t - ._� I , - ri - - I � ,� , ,, - , , : - , � .et� 1� - �� 'L V___ , " `7 - , - �: I I ,F ,,, , -, . , , . , , _ , I :1'. . _ - . 1. - _1 ; . ­ , - , � ., I . , �, - - %,,,,,-� ,�,�- - � ,iir� �, -, - , ";.'. � _­_­;­ � , . -'�, : � �,-i.,� , ' 'i 1. i , . , ,_� � -, . , �, � ; :'�`n C, ��* �,t­ , I ­ ­ - , I I. , I � . 11 li _ ,. _. � i ­, i � -1, _I I. � � . . I 111. "Ill'M 6. � , - , ,I I . , � � !.)�.,3�.,',' _­ . � ,�, I , , I � " �. � , ., - : , . ,z � _,� " �,. ,�­,�­;__ - - � � ; - - I, , ri,11 - __ - " ,-''- �F--. ,�­ ,, . �� � 1. � � ,� I',, " - . -; , , - , ��Yi` -; t­ , - FI . , -,,-, ­1 � . - .1 ;� ". X . 4 �1� - ,� _:, - , �. , I.. --,-. , " - .�;­ 1: 1, � _� _,�. �,�.. . . . . , I '.., - . ., 1.� - - - V __ ,� �,� ln;.­ �:lqtz .. �,!icl-.,�,­ � . i�i. ." . ill�',,,. .. - � I- , , . , _� , VI�..'­ - F_ � i,i`:.--.�F,*,- I� ��..,-,-, " , T;_ ­_�:., 1, " - .� I ; P. � ',..� I , 4" .,_ . - . ll� � '. � , . � �f �� � , . . , - - i�, ,,, ,�,� �.,i. _.. j, -� . - . - �. � , . , , , . I � , , - - , � - . , - - 7 I I 1. , . � ;� . �. � , C. � �� �, - � . I i -! �, - 11 I � I , : , , . ", -, . , 1, -11 , -F �t, 11-1 iF� ,I, - _.�-, �:'li � , �_" . " ,,,, �. , . J11 I _'. �'_i! � '. . f, � I I " .., � Ir I. -I: - i - - . ". ".''. " - -. - I , I- ,�'. � '.,.�: 'L . . I � " --I , ��­F -` , �- - - I i ��. L. 'I i-,­-, - -, , -,in,- , . 11 - I - ':�.,,��-_.�i,-_ .� ,- ,� �,, -,:� I T � �' I 1, .1Z. � I . I - "",%, .. , I -:ni,:� )� I , . - -':, 14' . T. * I I . . , , :jin; " , - , I_ ,,, T _�, , - ,��_ � , I , ,,�..� ''� 'Fl, ,,' ­_ _ - I 6 I I � I I I . , , , � 1. _ , -- - ,� � , .. .,. .-.I--- , - - --�,_;�� n�.- � F, , . .-,: .: � , 1 � i 1 ,:. - ,: -IT'i, � �rl­ , - ., _1 -i y :_ I -_­:_ . ., . i�i� , . Ir lV7 ,-,� -1 .1, I . , , . , : , . _1. : - ': - , `�. L.:,i: ­;,� ,I . - � -, �' I ,�. , I , % - � ��l ,�. . " I �' ­ - , , - - �., . - I . - I , � I I � , _� , ­ , , i , .� ,%; .�.�;,, . - , " . , . . I . � , : I I - - : 'i, 4 �ill' - ,I � . -,-,., .'�, " . , W_ , , . , . . - . 1�, , F-K , , i'; , I'. I-;,,- . 1 - - - , -,iIk �- ." ;, - , i Z-m .� .l.: � ­�, .. - - _. � ...., . I ,.!­ ,�, , ., , : � � � . . � - �_­ ,, , ,� " .. . - 1 . - . , . . �. � . I - , � ,-,�,�4`�--,'-. `_ - �­ � I r . - �, . ,, ,�:� , L�:, _ � . � . � . �. �Y,4�,,�- . z . t,,_ . ... . :,- �' - � .. . :�,ni `-`� I . , 't WX,7, , - - �� 1-4 � " �r � " ' - -' I I , - �, i'i.­. - . __ �, , _ , . � - - - I - � - . - I , , ,q: .- , , ,. 'ti � . - I - �­ , I ,,Ill. - ,­lc­� - .- �; . . , , � , , , . - I . %, � - . :: I , � , .�� ,12 ,, - � . , : . . 1 - " _�l - - , , * I * � _L,T`i.,J�,��` , -, . ___ , I _-� __ �L_ ' .- - : - - � � I - ` , , . . - - , ; I.. , - 1, ,� - - . . .1 - __ , _,Zl. - . - - - , 11 - , I , �. � ", , I . , I , - . , VA _11�� , . . - I ".1 ,`;','�]��L'� " ...' _i: . . I - - 4 -_ � i., - � � -11 --- - - ------, i- ,.- I , , , � ,_ I , , � . - ',�; , a i,% �� � . , ­ , �- , � � I I " -,; -I","- _­.'.,Z - ; ­­� , I p � � - I ; , I I - �.�,, - , �, � "I � ", - ��,_lll I - - - . � r � j�, _ �_11, ,_;��r , "�'., - I I jiit�Tvi,L�" � .4�IFZ ��', � _ - r;"i- i. - , � .1 -, � ,z , , , �, _� � ­�i_ - r.5 .- I . . - � IT: '. .� . - i, � - . i, � il- , - . - - � _� - _5 -�T­'.'I, -i_ . , , �F,� . . - � I .�­� rl%IF'ii,�l �F___, , � �. - ,r, �l , . , , - , 1. �W�J�' , I T'I". 'T.. ­ , - . :" I I ,, T, - - - _ �i � - - -, , I 1. _ - - . _.. � , , . ;i� - � �. _. , " __w .. 1:. I - ''i-, - - I. . - � ­.: T. 1,�,.I _. _-_� � . - - - . . . , .�_ -_ � �_ . - , . I- i �,:, I . �: h:,. .- , , , .�. , .,. , . i - �--�-i I " � , " , - :, Fi;,� . - _�t "i_6 i L � ' 1. - , I .�_ , , . I ";�., �-, , w,�, � - , - ­!:!.;�,I�i. ., ,. ..� 7 - - - , i_ , �, `�- .; ­�i.;t' Iii5_�',­,`­ r _�,� " �n - ;- -v.--�"'k,_;iF-­Zm I - , " - - ,lk, _". ., : � i:�:-`:,� - I, F. ,I � . : I . �� . � 1: " I j: -, 111_ ��,. . , , � PI . I., . � I ,;% . . �_ . _ ­�. "'­'(' , - - � _- ,.' , -� , , � ; ;I , - , , , I, 11 ` � -� �� .- -1 �� , � , , ��_ - , n , I I i.. � . . ,.- 4. � -�.�,-�': - ., � - .�_:, _�` I, ­� " ._� I , ` - I . , � - .. .... ?, -_�. . - . I I - . I -!-,F,­j i: ,�,K - , - , � - ,.,. J_ , ;,-,, E - ", � . , .. �_ .., ,:...� �'.­Z�F) �' _' '_ '!:_�� I .i I I ; - � � , , I . I- n - - �1' , , � kl'.' ',­'-,'-� , - I 1, 4 ,� - 7'jti�':;��Z��;,4_-: . ' " . , - �. . �_� - .-F-­ .,�,,Iyi.,,�;�. . -Z - ,� ,m.. �l , , �� ­"�' � -, - r. " � , :_ _,r., � ­1 � . - 11 ! . - - ­4i -,:;, . , ' _' , � I . � __: " m � _�_, _11� . � - . . I . - _7 - " " ��.: ,� " T'F� ji i - .'� , -;,-,��';��:'-,­ i �---,-,` �,' , ", :`�.�� � �f_ ,-, r .,4� � ,� I I ,._­.� .��,��rnji�", "' -5 , - , -4, -�'�,Fla.i �� _. , . :, I I - I . I � , _ �,l - ".1- _1�__, - , �4 ,,,�.,-.�,',-­;'.�7-,:n . _ .:, -_ -_�. -I'�"'_,i, :-"-L"- `,:Yr_' I . I .. .;, '.l: � -:- .�'ji :�_�:,,/.�:--.I, -,,.-,, - , I �:� 'F*_�. W; z','r 'I , , :�:�, --- '- ­i,� . I , , L, , - -'; � -�,- , ',� . I',. _7 't if­� - ­-_ . I I ... - i;',,W;i A _') � -, _� ,F�. I ­_­ - ,� - � - �",_ -';.,,l, - r - - 'Yi� " .,.. :�:, " .,!' - �_...� in - , . _71 - - I � - .1- � - I - .'.._",�,� . . - i7,;, . ­.�,­',`n-:,,4 _"_;�� I -,- 1. ; _; - � . �: Ir., ,, ­7 ., : i�_ . ��, �,,��. , � 1 . L k __ .. . I I ,��L,; -n-,"l-�, � �,., �'. , - q - , � I , " : ,,­­�­._r­_­:, 1:, - - '��r;,", .:,-..::, . �:,;�li -1 � , - _,r,, ,�t , �4r , , -,_!7w� " J., ' �'�� - , " _ �.- ��,jj,j ii _� _ ­ _,_rl _ �. _ �-­ . -�:..j ­ ­1 , I . I ,., , .1 -7,�-, ,12�:-5�'9�­�­­;:, i� , -, 4n­.4 -, -I -� ,,, . - �K`� �A'i�tp,- � ,z --- � . .. -, -- � . . , ;_':,`-� , �- -, �, , , .� =, �_ - - � ! - ­_�t! " - I I -1 - - � - I , -1, 1. i . ,� .��7�- ".,. , , ��­- - :, �_,�� -i-, _­�r, I I;-, - ' . I . :r, - ­ ­ ..;­. . IF - _p, , v ��'. -��_ . - �4:1,:, "'��. , - .,i!;. - ., , :� J_ ,,, ,.,I , , - I I - � I nxi _ , - ­', " ­­­ , . _� � I , - , -, � _ " I % '. - . , , , . I , I­j' ", , , . �F . I t ... ... . ;i -�Jl*', - I , J, , - - - j" . -I - " , . 1�1,Q�-",;,ItT­ ,-� _�­ , - - I , , . .1 F, n;: " : �--,'�: I ­ - I � TO; M It _. k � -. . � , , ___ � I 11 � .� : : . , , - ­ _ : , '_Fj.__j,.r 2-LT ,$n . e f­�­�-2 7,- :tau, -.ei,�.-�,­­�,,e­ -�*�-�7� - , - j , �, , , - " L -i.* 1, , ­- - , _ . I .1 . � r- I I . , , I . .,.�. ,�� - .1 , i �l I 4� 1". I . ;. .. , . rp,�P,­,� _ * _ ,. � ,"; ... , - i,.*.Il . , 1. �_ , .� , . ' "'�":' ,4,,' - _`­ tn�j_.._ ".."- - ­­ - ,Z", "" �, 1;�� ­ I. ­ ­ -­ _� !:� ,, .., , " �, � " � 1. �.l _"�. - .;F , � 1:il- _ . _Z39 - -.1 i �� - I � � - ,� � -la. ,v 11 - _,, , , ­� � " " , - - � L �. - b �� ;�,� � � . - � - 4 __ F � i .,� IAI�1.111 ll�cl " �. �­ . - ,. I., _� Iii VJ4�� _<-'�" ­_` -7 -0 . __ , , , i,�4. . - , , _,: . . - 1 - , ,Z, ii� _- - ." ,--.--, , 1, . p - I I ` __ , ­ ;� , , q ' � .. " - - 1_01­114tii... ; w - �� I ,,, ", i,F . .;, i, ;,, . __ ., . ,. - I q - Ti. f;,: i�.- i - ; - .1 I � _. I -, - ,� , I :��% , I .A - - - - � 1�) I af. I - - : I . " - 4;1­1 ' 1 � '7� pw� '4&__ � 0 _". I , -, � I : I , � , � .. .1 - . L, _', � iT 1 , r., - il� - - ­ ." , 1. - I . , - - I � 1, � � t.­ - � , ,Z 69 , Ft . � � 1. � . i,, , , ,I.-, in­',�'Ii��,'%� �i­, - - ' ­ " 1 �L - . ; , . .. I .; . - I , � - 'k, - .I, � � N � i� � - I � , , , - "' , -- - �j , ,,I��" �. : ", . . I - --�. _-Tntv­ .A" I , _M'l­rllui- - .T 14�0.1�1 I ,� 114. _-, r- :,:.-, � I . , Ze:!7 � '.--.-, - . -� I 11 ,:.: , - '. � -.1,1. - - I— ­F .,.-_.� � �--�-%L ,� I ­ �, :r � I- ,:- . , " _'� 1, ,4, , I -, , .toi,` ,, r , -,I-,-- , ­ I l."-fliIi". - .1'r .�,,--­ - , '. ,ti`�.'6'� iiir' I i� , , ,­4M, ..;m - � - ­ 1. - .. ­1 �-*�, -.,� .1 .. . II3�v.,.­J� ­�`�,li'�,' 'I, . ; I _­ . . . � , . , " ,. 7 " ') j � �', ,,� i,eqw, - - :�It� 4" ­1 � .k-�q­ -- , � . , I � -':, -:�, zitoo , , , . - . - . 71­jr.T� ,,,,I, -r:-,� � - � , : I .1 'k , ., � , ��.��,-� ." 'I; n.,� , �� ,�. 11 - m -l", . - __ , '�t� 11 01 I � r, V.;I� - .1 , I I , - - I ".. . � - . i - _ , " ` ni4-:1 ";"�� 1 r - . I f", , ,I " _f, _ . I i �_ .�, � � . � � ,3,,; 1 hlrlt� ,_� _ , �,r_,-Vy ' Al, � . 4w�t"� � -. - " ": -� -, I '. -1 , - .� , _. w , . -, I I %'�`­ 4 § ' -� . Ln , _r;a2 *� " , � ., - , , , , . _ , � 4 - , , . , - , t -,"i" A itt,,­y " ,� , �,,� il" . nw, - � ", , Aff_,�_� -:.�,i'.'ii: '­ " - I. � em Y_ !, I v , " 91 11- W_5, , � I-, � OR",, , . - I'M ' - I;F�. � - T , - Y 7�' ,�F�,-_P�_,,��.:j� �­,�,I`Ft­.,Wj":,� ,;', �, ­�_ ._, .1�., 4,� " �­,4_;-- '. , ,�­.. -1-1. -, ,�, . , - .1 P", - nl�.�� , ��.7 � ,� � ,� -, -1 � -_ .�,. - , - - ", _, - - i� � � I I ,3, I - ..),111 ­,�:11­1 ., --- I - " �� li,.lril§blr_,_Q_ Mf ,lill -SVITI',`��-�,;;�; , _ I - � Z-_ I , , , � , " - -,r �."_��,.�--, � ,, � , j, ", ., F . - � - --, 1 .;' 7 ,'��,.� W,'_-_ _r '." _-��j!.',i�, . _- '. '� 1 I 41 F-1 _ 2, - , : ; ­ , - , I , � . . . , , , _ , , �� - . , ll'r,�.', 'Z[­l_­ '- . I :­­� - __­-i,�i;El��,'�,L'. .:.' " _.�: - . - _�`, ,� ,,�'�,, � % tz�f ,� ,,, T,F7, F. . '��.�n' ­ ­­ - - " . i4�_ ,_"��",!._",� ' i I ' . , � - :_ � � , _�;:4-, L . , _ ,.�j�. �_ , "i�.� � � � 1. � "'.�.,-l";, it, L, -,'.,,,',.,,' :-, - I., .1 �, - .� ll��11,1,' .. � - . i - - - - . L_­411- - - 'Il, - , L". _lkF' �'� �` ' �;;'- ':'�, i;- , j­..'­ - I 1. I w, 'lT�I­,­;_.r ,r .­. ��, , - , ". I� ­4�.- 1_ , " nfi-, , r , ' .I :� I I I - -:- ,, �,Y:" " . , IS . - , '. X, - . , - - 1;t, Z, ;. � . ; , I � .�� ,�� , I - nzi I .I. . I - I , - )� -, ­- I - I _ I - ,. It - " �t�� ,fj," n -, - - r - , - . ,. - �. F_ 1"�, -- , " 1 ,� i t-- , ,r , I - I � . , , __ 1 - ,�_ 7,4 - - - M-,I-1 --,�t�rtii,ln­' � ?'�` _ . __ _� " ­ �., " , I . � . . �1_ ` � , : ;,�. - � .,�r _ ,_ - - - s , ­ ' ' _' ' - - - v '.i,n.'.,� 'i, - "�;'�"�"',' I .r ... ,il ;. ___ . L. rl�_ �4-'�, � . , e , �� . I � _'� ':' ;�. ,, �� V, ,� _� -pi '.:t;�;�_ - ,�­­.'.­�!� ,- � m - ,;,- n ._­ �!, -, _v�­ . , , - - - . ,, . . - . . - r, . :, - I , -. - - 'i'E,� , ; , � ,:: _ _� -1 � F,��,�`, -�; nI - �"i' - ' ' ( _� - F: 1, i�_�,k!Kl�]�,�% _� I , -, , W RI". ,1-1, _.�",_ _,��; �: i i I -.--; _ - , ;,-Jin,`�� --,� . ,'].',_��'!'-., '�j:� ,'�. �.�;�r 1m.i,, - ,4 ,�;-:A,?.',�­,,� - qt �, �, 0 �, , ,- -2."�4"', ..;r - ,�� j. v ", 1�., _-L.­_ ,� _"n ii; 1,F . . - , ��v - �. n, M, . . . � , 'it- ., ,� K _ -,., _�,.4j..� _,jj,�.n'j� , ", , , ., .., � jrl,�-`� �- �,-,'.�, I r - � � . Piv,� r �,�ii, ,',_' ..L I 11�1'1 ­­_ -1 . _., __'�, 1, '-i�� , " li � . - - ._ � I " ": Z2 �, '�.` ­�, ­. - I I.; I. .1 ­ :�I,j, � , , ` , �'. ", - " ­_ _', " Itil, ­' -, - I I 1, - . �� ___ � -- " ­­_ , ; ­,-,:'�Ar " "'71"­�i-, i� . -7`,,�`!"�,-�,iF��.�- L,�, � ."ll -1, . ;: _. , _eJ ��� � . I I _ I O . " - I � .. " ?��,!, �, - , ,�. � '. �, ­ - , � , - I . , , , . . . . , �, I . - - , I , ,��_7 L�,� � i:�, - - ,,, ­_­ ,,.'.,�. ...� I'� .- ,. _­,.��,,�NMIII, ,_ _'. It 2 . -, ami ", - I . � 4 . , - - j7?1, L� ., - 71, '_ L . , �Wll ­-W'­,. � j� '_:�4a�,,,, �i"6�7�;�,e".!, "", - , . _�F , , "'Ti ,;��.� '. , �:. ., , i 11 �j �, ,-, �, - - . I I - � ',F� � � " - -11 � ,4 ., ��- � , � , ; - 1--i".-, " - ..�' -1 . _ . l_,,:jr'AL.­ .3� - L", � . - 1 ��jr ' . , , - I__- - � Ir- : __,�.: ".Uk��. � , 5� � r I .. . .I.�� ­ - `,�_"' i'L _' I - i 1, �4 �­­_�_i-_­,.'� ­11: -1 - . -, - -- . � ',iJ­Y%' -�,�,�:.--�i.-,".-,7,����.-.��.;i: .7""! , '; - -,% �, . ,i _,� i.., 11 ,_ I -�: :.: -"-"­ . , �. - ­,­- _.­�- - ". 6 �, � - . � , I �� 1,'� � . - � I � '. I.- .. . - ­ ­1 ­ _ i, � �l , � - , L " -! p ; , _,� ��i, �. 1:�,,� � - , :i,- I I F � , ,, 't - - ---- " ., , _- , , , ,, , , , . ­ � I _ , . � ", - __ ri I i ,-�-, �, ,,, � I- -,., F �,F -.,Ii, __,i� ����,_". . � . . , . , , , , . . �..',­ - _.�_ � _ , r _,,_, �, . - 1. _- - - � - . � ll� .1. _"��.,�� .. _ -1.1 , - , I _ -, 1 -.1i '%F i�l,.;.T�,��C"�,,,-*,"L�,:�,". ��,I�, , _�, I;_', - ." � . - -t�,Iz,z -.,' -, ,.,C , ::n:� ,I -,!.. I 1 -�:,,��� -� , . - � - ". - - , - � - , �; - _ ­ � - - I - _ I I - . � � - - _ 'Ir. . I - � ,lni�`.` I .-�t ,-,_� � '­­`,j-,t�l:??,, - - .., ,.� � I -� - _ I , -� .; , . , ;j_:a - ,:�;, i(%,',,�:L4 _-,� " 1: -" �, - " , . , . - - - I ��,� .2, -, ;_ , , ; �-,,',� �!. I :I, �.� � I �- ni,i'- , -ii it, ­_ , - - �� . - -�;7., �y,, -, ­ i,'s-F, Q- WX - - - I.� � � - . : z - _�.l'._,�:w; ., :,,�*i: -�� 4.,c " �,,� e . �,::-;� r � .1 . . -- , _ , , - - . ", , � _% �, o I . ,� � --, - .-�I_iF� 1;i�_-,i��,� -- _'; - .1 _$k�.'u'-,", -_,),?.� - -- _- . Z 11 . �. I I.'. - , - ; � .. �� - �F`. " :i. 11 ��,?; �:,_ I 1. � - , - I " , - , it- - ,,g : , ; .�, ,. I." `: , � . I I, I _ ,::."-_ " , __ - ­�. -, , ,, L - , . .1� _ i ,. I - , _ F"i" - - i:�., 'z L;�� -,- "g-:4,tt �'�i�' � -,. r ,, - , 7�`�_,.�� - 'At'. I % _; I . I Is .. � � ,�_, --. -, " 1 r "I"..."r.i. - I i., - e", -_�,�)�, " 'i ­- ,- , , , �` � , _�,:, ,��!�,_"",, ,,�, �'l "" - -, -z_­ . � , ­�: - ­, -, , - -, �,�!: _-,4. - -�_ - - , , � _'lif�­_ __i, " I. � , '. - , " , , _. __ , , , - ll.i.- . _ � I , . , - - 1;21 � I _: 1. - , -9.1 . "'. -, - - ­��.��-_-_.� - �_ i!i , � - - - � I i___:� , p `�., -,�­T ,4,. ,-­/..._.- ­ � - - , , - . � �_� , . . �� � ,. .��*_�_L-.� -.7. - , , ,��,!�;­ !"i. _`,% F.L­��.�� , a6 4 - , � , ` .� ,__ . - #.� - - i I I 2i , 2 .N'T !--_4�T` I , �'­ ,.�,. � , '. . , � - , To- ­ iit-lo".1Z., ...'I _'ll" 'I' ____�_ia: _� _].'.� �, �! � i_' � --, -i ,I,, , �,,,,� � �n� -_ L"j:.r­, ­, - . ,� , � ,, � , , ... . . ­ ,�, ��, .:� : -.' , , ,.'- - L..--Liii­- -) :� ` ,_ i,-.--,- - - _i ��. 1 4�_ - ", - , . . I I . - � - , . , -, - - - . -e-A-- 'Z'* " , � , " � - - I - : , ,- 1­,:�- , _- ... I t � ; - .- �- - F:�.� `�'11�-"" - "' ,` ;7 �-' � � "L'�. - L` " � �'_� " 'inI� -I'- -;IF' �,�" _:�, 1, , I. , �-wol ell_,*.i� �..�, ___ . - - � : '7 4�, - --� " � I. I .11. - .___4�, _f', __ . " , , , , . , ", . 7...i7i" i� - � - ", - * , - - - � � _. I ; . f,� - _: -'s, :' . ,!.� ." ]i - 1�,; . :*,­ - - - . :, , i f. ,:. - i 1, .n ,p.-,-_�,; . I -)x,;ltF __­ 7- 1 , _­ ,­­,�"Fi­­ , , , ..":, - . � , - : I :­ ,: I, . . I *� iiii - . - - - �­.�j �,-_­,�- - . ",..-:I - �4 , � - � :, .. - _: . -:-'�, .,,� �--_-_. - , . lil .1 �_ - - , - - , , ;.�'.F -.. , 2 I . 11 - � - , I ­iTa zm _4 . ,� �,_­ I .1 .- I , I m, I � - _,Ip�l - �'. . 1­ " ... ­ , _-,�i� . - ­�.- , - - -�:`, ­�--.,� ... , .i.l,i",.�,�.�, - i:�__'_ , :� . -, ---. - � -, .- . __� - . , :,. I . . I ., I I � � �!', -:5-. 1­�.� , , '' - 'j, It" _: . . , � - 1: IiIF -:� 11.1� t1l . _ - I, -, -,--.�,:� ,. - _", - - , , �'*'.� 4� "�_,�, � .��"t, - � , . - , - , " , i : - - , - ._ r'; , � I � - � . I - - - . , , , - .: � ,­, - _...- I I , . .1 I �' -_ - ll.�­#,_, ,, _­r n . � .1.1 �c � T, -Ir. -- � I I .,r .� r, � , , , ��, " - -, ��e I .. - . , . � . - " - I , , I , ­ ,_,". , , � -!�� - , . I . � " I ,, 1­1 I �.­ ,­Ii_!_,.,r. ­�,­ I . - - '. - � . , , - , ,, 'W_ ' "' - '-_-,'�.` � 7, ; ft I I 1_.­,.�, . ­ , .. __ I, � -, " -Y , , "%; , " " _�, �., -&­ ; ��P,Mr,,.--,"l "" , , I 1.� I - , - , _ . - .".�-�Llp Alll.,z,�','� � � . i .. f w , I , .- � � " ,. ,_, ,,,, ,,, . . " � . I ... I , , , . ,� _ , ., ,� - - - %: ,' L� , . . - . , , I . � - ,, : - : I 'I... 11 I . 4_'I­iii�_ ­"i4,��"' 'i", ( _. _ �� � v _4 -,.,, . 1. �4." , - ,i�. , - '. - . :�.7 ,'-'I -e�- " � � ,_,-;,!)"'._q � � . ­ . 1, ­_., -, ". , _. I I.."". I � .." � , "Irp".7 ... ��­t : , . . _ - T - ___,­�, , � 11 -, i� ­ -_ i� I ,:.:. , , ". , I '� � , ­ 7. - - - - '61- I - _­ I V-M -.�t'.... ,T" : ',, - _'l , , I . ­ "i'. %._­ ,,, , I - - -�, , " .. - - ..., � . , ". ,,, F. - r L::o ­�'- II ' _ " - . � � " , i, - 6.IF P'�','I " '1;�'l , -1 I 1�1 . � ; � 'I, ,r , ,.,,. _; - . I � I � , I" . I., �� �', ,; �� ': �--'- ,,'4',­',:l,' � ,�.: , .��.� ,�, , _ - ­ � Ir - . 17�': . ��t , I � � r . . ,:tl' - - 'cl _ �. r , -, I - - . - I - � - _'� ... I , , ... �, �-, - � - . . . - . - I . I - �z_�:,-I::`V` '.�� It - -,A ,p, -. - ',�'.�-­�,�'.I,,z ;i-�-,7,Iri:­',. � - -I 't: "� 1:i�.- ,� .", '. , ,"! � I . ,- 't I . r�,:l ­,-, -, , I ]�tt, ,.� � .� I . � � - ,�- . ,. ,_ I , A . , - ­'r,�,r!� 'l :.--, 1 : , 1� - � __ ,­ I I - .;_ � - .__ - - �_ i- (j �. -:,,. - �.._ - , - � � - �: . -, - , I � 11114� . - . -- -, '�j , - ­ - 1. .F �� _ , r ,' � r _�_­��'���tj�-�;, `j-�';' ­­.....nz , "I �' --,V- 'T. -a�­­ � .- - - - . � , t _.:_�11--1, ',� - 1 ,4, 1 .1, ­ - 'F. - -"�'� I'. '. -"::, �.�, .: . I , . I I Z - ­�­ "', " I � � - ­11 � , � , , '. �, � � - :_.._,;: ., ; ,�,___ _ _� , - 'T" 1. - - - _,, - . " jav,.k ­1 � . , -11, .. , !;'-f,. , _ . �, �� �.. - _ -t� 2 -- I ,,,, - - 'L P7 M - P�l,i. , 'F_ - ;, ..; . , . , i-L � , � , �, " . .'st-:,.i., .� :,�,i_ -,�t -,.,� R .1 ­ ., . � f; , m . - � - !�­ F, . . I _-i 1Z.., "­ � IPL. .­`t`-�`� - - I . I - _: . , � ,� - _� I . I ,;If" , ­ ; ­1 - I , ­ " -� ""-, ; , .-I . _7 , ":� a t, ii,�;, ,"7'. . - . _z KUB li; , , - . - - . I ��., . . - , - . I I -1,0.11.- I , . I - ; ; . , �_� �. , - � ".�- - :' r . �_ m�, I ,�,�-� - ... " -, -f 11 1,1,.�,:,�:�,,---,,�,,'..-�i'-,,-.--;--.,, I I _. � - '� - " ��� " s -) ;, , , ,L�,,-. . I 'a . .1 - - -- - -, _ - . ., .. , - - ��4�� ­� 1��Air-�, � �--, ,­ � I -f,Tr , - , I , - - .1 . � , , I,- z. - � ,_11- `I:-,�� z -�i �, � a ii ,:�� �,;,'-;,�, ., , ; , , . � I . 4�� , - I ,�, ": ,, , : : -- " ), '. ,� . � - I z v� - �t.j I I.. , I . . . � --";i: .� , ., IL�,_­'� - I -­ ,.-, - I-. I .... .. ��,��­._`.�` ' I,' "' � , , - ,W.-­�-,=il,�!- . , . � , , - __�� -� .,. in*,Al;, , -, .- , ,,, , ., ki,�, - -- " , T,'�,_ ,� - � , . . I . , - � --� i, �: � � , , .*�i' iu_ 1 7 . , i.11 ;: 1��_ 4�� , , - "'A . . ; , . , I � � , - I .n,­---l`. - , � I � :�- _ - , .r , , - r, � - "P � , .% . -,. �. � �,. - - . _ . ,, � - � ". !� , . - I � ­,­ %&k'i... r � 'i . ,4 ;,* 11 , �,�. . " _i ., , 'M I � . . ­ --- _ , � , I ­ __ �o,,, , :i� - E_ - _.,I r , - I , " � 1;��',�. _- , � 1, I :;lcl, _7�� � , � 6 7 , � - . ", _"��, , . L' , I tL . - . . . , �, , � : .... � - �! - . , I - � 11 I _�, .',i,,�� - %,��.. I � �4�: I-L ".,,, ,�i . ­,-��­.l . - �_,­_ - - Ft"'y ,� -,Tx ,- �'�Il�l - " ,� . . � I I I i,-�W.'T,�71a��', � , ,�,%'. - � �� - ,_ � � I ., ­1 - '." � li� � , � ��i.� r. � , � , , . . - - �;- - U, - ,, ;.''. . , , . i - __ ,.i ... � �; . i I '�s.� ; �_ - ­ ., " �: -, - - -1 .. . . . . . . .. . , , - . � , �l - � I - _' t' �. �, 111. r . . . "I . � �� li� ; zi�, �_ - - - " ..�, I . 1. - _E-, ,.l. I � .:,., I I - � - _? '.i,,�t * 4oi-%'I, ',: ., . . .1. 6:,:�:�. _y, - �4 '. �-, , - � ,,� , � � I I I I - i�l . I �_'l -.r_,_._ I 1, � . I ,;,� I . ­:Ir� - ,� F .� I . � . n . I . I �v - - __ .t .11.1 ­ , - ­�_ I ,,, ','-t�,'-' _� ';�.��, - - _,T' � .,? �t , 11 11 ....? .. . � 'L - .; I . . I . ". - - I I'- I . , I -, �' I i I 'i li� il` ,.- - �l I 11 1, , -�_: __ I - -1 , , - ��,i - � � , ,�-�:!.-��,_,�;,!,:.` ,2, - - �. - ,)"� i� � - ,.�: . � a , - - i. i�_, ­,_ ., ­ ' - - . i� � , � I , , - _� � , , , , % - , iT , , :-.;-, � ,� ; L , � , , " i, , , .1%, T i. �_: ' �� -, . ., � - �, t . . L , , - . i 11 � I . I- I W11 1, � � - . .� ­,`� - i 11 i. ii, �, , - I � ... . I ', �,j ,,,,,�_ : � . .'4. ., - I � - , -1. . I I . i ; -,­ I - I I � � �l I I ;., I �l I - I. ,. � . I . I - � � - - . , ,:" - � - - , , ­ - - - , ,-! - - `- : , , � 'P � % , � - ' " - '' :��__ r�,4�� - - - i, ,4, �- � �, � -Li��, ,r.,-"-L ; � :�,�. �n : . i - I ; � - 1 _:� :_ ­ - to. .*-: � - - .i � __ �_ _L�� - - - - ­- __ _ -, - - -_ - LL�� � , - , - -1 ' 'I, ,' � m T� . 11, . --- ��, ,_7 L ; � I I I I W - - �.. - �, � , _rl �l � - , " ,. - _& � �4.y 11 -_ L:�'__:�_L .�_,_-_l��-, _i:_ �,� �- - � � il�qf , . ... � - - - . ,:_ - : I , - , - - - ___ ___ , _i, - � - - , i � .. - -, - , - - - . - 1:1 �;� - . ,_�: . - ,�_ - - - - - , �_ - - �, � -- --- . - - __ ,241 - __ . , ��7= �kJ _; __ - - ­ ­-, .- - - __ � � - ]� - - __ - - t�__ __ - - __ _. __ - __ - - - - - - - __ - - __ - - ____ , - , - _� .- ; � _�� _,", _"�,: '�,. -, - - I- I.,,-- - __1_117, _­ - '. - 11 � 11 � - r iL� 7 � - "; I __ - 11-n- . . . � _. :�­ - , '% - , - �­ � - -i I .. � 1. r, - - ;� � - I �, N , , . �, �,_ . _;� - li , . . 1:, 7.: � ._F�,_�Lir,:_,�)�.nj.' -i- ­L I -1 lirj� - l-"w- ­��­ , , ik'­_- lr,��riij�j_ I' � �,�_;�l I` - ­ - - , 1. I . %,,,,J-;e,-.-i; _ :_ -k 'z , in - � nqp� 1 112i ,, , W, PIT - :"� , , �_ - ., , .11 j _ �� - , ­ . _ , , - - -­ . I - I -1 A-".,7�_iyof.l - , � i . I � -,, v I ; �1_1 � � - , � " , � _. � - , _� � I.., � - . _ - .�, - - V j'.;,��i� . I � I I. 1 ',.1­1,4,�':,.� � i. - �:;, � - :F!-Jil�: l r -_%,-Y,'I",�F�`­ -­ .. .. ... I .. - vl:� , �lwm P&� , mw,� - ---- __ , , ,-: jj ...... : ­.­, , ,t� . - I . ,." �_ � -, . � ,�. I - 1. . " , -1 �,., --T,�"­ '* . �. .i. I _ I V'117_hll_�_lll . - - ., , � � 1. , _­'ii"_, I .- I " � -- . I I " I, � ....... ;i;, - � . � : o4r__ I . �._ - "' � :?_ .. � . � .: , - .� 11�1� � , Z, , ­� _i� . ,..,, ,,,��,,,.,__r, .., 1, , ls,��vi.`,�TV_;T vTio� -_ -_��t-��511 W@� IV�,�Ag�!WnWd t��L.,`­Xl _'� - , .. ..i. li. _"t"'­ '� - _ I _­ , ir '4' �, In- * ,7-: . -!. Y Zr'l --ii I �, �­ I . . - . I , __ - - "" tl _M9 , . � � I % . -, �_ -t - , � ... iF . , Q ,_ IT j ,; 1. - ­��-.w - r - _ -1 - � , . �, ­��'. . , _!_ ill_;�,,­;, , � .. ,,, in 7. - , ,, 0, � _�; - ��ll'�i�-�:--,,��.�.,-,*";�".', I - , F�­:;l__l!.%"`. li. - ,�,, '­.­". . � . � , ,.,_�'l '_ - . , . iur. I, i" - ".I- �.,­;,�'i� r..." ',_!� , . T . I -, ,�, :'., : ," - v r I �_ ! � 4v ,Z� . I A MWRW.a'e.!F�� : � �_ - I -� , ,-., _,,�,-..`� - �, , , , , '. - �_l �.,:, ,t,_­._.j_-­' "Jio,' A . . , - , - - rq "'I' ' �� , . 4Z le :._ .." _'�: . , I'll , � , , � � , I - , I - I I.". 14 yr -I t--- ".. - "I .� -T��,�� �.. ­-­j�:. -. - .. - , A�l, � I � ., - . , I 11, - . . " I—, " 'i. I . �t� ­.,i-�-�4- " ­�� ,.. - o - � , " - . � , i� , , -7 *N, 2 --.-,,-,- -,, - I, - sn. � - 5 � .7 i'_.;.. _, I�,__ ., . - I ��,� - ',,,'j'�,sL",�i,_ :' L- . ­'.." t­� -,�`�,­­ - ,�_! - 1, , �� � � I . . " � � : , " -, . , . , " , , , ". - - -7- - - 1, -f ­'W,�_ . . - ,j -- , -- I . , " -.I. :�� - _� ,�,� - - - � � I . -1 I �� _: ''. , - .t -�L 7,�,,�­,,� � _X .. . __ ,,, , ­ _��"�` -, . ­­,, .�­`:,,�,-­ - - .- ,Lh .$. .1 ,�7,,�.,_: In. , . . I 1-i7­1 ­;t � IL4-1­c,F_iamnq,��' - ,�F. -- I liN V-' : - , 1-1 1­ . N7 I . - , I, .-� i T" , , ?P101 �a , t� _ � - - '; � ­ - ��!�'11� T - 11.1 ip. :% , : , � iFJ:,--_,�, ,,,..- I , � , � :i.,F� � , _, ?�4.__"" . , , , ll,,..­,;- �Y` j --- - ". . � _0 .. . � I. �n, .,� , 1, - , I—- - - - �. . ., I - �_ ai-,!! i, - IF , �i " I , , - --- - 4.­ -6 - - - �- � -,�a�, _ ..- I . ,, . , ,1I I �,,,,,. - Y: ��l . �,� ., , - - -, . i= , �li`l - __.- " I� � , , ­7,�,;-__ -,, -F� - ,,, � , "' ',7� t'�. , "j-,;, b _,l I --. ,]A; " -­ � ; i , - - , . . 1110. . t , ,�,_ _ .,� IF ,;, ;�.. 11 �::n_ ITil - . - , , - - - Z�� ,,� ' " - - � , 11-117'. __�. �J!n .. , - , - , � - � , , - - .1 i I "', - T , ., F�­ -,-iiisi �­ . � ,� r - ,, ., '' - - - . '. -.I, , � `�­- - - - 1. t,*"'.�'. ­;'-��.., �'.le� 1�1 - - _,��!� - , I. , . . I-- 4-,-: ".[: I .1 -1 , .I. - " � I - . _. I . , , ' ,.i l ,11,1r,_il, v'­ _� - - .-PI-1, I - -, . - I ,� . . I I _ _ _ _ � - - � - - � - , , , �� 01-Iii :- ": �,,'- %,�,:� - - �. . ­�.., - .-, i ­,'� 1 .it - ` - t, �_ , -1 . .. � ,. , ­- � __ri _L ni'.!F`­'_ F '­ I I - --�,�,', '7�� '"'.j" . - � .- . - � I __ . - i__ 1, - - I : i � , . , : - 1 . �4... , i.­-?T,l �., - , 1, I , I �Z' - � : . `-i", mm- . _�;T-,T; : . . - -__,_-F._-,:,,; . , � � I �t " ,!, :di 1, i.: � - - � I _�ini�, � . qL � ,T­ll - ,,, . CJ , ­�I�l I . �'. int- __ , .Z.: . .L� " T, " _��.-' . 1: ;.7, .,I, 't ­1 w . . , ", � � . - - 1, 1 _,IF,.­'�.� ­ ­� * 4 . . , I "; r I - .iz�,,­-­M,-�;e . 1_. : . - I i �. - " T5 , i, .n, -, --. , ,� , , - ., -,-. . - -, : -'.' , , ., - - ." rl I I , . , �: � I . & I z`" � i . I . ­v. m ' - -: i. - " �-� �l �lir67 C. i7 , ' 2"' - - , , , � , I IT, , .. ,� t'. , "I", � '' �� _ I �, , I I ,� " - x.. 1� I I -1 ,, tw. .- , , , ' ' - ' I - I I _-F� ­4 ,. '. . - _j,'_. - I ,_ .: - - ' ' - __ - � ' " - ' - � . i - . I . '� ", , - . I ... , 1- .1 - .. -I' .1, ,,,, .4 ".1, , - t'r-, ". I . � � 1, __ i­.,-��­_, ­: , - �- --,t,�-k �,. � --: , ­4o7­1 - . . ._,.j".-,­ ­1 " , " �. -:, � -,�, - - , - - � I � , - i� - . .4', -- - . ,IF, 4, ,q I � . "' I - � � L­l. iii I , � � I-. - , . ;"...- � .r �,­, -, � I'll - ,. , k ,, � _ F �t'_`�'. F__ilrnl"��_.'.:�,'.. __ -� t!, �,-.-,I�.,��'-,-,,�.������?'�,�;,�l,-,-=. . ��,, - - . - ., -?' Y. 'i, �, -- , i. " "; , � ,f,­-��� _-, t. �_ _'�'�'L : , �i: � I " � � . � , ,�� , , � - _m I , -,�'�4 1", - i _.,%'�,,, , `, , *:-5f: � ; ,,, . , , 1 /7-I-; " ­ 5M 1 , I ­ i - ." __ .- . �� - .- ' __' . N - I . . � , I,'; --',',',- -I�i, _'� � ; - __� _ . _ 7 - , , � '. _ ., i I , . i - ��­ _� . . -� - � � ; " i .'�' _ , p __ - I , - � 11.7--- - 7 I . I � - - - - . , - . � --'- .- - , ­�i::� _ __ . . , I - - ­ - .. 1. - ; �_ -1 ­ - ­ _�_ 1. - I , ., - ", I I I � I i, � I -, - - .,i 1, �- - - ", , �­ I" , - �._ i �;�,.L,._i I - - I.- - - - " . � . . -�,�7 ,­ F�. - ". - - .� � , ��_ , . � ,7� � . � ". _ "-F.4_, 7� . : - � -i � �- - - -I .1 . "I , i F� �4 � : � I , , . ­ �, _- I - �Yl _,� '­ � I I L_ , , � ,�l :� " .1 �1. - . , � . I ­.- � �, _, . _ I � - I � - ,�� I-lil - - - , - I . I I , I . . I _� L , , I - I L vla� � -,,r- ­__: i,'�, I , - �,,.: , .4�,,� . , ." . .1�1 ,I . ­ �� ;''�,�­�'�,�.��_- % - � . - . I -1 �l - , , - : , _. v . � 7 " I�� , 11 "A z_� .� % �: , ,, , . ,,-� 7 .jf�"";" I-- - -iIi -��,, . I I - S �: , "' -, ' ' 11 . , _ ", ".. . - " - -�,_!�_'F�', , , � - .. !"... - i � ioii: - .� 'ir_i � , - I I . I . � . , � r : , . �4, "t � L, . , -- � , , : .- - , . i T4 r­' ? - _, �,,�,, ��""�_� ., , P, "I � "I ;_., - , �, �-_ _ . - �, � ,, . . � . _ ; . - . I 1:�, . � . - - - , - I :_ 1, , I . . . � IF � I,T, ". ;A, - 1. , ., I . - ." :, . �, - - I I - __ ' T __T� - I � � 7 _i _. , ­­ �., T ­!'.� ­ ­;�:7;.F'i 4i qi l,'_. I , L , ,� - � , - - - ­ I,% ' ' �'. '�,� -- `_ �1--_,':" 'I - ' ' ,,"'.�- __ I - I -�---!_; ., -:� .. _. ­'�.�'_ ,� I.. - - I-. - - K."', I I . �il � . r� -1 ­�� , ;_ - .� : -1 . ._,��'- � _4FFIL.'. ., iii ,,,r , - "?, ` V, _� , , , I � - " I - .= -Z � - , . , r �_ _� -1 L _ _ � '. ,,, , iff . , , " �� I I -� - - ,� " .:� L� - , .1 �16 I �, I . t, - I, 4. I - . ,_ ,` : �z ­A4.ZJF��j - -­� - , M. t j'Y,,­;4:,z � z ; - . � , '. , . . - _. Z. , x. � �4 , , , A,_ - �----�,­­, - ,.: - � P,% I-x & I . ­ i, �, I - ", , . , I � � I , . _, , _ , - __ � I , - . - . I " ' � - ,� `�, � ­"r ,� �, I I __� - _ ,l : , � , q. - , - - � `,�,'iii,: ,,��i�� , -,. - - . . " -.�",-�- ��-o i- I- ii� - �l , " , f - - --- �� - i-�'.r- -�izl� -k��,-�- -, : ,` - - � � 1. I _ . . ,r -,.,- -�� - `a;�r. �- � F , - I.-,,. . - ,, , , - . I I . .T,-�l ., , , , � . L . 14�1 ,� ,_: i" I I- � .. 41 III - I � �.�: ,iii,�O,� A__%- - -,�4 � , � -�� - �. i� - �-, -,' 1, _, , _ �­,,�­�T. T - _'. , - . .1 !_.:a'.% , I P. . � .. � 7 . i., , , _:r, * "I - - , , I . I __ � - . ­�� ,,��", �-�'��-'- -.'i��_-- � 41 , � C,,,'�' � �,_ '�_ , I—, . - . -�. , ,- , - _'. � , I ,-. -�,. � - ik" _­ - ­. , ,�_ , ,t� , �,�� , T_ , _i�i �� I . , `, " -'I,- -1. -, - I -, - T� . ... , . - . K!, I I � "i, _I- -� , I ::,�,�­ t. , , .". .. , � , �,:�,.'�� . -,;, - � � � . , ,;­ ,�,, - -��, , _�, 7, � _ ". , 'I'-. I __. ,._,; � I . I - � . j "? r �,.: I I I . ,,,�'L 1 - � ,- , � ", .,I - �,��-_ _. �-` ?i�'�; � � . '-,��: _'�' -_� - ' _'r� � � ` ­ � - i,-" �', , .L' 1 � I' _' , ,. � . , __ .,ZF,t�_ ai, I'll __, - - --,i,m�T , . - : -,­ � . I .. . ­1 ; , , .. - , T. - I" *1 _� :iF., � _�, "m 0�, "�,,�' - - I - � �_ � ­T,_��, " - - � T' - __­`41- -r-`- i_; *��T` I_�:� ;, , I .. . . --- _-� ,,�,Y� --,, � � �'_� _14 � � . :: `:':;� _� - '�, �, - - , 1, ­. ­ I rl-, ,', i , t��z I" . - . ., , � - , . i ' ".. - I . " I - . . _,.Y�F � 1,.. _. r i,,%,_,,, , , ,, _ - � . � _ ��, I '_'; � ­,­ � � i,;, , i �, ,04 F ,-- ,­:, '-.. _� � ' t ­�' - .i' - j­L�� " � _� . ­ . i :" I - � �.­. 1. - ii� " �,,� ,7,1�_ ,. -i - IlIt% J'� ."I � :� : I I �", , , .. - . 71 - 1. i � : � I , , , . I-".,;-, le�ii _* '11--t.- . - ­­_ , LI ,t�:. � � � � � ; �",.'­ - ,."T­. IL �,-6- -,��, 4.i.�t. I _,i;f�� - � I � - do., � '�`� � - - - ­�- �� 1, ' ',nT `.�-`�, -',!,,.! I,,. " �, -P,� � a,i­ �-_�i,;�,`:­,�_; " . W� � ". - ii� , - r � - - �t�_ , - " . I ,,� , , . . _.. 9 - � , - - rW.11 �,_*, .i. - ­0",, _'�, � 4 " � _.' _,tn,4,�'. � � - I . . - - �$ - - -, � . 11 . .� I . : . ­ � � , - . � _- _ �Z - _-, .t t , _�� J",.� ,...-,,, - I M� I . � . "I "�?%��; ' . �..j �" i - � � -1 , _ �_ . ­. . . I i w i . - I ��, .;4�� - I-, I '-, --�iI, ­7 - �,_ ., �� -, -, - n, , -. - , � _, " � T;:-, .__ �.i. _', L ' _- -1 - . I I . . . i'. , : � ' ., , ,r� - �=i7- �l .1 L. , - , . - , ; " .,j -- ',�� �L, - , �I�,;: . ­7�k�,-"_��,_­, -_,,,;�r . I _� I . � . - � .1 . - - ,,,, I ,-,,,,I . - ,4 - - - -,- -I. -11, , � ,. ., - - , . _.: ­. , . �4� , ,� r , %� , : - ". . - , i- �.- , , _��: - � - - ", , . i� � � i- ,� -, ,in,ir, `:� !­­ �l �,_ : , " � - "" �.. , . , �:I .- 1. r. -1 . _ r�,, - r - �., ,_ �, ­i_ , , - I , I ,�� " �L­ ,'. , . 1 5� 141,;. - i - I . , 11 i�l - , . � _. __� _ -;. ,: _,�, _, 'T� - - L 'T.7I , . , i.- -,� -,,T, -I. - - - . I - - - � �, , , .�� r , , - I I ' I, , - _;�F', , - _ .J_,� ,�, �,., L,V��TII,� e.. �___!_,,-, �i.�_ ":: - - - _ . , - � - _fj��!!�. _F,Q%�,1..,,M`_, -�,,­ '��: : �. -- '.1j-1- "; , - -1 - , �� (-,�� �! ,-,; , in. �__Y� ��. - 7� - . . . - . I :.. .11 - _� ,tI. _iI�, ­�, F, ":.I . . �.,­.r �;'r�_""� .' ' I _.T,�;,.,�,, _ L . , , ; ­ .. ,I,, , � ,_,�iI _�, ': 'li- . t1ft- . - r � .� _ _ , _,,,4: _ _-� , ,�. �L;,�;-', ,:: ��-,'�! ,� - � , - ��­i - 5'i..! :":.'-�,� 1� - - I , .1 ­ - � - . , � I "�.,' '. � - , ­t _;_,,, , . " �'. - - , - ';` L ­ � I � ,,,",,, 1.1.1-­A .., - -__­*.:�- ;- . , "I ­ . �;i . � - - , - - - _;a�' - �7 , -, lTl._i,iVn';;;.�7- ,-I'- . - - . , - -D, : �, -. :-' -, �, , �,, T f - , .,-- n , - ­, � � � - , , I I �,, I � - n ' ';� 'Y�:�"_ �'�_-i',�" .- '. . , 7i. - . , , ,. ,.�I.ie ,� i. � � ..- -�--!��_-,, .-' ,,��, - � ­1. 'rl " �!_`� �V: :�. - _. , , " . -- j , 4, ii, - � I - I IL .1 ,( T�j­�. ­­­ � .. � _' .' IzS I_ �� r .. ._,��_,,._ I , %­ �,V.�', . ,_ P . ,5.j4�� -..,-,,,, .4;' ; , - �, I. � , � , - I I � � 'ril . � `., - . � ,z . , I , , � , � �._ ­FFi.,I:'­ .J - __ .. I - I �;l 'i, 7, , -J, �� , �z Z, - I . 11 . , I ,�. -�� --,-:�,� ": 4- I. , _;�, , - .I, ­1", ' ­ '�'. � - ' ' ­1 ". �,!.". , . - 'J, -�, i, ".ff"",��MFi �, -lf�i, ._Q:4 - M_ - -I,- - , -1 � _ I ­lw .- ��.,�'. i . , t--, - 4., . , �o 4 I _q _ - � � �� , C' ,� - - " , . � i 4�,l �-,!,M, `4i, ;-in , "., - - - -,, . ',v! ,- � _r�, =-��>_- i-, - .W5.19 ..�`­�,"',� ,I �,�­ - ­­, - I'll , - , , ;_ ,c ­,,�, ..I, - �,?6 " 1, , I ,� , " . I " oIt�%v � - . ., Zl�, � - , I X. Wl L� _-_ ; % I 'i '. . . , � ­ ,- mim'"�. ,,�e. - 0:;;� , I I �__ , , I - - I p , -.1 ,�' � -. ��.'&- i lUYW - - I -- ­, ­_l.-­l_ -'.,O,q , _�. -4 !,W�,w_n,�% __M-,�Fp.� ii,-.t�, ��t��_r�� 4- Fki , �: ", �_i,, i� I - I, !� 1. �� - -, � .,� � I�', I " , - , zi,I;,'_j ", � �,fv. 11 I I . I I , . T; � - ".. .z .74 . .. . " � ___v , . ;gx , . , ., , it � � - . - - - , I , , � . _i­l -1 I .l -4 'i ­ _-,� " M i I zsY6,z , -, : - - _1 I � .... I ; I � , , , ,, `� �l V . ��l �,�,?.�,� ,-:_,T_,, _1� . , , r- - � ­ - , , , �, �U�V`..�,-`if`,­.-ul­ -"t��- � . , . � � �.­ 11 . rfriiF, ��g -�� - X'�T' �, , . Y "M - �­,', - " , -'s;i �­ ­"., , -1. i-. ­ .1. .- _� � '��'. �ii ­1 ._­ - , � r I ,,,�. I 1. . � ", -,- �,_­ , - ,. _ - -­ :,ii'q. -� - .i4 � ". __", "r _.'Fn -�� _��_l ;,� - - - � � - . �_` �_� , : , " .. I - ' �-; -W ,,.,f­,""­r'_, * " ­Ir - ­­r I -, � -, - " ,; fit : ��_ ' �- - - - � _;� I'," �, �- ,I: _._­._4,�­ - .fZ,_ , - , ­ r,- ­�­�_J;�' I . I I . '.., ., .. � � . ., , Q, - ,ij -, �'C' , _ " t�, , - '�III' ,�� f � _ "i"i r - ite SA' 11 r � _1A , �_I - . . ", " .. _ ,:,� y �. _�­J­�'.. ­­ ,_ n � '��Z,"� - , .i;k �,v � "� - � .-:-I -� Fiz '--� "' -,� � '. , , - , - - -L - .1 _. _ 4-io'- 1 , - � -,� 11;�0f;Ir'll-', _ - ." a � Fj��ff '�� -I�Ij7i­��,,4, -,4%Q�� 1 . - _ , _ ._ j�,;t� . I.,- it;,�- _� I , .1 -1 - �:%.�l I - _. ll'-�V F -, - -1 �. _i�� _�� . lf-x-k,­-- -- -- - - �W�,4j��'�'4 � .,f � 4. 11, " , _1 ,- -�� 2. El, . �� A�ii_ p _ ; , f A " A, - , ­� . -,�' , ,." " - , ,� I I -� , -7 F, . . , - ..J,,� �I! .-, -, ­*_ M-.- : _��,��', -�e, - _ � �j `.5_1_�A Pj�__ __ - �, I -1 �r - ", i7. "- . `�;, `,�'.,,�-,,�Z,'_­ ,�It� -, ��iz ", ��`, , � � �, "O. . zllinl ,t�� - '. .,nt___ 1, , - I i 51� 11 I,- - . �� Mir t I -i �1' I)..", niL��,T,. �_�lr. M. _. 11r. 1­11 , _­ , ..�. �, . I i-_ ��, ,, I � , � 1- _.W-, - � ___��. , � . � � . r - L� ,�:'7, ii,'­j-l_ - � *-,W-' ­­ A, - niz - A-1 �_ ,_ I , -- 1�6 �,,J!��, I ­­ - iniz..� * -, "T. ,- ,4, �, _- - �� - , i , 11 -, I- . � �� A , I IN ­.�_ �-, �, -, i�,,_ , 1� �._ , - I I I � b, -f- ­!Ti,*-_�,,i-��_"_ ,,,Tit�,`:i, -J) .. - ..- ,�, -�ON:� � , -j. "�' "�j�%2'Ll .. 4, i�' . I , , - �,�' , , ,:�­ - " - __ . �_. . , . ,2.1 t-,'.f',-='r� p�:; � - ? " 1, -, ,,,,,,, W",-, - ­- � - - Z1, ..;,.- _�� --,-,, ��- '..'t- J11 4" , "3" t. _� :!Fi. i;Ir, , . a " r:7 n - . . II. .1', No - cvilrt-! - _­,,;'!� Z:. ' �,�� - _� , i� .,��'_ � � - I I _�� 1&r,"r �,, " - .rl ;7' '� -, �, _� - , , , � A I I , ` Z� � ,�- ,�, zw - . '_1 �;�7__�- - -i - - � , T3wi7,7.1:_ .Q-�'t � ,--,' :�,it� - i �l - - -��,!;�!;� _. .i� . - , � - , ,�: J._q,ji � , , -, - I ; �!I. - - -:I" -, .� ":� . . - , , I I I -1 ,_ .; _. r'-T ", � "T, . � m , - . ,,, " r I 11 - _-�-�j�ip '. �til � �i,jf,�,,., - I _, _ ��.r __ I i- � � � . _� �� '. _1 I ,, 'Z,, _. - '�'!` _. , ii�;, �L,z � - ., - , 11 � _, j � K - -4 _. �- w5­ , � 61L I, I .1 D'o , ­ .. �' 4 J94 g-, Ii, - -, - � IN ��1­1�1"T_:X� _,.c­,-: I, , " -, - i T- � i- ': ,� ,,.� � 1 �T'�' " 1. ,,, , - - � I 4 ­-I�­, w, "t , , X . c- � , �l 1­'­­,�,­ " , ­­ ­T­ - � ' ' '44­ -11 ll;�,,,�_, .� I -, .: . . I , � . , � , ,� �� �,.,�� "" �i .;,.;. , , - -vi o , � � - * ,�%�� - I - . 11­1� �, i� �, 1, - - ". . - ; 1-1n, I.. �­­., � tl�,ii_,_.?,_- In ,� �_�� ... ,I iiI�-,:ii--.-7,­­, � -�', ,,`�',, -I, ,; - - , . ,:__:;, � , � - . ��-4, r, ­ t.i::,,I,;�v-,�it=� ,r­," ., Tr�,lr� 't . ,�� , - -.j� �-2�� , _ �,-� _�l I ,""�. IL I ."', -1­4 r - , 'r'.".." , , - .� - IT, - 71 -­­,� � � .- . ... - , . * 'I 't, , - ., �..,7, 1 � - . .,F - I I - - ­v. ,,, , . Io:l'j�, � , , - -, i - . i',�;l . �;, - .7', `�Ii�'. ��_j`�r'� . ­--�, v I - ., I ,� :: I ; r, , I 1 1;.&-1 - T� _�� �_' '4i, . ;i. � _� - _ '. . . . ­ - .. __ , - . " r �� -,'t' ­�!� -, � ',�, �,-­­*,��­ L'Ili, _­ __ I , .- , ., � I - - . .. �:_ I - � - - P k.. I.. ­ I- �,,, ­-,-.4f�� ,�lii._:,�"",'�,,:I.'��,L A, ::_��' :Yt�'I:tx--� - - �� - , .. - _ .L , ­"� - , I �- , � , - - - - - _ � �-, -o - , , , -­� , ': - _._�;i�� �� , - - -! :.i", ­ - _;"', ZC -'I- ", ��,l . � . �T , , -, �.�-w,4�­­-_. � � .1 ,.,,7,��.-, 1 -A�. �11, . - i,-�I�`, i"! � Fi_�.�, : � - , � , �_ � � . ��i,4. ,--�,­. . ,�f� , , , , � ,0 '. . _ � ' �� - I � -, - .. . �, .. _: '4 . -_�7 __ _ _ �7 ,� - - -�, 0; - - 11, -�' - - .�.. - - ., - --� - I�-f..-� 'T-�,-;,�� --, - , " ; !� �' �'_�ii ,- � , , - . I - , . . , , . � .1 I ­,,�ti, - � ­.`-----�:�, I �,,� - ,��A,:� "'l-AU, I ,11 __,�. " .14 I .I � ­.. �,�� �.��%�__ - , - _ � - , . . � , % - I . . 11 .V: .- . . - " , I _;�tL-; - 1_','1-4� -­� -1 F _1 ,�l -, - - _� --- � 0,'--­�.� I.'; ��t �',`.:_, ,'�I I " _Z 11 IT '___ -P -. - - i� Ili- -.� --_,,,,,� � , ,;i: - � t,� ': .i., . - . - , I � . .", � ___' i, �,_ - �­�- - - , - --- I I - ��; I_ ­­­ I., I " .. � . -�: - ,: . � I � �, i . . �,%". , , �, _ - � � .-', �,,,. _-`­Tl.'� -11 *�_- � ,�-`. �-_, �--­-, - ­-�_ -!,� t;'_ � � ;",W`-,',z(;r 'i",­ � ,,11 '. " . I � I .� I , .. , , _ I , I , ,,, 11 .� T7. I ; 'M � � , � - - ,� .i� __ _- L-,. � .� ,,�,,, , n - - -,`� . 1 �n: � , . � . - - . , _�� �;. �j r i n _,.,�, ',_�__`,', - -1 .. , i�3� �� � - I - - - I I .:., . :��T , � , " . i , , - - � . , " - "I. rl , Ii. - I _� �l -1.1 n _ ­ �� -, _.-F ��, it,�L� . �,� `��i.��C'� "_ �'L_ -'� I ., 11 I'' - --� z, _: .,;, : � -1 i .., __ L- ,,­� ­ ­ F!: I � -,,r:. _, ­ , I _-I _ -,, -�f , , . I , ". , ­1­1" - - - , _­_�, ;,­-iznL- , -, `7 '-, , � -11, � ,�; � .- __ - ,I, � ­ .,'�i4.e - - . " - - ti. I ,F,,5,:., " - 'l- , ,IF - . _ - � , � , - I ,.,__ _ , , _, . " - I . . _,� . I. I, , nF�ic -1 I I I I , . . , - " .1 i.. 11 r.�. ,�l I , .�:,., n�,.� - _ .., ��_.,. -,.� � .. - �­, .! r.. � I "_ .. �� � , , - - I � !�. I I 1, - , r- - -­ , .,� '5� �, - 1; 1. ­11'i, - , ii,�. - , I - ., .. L ..�, , I ,� ,� - _i , - � � , I- ` , . - , r,�,� .­ `7 ;, .�-, � - - - �, _ -� - n��;' - - _ni7,�';� - _,� , . " 1.1--; In, , � , ., : ,�;��, ", �, �-!�, � � . , � - ­ ,� -, ., - �j r � - . � . .1 � ,:I �F, �. , � . , , - . �'�' ' - - r -l"', ­e , � . ­Ii� . -14" . ��'� ,- - - ; ­tik�-- �t, � ­', ,­ - "' -, 4F ��-�,nI'�.� .,�­-_­,�� ��, �,� - I �, - - -��'.'� I 1.� � -1 _-_;Tr ­ _--7i�. - . . :mi. I., iFi, I- 1� , F`­�' , , 11 % -.) . I . - - I � " �il . , - " �, ­ - - �,jj_ .;' _ .. I � I-. ,Wf�L'Fn, _-­��' Ii,��, � �,' I-, 7� . 1 4I- , * -- Nl�k VIL-1 - __ - I , � �, , �_� � , ; , 'Fi%.1 . I � " , , - � - ­1 - 'n i , �i.-,F. - 't �,.Iiij , ,,�` -1 S�,�j�g I ...I , , - ,g TA- . - 1� 11 T,.� %-, ,�V, - ", I - i�., ,. , � i:__', ltiA61,�". �. .1, 4. 11 * " L_ - '. . I :"�,,�, 1, %, __ , ,-, i: ,.�­ . 4��'I' e tZAF�� I:- , lt�:"�A. , . - , _ - �� - - __ . . Z I-. - 1, 'P _�,. A , _- , � " ,I, , r ,,� ,,,, - - . - .. � I I . . . ,- ­ ... '. -.1 I 'Ll� 'lf:l ,,� ." ': � - ,�, " �� _ _*���j' _ 7-7­ _ - . .,r_ .,�', _Wjh�,'�,6'_­��.A"'�_.r . - . . - - - . . , _. - - ­ ,_,I, _­ , , I __ I , j ,C�' ' , K�Tiln - - , F_ -- " , , I - . � 7r ,i� �-F , - -f - I . , . Y - , "-. ­­­­.� ll� , , _� - - ., ,� ''� f,'�,iUfl ,4 - � n- _t , U, A� ra �_� - , : , - ­ ,- � g ��t . :;, I, �� i - , q�; .4i., ­!"­ ­1 . .. I" -A- 4 '� � � ,I? �, ,., _ . - , , � -�_�, 'I i T, � � - , _� . - ir , -!'-§ -��,,ij���.j , I - -,'J� - - ` , - __ ;: ,_ �4 - ,�. � "e, ., .. - .� CAM, �-lwlll I lo� A''gk�T � ,,,,..��_L!__ , - � , I, i; " � F, I , , , A�, - , . - ., . 0 ,� - �. I ,,;�. , , 11 - - � ;��],e� : I _ 4? A _--l" , _., - %s�!"­. _ . : I I 11I;_L ' _' ­ , '47 -�, - I � .- � -1:, %� `� I'-,-_- .f.- -1 �, :iz, -1 tiii, n J­ ­,T�-._ `.":� " w � . 1; . � , - �__�� - �, I Z,�e I �.�­ - - - ,, I , - __ - �� I, - L- - - � - ��', ',,,l __ '- __�; ' �� - �,T - I " " - ' - - - - ` ,� � , , " L �.F:. Z;� ,� A ­�:r I . . T:� . I , - _. . "ll, 1. ­," ." .--, �=�,�. L - � � In, I �l -1 . � � I �- , , - j , ", 20 ". .s % ,. . - I I I I I �7.­. - �i - ,� '4 - - � V, � . , , -, - ,;F - - � -.1. � E ;_1 ,��*�� t `� " � i - ". , - �t'-,,�',' � - " 101I ,r ,F _ ZI%., i - - 1. I li� 7- 11,7`1 , , - ,� �;__ 6 -.-- - .."', . _XF "' i I , !, - �, I �, - I- .,Z, .., __ --- 4 � I, , , - r - � ,$ . , . .vrr� - . - " . Z . _0 : - , , 7 1 _ r - . _ . . r , i '. —4 OR I 7* � I , :.;" T . , I . � __ � I I — — � . -_ - , �,,.I.,I , �, , � � � � I: � mvt � I , . L� - "I , ,1­j , t2i�.'�, L . ' " w , r $in- - __ — , - — , I " '"' 'ry. , , — __� - b � ,,_ __ , - - . . L� , L . _ , "r !), � � ,�, � - I% 1. ; — , , ,, � i,_�: - � " , — �gI� , �6p -.� _ _ � n---­,q� - .,- — I , � __.,,r — � . , .I" — ,., I � . — , — ' - '3� � � _1 ,.I 1_­ , ;,- -�—�­- - � .. . �,Z-a�_;,­, �.f,­'�. r — 1'11_1�� it� i-11, I � V, '­­ — I , . j, � I ji�, � ,_,, , , lx 1. I , il . � � . ; .�,, ,�_� 1, ,,i. _,� ­.,!.,--, " , ? . E�,�,7 ,V!�, -�`� _ ,,, V—' -, , ; it-— , � *,- I i �, I _ � _� I �� . — � — .i �� 4ii , W �: � ' i" _�. , i,;�j­,',_ I . . " �, - , , n- - , ,,jn',%_�, ­ �)!%%�_ ". . :, . , � , . � n. - I— . �I , ­3", - - ; - _ , i — , - ., - . --� :;t. - �;,,­� � �- , 14 *n'.;w, '—, � , ,i2­: .�� -, : 4 — 1� � - I � �l :—T-�Fp­�p�7r—I" . ".i,, �irL­ -lt�­_=_ — ­ -, — "� � , " -, � Z� � — ,, � , , . , � I � � � � , —'- - , , — - - � � , . , , � _�*** " - — — - , , ., - - -,. — - -�,:",— -,I , — -- j " _1 I .1 , . , , � , I,, A� "; , , . - � 1 *v�,�--X,t,.-_-,,n2 - .1 . ­ , � . 1. _,`5, I�l_ 1. p - - ,- .- � -A -- --.g- � W ­7R � � �_ _,J__NFw7e � �,��'­ ­---l�­`," , ­-'..., ,,, _ � I "t -� ., � ? ;I t � I I j, _,","��­­' - _ -,P, k Y, - -_ -"Q, -.4' " , . , . -,I 0.4, , . � �. , � .r. � --� . % fi , 7 _-, ,Wf.;��i�,.�":'-q'­_ . Z,�,,�-_,.. �ie,�J_f� 7', _1�. " , , '%.. �, . , 1� , I i , ,�_, I . '. ,�,,.,.,, � 1,� - , t ,;, - � . ,z � 1. :­��, - _. " I - .F. I.K�F�l , - - - -.,- . _. X I W I "I , ,4 ", � , < I.-� ". " 1. F �J"' T "'., _, i. Al _01 17 no ?4IRW . ,;2 V 17 '2� _'�' . I , -IF . . � I .",". _ . � . : I _� I I - - _ - I ':SY7--; _. r I, , � ", . , .. . 1� � I I � � ,". , - r . 'r. , �, � � , ,:elr - - I � , , ., �'J.� I I . - �m . Ini- 'li.: � : ��, ��;:J4-S;I�') !a'.-,. � - 1�;t`_ll . _7_�� _ � -i ­ ` ' - ­ ' T -'- - � '- .. - - I 4 _,F_ ­ I I � , 'R ..­ - . I - I _`Wn �� � I'll", T�_1;71­i . i� . I � " �O� , __ - _1� r:F� - ­V� ... - . _��-'!,� �', - -r f-r-'--, �­ �:It� ?,��,(�-.j ,,,,,, , 7',:.. , �',��_.` , 0�,;" :� ,:, �, �!-�., - I - _.j -_.,� -,�: ----r,,,, - -w­-- ,� ii �� ,, " ':�, � �'i, ," -�,`t,,L�v.v� �Z��, 11 . I --, 4_ p , . - �. �_ - , , - #A - � ,F�_. -11 'K - � Y. L'. 1,1 .-. � I "I . - � . - " � " '. _ , ­F,��.` _-� " A . .iA � , , - �l . - , , , .'a - I" .:,� _`�_�ZF_;,_ll p, '�W- .2 - I. " I& i - I:"-.,- :,� -1 W�,i i - � _-i�,,A�,�.-,� -:�,.n`,� -�- , , p I, , .z.� -, - _,i_ - , , �.'. X:�f, I �3�,,F, ir��,fg V . . - 7.-S!&� .11 I � _1 I .� , _. � �,,� �,,; - . . 'r, " T4,".3T4 . �. 1 ,,, f - . � 4, .,-4,T,K,, _--;"_" .1 1-1 3x- %il , ) .�... _ !l . 17 1 ... I '.L �l �i� � �'�i,,�.�! -�s -, ..I , ,�. - �,,4_,' -. MAP -t; 1. 1. FLI, . -, . "�4� �'. I I_ , - - . , � . li�za, ,��. �.',' '.. I'll, . . , _-_ � _L, . , , , P�T _`�l , .e, _ - , I I __ , �To �w; �_ I " �','�,, - .. -,� ii� I . I, - I . . . ­1 11 .��.­?`r r - . ; _ �.,p , - " . )T.i i.,::=,;�, , ­­�V: .... ," , � - ,� . - _ - � , - L n�F` �V, , .."5 - ­4 - u ".., ___ I - . , , :r_ . � _­, - ,�_ � . .. - . �__,iAl -�i;,, - ,, . � - , , � �, F %, , I - - . - - �� ': :,� - r., - --k, - - -ili, -X ; -y �Ii� , , -_­ ,iy� ��_,_'� L" - , z,L_ _,O�A �� - - ­ �; -,- 'o;I-_- ­e __.. , , �� ': � - , , - 7--, � , I I 4" .- in. - , .... .. . I , ,- , L_ - , , ,g .� Z ,��%:,i� .,�,:!��,_! , - , �,�-` - , - ,� 7�;,�ti . � - - .., �, , � - . � - ,.�, . _ � iL4 - , I : i . . "g� . Y .1 !, - ,.�; T4 . - ,,�­ � -, , � �_l - . , I 11 -:, . . V_�l V'A - , i ��l ��' �l lj"�� Z i:�, _�' . " � __ , - . . +_ T�, �.i�_ - ..: . ,7 � 7;q - , ;­�- ­-p'F 4.��-,__-�'_!7��. - _� n:_.-�,__-__�.­,�!��, '.' - ­1­1�_,l ' e'pnl�,�­_'-L_ r, - , I,T , ,.t_�04, - - " i'Z - . . , , " - . L , I ­ ;._� .. 1,�'�,, ", % ;­ �­-,, 1�7 _�.,�" ,Zzz- ­!, - _nz74,l!i`_lz:nl. - m;I, _ , . _q ,,­­­ � � - ':�% _`­ �V-<­ �­r�,l 'o 4 ' ' '. ��, - Lw� 't, -A � ,;I� 'V� , _ , 'L.�,.._ _ , ' !Fii I - � -- ,'_--��!! ,,'7�w-, 1 , . . __ _ . " .;�,��X . �� _,)� � � '�,',' .,:,": '�A �.' I �._,;:i ., ' ' it -: " 5. �'�t-ie,� � - inO �_ +� r.7 - . 1�1'. , 1�',,' � � I -�,�, ., " " �i�� il - '�, � ­ �&ZI'4,7 w I*W­ nI ll'_�A- I &-,� .... 1-� - ,� , � - -,�' I � , - �k- = � �;-T�r-L'l t:. -. I ,,�,. �1% . �,�`�-��,' - M_ "I . I " , - -��_:��,��. - �`inA . , ,I . - - - I ; ll'� i - ­.,,rR�-, . ` - 1j, - N, . . _r,� �e,;- ­f­' r, I , �, _,� . .; , 1� - , - ,- I I , � , � - , - ., , L _�%�, �� 'IiF�ll F, -,- , I I ,,:. ��, . . T� � I : � �. 1, -, IL - I ,,­ ,,­�'I " , - - I 4 I ­ ii V t�.�,-�; � - I _ !1, �i ,�', , 6 ...& ?'.,� � ,� -i., ­� , r, .f , , � . �$ , .k� __ � . ,:.� , �._ __ .. _. , I .. -�7�3, - I - - � . I i� 41`1 , : ;�_ , .,�t"i ��3, -.1ri ". - -I- - 11 - I _�, . , , ,_ - � , �� �, � ,, � - UkEw t�d' T", 4 , - -ow - "" �44-- -T vg��"'--,:� . '� I - .p.-F, - ­; ,;�, *7eN,ic.. WA __,:i:ol�� �_Ol 7'� �l P� - f-. . , . .. - I, "R -, , , . . I'. . �� - - ,�,. - - - �r, ­ � _. � - - � AI-. I itil, -1.1. I -1 . �,_.l I I , � �� , I �W _ ' . i - i­ 71 . I - I � , : _. �171;1 I �,i �, j �E-_ - ­�� Z "%U�,ti. 7� -- � , �� - I -,��,, A --;. lte . V - ; r .��.�,I , .. �, ,.� .'am", - it - t ,, , - , _ '. L. , ", - 1, -2 - 4, , , I -, " I � - - " � .. , , - ­ I ,� w I- . - ­f " " " ..", I M %�� -, � � T .. _: - `W , 'I,l: __ .. " .; 4 ._ - I 1. .1 I-- -�P_'­ . , .., I � I , , - ..y-lik �Fn ,;ZA�. � i�*- I, i-,TV- . , - - � � , .- - "W . . 11. fte­";� i-",: � Z, � , -, '. . --- � . is, �l . ­11 . �. _� ll� 1, � , -4 P, '. ,!; .1 .1. I . .�;., - . - 1 0 . -- � _.. � I f - : - ; �,. . -It .- -- " "��'7 �' _,�.`: I , I �, ,- k.z�. - I - �� �1' , 'as , � ­1 �-,�l � . I., _� I , ­ , �,� - , , _. � LL.d I .4 _-_ - , - ; , ,:: �;. , ; . -, �, - , , ­_, , - , .1 - �*l '1;wIo� �! "4�,Y, 'jt�,,'v �l .1 � - , � -II, � ­�' ­.�. �F, �� . " - ,� � " ze R ,mii� .4 .1, I . ' , r: I� � , � ­ . " .'- -4.-" _�._. _" "_ '� . ' _'�'�-W 1: rl-M, I I M" - O , ic 'r Vtt- ,�N�72 ,. . `1111-t- - , , - I I I o' -., �t_'_ .;. -Ir - �.� - - ::. y - -; 6­..T-m�F: �:"�"P,50-.K.Fi;_ i7M. O�lt­,�T - - �_ A.", ", . ,. , ,,, - f'.1 . 13.� iiiL . t, , !, . , I ., � - ��-�, '. - � - I I , OT�� , I, - .: ,� ..�, - .; , ­ '­ 11 vl� 'si I 4 1;c - ,i,4. I.. - , �� - ,. �� ' ,_ W� . ._ � - � , I __ � _.-�� , - ,7�� . - �: .- �, _. , , � r. 1�1 �� - , ­ - '­;­ - '. J "� � - �4 1 , I � � 11 I i 7;i I , I , 4 azw , -,- I �_ , ­11� . � "It: -12�.' �, .t ", � - Fi�: - ., � 'Ejl�, Z.% W t _t L _. I I " . � - - .. �,��, 1: - . , -t- ,� , " - - - , - -_--,� "-_n, I �_.,o,. '' - _. -ablIT11--�', 11 .11 _� - : , � , - 'A' ,�, , - . " r, I - I "i, % -,,. ''. e - -� t _�� - ., _w­ ll­,�_,,,I.: , L I . , , " '�, , , . � , 'T .. - - I , I� aj !Kr-�:iin, I '� _' - _� _-��'i`�� -'i!r .1,; ,7,L��S�5:-,l �� �, , - . _ , - .�W , . - - � . _ ­ , _ _j _, I � - -F I" . ��l � - riifi � 6 Ilt �­ ., � Y.- ­­ - t I - � �-Tii !j��,: �,rrpjl, -, - 1�1 1� '1` , ,,��t :, , -T` , �r �0,.�;�p - �. 1, - - Ir. .r . 14�11__ - , � � _�-,_ i's ,i�-,iil_ . � ' �J_.`_ - 1­7 1�1'4� 1 .. . . -, - I W � . . - I I - � I . I � �. p , , . ii __ �� EWN �, ;��,_�ith7.1' , . _1 ,.;, � I - I.- I �i7 i�o t. I , . . I .� % - - .7 -r,l Ilk , ,F I O.- . i,44 � . .1 �Igi - ,,�nj� � ,; , .. ., �' ' ii - 7`�-I` - - �2 _! ' -, �� - - - -,--,�:,-,-,i . 1). "I -- .- - - . - - :, H-;:;�'. -Nn:.; ii_�_ " - _ , lt� - ____ i, . �­­­�,' ­­;�,�� ,-- ,:; ____ I I . _� R M -I . ,',i� " ". , - �:?,%. ,,. a - , , - �". , , -� �� - � - , ,, __ .,;,�. , 'r, , T - ' - t.,� .� , ,T-. -.,F,P-,T -- - -"- -- ; _t:; -­ '� .__. _�, , I _ - - �­� ` - ' ,Fi­ ` ' _'.; 11,;T, ,-,,t�:i�� - 1. , -- �.l - - ,,�� � -, -- V :t -��, ��­* , .1 _� I - , �.­ � � ',.,: " , -., :.!�._% �, � - , r - '- r � ", , - . , _' _� �7i - ':; ;-, , I I ­­� � , - T , i ,��;�`� -- - ,,, ','�. � , , _-!�-�`i�:T_ I , l`_;F_­ �l I ,i) -,i., i, `,_,7. r. ,X �� .�;�,-i .�, �_ , ?�.,,��"-;��,�,I:rl:" � � ­.-Ii., . . � ; I ,*.11_l..iIlliI` _-�' ` I I ,�, is- - .. _ :� - ,.�,p 1. :I,Ulfx � � -,�� � - - , ; . �,_ '� _­ , _' _�' - _ .,;,.,i7, �, 1 .. . - - , - . , - �M , _.- I 11", ii.. -,.I' � - A �r -, j '. - - I I '. 11 . - __ T .11�, - I 11 I .. .11 - - , I Fz:." I ,_ , � � I-- _� I., ��_­ - * . -, i " ._" �_� � ...... I �� - - - . _�_ 1:1'-' i� ­,,�' ' " 4 I'' , - I -, ,:k -ct. N� ":� � . ,,,� - . �, F . �, � , -:tI61 .. , , 11, � - ��'. � ". C_ ,1,, .-l'.1" ".. iiL, ��,sE'z,p, , ­ r- I q .��.l y. - - '.'4, -1 - - , .��'. �[, c I ,�� ­ - , j7! , - .� - , - ,� ,., ,�', ,_!;.�� �� - , _1_111­1� -- "er- -lq��R,ii: ...'. , ,,, --,a ' T` ' " `�` �'4, I'— _".. , ; ­ _ _4�­ __�.� � _: �l - � �- , ­­ 1-1. - I - . -.,. al, � �-�- - " , _ ,._ ,-,. � ­ I I .__ XA __ nt - " ,� , - - � � , ,� lj.� �­ ­ ' ' _��',�' 7*-_-i� '� - 1, - j. , I 111, ,_V - .�' - _�, .�_.,Wii.n g_� I _.�� L -, ­ .11�'F. I��_'�t �' -,. �.�� L. Jj,,i.__,jj _ _ _L �­p,gn�v�',��194�­_ . � " . , , - . ,-' .11 . ,,, ,� T7, "'. I -, , i. - "�'­ '. . , '41.�7�__Lf.� ._��l �6�51_'�Siil__ �_,_ A_ - i , .� ",a'!) _V­ � � IrAll- R_ ,11 .", - , _ - ,�,::_, -­ � , ,,, �.:_� �, � ­7 ,.­'��, _",­-,-,,Z�,�7�� t � , -n - , - � � . . - , I- t­­. . -, �,,-4, 1 --f, -1 - , _f,= FF`�gi�. . - - "'� � - -_ . , - - ,;��' �, " I � " �4'r - ­. , .� ­ ' ". �.. _ � . � ,,, - -­�,k�_,!, -.'-" v ii`�'i' , �',�.�:Ll,��i' � Ti , - - ,- -!�,-_.� - - .i. _ ,; A,;,�.�.pi.,,­ __ - � _nv� - - 41._�, - :._� " - 11 �'.' .., - .� - -2t ��., _,nt,' - '� � I i - `_ 1�1 _41�A_;D.-I � �, ��.;,. '. - , .1 I _� .9- - .� - -, V,� - - -1 -1 - ­� �. . , ; . - ., __ - �' - -�� -T, ,,,-. ,;,-, _�-��'­ �,: . - " , � . y " ,�J;l , !. ,- 51 ,;:- -, .. : . 1� � � .. - I.. _o, 4- , -i�; - - __�� "­ ',_ '_".­,_ Fl�� , . , I : � �Dra_ _��'. ­ I . I 'In 't - .�. .��'. . , �_ .. . '. �;,�� ,?i'7, ­:t,UL��r .L, ii, ,,, ��, ,1. 1�t; , - I __ - -_ it . - %', - , - ­14� ,� -. - , , i.4 .�. , - , � 1�,,,­Fi�4.il��',J` - - I - . - - ,.,I, .." z� ,� ': - .. - - � � "_-­ ­', ­,�.. �-.'Z� v - � � . I � ., - � , i- -,. � �-: " - --'?�,-�_7 : � I - , , I�_5, V :�z,���',�,,���%';:��-��-�,.,-.ti�ir __ . , 5 i �,. �� . , -. .- , ,, '_� wu,#., -, , , -, - - ­7 , ��M,'.: . _,?rr _. �: R­ " '­ - , � , ,��;4�',!�T��,�'F;f,',,, io-, _�� Ill"Ni- � - I ­­�_ ,_;.,. -ill- �� . _ _�'j �­' , I - . Fia ., 4 I � .1 � � !�,,]Wl��_. f' Fi­' I ;P_��I.. I 1�1 l­ I - ­ I , - 1­ -�­. . . I _ . , 'i, 7, -I- I" t.6­ii,*'l" -,!K,,. ----,-�.--',,.-.�,',�9'-P,�-��-� .� - . I I -1 - - -L'ti_ _�3 `�',� �I��: -�.', - ��:':m2 "' A - " :z, - � T� � - - -� , � I.- �, I, V,? . __ �4711 -.7 t, . ­ . _. - ­lN � go '11�2: � _k,F, �.*Z:z ­,, 1 n - _�'N�,� �v_, -,�,,'�', "�- - ', . I _­,,�_� 11 �- - ',Sl I "T : � - i� - � � - � .. "g , ­_ . : _F 1 7 .1 r., � � �, , ;W, :� --',,. � , a . , - --�� .,�"-"ij, - " f, I 1. ­11 - � 4,Q - - . - , �'ji,i� ­ - ­� " - , � . ,,�, !'�- ---I .4 - ..�� _­; .� 1, 4 .,.�:,� ­7�!tn � , . I - � F-R-1 , , M �4 .. . - . ' ���­ - , - v, , ". , 11 . F!il � .FF I .,. , I -A -it . . n,- , � .� v - , - , . . ': - - ,. ��, -�.. � .-l". ,,, - f�!" '., �4A�, ,Z�ZAC �,x - -lici l_. ,r r, -.,.. , -,.,. -,'-- - �, m ��­A'I, 22M � r, , i. , � . ��.r'__ T . , , " �,,_ . N�% �!Fjk� A It - I . ��. - .l "' . ,� do ,�iL� -----, -.: � ,. I � � , ., ,,, - . BE I ��, _� � , . 7�� . ­ �,' -.1 - -I -.-,--- . I I- - � _ _ ._ . , ;:-, - M,- 'U" !,� 1­1 ; , - , .L,�. , �,:� _., � . 1%7;� " I, � I , � ,1�, , ­ i, - �.;`.!� 7, � -7� 4T� "', I ,v%:�, "Y'. , ,._�Y, , , ,7�j'..� . " , . ': ': I, 11' IV ,� ­�, - t- I;', .:*I -;g" P. - . . - , r ­�-.�,�,-,, . , - �, , , --t . '. - -Y v._-L,T,e . :', �T, ." � *,i i� ,-� .. .... . I M a , . 1-i -,T- ,, - ,, -',- " ­ , .� ,. ". I " , , , , . . , . . I � - '2 , ; - __ , ,-,4, � _M ,,� - ; . ­­­, ­ - ­­ , . ;i-. ,�,­,- �, I , 11 ­- �_11'4 11 -1. I �7i ,�,� ,,;h ( �, ", , v . ; - - - � . I � , -11 A , - -, - !", �' - � "" I I . ;11 - � , `.M; � - ,-,�. ��. ., . , � - f ! I _N ..il, ,V. I � .� -_*�. w- - - ,�w_ll . , L 7 ,. U � . - ,7 f�� � t", � � Wit -�',� - - -1 ��'-. . 7.1i ,": .� ,��; .! V� , " irni�,,.;F�.�,`,�,, , - I - ; r, - �, , . , itst_x�,':�'�� , j-, i - - - __� I_,- am� .,,j '5� .. .. � ,�A ­ � - r . . .. I ,�? -P --- W" - ,.l. I �, - � � , , �,� I 1.i, I I I .t_ir - .-. �l fllt I , . _. 7��;t �,,,�, , - -­_ �,-if - - " , , , , .:Yn _�%. 1, .i-� - . ­ ­­, Tr� � ". _,, '�_ , I � _��gl V 7"" � �- - ­ -.1, � �tt! -; , , " ,I . I -­ - .7 � , J,%i"t I - , . --ill"M �� ' �­ I I � inl�, � r- 11 . . - -�,� , -� , .- � , , ;A -1 , jr �..n.r, � I .7� - - - , - �� ,Z�,Z. . - - ,.�, - - -, -1 "I - I I , --al , 14111 , ,F- I I i, X� In jp ,,;,;-, -,� , i­ _'T, - _1 , eTi ��`,, � , ,F­k�'�' F. ,"', iF,i ,_ , - ni, 2 _;��.'Tr "4 - - "" . , I -, " " ­ , � ,, . eA I , ,­ - ­ ­i­ it ni�..4 L ­_ . , - - -- - -M - ,,,, " ,I,,-. � ��4.; 1 ,­, ­� I -�ti;,�.,, � ,-,-, � , � ; �� �;m P.141s � 'i . _'..., I-R,V, - � �5! �_l . I - *� - , - - - ,�. ._g ,� g I -,- ��i'L� ­,,',�'_-.�---; . , � �:r�fks??,. - � �;r�:._ -11 11­1__­�_",.�� "--: , - - I , ,�. , � I I � � I", I" ..F_�,;� "j, , ., .� _�.z ... - - , , -� , -.: . _� ��_ ,, �; -,..!4 ,-- -J,��-,' ��"'- � � -� ��c , _lli­., , ; , I - : - " - -�A - , .", jc;­i.j,� ;�'_­,� - - ',,�- ,�n_ -- ;�, .__ _� �P_ r-, , , - . " ,X_l! ,,-�,-_ 1. ,�, 4 -.,,, _� .tTtui: ;,t , " �. -.,,�,:;,,;� ,,,� , i� I, 1�ffil - T , � - . " _`( ­ ,- - � - . 10IJ �� I ic,-, 11 . ., I - 1,oz I n, *-�,�J�-,*�i',.,�'�­`�'�:�.' -.�. J�l ". -I 'L,1,I,:- 11 I �­'.- - - ,,�, � . . - _�, ,�, X ... ll�­. ,4,,.� __�, � , , 1, i�: �., .j�,,Tlr,,� 7. ­.,�,� 1, 1 .ti i­r_,-.,.__ __ , T�, r - �, I., .. - _�C r , ___� - ... � -,�I " in, -,t, I'j, - - . . 1, -,- , 7, 1 - . . - : "I - �-,A, __11"A.ni _ - - " QM" - 1;., - , ", - , ill.. ,3 1-,�i­j'n I� � � ,,, - . " 1: -i - ­ "C_.�'_';,�, 1:'t,l � C . . - ll;L, , _4 - - i 'w'?k - I � I .� :� " F,�F­ M" -, vn�_�li rl'll I - . - L,d� � r , rlll' 1. i - - � - , , . .. ­ I I � , -7. - i` , , - - .�M­W.,�. - - 7nz� ,E�l � �� _�;� . , - �, , __.". . _L___:is__4­ �-17 - , I . ­ - - - - , :i�,� 7_3�,­::;r "M . *_ 11 .A. . � , i': - � '', , . " .1. - . 1. I- _1 -�yiy. � ,_r - 1-1 I -.X-,- � ; I- ,:��_ �i�., " � , , 11 ". I I - ,� � . ..... L ", - -I? ­�� " , " 'r �,' �i� 1: _,i 11 -,w­; . -��.e:,�_. . ."I' - 7i 4- . , )''m �, ., � =".7:._l____ ., � - ". . , 'il -, ". � , � -*. , FF I � ..Z-,�t�:­ .:- ,I � � - , ��: ". ,- . _,.,, . . - �­ _ _ ,�2 L'._ , , , _, . -1 �� .- - . . . . ,ip.,'. I.- 11, �. 7__ ,'.1"'. . , '' �, , , ,�, , . __ , I - I - - : 14� , ­,-, . ` I , I . . 11 , � , I �, --il ,_ , . � ,�, - --- � 11 Ro' -;, 4- , " '� . l, ll_�� . � - ,: �� - '_ . I ��-��:�L ��, - �� ;:it ,;�4---�& ;�- ­"T �. 4 . �l ... ---...I'--- _ - ,,-:I �, - -gz- ­� I- OV - ;16117� 1. I . ,� " , , F .__ �� � ` "it-', IT', ,- , N"V� __ __ 11 - , �� , , � - � - . .1, . -L I . -, ",- , Z� - I �� q ., - ­f� - .. , - �� ,�, c -1 I --- , � -,, n, I -- ­­ M , ,e ,7�w w; A;"�' .. I , , - ,, ... lll�' ,�- -, � , Z! ,_:,714�1.-il­ -1 1. � '7 ` . , , ­�r=,� -­_�-�-A"t, ,4?,.',Ii�­,T,'­ i : i. . � � , - I , ";l_? � , `l. '' .- tIi:::� ��,, I- � " ­ , " , , ". . . �i� . __ _­1 j _-�, � , . "_ - _.. � --7 mt,­­ - _ IF— -- v-7V7- �n�� iF�-, ,_ I I = ., .,i --q­.­�-� O ." - M'. .. __ - _llr -__ ­10I - - -, - - �FIT� , �' - -- ­,!F2r,,p_Lgl­!2 $.= M.. , . 11 -- --T-Z_: � - � - 7 M ,v . I -1.1 I I., �,��i�.�.�,!: -i n: - _'�,?'�,,.'lii'�� �j,rT� - _-�"-V"'. _,�,'�i' - " - ... , - '�:; . :,.��­ "'.. 7 . . i ; $ _­*, -W r, . 5 ., - -, i-115w:4 _ - `� *1 �- - J . _­;�.�,v i , - II: , - i� - - . - I, - � vTi::�, F , .. � f-l- �l �`4 , .. - , __��, ni:%", n`_ ,'��­ � '41­ - ­ 11 I I ;a' ­ ." .0, , Qj��Y,:tl,�lj� .r. , , %, Ml , .7 , - ,!�,,,�"gf �', IF, -4 - - . � - .il I-, - I - - ?^ '� "5"­_ L . , _�, -,�;t i ��it;�,,,,':­-. -!, ,, -�Z,� II-il-I.-I ,. ,�_',:',�'!. � T�� ��­ -4-:. I "I, ... i� .'3 .-H " � g � "!-,".. gZ..-J.­ -1 -- - � __: * 1,14, - .;� WI.�,� 15, ` - X� !zl_ I ­_ ,.­� . 9w rMlTf,_=t�-�11111�7_in�__A :i. � ; ' , , , , . L�F - " ,� I� . 1-1. , - A, " -, *7i:,�'g�- - ,-, , - - "_ ,. _� - ,�� ,�il � , *' M,v _F'rf, &� , _r, I _�- - - � - <-`� - � I - �?-_�� ,_ , ,, i I: i -, �'�,,,��:z' - - �: .-- , . , '_ - I 11 . - I .1 - ; . .. .1 �_,.F,i� r k- I "I - 'W"ll"i- RIIA�'Z�'t'. - ,,r, I 1. '', - - , , ` - � . '_: � ?�.. i!:,��:, mll__�At­ I " , ,lq .100 __- WVQ I W I " I -fI--4 - . . I , ,­ ­�­ - -, �� 'k, - - , �', , -` - � - - 'M _ n I _�P- A _ .�, . . - .1 , , - - � Ii,-:- ,;,,t,!�i,�--.Iie�,., N"P .. . - - I -,�,, - � " . , - - - -�, �t . - _� _�, 4 1 . � , , - , - - -, _­) ­g-,l i4-1.�,:�� . .. W'j-;V I i� - ... Ill --t, - . $? � . .. I - I �i � -- - I ,V, � , I , � , - -Z -- � - 'I ,41,� K, - IT— - -: - z v. __ . 71 iffil � � MIX - - -P 5 a , , I�Y_f,All . 11 �_­� -- f- - .. I: I: . .�'v , ,� � -,kr-i,- ,,..,. .. n . I . I �lm.?r � . ; � , . ... ... __ - _ _ , �_ "no '�Qe_*.L�'4�, Z7��,�', ;--- ..". .- , , , "' . . . �ln �`r_-;�,,,' i,T I I . I , R, V�:�-V_I�XAM ,� � ­-�', .1-­IF"­� I I - ­, -­,��4­1,1 1:11 ,_'L, t rriF, 4'_� �� , �.�_V,,!.� . 'Ll� " I It. . n, -. " I , - -� 1�i�1�11'j_ll I O'Ki_� ' #-, "'T., 1�"­"_'� �, ��i �. _-` je�'-f�-- -.tF -,"---- z i , .or ,�__ _­ . - -V �� , - - . . b , I �l - - I.- " ­;T!�.� j In. -- - ,,�.� . ,- __ ,,­ I .gpin', ,'T'�,.��,Mj�y:f,i . -i_� ,� I. lf'g' I, �,_ .. - _ � , ��,ip " ._ I - ­R-7. Is.,, 1---W. -- , , , ,.�� � � Ll"')�"I""','T�.t"-";�--'I--�"-�'!�,����'7�l�'-� , r .­ - - -, I I .� ,--,- ­�-:r- --- - - .� __ �tl� -2 'M,4,t 1 - - , -, � �:t T:- 11 . If n I - --,,,l,t%I,-�_ .� ; -, 7 I - '%­r,:I �,a `1� 21� , "..'e!-�", , W, - . t , . "N' . '2 - � I- --l-11 -11 I ta � , M r - f�'."�'-,'.' - -_ " _Z �­ -, Fk, ­ " E � M �_,-. ", - I �, , r.", " y YA y - �l I I -� - , A I '. , ,� p - , - _��, -� � , , , �L �.. ­ 1.,­ .1'. " i­_,-,- , , , , Ml�� `­ - � � � . ­­­ ­_­. ­ ­�, �- I - ; `Ii _K I _- I . � "" � , "o", ,,�, * t � , ;I T, I'- I .. 11 , . i��v�� , - lml� - I- , -,F , I " , 11, L . �_ ,�f " - - , � ��,�� - -i -E ­W,410� Ekk�.'_l � - & M , - �,i­ . , ,� ., " .. _ - k ,E_�,Zpl�itkr 'Ir - 1. � , . ;i - , - . I . �, �m - , TN I . vflrl IT, � - " '. , 1_' W tl� q��,__­ - I n":11 L:; '. V fm , , __� I, .-T, _', I-� i� - � " , - , , r?�-g � - ,�',',%_ � 1�!l ;.�:_ t - �, P�M � . . L, 'V' 'I "L . % ��- �--�,',,-,`_; - , " ", �. ," 1 -V -::::: , , . - 1 i -r.­fw-- , ­- .. - , - iI,I,t. it 1, M�i .�.k , 0 --IL-;r�­n�,z$p'. - � -1 Z117-i , - - . --,:�:�z, .. , , , � - Lg:: L�, - 't, , . .- - "" � � �f , � _ L" , I , I - .iil- - ... �= ;;nn 1],571 , f, , �_' t . � 9. � - . - , � i.:,rF,t�%.,�T._ 7.1- � 1. , - '�'Jr",' 4���, " k , N �- . , �,�;X,,!'�k-��, �`,s .�, I'll-, --. - i`, _,�. , � J �: � �, ; 'j,� .'r - t�i_ "­­ `� I "'. ' - I - ` 1! - " , -;�r. E , . - I - - - V'Oele-��ill j:�"� �=,�'L., __ � r'. ,&jt�4� - '7� .� ., ­­�. i I � ,��_�7 .[:,� , 4 ,,-�,.. i�."!., - " I - _�Fl_� ". -1 Z' - F­ _i��; ­11 . I "t"g- 'v" _ ­­, - . I `IV "Al"Clikl, , - ­_,�, ,­ ,jr , ,�r�. , �. ii, _�_�� � __ . , , � .� I - - - -il.-I ... _ . , _ , ,� - ___� . , ii�%� Y, 4� � i'! v� . 1, io?f _W4 J__­ - � i� , . . .Z., .1i. � �V.,M�i�'-.�,-,-!m.� �-, ­ I I , ��', , �j , I , .2�i�N`J`-;�`,,� �-1,!;_'­1 Irl - ' '1�,��,:� fl,X;_��l - 1 7t�ll 1 .�.Z�� -t ­ - --- - ,��--A��-�,T�- . . �- '�7.,.,.�,.,�,�-��,��'�;���,j�.I.i � 0: - -- J, __ '. . __ � -_ _�ifr,Z ­_ ___ '- , � . - - ri, - E, I,,, " , "I. 11 W-1 -,-I.- - b "I I. I �" ,��_ - . M, - I - - ,", - , , :;I - 1, �� n_; -, - , 1 � . W, , C� �M-!W, Al , � ,� ­­ , r. .." - .-If .1 - I - . ,. - - ,q `� 6 . - _z!klt I-11-z' 1. __ ': Al - . , � . - t n� ­jo-,n `�-�,4i,��4 I , - - , - " ' " t ": t , ­_ . ___ `.jL I , I ­ .. , - - __ Ir �7 - . ,i7, �..- _L�� ll� , . . N . - __ , " I r. , - .- ��.'� i_�!tn*K:� � Zl- � n� �, A,� ." .. j R � �,,,�A ­ �eMl`_ fll� ,, ;zs -, -. , -* - - n, " . I -elvz:d -,­­­ 11 �,- -�`,, , 2 " ' "' � `_,-`��­-� �� � 7:-:�,,'��_ " x --"F,, - k�k-; �L I ' ,'��',�t " , - �_" � ...... I, b: -, 'i. , , , - � �,F_ ,_ _10 ., _ _�,, - - "' _'IL, - �� - , , -Z , � , ,' - - ;' . ,��.i;­l I - _� I ­­ ,'�­'.'�'f�,��',,,��- " - - . - �_ �� " - ,�; Z� . �ln ;1�1111�:��r ,_ ll_�,�. - - . r��. - . ;..I ,.,�_ _ "' 'Ti, � "C. ­­'­ � . t , , .,_. " 7:� �� iv , , W, " � , ,� - . '7r� 'i�M ,_ ­ ., " -.5--, I � �57 ,,; - � ;,�'.' !�,�, ;: , I- __;IiI ,,,, ,;, _ I , � j,V,v­ir-,;,tFi _ - ,� � � '. -, �._,, �, - --- n , . ,:�� , , I - -r-. ,I ,­­­ _L *,' , Z I NiRgf I '.��­­, - - �, �, , _ .;g_ .�� _06.k � � . .1 I 11;1�1 , , ." '? � --' ii� _ '. __ _ . , , , - - - , ;�?: I 7 eniKV,-L_�5,'��e ---i'_ � " - ­`jVa,7;- - -1- 1��:�, iIn 4;_,;7t,� ;n, '_�:, I ,�- &.�, , IL , g� �� - -I' ."---, I I . A . m , . j , � I I -1 � - 1�� _, � - N�g�_F �# � �:a,;AA� - 0_ , ,_7 �-1 .., . - ­-7,��`,!I._'IWK ,��' �.-p_ -� . ,,, - I. �� ­ , L TA� FL. I - I ; .-' : , I I - ?�-r . � ___ R��­ , , 't , L . . .N�� . ,:t - Ict _ - , _7'. � rlW:,­<,',�- " �� -L , . -,;, ,,,, - - `��: 1�� - - I - p, . --l-I - ­ _'� �_: , , , I . lQ:l%_ . � � RMO-1 11 F , - : i, - .1 � - , ��­ - , �- � n­l',"t,i'Ll, , I,- , ;. � � - I- -1 - U., ­� ii, . . . -� ,V- 4 ', . . I . . - ,,�� - ,T: ,IFI-4 1�,��Ao.,.-.nl-_�V�, lu ­ �,-,� ��.: . L _,,, � - , I ­ 1,��.,.'­J. ­,11­� - . '44' I"! - �� �, . . ,, . , .,.; Ylt , , I . - � '__'. - " ' - 1L.' ., i-il , 14'�411�i�:", -­�,:i� � :�- ­', , � ­ A_ . - - ,I � -,r,� - ,- - N .... .k � N-U& i . "" 1. iip�. t � -i,�­� ,;l,-.l.,..� ­­ I "., . . � . "t�1`11,lt ,�, I -1 _, , " �-; "it i; - - - X��F �-,�,` �,­ , , ., "'. -, ��l i,�P,,!-Fe , __ We li--lil nz. �F - ,I-- " , * ­_ - , , -,- . __ W _­­r - 0�­ - �.J, � -1 - I I? _1­1 i-T .. iA �­ . " _-�, Rv " - Mn�',:VKZ - 11. , �, ,,�v,,�__,� -: - ,­ ,- I � Y,:,n.l� --,�,�.",�",,;'�,,,- �r '!:!�l %a. , .­. 1,�. ,��-.�.-iT;,----,��,.,�.�.."J,".�,�t-,n ;� _ ,�. I. - � 1-te- ­N­ k �- i.4-1. � , ­j%-, -;,I- .��: � 7 � ]p q� I -ZP.- �, :1" , --- -_,� . I '! , ­­�c , F.:�,� ,��,,, L T� , j� 2 - - - ­"� A,F: " -!`l,�-6,;�:"-,--,_. _'_You" , __­n-, ­",,'-r�.*C' - ,,, , I . - , -1. �� - -, - �� ,, IF , , P, . -I` , .� tsTj W�- --% . q . I 1-1 r ,.,�" 6�',j � '�:,�,� !!% "r - - - - — J"�_ - -, -1`1� RLI.- I `"-, ME - ­ .' -:i �, - P';Alll �,,�,i,"��,�-:,5',­ , , .-T, � I . It�,, r , , , Ft,��-I�rq;g,t� �_`�<' �: nt'�" �:l 'jl � - - ";r - ". '. I .1 -_� T­': : �_ :.rl -.'.';�%, _- - .. � . ­111 - I I ­ I ­14IKF�it'l - " - 11-1.1. __ �l . ii� � 'I- . �, - ,,� ,.­', � - . -,-,, -, ,; , f;f, ,4- ;�,�,,' ­Wtlrin,� - r6,�"­ �� I p ,,I , mit- -, ­ f h '. - ,� "" r � - - I , M-1 .- ,�'. _--"A­�, ,t4t� �,��J, A- - - _. .. . , . . I - &�;!� , 1. I., ­� ,� , I ... W, i p�l I- - , , ;,_­--vmw.<�_-i��, , "­.A�11'­,ft ,�',---T,;�.iK-,,-%Y�,)"'�,�,,�4, - .. I , 'i . ­m,, ,­l-,:.F_".,i­',"'., �i. � "'j* - - _ 11 - , I�I . . ,, , ­;."" ", , __ 1-M, I '_ - 1'-,�Nl 11�4" 4�,�;",. . -0 F�N .164itIA7 - _;NU Ti , , , - . � - "I ,56 'rg"`I�,'.,�­!,�,'r NP , j:_ -, �!�K , " r. I I . . ., ,.,_,, - P�;� - v� I �4, -A, , ix,-�k.-gg­ j, - �­. 1, , , , 4 ­,., ­ ­4 � __ , . - , 'M 'T., I � fu ,­ . , - , -:x.-,;j:__ __ �_ , - � -1 ,'r.'TRF -i.. -7, 1L. . - -, ,� , , - - - .� - - � ��t - -V� ­).C. - ,,- - - , 4-, f ,,�, - IV - _ .,�",j�, 1, ,I �*j ,� :A�� � . % ­1 - 7 � i4a I ��, 13mw - "An ,il :�z :r � �. _t J. __ - - - - ,_ - t V, ? - � "' - -, - - .; --- � �i'ljlll I __ 1_1�1 . � � 1-1 . . _._ -, , , , ,., ., M. ,� , . - ! �� �`Jij,'�,-, �; I �t - , , �' . ..� � , , j -.1 g,2, ",­.�,:', 'li, �4 .. --,� _��,., W '. ,,� - ,�,� I , - �i­ , n "", ". i,� , , . A ME" �w%lg % � , ­. i - ,� � : �W � _:��. ___ . _--,,�-.�, " �9'1 ,�. � __ _ m5n , ­"T, � . , �1� `; N. 1`4�, - la - -"I.;.- I i.`k!.'_, "'I -�-"" ii�­­ " 11 M., I. , --. " 7 11 I - N . M ­�� . , T� � I' '.L- - -- - , ii - I "" - i �41 `, ­� - -- A AN 1% . I 'gw T, - � - lAr *4 - k � � . INX-3 K-�-� *.l-,iVl . ,xwi - - -:, - I I :� b-'�;-,:n�,Z , ,� ",i - f�ii I , . - , . I ,-.- ,. . - .,. � - - "Z W 1; t_ � - I . I YN _�.,­".-,rw�:­�X­- - Y1.11 _.,.:, ',q,g% - - . - - ��-�'-K-vj"k""":�t,�,-,�'����,-���;,O��-.":"-"",:";Iw, ,,�� ni7,.7?R. 7i: - 1, IV. - , J"�, �: r " - MIRi - " L��: I X �,- _0 , � W . _ " L _ � �� , , _1� t �� L " - , � , iir. I , ; 'j",� Y"4 4f��,-,7:, .. � . I . S � It" I �Tii, _!�Kll - _­1.7� 'A..' _� m � 11 _��,j -- _ '�' - "' ti.,:,t­ �_2",,""*�­ " 'I ­_ . . _­ I -1 ­ . MR-11MR. _ 4;' ­ nTl � � I, I �, , � n " %­­1111.11. �� It W, V, :. g;� - � �, _ , ,_ " , , -, - �, , � 1�i Sp 41 -_ . I , - �, - , 1. �7.. --a"Ns" � , r--! I , , , , _,r ., ,Iln�—, I � , t .- �,:T �l .� ,, I � " ..I- 1�.. il �,�,,� ­�_ 1� �,-� , -- - ` I .%,-,,,.,,, r,,,--,-. - I . ,IV% * 'P., .. t •U ` ♦♦ � tJ !1 rrr ' t ! I / r 00 t ♦ O • \ T \ \ sr ♦ %�� A ` 1 `.60 r o 1�v ♦ ' �'hf T J \ I 1 t /0 4-1 L Cl ! \ + r 96" / C/fr ;9>6, `, EXISTING_, SEWER 1 asF� f 4_LA19 TERAL `•\ - _ `\\ i , +6 i ' p` gs+`,EX. SAN:--IVIANHOL�� _ _ -- _ _______- __ \ tf 9>6r RtM=697.11 ys 6yy1.,.:vtV rt7 `\ i i t ti �•,INV. OUT-687.00- ✓� o> \ 61 6y> ` ,`9> i EX,, SANITARY .00 1 I ' >> >"' - SEWER EASEMENT , D.B. 693, PG. 430702 696 ♦ _ ` F .b - r 698 C.. tA EX. FIRE HYDRANT ; - ��A � /A( 698.00 1. i r / C.O. N e 704.25 703 O` r 9, _ a \ 1N�V==6" 2.c - f t } .i T T 00 e \ \ r -A 70250-1 69. -1- 26 —I .\ w \- - _ - END SECTION AND ' - O \`EC-1 REQUIRED ', '. tl1 PALE MO TED 0.5o T C -02 i 'GRAVEL URFACE tJa_ f - - _ INV. OUT= `;694.5763:00 'TEMPORARY-. r, �- / _, OUTDOOR.*STORAGE L=8 FT. ; t T C RIGHT-OF-WAY- \ , ` W-6 FT.` ;t '� I DIVERSION �:.\ t� SO,�Z SQ. FT. _--_ 66 F7 18" RCP O2.73% tr. j RFCD �,' ,• :�• r __w.__�_ _ ' . f PROVIDE EC-2 j x 702.00 lZK ,:\�: ft - _ - i• X �u 1110 GRASS LINED701 EMERGENCY SPILLWAY 696.50 CONTROL tt 7U 0 t STRUCTURE \.. \, ; • ,r o f 7O01ok 2. 3. _ACRES702 25 SO. YD. CLASS 1 RIP RAP E L GROUND \ PROPOSED VDOT CG-6 L \ GRA DEL \ SURFACE 2'SM2A s' 21B SECTION A 71 fI f X X X�iC-r-----X 111v \ 'Q,/ i• r•F V f r /i 1 14' 11.6' I DL EDGE OF VDOT CG-6 PAVEMENT 1 112' ,Sil/--9.54 ✓' BA! 25.0 CRI255 SLOPE= 1/4'T 621B Q7,0 0 219 WQL WMPAC70 SUS 1 FI. &*ONO Boa( OF' CURB WIDENING AT ENTRANCE AVIATION AVENUE (CUB--DE-SAC) SAWCUT EDGE PROVIDE TACKCOAT CR.4PH/CSCWE 30 15 0 30 60 ( 1N FEET 1 inch = 30 ft. .LaE�il �L EXISTING STORM DRAINAGE do STRUCTURE • • • • • . - • • • .... • • . PROPOSED STORM DRAINAGE & STRUCTURE ............... PROPOSED CURB do GUTTER .............................. DRAINAGE FLOW .... ......................................... . EXISTING GRADE ............................................ ._-__---Aso_----- PROPOSED GRADE .......................................... PROPOSED EASEMENT AREA • ............................. PROPOSED SILT FENCE ......... ' ....' .................... - SF CONSTRUCTION ENTRANCE ............................. ; cE nem PROPOSED EC-1 SILT FENCE INLET PROTECTION - • "• • •...... • •"...... • • "- CII' LIMITS OF DISTURBANCE .................................... 111101 IF F31 MT 111 OR �LDti DRAINAGE DIVIDE _ :_ '. •••••••••••• • • •Rob • • • • r O w N Q 1.a VJ V cn 0 N alj U •� U) cc Q o V� `v a) N o o to 1— o H ->, -_ ffZ IA -0 0)M LLJQ C L M 0) N O L N �� �; a m C)O LLB ui w _ (/ c - z i ui O ,N q) •maw z O Z W Z U V - ZW Z 0 c/) � Z M U O N o:: 0.0: 0 O CL W ce. a Lo 0 � II _ 0- LL. 0 z M z 0 lV z o v _ ZA to Q �D �N !— TEMPORARY RIGHT-OF-WAY DIVERSIONS VL CC TYPICAL GRAVEL STRUCTURE If TYPICAL EARTHEN STRUCTURE Source: Va. SWCC STONE CONSTRUCTION ENTRANCE 24STM I Al • .• • 1-11=11=11=11 11 5�.,.,r �. • • •n .. r • �•• • • ���rs � w,ry • �rK�rWriAr+. �, �c+, � FILTER CLOTH WN, A s_ �t�z+' MOUNTABLE,.. (OPTIONAL) , , • EXISTING GROUND I to, MIX I •rat• - u •Vu.. . ��� �Y �T•�T.�� t��7.1 ,�i�1' �Ht�t�g�• fit) EXISTING PAVEMENT VDOT of PmTrrvE DRAINAGE 1 h 1 COUFtSE AGGREGATE a TO SEDIMENT�f: TRAPPINGDEVICE MUST MEND PLAN VIEW PER 4 WL I�i,i,i,,,i�i�•�i,i,i�,�i,�i,i,�i, MINL FILnR CLOTH SECTION A -A SECTION B--B Plate 3.11-1 90AM- ADA D from 1%3 Motyla0l 9Andapds for Soil erosion tad SedimW Confrd, and Va. OW INSERTABLE SHEET A59 Ce-a `C ..A�, a-7 is S eo-s Ole J�igM r RK,mom2 • - t2n wuc. .an uAc - a. •s aRM f s0 0 um%e- ton ti . tr C•C SECTION A -A afE oIMAx.w '' R •SE TKNJ H-H W DOI<S A a• W!p L,.pR• �YJKA dWrrAYYISwour �J N V TANGENT PLAN 11111111 R WALKCIO WY N TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK 6 TY A ( RPENDI AR) AP� AT (WITH BUFFER STRIP) ALTERATIONS �u'"silttT•t t�rli i H •FEETFOR� ROTM Cam"RUCIMS T R OIL I. K TO •E QASS w. MMRTE tE1AptSttpfAf # IF PRECn4Tt IM " IF��S[TLANF REMOVAL Cr A"COF A���( fV�R1/1CR`LI•�MTMTHlcEt�01�RlEMR)(ICDA m ORO°T[ a[TECOTQAFI•�(7E., T� Aw DO D went TIER TRWEL �r( G - E 2 TWMilAALi Q PRECAST 'LM TOP 1 AItE. M CDALORT a TIE OGT€CT �'S[.C110N VKL K A TRl�UE T$_ D�'IE AMPED CONMUIitP10 MO* rRTR THE MJMEM AMK1S CADMA MT 3llMACEf a MSL UU MM 3-yt,Ny ✓TOLD p p6y MaI�I� Pdt[RlpDr ypgtftleC/Lp,LY�1yMIM RMSP�ILOdt/OpR,pfl�lD15/tIIAG6P�EN6�49[$LL IiF' C•C TR•CAiW N7glE 4.1 *10�MM. /��F�?pMMiuT slI V.1S•BIOtr�/IRC.�IStTptara6Cl anpOFldR� tG16TT"AtliT 1dE7E sNALL H aF05 A•,. O O O O O O O O O S' OF Ulf ROOR.k LNRM COeICKT[ OOVOt 15'f. A" WN SM of TK RAP 00 0 0 0 0 0 0000000 ILO AD %:It CtiaIK IRM-1016 A UACW 10 CTM RMM AK •IRUOED M PwWmT O OO O OOOO OOOOOO TiiRR q� 2TM' C•C O O O O d 00 00000001 7' TO i T WIT M ypMT RA L C1M � TI7i f AM ON ING STADAM 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0S Otip lL/�A.A6r TO R LOGITta ON M PLAR OR A4 D6RC7ED M DWJ1tUL MY Ali TO O O O o 000 000000 a at Y "'- AT M� !� M A rSgeT'( OF MA lMiptAY Y 00 0 00000000000 1.1➢T.0. Re11M I�AS 6 As 0 0 0 0 O a 0 0 0 0 0 0 0 _WyAlTe[ATgCAQy�.T Cy[C{ �LLRptL� A O 0000000000 y y �60 O P��. r�� O RYA ._16,_16, i6� ■A�1 I�1 t 01 A EACL TNA K PAV E•WTf� W � TARE L .. Oi TK aRORSMAMiALTAiDRW. SECTCI6 PRpYIOED THAT THE CV4 WBt.1C 6 ALACW DETECT WARNgJG TD e1[oR ,�Tr oiLA6,iaPrzosiiFvv T�'LiRfact'RA1iT�1DLaaNeii°i s0 rilR rm sTNOtauo CG-12 DETECTABLE WARNING SURFACE wv.3m TYPE A (PERPENDICULAR) APPLICATION as 03.116 ]WIIDIIWA DEPARUMEMI d 1RA SPORTMI N DETENTION POND POND EMERGENCY OVERFLOW ELEV - A 701.2 TOP OF EMBANKMENT - B 702.2 WIDTH OF TOP OF EMBANKMENT (MINIMUM)- B1 8.00 EMBANKMENT SIDE SLOPES ( FEET HORIZONTAL TO 1 FOOT VERTICAL)- B3 3.00 RIP RAP VOLUME CL A1(C.Y.) - C NONE DISCHARGE PIPE DIAMETER (IN) - D 18 DISCHARGE PIPE INV. OUT - E 694.5 DISCHARGE PIPE LENGTH (FT) - F 66 DISCHARGE PIPE SLOPE (%) - G 2.73%I DISCHARGE PIPE INV. IN - H 696.3 DISCHARGE PIPE TYPE - H2 RCP OUTLET STRUCTURE TYPE -1 4 FT DIA RCP STAND PIPE OUTLET STRUCTURE TOP - J 700.5 OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K 9 OUTLET STRUCTURE ORIFICE INVERT- L 696.5 TWO YEAR STORM ELEV - M 699.51 TEN YEAR STORM ELEV - N 700.71 100 YEAR STORM ELEV - 0 701.01 CLAY CORE TOP - P 700.71 ANTI -SEEP COLLAR DIMENSION (IN) - Q 42 EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 10 TRASH RACKS JR) REQUIRED YES INO YES ANTi VORTEX DEVEICE READ. (YESINO) NO BARREL LENGTH iN SATURATED ZONE L (FEET) 20.5 DESIGN FLOW IN EMERGENCY SPILLWAY 0 OUTLET PROTECTION 010 (ds) 7,37 DIAMETER (IN) 18 WIDTH (FT) 8 LENGTH (FT) 6 DEPTH (FT) 1.8 RIPRAP CLASS Al Plate CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'Xe 2. STAPLE WVM FDr M TO THE POSTS. TRE)ICH LI SLOPE A-04 THE LINE OF POSTS• I - _ r I a Jill PIAw 4 3. ATTACH THE FILM FABRIC TO THE WERE FENCE AND EXTEND IT M1iM THE TRENCH. t 4. MAC*U AM COMPACT THE EXCAVNTED sm_ a � w^. 1. 1 ./ 1 •.7 i me- iII���v 'I NOTES: 1. THS ITEM MAY DE PRECAST OR CAST IN PLACE. 2. COHMIC To BE CLASS A3 F CAST IN PLACE, 4000 PSI F PRECAST. 3• COMPtAtIN CURB 6 CUTTER HAVNG A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB T SHALL BE PAU FOR AS RADIAL COTTON CARE L CuTtCR4-FOR USE WITH S'TABLQEO OPEN-ORAOCO OµppptpAOt�E LAVEgi�LUe7IIE BOTTOy OF TIE CURB TO iTE SLol�t"$� StJ KE COIR>SES AMR MID TO THE OWH ON" TIE PAVEIA7R. 5. THIS CURB WAY CIE USED WHEN DEAON SPEED 6 40 MFH OR LESS ON RURAL 10GHWAYS NO 45 WN OR R LESS N DEVELOPED LIMAN E SIYRSAI AREAS. F THESE DESIGN SPEEDS AK EXCEEDED STANDARD CG-7 IS REOIRED. r�, � • I r:r D I D D D---- G -- 6 r.0• r INS AREA MAY BE COKAETC AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER 105 SQ7 VRda1A OEPARTMENT OF TRANSPORTATION a O M70ff SDP &Off H TAL 1" 70 1 WWMIIL FA1�:�3�A�.rrI13 BERM TOP ELEV. = B EMERGENCY OVERFLOW ELEV. = A R THE BOTTOM OF THE CURD AND oUTTER MAY BE CONSTRUCTED PARALLEL 10 THE SLOPE or SUBBASE COURSES PROVIDED A IOMIM DEPTH OF 7" rS MAINTATWD. TLP OF am a" (B) EAERG8" OMQLFI.OW BEV. (A) SILT FENCE CULVERT INLET PROTECTION Cie �1D1YAV1. e TOE OF FILL SILT FENCE R • sINSIANDE ISM IF FLOW L now OPTIONAL STONE COMBINATION 1 10 1 6 FM 2.a• -=Am# - R) CE6 OR HORSESHOE COARSE WHEN ATE To sax FENCE w -HORSESHOE - WHEN Him VtLOL•IXY OF FLOW IS E7aIEC(ED P11L18' SA6-1 SUM ADAPIM ftm VW Sfandaid SM* and Va. MC DETAL 1 DETAIL 2 DETAIL 3 B LEaL (*;-H H A As t w r- J S (AWL A _ _ s �L S wN, A - A s: L._%- Ss 8 1•S S NON. 3X 9 314 H l H Ni JJ FFAAOTBrKEXTLE iT• T T r rIma ExT6.E R� � OTFXTAE •. UO''' ClBi'9C •r F } L. SECTION A -A SECTION A -A SECTION A -A NOTES: YX. 35 S AWN. WX S YN. W F THEE LCL IN T&ATI(017S OMENSION S IS TO OOVEM TIE PROTECTION Tpy p DON X 2. W°NNE "RErNo SECONDARY At%wcrsT i "LST rE' c"r ED oKX �TA+a "ca+sTcoXPo I sroTION �NE TO BE R ACCORD WITH OETAIL 2 STORN ABOVE. 3, CEOTEXTLE FABRIC TO BE WTALLED IURXR ALL EROSION CONrROI STOW N ACCORDANCE WITH THE SPECFCM10NS. 4. S • OALFTER OF C 10 CULVERT OR SPNf Fps 80TL ELLPTICK OONt MUt CU.VEM. H IER OF pWgJLAR CULVERT OR ASEMIGNT FQR BOX,ELLPTCAL OR ARC" CU LVE T. &INUSE TYPNCAL SECTION SHOWN ON PLANS OR FIR S10ESLOPE. BOTTOM I10M A10 DEPTH FAROTTEE�E OF CHAtrEL, MATCH EXISTING DITCH OR NATURAL n1OLNO. SECTION 9•9 �' OEPTN EC_ Iro CLASS E r CLASS 1204 3' STONE FOR EROSION CONTROL 2�4S 41j V6 GI1A DEPARTMENT OF TRANSPORTATION 114.01 OF TW OF EiSNCAENT' ft V•D10•T CLASS -. Al RPRAP (C) I- f' i �� tGi �_�,�r+�(� il'3W" I ACCEZ TO STAND PPE IS MOM 7W OF SIRLJCTLaRE f: • 1W ?'EAR iNARR SUIRF'ACE aEV:(0) 10 PEAR NAIM Si1RFACE Bev - (N) 2 YEAR WATER S1ffALP BEN = (If) I RPRAP PLATE. 3.08-1 N ��i i�LTII. 1L�MI �i .o � l jj/% 1>! �I WON'. ; • P L. 1f cc-N STREET id• I NIE FF A" L ROADWAY (RADIUS 10 K AlI C C swfw OH Pt A151 IRAO{JS To KAS 4 ril RAO•r SRgWN ON PLAN51 / CURB AND Gull t519.yC-61 ¢ r r CLASS AS '.• '!• .._-� SDEWAR I YY I SF['e ME.S.1 -C.• -- 6- H, OPTONA, 6` COHCRETC EAPAtSON ,loam E,C "mm JOINT SECTIOFi C-C NONE. MOM ON Y'O. OR A$ W 1INtW11E ROADWAY SHOWN Dee TYPICAL SECTION. A„ J PLAN VIEW W CONSTRUCT GRADE CHAICES WITH AA�PARABOLIC CURVE. ® T*"IN TU NG RCOUNLTJCNTS,+WM ATW0 & VPMABOLIC CURVE TRACT, TRAFIC TIC DEPTH rpm 90EWAAC 6 ma RAPS WIT1NR fIE LY Of THE RAD•SIOURD Y EDGE OF SHOULDER OR W INCREASED To 7`. OPTIONAL FLOW Lot OUVNGE MA•A,YE ROADWAY -- - -- -•- - -- -- IN CCNONAl1NCTIDH WINVDOT PROAECTSS. EPLEASE T B 1 MAIL' '-' D NOTE THE FOUOWMC� SLOPE CNNHCE * MAPILOX PAVELENT SHALL BE CONSTRUCTED 5'UN Air FOR STIHET � D TO THE RAM t)Ilr rEXCEPT AM SUBMADE COYECTON S7ABE.17ATM RCOUFED FOR MAINLINE TIESARABL NTR�ANUC0IAERG THE YMER7RNiCE.) CAN RE OY711W IN SECTION A - A ®R o,K OR COMWATUN CURS GUIDELINES FOR GRADE CHANGE D eEEYYDIf1 INC�SHALL TEKC FOR Tm REPLACCWHY PURPOSES. WHOM 119C0 M COMtU1CTgN 1P1N STAlOA1D ENTRANCE VOLUME O(SRAKE MAXAAW CC•3 OR CG-7, IRE g1RS FACE W 1M5 STAOARO 1S l0 BE ADJUSTED 1. YATON TK HIGH ILIORE IRAN 15M VPO7 0 t 3 2 MOUNrABtE CiIRB COlitCURAi1014 WEMS tu*-1300 VPDX $3 1 61 SEC STAOJNO CC-O FOR CURS RAC® OmpCH 0 RE USED WITH IM STANDARD. LOW (LESS THAN MO VPDX 5 6 1 • 1 1K PLANS f<AM 70 6 RE AOI RED TO PRROVIDE�POATNC DRA110aC. ACROSSTHEENTRANCE. TION 0" CUT1[OV0 PRECLUDfW O�P1C 0� WATER. CF'F"110M METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS S0z AND COMMERCIAL ENTRANCES REV.7101 VRG.M DEPARTMENT OF TRANSPORTATION 203.04 RMM hWT AT an MWIE W11W FIFE fMWOM 9T SMM7M PROM• CAM FQLOIMMS SITE STAOWAMN TD PROTECT ORfF10E SEE DETAIL `------ PROYDE CONCRETE ANIELOTAIM BASE AS REW 2 X STAAW PPE DM• 1.5 FT RM STAND PPE a5 FT JM BASE CLAY COW Tt',P AT (p Aa�rr TD BE PLACED AND COMPACTED it !N a LIFTS. NO 70PW4 ORGAMM OR S70*3 DISDIIARGE GRFA7ER THAN 6* DIAAWTER S%ML BE USEDL PIPEAV 't I Z MATERIAL SHALL BE COWAC7ED TO 951r OF L UAWAN DENSITY AT PLUS OR AlMW 2% OPIAMXw U06I LIRE CLAY CORE TO E7aM 5 FEET BEYl7NAD ENDS OF OWBANIONENT, AND 2 FEET BELOW ©US W GRADE THE TOP OF THE CORE SHALL BE AT } ELEV. - (P) . DEPTH OF CARE TRENCH LS G99RAb ACTUAL REQUIRED DEPTH SHOULD BE DETERAMVID BY SOILS SPECIALIST Co mvite Oude for 44 fleet AT THE AN/E OF CM7RUC7XX NAM( SVE SLOP(: Is 1.1. DAY CORE MATERIAL SHALL MEET THE FOLLOMMVG` WNWIED CLASS MTIQNk SAW, SAC, H. Aft CL OR CFL PARTICAL SIZE 95% PASSM 1/2" SM SEDIMENT BASIN AND DETENTION POND OUTLET DETAIL not to sole SDn 35 sp pot SDR 35 splgot by by ga *Md -SDR 21 9W*. ml WI 45'bend bell ed7hter (»ea now) z 3' minimum r SDR 21 gasimwd J SW 35 6'kb' opo and 0ttlngs SCH 40 !! ga.keW ben Wye (sea note) sotvant wew Cap P"" ty Entt 1a• IoCaWn nmkW Gust swrwo 1 r. r treated 12Y 4. v*h top 6• paled green 4• pipe at 2.W% minimum grad. Note: N top of main is greater than 15 tl deep ^ use heavy wan SDR 35 r „ concmte cradle d wp d main is greater _ - than IS'deep GRAVITY SEWER SERVICE LATERAL Figtra 15 It ..._ VALCO!Inc SvIGG3 Fig. N0.71808 -� with W marked 'SEWER bosom i on - of box I SDR 35 gaskdetl bell -w sanitarywe ( nrrte� /- rwern 'a" sNm z1 AN Cast Iron c .-I cop with Wass / pklg mst be B' fmm the top d the strew type acium we box square concrete skid pad 20'x 20'x W deep cast iron dear -A cap with brass plug Nwng a countersunk sgquam head PanMa Modat PA4SV-CSK (41 SDR 21 . amout pipe br ck base 45° -%-- 6- state bedding NOTE A top o1 saAer main M greater than 15 a"p, then wy. and bend to be heavy wall SDR35. SEWER CL.EANOUT Figure 17A • • LLl Q (21 0 N y a) Cry, ,b• L Vi W M Q O �] N (D N 0 O C N Z _O a a_ N C c Cl) 0) qf of Q J U> N o C) y- a ` r• Lri LLJ L C W rn (n CO (D Lr) LL �•1 to (n •L 0 • L � O C (ri Q O rW'� fQ LP ' 2 w t W V I O W Z r ��Ld t`J V) Z W o / i r r ) Q Z V I W w O Z Z U UP) U 0 IV �` _V °C o ,..� Cr 0 Ld M � O � W 0- M7 d' _ Q � O z 0 I C14 z z Y z r Ld � �N 0 0 om 140191111%1h� 70-7 (i7) 77 L�71m (c)) W PL) -- - - - - GENERAL 1. The contractor shall fumish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, ifi lions for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sonitotion Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contrgelor shall exercise care in this work so as to avoid damage to an utilities. Any damage shall be thg contrgctor s responsibility. The contractor shall notify all utility companies 7Z hours prior to construction. Call Miss Utility 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered dunng the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the En ineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall fumish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall fumish and install all water meters through 2" in size. It is the developers/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be property aligned with the coppersetter. b The frame and cover shall be set to final grade. cJ The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the AuthoV.s Engineering Assistant. b An Application for Service must be made and feespaid before work will begin. c The Authority shall fumish and install all 5/8 3/4 and 1" water services. d For all 1 and 2' services, the Authority shall make the tap and bring the piping to the property line. The contractor shall fumish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary, street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. fire Hydrants are not to be obstructed at any Time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. it is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. _F,xned*-, M1 Proposed Use.- Contractor Yard V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated. street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless speed otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VIM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specked. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VIM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of th guardrail layout to be given by VDOT after grading is mostly complete. a'. icin i V Scale 1 "= 2000' gilbert • clillll,,rd & as *atu a division of Patton H a rris Rust & ates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street,.-. 0�1` R+A T PH F Winchester, Virginia 22601 540.667.2139 540.665.0493 UTILITIESLOCAL Frederick►. P. 1 Box Winchester, Virginia 61 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (4) 722-5852 Venzon 404 Hlllandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Christine Strecky ,t P.O.C. Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Jermaine Brooks Shenandoah i P. 1 Box 2400 Winchester, Virginia 1869-1111 22604 P.O.C. Tim Hockman ►A' 1I_i/ Y � - wry. /I EROSION CONTROL 1. Prior to initioting any land disturbing activity, A will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, ste.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the os-built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -loving in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6° topsoil, fertilized, seeded, compacted and mulched Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 1NA ` " c •� d Owner/Developer: HORIZON HOLDINGS, L.L.C. P.O. BOX 574 ROUND HILL, VIRGINIA 20142 PHONE: 540-338-8989 Project Number: Sheet Number. 1. of 4 REVISED 3-9-05 - PER FCSA COMMENTS - JDS / z 'R'X_ yV 1_$ (� ,. I o. .`�� (0 . ✓ T 4 , G' - ]�./ �> i I g° !� Q� r 5)8' WATER MINER FCSA TO REMOVE EXISTING ~\` 360, f4pER � . � WATER LINE AND PROVIDE 1' WATER SERVICE. EX. FIRE HYDRANT' o E- 7 EX. ELECTRIC PEDESTAL EX. TELEPHONE PEDESTAL 8' CONDUIT 3' CONDUIT END SECTION AND - EC-1 REQUIRED INV. OUT= 694.5 -18' RCP @ 2.73% 66 FT LOT 5 64F-1-5 ROGER J. CHAVEZ INST. #020011056 ZONE: M-1 USE: IND. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON All SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF CURB � 8' GALVANIZED GROU ROD. BOND TO POL 13 STEEL REINFORCE TIES 0 1'-6' O.C. 14 STEEL REINFORCE BAILS 14 STEEL. REINFORCEMENT BARS #3 SfETz. REINFORCEMENT TIES 0 1'-6' O.C. LIGHT POLE Aff POLE BASE NIfH COVER PLATE `tOMSHRIW LOAD KARIIG GROUT VON BOLTS FURNISHED NTTH WfT POLE. BOLT SIZE WECTION AND BOLT )RCtf PER MANUFACTURER'S RECOMMENDATION. V-B' 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6' 3ELOW GRADE TO PANEL TOTE: LL UNDERGROUND WIRING 0 BE IN NON-METAWC CONDW �'-s• NOT TO SCALE LIGHT POLE FOUNDATION DETAIL 4 1 97 i LANDSCAPE VDOT CGtt 2 2" SM- 12 8" 21B WELL COMPACTED SUBYnRADE 1i I 1 1 I 1 1` 1 1 y I 1 6 FT. OPAQUE FENCING TO SCREEN I OUTDOOR STORAGE AREA. i Of CURB CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT BEARING CHORD C1 75.001::::75'01'56" 98.22 57.58 N12-24'18"E 91.35 tr SM12.5A r a125.0 _Or VDOT 216 /- MELT. COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Soule EXISTING SEWER LATERAL EX. SAN. MANHOLE RIM=697.11 INV. OUT=687.00 Y SM12.5A - 8" VDOT 21B HELL COMPACTED SUBGRAOE STANDARD PAVEMENT SECTION Not to sede LOT 3 64F-1-3 DEBONAIR DEVELOPMENT LIMITED PARTNERSHIP D.B. 746, PG. 517 ZONE: M-1 USE: VACANT 6 FT. OPAQUE FENCING TO SCREEN 6 LEYLAND CYRESS EX. SANITARY 48' TALL AT PLANTING SEWER EASEMENT SPACING 5' O.C. D.B. ssi, Pc. 430 N 3 9 °47' 01 "E 40 3.6 2' �i o � x-�c---mac- �c- STATE CODE SECTION 36-99.11. 00 POLE MOUNTED N 0' 8.0' 8.0' ucHTINc GRAVEL : SURFACE OUTDOOR. -STORAGE = I y -80,-722 SQ.: FT. - 7, - . _ - `-' � ,.. ` .> 'r9' . : 5 I-YLAiVD CYPRESS - : NI . 48'- TALL, AT PLANTING LOT .4 . m I: SPACING5 .O.C.: _ 64F- 1-4' EDGE OF GRAVEL 6 FT. OPAQUE FENCING :. HORIZON 'HOLDINGS, L.L ff PAVEMENT TO SCREEN STORAGE I N S T.',#040023833 CONTROL :. :. : I AREA. = ZONE: M - 7: STRUCTURE USE: VACA(�T 9 Rt1�.� ArRI� 00 64-5-1 LEON W. LARGENT W.B. 83, PG. 757 ZONE: RA USE: VACANT oc UM MA M 40OW MH 149W MOUNTING HEGIT-20' ALL EXTERIOR LW FIXTURES %Wi BE SFNUM SO THAT DIRECT OR REFRACTED LRIT FM TIC FIXTURE IS NOT VISABI.E FROM OFF -SITE. Prune codominant leaders Prune rubbing or -� cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3` mulch kept away from trunk r ,--Sal well to contain water '.- :.-tin �:`;� ��:?�'_. •: �- Widen and score We wall\\ \\ - Remove container and cut circling Leave solid sail pedestal - do mots if contaner grown, or as much not dig deeper than ball depth burlap as passible if field grown Dig bole 2-3 times root ball wKith TREE PLANTER DETAIL, no sale VNAMENDED boM sal Partially bod ill, water to settle sal, finish bockddrmg Area for water drainage PLAMG SMIU 6 fT. OPAQUE BOARD fDvCE PROJECT SUMMARY CG-2 TAX IDENTIFICATION NUMBER ............... 64F-1-4 EXISTING PARCEL AREA ..................... 2.8613 ACRES DEVELOPED SITE AREA ......... ........... 2.8613 ACRES ...............................M-1 ZONING ADDRESS ............................. . _AVIATION DRIVE CURRENT USE ......................... VACANT PROPOSED USE ........................CONTRACTOR YARD DISTURBED AREA ........................2.8613 ACRES PROPOSED BUILDING AREA .................. 960 SO. FT. OUTDOOR STORAGE AREA - 80,846 SQ. FT. SETBACKS REQUIRED pVIID� rRONf 75' 75.51' SIDE 25' 25.36' REAR 25' 278+ BUILDING HEIGHT 60' (MAX.) 18'(+/-) BUILDING FLOOR AREA 960 SQ.FT. FAR ALLOWED .......... . ............ 1.00 FAR PROVIDED ........... . ........... 0.01 MIN. LANDSCAPED AREA ................ 31,160 S.F. (25%) LANDSCAPED AREA PROVIDED ............ 37,516 S.F. (30%) PAVED AREA ...... ................. 5209 S.F. PARKING TOTAL PARKIN REQUIRED (OFFICE 1/250) - ............... 4 STD. PARKING PROVIDED 3 HANDICAP SPACES PROVIDED 1 TOTAL SPACES PROVIDED 4 LANDSCAPING REQUIRED PAVEMENT TREES REQUIRED 3 (1/2000 S.F.) PAVEMENT TREES PROVIDED INTERIOR TREES REQUIRED 0 (1/10 S.P.) INFERIOR TREES PROVIDED 0 TOTAL LANDSCAPING REQUIRED 3 TOTAL LANDSCAPING PROVIDED - ........ . ...... 5 OPEN SPACE CALCULATIONS INCLUDES GRASS AREAS ONLY, NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE CODE OF THE COUNTY OF FREDERICK. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF-SfTE GLARE. 3. ALL REQUIRED EGRESS SHAM BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY p r- FIRE MARSHALL REQUIREMENTS. P O 5. ALL UTILITIES TO BE PLACED UNDERGROUND Z 6. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES 0 -r 'p 0)P' oo0 OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. Z I m D 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 -p B. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 30 FT. FROM 179 G7 ;U PROP. LINES. MAX. SIGN HEIGHT= 30. MAX. SIGN AREA= 100 S.F. -- 9. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND 00 W� REPLACEMENT OF ALL LANDSCAPING MATERIALS, FENCES AND WALLS, 10. BUILDING SMALL COMPLY WITH THE VIRGINUA UNIFORM STATEWIDE BUILDNNG CODE 'T�-- AND SECTION 304, USE GROUP B(BUSINESS), OF THE INTERNATIONAL BUILDING c7 CODE/2000. OTHER CODE THAT APPLIES IS IBC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILtTIES. t1. ALl PLANTINGS SHALL CONFORM WTTH PARA 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED BY THE FREDERICK COUNTY PLANNING DEPARTMENT. Gi9APV14 SCALE 30 15 0 30 60 iN FEET 1 inch = 30 ft. COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2 1/2' CAL , 12' HIGH AS SHOWN 3 RED MAPLE 2 1/2' CAL , 12' HMI AS SHOWN 2 TRIP GENERATION ITE, 6TH EDMON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 145 T.P.D. USE CODE: tro SEEDING REQUIREMENTS Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tali Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. LEGEND 0 1N1 o N o o a 00 6 6 0 �Z Z CL o 0 * %k a) N O U) +- U fn' -4 C-DU CD ^ r F- 'V a N a O a U o r 0 CCU co ?� c F- E V7 i7 p L CV) 0) Q 11' Q J U S N oca °_ -6ca a a� ti (0 � n O W V c Cn (0 c(o o �,� �. Q) a3 L O O Z �y c W �r o 1(4 �a � jc a to COW a: L. n n V 'L. 0 N N L a) W � �� _U) M N Z 6 j_ O N • aw PROPOSED CURB & GUTTER .............................................. PROPOSED CURB & REVERSE GUTTER ........... • ...................... . PROPOSED STANDARD PAVED AREA (8" 21 B/2" SM 12.54)...... • ...... • .... . PROPOSED STANDARD PAVED AREA (6" 21B/3'BM25/1.5' SM 12.5A) •....... GRAVEL OUTDOOR STORAGE AREA ............................................ ; PROPOSED CONCRETE AREA .................................... . ............ .., • ' ' -`' PROPOSED GRASS AREA .................................................. F� PROPOSED EASEMENT AREA ........................ . ......................... ZONING BOUNDARY ..... ..................................................... _ ZB UTILITY PEDESTALS........................................................... M FE 1 EXISTING STORM DRAINAGE & STRUCTURE .................................. PROPOSED STORM DRAINAGE & STRUCTURE .......................... PROPOSED WATER MAIN ..................................................... _ EXISTING WATER MAIN ........................................................ ---i w PROPOSED FIRE HYDRANT ..................................................... t PROPOSED GATE VALVE & BOX .............................................. _ ►�- ---- ,' ' EXISTING SAW. SEWER AND MANHOLE ...................................... -0- i s. S. (- PROPOSED SAW. SEWER AND MANHOLE .............................. • ...... - PROPOSED UNDERGROUND ELECTRIC SERVICE ..... • .............. • ......... E PROPOSED UNDERGROUND TELEPHONE SERVICE .............................. T Z � Z � J H CL Z � W O� W Z 0 Q WJ Z W 0 Z W ci 0� z S W Cl) Z Z V Z m U 0 N W $ 0 1- O W C a LO N w M i .-- 1L � O < cv U) o Cn U) O Z O N Z Z QQ le Z� 3 U 0 InU �N ` 01 / 'kl ♦ J� \ ( 1 / r r t / ♦ I( \'�00 eo / �6' 9y 19 } + Asp ^ t! r ! �69>> EXISTING. SEWER 9�69� ,�'" �,1` -=LATERAL �� rr4 rn +6 J ri EX. SAN:' MANHOLE,•, __ __ __________W.___ \\ "t ' { 619 r �NZ RIM=697.1119 64 INV. OUT=687.00- lam i5 / t ! \ /} `• \\ t I I r 9 6r� :got / 1 / 6+. say, ` ,`9, 1 EX.; SANITARY Sao Jr >> _ r�.__ SEINER EASEMENT 696 __ `D.B. 693, PG. 430 , $r - v Ste- r o t o- .�y� 693 x x x x �JC 9� -k 702 ajr EX. FIRE HYDRANT J ` tA%�q� - t (. 698.00 T/C ..,•• r-- -_• G.O. -F 704.25� �. • . - ,� s� •- - ,` .. - - N _.. ., �'� _.__. goo�i M"r111G l- rJ • r , ,F ,• -__ ... M PAD,- _ Dl� PSTER € / 703.0 ) f / /W T ' t t T ' - X _v -F 703.00- _ _ �� T/C � - 6. I 702-2 END SECTION AND , a PALE MO TED 0 .75 �_ \ , EC-1 REQUIRED ; '> > 0 .50 T C ''GRAVEL. URFACE INV. OUT=',694.5 ` ' r I '� ' /. C 703:00. RIGHT-OF-WAY'(- =} OUTDOOR. STORAGE x L-8 FT , ; _ TIc w 6 FT. DIveR�a� �� . ' f .801, 22 SQ. T. 66 FT-18" RCP ®2.73% r RF� ; _ :: B . ---'- _ •_ : - . : \\\' r , ! All PROVIDE EC-2,' } ' x 702.00`\\ x t t� 10 GRASS LINED 1 701 Q J` EMERGENCY SPILLWAY +•., ' : \ ,.. \ ,' : : ' \ ,. 696.50 CONTROL ( 7 0 i 'STRUCTURE r! �� t r. = ouI . ` + 700.10.',1 2. �'3`�AGRES` J X 702 0! 1. k I � - 7 ' \t : ('' - \t- - -rr - f- - • ' �,' - - - : - - - w•y''•. r` 25 SQ. YD. CLASS 1 RIP RAP x •` _ t :710 706 N ` J f r 1 WI �i I W a oI a I EX. MOlNlb - --_--- -_-- PROPOSED VDOT CG-6 1 — GRAV \ SURF,4 CC f SM 2A Ir 21B SECTION A 0R4p1)1(cscWE 14' 1 1 •6' 30 15 0 30 60 AVIATION AVRIJE (t,UL-DE—SAPl I ( 1N FEET ) 1 1 inch = 30 ft. SAWCUT EDGE PROVIDE TACKCOAT EX. EDGE OF i-;• 11 M PAVEMENT BY-25 % Of •: ADENING AT ENTRANCE LE GEAT EXISTING STORM DRAINAGE do STRUCTURE ................. - PROPOSED STORM DRAINAGE k STRUCTURE .............. - PROPOSED CURB do GUTTER • • ... • ........................ DRAINAGEFLOW ................................... . ......... . EXISTING GRADE ............................................ -__---Aso__---- PROPOSED GRADE .................... • .................... _ �...../--•.�,.�w PROPOSED EASEMENT AREA .............. • . • ...... • . • ... - _ PROPOSED SILT FENCE . '.................................. SF CONSTRUCTION ENTRANCE ................................ CE PROPOSED EC-1 .......................................... SILT FENCE INLET PROTECTION .......................... CIP LIMITS OF DISTURBANCE .................................... . M a yLLO D4D4 DRAINAGE DIVIDE .......................................... x ZO fl.o N RS Q ••-% o O _ .Ci Q) a) N o o in ca pcdrn cvn ?' 'c a L M M LAJ Q8 J V � N O p p p� a � U-) CC) 0 z u� Vj c W 0 I-d 0> s Lo Lo Ov cow F u_ Ofuj •!� P— 4 N vi W U L°, _ U) Z a u, Q� O N �+ N *+ c: �c •bb a. w w Z � 0 Z W i U V - c W Z Z 0 v 8 Z m U 0 N � 0 0 CL W a Lo N N 1 V- � 0 Q M o U U) (f) 6 z 0 C4 z z Y Z� 3 0 W tj tD C44 o a v VE CC TEMPORARY RIGHT-OF-WAY DIVERSIONS TYPICAL GRAVEL STRUCTURE TYPICAL EARTHEN STRUCTURE Source: Va. SWCC CONSTRUCTIONSTONE •, I ,. ' FILTCR CLOTH-"" H •. ;, • - , . SIDE ELEVATION EXISTING GROUND r /! . , to :.•� ! : .•2 *'jASHP" )SED .tt� COURSE AGGREGATE TO SEDDIIENT ,. VICE MUST „ r I a•. •. •EGRESS. LAN VIEW PE ,. I.Ilt:ll�lll'•� •• •�y� •• •• •� •�'•• •• •�y• •• •� •. FILTER r . SECTION A SECTION B-B Plate 3.11-1 SOURCE: ADAPTED from Im Ma siDdg* fa_W ogim ands cDIThDI wd Va. DSWC INSERTABLE SHEE'C A59 ...A *rem T7 T D CO'3 t7R a'-O' .••? �T,y, 3lro•�-0X • 1211 MAX 401 YA1C 70 1 06 OONO-A 6- Lac 77 • 7r C-C SECTION A -A oPE 1aT tiAXRRN B 9 •SE TION B-B • Dow" AMA �(d mto �4 4n K 3 In v In v TANGENT PLAN . Q WJK & C� r TYPAL PLACEMENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH 8LIFFER STRIP) • T1•S TYP A �(PpER�0PR�E Aitl AP AT •REN ALTERA710NS LAY 1OEM1KT AT OP �1MT.I�RLEHATH SIDEWALKFr LAN"�ci NOTES cvsTALK w_' T rm . Rpq. pY �' ` �AHCE iLLKIam TTK mom DO[ DET &WWARt� K � Or NM�AL ���� -a1 2 M QEECirRI ��NtBPR�E SWINE BE K TItRCATm ohs TO,T( p pT�O(�TKgySINow TRL1NSEiAtt DOME FCONRt:STN COLORR VON�A�THE ,NwACEENTTO' pSWAM$ iM CIENi �F.611i12 FLAIgp ws, EfOEL ec A 1 ��f(�,y T/fKMtf�gN KMap1LME�I7�NM. p�pM�01mmurf/ -ALLpYR�.RbNRRSMSMptrloolt ,OOR, " UUwC P�ERlty4� we Cd TAWA1TW OaME 4..1 *1yW !« Mi11�1tTCp AI�T/ R g6JOV(MFf�/��[p111�[GST RN�M �FpLO�tOR�, PKCMT COHH[M7 SfUll iX CLAMS AJ. O O 0 000 O S`nOOR,IO•oDiN r RINP ROORX.rMNM t0flplET�[�aDVI'R +Yf. AEA10 SO/N sm DE TK RAEP 0 0 0 0 0 0 0 0 0 0 0 0 0 , CI1%.w ..w %n �yE iRMY7HhES A0.U[prt 70 tiRIR RMMS MIE N2U0[0 N PAYMENT 000000000000000 LL FpN ACT81C NO WfFdt 2i�- C•C 000000000000 0 0 Y E TO 1EODO TA`dYL�TTtpfyll � $t E 7. p�E FACE ON THIS STMONtl 6 O O O O O O O O O O O O O O T" a [1p RArS AK iD RE LOGTo AS ON M RMIR pt A54 OMCCt[D THE DIONEM THEY Ali To 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RAE ATAT yt1TERpSE�1C 02 1Lai Al AOC[S![ RQaITEWAY W A HnpFAY 0 0 0 0 0 0 0 0 0 0 0 0 0 MbpE HE WCAt[D IRf1El /M. 1[R�'J�fAO KAS MdE7R! 1fEY IV 00 0 0 0 0 0 0 0 0 0 0 0ApEE�T�T''S5Yp yT1R' 1�ylSK�ANf Cry�(�TNa 1►L� iK 100000000000000.2 /ge Am NO I/OA 6Y PQI�RB OM MpiEl AIM ACU MIT K K f. AY WT! Rtyp��NOpMKL�YTS Oyip(EI[ pyLTNIEWI. ECTd6 worm TIRE NIDU71Ea THAT M OI/Y (M61/RC T5 RKEO DETECT E WARNING '•' IEOU/E, ]f ITN «ttMRKP•�TED K TT IR1ac i'RATrFKc cwlL°i SO[MiLR EN MSMOfab`K RtAEiISED TD T CG-12 DETECTABLE WARNING SURFACE REV. TYPE A (PERPENDICULAR) APPLICATION ao3.o6 VOOM OEPARMNT Cr TRNGP OM DETENTION POND POND EMERGENCY OVERFLOW ELEV -A 701.2 TOP OF EMBANKMENT - B 702.2 WIDTH OF TOP OF EMBANKMENT (MINIMUM)- 81 8.00 EMBANKMENT SIDE SLOPES ( FEET HORIZONTAL TO 1 FOOT VERTICAL} B3 3.00 RIP RAP VOLUME CL A1(C.Y.) - C NONE DISCHARGE PIPE DIAMETER (iN) - D 18 DISCHARGE PIPE INV. OUT- E 694.5 DISCHARGE PiPE LENGTH (FT) - F 66 DISCHARGE PIPE SLOPE (%) - G 2.73% DISCHARGE PIPE INV. IN - H 696.3 DISCHARGE PIPE TYPE - H2 RCP OUTLET STRUCTURE TYPE -1 4 FT DIA RCP STAND PIPE OUTLET STRUCTURE TOP -J 700.5 OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K 9 OUTLET STRUCTURE ORIFICE INVERT -L 696.5 TWO YEAR STORM ELEV - M 699.51 TEN YEAR STORM ELEV - N 700.71 100 YEAR STORM ELEV - 0 701.01 CLAY CORE TOP - P 700.71 ANTI -SEEP COLLAR DIMENSION (IN) - Q 42 EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 10 TRASH RACKS JR) REQUIRED YES /NO YES ANTI VORTEX DEVEICE READ. (YESINO) NO BARREL LENGTH IN SATURATED ZONE L (FEET) 20.5 DESIGN FLOW IN EMERGENCY SPILLWAY 0 OUTLET PROTECTION 010 (Cfs) 7.37 DIAMETER (IN) 18 WIDTH (FT) 8 LENGTH (FT) 6 DEPTH (FT) 1.8 RIPRAP CLASS Al CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POST AND EXCAVATE A 4'XC 2. STAPLE WRE FZ7igNG TO THE POSTS. TRENCH LAASLOPE ALONG THE LINE OF POSTS. I-,-- I �" a PLOT I�( 4 3. ATTACH THE RLI FARM TO TFf WIRE FENCE AND EXTEND iT INTO THE TRENICH. tMDle 3.02-I I t ld-ted tram 4. BACKFILL AND COMPACT THE EXCMAATm SOIL- FLOW G CG-b NOTES: 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. COMMIE TO RE CLASS A3, F CAST IN PUCE, 4000 PST F PRECAST. 3. CpgNAFlOhl CURB L CUT" HAVNC A RAOOS OF 300 FEET OR LESS IALCNO FACE OF CURB) SHALE BBE E PRO FOR AS RADIAL. COMBINATION CURIE 4 A.170R 175E 1RTH STABLQEO OPEN-ORAOEO t)AMIACE DYER 711E BOTTOM OF Tf£ CRH TQO,WTTTE M Cd5TTA1CTE0 PARALLEL OPE Of S,Ai�KE COURSES AV TO THE DEPTH OF THE PAVEMENT, S. THIS CUIB WY SE USED OPEN DESIGN SPEED IS 40 W H OR LESS ON RURAL HIGHWAYS NO 45 MPH OR R LESS N DEVELOPED LReAH 1. WBLMAN AREAS. F THESE OESAN SPICED5 ARE E%CEEOCD STAHUAD CC_7 IS REdU1RW D I r:t THE 907TOM of THE CATS AND -__---__ OURTFR MAY BE CONSTRUCTER J s' 2'-O- P T COURSES PROVIDED D iDEA MIIAN DEPTH OF 7• IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPT" OF 71E CONTRACTOR RETERENCE COMBINATION 6" CURB & GUTTER 105 507 VRCNA DEPARTMENT OF TRANSPORTATION 201.01 M MIOIT WE SLOPE HO MIZAL " TO 1 W MDCAL EMMMQEAT SIDE SLOPE 1 WFRIM 20 FWT LOW LE1rEL - BERM TOP ELEV. = B EMERGENCY OVERFLOW ELEV. = A 7W OF S M W. (6) &w9?G V Y OVERFLOW 8".. (A) SILT FENCE CULVERT INLET PROTECTION r-- fJIOMNLL L TOE OF FILL 0 SILT FENCE � I-. j ' DIsoANCE IS d MINIMLIM IF ruoM is TowAIID taeBRua(�ExT now OPTIONAL STONE COMBINATION 4I tA• 1.6• W. -, 10 FLAW 40KI I 'VDOT ;3, �SS7, des. OR � COARSE Ad•MWE To SIT F•EI CE/aa w ' "DIRMSHoE ' WHEN FAUN VELJOfW OF Fi OW IS EXPECTEII SWW-- ADAPTED from VW Standard go* and Va, MC /�*,,.:.•r s•i:,i 1ft- Fes. ���� •�'iili��'i • OF TM OF 9A4WN NT (W) VJ.aT CLASS Al ~ (C) k �r aF / M � Sj ACCESS TD STAND PIPE IS MOM TW OF STRUiC•W t; w .�'. 100 YEAR NEATER SURFACE aEV ae (0) 10 'PEAR NEATER SILWACE ELEV. m (N) 2 WM WATER SURFACE W. m (it) I R7PRAP' PLATE. 3,08-1 ganotal bacM (we note) (we note) Concrete noie) (see note) % v stone STANDARD CONCRETE ARCH general be" general baddill �� c' .; 112O.D. 00=ete, Concrete NOTE: To be compacted to 95% of ASTM .... BEDDINGTRENCH & cc -it STREET APPROACk SAME 1RAOO5 TO et AS I ) ROADWAY SHM oN PLA15) C C RADML s1aWH T01oi PI.MK/ 4 CURB AND 6ill 1 1579. C-•) �. SIDEWALK•.- CLASS AS • i. . 6- .nt OPTTOINK 6" �-.Tim- -_ I ROW lsE7 i. •o. CONCRETE -""� ErrANSION EYPANsnN AAaT - 3 SECTION C C NDTE. WQTN `e" 2'-0- OR AS W MAINLINE ROADWAY SIOFRI OH TYPICAL S(CTION. A-) Pt. AN ViEW (c CONSTRUCT GRADE CILIMMS WIM A PML49MIC CURVE. THE ENTRANCE RADICANMOI ACCOMMODATE gyp "OLIC C1RYE. ®WHEN THE TUIll REOUNEMEN7S OF ANTICIPATED HEAVY IRM TRAFFIC. THE DEPTH FOR SOEWATAT S CUAEI RAMPS WITHIN THE LIMITS OF THE RAO•SHOIAD K EDGE OF SHOIAOER Ot 8 MAX, 14CREASED TO 7". OPIIOIH! FLOW LINE •'• ` OIAUAGE m �... --- "" V MA►A!E ROADWAY - •-' - -'-- ^ -- -- ---•- - 10. CC-m 6 tome Von N MCdIRRJCTIDN WITH VDO7 PRMCIS. ENTRANCEPLEASE T () NEACE NOTE THE FOLLOWNC• SLaOr[X 40'MIN.FdR STREET i D X)K CONSTRUCTED i1HEE ww ME"UAW S. MN, TO IEXfHEEPT UM N1ED ttO'DESPAVA FOR COWMERC S71BEtZATIO N REOUR+[O FOR MMLRE NCAN BE OMITTED IN PAVEMENENTRANCE THE ENTRANCE.) SECTION A - A ® =" C* OR NXNI '0" QRB GUIDELINES FOR GRADE CHANGE D eeCyOW THE " UNETE�rCEPf FOR REPLACEMENT PURtP05E5. RHEN T�[D M COALR•ICTgN StAHDARD ENTRANCE VOLUE OESRAatE MA*" OR CC•7. TrE C1R8 FA[E W /HS CC-3 EFD STANDARD 13 TO BE ADJUSTED TO MATCH M Hip{ (MORE THAN ism VPD1 0 IT3 % MOUNTABLE CURB COIR1pIRAftpN. MEDIUM t500-1500 VPD) S S X 61 tNUDMORAW OESIfN TO MirSED 1H tN6FEW LOW (LESS THAN WO VPO) S 6 X a X °,t,' PLANS ARE TO *r4TE 1REy CONSIWXTVN OF FLOW 1S REOINICI YO PROVIDE P"FIVE A LINE OR ACROS�'SS THE ENTRANCE. �N1NpfA41 AF~ OF a WATER. PORI)ON clumMfO PRECIUOEWPf NOM of REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 5D2 AND COMMERCIAL ENTRANCES RE1.Iml VMi'WM DEPARTMENT Of TRANSPORTATION 203.04 -plies' dAIE7FII . 00 MW AT QEIt - QJ J&r WN WIMIM9iIM Fff MW CWMCW wwwomampfffmwomsmsmmm PROW CAGE FOILONNYI• SITE STALNIIZATM TD FROM ORAL SEE MAIL PROM CaVCREX A1V1WiLITA710N BASE AS MW 2 X STAND PIPE DIA. 1Z FT NM STAIN POPE Q3 FT INTO BASE 111tJirsB. CLAY COW TOP AT • (P �T�iVO BE � A 22 :% OR STONES DSDVM_PIPE #AM N_ - (H) GREATER RM Sm DIIAMETER SHALL BE USED. MATERIAL SMALL BE COMPACTED 7070 95X OF t ` klA;Jt N 004SITY AT PLUS OR MNI1S 2x OPTLAi W U067URE CLAY CORE 70 EXMW S FEET SEYCLMD DUDS OF DItBA1IMENT, AND 2 FEET BELOW E)OST W WADE THE TOP OF 711E CORE SHALL BE AT EI EV. = (P) . DEPTH OF CORE _ SiO(LD BE 00EMANED BY SOILS SPECIALW Co mraM Oude for 44 fleet AT THE TW OF COfYSTRiC'flOItIL HAMM SIDE SLOPE Is 1: 1. i CLAY CORE AM7E041. SHALL AAEET THE fOLL.OMI/MG (MED CLAS51F7fAAWk Sk SC, K. Aft CL OR C1'L PARTIM SIZE: 95X PASSING 11,r S & SEDIMENT BASIN AND DETENTION POND OUTLET DETAIL not to eoate SDR 35sp+0ol SOR35 spigot M9-amou Sim21 gwkotal ball 450 bend ball adapter (eea note) T z �SOR 21 OakMed SOFT 35 EY4' 0Pe and fttdngs SCH 10 bdl wYe s.i (sea note) cam cap moedv Note: If top of main is greater than 15 it deep use heavy wall SDR 35 eonaroto awle if top of mm A g: Dame than 15' deep GRAVITY SEWER SERVICE LATERAL Figwe 15 IL VALCO�Inc F'9. No. 718013 OTC with id marked 'SEWER' bcD«n i Ion_ "on, SDR 35 gaskefed bell Wye sardwy (We" r-see, mein cast kon clenwcut Cap XRh bass plug mvbt be W from the top of the f/ screw type adjustable box squwa cmwiete skid pad 20•x 201r 6' deep cast iron dearml Cap wdh brass plug harng a countorstmk uluara head Panetta Model PA4SV-CSK (41 SUR 2t - cleanout pion trick base SOR 35 SpigW b,' 21 Dted I )dapfer 35 gaskefed 45°bend --- G stone beddng MOTE :R top of sager main is greater than 15 deep, Then Wye and bred to be Heavy wall SDA35. SEWER CLEANOUT figure 17A W Q `�•� Q N Ct3 vi a) ) •) O In `t b C a N z 0 i) �' c N L M 0) (-,Mlri,+) a U > N o 0 o �' a `L r` Lo W C L j (D (C) y s= Lc) L0 '0 2 u. a- 4-•i LTC n H r�'�ll to vi p • L � � L cn O C vi (V O v •+ C tT ' CL w V W 0 0 W Z J W U V) LJNJ 0 � J < c) c) Z ILL•. V ! > ('0 YiJ w Z z 0 Z�. 0 U Z m 0 0 N w Lr Ld W 0 LL- 0 CL W a_ Q U') N w Pr) � I n r= LIE. (1) 0 CO Z 0 Z Z Y Z� � Lq N ® V r GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call 'Miss Utility 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed: Q ❑ D D fi. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover sholl be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. cJ The Authority shall furnish and install all 5/8`, 3/4" and 1' water services. d For all 1 %* and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Shawnee Magisterial District Frederick County, Virginia TMP 64F-1 -4 Zoned*- M1 Proposed Use,.- Contractor Yard V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 27. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices far materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certiflied January, copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and ViM-76. A certified) compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to lac;n ; Foundation des; no shall cam IY with VDOT Road d B 'd Vicinity Mafia Scale 1 "= 2000' 2005 p 9 P Pe• 9 p an nil 9e 2ilbert Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is zTr•O�d & O���encountered, the foundation design and/or need for foundation stabilization shall w be determined by the engineer and approved by vooT. a division of V22. Approval of these plans shall expire three (3) years from the date of the approval P a t t o n H a r r i s R u s t letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these Engineers. Surveyors. Planners. plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.PH Associates,Pc Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike c WI ester Virg inia inia g (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Christine Strecky 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Jermaine Brooks Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman H (i L i EROSION CONTROL 1. Prior to initiating any land disturbing activity, R will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will) grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance! with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the - t in accordance with a rov Ian. as built which states that the subdivision has been constructed the approved p c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. INAf f"' Owner/Developer: HORIZON HOLDINGS, L.L.C. P.O. BOX 574 ROUND HILL, VIRGINIA 20142 PHONE: 540-338-8989 AW e v bl fled C=* Zaft A&WAft D& Project Number: ..,O J� �Sheet Number • I T' : REVISED 3-9-05 - PER FCSA COMMENTS - JDS " a 70 ♦ /� / cy NNI 2 m � 1 � � Q t� 5%8" WATER MgTER� �G FCSA TO REMOVE EXISTING 36'0,APER WATER LINE AND PROVIDE 1" WATER SERVICE. ♦'' EX. FiRE HYDRANT INV=692.00 EX. ELECTRIC PEDESTAL EX. TELEPHONE PEDESTAL 8' CONDUIT 3' CONDUIT END SECTION AND EC-1 REQUIRED INV. OUT= 694.5 66 FT-18" RCP @ 2.73% LOT 5 64F-1-5 ROGER J. CHAVEZ INST. #020011056 ZONE: M-1 USE: IND. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. 1' TOOLED T HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL SURFACES. PAINT YUOW ABOVE GRADE FACE OF CURB 8' GN_VANQED GRW ROD. BOND TO POL 13 STEEL. REINFORCE TiES 0 1'-6' O.C. 14 STEEL REINFORCE BARS .N 1 4 0 O 4 -1� U7 14 STEEL REINFORCEMENT BARS #3 sun REINFORCEMENT TIES 0 V-6' O.C. LIGHT POLE LIGHT POLE BASE KITH COVER PLATE i'. �� t.�►.1 ANCHOR BOLTS FURNISHED KITH WHT POLE BOLT SIZE 'ROKCTIO1 AND BOLT )RCLE PER MANUFACTURER'S 2ECOMIENDATN. 1'-8" / CONCRETE BASE ?V.C. CONDUIT AT 2'-6' WIN GRADE TO PANEL. TOTE LL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL CURVE TABLE CURVEj RADIUS DELTA LENGTH TANGENT BEARING CHORD C1 75.00 75'01'56" 98.22 57.58 N12'24'18"E 91.35 tr SM1255A 3r BM25,0 .-g' VDOT 21B �- MELT. COMPACT® SUBGRADE HEAVY PAVEMENT SECTION Not to Sode EXISTING SEWER LATERAL EX. SAN. MANHOLE RIM=697.11 iNV. OUT=687.00 EX. SANITARY SEWER EASEMENT D.B. 693, PG. 430 7SS�, I M in (U f SM12.5A 8' VDIDT 21B r- VOL COMPACTED StAIMMADE STANDARD PAVEMENT SECTION Not to Scale LOT 3 64F-1-3 DEBONAIR DEVELOPMENT LIMITED PARTNERSHIP D.B. 746, PG. 517 ZONE: M-1 USE: VACANT 6 FT. OPAQUE FENCING TO SCREEN 6 LEYLAND CYRESS 48" TALL AT PLANTING SPACING 5' 0 C LANDSCAPE VDOT CG= 2 co 2' SM-1254 8" 21B Ii2ZL COMPAClID SUBr;RADE r I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 6 FT. OPAQUE FENCING TO SCREEN TD 1 N39 °47' 01 "E 403.6 2' STORAGE AREA. 1 0 m x--ac-mac-mac x x M O% NLO j 25': SETBACK 6 fT. OPAQUE "0 fDiICE PROJECT SUMMARY TAX IDENTIFICATION NUMBER . • • . • . • . • ... • •- 64F-1-4 EXISTING PARCEL AREA • •.•••.••.••••....•••2.8613ACRES VDOT CG-2 DEVELOPED SITE AREA ...... • . • • . •, ... - • • • •• 2.8613 ACRES (0 ZONING ............................... M-1 ;1 ADDRESS ................................. _AVIATION DRIVE CURRENT USE ......................... VACANT 6R41�fZ SURFACE PROPOSED USE ....................... CONTRACTOR YARD D7DV9 218 TOPSOIL SEED AND A/ULCH DISTURBED AREA - • • .. • • .............. • .• 2.8613 ACRES 1 fT. B r6WD B4CK PROPOSED BUILDING AREA ........... • ......960 SO. FT. OF CURB OUTDOOR STORAGE AREA ...... • ..... ° - 80 846 SO FT •4 ''6' 1' WATER SERVICE C.O. S F . 704.25 16 N -• .- DUMPSTER PAD x VDOT CG-12 E T E p . U0_ o POLE ir1O1NTED HANDICAP PARKING ° INSTALLED PER VIRGIN O STATE CODE -SECTION - 36-99.11. • I 00 POLE MOUNTED 6► N 0 D3.0 8.0 I : ; x LIGHTiNc _ 1 : :. : : GRAVEL :SURFACE t OUTDOOR. • STORAGE : 1- : :-80,722 SQ.: FT.:. G • - � : 5 L EYI_A;ND CYPRESS 48' TALL, AT PLANTING LOT-:4 SPACING 5' O.C. _ -1-4' 64F. EDGE OF GRAVEL/ 6 FT. OPAQUE FENCING : - HORIZON -HOLDINGS, �.L 1 x PAVEMENT TO SCR STORAGE SCREEN GE -INST..: 040a23833 # I l x CONTROL :. :) AREA. :. ZONE: M-1: _ STRUCTURE USE: VACARtT : 2.8.6i_3 :ACRES = Cil :... S39° 7'00"W 64-5-1 LEON W. LARGENT W.B. 83, PG. 757 ZONE: RA USE: VACANT oo URI MA M 4M MH 1-FWW ILIOUNiING HIM--20' ALA. DQERIOR LIGHT FgQURES SWll.l_ BE SFNELDED SO TWIT DKCT OR REFRA>t, O LIM FROM TW FIXTURE iS NDT VISABI.E MM OFF -ME. Prune cmdominant leaders Prune rubbing or -� am branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all baling ropes Remove top of wine basket DO NOT prune termirml leader or branch tips �. Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3` mulch kept away from trunk / ,-Sal well to contain water • ,�. ; �;; '� .•_`r;•>��:4.���-:-�•� t moo: /•�z.�� Widen and score hole wall s' Q• Remove container and art circling Leave solid sod pedestal - do roots N container --grown, or as much not dig deeper than ball depth burlap as possible 'rf field grown N hale 2-3 times root ball width TREE PLANTER DETAIL no wale JUNAIENDED bodfil sal Partially bacld'ni , water to settle =1 Puihsh bocdilling Area for water drainage FO-I 1.4I 1 SETBACK K _RE FRONT 75' 75.51' SIDE 25' 25.36' REAR 25' 278'+ BUILDING HEIGHT 60' (MAX.) 18'(+/-) BUILDING FLOOR AREA • . • _ _ .. _ .... 960 SQ.FT. FAR ALLOWED ... • ... • .. • ............ 1.00 FAR PROVIDED .......... • ... • ....... • 0.01 MIN. LANDSCAPED AREA- • ....... • . • ... • 31,160 S.F. (25%) LANDSCAPED AREA PROVIDED - • • . • • • • • . • ° 37,516 S.F. (30%) PAVED AREA .... • ........... • • ...... 5209 S.F. PARKING TOTAL PARKING REQUIRED (OFFICE 1/250) ................ 4 STD. PARKING PROVIDED 3 H",N" SPACES PROVIDED 1 p r- �o Z v 000;0 Orri D 00 w� r r n GRAPH/CSCALE 3O 15 0 30 60 ( //V FEED• 1 inch = 30 ft. COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANT1iY o PIN OAT( 2 1/2" CAL , 12' HIGH AS SHOWN 3 Vj RFD MAPLE 2 1/2' CAL , 12' HIGH AS SHOWN 2 TRIP GENERATION ITE, 6TM EDMON ESTIMATES Ti-IIS SiTE AT iFULL DEVELOPMENT WOULD GENERATE 145 T.P.D. USE CODE: 110 SEEDING REQUIREMENTS Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tans straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not Yet at final grade shall be as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through Apnl) 450 Ibs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. TOTAL SPACES PROVIDED 4 LANDSCAPING R UIRED PAVEMENT TREES REQUIRED 3 (1/2000 S.F.) PAVEMENT TREES PROVIDED INTERIOR TREES REQUIRED 0 (1/10 S.P.) IOU TREES PROVIDED 0 TOTAL LANDSCAPING REQUIRED 3 TOTAL LANDSCAPING PROVIDED ................ 5 OPEN SPACE CALCULATIONS INCLUDES GRASS AREAS ONLY. NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE CODE OF THE COUNTY OF FREDERICK. 2. ALL LIGHTING IS TO BE CONTROLLEDTO PREVENT Off -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 6. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 B. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 30 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 30. MAX. SIGN AREA= 100 S.F. 9. THE OWNER iS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF ALL LANDSCAPING MATERIALS, FENCES AND WALLS. 10. BUILDING SHAM. COMPLY WfiH THE VIRGINIA UNIFORM STATEWIDE �JIt1ING CODE AND SECTION 304, USE GROUP B(BUSINESS), OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. II. ALL PLANiINGS SHALL CONFORM WITH PARA 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED BY THE FREDERICK COUNTY PLANNING DEPARTMENT. LEGEND 0 1N1 c � c a 00 d\ M 08 O O d V) u u� � O L1 41 N N o f C3 N CD � U �� U) r Z = o �_ a) Q ��' N � c p U) C 1- f0) FL M_ rn dWcr- Q Q J V N O °_ a a� � cL U y-- ti chi Ca It o U �_o w �_ � r W a N ui 0 o V 'L °, _� N7 cV t- Z C ui O (D • a w PROPOSED CURB & GUTTER ............... . .............................. PROPOSED CURB & REVERSE GUTTER .................................... PROPOSED STANDARD PAVED AREA (8" 21 B/2" SM 12.5A) • • • • • • • • • • • • • • • • • • . - �- PROPOSED STANDARD PAVED AREA (6" 21B/3"BM25/1.5" SM 12.5A) ••••••.. GRAVEL OUTDOOR STORAGE AREA .. . .......... • • ........................... - PROPOSED CONCRETE AREA ................................................. . : „ ' PROPOSED GRASS AREA .................................................. PROPOSED EASEMENT AREA ........................ . . • ....................... ZONING BOUNDARY ............................. . ............................ _ ZB UTILITY PEDESTALS........................................................... r-� FT CE 1 EXISTING STORM DRAINAGE & STRUCTURE ....... • .......... • .............. . PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN .......................... . .......................... _ EXISTING WATER MAIN .......................... . ............................. - W i - PROPOSED FIRE HYDRANT - - - ° .................. • .............................. � PROPOSED GATE VALVE & BOX •............................................. _ ---►f---= ` EXISTING SAN. SEWER AND MANHOLE ... • ................. • ................ --0--1 S. S. (- PROPOSED SAN. SEWER AND MANHOLE......................................._0_.- PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ • • • • • • E PROPOSED UNDERGROUND TELEPHONE SERVICE ........................ • • • • • • T Z J Z � J Z � W a n- o� �o wz oQ Z W 0 Z W z V V � � s Z W Z w 0 Z M 0 N �.._ $ O 1.- 0. TO x W Ce a a LO N w M _ III .-- LL. O Q N ta Q: U NU) Z O tV Z �14 Z A to 3 WU, m C� U a: f/ / i� • ♦ /Aq, I (o ' ~ /0 ' / f ; Y `J rl ! p 1 ; r ! 1 1 i t 7 / 1 rjr _Vr- i `t 9' x19 0. 1 00, \ I 4� -5, of �s . EXISTING.. SEWER �} ✓ddLATERAL &� 1 .EX. SAN:" MANHOLES RIM=697.11. ,� (_t %S 6 i w t I rr t/ �� INV.,,OUT=687.0b 401> 44 97 ` 10-13 o c�, i� / EXSANITARY boo\ > sg,�_ SEINER EASEMENT '� __ _ �9c , ; l ! ___p-B. 693, PG. 430 -' S / SF—F—S IF ♦ `, I �j/ , r J '=n \ X x ; `' sic x rat r' c?✓'702�—///--•- - . —_ - - .— . t j ♦ ., 696 C.O. 4 ~"—"""'" `` ' , ; i //, I x EX. FIRE HYDRANT—�. / �` FOR (1(1 r ' / e I { Av=( uo 1 \ o 0 END SECTION AND EC-1 REQUIRED INV. OUT= `694.5 ; tt L=8 FT. , W=6 FT. 66 FT-18" RCP 0' 2.73% r i r PROVIDE EC-2; --4.-- i, rr ;'10' GRASS LINED r r. EMERGENCY SPILLWAY --- t r ' f t ' t ` t \ I \, I , 1 1 25 SO. YD. CLASS 1 RIP RAP \\ � •,l t t \ t 1 �r t \ \ \ \ E)L GRm '--------- \ PROPOSED VDOT CG-6 L_ \\ GRAVEL \ SURFq CE f SM 2A 8' 218 SECTION A f 1 t AVIAN AVENUE t4' 11_6' (CUL-DE-SAC) SAWCUT EDGE 1 , PROVIDE TACKCOAT 0 / / �r d/r r i Q d i �.1 a Cx1 4 Q s,� t C) \ O 1 \ i f t r i� ! %f o ! J W \� Z 0 CL LLJ r \GRAVEL , U-RFACE OUTDOOR. STORAGE: -809722 SQ. • FT. -----1C---tC X X— —�)0l 1 \ r y.r r t , , r! � S 1 % 1 OR4p)V/CSeWE 30 15 0 30 60 ( /,V FEET ) 1 1 inch = Jo ft. Boa o i':• ►oCG PAMEMENTi`. i 6M/ti /• a r 218 218 T' vL 66IMPAORD SUbWA616FT / ,, WIDENING AT ENTRANC `-1z I.E'GEND EXISTING STORM DRAINAGE do STRUCTURE ................. PROPOSED STORM DRAINAGE Ec STRUCTURE ............... PROPOSED CURB & GUTTER DRAINAGE FLOW ..................... . ....................... . EXISTING GRADE ............................................ PROPOSED GRADE .......................................... PROPOSED EASEMENT AREA ..... ' ....................... - — — — — PROPOSED SILT FENCE .................................... SF CONSTRUCTION ENTRANCE . ' .............................. CE ' r, PROPOSED EC-1.......................................... SILT FENCE INLET PROTECTION "•""••••••••""""""""•""•"- CIP LIMITS OF DISTURBANCE .................................... � yL0 DRAINAGE DMDE.......................................... rA v U' -(D CL� N CC3 y • � cr- O Rf d N O •V Q) a) N V� O o c/) cd N co 2, 'E 0-0 M co a Q V > — "• _I V N O 0 Ca a a) cn y c W v 4Lf) Lo �! �iaCL a cri U o • L (1) ca 2 to _ C6 O -f a� ' a w Z 0 .� Z O W (- �O Cr) F� Z Z Q U 0 w Z W O Z W z V cn ZW Z_ O U cn $ Z m O N � w p 00. W X a :z to w O N Q Z W cn a co cn d*I z 0 N z v ZA 3 m 0 o v IL TEMPORARY RIGHT-OF-WAY DIVERSIONS VI C( TYPICAL GRAVEL STRUCTURE 18 TYPICAL EARTHEN STRUCTURE Source: Va. SWCC STONE CONSTRUCTION ' 70' 141M OUSTING 1-11-11-II'-fl�ll=l�,:f.\ \ \f•f\ \ \ \<\ \ \f\r\r�r.+{•r\(\ \f\f\ \ \f\r.\ FILTER r D ; a•,. I , I • EXISTING I. Ir A *M1 aVIC rr .r +�i tCOURSE AGGREGATE l MUST EXTEND r OF r . I EGRESS OPERATION MIN. 3* MIN FILTER CLOTH SECTIONIr SECTION B-B Plate 3.11-1 WJRCf: AQAM from IM Wgrylald Staoduds for Sw wine %A Sedmisnf Corthd ow Va. ow INSERTABLE SHEET A59 -12 1 AA • "I sT CO-3 rSTD -2 • 1211 YA% 4R+1 YA1L A< 2W 1 as OMWILS, r Eat • t Tr c a 6l big SECTION A -A ion --ormOK 01T•A1MN f. g + B •SE TION 8-8 111111 LED OOIES AREA fOu WAYV 4WL ..J3 it Me in �& v ul rn v TANGENT PLAN ` V a TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT �r AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK z (WITH BUFFER STRIP) ♦ HpE�TYR A UI�POE�RfqPRENOi Ti AT WEE� SMWA X LAMM ALTERATIONS (Ar at0[I RE AT W moo" EgTH M FEET FOR NEW MOTf9 cc" YTR1Ci(TOlK i . N. pp- �y L �tYP T1dKiUL. WoTH OF m tt001[ o[TECTAMt .7 LMtRT16 IM7 K YDiO 1RTR TK KP110VAL ON. 11E RAf R 2 FOOT Y EERGTN N THE OAECTION Or TRAMEI_ U. WITH THE TRIRICLTFb off. TRUNCCATEED DOME 3.?60Rel¢a'>!p� a mR rNr p/DMIFL//T 31WFACEMS ca K MT s.�r,a iin'e r TO T'°" s�L tit A OETAJI 4.IF *AVPY�CyTgR y NTH K�Oy���m�Wg is p r�010EEt)WILLLY ONN�ItlgL ILOO�R OOR III pOSpNe�PPLVAssSsax 2;f" M TI•JICATEp DOE 4,C. 1hYi! CIi6Y IiKC �(1t M.I I IMtCJItT RMM OOR PRECAS�CORdIEi BC ASS o 0 0 0 0 0 0 0 o Cr S•; = M-.A��N, 17E{. RD. R r� 1 'rQ �nF�/,-l;� ALpq pTN SAES p TK Rh!' 0 0 0 0 0 00 000000 "" ` R ~ T, wz& -- 1 NO OTt[R TRl•IMTrpld ADJACENT 10 ELM RA/S AAZ INCLUMD N PAYMENT 000000000000o FDR AOCMtr�t gT�p� - c4 O o 0 0 0 0 0 0 0 0 0 0 0 T- TOptE T MUT M t•at1MHTAtLE UIM/ I�FD OOWOIIMI7� F *THIS STRNI K 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T" a OM AK TO K LOGto a III PLATd OR AS W,C/!D M ONfiE[1. MT AK TO 000000000000000 i�AT it ASR1Em N1 �pq��{j�-g��1W�Mp17tP..GF DM a MY 0 0 0 o a 0 0 0000000 '•er RY LOOA �OEii RDt; 0 0 0 0 0 0 0 0000000 Ali yLM 1�T�Mf( MIN AAR TINT K 0 0 0 0 0 0 0 0 0 0 0 0 O6Rt7E0 Nd DID eT PER906'�Ai MOK iiL RMIt mky q[ a aR TA103OW KCTOd PwRin f.AT M 0.."a " d RACED im TermTHE lsrt~ a'rNE 11 EK 1D. TYM��'�L, ��[(1•ILK R •' THML'K. RE TK 6RRn•Fi RIOMONNpT IDS Y•O DETECT E 1YARNiNG TtMEOIRSM Dr Nf11CiAR0 KAavY YRlbt' t'Rurc M coMaltrE tOMALR TN KTrwD K • [K]t Asm CG-12 DETECTABLE WARNING SURFACE l[TA. TYPE A (PERPENDICULAR) APPLICATION DETENTION POND POND EMERGENCY OVERFLOW ELEV -A 701.2 TOP OF EMBANKMENT - B 702.2 WIDTH OF TOP OF EMBANKMENT (MINIMUM)- B1 8.00 EMBANKMENT SIDE SLOPES ( FEET HORIZONTAL TO 1 FOOT VERTICAL)- B3 3.00 RIP RAP VOLUME CL A1(C.Y.) - C NONE DISCHARGE PIPE DIAMETER (iN) - D 18 DISCHARGE PIPE INV. OUT- E 594.5 DISCHARGE PIPE LENGTH (FT) - F 66 DISCHARGE PIPE SLOPE (%) - G 2.73% DISCHARGE PIPE INV. IN - H 696.3 DISCHARGE PIPE TYPE - H2 RCP OUTLET STRUCTURE TYPE -1 4 FT DIA RCP STAND PIPE OUTLET STRUCTURE TOP -J 700.5 OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K 9 OUTLET STRUCTURE ORIFICE INVERT- L 696.5 TWO YEAR STORM ELEV - M 699,51 TEN YEAR STORM ELEV - N 700.71 100 YEAR STORM ELEV - 0 701.01 CLAY CORE TOP - P 700.71 ANTI -SEEP COLLAR DIMENSION (IN) - Q 42 EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 10 TRASH RACKS (TR) REQUIRED YES / NO YES ANTi VORTEX DEVEICE REQD. (YES/NO) NO BARREL LENGTH IN SATURATED ZONE L (FEET) 20.5 DESIGN FLOW IN EMERGENCY SPILLWAY 0 OUTLET PROTECTION 010 (df) 7.37 DIAMETER (IN) 18 WIDTH (FT) 8 LENGTH (FT) 6 DEPTH (FT) 1.8 RIPRAP CLASS Al CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET FOI AND EX0111 TE A 4•X4• 2. STAPLE WRE FDCM TO THE POSTS TRENCH tll"SLOPE KIM THE UK OF POSTS. r 7 / t FLOW I�( 4 3. ATTACH THE FILTER FABRIC TO THE WW 4. BKC(FILL AND COMPACT THE FENCE AND EKIEND it KIO THE TRMIX DCCMd1TEO SOIL Plate 3.01-1 SMM t � itnlm NOTES: I. THIS $IDA MAY BE PRECAST OR CAST N RACE. 2. CONCKIE TO BE CLASS A3 F CAST M PEACE, 4000 M F PRECAST, 3. COMWW1 H CURB L CUTTER HAVING A RAMS Or 300 rUT OR LESS VALONG FACE OF CU" W4ALL CUTTTERER FOR AS RADIX COMeNAT10N GIRB L CU. 4-FOR USE WttN STABILIZED OPEN-GRAIEO OIANAfE LAYER, iHIE BOTTOM OF TIE CURB to A (IE CONSTRUCTED P/Rµ,LEL OPE dr 9�E AVEM S AM TO THE W.P7N OF THE PAVETFNT. S. THIS CUM 1MY eE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RUI HICHMAYS AND 45 MPH OR 2' a LESS •/ DEVELOPED URBAN L SUELMAI AREAS. F THESE OESM SPEEDS ARE EXCEEDED STANI CG-7 IS REDUIRED. D I r:T r-r D � � D � D � D �• D- D D , • D D ID------------ IRS AREA MAY BE COOCRETE AT THE OPTION OF ME CONTRACTOR THE BOTTOM OF THE CURS AND OLITTER MAY BE CONSTRUCTED PARALLEL 10 THE SLOPE OF SUBUSE COURSES PROVIDED A IRON DEPTH OF 7" is MAINTAINED. 0000 FLON NLitn- COMBINATION 6" CURB & GUTTER VRONA OCPAITMEM OF TRMSPORTATON 20. EiAA Neff WE SLOPE HOINWAL " 70 1 WRTi & flIBAi11CiE]VT SCE SLOPE 1 VERIM BERM TOP ELEV. = B EMERGENCY OVERFLOW ELEV. = A i 7W OF EIM aEY• (B) ECY 01rfRfi0i1' BH. (A) SILT FENCE CULVERT INLET PROTECTION DJOW11l.L L TOE OF FILL 0 SU FENCE o-) . �I Is IF FLAW LFLOW OPTIONAL STONE COMBINATION i FLOP( �v 2.b• TO sn.T FENCE IN HORsesHOE - wlEaN "Of VEIUOCNY OF FLOW IS EXPE1= SOS i SWX AOAPiEO from VW Sfall 19wift afd Va OSNC • • • SH �R ,. .fit.�.- w iixt .� �' M ..NIT► �. �H ra;.� ■N.. � • rA 1 OTEXTILE • •SECTION • T orkieNI OF TOP OF E OVaWIT (M) VJ%aT CLASS -r. Al RIPRAP (C) � e 10 ,0 10 ACCESS 70 STAND PIPE IS IIRd,M TOP LIP SIRIJICR K C� ... 100 WAR MATTER SURFACE w.. (0) 10 YEAR WATER SLiilf'AM HEV. w () 2 YEAR WATER SURFACE a" w N CLAY COW TOP AT - (P)�--`J a concraft for 411ee# 1T SEDIMENT BASIN AND not to ware I RIFRW PLATE. 3.08-1 Ir concretej� l� �$i ►aI; 1f"MTS STANDARD0.0 CONCRETE ARCH garwat . .km gmeA backIll %%(see note) stone .% • ., •\j 0oncrete concrete COMMETE CRADLE - NOTE:. 6niaximtran density. TRENCH & •• Figure I I STRUTACk SAW SURMAw-w A'ry rRAWUS TO et AS I # ROADWAY 5N0•n+ 0. OEMs, & CI. C 4 RM.It SA10•nN ON PL: CENR AW Colt SEWALRq�!iI Id .C.•• •i.'•.. C. • i•.CLASS As i ---` CONCRETE • ^oPTrTMA I OW L M7 is-z•a� EXPANs1oN Jaw_-r�2iL-2- EXPANSIONmnT 3 SECTION C-C NpTE. WIDTH -w z'•O' (R AS W YARt•E ROMTfAY SHOM! 0I4 TYPCAL SEclm A-) PLAN VIEW 0 CONSTRUCT GRADE CNAHOES WM A PMPADLIC CURVE. VRI THE ENTRA4M RAWCANOI ACCOMMODATE ® O'PMAI IC CURVE THE TURNING R[:M".- RAMPS a ANTtPA1FD IEAYT TRICK TRKi1C. FOR $OEWAOC L C1R8 1M%F )OF THE RAWSHOLLD DE EDGE OF SHOIIKLIR OR R % NCREASEO TO 1-. m oplolipt FLOW OPf V" D WHEN STa. COTE Is usto FOR ENTRANCES "LT MAMW ROADWAY =--�--'y-------- _.,. N CONANCMM WIN VDOT PRMCTS•PIEASL 6 1 MAX. D NOTE THE FOLLOWING+ SLOPE40111 CrkMICE Off rII. tOR STI$Ei y D EE MArLNE PAVEMENT SHUR.L BE CONSTRUCTED 5. IeI. TO TEE Rrir l)tI QCEPT NIV SUBORIDE 1O'OESATABLE FOR COMLERG STABIIZAIII REOLiIEO FOR M04K PAYEHAENr Irl•CN CAI SE OYTTEo N ENTRANCE Tr[ ENTRANCES SECTION A - A ®R,D,M MfERY OR CC• EWAIION tCUM T� GUIDELINES FOR GRADE CHANGE 0 e'ODEr be THE Row twEEE�PT�F� REPLACEIFMI PURPM& HITEN USED N COMANCTIOM NINTH SIX*" ENtRANCE VOLUE OESRAKE MAXIMUM CG-3 Oil CG-T• THE qR. FACE a IRS 51MOM0 R 10 K Aa11/S1to TO MATCH THE MGM 1MORE THAN 15M ViPDI 0 % 3 % MOUNTABLE CUPS COFM'ARAIKN. NE04N tS00-*0b VPo1 53 % e % TO SE USED TH""C�OECURIS RAMP DESIGN LOW <1.ESS THAN S00 VPOi 5 A % e % WJOI �• PLANS FLOW u[T 1s M AOL 2. EO PROVIDEEPownor fx ORM04EACROSSTw ENrRANCE. R 9OF % OF 7tATEAL RD SPECFICA1100/ MEWHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS soz AND COMMERCIAL ENTRANCES Tmr-7101 V OIGM OEPATTMtM OF NGYSPORFATION 203.04 0T *A1 KITING � DtAlq = 9NNW AT OftW a ItE VW 0MI>i� PILE FMiOO MC 9� IKIZAIM WINE CAGE FCUOMNG Siff STAI% M710N 10 PROTECT QRSF>CE SEE DETAX PRONE CQD&W M IFLOTATM BASE AS RED 2 X SIM PIPE DIA. 1.5 FT RI STAND PIPE 0.5 FT /N►TO BASE NOTE&%. EEkSAN�Qt��O+1tTL.T�O E PLACED ryAiI•�y1/•�CsQ/M�PACIED��E► IN O LFM NO 7VP IN., ORGAltFM O .7lL W WATER 71M 6* DiAMM SHALL BE USED, MATERIAL SHALL BE COMPACTED TO 95X OF MAMN DOYSITY AT FEEDS OR HUMUS 29 0P"TW,W M06'7IME CLAY CORE 70 EXTEND 5 FEET SEVIM ENDS OF EIIBA Mi NT, AND 2 FEET BELOW ONTM GRADE THE TOP OF THE CORE SHALL BE AT 7RENCH 6 GEMMA • ACTULR QURW DEPTH SHOULD BE DETEiD BY SOILS SPECGIUST AT Tiff 71C OF COMS7Ri1C7r011L MA)aI N SAX SLOPE 6 1.1. CLAY CORE MATERIAL SHALL MEET THE FOLLOM IQ WNWD CxAS WXAM tk SK Sir„ MEW IIWrr CL OR CH, PAI SIZE- 95X PASSHG 1/ r SIEVE DETENTION POND OUTLET DETAIL SDR 35 sp+n.t SDR 35 spigot by P - bygWkamd -SDR 21 gaskotod bell 4S° bard t>sl! a&pter lamnael r. 3' mininwm � SDR 21 gasketed SDR 35 (Yx4• Pipe and ft" g3sketed be" `^'ye SCH 40� ism note) sdvent w.ltl cap property Epe ne T6° IccaUorl markor •min COW' alma ra treated 2N 4• with top 6' painted green 4' pipe at 2DD% m u-rn grad. Note: R Lop of main is greater than 15 ft deep use heavy wall SDR 35 terxxaa Cradle t top 01 makl M greater ell than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 Cwj Iron cleanor t Cap with Gass / pW must be it from the top of Eta gaew typo a0justettlC box 5nlstad lads square concrete skid pad 20•x 201x 6' deep cast imn cleanout Cap wah brass 6 0 VALCO. Inc pkig having a countersunk squam Fig. No. 71BOB head Panels Model PA4SV-C:.r1( (4-) with Skimarked SEWER SDR 21 - dean out pipe bcDorn section of box brick base I SORB 2r s Lpt SDR 36 adapter a� etdy gasketed be" Wye sanitary (see rloMa 35 gaskeied sever man SOR 21 145° berd 6- stone bedding NOTE :H top of sower main is greater than 15deep, then wye and bend to be heavy -11 SDR35. SEWER CLEANOUT Figure 17A f i MMME��♦E♦M. ■ w Q Z W _0 V of V W w Z Z z Q 0 0 U Z m 0 tV ~ w o 0 W LL- 0 n W 0- Lin N w � _ 0- >; .-- LL- L5 O z 0 04 z z Y z Fn a 0 V T aT- CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800-552-7 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit 6Algrading conditions imposed: 6. ® ® ® L) . All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines ore to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a� The Authority shall fumish ail labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. it is the developers/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall fumish and install all 5/8", 3/4' and 1' water services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and gaging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall hove, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples ore submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Shawnee Magisterial District Frederick County, Virginia TMP 64F-1 -4 Zoned.- M1 Proposed Use.- Contractor Yard V14. All roadway fill, base, subgrade material, and backfill in utility storm sewer,., Y trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of LOCAL UTILITIES optimum moisture for the full width of any dedicated street right-of-way. At then direction of VDOT, density tests shall be performed by a qualified independent µ` F Frederick County Sanitation Authority agency in accordance with VDOT Road and Bridge Specifications. Certified copies P. 0. BOX 1877 of test reports shall be submitted to VDOT daily, unless specified otherwise Winchester, Virginia 22604 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on (540) 868-1 O61 P.O.C. John Whitacre these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- ���, Allehan g y Power of -way shall meet VDOT minimum design standards and is the responsibility of the developer. � � {s; �' 3463 Valley Pike V17. Prior to VDOT acceptance of any streets all required street si na a and/or = ... fi =... W Winchester, Virginia 22604 pavement markings shall be installed by the developer or, at VDOT's discretion, (540) 722-5852 P.O.C. Christine Strecky by VDOT on an account receivable basis following the Manual On Uniform y Traffic Control Devices,ri s f V18. The developer shall provide the VDOT Residency Office with a list of a materialVerizon _ :- : a, . ;:.w.;.'" 404 Hillandale Lane sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local `/ ' I C I n I t o Winchester, Virginia 22602 VDOT Residency Office prior to acceptance of the work. Unit and total prices y y ' Y! (540) 665-3156 P.O.C. Larry Willingham V19. may be obscured. Aggregate base and subbase materials shall be placed on subgrade by means of a Density determined the density in Scole 1 "= 2000' Adelphia Cable mechanical spreader. will be using control strip accordance with Section 304 of the VDOT Road and Bridge Specifications and VrM-10. A certified compaction technician shall perform these tests. Certified January, 2005 1039 N. Frederick Pike Winchester, Virginia 22601 copies of test reports shall be submitted to VDOT daily, unless specified. (540) 667-0364 P.O.C. Jermaine Brooks V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the Shenandoah Gas density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports P. 0. BOX 2400 shall be submitted to VDOT daily, unless specified otherwise. A VDOT Winchester, Virginia 22604 representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. (540) 869-1111 P.O.C. Tim Hoekman V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, ielding, or otherwise unsuitable foundation is encountered, the foundation designand/or need for foundation stabilization shall W• C 1ord & associates be determined b the en ineer and a roved b VDOT. gilbert y g PP y a division of V22. Approval of these plans shall expire three (3) years from the date of the approval P a t t o n H a r r i s R u s t & As so C r ate s, p C V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these Engineers. Surveyors. Planners. Landscape Architects. 41 H OF plans and/or as specified by VDOT. 117 East Piccadilly i 0� V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed � Street, Suite 200 on these plans in accordance with VDOT?s installation criteria. Final approval of the Winchester, Virginia 22601 O gyp` i 4 z guardrail layout to be given by VDOT after grading is mostly complete. --`- , g v T 540.667.2139 F 540.665.0493 i © v 1 MY, 211120 EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on- site pre - construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this constriction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Owner/Developer: HORIZON HOLDINGS, L.L.C. P.O. BOX 574 ROUND HILL, VIRGINIA 20142 PHONE: 540-338-8989 IMIved by Fisib inl j Zodol A& Sir Ploy Appro $ Maid for 5 Yeo Fmm Dade Shm Nm Ode Project Number: Sheet Number 1 of 4 REVISED 3-9-05 - PER FCSA COMMENTS - JDS CONSTRUCTION NOTES Lf�71 GENERAL 1. The contractor shall furnish all materials, labor and eguipment and perform all work including restoration for the completed installation of the utility systems andall other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contactors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call 'Miss Utility 1-800-552-7001. 3. the contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. NI grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibiei 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: aj The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the top location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2' in size. it is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. cJ The Authority shall fumish and install all 5/8", 3/4" and 1» water services. d For all 1 %` and 2* services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a bockflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FiRE & RESCUE 1. Burning of land clearing debris requires a permit from the fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and sits ing of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any -time. VIRGINIA DEPARTMENT OF TRANSPORTATION IN Wo Ir- i Shawnee Magisterial District ck County, ViVirginiaFreder'I' TMP 64F-1 -4 Proposed Use.- Contractor Yard II © "►`M� i w- i I V1. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum EROSION CONTROL the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or density as determined by AASHTO T-99 Method A, within plus or minus 2% of x LOCAL UTILITIES local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the - 1. Prior to initiating any land disturbing activity, R will be necessary to schedule an on -site pre -construction meeting with public and Regulations, the most stringent shall over direction of VDOT, dens' tests shall be performed b a qualified independent A` works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to g g dY Pe Y q Pe :; F K° Frederick County Sanitation Authority permit for the subject project. agency in accordance with VDOT Road and Bridge Specifications. Certified copies • issuance of the Sand disturbance V2. All construction shall comp with the latest U.S. Department of Labor, Occupational Safety and P. 0. Box 1877 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections Health Administration (OSHA, and Virginia Occupational Safe & Health VOSH Rules and of test reports shall be submitted to VDOT daily, unless specified otherwise Winchester Virginia 22604 g p Safety ( ) ,�t • g• as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on ' approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. V3. When workingwithin VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VDOT. (540} 868-1061 P.O.C. John Whitacre 3. Prior to release of building permits, the following items shall be completed: shall be in ccordance with he curredition of VDOT's Work Area rotection Monuol � ryA < _ ` r a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, Vt 6. The installation of any entrances and mailboxes within any dedicated street right- ,� „` curb and gutter, sidewalks, channel linings, vegetative cover, stc.) Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of Alleghany Power of -way shall meet VDOT minimum design standards and is the responsibility of 3463 Valle Plke b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb the VDOT Road and Bridge Specifications. the developer, � � , . y and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shill be included with the V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including g / c . Winchester Virginiapp p V17. Prior to VDOT acceptance of any streets, all required street signs a and/or t , 22604 as -built which states that the subdivision has been constructed in accordance with the approved Ian. traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility , c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for companies. It is the sole responsibility of the developer to locate and identify utility facilities or pavement markings shall be installed by the developer or, at VDOT's discretion, k: M f.. (540} 722-5852 P.O.C. Christine Strecky 9 PIS by VDOT on an account receivable basis following the Manual On Uniformeach lot proposed for construction. items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia fans does not indemnify the developer from this responsibility.x' Erosion Control Guidelines and local ordinances and to be utilized Burin the construction P fY Pe�:. Verizon 9 period. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material r r �:.. 5. All erosion control structures shown or as required during construction shall be continuously maintained sources prior to the start of construction. Copies of all invoices for materials 404 Hlllandale Lane throw pout the rind in which areas are denuded. Areas shown to be surfaced are to have stone base installed subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of utilized within an dedicated street right-of-way must be provided to the local • • g any field revision shall be the responsibility of the developer. Y P ®� + � /� Winchester, Virginia 22602 at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days VDOT Residency Office prior to acceptance of the work. Unit and total prices Y i C I n i t y IVI o p (540) 665-3156 P.O.C. Larry Willingham when constriction is not in progress. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured. „ , 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a Scale 1 = 2000 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in Adelphia Cable fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and 1039 N. Frederick Pike good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified January, 2005 Winchester Virginia 22601 V8. The contractor shall notifythe local VDOT Resider Office when work is to in or cease for copies of test reports shall be submitted to VDOT daily, unless specified. ' g �Y �° (540) 667-0364 P.O.C. Jermaine Brooks any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specified in Section 315 and VTM-76. A certified Shenandoah Gas adjacent public roadway via a construction entrance that is constructed and maintained in compaction technician shall perform these tests. Certified copies of test reports P. 0. BOX 2400 accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. shall be submitted to VDOT daily, unless specified otherwise. A VDOT g Winchester Virginia 22604 Furthermore, access to other properties affected by this project shall be maintained through representative shall be notified and given the opportunity to be present during the 9 Owner/Developer; HORIZON HOLDINGS, L.L.C. construction. The Developer shall have, within the limits of the project, an employee certified by construction and testing of the control strip. (540) 869-1111 P.O.G. Tim Hockman P.O. BOX 574 the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- ROUND HILL, VIRGINIA 20142 Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to PHONE: 540-338-8989 basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at findings of foundation exploration to the engineer and VDOT for approval prior the end of construction. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is AWp�{{ by FILM Apr iV11. All water and sewer lines within existing or proposed VDOT right-of-woy shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall w. clittord associates be determined b the engineer and approved b VDOT. 9 thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at Y 9� PP Y a dIVISIOn Of " conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval a t t ®ri a r r f $ i�► U $ t A S $ Q C a t e $ c V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, letter. ♦ Sk VA fw 5 Yastl I = D& *0 RMlOr � voids, coves, etc.) encountered during the course of construction shall be Engineers. Surveyors. Planners. Landscape Architects. I H immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these�, F in that vicinity until an adequate design can be determined by the engineer and plans and/or as specified by VDOT. i approved by VDOT. 117 East Piccadilly Street, Suite 200 V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed V13. All fill areas, borrow material and undercut areas shall be inspected and approved on these plans in accordance with VDOT?s installation criteria. Final approval of the a z by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given b VDOT after radio is mostly complete. Winchester Virginia 22601 0 ►� omoe,+ required, a VDOT representative shall be present to insure the somple obtaines is g g Y grading P + ' v �• Project Number: representative of the location. When soil samples are submitted to private T 540.667.2139 GiL laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by MT and that testing shall be Sheet Number 1 of performed in accordance with ail applicable VDOT standards and procedures. F 540.665.0493 REVISED 3-9-05 - PER FCSA COMMENTS - JDS