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HomeMy WebLinkAboutSDP201800085 Plan - Revision Final Site Plan and Comps. 2019-06-04r OWNER: SOUTH PANTOPS II LAND TRUST utffiffill SITE DA:TA PO 80X 8147 Mu I - I 1A V I s AS A SC 6m� I Will II (��IIIIIIII IIIIIIII IIIIIIIIIIIIII 111111111111111 �IIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIII II 4111IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIpIIIIIIIII ��IIIIIII�III (IIIIIIII IdI��I ���IIII, (IIIII IIIpIInnIIIlnn,uliillll� III'141uolaIl,Illulidl r Ll1r'I a ria_f :uaz_r e. •---•----- --._. . 172 SOUTH PANTOPS DRIVE, SUITE A CHARLOTTESWLLE, VA. 22911 (434)-979-8121 TM P 78 PARC L 0 TAX MAP PARCEL No: 78-20, DB 2913 PG 156 PARCEL AREA: 1331 AC RIVANNA DISTRICT, ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT.' RIVANNA MAGISTERIAL DISTRICT ZONING: R 15 STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT FLOOD HAZARD OVERLAY DISTRICT Illnwunllgl uumnllumpl Ilul luullllll nnunlp pII III nronlll uuu I I puon I I I IIII I IIII IIIUIIII I I ul IUI nUgl UU IOIOnp 01 (IIIII III. TI ICI .dll' III II q IIIIIIII IIIiiI�III I II II q II I IIIIIIII' IIIIIIIIp 0011111 IIIII IIIIIIIIII I (IIIII III IIunnll 11 I I IIUI (IIIIIIII I puu uulllll IIIIIII llllll pull I I (IIIIIIII I IIII I I I I) I I (I IIII IIIIIII IIIIIIIIII (IIIIIIII III IIIIIIII IIIIIIIIII III) IIIII IIIIIIIIIIIIIIillli IIIIIIII tl11IIIl III IIII IIIIIIIIII III III (IIIIIIII IIIIIII IIIlllllljllll) (IIIIIIIIIIIII) IIIIIII I IIIIIItlplllll USE. 144 APARTMENTS (44 ONE -BEDROOM UNITS, 100 TWO -BEDROOM UNITS) FROM INITIAL SITE PLAN: SDP-2018-00008 MAXIMUM DENSITY* 15 DU,IAC GROSS RESIDENTIAL DENSITY- 10.82 UNITS/AC. BUILDING HEIGHT.' 65 FEET SETBACKS: FRONT. 5' (MINIMUM) 25' (MAXIMUM) SIDE. • ZERO, REAR: 5' STEPBACK,S. BY SPECIAL EXCEPTION, APPROVED BY BOARD OF SUPERVISORS ON 0910512018 - FRONT STEPBACK FOR BUILDINGS # 1 AND 112 ADJACENT TO SOUTH PANTOPS DRIVE SHALL BE 12'4". FRONT STEPBACK FOR BUILDING #3 PARALLEL TO RIVANNA RIVER SHALL BE ZERO. PARKING REQUIRED: 2 SPACES PER 2BD APT - 100 APT = 200 SPACES 1.5 SPACES PER 1 BD APT - 44 APT = 66 SPACES 266 SPACES REQUIRED TOTAL (AS TYPICALLY REQUIRED BY COUNTY CODE) NEW MINIMUM PARKING REQUIREMENT, VIA APPROVAL OF "PARKING DETERMINATION" DATED 1211812018: 247 SPACES ADA REQUIREMENT- 2 GARAGE SPACES PER GARAGE = 6 GARAGE SPACES TOTAL 6 SURFACE .PARKING SPACES PARKING PROVIDED: 6 ADA SURFACE SPACES (ALL VAN ACCESSIBLE) 6 ADA GARAGE SPACES (ALL VAN ACCESSIBLE) 253 TOTAL SPACES PROVIDED ON SITE ADT. LOW RISE APARTMENT UNITS, ITE USE GROUP 221, 6.59 VPDIUNIT TOTAL ADT:• 144 UNITS = 949 VPD STORMWATER MANAGEMENT- AS DEFINED BY THE VSMP PLAN SUBMITTED UNDER SEPARATE COVER WATERSHED: RIVANNA RIVER TOPOGRAPHY.- TOPOGRAPHICAL INFORMATION BASED ON FIELD SURVEY 63Y DOA:II,AlION ENGINEERING & DESIGN, LLC JULY 2017, AND CONFIRMED IN THE FIELD BY THE DESIGN ENGINEER AUGUST 2018. DATUM NAV988. SOURCE OF BOUNDARY* DOMINION ENGINEEERING & DESIGN, LLC, 0910712017 BENCHMARK. ° SDMH TOP ON SOUTH PANTOPS DRIVE = 416.72 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 STEEP SLOPES: PRESERVED STEEP SLOPES EXIST WITHIN THE PROJECT LIMITS. THE LIMITS OF THE PRESERVED STEEP SLOPES WERE DETERMINED BY THE ANALYSIS OF THE EXISTING TOPOGRAPHY FROM THE FIELD SURVEY AND GIS CONTOUR DATA. A PORTION OF PRESERVED STEEP SLOPES HAS BEEN FIELD VERIFIED TO BE LESS THAN 25% AND EXHIBIT HAS BEEN SUBMITTED UNDER SEPARATE COVER: REFERENCE "THE VISTAS AT SOUTH P&NTOPS CRITICAL SLOPE EXHIBIT" LAST REVISION 03/22/2019, P.E. SEAL DATE 03f22f2019, APPROVED BY ENGINEERING DIVISION 03/22f2019, FILED WITH SDP-2015-0008. SEE PLAN FOR LOCATION. FLOODPLAIN: A PORTION OF THIS PROPERTY IS LOCATED IN THE FLOOD ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. FLOOD INSURANCE RATE MAP NUMBER: 51003CO289D, DATED: 02/04/2005 NVGD 1988. LANDSCAPING: THE IMPERVIOUS AREA DOES NOT EXCEED 807o OF THE SITE AND 1S NOT IN AN ENTRANCE CORRIDOR (ZO 32.7.9.2(6)). SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. LIGHTING: D 3 000 LUMENS. WILL NOT EXCEED �IVIE 1. ALL PROPOSED LIGHTING WI , 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE APPLICANT/OWNER SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES, PROPERTY OWNER IS REQUIRED TO POST SWM-ESC-MITIGATION PLAN BONDS. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION) 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPERATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE AN STAMPED ENGINEERED DESIGN ALSO. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL, CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED 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 AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VD(DT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. IN tlTILITES 8 DRAINAGE SYSTEMS VICINITY MAP SCALE: 1 "=500 FEET RECREATION REGULATION REQUIREMENTS: MINIMUM REQUIRED AREA: 200 SQFTIUNIT 28,800 SQFT (<5% GROSS SITE AREA) MINIMUM REQUIRED FACILITIES: THREE TOT LOTS & ONE HALF -BASKETBALL COURT (ZO 4.16.2.1) PROVIDED FACILITIES: FOUR STORY CLUBHOUSE WITH SWIMMING POOL, DECK AREA, CHANGING ROOMS, LOBBY LOUNGE, TWO MULTI -PURPOSE ROOMS, FITNESS FACILITY, AND ROOF -TOP DECK. NATURE TRAIL WITH ACCESS TO RIVANNA TRAIL, TOT LOT, ROOFTOP DECK. SUBSTITUTION OF REQUIRED RECREATION AREAS AND FACILITIES - APPROVED BY DIRECTOR OF PLANNING ON 0912012018 CONTRACTOR'S RECD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 12) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS EMS NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE SONSIDERED TO BE "CONSTRUCTED 1N ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE DATE FOR. ___ ----------------------------------------------------(CONTRACTOR) UTILITIES 1. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 2. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTORS EXPENSE. 3. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 4. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 5. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 6. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 7. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. SHEET F : COVER SHEET SHEET F : EXISTING CONDITIONS & DEMO SHEET 3 OF 1 : STIE LAYOUT PLAN SHEET 4 OFLAYOUT PLAN - GROUND LEVEL PARKING SHEET5FUTILITIES PLAN SHEET F I GRADING PLAN SHEET F : ADA ACCESSIBLE ROUTE COMPLIANCE PN SHEET F : LANDSCAPE PLAN SHEET F 1: LANDSCAPE PLAN NOTE & DETAILS SHEET 10 OF 1: PHOTOMETRIC PLAN SHEET 11 OF 1: PHOTOMETRIC PLAN DETAILS SHEET 12 OF 1: TYPICAL SECTIONS & TRAFFIC ANALYSIS SHEET 13 OF 18,. SIGHT DISTANCE PLAN & PROFILE, RIGHT TAPER IMPROVEMENT SHEET 14 OF 1 : STORM SEWER PROFILES & CALCULATIONS SHEET 15 OF 1: SANITARY ARY E R & WATERLINESPROFILES SHEET 16 OF 1: DETAIL SHEET 17 OF 1 : DETAILS SHEET 18 OF 1 : DETAILS SHEET 19 OF: D ETAI LS I damn I F,IS FII',jG iNTERME71A -: -332- - - - - E::II STIi,IF +;,lY; F ERLIPTE W/ TEE _... E ;IS':ifVt; iPJDE% {':i`1TI 1'lJR 300 --- - FF'C'PO.;EG tG':�.IERIJfTE 1r1!` TEE w w LEXI_T!NF E HYDRANT E;CISTIPTG EDhlp- E F P: ':! EIvilENT "' EP PPOPO`=;ED FIFE HYDRANT PF,C)POSED EDI E OF PAE-i'11ENT EP EXIS I IP,,I4_WATER VALE ;.. ..._,..... __ [XISTIfTI" C;(I'- AI`vE) CUilE=R -� psi_ FF?0PI 5FD WATER VALVE-�-w w F'ROPCISED CURB A',1`,ID GJJ1T`=F: PRF_P( ED v%J'ATER `'vIETER � TEail`_I1IC'FROM . !_. r>LL-TGE --- RE It G- - _...._e Ft. - ' ER �'EDUC;ER w� w EXISTING STIOF1vi vtWE " E cp HAI1,1DIL AP RAMP r' r; -12) DENOTES L4',nTION OF 5TDVDOT - CG 1_ AND/OR DJFISDICTItJNAL Er,i'SFIi`.IF `;ANI Tr`'.fr''.`(,-;EII,NER M__s_.._- STANDARD RAMP i�t_a�laTR,_iC'T!C!i`! PARF:IN INDICATOR 12 ' OPOSED SAI'l TA,R `I L'``E_R F � t � t ND1�'=,.1CS ME rlUdlbEN OF rrEIc.AL PARKING SPA CES PR0PEP T ''r' UNE BErICHMA RK SE I' r' EIT T E_FLI AIL I_li`„11 t 1F CLEP,RIN1]" A',JD ,FOR GRADII,II.; ; VEHk_:LES PER IDA'( CI?Ui`TT 1,234 VPD I I, E'X- - r- I �T I I� „ =-RC>P� ;S,ED STREET `�,I,r MIE `'SIGIN FFr1F(-;I F[E FCT ELE`,`.,TiG;,i +12.0 EXISTING -w- r t1STir;G TREE PRI Po ED ,II;FI __- gF,,IIT, =1;s:fTHll_E ICIEf iTIFIER 0 FF.0PC-)'SEED I RE IJU ERIF II'TE T>" 0 A K .F' 18 FI: Ri,;i DF'.,rrll'! STRUCTURE IDENTIFIER DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. B. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. EROSION CONTROL ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REFERENCE 9VAC25-640-40. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. ES-7: ALL DISTURBED ARES ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNIOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. APPROVALS DATE PLANNING 1 ZONNING ENGINEERING COUNTY INFORMATION SERVICES COUNTY BUILDING OFFICIAL FIRE OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION ALBEMARLE COUNTY SERVICE AUTHORITY THOIMAS JEFFERSON FOUNDATION G z:z W sW z t z 0 110/2019 Jimmy L. Taggart Uc. No. 22841 $­0 4+� a xA L ■ ■ 3cc i .r #t EL 0 4 � a ., rr DATE: 11-25-2018 SCALE: NA JOB: SDP-2018-00085 FILE: 17,0110/18.0505 SHEET: I OF 19 R A If SF NATIONAL LWORk. �Pwt :1:4�:1g.'A 71 u <* 0 cv U) 0 r- M C) Z) M fn cq C4 W 20 cc u :z Z5 cc C) > rn Q 4K Lj L7 -1 1 5; w to CNq -4 11 co zKt M: 6 0 C� ftft to ov- zt < M't jr 9L 0 LrL CD C4 0 I Cri w z % 0 • TH op U b6/1 V1201 9 Jimmy L. Taggart 22841 1c. Noy. ONAL 0 z (3 Z > W C) rAL w LU rr < w 0 < LL CL 0 cr) U) CO C) Z E-4 < CL 0 c> U) L.L Fr C-1-5 Z cr) > z z w w r rr DATE: 11 -26-2018 SCALE: 1 ":50' JOB: SDP-2018-00085 HLE; 17.0110/18,0505 SHEET: 2- OF19 z 0 a Z� Lij LU 0 '01 1 1 1 ziz 0i Ct ... ...... . 0 z 4; ri i Do'TH op 70* A //66/101 Jimmy L. Taggart I ic. No. 22841 4r 'OG 1+1 IF ZONAL Cl) rL 0 z Z w z W D w tl < W F— n %Nor < n LL 0 U) Z 0 Z U- cn < f U) > < z w z 111,11MIR, M.- M SDP-201 B-00085 17.0110/18-0505 SHEET: 3 OF 19 a SUCH DEDICATION SHALL BE SUBJECT TO A RESERVATION OF EASEMENTS BY THE OWNER FOR - I I LA 2: 0- MITS OF UTILITY EASEMENTS THAT Ll DRAINAGE AND OTHER -�B U 0i, FIELD SUPPORT THE PROJECT AS SHOWN ON THIS SITE X- I /SURVEY PLAN OR ANY SUBDIVISION PLAN, AND FOR ACCESS K N SZ31 I GGARAGE R " i \ I CD —7 JT 114 1 :A : i,� , , , " —:, I : , , , , - -7 L I � 1�1� �� , I I - X�* :, � I I I : ��:? L ri,z� I I I , 2 #2 jGF.Tr% A PL I rN fl A K I C TD I I rlTl r% K I A K 1 r% k I A I K I TEL I A k I flV n C A k I V PROP, 5' PRIVATE NATURE TRAIL. NO TREES TO BE REMOVED IN CONSTRUCTION OF TRAIL. WEAVE TRAIL THROUGH EXISTING LANDSCAPE z I z 0104 i9l ch 110 d Z NwLITH Op 06/1 0'201 9 Jimmy L. Taggart Llc. No. 22841 U) 4t 0 z F- z wl _j wl I :D ui rr tt It Lu LL 0 vi co z F- D 01 < < 01 z u- < a: U) > z z w § r 0 SHEET: OF 19 SC ALE s` :. Y Zia LULU 0�0 Z;Z AIM 0jo U.0 aira) LU Q rn;ib z�� TH op y A %6/16//2019 Jimmy L. Taggart Lic. No. '�,p 22841sv ry.�`4yrONAL S'�-G5 l +il r • LU LLI i. ■ a aLL 0 ' 0 01 uiY i L.Li{Lii M ® `♦ M IM-WITBTAR67-yorIMM ® M t : M M L SHEET: OF 19 6-- - A 4 /I 20 0 20 40 60 SCALE: 1 "=20' NOTE; THIS EXHIBIT IS INTENDED TO DEMONSTRATE ADHEREANCE TO ADA ACCESSIBLE SIDEWALKS AND SITE RAMPS. ALL CONSTRUCTION INFRASTRUCTURE AND DETAILS TO BE TAKEN FROM THE APPROPRIATE SHEET ELSEWHERE. ���T d � P� � II sty Jimmy L. Taggart Lis. No. IL �vo 22841 4r 0NAL i 0 z Z > i < 0 w —J� cr Z Lu CL II ■ w LL 0: ii LL J •I� ■ ui f 1 •` ! • i`i ® ! I • L _..__.._ �Y * '� J C) C,4 05 R < C) 0 cc A cb > it V% LLi;z lu 5; r Li i 00 4 K it 0 CD LU 0 Q0 LL S Cc I I ku L-LJJ Lf) 0 C14 0 0 co 0) cc W L u u w z Z 0 0 ��TH Op pe 06/Ll 01 9 4 Taggart Lic. No. ■ 22841 z > w Z C\l —i 2w w < L.L W 0 0 CO Z 0 < z 0 UL < z z Lu cr DATE: 11 -26-2018 SCALE: 1':30' 1 1 JOB: SDP-2018-00085 FILE: 17.0110/1 &05051 SHEET: E DATE: 8 OF19�1 r DRIP LINE SNOW FEN BOARD FD REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING - } "X2" HARDWOOD TAKES JE DEAD OR DAMAGED JCHES. DO NOT PRUNE RAL LEADER. -ORCED RUBBER HOSE, )R TAPE, OR NYLON WEBBING HARDWOOD STAKE CE TOP OF ROOT BALL SLIGHTLY VE GRADE. EDD D HAE PWOOD CH MIN. 4 DEPTH) NO MULCH AGAINST VK OF TREE) TH BERM AROUND BED OVE STRINGS, WIRE, BURLAP A TOP 1/3 OF BALL UNDISTURBED SOIL ENCIN r AND ARMORING ENCE CORRECT METHODS OF TREE FENCING vV06 goo TRIANGULAR Source: Va. DSCW mars a.oa-Z TIREE PROT."CTION DETAIL PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRAI PROPOSED GRADING iftwom wpt � - MIN. 5' ---RE DRIPLINE IS LESS THAN 5' rIr■ IN 11r M CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. 111, Fairfax Co., Va., 1976 Plate 3.38-1 GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE ARCHITECT AND THE OWNER. 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 10. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 11. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 12. VERIFICATION OF COMPLIANCE: THE LANDSCAPE PLAN SHALL VERIFY THAT IT SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF SECTION 32 OF ALBEMARLE COUNTY ZONING ORDINANCE. C.rpumry°of Albemarle Cot>servat€oaa Plan Chectclist --'To lac placid on iaandscope Plans (Handbuok, lip 11I-°2S4-111-297 for complete specifkatiotas) 1. ^I`le fattvavl" i ert s rrlt s�wun �taa oittn» SZl Teas to bu sawed; Limits of elcaring; Nutstde dripline of ovcs. to be sta^t d), W- i.ocal!4tt ntid, t)rtf4 iPr'tt4'f]l"tive i„d}4ingst i (,"ktaclt troy Wells, w ivatti+, ICI plopioe d trruchini or irrivielltiit imyoml tilt limits orclearirrg. " "itt { rrttl tiro to lit aavrd shall tre Inalked sa'itr. print or riWr n cgt ae height cicrrti} rrdsihk to quipin"t orivatom, NO Pradini',:etrnll IV& until the. treee ntnrkta g, hitz buia 3aasgaected and approved by n-County^ Inspeelor. 3. Ere -co structturt con Lei Lncv. `!'ra: lxr�:serwratioaa arsd 17co',cct'cnia ra,t.�.turev soli !fie a4�vicwad �t•ittt tits c,antractux uctsi4a. 4, l�yvtnn tp nt tAta tit) 11Bnl ,510rwi i Hotivy Kitipawit, vCtoul laf trot is an i 9t xA� ol-cotastrttattoat oral tikal; ircnidiii? wait shall net ha permitiod withinthe rirliit¢a rr' teas to lw, saved wet erwattr Dattation M.,vicitst Gil Saech devices shntl ttc± a dvcrs 0y s3fect trees to ha savcd. Ca. F'Irrs: l Pssn:, am riot rervahicri within 100 fi kt aftim, de-iOn,rs �. orhf ccs-trz be saved. 7. Toxic hia,,,, ittterr:ris: . Toxic tuM,-ials stiall oot by storcd trithin 1W f"t of tlac driplinc of trees to tic srvcJ. �.. Fryitiv:tkyR Ferie4n�+:. 0 Trees robe retrSn-d µhim ,P) „feet o"a pr opa--d building at guidingactivity shalt be prutcctcd by ferminp. l t'ern:iog shell trc In place and Steen be i nsiet ct and aprirovcd by a {;ouxu Inspwor prior to grad; rigor constnesticsr. 9, 'Tret'Welts.. 'ashen the gTriund lever anust ba raised svithan t o,dripisre t fi x true ao be savers, a true w6i dealt he grov ided and a canstrrvtion datali subnaittrd for aapprovai. 1'I. Treear AIII. 0 Wlszn the lss,und lcvel crust be Iate`=d w ithin tht dripline a tree to lee stw!d, a arc trall shall, k, providcd and a c rnvinictlon detail submitted rc;r appfuval. IL Tratighing and`[unnetln l Whvt n rt iting; is requirrd w0hin the litaniss "reteadog, it shall tse donc, "Is rar way, ricer: the rvuirk: of Imes .as vossiwc, Themel ins rttrttrrr w leu,;c trr� ztltnll pe u�rnsldereci a5 tie pitcrnntiye �tkrerz it is artpelpotud rdstttna�.cssaraa trertahSn� vvtli cieatraky fettslcc rara[s, 11, �;leyL lid 1'etatsstiie istapitaµ trtri94 5cOlio last 'stomas r:~:rx>ved <iurlar},r the finicl cluateu}x.. 13, artn J s' 1)rs¢taifla;el trece shtalf lac tr�<a4e�t iittctl::dcetniy ray is tt-eara�,, f'ca"xiiiznt[vata tar cattacr tttcttacd,� rot;esrnrnanc4vd t?y a true slrcclalist. i'§C?'i"E;ITTtS`PFIE DEN FLOP fR.'S(t PONli3lf.l1V10 CON la'Rit. WITH THE CON't'1tAC71`:11tt"A%TAF,,1�f`tifitSElf"k'ATiON It r1t) t ! 114 RIM W,Pt't'.4. p;3ae I of c PLANT SCHEDULE # Latin Name Common Name Cultivar Category Evergreen Deciduous Form Mature Size Min. Plant Size Spacing Canopy Total Ca Zone TREES 8 Amelanchier canadensis Serviceberry White Pillar Ornamental X- Sun 25' H x 16 W 6- T B&B ASOP 130 1,040 4 to 9 2 Betula nigra Clump Rimer Birch Heritage Large Shade X- Sun Multi -stem 40' H x 30' W 10' - 12' B&B ASOP 397 794 4 to 9 12 Ulmus parvifolia Lacebark Elm Allee Large Shade X- Sun Vase 50' H x 35' W 1.5" - 1.75" Cal. ASOP 366 4,392 5 to 9 2 Ulmus paNfolia Lacebark Elm jAllee I Large Street X- Sun I Vase 50' H x 35W 3.5" Cal. 150, O.C. 1 4831 966 15 to 9 SHRUBS 2 Aucuba japonica Japanese Aucuba Rozannie Broadleaf X- Shade 4' H x 4' W 18" - 30" H ASOP 20 40 6 to 10 2 Daphne odora Fragrant Daphne Aureo-marginata Broadleaf X- Shade Variegated 4' H x 4' W 18" - 30" H ASOP 10 20 7 to 9 11 Ilex glabra Inkberry Shamrock Broadleaf X- Sun Compact 3' H x 5' W 18" - 30" H ASOP 23 253 S to 9 6 Myrica cerifera Southern Wax Myrtle Pumila Broadleaf X- Sun Dwarf 2' H x 3' W 18" - 30" H ASOP 44 264 7 to 9 11 Prunus laurocerasus English Laurel Mount Vernon Broadleaf X- Any Dwarf 2' H x SW 18" - 30" H ASOP 10 110 6 to 9 2 Viburnum utile x burkw. Conoy Viburnum Conoy Broadleaf Semi - Sun 6' H x 8' W 18" - 30" H ASOP 18 36 6 to 8 Total Canopy 7,915 SCREENING 14 Osmanthus x fortunei I Fortune's Osmanthus Fortune I Broadleaf X- Any 1 1 120- H x 20' WV 18" x 30" H 15' O.C. 1 991 1,386 17 to 10 STREET TREE CALCULATIONS SOUTH PANTOPS DRIVE - LACEBARK ELM 90 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE f 50 LINEAR FEET = 1.8 STREET TREES REQUIRED 2 STREET TREES PROVIDED LANDSCAPING REQUIREMENTS FOR PARKING LOT PER Z.O. 332.7.9.6: MINIMUM LANDSCAPING STANDARDS: 5% OF PAVED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED. AREA BETWEEN BUILDING AND PARKING NOT BE COUNTED. TOTAL PROPOSED PARKING AREA 40,482.89 SF (0.93 ACRES) REQUIRED PARKING PLANTING AREA: 5% OF 40,482.89 = 2,024.14 SF (0.05 ACRES) PLANTING AREA PROVIDED: 4,611.49 (0.11 ACRES) PARKING LOT TREE REQUIREMENTS REQUIREMENT: 1 LARGE OR MEDIUM SHADE TREE PER 10 SPACES SURFACE SPACES PROVIDED:127 SPACES TREES REQUIRED: 12.7 TREES PROVIDED: 12 LACEBARK ELM TREES + 2 CLUMP RIVER BIRCH = 14 TREES SCREENING TREE REQUIREMENTS REQUIREMENT: EVERGREEN TREES OR SHRUBS SHALL BE USED TO SCREEN PARKING AREAS FROM ADJACENT RESIDENTIAL AND RURAL AREA DISTRICTS. TREES PROVIDED: 14 FORUNES OSMANTHUS TREES TREE CANOPY( CALCULATIONS PER Z.O. 32.7.9.8.(0).3: REQUIRED MINIMUM TREE CANOPY = 15% GROSS SITE AREA: 15 % OF SITE AREA: 13.31 ACRES 2 ACRES (86,967.54 sf) EXISTING FOREST SPACE TO REMAIN ON PRESERVED SLOPES: 9.52 ACRES CANOPY BONUS: 9.52 ACRES * 1.25 = 11.9 ACRES PROPOSED TREE CANOPY: 7,915 SF (0.18 ACRES) TOTAL TREE CANOPY PROVIDED: 12.08 ACRES LANDSCAPING NOTE: ALL EXISTING LANDSCAPING ON THE PRESERVED SLOPE IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS TREES. r s 0, X I k, �4 ",o 011 0.� 01 N x, ilY E lo U % % v '4141 J J 'p Q r - Q 0 , , I . , - I - I �, r- . v M - r , , r , , e q Rl j 0 �j f j j 49' 4, 0 4., A, q qp Y q0 �w 0 qd it, j q, q0 �41 q 4 �Q" r Q R, 4 J" qi A' Q�? A" q0 .. ...... - - - - - - Y'l i�l FA Q '9 v ""Z y Q J�Y j 14 -90, 4"`j�ro 54 .2 A e Q Q- Q'. 44 \q, lZj OP j Rp 0 40 04 X 041 qF .0 V R? 0.0 , 4, q0 Rp 01- q" 'to lfr Qj q; qlp qa A Q0 �jU�, V r Q, 1 r , I Ql? I q��,F q qj R0 y QQ 90 Ail Q4 QL? Ro? q� qp .0 lk, a"? 0 e f; Q, 04 a ? q. qR q.-, Q ;- At q Q.? a.- Dy Q, Rp A , i 4, �i , - �-,l )l I I Qj I I Ike R.? j. I Qo _Y4 Qq o. -1� ma I 4?, Qf" 0 %F4 4,�Z, g-, Q q, a qQ , '? alp I qj I,", x Qj -?a ql i17r, q. Ro Q —w--L % ol? AAL Q, era T �q WQ 0 4 1* - �, 1, A Me LIGHTING LEGEND A? A� U- '2o, Q J/ 2.5 FOOTCANDLES M, 1 40 4,, *:!Q -0 Jg q, 71 �'®r f 2� .. ........ p A g 17�, 1 0 FOOTCANDLES T k I � I — & , " L � —t .,� 'r - _ _q , . Q o 'Q, -_tr �', , r -- —4�, �- - , 1 0 � E, 7� i Rj J 4t qj qQ; A, o Qp� -- ----- ol "$o 0.5 FOOTCANDLES 41 A? o .. ..... ...... . 4. GENERAL PHOTOMETRIC SZ: T CITLETULE AVERAGE FOOTCANIL 2.22 MAXIMUM FOOTCANDLES 37.3 MINIMUM FOOTCANDLES 0.0 MINIMUM TO MAXIMUM FC 0.00 RATIO MAXIMUM TO MINIMUM FC 37.28 0.00 RATIO AVERAGE TO MINIMUM FC 2.22 0.00 RATIO 0 COD (n 0 :D CY) at c\l 4- 'N cl < -n 20 03 ir 0 > 'K llyz ZF cc w w Q �K 0 Cl -j c\1 M cq �K < u) 1(6 0 CD C\l I COS. 0.1 ca < c"t) 14 0 4. rr 0 LL CL tu Lo w C) c\l z 0 L4- 2 Lu- Z w z 0 Lu Lu z z uj LLj 0 0 z u Lu 9 0 A r� z ��lyn OP 06/1 �01 9 c Jimmy L. aggart Lic. No. 22841 p 0 0 K A L z (D 11 Z > < w _j 0— C\j z 7- 2 LLI LLI CL D jr < < Lj- W 0 0 CC) U) Z F— :) F=4 0 < 0 C) E--4 LL < > z z w > a: IL ?MTk K, Im rlympfe mfaui�%!Qf;, WAIAP"I TrOultral data kjo!�4 Tvtrflcn data 610 �� � 1� ::�:! 5 9 08 !?ark Er��,ue 5�vv WIF W, 1? SF kf�� b Cr,rwvctu le"M A 41 vl' tjauinwls,� "tJ f 5, P'n ubt "o LC Li9h, 7PR 7 p;n PQ'kwit+�u, mfiol ovahl,�d SWP-M40P,' �46,5yw w4h Sff4c? q'm VMW OF a-�JIF Nw.: $wuss M YK s7ftwom wt (�Hon.cy 1-4 RWA A0.0 I - AsWIR& QT14 r,'�APW a� n1--'0qh1 19 5WTA 5 Ska�,?�c Wh dwv%' tAk C"'I or 4, vw 1, 011 fi'RiiiuIl9S etAD-02! [JR, U,� fil q •A -530 oove ool, dr, etudeL i rn e n rt I n e v,� i c L M - 2 1 L 13 k 10 3 CC2 Ckl i . . .. ......... . . . .. . blk- 6* ao OK WIRAMEA wis(AIE Wem,.,J (LED L* k 1,90 �;1GRX004 WH mh AD4V AW-��O% ootoul SOMA TL FWWR Module CC Custom toki, scl-&F �ftw v1qe fav 1,11 fafty LED fniluc-- la it U,34z FAI(brah LL iU: �%j It QW, WD fail u falt 0.1 I (oskit UNIF Kaugft fn&,b, Y.W, SCE-40 L7w valtzre grnser loi 31d yam I 1,4,jt avaFiok• Wjffi 5qN, xijA 5IN di s trmt mw 7e, t iffier "o, �m�,,gFf owlti� cTrds dD. im. f�i moundic 4"itak ,n� ��M%, OF --------- r[JoWmirb ff ba&rwdro.-� t,�*xs- T m w. A "ow 1,wE 3t tune "A onle.r.t.JA f IL;lc54 ror rour tgoc-nal cjr�'��f,,,; �n I'lic Ell CO Cal n(JIon: I20vf6oH1%27TVi ofmiunce., Cprrora�m "m rml��,a 1pa�l oo� cg, "Jes n6'wo I, click nve Kp I SA k di.ix h�e,k rA-� INY&M Vql 1,nervc: hQ rigb, t 9 r-,, 4x tc0mrd liva rv,',�urvt dw, ri"j0" fic, Im1kc, "'Tht, -Aorf�-� 'I Not aq4w, k- dkinbut-ols gr HDL upp and olFl dn��gn K an J drn�g I P Rim Lgh ung m5eewc, 6�� q!v ec �hanq� tvr-hou� ljo�ke_ 5 f;dirico- 1.201; 09.11.20',) CvI�nt -mion -jrwv ytzrtou �jntltI VM' Cal �jjcicr 0 ZU I F, KA N1 Lb HIM rtC, 77K ft,viland -Lreet - U�y oflhdvs°xk, 1 6% 91744 F. Ra) 6 rk+ 2W P., A� �w Y�u, rc! o. r-o-mj'33-3,010",13 )rj I 1p DATE: 11-26-2018 SCALE: NA JOB: SDP-2018-00085 FILE: 17.0110118.0506 SHEET: OF 19J 17A 5' or 6' ,oncrete Sidewalk 4" - 3000 PSI 4" VDOT 21 A OVER COMPACTED SUBGRADE 5' or 6' -)IDEWALK DETAUL NOT TO SCALE WIDTH VARIES 6" COMPACTED SUBGRADE 6" VDOT 21A 95% COMPACTED DLTMIPOTER PAID DETAIL --NOT TO SCALE -- -- 4,000 PSI Concrete 1 0" #4 Q 12" EACH WAY 1-1 TUIRI �� LANE ARRIA ��T �lI`����LJI_ I Traffic Calculations Proposed Use: Three Residential Apartment buildings, 44 one -bedroom and 100 two -bedroom buildings = 144 total units. On South Pantops Drive - Urban collector. Design speed: 35 mph Trip Generations ITE CODE: Low Rise Apartment (221) ■ Weekday = 6.59 veh/DU/day ■ AM Peak hour = 0.46 ■ PM Peak hour = 058 ■ AM in = 21°! • AM out = 79°! ■ PM in = 63% ■ PM out = 37% • Total Generated Trips: ■ Daily = 659 x 144 units = 949 VPD ■ AM Peak hour = 0.46 x 144 = 66 VPD ■ PM Peak hour = 0.58 x 144 = 84 VPD ■ AM in = 21% x AM Peak hour = 21% x 66 VPD = 14 VPD • AM out = 79% x AM Peak hour = 79% x 66 VPD = 52 VPD • PM in = 63% x PM Peak hour = 63% x 84 VPD = 53 VPD ■ PM out = 37% PM Peak hour = 37% x 84 VPD = 31 VPD Estimated Traffic Splits leaving The Vistas ■ Eastbound: 62% Right towards State Farm (Estimated mimicking traffic on Richmond Road) ■ Total VPD = 62% x 949 VPD = 588 VPD ■ PM Peak Trips = 62% x 84 = 52 VPD = PM In = 62% x 53 VPD = 33 VPD ■ PM Out = 62% x 31 = 19 VPD i Westbound: 38% Left towards Riverbend Road (Estimated mimicking traffic on Richmond Road) ■ Total VPD = 38% x 949 VPD = 361 VPD ■ PM Peak Trips = 38% x 84 = 32 VPD ■ PM In = 38% x 53 VPD = 20 VPD = PM Out = 38% 31 = 12 VPD ■ Truck Volume: 1% (Estimated -residential community) Existing Traffic on South Pantops Road ■ AADT = 7270 VPD (2018 VDOT study - 6849, plus 1% population growth until 2024) ■ 2&4 Tire vehicles = 99% = 7197.3 VPD ■ Directional Factor (D) = 0.62 = 4507 VPD in Eastbound direction (mimic Richmond Road) ■ Eastbound is "Opposing" direction for left turn analysis study ■ Peak Hour Factor (K) = 0.0922 = 670 VPH (mimic Richmond Road) Left Turn Analysis ■ Westbound is Advancing direction = Design speed = 35 mph ■ AADT = 7270 (see above) ■ Peak Hour (K) = 0.0922 (see above) - ■ Peak Hour volume = AADT x K - 7270 x 0.0922 - 670 ■ Advancing Directional Factor (D) = 0.380 = Percentage approaching site in direction requiring left turn into site ® Advancing Volume = AADT x K x D = 7270 x 0.0922 x 0,38 = 255 VPD ■ Opposing Directional Factor (D) = 0.62 = Percentage approaching site in direction requiring right turn into site ■ Opposing Volume = AADT x K x D = 7270 x 0.0922 x 0.62 = 416 VPD ■ Left Turn % = 20/255 = 8% Left Turn Conclusion Using 416 VPD opposing volume, and 20 peak PM In Westbound traffic; an advancing volume of 380 VPH is the warrant figure requiring a left turn lane. Therefore, no left turn lane is required. (Ref. VDOT Table 3-1, adapted from 2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23) Right Turn Analysis ■ Eastbound is Advancing direction ■ PHV Approach Total = 416 Peak hour volume approaching site in direction requiring right turn into site ■ PHV Right Turn Volume = 34 (PM -In trips from advancing direction, see above) Right Turn Conclusion Using 416 VPD approach volume, and 34 Right turns into site, right taper is required. (Ref. VDOT, see chart) Sight Distances: Source: VDTO Access Management regulations, Appendix F, Table 2-'2 Posted Speed = 35 mph Intersectional sight distance He = 3.5 feet, Ho = 3.5 feet Available SDR = 400 feet (estimated) Available SDL = 400 feet (estimated) Required SD = 390 feet (Source: VDOT Access Management regulations, Appendix F, Table 2-7) intersectional SDR is OKI Intersectional SDLR is OKI 0 Classification 811%surface Min. Design tither desigv. requirements width Pikgirmittit considerations C`las4 B .. type Earth, nitalch: eial_rtigh tO 20% inZtxiMUln TTa l breaks to 1 Ptirrati` e or stone dust mark the grade (tills is aT prevent ef osit'+11, with 11, ttrre trt'i t location Ininit13tim impact foot bridges over 1'}c1.t'$tr�. trail) T11c1 ill'rlbst.ttYtes Class B -type Stone Giusti 5' surface t0% M aximurn 1}r0inage d sigri its 2 high- gravel, or l an.witudinal given bclow anaintenance equivalent grade, 2�4 pC'tff;,+`..l.rl:::n 3iena:i- 7Auxillnufn cross - Path POTr lane;Tlt grade, 14urfai C laSs A type 2" aspb It 5' surface 10`'rn niaxii-mira. Drainaye design as 1. low- over 4" ltllagiludinal gibcll bt�low .cal11tQ1 aT1ge *T_9Vgg;RtQ g1`a&, 2% pe~dcstrlan base alzaximur" cyoss- Pat grade Mass A - Ly-pe 2" rasphidt 2 Joe - over 6" 1,113intm anc a ggl g�tt multi -use, base s arcd use 10, Grades to be Drainage design a's sui-trace ADA. acccssihle. Bor a public :road and 2' cleared sbould4'rs WARRANTS FOR LEFT TURN LANES ON TWO-LANE HIGHWAYS VPH ADVANCING VOLUME OPPOSING.n VOLUME 5% 10°low� 20% 30% LEFT TURNS LEFT TURN LEFT TURNS LEFT TURNS 0-MPH D 'SIGN SPEED* 800 330 240 180 160 600 410 i 305 225 200 400�� 510 n Ye640 yY 4 275 245 2000 470 350 305 100 720 515 390 340 50-MPH DESIGN SPEED* 800 280 210 165 135 600 350 280 195 170 400 430 320 240 210 200 550 400 300 270 100 615 445 335 295 60-MPH DESIGN SPEED* 800 230 170 125 115 600 290 210 160 140 400 365 270 200 175 200 450 330 250 215 100 505 370 275 240 TABLE 3-1 Source: Adapted from 2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23 * USE DESIGN SPEED IF AVAILABLE, IF NOT USE LEGAL SPEED LIMIT. OPPOSING VOLUME (VPH) 4- ------ -01 ADVANCING LEFT -TURN VOLUME (VPH) VOLUME (VPH) Example: Two-lane highway with 40-MPH operating speed Opposing Volume (VPH) - 600 Advancing Volume (VPH) - 440 Left -Turn Volume (VPH) - 44 or 10% of Advancing Volume With opposing volume (VPH) of 600 and 10% of advancing volume (VPH) making left turns, and advancing volume (VPH) of 305 or more will warrant a left -turn lane. When the Average Running Speed on an existing facility is available, the corresponding Design Speed may be obtained from A pelf l c A, ectiorl A . TURN LANE WARRANT CONCLUSIONS: 1. NO LEFT TURN LANE OR TAPER REQUIRED. 2. RIGHT TAPER LANE REQUIRED - WILL BE PROVIDED Right Turn Warrant Chart MSC- South Pantops vistas 4-May-18 12i? +iffr1f�t,f'44*0. iCTQ FCXtL 1tYI aTitTURN LANE TAPER Reaul;tD VIM", ' 34 VPH ' •. vo NUN 4 .` �. Pit'! 40 l e wr NLANAES NO TUR, 20 OR TAPERS REQ17TRED� - _,. • y ..,rim., ...�.... ,��,,,.-. 100 200 LIDO 400 ? Soli 600 70 PHv . PR C" Tl o,r okL,, VEHIC11---S P FA kiOUA Aplarcipriate Radius required at all Intersections and Entrances (Commercial or Private), LEGEND PHV - Peak Hour Volume (aiso Design Hourly Volume equivalent) 415.6 Peak (VPH) 34 Advancing Vol. Project: Date, - Street (or sarction): Testing Firm: Tasting Dat+e(s): Design ADT Average Dally Traffic, or VPD: Present Year: design "ear: Grow0i Rate Design ACTT at Design Year: Percen Trucks: Design Traffic Volume: Design Pavement Index: AI AIAI-rA IKI Mfl C"I T111r- MM AIAI Ar- TRAIL DETAIL (CLASS B, TYPE 1) NOT TC SCALE - ---- TRAIL TO BE CLASS B, TYPE 1 PRIMITIVE TRAIL IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL 4" 3000 PSI VDOT ST-D CONCRETE CG-6 4" VDOT 21Af, STONE BASE STONE BASE 62' CONCRETE 0 5' SIDEWALK 18' MIN PARKING 39.5'MIN Flexible Pavement Design Evaluation Worksheet 2018'. 0 " sas.... 14,6 Surface Aspiiail Concrete (S&1-2A,B, orC) (Superpave SM-9.5A) Prime R Double Seal or Blotted Seat Surface Intermediate Asphalt Concrete (IM-1A or 113)(Superpave [M-19_CA) Base 1 Asphall Concrete (BM 2 cr 8N1-3)(Superpraye BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface Untreated Aggregate (21A or 216) Cement Treated Aggregate Cement Treated ;elect Material, Type 11, min. CBR=20 Select Material Type I & If, non -plastic, ruin CBR = 30 Select Platerial Type 11, non -plastic, r in CFR - 20 Soil Cerrent Ceinent Treated select Material, Type 11 Cennen& Treated Select Borrow Base 2 Untreated Aggregate (21A or 216) €'ernent Treated Aggregate Select Material Type i, non-piast;c, min CBR = 30 Select Melerial Type I & ll, neon -plastic, ruin CBR 20 Sail Cement Solt Lime Cement Treated Select Material, Type Il Cement Treated Setert 9rrrvei MINIMUM 77' POINT OF FINISHED j GRADE I 1 5• SM-9 5 BASE ' 4" BM-25 4" SUBBASE (VOOT 21A) 13' MIN 13' MIN TRAVEL LANE TRAVEL LANE 37.5'MIN TYPICAL PAVEMENT SECTION VISTAS WAY 949 VPD 3 . Measured CBR Average: 6 Design CBR: 4 _ Resiliency F'actc,r f Soil Support Value 4 Total Proposed Thickness Index:: 14.8 1.OK Material Fquivalency min. Max. Thickness, (h) Yalue,7(a)Inches, Inches via x h) 1.6 2.25 1.5 3 3A CJ 0,84 O.0 0 2.25 2 2 0.0 4 2.25 3 9.0 J 1.60 6 0.0 0 1.00 6 8 0,0 0 1.67 6 S 0.0 0 1.50 6 a 0.0 0 0.84 6 8 OX 0 , 0,60 6 8 0.0 0 1,00 6 8 0,0 Q 1,17 6 a 0.0 0 1.00 6 8 0.0 4 0.50 4 8 2 it U 1.33 4 a 0.0 6 1,00 6 s 0.0 0 0,9:2 6 a 0.0 C3 1,17 6 8 0.0 (i 1.00 6 8 0.0 Total Proposed Thickness Index: 143 VDOT ST'D 4. 3000 PSI CG-2 CONCRETE V VDOT 21A STONE BASE la' MIN 1. 6' _ PARKING CONCRETE 0.5' SIDEWALK CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF 'REDLINES: 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICAlI0N5 HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING , 7. NEVER REMOVE OLD VALUES OR DETAILS JUST REDLINE OR 'Cu THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. s. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO TION, INSTALLA110N, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, FABRICATION, EREC SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) lo. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMA1ON ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN 'REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT `REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE FOR: DATE (CONTRACTOR) J 1p<_TH op 4�O r 'y / 'IJ � 36/10 2019 Jimmy L. Taggart Lic. No. 22841 .o�Q ,�yry __OSIONAL '� to r • a it a •f � alp D` f i ffi• fmilli1 f 47 46 46 4E 4E 44 44 4 2 4 " 4: 42 41 41 4 C 4( 0 .......... . ..... ---- ---- 5 . . . . . . . . . . . -_--_- -- -- 0 ........ ... ------- -- - - - ---- ...... ------ . . ......... . ............ .. ... .. . ....... -- ---- --_----_--- . .......... 5 0 - - --- ----- . . ...... .. . ......... .. .......... . .. ... .... . -- - ----- ....... . . . ... .. . . - -- _ - - -- - - - . . . . . . . . . . . . . . . . . .. . . ... . .......... . .. Y .0 ........ .. ...... . ........ . . .. .... .... . . .. ........ ......... . - ---- -_ --- --- -- ---- ......... .... 15 10 . .......... .. ... .... . ..... . .. .... .. ........... .. . ...... .. .. .......... ... ... ........ ... 15 ..... ..... . .... .... . .... ... . ... .. .. . . ... . . .... ... . ... .. ...... .. J DECISI N ....... . ... 10 ...... ... . - .. . . .. . .. .. . . - - - - - - - - - - - . . . . . . . . . . ------ _F -15 H T-OF EYE, ........... ....... ... E 'S N GRADE ......... . XI T1 G ------- ..... - 5 ..... . . ... . - - - - - .. ... ..... 0 ... . ....... . ... ..... .. ... .. . . . . . . . . . ... .. .. . .. .. .. . ... .. .. ...... '7 i ... .... .. ... . . . . . . . .... . ... . ...... 7 . ....... . 1, - L 1, � I _RAP`E­ .... ....... ......... . .. - - - - - - - - - - - ... . .......... )5 .... ...... . ...... ... . ... ... .. . ...... .... ........ ... �35 HT OF-O8,JE(;_T___;­ Djls�A, 390, ... .. ... . . . . . . .. . .... .. .... ... . .. . . . . . . . V51 ......... . . ..... . ..... ........ - - - - - - - - - .... ...... . ...... - - - - -- - - 15 .. ........ .... ...... .... . . . . . . . . . . . . . . . . . . . - - - - - - - - - - )o —EXISTING GRADE-'' - - - - - - - - .. . .... .... .... ... .................. ... . .. . .. ...... ... .. . ... .. . . .. . - - ---- ..... ..... .... . ..... .... ...... .. .. . . .. . . . ... .... ......... .. .... ...... .. ........ .. �5 ........ ...... ... ... ... .. .... .... ... . . .... ...... lPl- . ...... . .. ... ... . ... . . . . .. . . - ----- t 0 . .. ...... . . . .... 3400 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 SIGHT DISTANCE PROFILE VERTICAL SCALE: 1"-910' HORIZONTAL SCALE: t"=60' C-i RIGHT TAPER tMPROVEMENTZ0tGHT MSTANCE PLANIIEW W 'IT A2 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 390 385 380 rl <* 0 CM CD Z) 0) C%l M CM n 0 45 Ir @) u Of* E 0 o Ix iz > Lj_ -Z 14C w Cn it -1 p fj 5; ;7� r,00) CL Z U) it-% W 00) r- W. U 'K 00 'IVAN -. _j cq jr �4:t a: cy 'K LO z =6 0) N C) t < CIO " 14 %_j LL Ir 0 0 LL it -j 1 4. W Lo 'K cq C) z 0 C-) ui z 01 0 04 % A I � 4 iz� L.0 LU z oi ol v zizi 5 =5 0 o C) CD I= < 0 z z 0 w Z -17 _j wl LU C) in, -1 < 0 LL 0;! co Z < < 01 0 LL > z w z > r DATE: ­1 11-26-2018 SCALE: N.A JOB: SDP-2018-00085_ FILE: 17.0110/18.0505 SHEET: 13 OF 19 Horiz. Scale: 1"=50" Vert. Scale. 1"-10" 420 420 415 � v 415 4-10 _. . o 410 -. 405 _ ... - _... _ _....... _ _..PROPQSED_GRADE. _.___ _.. __ .._..._.............._. 4:6 HGL 400 395 ...._ .._ ._.. _.__- __.____ --- -- ------- _..._. ..... 395 ._- l8 �HQPE...�-(}.�0�..,, . _.__ .. .:....::: __ .. /,. _ ...... 390 ..._ _...._ ... _.. _...... _�._ . ,. . _..68.8T 390 _..... __.... __._..._ ......._.._....kT511NG GRADE 385 _ _.. �, _.. ......... . . .__ _ ... _ _ . ......_ ..._ 385 .__ _. �.._ _. 380 _ _ �_�._4 ._ . SANITARY IMERAL . _ . . 101.1 _.. 380 t- -- ra rn -- _.. oP rn to CO _0). �..� 375 ___ �-, t.�..�J..�^, _ ..,n + 375 a -I f)- 370 368 c Z. 2! z..._-___ _.z__.. .__ _. ... __ ._. _�!? ._ _- ._.___. _ ...._._ _. _ _.___.__ _._.,_ _ .._..., __ _____ 368 12 7513+DO 14+00 15+00 15450 STORM SEWER PROFILE (15 r � Horiz. Scale: 1"=50" Vert.. Scale: 1"=10" i�r«_= 435 435 430ycsk _ ._,. cs�. .. 430 tin m 425 ...._.._.: IJ_ I _ .. _ ._ 425 ..._ ...,.. .,. .0. 4.J ..< _. e _ ...... ... _ pRDliasm GRA E... _... 120 EXISTING GRADE 420 415 _ __ . _,._ o_ �. 415 410 ...... _.:.. _.: 410 44.99' -.1 HDPE 0-1.16 405 _,� _ 1405 __. o C„ 400 ....... ___ _ ..,.._ _. _.. 400 Of Of- 395 �, r., u, . _. . 395 T + (I ¢..d u 390 ........... _... _gin , il._ II ..., ...IQ . ....::. 390 O _. _.. 385 385 9 50 10+00 11 t1iD 10 STORM SEWER ]PROFILE (EXSDM_H_[ _-_� 11)_ Horiz. Scale: 1"=50" T Vert. Scale: 1"=10" ALL MANHOLE STRUCTURES PLACED IN FILL: CONTRACTOR SHALL PLACE FILL UNDER INLETS AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" INCHES THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8' x 8' O.C. COMPACTED 21A AREA CENTERED ON THE INLETS. CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8' X 8' O.C. 21A STONE BASE IN INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLETS BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING, CONTRACTOR SHALL PROVIDE VDOT WITH COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. Channel Repoirt -- - - ------ South Pantops Driive Curb out to channel Trapezoidal Highlighted Bottom Width (ii) = 1.00 Depth (ft) = 0,22 Side Slopes(z:1) = 2.00, 2,00 a (,is) = 1.590 Total Deptil (ft) = 1.00 Area, (sgfit) = 0.32 Invertee'� (ft) = 372,00 Velocity(ft's) = 5,02 Slope I%) = 3300 We' led Perim (ft) = 1.98 11-value = 0.0bu GO Depth, Yc (ft) = 0.34 Top Width {ft) 1.88 Calculations EG, (ft) Gkl Gomputoby: Known Known Q (cis) = 1,59 'I. Bev (1t) 373.OQ a72.50 NZ.+h1 3Z1.5U section ?, a A a 5 Reach (fl) Depth (b) SOUTH � 1�T PI I I TE TYPI�l-,AL �H NNhL-)ECTI N CHANNEL DESIGNIED FOR '25-YR STORM (NTS) AREA DRAIN AREA RUN-OFF COEF. CA INLETTIME RAINFALL RUN-OFF, INVERT ELEVATIONS LENGTH SLOPE DIA CAPACITY VEL FLOW TIME, MINUTES FROM POINT TO POINT ACRES C INCREMENT ACCUMULATED MINUTES IN./HR. CFS UPPER END LOWER END FT % IN CFS FPS INCREMENT ACCUMULATED 15 14 0.23 0.80 0.18 0.18 9.75 5.57 1.02 395.09 394.50 98.4 0.60 18 8.84 3.34 0.49 0.49 0.012 14 13 0.10 0.84 0.08 0.27 10.24 5.57 1.49 394.40 393.99 68.9 0.60 18 8.80 3.69 0.31 0.80 0.012 13 7 0.20 0.92 0.18 0.45 10.55 5.57 2.52 393.89 393.65 40.2 0.60 18 8.81 4.24 0.16 0.96 0.012 12 11 0.34 0.42 0.14 OA4 5.00 5.57 0.80 416.12 410.44 79.9 7.11 1 15 18.71 7.62 0.17 0.17 0.012 11 10 1.13 0.53 0.60 0.74 5.17 5.57 4.13 410.34 406.15 41.3 10.15 18 36.35 13.46 0.05 0.23 0.012 10 9 1 0.13 0.40 0.05 0.79 5.23 5.57 4.42 406.05 401.37 155.9 3.00 18 19,77 9.07 0.29 0.51 0.012 9 8 0.40 0.84 0.34 1.13 5.51 5.57 6.29 401.27 395.63 96.0 5.87 18 27.66 12.91 0.12 0.64 0.012 8 7 0.47 0.88 0.41 1.54 5.64 5.57 8.59 395.53 393.65 46.8 4.02 18 22.88 12.20 0.06 0.70 0.012 7 6 0.00 0.00 0.00 1.99 10.71 5.57 11.11 393.50 391.94 53.75 2.90 18 19.44 11.41 0.08 0.78 0.012 6 5 0.31 0.90 0.28 2.27 10,79 5.57 12.66 391.84 39154 29.83 1.01 24 24.64 7.86 0.06 0.84 0.012 5 4 0.11 0.72 0.08 2.35 10.85 5.57 13.09 391.44 384.81 74.38 8.91 24 73.37 17.31 0.07 0.91 0.012 4 3 0.48 0.85 0.41 2.76 10.92 5.57 15.37 384.71 383.47 32.67 3.80 24 47,87 13.55 0.04 0.95 0.012 3 2 0.00 0.00 0.00 2.76 10.96 5.57 15.37 383.37 381,96 44.79 3.15 24 43.60 12.67 0.06 1.01 0.012 2 1 0.34 0.89 0.30 3.06 11,02 5.57 17.05 381.86 380,06 11.23 16.03 24 98.38 23.67 0.01 1.02 0.012 1 OUT 0.00 0.00 0.00 3.06 1 11.03 5.57 1 17.05 374.15 1 365.00 57.19 16.00 24 98.29 23.67 0.04 1.06 0.012 Structure # Area Runoff Coeff Flow Long' Slope ft/ft) Spread utterwidth / spreac VDOTCh, 9, App. 9C-8 quivalent cross SIOPE Throat Length Req'd o to get 10ofo of flow Depth Throat Length A C Q S T W/T Eo Se Lt d Throat Length * 2 0.12 0.89 0.43 0.03 0.86 1.00 1.00 0.10 6.11 0.07 8 * 4 0.33 0.85 1.12 0.05 4.73 0.42 0.74 0.08 1.02 0.22 2.5 * 5 0.11 0.72 0.31 0.02 3.95 0.51 0.88 0.09 0.00 0.21 2.5 * 8 0.47 0.88 1.65 0.05 6.12 0.33 0.71 0.08 2.06 0.25 2.5 * 9 0.40 0.84 1.34 0.03 6.31 0.32 0.75 0.08 0.90 0.26 2.5 * 13 0.20 0.92 0.74 0.03 4.98 0.40 0.84 0.09 0.00 0.23 2.5 * 14 0.10 0.84 0.34 0.01 4.26 0.47 0.94 0.10 0.00 0.21 2.5 * 15 0.23 0.80 0.74 0.02 5.35 0.37 0.86 0.09 0.00 0.24 2.5 11 0.07 1 0.53 1 0,15 1 0.10 1 2.18 1 0.92 1 0.44 1 0.06 1 9.30 0.17 1 10 DI-7 Long. Throat Length Req'd Structure Area Runoff Coeff Flow Slope Spread 3utterwidth / spreac VDOTCh. 9, App. 9C-8 Equivalent cross SIOPE to get 100% of flow Depth Throat Length # (ft/ft) A C Q S T W/T Eo Se Lt d Throat Length * 12 0.34 0.42 0.5712 0.127 0.731 1.000 1 0.104 0.000 0.183 3FT x 3FT GRATE NOTE : * = INLETS ON SAG VUV I L\e-.J 1-1191-V TRAPEZOIDAL CHANNEL Weir Report PAVED FLUME Rectangular weir Crest = Broad Bottom Length (ft) = 5,00 Total Depth (ft) = 0.50 Calculations Weir Cceff. Cw '= 2,60 compute by: Known Q Known Q (cfs) » 1.59 Depth (it) V)0 - G.50 .. 0-Ott - -0.5ti PAVED FLUME 01 kr4af. �'� 2)19 Highlighted Depth (ft) = 0.25 0 (sts) = 1.590 Area (srrlt) 1.23 Vel3city (tils) = 1.29 Top'Nidtl,r 11t) = 5.00 Depth If?) f.GQ 4,50 0.po 7 Length (ft) DRAINAGE AREA = 11,231.08 SF = 0.26 AC RAINFALL INTENSITY (25 YR) = 6.80 INCHES/HR C=0.9 Q = CIA = 1.59 CFS VDOT EC-3 CHANNEL LINING n = 0.05 MAX D10 FLUME = 0.5' D25 FLUME = 0.25' < 0.5' OK NOTE: DUE TO SITE SEVERITY OF SITE CONDITIONS, 25-YR DESIGN STORM WAS USED AS CONSERVATIVE MEASURE. SEE "DETAILS" FOR STEEL PLATE DESIGN, OUTLET PROTECTION SPECIFIIClATIONS CL I RIPRAP 24" MIN. DEPTH ul fi rr lnrat "ING F.F MIN APRON LENGTH REQ = 10' a z E-24" PIPE NOTE: DUE TO THE SEVERITY OF SITE CONDITIONS, 10-YR DESIGN STORM WAS USED TO SIZE THE OUTLET PROTECTION, AS CONSERVATIVE MEASURE, INSTEAD OF REQUIRED 2-YR STORM FOR EROSION CONTROL STORMSEWER OUTFALL TYPtCAL CHANNEL SECTION (NTS) VDOT CLASS 1 RIPRAP (GROUTED) TRAPEZOIDAL CHANNEL Channel Report --- GROUTED RIPRAP CHANNEL Trapezoidal Highlighted Haltom Width (ft) a 2,00 Depth (It) = 0.49 Side Slopes (zi) = 2.W 2.00 Q (cfs) = 17.05 Total Depth (it) = 1.50 Area (syft) = 1.48 Invert Elev (11) = 332M) Velocity (ft+s) = '11 ka Slope (%) = 41.00 Wetted Perim (ft) = 4.19 N-Valve = 0,040 Grit Cepth, Yc (Itt) = 0,9G Top Width (It) = 3.9Cx Calculations EQt jit) = 2.6t Comp+,rle by: Known Q Known Q (cfs) = 17.05 EIev 0, Section 7 Depth (ft) t I I r2 1 2 3 4 5 a 7 a b to Reach (ft) I" i LU J I � i �I� I 0i0` U;U Izt i I o QFUj ¢ t,irN I. 'ol r1h l I - ,' {}6/1 or/hi 9 Jimmy L. Taggart Lic. 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L .. _­_ - ,: - , �,__t - �_'�X_ � :: _�� - --,-- I , - , ___-.1k ,- -_ - , .... � _ I I . � I I � � � . ) , - - � _L , ,9 __ 9 i : - 4;r-)� " � '- ­ -LL � - - 9 - � �� L �9-�: - '_-_:_ � . - __ . � ­­ L" - ' , �, , 9 . . . 9 , L, L L 9. ­ . ­ - , __ . � � . - . __ ­ ­ .1 - ", 9 � - � - - - - ­ - L9 � � - ' - - L -- - ' � :w "� � � � : � 9 -.9 ­ ­ . . . . . 9, 9 , 9 . . . . . . . . . . . � . 9 ---- 9 .-- . .. ­'­ . .. ___ - - ' ;-, __ _9 z ::-' �J" � �9 � � ' L ­ , ­ ,9 ­ � ­ - :+ I- _- : -1 1 9: L :' ' -_, _� L .- 9- - , L _ ­ '- - - � � : �: : ' , , '9 ' " , L - 'L - ' - , - ' ' 9 . . .. . . . . . ' - ; ' ' ­- � '9 - - - - - - - � . . . . . . � _ , 9 . ,9L, "LL ­ 9 'q . . . . � . . . . L - - 9 - 9 , L ' ' , - - - 9 L , , ­' - � ­­ - L . .. . . ... . .. . . . � - - - L '- - � � : - � - : I I � � � , , - " ' '" " , ,­ ' � 7' ' - ' ' L . . . ­­ .. 11 I 1 ' ' ' ' ' " 9 - "' L ' I - I 9 11 . ­ - I 1 9 1 . . I I - .1 L- ­ ­ � - � . . L� 9 L - , , -1 ' � � L 9 ' ' � I -9 ' � � � ' - � � ' ' ' ' - . - � _� L-, L , ­ . . . . . . L ' '- ­ ­ ' � ­ " � - ­ 9 ­ - ­ � _L � : . � I 11 :F� _. I - . ­ - " L I _ � , _ 9 - - - - - - I L - - - - - - ' - 9 ' - '-, ­9 L . . . . - - ' , ' L" - L � _ . . � L I 11 � -1 ­ � � 1. . I � L , � .1 9 1 1 . ­ - L ' - ­ L � - - I � I ­ 'L - 19 ­ " [7 � . . . �' ' 9 '� : 9 , . - L , ___ _ _ _ 9L - __LL ­ ,� '� � " � :,9' L 4� ,9 , , - � ' ­9 -In + � . � ,- : , F__) iL, :__' :� �- ­' 9 '- ­ ' .�H:l " ' [-' :_ : '­' -9 -­� '� : ' '. ' -- ' ' ­ . . . . . _ _ , : , I _ . �', , � , � ­ , - --- I-------- � . . . '- � ­ - ­ " - ­ � - � - ­ " . 9 , ­ ­ 'L ­_ L -L ­9 L ' 9' ­­ , - , . . � L- "' ' ' ' ­ ­ 91 . I I I , q -- ' ' � � - 9 � "' ' ­ ­ - " � 9 , - , _� - "­� � . . . . . . L " '­ ' ' - ' L I - � ­ ­ L_ - ­ .9. - L. � - L.n 9 1 ­ "' ­ ' 1-1. 99 . I L 1 9 L. L - ­ - ­ 1 91 - � I .. I = , ­ 9 'L � - - ' _­ . . ' '- ­ - - ' - L ­­ ' - - L � - I � ' L � . . . . . . . . . 9 . L 9 L . . . L. - . . . . . � . _. -9 , 9- , .­ J­ - � ­ L ' - - . , � � 9, - ­_ � , - . � ' , 99 ­ . ­ , , � 9 ­ , L � . . . ­_ 9 . . . . . � - L , 9 ­ - .. 9' - - L L ! 9 ' ­ . L � ­ - - 9 . � - L .­9 ­ ­ . . . � - L' __ , ­ � i � ­ - - - - - - -- - L __ - , 9 " - - ' L ' � L L ­ 99 L ��' , . ' + . " - . ­ ­ -1 1. -9- ­ 'L . . . . . . . � - 9' L ­ ' ­ ' � I - ' - � � ' 9 , L- . , . � . . . ­ . - ­ ' � - ' " � ' 9- � ­ - '- " ­ 9 9 -9 '� . . . . . . . . ­ � - I � I - . � - - - I � ­ � " ' 9 " ­ , 9 . . . � 'L - ' - L - ­ ' - r �' -:: - ' 9, � - - , -- - ­ - ' ' -9 9=1 ­­ , ­­ 9" 9 ­ L - __ - , ' - ' I I I I 1 99 - . . .9 r1l, 5 -9 ­ ­ - , - ;�;._ 1 __�.. - - = L - ' 9' ' - - 9 ' . . . . . , _'., _ � 9- , , � - � - - - - - - - � - , ­ , ­ - ­ - L - - _� � 9 I . . . 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'- 'Lr " , 'L + , , , ,:�: - -_ , " , , r L ' , , - - - - - 11-1, __ - - '_ :: "9 L � L L, 9 - � �'._ - �, � � "L _ � L. � .. - "� �_, �j:,_ q� - - �L � _ - L , ' I � : , = - - :, , , - r , r , - �Q)' I ' '--: ' ' _M­ ' ' - - - . . L� - 9 L, - ­9 9 ' -_ q - 9 9 ­ , 9 -- L ' - - ' I ­ L 9 1 � r - ­ 9L 9 - r ­ - � - .9 ­ ­ - __ - - , .- , 9 , , � � , ' , L* , - , L . ­ - i r - - - r . ­ L 'L , - , 'r ­ 9 ,rL - ' ­ _­ " , _­ Lr . - . � - - - L . . . . .. . . . . ­ L � . . . r ­ - , -0. " ' - . " go , '-, � ; ' - , - 0 __ - r 9 ­ - 9, r r � - - ­­ r L ,-r ,-- __ ­ � r 9 _ _ L L '. � 0 9 ' 9 L 'L r , 9 % - - ­ . , ­ - - - . ­ 0 ,� , , - : ­­_ , . ­ ­ - " - - - � L 9 ' - -' - _ _ L, - - 'L , r __ ­ ­ gr , , , . 0 , , � ... � . � ­ - - - - ­ , L - - - � L - � ­ 9 , ' 0 . . . . - 9 , - , - ­ L - ­ 9 � ' " - ' � ­9 1 9 1 � - . � 0- - I 0 � I � - - - � - �_ _ _r " ' ­ ' ' 9 ,- L - ' - � ' ' '- L ­ ­ , - ­ - j r L, L - ­9 ­ ' ­ 9 � - ­ , r­ ' - L9 r - L ­ L- ­ . ' 9 ,� __ - ­ __ � , 9 L . . . . r . . . L - - ­ L 0, � - , , .9 , ­ L � 9 - , 9 , - ­ � , . ­ ­ ­ � L ' - � -0 � ­ ­ __ ' � ' " 'L L . - . ­ , , L � '- - r 9 1 c? f �� " " :- ' ' ­ ' L ' ' ' - � ­r. r� e , ­ , L 9'. r , � 9 9 , ­ . , , ­ r '- L ' . L - , _. � L . r r 9� , 9 - - . , - , ; , � ' ­ . � __ r , ­ 9- � ­ ­' ' r . go . ­. � , r -- , _.­ r . I . 1.9 - L -_ ­ ' ­ L 0 - � ' - � � 0 ­ r - r � L , I � � - I � I , ,9 - - - L-9L 9 � I C5r ' - ­ L , - L_ ­ . . . - ­ - ­ - r- � _M' 9 Lg, ' - � � .� r ,� � I ­1 L - - , , + ­ , ­ r . � - � r - " ' " " '9 ' ­ ­ 9 ­ � - , ­ � _­ L , L - - " � 9 , r , , . . . L " f_ , _r - -,-r ­9L , - r - ­_ � - . . . . . . . _ -_ - - 9 . . . L ' 9 L ' ' - "'r r, - '9,9� r .. . . . . . . - - 9-1- " 9-_­L L ­ ­ r ­ , �L ­ , ", or 9 - ­ 9 . . . . . . ­ - , _r - A r M . , , L - � 9 - - - - - - - 9 - - r - ­­ ­9 - ­ . � � ­­ - � - '99 ­_ - - - L L ­ . . . . L - r 9 - LL '- - L ' L- rr ' � - . . ­ . . . r 9 - - - � . .rq . .rq r- � ­ , ' L ­­ , L - � � ­ - L ' - � ' 'L ­_­ ­ ' ­ ' ­ ' - - o� ' ' '- 0 - ' ­­ � - L - -, ' ' L . ­L. ­ � ­_,� - , 9 j ­ ­ . -, . r . . . . . . � I "r . � ­­ . I I . 11 10 L � ' . . . . . . � . . . . - . '­ ' 9 ­­­ - OL, ' ­ ­ - r '9 ­ �� . . . . . . 9 'r . 09 - I I- 91-11 ­ I., - I I . I I . . . . . - 9- �­ ' - ' ' . r+ ,- , - L " - ' ­­ 0- ' - - __ - 7. . r -9- 0 " ' - - - 9 , r , - ­ - , , - - -] L 9 .- - � � . . . . 90 - 9 - 0 �� _. � , r � ­ ­0 ­ ,,4- � 'M � ­ . - 0 L ­ ­ , , L - - 9 - - ­ 0 ­ 9 - ' ': � �_ , ' 1�.")' , ) - - . , L. , " ­­ - I L - - : � , : _r �� , ­' - '- ' " , -9 . . . IZD , - r ' . I L r.. , - - r - - - - - - LL L r L- , r - , , � , L, 9 -, 'L - - - -9 9 -, ' L L- rL, ' ' - L , � . - - r, , - - r 1­1 LL-L r . r - , =' - -.9 " , ' ' - - r - - � - . ' 9 .- r- - . � ­ � . 9L ' ­ _' ­ _­­ , � 9 � 9, 9 , r- . . r '00 - ­ � . ­ ,_ � - , � , r L LL . 9 ­ " , ­­ ­ ­­ � - '- - - -9' L � - ­ ­ . r . L- ' ­ r r , __ __ I , � - , � - ' , - ­ r " � rr LL r- , rr ' " ­9' - , rr ' , .- 9- ", - 0, 9- 9 ' ­ - � ­ - LL ' ' .- . . .. 99 1 1 - � ' L " - I . . . r L - - - - - - - L ,- 9 . . . L' - - � ­­ 9 , , . ' ­ L ­ '- ­ ' , - - ' ­ ' � � , , � r - 4 - 0 L - ­L -- L - ­ L _.rL . " .- r . � _. .- , ­ L r ,q , . , . - ..... 9 ­ r � . . . , ­ 9 _rr , r �� - ' ' - - r ", L , - r L ' 1 9 1 - � - - - - I , r � � - , r , , � - L , � , , 9 9 L , 0 r 9 , , , r , ," ,,, , r " - L - 9 � 9 , L , " . , ­ � � . ­ ­ , � r- . - '� L - . . . . L - ­ 9 L � . ; ­­ L ' ­ ... 91 , L 9 - , r , � 9 L ­ L L9 L _0 j " ­_�L � �', I 9 - 'r- ­ L - - . ­ ,,::: . . . - r � % ­ 0 - 0- '99­9 .. r - ­ . - ­ 9 9- L .1 � 9 1 ­0 .- 2 'M 9 'gr L �'9 - ,l � , - r 9 � 9 � ' ' � ­ - " . r , I - I- I - � - ­ '_ 9- ' ' OL 'L � ­0 9r I I I - r r , , - I L � gr , r ­ ' L L - . ­ r - L . I - � . . L 1, - - . :� �,,d, r , I I I I . � ­ " ' ' ­ ' ­ rq " q, � - ­ � - , '. _ : � : . . -_, .-_­ � :: r __­�: : ' ftj _ , �, ,­ � � : : � r � ""g. ­ � . . . . 9 ' L IL - - -- - - 9 - . L r - ­ � ' L - � - '- 9 ' 1 9 ., �:, � :. � �: _ _ - , - " r ,q , ­ 9 � L r �: :' - :�­ -, ­ ' L ' � � . - , r 9, L ' � r , __ . � 9 , " . 9. 1 9 __ . , , . " - 9- 'r - r ­ ­ - � - ;-4" L _ .- , r ­ LL ­_ ­ � � '- - OL � ­ - I . ­ ­' - ggr , � 11 . � - I - 9- ­ L L,rrrr I �: �, _ r . -, � 9-9 ' - . - " - , ,9 L 9- - 9- -- ­- 0 ­­ - LL - ­ InL "q - - - 9- ­ - L- ­' _' '- - - - ­ ' -- ­' . 9 . �, �_ I _ � : : �: _ __ _r rrL ­­ , ­ . . . . . . . . . 9- ­ ­ W, - - L9 . -9 - r -- L ­ . ­ .­ - L ' ­ ­ , .. r r �� - L I r, .0 � ­ I I - . - ' 9. ­ � . ' - L L � ,- r . I � - 9 L - 0 -LL _r r - 9 . . . . . . 9 . . . . . . . . . 9 _­ ­_ ' LL . . . L . . . 9L ­ ­ ­ ­9 � - 9, , . 'r. '- , 9 L - '- - - L _. - , - . L '9 ­ - +L 9 ­ r __ _� ,- ­_ .- - - 0 L - , - - - q ­ __­ -9 . . . LL r 'r ' ­ - . - ­ ­ ' -_ Lr L- . LL - - - L ­ - 'r. -9 ­ - 0 - 0 - ­ 9 - 'L - - - 9 - 9L - ­ - LL - _r , L r ­9 L -, , ­ - - r , - rq ­ L ­ ­ i'j- - - ­�s , _', , , - : L ­r - I _L - � 'r 9 ' - - 9L1 I r - __ _ : � ,_ L.- _r � __ � ­11 a�, - - ' - _Cn� r : % L :: - .. * . "' : L . . . . r ­ - '- - , r - _-, . - ­ -- ' "' �­ 'L 9 - ­ r- ­ , r, ­ L '9 . . . . . . . " 9, , - 9 .. . . . . . . - ,-- L - ­ ��' :�", ­ - � - ­ ' ­ ­ � ­ �' ­ -� �:: . I . � 1 9 �.. 9 r , ­ , _ - ­ - r , � - , 99- - r , , ­ , . � , ' L r ' '­ L " ­ - L I ' " L ,-"- 9", " 9 , " L ", , - - , " , __ - ­ , "r � ,9 ­ 9 'r � , - ­ , ­ r- ' ' " L � r " ­ ­­ L r � ­ r - ), ­ . " 9­ . 9 ­ - -9'r r - r % - - ' ' L r 9 � � - - _�� - + � __0 .- � 9 � ­ 9 ­ ' , L L ' � ­ ' ,- - , r, 'r � " ­ L � ­ 0- . L' 9' -,: � ­�,:-, �, : ��' " : L� : ._ L --_�' ' 9 ' r . � , , . - , . ", , - , r , � _r , - � ' ­ r . . . . rr" - r . , . . . . . . j .- � � ­ - - ­0 � , - ' ­ - 9L "' '9 , , � L - ' ' � ' ' -99- L - ' ' - - '9- L .. . . . . . 99 , , , 9 , , L, , , - ' , , ' ­ 9 - ' � - L � , ­ " , ­ , ­r­ , 9 L r 9 9, I ; .- - ­, r , 9", � L __ - L - 9 . - - - " - L '9 ­ r r , L- ­ - - - - - - � ­ ­ " L � � � ­9" , ' ' - � w rq � . . . L - ­ , � , ­ - L -_ - ... . r . . � LL ­­­ r , , " , L ­ - , 9 " r rr9 'r , "" � , , ­ ' ' � �� ­ " ' " � ­ ­ ' ­­ L ' � � .- ­ - . L 9 9 � . . . . ­r '- 9, _­ � 9 . . . . . . . - , , , r . . . � .0'r � . r ,- � . _r I 9 - ­ � - r � ­ - r r. ­ - 9 � ­ ­­ ' ' ' , ­ - - 9 ­-, ' . 1 L " - "­ ' "' , - r- r - - - - ­ L � ' I I r � 1- I 11 L � _ - (I' - I , 9- ' ' 9L' gr � , 1. r . r r- r � . r , - - r , � ­ . . 9 " , ­ 99 - ­0 - , - : _: - - VIL 4 ' : : .,_ , � . L � . - r 9 - - . � 9, , � , . � ­ - Lq_ 9L , L _ _ ­ � L � .. ­ ­ � ­ - , 9 ­ . , - � , � ­ ' ' - , ' L , � - ­ � , 'r .- . r 9, ' 9 r, 9 9 ­ .- - - , 9 L L ­� - r � , �L � " ' � I I . , ­ , ­ , , L­ � " L . r � I I 9 ­ 0 � , - L __ 0 . ��_ , - L . . . ­ ­ rL - ' L - . 9 - r ­ - , � 0 - __ ­ �, L- ­­ r - 1- L _ 9. . . . . . . _­ r r � L , r L, - % -, L L r) L I �/) ' - ­ '9 ' ­ L ­ __ r- L _' ­ r . . - .- ­ ­­r ' ' ­ , L � 9 ' , r , - - � . L , 'LL ' ­ ­ � . . . . . . . r, _­ - � � ­ ,- 9 L _ , : ., � _� . . . .. . �L " :�� : , . - L _ � . , I , ­0 r � r � r . � - r : o� . �__:, 9.- _. -­� _,q :- -.L '-_L ' - , 9 L , :, �, : I � _ . _ _ _ _� �� �9 __ � �,: � ) ­ - . L - , ' 9 . . . . . . L . ­� r. ­ r - � �" ' tt - - - - -r- - �_L_ � .- 9 - r, : � - 9 ' L ' 9-1 - I L , -, ­9 , ­­ - , L . . . . 9 '- 9- ,_ 0 - � ' V) L - 'L ­ , - - , - r . . . - - - - - - L - - 9- 0 ' - - - -- - - - L L - I I L- . -A . . . . . . . L 0 . . . . or - , - ­ - - - - - - - L - r - , L - L - - - , - r ' -, __ r- ,_ r - - - ' ' " ' - - " I I - - - - - - 9' L , L � I L � . . . ' L . . . . . . . . . Or _r , - - 'L , - - , ' ­9 ' - L ' - L . . . ,- - - , _r . 9 - , r - ' : � _' : :� " � , � L � , ­ - - - ­ , , 'r , � -0 ­ -_ - ­ . . . . . . r '+L . r- I _� �: .:�'. ' ' ��', :. '". : - : r .� L_ __ : � �: 9_" ,� " - ,%* L L L . . . ' ­ 9- - OL - ' - - ' ' ____ . , L 9 __ , - - , r , 9 L '9 - - � - ' 9 - - - - - - -- - � , � . r. - r 1 - - L '_'�: - , , , - 9 9 9 --r- ' ' r ' ' + ' 0 ' ' L - - - - -- - - , - , - r - ,q ­ , , , - - - ,-,r- - 0 _^ L - _r __ " - 0 ­1 , - - . �t , L ­ ­ �' r. : �­__O,: '�' 7 � ".9 :'O'q ': : �'­ -:,L �'. r - L ' ­ ' - , ' r, ­ ' � 9L , , � � , � ­ 9 . L I I '- L, ­ L ' - ' ' 9 ' ' "" L , r -, ­ 9 r L ' L ­1 9 - - .; 11 LL rr L � - - - - , q , 'I 'r � __ ­ � � � : r­ -_ : ,tn - - - �L'._.q r p , 9 L , ' � : 9 r r- r , - , � L, p 5 __ _ _ ­_ .19­1 ­ ' - - ­ ­ I - __ ­ . . � - , 9 , - 0 , -0 - - - L 9 ,- " L. ­ ­­ . % ­ . 0 �- ­ ,_ ...r . � L 'r ' ­ ­ , r . - r .- ­ - " L - - -, . r - , ­ 0 , ro ­ L "r L ­0 I , _. ­ . , - - , ­_ - . rr : . ­­ - L ­ � ­ ___ -, , __ r L 'L ,- - ­ -_ - - , - j, � ­ ­ , ­ 9 I - - ­ . . . � L ­0 gr , L. r, , L . . . ­ 'r ­­9 . L � � r, I - ­ - gr 9 , - 'L, , - - - _­ .9 . ,r% L ­ . � - � I - 1 1­9 ' - ---- ­ - ­ L i L - - - - - - L - - . - r ­ L . L - P9 � ­ . . "" . 9 . . . � 9L '9L' ogr , , 9 . . . " . , � ­ L I 0 ' � L' .. ­ ­ - -, 9 " " 9 0- - . . . . L r- -, r I L . . . - - " 'L 9­9 � ' � 9'0 ­ - =L�� - - LL L '9 � , -, - r- - L ' - , � . ' - - _­ ,q . , � _- . - , __ - - - . - _r r - ' ' ­ - r 'L " L 0 . . . . . . 9 , , , 0 r . . . % _ _, 9 ___� : - - :­ r :' , L: 9 19 1 __ __ ­ 9 -' ' L 9' ' C) � __q­L�L . �­ :: ::, ] __ . : - , , " _­,� , 'r , � - ­ 9r: "L:-L �' � ­:1 - - �'L_­­_'_ � 9 " . 'r , __ .. , -,r Lr ' 9 ­ ­ ' gr ­ , 0 91 � : � ]� , � . ­ - _. - , , L � 9 � . . . I I - - I I - I 1 ­ 9 1 - �11 �L I 1 r 19 - I ­ � " , . 9 .� � ;_ - r - ___ � '7", L 9 , , _ . � . =' L = ,.O� _ L r ­ , 9 9 -_ - I I � _ __ � , , ,� _ , + � , r 'r . ' , - 9, 9 9 . . . . 9 ­ ) _� � � , L � � ' 9 - ' ­ ' ' , : "L, - ­ L 'r .-, q � . � - - - - - - - - � I I I . - , r, ­ 9. . � r- , ' , , - , 'L , 9 9 ' r '" - ' ' 9­9 ­ I ­ I . - I ­ , � , _. � . 9 r , . � ­ L , , - , 9- " j' ­ - 9 . _ 9 0- 0 _ ­­ ­­ L � ­0 - , � 9 'r L - L ­­ r ­ L L 0 - _1 . . . . . � �_ . .go- - - " - , ­9 . . . . ­ , - - " - -- _, _ _, 'LL . , ­ - - - L- - � 9 L - , r ' 9 ­ - ' L L, . --- L - ' LL' '- ­_9 � : -,, _�� ,_ _0 - , , � . . . . . . r , r . , , . " - , "' ­ � . , r - - 'r " - L - � " L- " L - 'r , ­: --- - , " - - r, - - - __ , , .- -.1 :� _ _ �_ - r � ­ -� � - " � ' L­ . ' ­- ' ' - " ­ - � , , , : � : r ,-, ­9 � '__�'. �_ ­ :: ,- � L.r -9 _- L ­ ­ � � r 9, - � , ­_ 'r ­' 0­ ' ' ' , _F ' _r I � * ' ' , " r - , 0 . . . . . . . . .. gr " , , "r - - , L, L , 'r r L � � 9 - � L - - 9 , 9 ' ­ � ' ,Lr . � - - r- r - - 'r 9 � Wr:9"" � . . . . . . � ,�:_L: � _-� ," " , r , ", r 9 " , . . . r ' 9 L , L - 9 0 r , , L" - ­ " 9 , ­ , - r r, 0 . . . . . . L ' �­ - - - - - - - - r, , -, +r, , , - ' - L ' - ­­ r9r- . . . . r . . . . . . . L_ , ­_ - , , " .1 __ L r - ­ L r ­ r r ­ � ­ ­ , " - ­ , " , � ­ , , r, , _r , - r . . . . . . - - Lr __ .- - - L ­ - ­ r , ­ - 9 , � - ,- - , , 9 _r ­ r 9 - - - - -- - � ' L ­ ­ � , __ - " ' , r - ­r' __ -� ': � - L - ­ 0 L O' - r L L r - - - L ­ ­ ­­ ' �­ , 9 .0 9 , q , ­ . , I 1 9 - r , - 9 , , , - , , .9 I- - ­ - - - L -,- ­9 ­ L-r L q - - - rL . . . . � r ­ ' - - ' L9' 'r ­­ 9 0 L ... L ­ ' � - __ , 0 0 9 ­ , ­ L - r- ' 9 , , 0, , , � , L 9 - " , , - I - - " L ­-_ ­_ L ­0 - - ' - 9 ' 9' j' ­ ­ 9" 9 r r -9 0 � - r _. L - ­ 9 , . . . . r � , ­ � � .- - - _r - L' ­ . . ' ' ' ' 9 'r , ­ r. � r - , , , . ­ I , � - , ­ L , - rL � , r 0 . , r . 9 ­ , 9 , . ­9 ­ r ­ r- L ­­ r - , ­­ ­ � - . . L - - - - � - ­ 9 ­ � 9L - - . . . . . . . , - 0 . . . r � , , - , , � - - - r- ­r . - ­ r . . . L. 9 9 � - � , r . . . . r, � � � +9 � ­ ­ _q­ � , - - 9 _% , . �L ­ ­ r , ­ r , . � , ­ � , - r - ' _r r - ­ - , L - i ' � , , ­ . , L � , ­ , � . ' 9, , ,9 , ­9 - , - - - 9'. - ' 'L - 9 LL . . . ­­ . . . L - r L - , ' . � r , r - - LL . __ 0 - - - - � 9 9 . - L ' 9 ' + L , 0 L rL ,- ; ­ ­ 0 L , L � - - - � ' � 9 L- 9 r r % , L :L � ': 1 9 9 1 L, �� 91 � r , . I . I I - I . � I r � ,q ­r 9 " ­ ­ - ­ � . . . � 9 ' ­ ' ­ - ' L . ­-­r - - , ­99 , , r , ' ­­ - ­ 9 - - . r , ­ , gr '_ ­ � : �L 9 ,� , I ­0 , _0 9 - , r - - - 0, " L_ 9 ' ­ 00 . I I . I . . . L L ­r - , 0 - r -, . � . _r -- L , 9- -- '9 ­ - . � � r � � - L � -, , r , 9 ­ - , O' ­ ­ � ' ' 'r L _r 9 I 0 1 9. r L � , L � gr , �� - , L"' ' - ' L � " : ­ , " r ­ ­ , " - r � _ 9 - ' - - , , , � ' ­ :r: r�L L ­ r �::: ' ' I . ­ �' : : 1 . . . . '_ _� - __ ': . r , r - ­L , 9 '" , , q 9 , L q L ' gr O" , L , , . . L ­ - - � : � : L' - r ­: � . _' � � , � 1. 0 1 9 _ � � . � ' "r, - � ­ y ' � � - - ­ . 99 'r- 9 ­ L' "' � - 9 ,- ­ , L ­ XISTINO GRADE . . . L - ­ ­ ­r _' 9 r - . , ��'­ � - . , .- qr_ � , . ­ ­0 r r , I . 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I r ! - 7=�5� ­ ' L ' ' . , r .- 9- ­ , L9 .9 9 r. 9 ­ " "L, r , � - : � -_ -­­ - ­ - - - - L L - __.7� � , I ­ ­­ , ­ L_ ­ '� ': : __ , '., � L, - j , , ­ 9 9 q . I ­ ­ r ­ " rL ' I - � r . 'r ­ .:L., �: 9%. 9 ­ ­r . . + 'L � . . ­ I . I I . r- ­ 9 19 - . 0 ... L r - ' - ­ - - ­ '9 9 L , - - ­ - 9 I - L 9 � 0 9 : ­:, - '_ - r ... r - - - - ­ ­9 - -, , , ­ Lr ' :: :. : : :L L�' , ' - ­ -� -_­ r" � . I . . __ � I I - . . I - E - -- � ­ ­ ' � ­ 0 - J� ! . ., 0 9 - 9 - , , 0 -_ _ , ' - - ,., L % , - - __ , 9 'r 9 : I' ­­� :%, - �_-, '9 ' '� L ' Lr " L , , _ , _ I 0 I I I - 0 1 . . ­ ­1 I gr- � ­ I L ­ ' L -, ­ . , � - ___ � . � r L -- . ­ � ­ , , , , r- r ­ - r ­ � . ' - 9 - 9 L ' 9 - ­9 - L- - 0 1 1 ­ 9 ' '- � L _- , .- - 9L - - - - - - rL ­:."j, :: ___ 'LL : � ' ' � ­ � ' - L � L , ­ , . , , , . - - . 0 LLL ­' ­ - _. r - , - ' - 1 _ : - _��:L:: , " : r _� � :� : ��:' , ­ q -L - ­ ­ - - - "' L L.- _ _ � ­9­ , - 9 " , 9 ­ � ­­ j .1 9 - I , , , r ­ L_ __ , , ­ , - L � ­ 'L - , , , L� r L r - " � , % 9 - - L ­ ' ­ ­ 9L - L, 9, L 0 � , ' - L 1. , . r -, + r � L � ­r- ­9­ ' ­ � , ­ ' L ' ' ' - ' - L ' � ­ ' -9 - - - � � 0- � -9 , L __ ,9L L - - - L - - - L . . . -9 L ", , r . . . r - � ' - ­ � 'J­ � , - r . r ' L - - ' ' ­ � -- ' ­ - � ' ' 0 ­ � Lr - ­ � 9 ' ­ I r , .. 0 - � , ' L , ­ L � q ­ ­ ' ­ ' - ' - - � 1; I .1 � .. � - � - - - _r . . - � 9, � , , L ­ , ,q rL L. - � L ­ ,9 r - - - ­9­, ­ L ' 'L 'LL -- ' ' ' � ' ­­ r� '- - - '- L - - - L L L- r­ ­ ­ -- 0 - - , ­ ­ 9 - r - '9' 9 L , _r -.,r ' O.L I- _. 9 ­ ­ , . 9 _­ ­ 'r- I I ,_� r -, , . .. . . . . 0 , � r rL � ­ Lr. ­ ­ _r ­ - 9 ­ ­­ . 9 . 0 1 ­j-9 L . . . . ­ r . - , 9- - -, 9 - " . '- - � - 0 . - _. - ­ - r . � - - - L � 9 L - � r . . . . r9 , , ­ � - 'r , , 0 .'� : - . . ' : � L :_ . � - __ , " ­ ­ - - L 9 .rL , , + '9 L' " 9 r . . . ­ - - ' ­ ' - Lr ­ 9 � ­ ­ ­r 9 " ­ , ­ 9 9 , ' - ' - � ... �L ,9- � ,9 � : � ' ' ' 0 ' - ' ­r ". ­ , .- r . . - , ­ . . " I ' L: �r� �. __ : "�'q_, L 9 . 9 - � L � ­9L _r ., , , -,.r , " - + 9 9, ­­ , 9 L , - 0 - , 9 , _', , , 'r - , , , r L " - � _�� r: �:­_'_,, r r . . . - 'L , ,- ,� :1 f ' - -- ' - - '-'- - 9' ' ' 9 Lr L L9 _­ - ' ' ­r . . . � L ' ' - ­r , , ,/­ ' - ' L ' _ � :,_-.9 � _r : - :LF �' L, ­ . L- - ­ , L - L 9 - 0 __ 9, 9 ", , 'r r � � - , , """ '- � � � � ­ I I I ­ I I �,.:_� : '--L:L' '9 ' , , rr ­ r r , ' L - - - � 9, r, r . q 9 ­ ­ L . , L" I �, -* ' 9, 'L ' , _­0 , ­ L - ' 9-L ­ - ' � � __ __ ­ ­ - - 'r - , -, � -- - - - - - - 9. � ' 9 ­ � ' -- �, '- � ' � � . . . � L %­r­ ­ " . r.9 , ­ 777:7�, '99 , L 9 ­ '- � - ­9 '- ' ­ ' - - - _�­ - _qr , -,- 9 , ­ _9 9 , ­ " - - - . . _. ' L - - - 9- � ­ ­ - .r,rLL � - � . � , , L � , r - 9LL r 9 - 9 L . -__ L9- , r' L - - - - - - ­ 9 . . . . -, r , ­ � I � - I ­ 9.1 ­ I - � - r-L ' 9 , , . . - 9 . r . 0 L . . . ' ­­ r . . . 9 - .- . , ­ ' - ': -L, � � L � _'� - L __� j v , ' - " , . - � 0 � , 'L ­_ "L. - 9 ­ 9 - r - , . � ' '� - 99L ­ � Lq __� �: :� +, � , ­ - ­ t - - r ­ . , - . r 9 . . . . ­ ­ - - ' ' � ' 0 L . -,r . .. - - - . .- � q , r.9 � - � , , . ' - , L. - ' ' ' � - - - - � - - - --- . -_ _� �',� �� ­� =� , J: . 9+:'-' � L .. . , ­ 'L " L. 'r � I .. � I I � ­ ­ ' , L "r,--- . , r � L, , ,9 _ , - 9 j ­ ' L . L- ­9 . ­ . - ' � t � , � __ ­': . ­ '� :r I 5 � L : - L- . L � ­ - , 9 , I - ­0 9L ­ r - - r 9 ' � L- r - ­ ­ - _r . L - , ­ 9 - r- � - r - 9 L - ' ' - , 'r . ­ . r 'L 1 .19 ­ 9-1 . r 9 'r - - r , , 9- , "' 9 .- L, �­9]�-:,�: L - , 9 LL , " L , L . , ­ ­ "" r 0 - : � L- - � . L . . . , _ _ ­ � , r - ---,L L� L9 1 r - , , - 9- 9 - _­­ r - - - - - - - r - ­ - ' '9 . . . . . L 9 - 'r ­ � , r -, � , ! r 9 L - - . � ". - � r, 1 9 . 1 9 -1 � . . . ­­ I 1- , L � . Lq _rL _ 0 . - � . . . . ­ " � r , 9 L ­ 19 , � � 0 '_ 0- L- -9- '� ­ � , r - r LL , 9 , r ,q � r , ­ L , r , " ' L" - L - . - L ­9 , ­ , I i 9 r , r- ­ r ­r, , 9 , ,- 9 rL r- - - - r - r' ,� 9 - - r - r . L 9 . - � - , , - � � , 9 r . . ­ . � 4 ­ . ­ . r � . . . ­ ' ­ 0" 9 I �' - , ' � ,-, ,- , _ - . . . . . . . L - 'L ... .. . ­ .1.99 9 . ­ ­ L , . . . r . .. , L 0. , � - ' � ­ ­ ' � ' 'r . ' , - � - 9:L + _ � � Ir" r 0 ,- , __ - , , - " 9 - " ' '- "' ' ' L - ' L 9 " , , r 0 _. 9 - _r L . . . . . . L 90 99 r -9 � - __ - - L- , I - . ­ , - , , , - r � � L - r r ­ 'r - ­' - '- , -9 9 , 9 , " . - - L � r L L ' ­ � ­ ­9 , . , 0 L rr , , - ' ' ' " ' ­ ' " ­ � L- I 9 � ___. , r ­ r , - - , L. - 'r . , �r - - - L 9 - � 9 - ­r - L' 9 ­r , - 'i _ _ _ , L - - , O:r ZL - � �_r r ' , _ ­ , L ­_ '- - _ __ , , - - , . "" ,-r r , , , " - r ' L . . . . . . . 9 ' - � ­ , - '- - � ;�� o��-- - :� -- 9'- - - _ 9 % L " r, " ­ r­ ­ __ - . .. . - , " ­ �L­ , , �� -- - - ­ ": ­ 'r9- L- ­9 . . . . . . . - - . � , ., ,;��' L �7 - � r 11 'r . ­ - , - ­ OL -­ ' 1 L' _r - Lr 9 - r - _' L- , 9-- L - - - -_ 0 9 , r � ... 0 , r � __ .- r _- - L - � 9 - _. __ ,- - ­ . � 'r ­9­ _r 9- - , q -1. -1 " r . . . . . . . . j,e­ � .... # ' , 9.4_�56% " L" ­ ­9 L. 9 ... ­­ , _ _ __ __ _ 0'_ L - - : : - = , :0 :r�.._ :�� � ­­ rq:­��' �� _' ­:­� � -9 0 0", ­ _­­ r 9, r . ­ - 1 9 . - .1 - __ r , :�: � : __ _��. �­ , 190L . . . . - 9 _' - ­ ... I r r . . _Lq­ ­ - , 9 , � - L' ­ � � ' '90 ' ­ 0 9 ) ­j:­ 9L� � - 7 : ��_' L �:- - --- . � ­­ . _' ­ � . , L ­ - - ,-r __ 0 '_ q r ­ 9 - -1 � - L - - - 9 - ' 9 L ' L -_ L - - r - r , I .. . -9 0 - -1- ­0 0 - ­ 1 9 9 _9 ��r .- � ­ - r L � ­ , - ' . ­ , ­ ­ ­ , ­ , �' 0 ­ ­ ­rrLr ': . :� - 1 9 - I . _9 - - � - ' ­- " ' - ' ­ L9 , ­ , - " 9 ­ ­ ' ' - 9 r , ­ . - ; - -L--- - . L . .9 -_ - r rW .­_+_9­_ 9 ­ . . . . . . � � L ' , L L - - ... r 9 " - , I - ""- ­ r ... ­ ' - ' - � ­ - _­0L ,= � "-" - L . . . . � : ��_,,: - _r __,� , r ­ ­ ­ L 0, ­ . , ­9 9 � L . _ __ '9. - 9 , . ­ - 9 __q 0 ", , 00 - - , - L - ­ -­ ... -- ' ' OL' - - 9 . . . . . . . � �'- ' , , L9 - . . . ­_ ­ ­ 9 L , . ­­ r ­ ­ q­ ­ r L - 9 . . . . . . . . . � - ­ ­ r 9 . , ­ 'r - . � , , - 9, , ­ � ­9­ ­­ r L . . . . . . . . . 'L r � , ­ r , ' L ' '- ­ ' ' 9' ' ' 9 ­ __ , - 9 � L-, ­ - '- L , r L - - "' ' - , � ­._­99 r L9r '- ' " � 9. ' L �. � ­­ " 9 - L " � � � ' , 9 L- . ' � � , - - - - , - -- � , - � L %r ' � ­ 9 . . . . � - , . . . L- L 9 ­ r- r- , " r L � L . ­ � ' � L ­ � 9 . ' � L. ­ , 9 , - 9 . - - - ­ ­ - r- 9 , - , 9 L � - - - ' EXISTI NO GRADEL ­ ' � - ' - ­9 ' ­ ' , j L L . - _­ r 0- I ' ­ , - - , - � r - 9 gr � -' ­ ' - � q ' 0 L L L - ­ � , � ­ + , _ , .- . . ­rr ­ 99 - -­­ � " _. 9 9. � - r L - � - ' - " ' ' � r . . r, . L, . r - . ", � ' L 99 . � r . " - � L __ � . ' L ,�j­,­­ ' 9 : � r _ _ - - ­ L ­ - 99 L _r � - ­r " . L - r � - r ... � 9- ­ ­ 9­ L ' ­ 9 L � L - - - - - - - - ' , ­ - ­ r, , 3 , . - . - � - . .1 - - - - - 0 - . ­ .. . ­11 - I � ­ __- -L-0 - - - - -- - - 9.1 , ­ L ­9 -0, rL ­ 9 - ' - 'r - - � 'LL . . . r r '�L ­ L L � . _�� ­ r ­ , - , , ­ 9 ­ - L , L L ­­ +r- ­­.��09 - r . . . . ­ - L- __ ­ - L � - , . . - - r ' . ,q ­ �7' ­­ - � L " " �'L ­ - '9 ' - ' 9L ' ­L L L ­­ ­ � - � %­ LL. ­ i '_�,� _�._­ :__0 " L- _­ 9 . . ­ , --- ' L - - ­ 'L ' - � .. , , r ­_ 9 ­ 9'r , ­ , , .% 9 , , 9 _­­ � ' , ­� - - ' � ­ L r q ' , , � _r � 'L . . . r , ��L , - .. , rr­ � � . ' � - ­9 - L - ' . - q­ _r ' "�� 9 - _L9. ! . L - r, L ­ , , " " , , , " " I - . I I I I _. � � , �� - .9r r - r- , r , - � �::'4 ' , _. ::�'_ � : rL - � :_ r - 0 3 9 I- � , �e . I - 'L ­ ' 9 � - Lr � � .�r - - - - - - - L- - - r - . � - 9L L, , 'L + L -, r, -, . + 9 - �0' - . , � r - - - � � L . � - (� , � 9r , ' � r r", . - 9� � , ' 'r . Or ' � ­r " L!Tr7n 1' OL r - - - ­ " ­ " -, .1 ' � ' - _­ 0 r � Lr . - , 0 ' . . �:. . - gr ­ � ­ - ' "r '9" �=.­ ­ - L- L 9­- - . . r, , - . . L L r- - ­ L ' - , ­ - -9., , 9 - L' 0 9 ­_ ­0 r ­­ L L ­ - ­ 9' � ' ' L 'L - 9 - - ­ ­ , , - r+ L 'r - L ­­ ­ 9 L ' " L , ­r' ­ . . . . . . . . 90. ­ ­ r � r , - r ­ gr ", " , - L . . . . .­ 9 L L, ­ " r , , ", ­ - 9 . . .. . . . � . r , r .... L- ­_ L � L - - 9 � ': A C. r-, - -4 ) -, � 2r � 97% � � r�L � ­­ L , r � _­ 0::.� - 'Ll , , ­­ � ' r 9 . . . . . . ­ . . . � . . . .. . 9 , , ,- - L . L . 9-rr ' .- ­r .- ­r ­9 0 � 9 :L 9 r r­ . r ­­9­0 9­ ­ � __0 ­­ I I ­ - .1 - ­ ­;��_, -, Lr - - - - - - - __0 . - .9 ­­ . _­ 99 ­ ­ ' L-T I - _. - r � 9. � ­ 9-9 r- Lor - _: 9. 0 :-,- ­_ � - � ­ - ' ­ - _ _ -_ ---- ­- � - -, �� -I' ­_`_.`� L : � ­ ­ ­­ � ­_ � , " 'r , 7, __ _ _ _ ­ � L ' 9' ­ � - . r ' L O��Z, 9 ­ � r ­9 � _r ��_ � � _ ­ - ­ ' 9 ' , r . . . r ­ �­__ '. _ ­_­ q­ - ­_, , . ­ 9 . - ' LL ' ��, . ­__ �� ­ , 9 11 - - ' '- ­ ' - ­ ­ 'Z - _­ ­­ __ , � _. q . . . 9 � - � . ��­­_ , I _�� - - , � � � '9- ----- - �' L , r � - � 0 � � + - , LL , - % I . 1 19 - -1.11, ­ � � __ 9 r r , r ­9 . ,�,_+,� _­ __ , - . ­ � , , r, _� , � . - - - I _­­ . . . . . . . � - - - " ­ ­ :�_��w ��. L ­ , .­ ­ - ­ ' 9 , -- ' ­' ­ . , ,- r . ­, 9 ­ 19 , � � r . . . . � . ,q 9. ­ - L , , 9 , L' I . . -, - , - - , - - _ _ _ ,- - Z ,:,", ��­ L , � ­ Or , - ­ L - - ­ '- � L ' "'OLL . . . . . r - ­ - , � , L - , ­ - ' ­ � -9 'L � ' ­ - 9 - - - � � , ­ ' ­ . . . . ­ - 9 - - -- - - � - - L' 9 1 9 �__ __­JL � 9 1 . 9 - . � ' " L - 1. r � r 1. I - - I . , � _. - � r � 9 L _. L � -0 � � � .- -_ - - - OL . ­ - , - , 9 r r - ' '� ' - L ­9. 'r , ­ 1 -1 L . . . r .- - ­­ , . 9 . . . . . _. - L I I 99, . � � 9 1 , � ­ ­ � ­­ - - - : - - f . . , 9L+ ­ _­r . . . " 0 rL 0 '-9 T_ - % . , ­­ . � . . � I., - - '!� -:' ; 9 ­ , 0 , , ­ 9 . . �_, 'L ­9 r . � ­ , _r . . . ­ . - '- . - - ' � ' L" ­- ' ' ' 9 _ ­ - - . - ­ r 9,� 0 . . . L' L ­ - 9 . . . L ' '- LLL L9 '- _LL r 'L . . . . - - - ­ __ L - �� I + I __, r ­­ ' - � " ' -9 . r � I - L ' L9 L - ­0 '- -' ' 1 iI " r - 0 , - - . 'r ­ � - - ' - 99-L" " - ' I- I � � - ' '�, L � - __ - . 0 , r , - q - ­ - ­ , - � . . . r L - - - - - - � L . . . . . . . % - - - , r , ­ r , - I ­1 0 � . - r , , ­ 9 ­ .-- "I. _� :: - . . . . . . . . L 9 ' ' , ­ " ' - 'L '- 9 , L9- Lr_ , ­ ­ - - - L ­ ' . . . . - : �� ': L L . . . LL ': �, , r ' L - L - .- W.- - - __9 - I 9 , . . . L ­ - ". r ­ ' . ­ I . I � I . � - . . . r . " . ,7 0, L , - � ­ ' - ' � ­ ' ' +9' ' ' ­ L 9 . . . . . r r 'L. or , , 'r ­ , _. I , , r -­9 ' ' ' ' ' ­ "O Lr ' - - ­ . -.0 , . 9 ,- , r � - , , - - ­ LL9 � ­ ­ ' . . 9 - � � . o;;�� � - . - L . . . . . . . I I - , . . L - - - ­ ­ r ­ ­_ , , , , rq - . 9 ' - L . , � , + I - " OL - - � 'r - - - L 'r . . . _r - r 9 _: - , - , � ' L9. - 9 L � L _�^, _r" - - i9 - . L 0 , r 9 I ­ - - ' �, - ­ q . . 9 , 9 - q � 9 , :r - � _ L ' � - , , 99- - . , r, . . . + - O.- , - +L - � , - , , L ""' - - , ­ " - . � . , I . . . ­ ,- r - � - 'L 9 � ' - , ,:� r.L . .. .. I r - ­ 9 . - ­ � 1 9 _'_ : � , � �­ : " � ' L'9- ' ' L � - 9 ' L L, 9' :: ' I w;_ � I' L 9 - ­ r � - ' ' � ­ ­ , ­ " � L 9- � L �, , 7 - - - � ­ , 11 I - ' ' q . . . . ­ .- - L ­ , � ­ - - "'. , , r . . .. . .. . 99 " , 9 " . , - J I'- '_­�:' . L __ ' ' L L ­ - ­ , - . _= �: ­%., :_ - � __ � - - ' 9. rr ' - ­9 , , L ,+ r L� , ' 0 ' -,�AC ' ' - ' - - - - , � 9 :� ­"r . -Lr " :: I I . _" , r -9 ,-� ­. �: - I ING I �, _ _ � 9 � r' , I � __L -9-- - L ­ - - �, - " L" � _� : _. : -, . _0_qF-,3,9,8, ' - �­­ " , , L , + 10 .... 0 � , 0 � I � 0 - - . jj�E I JL­ r -1 - -1 - ­_ �! _�_­ �,'� � I "L . - r � � L . . . � , , r ­­ I Vj - ­ �'­ ' ' + , L ­ 9 9 , ", ��_Z� -­­ -- ­ - _ -, r. , M, ' _� __�,___ "- - r, ­ - , � - r , r - L � 0 - 0 � 9 9 - - - + . �­ : 9 L 1 __­,�,� 0 L 9 . - ­ , - � , ­ . ­ - , + L90 ­ . . r ­ L , , � . . . . . . . � ­ , f - - L � ' � 9 'LL ­. ­ _­�' - - ' - ­ r . . . . . . . . -9' ' L­ - L r:_'9' :� - L L .rr .- ­ . � I ,­�­ � I --- ­­ . .- j - ­ - ! .- , , � � . - r- - " � ­ ­­ ' , " - ­ L'r ­ - L I - L- , , - L ­ , ' " _r - , ­_ " " L - , , - " ", ' 0 - L . . . . . . . . 9 'r ­ . . . I , . � ­ ­.- ­ .9 ­ L- L - - ­ .- . ­9 ' . L . � Lr , , r L - - 9 � � � , , - �, O' ' � . . . . . . . . . 9 - r -, - - - , - - ­ - ­ L ­r - - - -- - - - OL 9 L " rr . L . - . � � ... ­ 'L � 91 1 , - I - - L 'L - _�% -_ -_ - , ­ - , ' . � - ,::__'�_ �: �, � : � ­_ � - �q L'� ­__ - � - � 9 � L ' L L 0­ 9 ' ' L - " � r .. � - L 9 9. . , . L - - - I I - . - I __ - - - . r I . - _­ ­L " - ­ r L ­' � ' ­ � r, ' . - ___ 'L ­ , ' 0 _r . . . L r L ' , . . 'r, _ - q-, ", ­9 ­ 'r � ­ ,- ­ L ; . . . . L ' ­% ­ , 0 � ­ L I- - - I - L . r -- - � - 7 ­ r ­ __ . .- I I r L L - -­ ': " - - - ' . . . . . . - � :91"' L L :: -� I L L "" - -�- -U - r . . . . , � _ ­ L - � 9 L � ­ ' L � , - - - - �' ' 4 L � ":� ""' ' - L � : ' ' - L ' r , � 0 9, , - % . , , , 9 - 'L " ­­ " ' , '- ' - ' ' ­ - ­­, , ­ - , - . 5 - ­ - 91 L � ­ � r �L _' :� 1 : ' : �:� � - -A �77`� � ____ ___,� _ ._ _ � ,_ - - '- � 0 - O' - L � . � . + __ . ­ . � . 'L . 9 _' - L� - L ,- 9 - . r 0 L " 9, � - �trr , 9 ­ 'L , � , ' 9 , - � 9 � , Lq L­ - , � , � � - ­ - ' ­ - ­ L - - ­ I L L ­ 9LL ' .- ­ ­ I .:� - , - ­ , , " � ­ . . . . . . . L ­ - , ' L � , ­ - � - 9 L ,- � 0'00 :: , 0 � 9 - - - - 0 9 ­ , ' ­ r9- ­ - L' ' � � - ' � - L.- - ­ . � -9 , I �_ - � ­_ r. - - " r- ­ ,- � L ' -­ , 1 99 i I- 9 L - L. � -9 - � I W_ 'r , r - L9 "r 4 .�,�.j 8� � r'L 'IL52 9 rv� . � C _r2,4%­ ­ - 9 � ,-. 4 : I _% _ "r " 9 , ' rr � lc;�r - � -, L ­1 ; - 'LL �q - r ­ ­ ­_ , . ' ' - ' . - 9. - - . ' ­­_ ­� " -, � - r , .9 - ­L. �' � L 4494�� L 0 , , 40 r" " , ­ %_ , ,-,-,r " 0 " ' L L ­ . ­ - r ' , 9-, 9 , ' - - , , - r '- ­ ­ ,- - - , r, - . � - 9 ­­ - , 9 . . . � - � ­ � ­ , , _­ � ­ � - ­ r , L ' ­9. - - 0 � ­9 � L r , ' - , 0- I ' - -- � ­ ' ' - ' , � - , , . ­ r 9 - . � , - , - L ­ ' - 0 j­ L r ­ 9- __ _' 9 � - . ­ ,- L " ­4 " ­ , L - __'__ L ' , q­_L ' r- _­ L 9- - rL 1 - , __ 9L . . . . ­ L . _r . ­ ­ � . 9 r- - ; 0 - ­­ ' , r . � " , ­ - -, L ' L , . - 0'r 0 r , -0 - r . , Lr , � . - , r . ­ � � , , ­ ­ . 9 � : ­:, � - - :L- ' �, �__ t� 4 ' L - 4 . . . j � ­ r- , � � - ' - - � L � , - '_ 9 9 ' ­ I- - L ­ ­ - -0 - -- ' ­9 ' 9� 9 L - rL . . . . L--- 0 - ­ � ­ - ' - _,__ r r ' , � .- , � � LL , - � ­09 - ­ ­ � - , � , ­ ­ �­ 9- '­­ � . 0 . � L � � " L ­ L , 4 . - ­ - ' r , __ - ­ � � - � - �- - . ­r � z :j , _­_ " ­ " ' -- 'L . . . . . . . . . . . . Or" r r' 4, 9 L L- L -:�_ ... ... , " , r- ­ L 'r ­ L, . r ­ ­r . . . L- � ' 9.1 - - , � - � - L - .- " � " - - :�: - - ­ �._j � , , _'. , - �65 -2-'L""_ 0 � . 7!!7:t r , " - _r � Lr ... - , . ­ 9 - _­­. 9 - ,r - - ­ , ­ , 9- _LL . . . . . . ' ' - ­ ­ LL L � ­ r s B" - r ­1 1­ ­0 L ,- ' ­ " , ', r .9 ­ , - 9 ­ ­r � , ­ L ­ , AG, :0: -0.87r:-_:,_­ � -, - , � � L -r4'- __ ­ ,- , � L . � , ­ ... r � - L ­­­ - . ­ - , " r - - r . - 9L L � ­ ­ . 10 I ­ r L , ­ _r 4L I . 4- ­9 , go , ­ , ­ 4 � - , r � ­ ,r L L ' L- , ' - ' - ­ ­ � , r 9 - ­ ­9 9L ' - r ­ r- � gr - .9 - j - ,9 . . . . ­ . . . "r .- - L - 0 ­ , - .- ­ . ­ 0 - - - L , 9 , r ' - + ­ L � 'L L � 9" ­ - L' . ­ - ' - - - � 114- ­r , `_.�o ­ � - ­ - � I ­ � - , , ­ ­­' '-` , L 1 4 ,- , , r. , . r - I I I � 9 ­ L - , _r � . , ­ L � % - � -- � ' - - I ,; ­ _ ­ , I , L � � ­9, . - ­Lr­­��' '_ _ 9 r 9 � ­ r ,- , - ,��, ", ' ' ��­L - ­L;_ ' �� ­ - , L r� -_ . . . . . . , _ , _ , � : �, - '!' � ' 4L I L ��� � � L L L . '­ r -111, 9 � ... ... , ­ - , 9 ' 9 � 9 - � + � - � � - . L, , , 9 r . 9 , - ­ , 9 ­ 9 rL r-L , - - ' - L " � , . , . ­ - ­' L � I . .. - ' L � r . . . ­ - L - , 41 � I � ' r r� ­ - - ­­ 4 r ­ L - r. ­ - , � L ' '49'- ' - 11 19 � 1. I __ - I r . � ­ 'L . ,- L � - ­ ­ ­ ' � ' ' 9 ' � 0 r : 0 9 9 9 1 - 9 1 1 , r9q­ _. ­ gr - � , , - ­ r " - 9 - ' ' L . - L L - - - . ' - ' � - ­ - ", ,. .4 - . . _ ­ - , ­ - - -_9 L ' - . . . . - - - ­ ­ - ­ - - - - - - ­_ - � L - - - . - � r - ­ __ , - . - - - . , - - - - ­ r . . - 4 . -9 ­ , 94 . ­ � - - - 9 L . � + ­ . 9 ' , 0 - - - 9 r- 9 ­ , ' -9 - � - -9' L ' � ' , r - ' ' � 9 . . ­', 4, L , - ' L L ­­­ � , q__ r -9- ,­ -9 L � 9 L - -0 ­ _- 0 .- ­ - 9L. - __ ­ . . . . .. . r % 9- 4- , - 4L ' r ­_. - ­ ­ 9. 9, . - . ­ ­ � � ­ - L' - - � 4- L -90 , . . . , rL � � r . . . r " - .9 ­ 1 � - I - � r 9 ­0 I . . - . . . . j- ­ - 9 . . . - - 4 . . . , - _- ' - L '- ' 0 L ­ L 9 L' L - ' t r ­ r . _. .- r ­ - L+ L ­­ ­­ -, 9- r , - � �4 � - - - - 9L, i � 9 L � 99 - ' ' ' ' 9 L L ­ ' ' ' ' ' 9 ­ ' ' - ' - - - � . . . . . . :� ' - 9 r . . . . . . 0. r 4.- 1 � L- - ".. ­ r- ' L � 9 ' ' - - �- 0 9 � - " � ­­ L r , ­ . . . . . . 0 ­ - , � 9 ­ ' ' , � : r +, ,-: 9 - ­ ­9 , ­ ,_ rr, r . . . LLr 4, r , , " ' , 1 1 - � . 4 , ­ ' - L ' - ' � _­ 4r, ­ - __ , ­ , ' ­ 4 ­_ q 9 9 q_. , " 0 _"IF: _': � 9 , � ­ -, ­ � - - '- ' 0 - 4 ' 4 � ' ­ L " � � . - � -, � - , _r '­­' ' ) � � ] � - � � ': �- �: �_rj r � � � r 4- ­9 . 0 'LL, ­­ L ' ­ ' r j , L , 4 ' L - r ­ ­ 0 , L' '- - ­ , � 'r � I � 9 � �__ -0- ­ - r - 9 ­ 9- 0 r4 - " , , -9- 9 ,- �.. 9 - . L.- � - r ' , 0. - . ­_ L ­ L . - ' , , 9 , _ � _ � , _ ._ _ , 9 � - . 0 .. - - % . � ­ , - ­ .- r LL 0 4' 9 - - 'I ­ , r ', . - __ ­ L' , - L ' , , r , 4" - L, , 9L _rr - - 7 �� 1 9 . r9 . . . . - . ­ , 9 . ­ - - - . . . L , - , I . ��_ L4 - r - - - - r r ___ - L ' ­ � ­­_ � , , 0_9 ­ ­­­­ � :�� ,�,r�­r - . 'r ­ - ,- gr , � rj_ ­ L-9 4" ' � � L-9- ' � _'�t__.!­�'­ ­­ - .- - . , ­ , - - � " I �: 'J'��� I - . 9 - - ­ ­ r . � I . I � " � -,r - - - , ,r , ­ - - - - - - L . . . . . . . . � � - " ' I I , ­ - � 9 ' , ­ 0 ��L'�ff��'-'L' ­ - � - 9 9 . . . . L � ­ � �­ ' - ' : �: _� ­:� , "g, " _': :�:­ ­ � ­ 9 +. - , , L " � ­q, .: L: L -'� .- -9'9'-4-- � - � L. � , - ­L . - ­ ­ L .. , 0 , ' � . ", ­0 L ­ 9 L, - . . 9. 11 -- L � , ­­ ' ­ - ' L- ' ' - - 0-9, r . . . ­ � 'r '9 ' . ­ , '9L r ­ ' - ­ 9 1 - . - - - - L r .9 L , , ­ro W 99, L r- . , 'L - � - ­ 0'0 4 � ' ­ ­ ­ , .- " , , , , � -- - r- 9 ' L ­ � . � � � � I I � g.- r ­ ' ­ 9L 9 ' ' ­r I - ­_­ " , - .- , - 0 , - � 9 _', ­ ­ %, - ­­ � .- ' ' ­ L � � ,r%,- � ­­­ ­ '-- ' ­ ­ - -, ­ grA - 9 L 4 ­_ , 0, L 9 , ­ 9' - 4 L - - ' 'q ­ "r . . . . - ' � , Lr .- � ­ , r L- - � - ___ - __ 9 q ­ r , L 9. , , - 0 - ' L 9 9 - - - L � r' - , 0 - q � L - � ­ L- - - L . . . . . . 9. 'r . . L ­ . r . , _ , , - - ­­ - � . ­ � , � � 0 ' , , ' 9L L - - - 1. 99 __ 9 994� - . I - . r . . . . LL ­r - '_ ' L � . - - 0 L L 4' L ­ � , ­ - , � � . . . 9 ­ , ­ 9 ­ , L r , 9 ­ . - ­ 9 L j 9 9'. , - , - ' L - - ­ . . " , - - ­ ­ 9 - ­ . L::� ,__ : �­ �: r- I:: �r" � __ _ I 11 � � I . 9 L gr ­ - ­ I I I 9 1 "� 1�� - � , ­ , . ­ . ". . . ­ - L 4L ' I - 11 - .-O.- �___ ­ . , - - _. - , , L -- - � -0 -1 - ­1 . r - 9 .,:,r _ _ � � ... .. ... ­ � 9 . L � - - - ­ ­ ­'. , _ _7 �7 t ­ 9 L' - ­ ­4�,7=-_'_=,--= ,7- ­ r ,- . , ­ , , _­_ -1 11 .,-% ­1 i 1 4 . I � ­­­ ' '� __ - 9 1 ­ I 1 9 � -,- 'I . . . . . . . 0, ­ ' L 9 - 9 � -.,- - - 4 ­ ' �­;� ' ' " ­­ - ­ ­ - ­ ' ' -­�� '- L ' L' Lr _­ __ ­ ­ I r - � - - ­­ � � - - - _. ­ 9 ­­ � 9. . . r Lr I I - L - � - ­r , - . - ­ 9 ' L -- - , L ­:9 4 . . . . . . . =:'-��_'�_�­ � � ­ L , . . 9 . � . I - - _7= . ­ - - - 7: - % - 0 ­ - - - i I - , , 9'r __9 " r . r I - r 0 - - - - ­ - ; . LL L ­ - , � , 4 � . ­ , ­ 9 4 - L 90 " 9L - , r 9 " ­ 9 L � . 0 ­ - � . � ­ ­ , ­r _ , _ 9 I., - 9 r gr , . ­ 9 . - L ­ ' ­ - .1 " 4 , � r , � , , - � ... � , � 9 . , - . - " , r � L . . . 09 9. ' , 0 � L. � , _. r " 4 , � , r L � � . . . . . . . . � ­ r . . . 9. , � - 9 � , r - 4 , - , - - ­ 0 L �L - ' L , � ' LL - 4' -�- - - - :r , ­ 9- , ,9 , ­ rr - __ r ­ 0 - ' - '- - ­ ' L ­L, - � I - ' L L 11 r_ , - LL' L ­ - � L ' � - ­ ­ ' I r - - , , - , - � 4 j 9­0 ­_ r , 'L � , ­ � 9 r . . . . . . � � 'L ' ' ­ ­ '9L ' - � , 'L, - . r_ ­ � 0 ­ � 9, � �� - . . ­ '9 ' - ' L L _ r � ­ . " , ­ L � _.�9 L __ -, : � :. �q :: ': . � ' - ' , - , � , � � _� L , - 9 L � - ' 0- , ­ ­ L' � - ­ ' - 'r , .- ­r . - , � "9- __ . L- - - - - :� r, _'. , , -,t L - � 9 � --. + , -, �, �' � � � r L . . . 9 - - ­ . . . Lr � . . ­ - - - __ , ­ 0 - - ------ - -- - - ­9 . . . . . . 9 ­ � � L 9 ' __: � - j 'r � , _. ___ __ ­ ­ ' L 0 . . . 9- " _­ 'r , - , L 9 , 'r - ,- , - - - � +_r _- ­ - . " - - - - 9-- . . . . L ' L r- L9 - J­ � � . � , _-_ � . . , W '- 0 ­ 9- L ", - , , ­ � - L - 9' � 'ro L ­ ' ­- "' " - 9­0 - '. -, , - - � � 9 � - -� - -- � � , 9L. _: - ' 0 ' - - ­' - � � - - - - - - - - L -_ ' , ­ - - - - 9�, , - 9 9 4, -gro .40. -, � ­ �L ,_�.,� , �:­ -� r , L ' ' L L - - - -'::- - �: :9 - :. � - �� :r. � :, : : �­'_ I __�: ­ �. :� 'r:� ' � �. - � . . . I - - - - 1 9 9 . I rq ­­ . - ­9 ... O' --- - . rL . - 0-9 9 L � � 9 "O ­ '_ - - �r:"_ : : : � ­ L ­ r - . ­0 ­ 4 . 9 � , � 9 :� �, -, -�­ : ' L L, , �' � r � 0 ' 9,4 .. ­ � - � ­ - - , 9 gr , 44 , , - 4' , - - .:-L-+. - r r ' - 9 , r L , -, , - . . . . . . . . 5 ' � - ' � - , 0, -- .4, L , 9' ,_____­ ___ - 1 9 " , . ' � - L ' gr r - L � L I ­ - r __ -, , r � , �4 �' �-,,M��_�� - - - - - - � ' - ­ ­ �: �­ I L , I L 11 I - L, - ' , �_ - - - - - ­ . . . . . . . L - - - - - - L, 0 . . . 9 - �, , ��_,_ "L � _� - :r "o, , 9�:+ '9 ­9 -Lor ,L r ­­q _ __ _ _ _ 9 ,:L . . . 'L 0 94 LL ' - - % L - � . ­ � � ­ 9 9 ,__ . , , ­ , , , . . , ­­ � Lr. - . - - . L - ­ ' I I � � � 1. ­r , L - . - -9 - '- - __ _ . - ­ - 9,99 , - 4 -4 � - _q_____ ­9 ­ L . ­ - � L" L' 'L I 9 L:r - _ _­ , ,- , - , LL ­49 , L - � , -0 , - - ­­ r ' ­ - ­LL � L _­ L LL L _ ' L '- - - - : : 9 , - ' 1 _� M��_ - - r L ' ' - ­ ­ ­ r - ____ - , - , r ... L­ ­ " - � .... L - . - , - � - , ' ' ... 9 ­ ­ L ' ' - ' - ,- ; ­ L r - - L - - L- � r - __ . _r 0 ­ . r ­ , � 9 ­ ­ - - , - � - � ; � ­ ' 'L ' ' ' 9 ' -9 I - _� �' r " . - 9 :_ �'9 ",-"-r ' +'r' ' � 4L _' �:: _ _ 4L - - + - ­ + Lr, , . . .. . . ­ ­ ­ ,­ r � 0 , , -9 - - � � --" :' ' L 'r , - � '9L , , 4 - , , r .9 ,q , 4 � � . ­ , 9 - , - . . 9 , , � - 4 ­ -_ - r- q , ­9 ­ +­ , ­ 4. - - � 9 - � " 9 " r , ­­ ­ ,- ­ LL9 - .- L ' ' ­ ­ , - � . . . r . ­ � .. � r, ' j L . . . . . . - -4 ­ L' 0 ­LL � ­ 'Lr __ r " r , , ­ �r 9 " � -0. - r - , - 9 , 4 -q-, - � - r r r- . ­ '- � - . r­ 9 . , " ­ ' �" ,-_L:r 9 r ' - , - . W " - 'L9 , - _9 - ,9 L L L ­ � ' ' ­9 �. - _-:,-_ or. , � - � 90, - . - - - ,_._� ' - ' ' ' ' � L ' '- � , . , ­ r . _ ' L . .. . . . , . r - - - . . . . . . L - ' 99 - , r r � L , ­ 4 - � r - - --- - - ­ ---- - r � - - - L 4 - - "' - -- � L , - ­­ - ­ - 9L 9 ­ _­ ­ - __ _ , , . . L 0. 4 � L % 4 � , . 9 ­ .- , " ­ - - - - - - - L . . . � - ­ , L __ , + � -0 ... . � . � ­ ­9 , � 9 ' ' ' 4 ' 9L ' L , . . " � , - - ­9, 'r . 9 L , �, _ , '- L r. - L_ , , r- , � , L , � L - 9 � __ ­ 9 . j ­ _r ­ ­ __ ,9L ­ - � L " - _L : " - . ­ .1 ­ � ­ - - , . " ­ � - - - L ­ � , � ­ rr - - , , r - ' L - 9" - ' ­- r � � 9 � -,- :9�L 4, - - _' - " , r 0 ' ' , - 0 " ­L , r, 90 9 L- r - ­ . - � � , � ­ - ._ I - ­ I - ­ - ­' 9 ­ , ­ � � , - � - ­ (9 ­ 4 'r I � - ­ rrL � ­'­'__ , , - - � - �_%, L .4 : .- . ­ � � 9 . . . . 9 , . .. � _ ­­ , ­ - - - - - - - - � _�' L ­99 �_,L� . , r . r � , __ I � . . -1 - . - 9 - 9 - - - - - -- - ­ � 9 ­ ­r L - " ' ' , ­L 9 9 - Lr . 9+ r L r � ­ r r', 4 . . . . . . . . ­ " 9 , , , ... , , 0 ­ . , _LL �__q ­9 � - 9 - ,9- r , 9 ­ - , _r ' LL . . . . r ­' _r ' 4 ­L ­ ' L ' � ' ­ - - L " ' � , L ­­ L ' , L . . . . 4 -0 0 rL . . . . . . . . . . ­ -"', ' - "L r L r -9 , " � r - . . � I - I ­­ ­ L 9 . . . . L- .4 9. � , 4 r - - - - - - ­ ­ L ­ , 'L . L . . . . . . _­ __ , -9 - - - - ­ � , L � ­ - or ­ L- . , . ­ - � . , 9 '99 ' � - 9r - - - - - - - ­ ' ­ 9 ' - � , � - I ­ . r , - , 9-9 L - � � - L ' - ­ L I i . I I - 9 L I - I - 11 - - . .- � , r 99 ' 9 'r , q - - - L L 09 L � - . � 0 " r '9L 0 L , " � r � I I . I r , I . - I I .- 91 q , r I 1. - 0 'r L , , __q . r­ . ­ - - - - - - � j ­ - r - - - , " " , L 9 ' - ' 9' ­' - " 9- L L L ' Lr , 9. 1 ' L - 9- ­9_ - _­ ­L ' - 9 - r . r, L ­ J, r 1­1_9 ­ _. .1 -_ ­ L . - � � I . - I I . ­­ ­ ­ - - - - ­ ­ -_ - - - r 4 � ­ L � ; ­9 - -9 9 , r - 9 . . . . . . . � � ' - - - L ^�"" 9 ­9 :' ": ':4'+: : . ; - r - L - - : r - - - L :� L - "'y 9��: : �:�4� - : j� �' ' L ' +:,� L9-_, :­� ' ::�L:-�'� � 4 : +0, : :�L : : � �0' ! ­ --:9,: - - p -� '�._ , L" - ­ 99 - ' - " 9­ ' - " , - r - rr - �L - ' L rr L . _- 'r 9, ­ r " ­ r ­9 ­ - - - ­ � -_ ' - L - - -- 9 - - - - - __ __ - - - r _� �1� � :L , " ­ � 9 9 . ­ . 9. ­ r + 4 , '­ , ' , L , ,- L r , ) ' - L '- , ' , ­ r - - 9L r 'L ­ � 4r I L­ ­ ­ 9 � . - - ' L , , 'L L '- r �;�� - L ­ 'f� ' ­ L ' - ­ ­ , - r ­ -9 , , , - , " , ­ - ' 9 , � ­ I I , - L' 9' - ' 9 ' ­ � � � � - ' ' ' ­ - ­ r9- L r r � , r ­ r, , �­ - " .- _­ , ", , � , - ­ , L ­9 . -, ­ __ �: ,.4-r.- r r-.-r " " L­ - , __99. � !­ . . . ­9L - - ­ 9 L 9� L - � ... � - _ _ - I - - ­ 99 - _... . � ­ - - LL . . . � ­ . ­ L 49 4 'gr r 0 , 4 ­ � ­ . ­ ­ .- � :_ ­_­ � L­ r: , __% _r . . . . . L - L . . . . . .. 4 , , ­ , , L- . - ­ , r .- 0 ­ 919. 1� L ­ I � , - rL, - � L ­ ­ -, L ­ - - 0 r � - - - - � . - -:-:, -, - � L- _' - -� L,L, 9- - - - 9. 'r - _ . - ' L 9 ­ ­ r , , _____ __ - - 9 .... � ­ ­ 9 ­ L' . � � � I I I- � . - ­ ­ 0 . r - . 0 r ­0 - - L - ­-, - 9 r , . . . . . . . . . � . -_ � ­ 'r r L . r r ­ r I 1 _ _ L �:9 - . . � :­ , - - , L . . . . . . L9- __ - � , ­­ ­ . . . � - - - - - - - 9 'r ' L � , 9 '­ . ' � _' � ­ L ' ' 4. � , L� �._ . , r . ­0 L' ' - , � , r' - _' - 0 _' ,-r , . . . . . . '- . - � ­ 9 , ­ - 9 ­ - , _ . - � , L . . . ., - ; ­_ ­ ­ . ' ­9 -, , . . � - , ­ 4 ­ " � , , _ % , ___ _ - -- 0- - � L � . L ­­9 , � r, 11 I � I � I 1 4 ­ L4 ' - - � 9­ %­ ­ ­ L " Lr ­ L- L , , ­ '� ' ' ­ ­ , L ­r­Lr - � ' ­ - - '9 4 , . r 9. " 4­­ r, 9 ­ ­ _- ' ­9L9 'L � - - ' ' ­ 9 ­ � . r ­ L- ­ ­ L - L 0 - r- ­ � � L9 �: �� +.9 ­ , � , , � � L .. ' ­ � L � L 9 .. r ­ - ' ' ' , L - . L ­ 9 , � - ­9 ' , I - - 9L F ' , I . ­ -0 " r I � ­_� .9 0 . . . . . . . . :r:-' _L __ � _':­�' : - ' L ' 9 - 41-9 9 L. - - 9L . . . . . . 9L 4 , , � - , � - , r � ' - 9 9 �q ­ ' r r' 9r9 9 ,� C), " . , - 0-L L - , - , , r- 9 9- ­ - ­ Lr - L � L_ - , - . ' - -_ 'L 9 - L _­ f I __ _-� �, : ­ � - " " _� , . _r , _ ___ , ­ - . - - _rL . . . r - -- - r 4. - - r . . . . . 9 . . . . ' , L ' L . . . . . . . L , ­ Lr ' L ' , - _L "j"r L - - , 9 - , 0 - � � 0, r L 9 , - I ­ 0- L - 9 .- , � , - - , , . - . - " , r � . -­ " q . -9 ­ I 9 �- ::_ 9", -, , , r, 9 L­9 r- ­ ­ -9 � . 9 , L " 9,9 , " ,.­� ­' , . r ,-O- 49, . . . . . . . . . . - ' ' ­ L , - q r "L-9- 'r r LL' ' L "r '9 . . . L - - " ­ ,9 -_ L - 9 _r or ­­ 'L Lr L -- - � 9 - Lr 9 911.1 - - � - r 9 ­ ­ 'L , ­ � , ­ � ­ � - I , ­ - ,,, 119 - ­ I I - ­ . . . 0.1 - - ­ ' , r - � r . 4L. - 0 - - ­ , , - , , � 9 9 ­ 99 - % , 4 , ­ _ , , .- r . . . . . . 99 .� , L - - - r . .- L - r - , L L . , � L" 11 � r ­ , 9 . 1. r I . 9 0. - 9. ' _­ - - " __ r- ­ ­_00 � - _ , _ 9 ­­9 r 4L, 4 - L ­ - ­ ­ ­_ , � ­ , - Lr ' L . . . . . . L. r I- - I - - - - - - - - - ­ - �L _0 L 'r ­ ­ , � L 9L � - ­­ � L _ , - 0- . ­ . . . . . ggr . . . . 9 � ­ . -, ­ L - -- r' ' 9- r __ I I 9L ­­ L - - r - L ' L L .. � � , ­­ - 9, � I I .1 r L 1 1. ­ 0 . 'L r- 9 � -9 9 � . I - __ _ _ _ . _� 0 _' � . L9- r _' I L -_-_- I - - - -- - 4 - - - - L 0 ' ­ , 9, ­9' - ­­ - � - - ' � � L4- ', _ : , L �::::: , : - - -, ­ LL­ L - r , r ­ ­ . - - .- - , � .. ­ , r - , , - L - - - - L , L 'Lr ­ ­ . - - : , , 9 , : , _: _�_ - --- - - L :'� ; �0, _ _ . _­ ­­ � . . . . . . � " ­ " , 9-r 9 r r, . � . 9 . ­q- - , 'r 94 Lr 9 , ­ - "r 9L , ­ , 'r . . , 9 , , - - - ­ .' r , 9 L , ­ � . __ r, , - 9 - - - L ' L 9 ' ' - _. ­ I . . "" ' - ' � ­ ­9 - - 9 - _r , - ... - - - ­­ L, r . L . ­ ­9 - L ,:: � �'�, �:9 'L . . . . . . - - - - - - ' - ­r 9- - , , . . - ' �L L - r� -, L r.- � , -�-_L I 0 r ,�� . � L . . . . . � . . . . . . . L- 'r . , , - - - � -'I--. - L - ' ­ . - 4 .9 -, 0 r, 0 �. - , 9 � . ­ L , , 0 ' ­0 - 10. 9 _� _L _ �,_­, -, �: : , �_ - �: . -9 r , ' LL , -,r � . . . . r X , ­ __ r , ' L r � . . . . L LLr ' -9 -, 0 ­ ­ � , ­ � � L' _­ r , I I- -1 ­­ ­qr ­ � ' - � LL ­ ' ' - - + , � � _­ - � '� r r LL , , 'r L ' ­ � �­ - - r ­ , r, . - . - 9 - - - - - - , ; '� - ' ' L , r , - ­9 - - , , - 9 9- - ' ­ � r ", - ' 9 - ""�"�L __ 91 19. 1 � " 9 . r -0 , - ­ - - 9 - ­ 9, " , ­ ' L � - - , 'L , " - - - - , + 0 - 0 __ r- L r 09, r.4 ,9 9 '­ . - L - - .. __ ­ , r 9 � 9 , , , r -_ Lr . . . L ­- - -49 ­ ' s - ---- L - - - - - - __ 4 L . L - � - - ­ r- - . __ 9 - rL L� 'L r , - 9-0 99 - � - - % ­9 - r - - L - - - 9 . . . . . . L- - L L , -, + ­ 0 - , r � � - - ' ­ � 9 - L' ' 9' - -9- ­ r r, 1-9- 9 ­ . I - � ­4 ' - ­r , 'L � � ­ ' - 'L - ' ­ � � - , , - 4 , r , - 9 ­ - - ­ � - L ­ L " . - � - ­ ­ - - 9 - - 9 , 9 9 - , 4­ � , - - ­ ' - - __ r - - � r. . . ­ " - L � � ' - ' ' ­ - ' ' ­ ­­ ­9 L - � " '- -9 � � � . I 1 119 0 . .. r - - , - __ rq - . . . . . . � L. . I - ­ 9 L- ' - ' ' - L 9 - - - , ,r,r f ­ ' 0 , ,q ­ ' ' L- L __ �. , ­ r . , ' %9' � - �L � � � - 9 , �­ L -9L - - - L " , , X - , _­ , L . - 4. i _ _ - L LF >c " , � � , r - ' Lq 9- 9 r - ,� � - � 9 : : , , : r : � � 9" q,�,r�: c - - , -9 . 'r , 4 ' L , 4 r 11 9 L' L � I _� ' r �­,' 9 I - , 4 9 - � , r 9 . . . 9 L . " ' � 9,9 ­ - ­ , 111� __ . I .- ­ ' r 1 9 - ­ . 9 r � � � X r- , 9. . . . �:� -1 I—, ­ ­_9 , . . , , 4 r ' ­ - . 4 ­ L r L ­ ­ 0­ . - 4 9, - '_ ­­ T - _r ­ L - '- , ' � r 9, r 9. .9 � . . . . "' , , 0 , r ' - 9 " ' ' ­ , - L ' , - "" ­ - , � � r 'r 49 ", " ­ , LL' . 1 ­9 .1 I L L9 . ­r 9 . ___ 9 � 7 " �: L -- 0 ­ - - - - - - - rL - - - � , .9 - - - ­ � " r , - L" - ' 'L - ­­ ­-, - '" - L , . _00­91 � -� _' L. 9 L, , , , ­ - ,- q . ­ I - r ' ­ I ­ ' ­ "gr L - " ­ X ' L, , 0 , ' ­ 4 r ' � ­ L '9L - -0, ­ . , - , ,rrr ­ ­L - ' ; ­ r_ r - - � 9 - - + - 11 I � 99 L Lr � - . 4 'r - - - 4 . �, - 'r . . ,- L . 9L . - - - - ­ ��­ , -- ' ­ - 9 ­q. � , � ­ � ' � - ' ' � ' 09- ' ' r . 9 ­ � . 9 ' , ­ - , " ­ r ­ 'r , 9L 9­ _' " � ­ ' gr - rr - L � ' ' ' - - ' - - ' - - 0 Lr 0 L ; I . . . ­ ' ' 0 � ' ' 4 - -- 'r r r _. .- 9 � L , L - ' _ : :�: I � I ' , '- ' ': , ,- 9 , , - , r ' ' 9­ 9 ­ , LL , , _: __ - -_ - - -_ - -�­ .. : - � , - _. ­� r � : . . . r � L -.__9 , -9 -, - L* L ' ' ' " - " , - ­ L - L L ' % . -9 - L 0, ­ " _­ , , , - , 'r , 4 9 ' . ­ ­ ­ ­0. ' I - L L . I- L . . . . . . . . � - -1 � L , 5 � %� � % U F �� L %H r �q Uj L -9 9- ' - ' ' - L - - r 9 - , ­ .- -, . '- - . r L - - ­ - - __ 9 L + . . r ' - -_ , , �-- ­ ' - - -9 ,__­ - - , 4L, -9-. ___ r' - - 4r 9 r -_ . - , ­­ ­ , . ' . ­ - L - , ­ - ­r ' 'L ­9 � ' ' � - " , - ' 0 , - ­q, I - ­ ­ L - - - - r -0 - - - , ­ ­9 9 - ­­ L 9 �_ " ­ � - ­ . L, -, ­L . % - _. ­ gr 4L ' ­_ ­ % � , � - _­ . r ­ , , ­ 9 ­r . �: __q -9- � � - ' ­ --- ' L , r -0- . . _ , , 9, ­ 0 0 . . . 0 - L, , ­ 9 � - ­ ' - L r - ­ , . ­ , r 9 - - 9' ' - L � -- Lr L. � 9- , r . j __ � ­ , ­ - " , , :L��, 9 : ­�.L:, '­ -, - 'r 0, �"q­ - " ­ -r%r '- r ' -, .- ­ ' L ­ ­_ , 9- . � - L L 4 ­ 4 � __ . , 9 , - - _ _ ­ , _____ - - - - - 11 - -r - ,­ �,_:r , _ _ :� � I - I 17 1-11-1 __ - 9 4 9- 9L _: L 1 - '_'_'- L : ' _: r � L , ­­ , : � ­­­ 9' .. 0 - ' - - L9 L- 9 . r L' .rL, 'r � - rr ' L '� " :� r - ­4 ". ­ 0 9 - - I -' -- I I ­ ­ W � bj - - ,_ I 'L, - ­9 . . . r , , . . . . L LL' %0" q . . . L , r 'r +,.r :L. � - � 6� , r4 q . � , . r . ­ � . . . L . ­ . . r � � L , 4 ­ ­- LL­ � 9" -, L-� ' , ' -_­� � - - - L ' L - , - � 0 L � , � _ - . r ' � � L,- - _- - � L _r � L + L, 9� , ­ ­ ­ 9 - - - - - 9L L � � �' - , 9 - r 9 r L r - L � ' � � - , (_j _-� f ,_ � L� _ _f L � - I I - .9 ­ r r - - - 9 ­ ' - . , ­ - ' . 'L , - - " - - %_ , I - � __ _ � L- -, ' 9' -, Lrq . . .. . . . . ­ , . 9 . . . . � ' L� I I I 11 . . I . I : 'L , ­ . - 9 . - I I ' L r z ­ r � � ­ " " .9 ­ ,- " . ­ 9 'L -, ­ %L , . . . % - 4 1 � � - " ' ' ' ' - L � ­ - - ' %­ %1. � - I - . 'r- - � L' 9 ­ 9- � ­­_ ­­ ­­ ' � - � . ­ . W­ 'L . . . Lr - 4 - - - - , 9 r L_ ' -- - ­ - ­ . ­__ I r ­ . . . . . . _r ­ - - - r- " � - - - ­ " ' ­ 9L � . 9 r , - 9% r- 4, - --'- . - . - - __ - , . - r . . . . . . . r - , 9 ,� L ­ , , , %, � L - r , L- r, I - - ' L -49 - 9 ' ' , ' 0 ' L' - r r . ­ ; _ - r - - L - 11 L r . 1 9 - ­ 0 - � ­ , ­ -9L , . 'r . . 0 , " , , ­­­ ­ . ­1 � L L , 11 . . � Lr% , � . 0 Lr - , " - - -_ L : L ­­ Lr,r,- -­4 'L , ' "' '- - . L ­ ' ' - ' L � L � ... 9 99 - - ­­ '­0 ' ' I ; 4 ' ' ­ � , - � 9 _­ L - � ­ 0 , ­ -- Lr ' L- r . , - L ­ � - - - - - - ­ L r . ,_ r- L - L. r ­ , - - , ' ­ " , � L ­ ­ . r ­ � ' - ' L � L. , , - - � ... ­ , ­ 9L 9' - 9L L - � ­ - � � ­ r 9, , - ­ � r - - I � � _­ � 11 ­ 0- . -.r � ­ rL " 11 , r Lr L 9 . .1 . . ) �, �r� �.',:_ + L � � - 9 '_ : _: L 'a . r , - r - ­ - 9 ­ " - - 0 , 4-9 0 gr - % ' rr r, ­ " - L (Y - ' " r4 _ - L - - ­9 : . : , j r . , � 9L . , 9 -9 ­ � ­ � " 0 ,q , 0, , ­ r- , 1 � .- 9 � Lr 'L - . .- - L". I - L . , . , ' ' ' ­ � I , ­ . Lr 9 'L � ' , L 9- ' ­ "' - ' 9 ­ " " .9- ­­ ' L' _ 9 r _ - ' L L 0 L' � . "�' � : '-L' I 9L ' r ' L - ' ' L ­ - � ' ­ � - 4' ' - 4' L ... L L � L - r , r- ­ ­ . ­ .. . ­ � r , 9 " - '; r � 9, ��:q� � " ' 9 , L- ­ L ­ , . 4 - % L . ­ ­ % - ­ - ­ - , , 1% ' - - - ­�__, ��_L: ,­�­. � . ­­ , - - ­ L '- L-% 9 ­ ' " __q , -, r � - - - .--- - , __q_L � 9 r ­ , ­r. � , ­ ' � ' ­­ L _­­­ - - - L . . . ­­ ' � � � -4 . - 9 � I ­ r '4 � % r " � __ , , r ­ � 9 9 �� __%'­ : _. , '­' 7: __'� - - - ­ , ­ ­ I , , ­ ­ q­ , ­ ­ 9 ­ r ­ � ­ - , %, - ­ ­ , � L , - . � ­ r . . , ­ r- r - L % ­ ' L . , :"� �_. L - - - - - - _­_r - 4 . � ­ . - 'r 9­ -, , L L ­ I ,�­ ­­%. , 9% �� - �. - , : �� L � L- ­ L . . . . . . . 9.9- ' . , . _r . rL . ­9% , ­ ­ " " L r . % ' L ­ L L 9�' ' - '- � _ - -- ­ - L - �_ � :_­0 L 9 - L ­ ­L -- - - - - - ­ - - � %'L L ­ � L ' ' ­ ­_ L- LL - ' - - - - - - - L�- -- - 'r __ 9 - ­ - __ - - L ­ � - - L , , r ' - __ L _1 � 1.9 - .. � " � L ­ " ­ " jr ­ - , - . . . r - - ' ' __ - ­ ' - - r - - - - � , ­9­4­ . . , , OL __ - L L , - r - ' - ' 9 ... L L' " L' L . - L 0 , - . . . . . . . L � . - _% ". � - ­­ ' ­ ­ ­ � - � ­ L - ­ - 'L � h ­ ­- � r ' rr r ' L - � ' - ' - ' ' ­ A ' � r 999 - ­ - I I I 9 r r _' " . ' ­ ­ 9 ' L9 ­ 9 '- L " , , � . . . � 99 9 L � ' ' L - , _r - . - , - - _r L'9 ' Or- - 0 - ' 4%L . L . ­ . . . � - L -4 - - ­ ­ 9 ,r ­ 0 � 9 � ­ , 10 1 4- r - - - ­ ­ - r r - - .-", q -9 � rr rL 9 %, - + ' O' L ' - ' 4 9 ­0 - L - r 4 - - . � - � 0 - , - r " ' 9 L - - - L ": 4 9 . 11 - I - - �� ' 0 - . r _r % r ­ 'r 0 ­ U � , , 9 - 0 ­ LL r � L ' � - +9 1 1 1 , 9 , ­ %r L 90 'r . .- r. ­ . . . ' ' L-9 - . - r . . . ­4 � � L ­ r 9 7T97 , - r � - L , r � L - _ Lx 4 . , ,- r. , 'L rj � , 9 � � , L - ­% - - - - H. % - - , ' r . , � � U ­ L, ' - L � r ­ , . :. ­ � % . _­­ L , , 4 ­ . 'r .00 19 11 ' - � L- L 'LL - L ­ L' ­ L % - I . I - � 0 1 - I - r � L r ': r r'� , _ L 9 L � % r- % - 114 I . ­ 1, . ­­ gr 9 'L4 I � � L " L - � � � - -1 11 - - ' L L - ­ - . -, , L , ­ ­ - 'I- �:: 9, - 9: ' - "' � : ' ' . � - r L 9 ' � -, � - � 1 9 L� , � - , � - 'L ' - ' � L ­9 " 'r =_ � - - - r 9, ­ : 0 r - _ : , , � % - : � L � , 0 : � � � % 1 a� __ r �. r r ' ­- - 9 - ­ - , , - 9'r ' ­9 4 0 ­r - r _- __ 4 - : � . . . . � � � 9 r �­ '. -, r �� - _ � . : 7 4 - , - - - 'L _% , - ' Lr - L . - __ %_ L ­ - 0 ­ -, ,� 9 , + __ , 4L, L , ­ , 9 � , ­ ­ , 4 . , 4 � , ­ , , ­ ­ - I . , � _ � _� - - 0: �_" 4 , :-,: ,.�:: 9 � �'. - :�­ . . . r .... . .. ..... L , 9 % _ .1 9 1 L L 9" r 9 i ­­r � - 9L -94 %­ ­4 - ,- 9, 9 9 9 - , - �' L , r- ­ O' 9, ­ ­ . . . . 0 . . . . . . . . . L ­0 L %L ' L .-, L - I I I - � ­ r . . . L ­ � 9 0 ­ L' - ­ 9 __ - - " , 9, , _' - __­rq ­ ___ 9­9 . . . * 4 ­ " ­1 � I - ­ � _­ 9 ­ -, '- ­LL ­ __ % ­ . � r r r Lr. . . "r- . - - . ­.- -, .. . r %­0 :2 - _. , 9 % � � L � ­ - - - - - - - - - - L -- - ' - ­ L . - _r , __ � , 0 . 9 � � , 9 ­ � .- ­ L, 4 ­ , , ­9 , 9 - , 0 � r- , , 9­ - 4 - ' - - 4 ­­ % L 99 , . . . r _­ f�: : ,_"r7%�: �.. _- :L 99- ­1 I - ­­ ­ - I I 1 - "I _ z . -1 . . . ­ , ­ ­ ­ , 9 r r , , - . � 9 - - - ­ , ! ­ 9L L - ­4 ,r ­ r. L 9 9 - - L' ­ - - - ' 9- 9 - - r - - - - , � r. 9, � ­­ r � ­­­ ­ L - L , ­ ' r , , t _­', �L ­ �,� , 9 ,�, - �L. , , �* - -' l� - - r ' L � 4 -, � _ - - r , . " .0 - , , ­ ­ .- � - . - , - %_ - ­9 - 4 . . . � r _ :L : ::l 4 'r ­ ' � L ­­ ' ' r- , r, � , . � ; 4 . ­ � L 'r � ­ __ ­ L r - ' L � � � 9 L W , ­ , ­ 0 L ­ ­ 9 1 ­ 4 ­ % i - ' . _r . + . 'ro- r .9 - r , - , . , ­ , 9+ - . , -9 ­­ ­ r ­ I %L I , ,�4 L - , " ,.- _' L - "' - - , ' L LqL , r L , ' ' - , , 9, 9 -.4, Lr , ­ r : - : ­'q� � ��­ :� ­ , L -_ '- - 9'% L � - , , ­ ­ - 9­ ­ . ­ - 9 ­ % LL , r. Lr � 9 , � 4L% L 9 LL %" -- ' , " ' 4 - Lr �L 7-_­1:'+ _�'­" '­'� ­,"_ �:: , , : �� " r L' I _ _' � . 9 9 � . ­ , ­% ­rr" r - - - , �. - 9 . . . 9- 9' 'L' 0 - ­ r. ' "' - - ' "' ' 0 9 9 ' 0 'L - %-- : , 'r, :L-,:: _::�, 9 , _ �_ _ , - . . . . - -9, , r, , . L � . . . . L % L ' ' , L , , , . - I " 4 , �: � �: r% :r_ r'­9 r_ � ,� - ,� :­ -_ L.0 �: 4 ��L � �L _ 9, , 4r , , ' � L ­ - 91- 1 L ­ - 9 - , - ­ r 9- - - 0 ' I , - % . - . ­ .- , 4 . .9 0 r, + _r - ­_ ' '- L, r __ _r - c . . L L � - , , - ­0 r ­ 0 . � ­ _% r - ­ � .9" 9 - L ­­ ­ r- . - %­ ­ - - - r " r , r - - 'r - � - . _- 9- L , ,-, ' __ L -0 9 - - - - ­ - - - - � - - - r � -9 ­ - - - - - ' f � _% ­ � - L,r-4rr ­ - , - 9% , 9, ­ , ­ 0 ,. r - - ' ­ � , " - "' ' , -- � 'L - ­ r - -0 ­ r- %-- , 'r - 9 r . rr � L - , r.- ­ 9 0- ­ ­ ' '- ­­ � ­��, __ r _­,­ , ' - ­ - ­ � ­ __ . ' - L L 0. . - ­ " L � - - - i " . - ­ ­ ­­­-, _­ ­ � . ­ ­ . -4 ­ . � � 9 , - �­ -9 r 9 L ' ' � L ­ -, L : , L ­ , - ' ­­ ­ . 9 9 ' L - � � ' - ' - ­ '- - - 9 ' 4 - 0 - ­ ' 1 ­4 -9 ,�:�­ - %Lj , ,� : �L, 3 __ ' �, 7:�� � "­ " � :� ' ­ - , �, � - : :, r � - -, _: � 9- - �_,.:+"011 , , ,.- %-, '0 9, ::�_ ,-. , �� , , 9 9 '�: _� 4 I , - - �. . ': L __ 4U r ­, � : , . - :1 _ , r � � _ I I . ! N "" �­ - ' L- ' - ' '- . . . . . . , . � , - %, r r - " ­ '_ r - r ' L - ]L :�I7L 'r � ­­­ 4 L ­­ ­' - ­ r ' , ," r ' L­ , r � - . : _: : � _9� , r 4L. , ­ .rr- , - L - 99 . ' - ­ % - - - L , r* , -, r 'r 9- rL ' ­ ­ � 4 ' ' � L � , - 9 , r ,- ­ 4, ,9,- 4 � 0 , ­ . . . 9 " - 0 9 ­ ­ , ­r - ­­­ , L - � � ­r r , ­'r:q"� �'_ �__q � I= - �, _r , �0) :�� � ' " - - -- . ­ - 9- ,q - 9- -, � rLL � L . 1. - - : �' ' " ' � �_ : �:�__ I � I ­ I— 9 ',, ­9 . . . . . . . . L, 9 '" L r ' " ' - L , '9- - ' ­ '99 ' ' -9 , ­ 9" :L, LL ­ ' � , __ ­ rLL ,, L - L ", - ­9 ­ - , - - H , , r ' , , 9 � � 09 9 ' ' 9 ­9,9 - ,- L r r 9 .. ­­ -1 9. L, - , L ' 4 +' ­9 'r '- __ , , ­ - _: - I M '­e­ ' � ­ � � L- - - 9 � ' 9% ' + - L - r 9'. 9 r ' . rL L ' LO � 2 - - _� - - - 0 . , , _r � - ­ - 4' ­ L ­ . . . . 0 � Or r , . � I ' ' ­ " . - , " - , , " 0 9 9 9 � - r L 0 ­ - 9 , ' - , -, � � , ' . L , ­ � r go r ' 9 ­ 'LL 4 - __ 'r 11 � ,r - ­ - , , r L 9 " - 00 9 - ­ , L, ­ r - . . . � .... ", L ­ , rr � 9 r ' L .1 - ' '- ' L ­ 4 - 9 .- - ­ 9. r L :% L ' L t � �_ - r " r', ­ r-9 ­­ . r , 9 " , . . . r . _rq_' � . -,-- L. . _. - -, , . ­­ r. - " % ... � r, I -.-- u I , Or I % 9 H . . , I -_ : � ­ r - " 9- ­ -_ ­ ­ ­ ,4 9 ­ - L - L 9 ' � ­ L . . . . 9 . ­ � , % - . L .- � . L' 40 -- L 0 , -9 - LL - L ­ , ' 0. 9L L -99 r . %9% . . . r. . . .9 0 � I., - �cc L-% " - ' -- � , r% - - _r � - , L_r r 4 , � ... 0 ,::�L"%� "9-L o __� 0% � - - I . _ -5;­'L - -0:, :: � : :-.+- r,.,:,- . ��­ , - ­ . . . . 9 , _r - , 90 __ - r + - 'r ­, ,-- 'r -.,� := , ,- :,L:, - � - 1 ­­ '- ' L, , L -, -, � , r L � , L- - , - " ­ , r '9 % . . . . . . . . L . . . r - - __ 9, - ' 'r" 9L - , , , - r " - - '- ­ L� - L 9 - - % 9 - % _- - , . - -­ ­4L - - 9­- - - - ­ " ­ ­ , ' 99 I L - - - L 4 - ­ . . . ' - " ' ­ ­- ­ - - ­­ 9, 9- . L . -_ 9 '% - 9 L 9 ­ , � ­ _. ­ ­ - _- ' . L ­ L - -9- r_ r � 'L - ­' L . . . . . . . . . _­ - . L- 0 ­ - ­ .- -9 . �_� . , 09 4 - ­ - L ' - � r ­ L . . . . . . ' - .- - - � ­ . - � %'- '- ­ ' L 0 9, - ­ ., r 0. ­­ 9 _ . +_ � 4 � - ' ­ L 4 ­ . ­ r ' - - 9 ­ 9 . I . ­ . ­ H - gr . - . � � _. .. �4 : , . � r � ­ - L . ­9 - L_ � � ­_ ­­ 'L 'r, - L L , ­ 'L 9 , - ­9 - . 4 - ­ - . 9 r, . ' .. ­% ­ ' , L - , - _­ L 0 - ". - 'r � __ . ' . � - , %_ , . ' L , - N L9'00 ' L -- - 'q L- 9, ___ 9. ­ _j - - - ­ r - - - - __ r 9 - - � . - 9 r - - - " . . 9 0 . . . 9 L r L LL 96 . to M L ... ' L , - r r- " r j %­ � "r . . , ­ , 9 � , � L , " r L 9 4 , . - - - 0 � % I , - - - - ­ L r- 9 v � m r � + � - 9 r ­ - I � % ­ %­ L - ­ . ' �_'. _­ __L �.Uq 9' L U ) ' - ­ - ' - � � ' -- , L" _F.*j - -It _ ML " 'L - __: - ��r ,; A . . . . . - - - ,- __ ­_ 9L _' L . r , ' _­ _99- ­ _. . - 9 - ­ ­ ­ ­ I r�L .,�q _ 9 %. __ � , . ­ ­0 L " " - r L , - � L . . . r% L - 0 , 9 � ­ - L-L ' 0- , r L , r , � 1 9%9 � L 9 . . . . . . . r . . . . r . . . r. - r ­ - ' ' 'r 4 . ' - ' L , - 9 .... . r, - 9 0 L90 0 - . . . . . . � � ­ - 9, � - - -, '0 , - ,4 " ­ - __ ­ ­ 9­ � � ­9 (D . .- 'r M 9 ­ r ' - L rr -9- ­ - .... � L 9 r- - - , . � _. r L - 9 M-- r� . . . . . . . . . . . . r - L ­ - - - - - - - L9'W - L -_ ' ­ 0 % .. . 4 . -, , 4 " - r -, - . - � L 9% - - - ­­ . , . ­ - 0 ­ 0 - - L- L 0 . . . . L ­ �' - 9 � - ­ - L . . . . . . . . 4- '9 ' . . ! . ­ ­ , r- L - - 9 - 0, - - ­9 -- 9 rL - ­ ­ r - � - �. 9 9- - -_ -9 - - r L - %' ' L- ­ 9 -_ . - ' - U L- - - - L , - ­ - L 9 L L " I ' - ­ 9 4. 1 -1- %' .1 . . . - . L ' ­� ' - - - - 4 __ - ' r -9 L - __qr__ - - , .9 9 r , 9- .9 . L. .. -, -__ % L . L - - � - - - � , 9 , " . 'or � ' , ­ .- 0, ­ , -, � , �. - �,-.L: L - ' ' - L - _. 9 9 'r - - L L - - _ �- : : 9 :L L� � � : ' � M . 10, ­ gr , . r4r 0 . . . . - rr - r - ­_ . j� . , , - ­ , 0 , ­ r. v - - - - - - - 9­ ­ 9 ­ 9, L L­ ,CLr . I - - - - - - 10. - [D. ­ ' ­ r ' ­ _- OG 9 ­ - - - - , - - __ .- - - r � --- L_ ­ ­ , . . . . . . . . % , "', r , ­0 . . . . . . . . 9 -9 - - L ­ ­ _' r4 L ,- - v% r ___ ­ 9 9- ,;L ­ � 9 9" L -­ r - - - L ... ­q­ - - __ ­ � , -4 ­ � � 9 , ­ ­r_q - - - ­% . . . 0 ­ ' ' � LL � .9 - , 9 - ,9­ - L3 9 ­ ­r . - � ­ - - - - r ­ . 4 . r ­ m .9 � - ' V � ­ .. . . . . 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L ­ - - L ,9 , , - V9 " __ Log L, - % - 9 gr ­ ,-rr ­ '- j ' � - ��:%_j 'r ­_ --' - L ­ r ­ 9 ' . _r ' - - L- - L ­­ r' L � 0 '- _r r L � L ­ r' '� ­ ' _­ % ­ , "_,r ­0 . � . 0, % , r, . - Lr , 9 - � �L 9 9- _ ­ ­ %_ L, ' - L '- .1 v I - L L - " r � , ­ ­ r 'r .-,-r9 ­ =�_, �.�_ , ­ 4 9 ­ L , V - : :. L ­ ­ ' ' ' - v r , L - L gr ­ - � , - '9 - � ' - � �-,- �L� "� .-.4 : 4r �': : ­ -" �_� : � 4, f: �� - � "�: :L. , � �:� __ �_ " - - - - L ­ ,. 9 . � _ . ,9 r - : _', : . 9 , '_ 9 � : _:. __� - - - - - - - L �9_ � t j� r ­ - , % � ­ 4 r 9,9 ­ , .. � . . . 9- . - - 9" . , - % 9 , 9 9 : � 1 9 1 % __ , ­ 9 r 9'r . . . _9 __ 'r 0. ' L ­ . . . . � . . . . . . . . 9 - - - - - - - - % ­ . 9 9 . r r LL v 1. . � 4 9 - � I � 4 '� � jj� 4 _r: : - - - - - 9 L - : � " - L - L , 9 ___ � : _L 9 + � = . _r - ' : L �'_' : v �� _ ). .- 9 � '.' :--,- ' 'L� -� rLL ` - - - ' - -jj � - f, ' 'M - L � ' ' : ' � �, .- 1 ­9­ ­4 1 � I ­ - � rr_.�:_: :-r 9 ­ r I " . L - 9. � ­ ­9 r L4 . , � � ­ , , 9 , - ­ r, 9 ­ 0 - , : � ' : �­% ­r � 9 r - - - L ­9 .v , ­ � " ' L n__r jj� � � r - ' L: :-7 r % - ' = � �r L :: , - - , L L ' _ ­ � L r , . 0 L 9 , ' , 9 L __ , r , , 'r. I ­ 11 � .- r L ' ­ ­ 0 , � ' '- - ' � 0 -­ ��q 0 _. Lr � L , , ­ � , ­ 41 ' ' ­­ 9 ­ + - - - ,% - � r- - " r " , - L , , , 9" + L. -- __ rf -_- - L- . . - 9 L % - -_ ­ � _. . ­ r . . . grg, L­ � j � � _ , . 'r - ­ � ' 0 % - � - - 1 ­ - r '9.:­ - r ­ L, , gr, L % 'L ' . .1 ­ q . . - r � ­ , � � ­ 0 4 .9 � � - __ , , . , - � � , ' % - 9 , � ­ vr '0­ . 9 : - L - - - - , ", - ­ 4- 9 - ' rr L - 9 ­ L - - L - ­rL L ' - � ­ 9 - � V - q . . . L _� � : I L ­ :_ : 4.-M � �L _- � � , :,-"- U, ,: - �-­- -..% 9 - - - - - - M­ ' ��, - ' " ' ­ I I I . 9 ' � ­ � 1 9 L ' , 4 4 - L OL - ,Lr- .­ _' .. : __� � ��: � ::- : . L, r 1 , , , - r r, 9- 'LL , ' : -__- � �� : -- :-r �' r _+ 9 L : . , :1 I � 0 � , : L-: r L I r 9 r 'L 'L L L L. � . . . %­ __ I I - I ' , L , - r 0 . . . vr ­ 9 r r I I ­ - , L r - . L L , ­ . %. - L ­ ­ I - 9 ­ , r -4 H � ' , 4M , � L L � - _r - - . . ,- L ­9 . �� ­ ' . 9 ­ ' , - __ . . ­L � L - - - vq r , ­ . � 9. 'LL' - I - 9 " ' . , , , , L ­ r . � - ­ ' ­ ­ ' , r .- r - L '-� � � r - . r � . -,- - .- - , 0 - - V . L r � - ­ r - ­ ­ , . , j ' , - L r ­ - .- -=.-- � - r: . 9 � - - - %r,L � ' ' 4W . 9 - - ­9 9 L - ­ UL ­ , '-9 - � '- L . , L r - r. r- ­ r _. r - - .- r - '- 9- ' ­ ' - ­ -9 L - ' .. � r . 0 ­ � - 0 - - - 0 , � ' , 0 - L - ­ - ­ ' r - Lr , ­ 9- , __ ­ - -9 , -4 9L ­ 9- , � - 0 r . . . L � - . . __ rL L %, -_ �' ' 4 .- - , - ­ r ­ L __ _r . . . . . . . .. 4 ­ - . 'r - - .- L r- - ' . - ' L 9' V � Omr, . 4 � . ­ 'r , - � 0 r � ' ­ r - LU ­0 . . . � r % . _­ - ­ r -0 4 L , - ' - , ­0 . � ­ L4 , . _' � t � 0 - . , ' ' ' ' ' "' '­ '- 4 - '. � � �� � - O-L-L , r9 ­ - - ­ - , ­ ­ ' , . 4 _: ­­ . __ % , � ­ .- ­ , 0 9' � r " '- - - - L 9 � r : L f '� %9 , r : , L , I . - _ -4- r , !��, 11 91 , o� v � - : fl r .v � 11 0 r �' ­r." , ­r � � - �j 'f ­ ­ - ­ , - - - - ' � ­ r .. 9 - , L- ­ - - . , 'L" ­ _ 0. _ _ 1'r ­ 9% L q .. -, - '4. . 'r _­ r , - 9 . . . . . . 4- 9 ­ , 'r 9L r 'r - - r - - - q - - - - - - 9'r - � , � rV L ­ , -- - . , r r r 9- . 9. I __ � . . . 9­9, - " _r "' ' L ' V � ' I . 9� - � , � � r' � r A - 0 W - . L-L . I v 4 1 r, , � . ' LL - - 9'. r L %'- 9 ' i 'j- j�j - ! , . . . . . .. L - - - ­_r . 9. - %_ r. r q 1 1 - ­ "r - r- r L9' M'-- _L­ _v , r - __ %, r % ...... r ' - � ' ­' - r , v , r � - ­ - ­ - L ­r , , � r ­ ' ' � ­% L - o� - - , r V � , - ­ '- 9' 1 I - � , - - , , , - - - � � 9 r � ", ­ ' 0 ­' L r _­_ ­ ­ - ­ . . . .. . r - - - - - L- - � '- -% . . . - � - rLL ­9 r- , , , % . -- % ' ' __ gr - ­­ r ' ­ � L - � - - ­ � ­ - � ­ L , � ' ­­� � - I - - ' ­ '- 4' � -0, . v , ­­ r ­ r' r, �� r L ­9 ' 0 L go L , - _9 . � � , , _' 9 ,9L- -, ' � " __ _r V 9- - 1 1 , I ,,,r, "M L-_- - -%L . ­ _. __ r L ­ - � _. r - ­ - %L - - _ - - 0) 1 '� L LL _ � _ _ � . . . . . . . . . � 9 � . . . . . . r 9 L , ­ _r � � � 0 � , . _9 'L ­ - ,� ' ­ % . __ , r - 9 ­99 I - 1 9. 1 1 v r " ­ . '- r. - - - 1. 9.1 1 , ' � - L ­ ­ L ' . .9 1 � - " ­ . ­ - ­ L . . . 9 - __ 9 �_'q% L . . _-, ­r- �� :4 ' -, �� , 0 ,_ , L ':L ­ � 'r � - ­ d ­ -:L L -_-:�: .' :: , ': ,- �% -_ � : , -.: � .,% r r'LL � _ � , , � - �� � --,. %. " 4 L : - : - , � - -, -- -- -- 9 . . - r ' - rL , , ,q ­ - " � .1 ­ r - 119 . I � . . � ,9 . . . . . L L 9 ' . L , M L , ­ __ 99 - . %L . " r ­ I - � '%L gr ­ _ � L- I - - - - � 'Fr ", -­�V ­� ,--: L ­ - - 'r, -_L I I , L ­ ' '�:: L � ' :� -__ , _ _ ) _ LL, , ­ . , L L . . r LL L . 9 9 - , L Z_ � LLV , r L LL - % v _ % :..L.: _r ­ ­ . r 9- , r 'r v - % 9 ­9-v r . , � � . ­ ­ _ , - , , ,9" . , _­ ­ - L 9'. - _r L , ­9 , , -, ­_ r , - v . . . . 4- L . . . % - - - 9 q - - " L ­ - 9 - - 4 _r ­ � 'r _ � _ _ ::r� L: ­' , : :�_ T L 9 ' �� : � , L Lr L 0 , 9, * r 4- L - - - r . . . . . . . . % , L _' ­ - r - , L . t . 9 L - L ­4' ­ - :: - _rr , . ­40_ 9 7 - : " L: 9­7­7 I ': ' J- . � . . . L "O - - : . . . . � , %m ­ r � - ' L r - ­ � , 4, - r . . r � , 9 ­ . ­ . , L � r , -9. 11 .9 L r . . . . ­ ­ L r- 99L 9 � � r � . 9 _ ­ r- ,-. . ­4 ­ - - - � - 9 % ­ L" " ,v _v __ go- ­ r rH . , r r - - - - r ­­ ­ r ' - , m ­ ­ � - 'r _' L , - ­ ' - 0'4 9- , 9-v r , , , ­ - ­ '- L O' " r - ­ - L' . . - - . � , L 1. 14 1 . - L ­ 1 9 11 � ry - _9 , ­ , � - . , q -9 L . 9 0 ,­ ­ r ­ � ­9 . ­9. __ , . ­ ' 'L . . . . 4 - L ­ r. 9- r ' r" Lr.+ : : L � - - _� - ­ L 9 � _ 11 L r 4,:L) -- ­ -- L' - __ - , , � ­ + 9, 9 , ­ .- � ­ - , � 9 4 % L , 1. � 11 ­­ L r 9 - . - - Z-:4r - Z 0 � . . . . . . . . r 9 . , __ 9 - _. ­ . gr 'L - L 99L - , r - L 9, L - ' _' - L , - . , L - - - - 0 r r . . ­ - ­­ - 9 L L . L -Lr - ' - ' , - . ; � r ­ , ­­ 9 M 9 'M ' ' L " , % - L , r �­ 0 U v ' ­ � U0 . . . . . . . L 9 - , L" ,% r , r - 4 ­ . , � L L. . 9 - , r r ri I— , � 1 1 . - rL ' -­ ' , � - . � . , L9, - , ' 73?, r - - rr ­ t*9 ' 9. U L' _��9 ' 9. ­' ' 9 , " ­ r , I , r, ­ � � M -1 I __ _. - I I . ' - L I I ­ + _­ . � , , . 1 � � . , - ­ , 0 - , , � , ­ v . r% , r L - ' � '- . . ­ 'r ­ L , . ' ­ r , - -, , , , � v � r 9 � . 4 L. - r r 9M L . 9 L - � r . � ­4 9 . ' L - 'mr , L 9 r 9, 9 r r - ­ ­W - - - vr­ _­ 9 -I 1 _r , - 9 , " L . . . . . 9 - ­ . - :: _ L _ : �:q�= r , 0 V " �:.._ U : L �:__, Q - C� L- ­ .. r': �, ­ : �� _ , � 9% �:�'L�� ­ ' OL 9 0- '- " ' ' - - ­­ ' ' - % ,­ 0 ' V - ___ % + ,­_%:� ::- , " ,:_ 0 ,.�. ::, � : _: _ r 9, L L _ _ _: L�_ L'� L L �4 L - . r - r, . ­ . -04 r , ­9­ , :_ r .9 __ _: : : , , 9 . - , , - :� �- �' Lr � r- L - L- ­ r-9, g-, - . _ . - - 4- � � ­ �m ­ , ­ L" � v ­ ' , , ­ ­ - r 4 r , - - " ­ , ' 'L ­ _r ­ L - - - ­ - . ­ 4 ' � L - '- , , . - LL - � . 9- 0 ' ­ ­ 'I 1­ - ­ 9 , - L ' - rL r' Lrq 44 0 .: -9r . ' ,- - - ­ -9, ' 9W - � . - � - I gr - -0 , <r � - I � - L . L 9 -4 P� >- � : ­ 9 r � L� � __:,��__ - _ _ - L,-- .99 - "9- __� �'O�::�', , ­ ­ j% %9 ' " L %- - - " __ ­q- 4 - - - - - - - - - - r , 4 ,vr- , _ - ,� - , L ­ - � " VL- ' '- - - L '9- ' ­ r - - - - � ­ - ' , " '% - '- ' ' :F I � L - ­ L -99 _r ­­ - ­­ - " ' %-" - ' ' ­ r r ­ � r r . . . . 9, , %9-- 9 , 9 r,4+,9r -, r ­ - , _% , ­ - � 9 L 1 _ - , % .. 0 9 ­ 4.9 - , 9 � , � .. � - � , r � - - 9 - LL 9 ­ ' - L r - ­ , _. 9 m ' , ­9- - ­ .- _­­ r L ­ ­­­ L r %- ' ­ OL ­ V�-% . - . 4 - 9 , -_� L ,9" r+ ' ­ . . . 9- "�_ - � . . . . :_ M%o , �' - 9 L . - - 9L _ � . � , , , % _ 9 1 9 .. ­ ", - L - ­­ ' L -_L9-_' ' -9 ::r- r , 4 ­q, 9 L . . . . . . - 9 r 1, 49 1 9-9 - I I ­ -1 . __­ ­ L L' ­ _9 ­ - __ 9 .. 9r4 - 4 - . - ­ ­ , LL - 9 ,- 9 , ­ 9 � v , , ­ r � � , 4 r 4, : �, ­�- �, . ,4 ��:: , r - � , : r - - L, 9­ %, _��' 9 , _ _ - + � ­ - r " - - - 9 0" ­ ' L ' 'Lr 'L 1. -1. I ' ' ' L JV'+:�- -� L , -, ­ ­0 ­ -, L ­ _­ _ - V - - - - - - ­ . % . % 11 " ­ 9- � - L' , , . - - . 9 - � m ­ ! � , � L, , 9. , . . � - - - . 9 L - - Lr _. _' ­ ­ .4 . 4 " L ­ ' %' ' ­ ­ L LLL, ,- - - , ' � - � I - 0 - ­ ­ 9. � ­ - � ­ 9 , 0 %9 . L - 9, , - r ­ . ­ - - ­ ­ � , : ror:� � ::, I - 4 ­q- ,� ' 9 L - . . q ,< -� - _ � L-4 ­ M L %9, , 'r ' L - ' ' ­­ ' , ro rr - , � . ­ - � - ­L � rL -r 9' L . ­ 9 L "r 9, m _> r' >9-0 > . . . . L L � . L ­ � 0 ' r ' ' � � LV ­ ­ , ' . ­ - r . gr ' 9- 4 ­ L . r ­ ­ � ­ r � , - L . L 0 I L , - -1. , ­ - 9- 9, - ' � L, ' ­ , L­r 99 9 � _- - , 9 ­L - -­ ' I ­ , ­9 r % ". -9 9 'rr L . " 9 , ' . ­­ , ­ 0 5� ­ r ' -9 L - V - ' ­ � . " L 9- q . . . r < . - '��e v ­�� L _- ­ I � lul - L - 0, ->, " - +r-r ­ > P , ,- � ­9 , r 4 � L I ­ , r � ­ - _­ r . ­ , . L , r I - LL ­ L __­ - 9 � , r 9 i v rr - 9 9- 9 . . 9 'r - L ' - - - - L ­ - ��, L% ­ ­ . 9- , , 9. q­r " . - . 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I I I _17- _1-1,11111- I , - '( I L . � 'C 'k b ' ' ' ' ' � I " ' ­1 � 11 I 11 1.11-11 I I , ­ - I I I 11­ ­ - - , 1­ � 11 ­­ I I I I ; � 5 I , ­ L - � ­ ' � - 1. .11 I t 11. I- 11 ­ l�ll.,11--l��'.1'�Ll-l�ll'�"�'�l�'�, � -1 ­11 ­1 -1 11 ­­ � ' 11- I - - ­ ' ­ 1, ­ 11, _1 I - I I 11 - 11 - .1-1 ­14- ­11 ; . I ­ ' ­�- - - IL � L , ,, . , � �. L . . . . . . �­ �� � ���l�l'-LI.-,'I-�"�-"�'�"',����" � I I ­­. .- I -1 " ' - ' � ' L '- ' . �, I - I . I ­ I'll .1 - 11 - - - � 1. I � . . . . � - , , , " � , ­ - - , , , - , �, __ ; "' ' ,, , ,, . � . - - , . . . . 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I 11 _­ ­ "I 11-­ ",­­­ - - +­ ­_­ � ------ - I , ­­­­ ­­­1­L­­ ­­-­­-,1 ... ­­­.- ...... . - - ,­­­ � ­-­ , ­­ "11""'r­ ..... . ­­­­ ...... . ­�_­­ ­­+,". � - - ­­ -�,-,,,,�,�l'Ir,-_,,-�--l",�,;,,,I,'I�l�l'���,"'�Ll�'�ll�,-,, __1-11-,­­ .... 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"I'll, 1­1 , r - - r. ­­ 'I -1 1­ ­ 11 I 111­1­ ­ %.' , . 11, ,., ! _111" ,_1­11 I I -1- ­ " ­ � ... � � ­­­­1­1 ... � " L r I , ­ � ­ 'I, �­ " ­ ­­ I . 11 1-11 - I ­­ - -11 . ­ �- I - , ­ ., � - I � - � ­­11- i '1­1 '1­1 � _ _ - 1. I ; 11, ', I - I - I , " - ­ ", ", , ­­­ 4 1, ­ �1, I—— - ­­ - i I � "I ­­ - . , ,-, ­ � " , " - �­ � � . .. ........ ­­ . ­­­­ , ­ - I I I I - -7, , , , , .1- C) -11 -- � 77 :7 I � 11 I, 1-11-1 � , - _ , _ , - "j- , _::�:, : 'W��.,��,�r""��..��,�,�-�"-"",-,�,r"-""""-"���,�-1-1�L��.�ll'Ill"-, Cn - " ­­ I I ­ � 'I ; 'I ' ­'­­ � ­­ ­ ... L' ' ' ­ � . . ....... I � T -1 ' � ' " ­ � � ' - ' � ' I I � � I I ­11 ZL_ :2 4 � I ­+ I � - .1. 11 ­ - I � I I ­ . . - .1 . I I I -1 , - � I , I I 7) . - ­ ­ - - ­ - ­ i - - - - - I -1 ­ - ­ -1 - " -1 191, ­ - - I __ ­ ---- � ­1 ­ I ­1 � ­ - � - -- - - - - - 1­ ­ ­ __ __ - __ ' -- -­ ­ - " ­ " " '� ' ' � ­ ­ ' ' -- ---- '­ ­ -11 � ' ' ' � '- � ­ - � - ­ �� � ... � "r I I - ­­ - , ­ 11 - I I I I—, ­­ I" , -, � . ... .... .. �' ­ I - 11 - I - + L ­ � - ­ I—— ­ - ' , - - .1 � I , I � ­ - ­ . I ­ I r - � � � ­­1­­­_­­­­ ­,_­ � ­ I I. - I- ­_ � _11 ­ I - - '. ­­ 1, I ,- " , - ,, _ � . . . � _­1_11­­ - -1 I - I 11-1 �- - I I -1 _. I 11- - - � , - . - - � "., - , , " - - .1 ­ - - � ­_ � � I __, - .' ­ ­ I _ , __ � ­1 I- � I , , I . ­ .... ­ I � 11 � - L ­ --- ­ ­ � ­-- - -­ � " - - I ­ .1 � . . 11 I I . �- ­ ­ . � ... ..... . � , . _ , , , !, I _ _ - _ ' ' - " ' ­ ­­ ,.;t - - _ - . _ _ -:4 '_ � ; ­ ­ I - I - � � - 1­1 - � - I I �,�, r g. i - - � � '- - "-"- - - ' ' L --- ' -1 I - ­ � 1. ­ - .11 , , _�, � � , _ - , _ __ __ ­ ­1 � ... � ­ - 11, I I 1­11­11 111.­­ I .- �� . . I I , 1 ­ � I "I ­ ­ I ­ _- ­­ - - �. � - 9: � � � _ I � I � � I � " � � C) - - i 11 �__ 5 .11­1­1­11 � ­ � 11 - a- - - I ,I 8D ­1 ­­­­­ --- 1­1 J�­­­­ ­ 1-1-.1-­ I- ­­­ .' - ­11 11 . I . --' " '-- - ' _' 11 - ­ � r., I ­ � _ � . . __ . __ - _ _ ... i � __.______ __ ... . ... .. ­ ­ - '-'-- ­ ­­_'­'­­­­ � ­­ _ ; '­­ I—— ­­ � ­__­­_­�_, 11­1­1­1 � cc 1. CD I =­­- ­ ­ I � - � I—' ­­ ' ­ ­----­-' ' ­ ­­' '� ­­ '- � - ­­­' � . 1.7 _ ­­: jj­ . �j- ­,­ �­:­'10 0- (9 0 -- ­­ . ; ­ -�­­ - - 'I 1­1­' ­ " � I r .... ­­ ' ' i ­ ­ .... � � ­­_1_1 �_ v ) ­_ - I . � ­­ _­­ ­ ­ I 4 _­1 - - ­ - I= ­ ­ - I ­ I I i-, - -,- - - - - : - I 111 - ­­ . - . - ­ � -­ ;'­ - ­ � ­­ ' ' ­­­­ ;.-) I � A, -- ­­ ­ - 1-1-11- ­­­­ I—- I— -.­­-_­­_ ­­ ­ ... .. .. ­­­ "' � : ­' __ _ � � 1­1 I - ­ ­1­1 _­­ 1,­ ­­ I—— � CD :� - , i � ­ .... �­­ - � --- I ­ , - - - � .1. ­ "' �__ M ....... � � ­1 .1 . - .1 I—— 1­ ....... __­ I ­ � ­ I .- I I 0 1 - - -11. .., ­­­ ­ - 11 1­11­1 I I -­ � I ­ -11 ..... .­_­ - - _____ ..... ­1 . ...... .­ - ­­ I—. ­­__ � '­ 5 �' , - ­­ .... .. - � ...... .. ­ ­­­­ ­­ ­­ � ------ .... ­ 11 .1 - L. - - _1 ­­ ­­ ­­ ..." 1­1 I ­1111­11-­1 ­­ _1.___­­,_­­ . L _, ­ ­­ -1,11 ­ ­1 11 -­ -­ ­­­�­ ­­ ­ -111' ­1­ ­ 1-1 I -11 ­ � � ­­­­ ­ ­1­11- - ,_ I - ... ­ ­ --- ­­ ; I - ­ ­ �.1111. -1­1­1­1­1_­­. 11_1­111­­_­� ­111­1­11 11-1 ­­­­1 I., I I-— ­_ ­­­1 ... 1.1 -­ ­­ ' I ­ I � I-L..."', ­111­ � I - - I- ". ". ­_­_­­­_ � ... 1, ­­ ­., ­ ­,d- ­ ­1.1. � ­., -,.. 11 � -_ __­, "r ­-.11- ­ - 11 � - I 11 ­­ � ­ I 1. 1­1­1­ ­ 11-1-1­11 � I _­, � -­ � . ....... 111.­ .1 ­ ­ ­�­ ­1 I I ­ 111.1 11 - 1­111 '. � ­ 111- ... ­11--­­ I 1­ � ­­­ ­'­­�, I'll -1-11­1 � ----. -1 - ­­­ ... ­ ­­­­ _­ ­ ­11 ­ ­­ � ­r , .. � - .1 I ­1 ­ I - If= '- ­­ "" ' ' I � I—— ­ ­ 11 1-1 11 -1 ) ; I � _ � _ I I I r , � 11 f��. _9T_ I � kc ­­­­ � I . � � - - - I L' - "" - 11 � I . I - I I . � 1. . I ­ I I I ­ - 11 - _. - - I 11 ­ -1 I- � I- ­111 - ­ � Al-- 1­1­11­111 . 11 I I 11 - 1. ­ I i - I I - I - - . - � - _ - � � - - . . . . . . I— � ' � ' " ­­ ' � -1 ­ -1 - - 1 - , - - :E> , :::i I � - ,, � � , _ _ -1-1-1 I—— ­ ", , - � , - ­ - � ­ � � , ­ � - ­­ .,r � I , � (1-­ ­____­_­ ­­­-­­­­­ :2 - - - , __ __ - , , , ­ ­ , , _ _ ' I _ � _'. _ � _ ­ I - - -1 -1 I—, _- '-�­ ­ ' ' + " ­ ... � ... � � ­­11--r.­ ­­­­­­1­1111� ­ .... .. ­­ ­­­­ ­' -­ � ­ . ­­ ­­ ­ ; � ­ � . " r ­ ­ , , , 1, . .- ­ ­­ � � � ­ y I "", , , � I - I 1. -, ­ � r � , - I - , , . . �� , ­ I ­­­­ ­­­ 1. . i '_ 1, 'n- � � <:) 1, -, " , _­ , ­ - , ­_ . ­_ - r , � , ­ ___ - � _ , , ", -, " , , ­_ , , , I 1. 'r r . . . . . . . � . I I I I - � - - I I .- - 1, I , - � . . . . . . . - r - " � - _ , 11 I - .M I - , - - , � - _. - In - - � " " - - I 11-1. ... . ' - ­ ­ ' ' ' "' ' - ­ - ­ '- ­ ' ' ­ . . . . . . . . . , ­ .1 ­ I 1­11 ­1 .11, I ­ ­ - ­­ I . ' L i I - � - I - - - - - - I I. - - - __ - ­­ � ­ ' ­­­ ­ "' ' ' - - - I - - - - ­­­ �' � I � - ­ I � I I I I ­ . - - ' ­ ­ � - ' - - - - � - I ­ I' ': ­ L - 1­ I I ' L " - - - ' ­ � .... � ' ­ - ­ � I'— - 14- 11 . 1-11 I ­ ­ ­­ ­ ­­ ' ­ ' ­ - - - - - - - - - ' '- � ' � - 1. I I I - I i ' ' ­ ­ ­ I ­ - ­ ­ , ­ - , I , , ­ . , ­ , 'r - '- - - ' ' ­­ � ­ ... � ' - - ' ­ ' - " ­­ � ­ ­­ � ­ , � ... ­ , � � � , , r . - ­ , , , ­ . , - . " � , ­ ­ � ... �_ ­ ­ - ­ . � I r . , i,­_ " .- � I ­ ­ I __ . - ­ -1. I . ­ I . I � I .- . . I 1­1 11 :1 ­ - ­- ­ ­ � - I' - ' � � ­1 � . IIE3- '- ' - ­ '� - - ' - - ­ ' ' - - - ­ . . . . . . . j � - - - - - - I . ... ...... ' '- . . . . . . . � .. ... . � ­ . I + ­ 1- - - . � _� - - , - , ­1 . . . � . ­ - ­ I I - - - � �' , I ­ , , � I .. . I- . - - r I -- _ _ - 11 "I I—- I I - ".. ­ . ­ - � - ­ , Ir - ­­ ­ - ­­­ � L ­ ­ - - '- - ' "' ,- ,- I1= � . . , , ___ __ , � . . . . . . . . . . � - - - � _ I I _ . , . I _._ 1-1-. - . . . _.- - _ � � _ I _ -, __ _ .__ � . 11 .1 I + - . I - I . . ­ I L� - . . .. . . . � - ' ­ � � ... � ' - ! .. . . . . .. . . .. � ' �- ' " � ' ' I ­ � ­ I - � ­ __ � . I- 11 ­ � . I � 1. - � I I I __ I I � � 1­ I I- 'r I 11 I ­ I . I . I - � � -1 � I ­ .1. I ­ . I I I � L -1 � " - . ­ � ­ �- ­ . ­ ­ I -1 � � ' ­7 11 1­1 � � L­ "' ' - ­ ' ­ 'a' � I I . .1 � - ­ � I 11 - - � I � ­ 1. 1�� �- I— �. 7r - I � I 1. I I .1 � I � - - _11-.1 I'll. � ­- I—- � - , � 11 I I I 5 - _­­­_­­ ­­­r .. ..... ­ .... L ­ _­ � ' 'L - ­ . L L­ ' 'L ­ � I., ­ ­1 I I ­1 '- ' I 1. ; i I ­ I, -_ I I -_ - I - - -_ ­­ ­ . 1. ,1, ­­ ­­ I - I—— I ­ I I ­ I I ­ " ­­ � 11 I � .­­ ­ ­­ ­­ -­­­­ ­­­ I ­ ­ ­­­­­ L ' ­­ - � ­ -­­ � ­ , ­ ­ ­��-_ --- -44- ­1 a- 0 I.- � ­­ I � ­0 ­ ... . .. ­­ i ( . I ­1­1 �­ ­ . ... ...... .. ­ ­ ' ' -­ ­­,", ­ ­ ­ - _ __ - __ ­_­- - � _-��', '' H L�% � 4� : ------ ;�t - �:­____,___,___ - . .- ­ ­ -, ­ .... �­ - I I '- - L "' -- � . .... .. - ­­­­ ­ - ' 111- - '- I . . ... - I ' ' ­­ ,_ _ EXISTING GRADE .- - -- - ,"� � � - 1-1 11 I" " ­­­­­­­ 1. .'.."­ , -, , " - - , L , - � ­L - ­__ � I __ ., - ___ --- _ _ __ ... - 'L, ' LL . z _ +__ I ­1 � � � _ .- OrogrD � 0- - 'WAOt' ­ ' I ", - - ' ' ' i ..... � ­ ' LL 11 1-1 I - ----- ­­ ­ L, � � - L ­ ­ _ " � ­­ ­ L" . ­ ­­_ . -I,.--,. ­ ­ ' - �'L­ ' , -, � ,- f'- ' ' ' L ' ' ' ­ I r I- ­_ r- ' L L ­ ' ' , - , , -- " L - � ------ , " -, -­­ -­ ! i I - , " , -, , , , ­ - ,'. . ­ - ­­__ I I _. ­ ­ ­ L ­ " ­ .1 I - - - - ­ - ­­ �­ L L I ­L ­ I ­ __ - I 11 I - 1 _41� __ ­ ­ ­­ - ­ ­ . - ,. ", " - , ­ + - , - � - ­ ".. ­ _-­ ­­­' ­­ - I � ­ � ­ � 11 � .- I , - ­ - ­ I I ­ ­ __/ _. - ­­ 11 I -_ ' - _�11 --7- kl.:_'­� I .. �._ - - I - ­1 11 � - ; i , ,- 1. i ��_ I .. I—— ­11. 1. " ­ , _­ 11 - " , -- - " '­­­­_r_­-­. ­L ­­­ ­ I LL " +­ ­­­­ ­­­­ ­ - � ... � .... 1. I 11 � I �. I "I I � . - .1 I � I . . i i ­ ­­ " ' - - ­­ ' - ' I ... ­­­ ' � 11.1 ... ­ ­­ -1 . � I -_ - ­­ -- L ­ '- ­ - ­ ­ L "' '­ ' ­­ i _ .­�� I ' " - -- ' - ' ' ' ' ' ' ' -­­ � - 11 I- � � ' - - ' L - - , ­­ 1. _r , ­ _;, I - _ __ I � ��4 _ _ 11 - . .. - . � I I I ­_ ­­ ­ ­ , " ' ­ � ­­ , ­ __ i j ­ ­­­­ , �__ � - - I—. - " ­' - ' ' ­­ ­ +­ ------- L'� ­­­­­L­L ­­­ I � Ei� ­ " '_ , _ - : I _ _ ., , ".4"", ­ ­ .- ­­ ... L ..... .. 1, , -, "" - ' ­ - - - : - ­ , ­­ " L" " ... L ­_ ' L' I I " - " - , ' " L . ... L ­ I " L - - - - - ­­- , ­_ -­ ­ � - ' ­ Ir ­ L ... L _�,_ - . - I _ - . � � - ­- ' . . ­ ­­­ r ; � .... � - ­­­ ­ ... LL ­ , , . , - - - L -- ­ ­ i ­ ­ ­ ­ -- --- � - --- � ­ - I ) -1 ­ I ­­ - - ­ - __ - ' , � � I I I .. .1. � ­ 4 � � I I - ­ I I I ­ _ ..... _,.. � 1 ­ af<- ' ­' L - - ' - � � o� - - ,, " ­ , - ­', L.- � ­­_ ­­ , 4" , ­_ ­­-, ­_ ­ .1 I , I LL ­ , � i ­­ I r "" 1­ ­­­­­� ­ - - "" � 111­1 ­­ � ____ , .- , -, ­ - ", 4", - ­,­ . L, ­ , ' - - , ­­ , ""', ­­ I i ' � ­ ' �- � - ........ . . . -- ­ ­ ­ - I . 111. 1. I � ­, � 'L 11 ­ ----- ­ ­ � ­­ L", - 11 - , " ,- - ' ­ - - - -_ _ - - I . . - - -_ L 'L. LL � - Z" � - -_ , "___ , "I'll',',, .... �� ..... . �.���� .... I ­­ .1.. "I _­j - -­ " ­ "' :" ­ - - ' - I ­ ­ -­ ­ L' ­ "' - L L I ­ ... r, ' ' _­ ' ­ " - - " ' L " ­ .. . . . . - I , LL-L I., ­­ "L. � ­�­-­ "' 'L L ­­ '- ,� -- ---- � ' ­­ - ­r , - - -4 '_ - -4 1 � " ' - ' "- " ­ -- .." I 'L ­ , , ­ . .__­ , __ - ' � i I- " ' - ­ - ­­ ­ - ­ I I �_- -- " - , .!!7 - - - - , - � ­ -_�� � ...... . L ' - ­ ­ , , , I ­ , � I ... L �- - - - '- - - 'L ' , � ' ' ' -- ' " � ­ L - I . I I -, , . � , " . 1, , r L L . � ­�­ � --- L . ­ ' - . ....... L_ ­ ... � . . . . � 'L - , , ­ � . , ­ L - ... � L, -, , ­ . _ r I— / � .... I ­ , ' ' ' ' ­­ ­ _1 I'll I � i L - I � ­ " , , , -, -, - L .- __ ­­- ­ - ­ , " " , � .1 ­ I - , _­ L ­ � � L, - ­ ­ - - - - '- _' � �� 'L ­_ L - - - - - - ' - - ' - - -- - - ' � �' ' .: - ' ­" ' : �" ­�- ' L' -�' ]' _ - . ­ I , I ----- -- , - ­_ I L ­' . + I -- L ' ' ' - I I ­ I I . . . ­ - , LL - L- L" -­ _ I ­ I - 11 , " ' L ­ � , I , , I + , " ­ - " "" ' ' , , , . , �/ _­ ­­­ . L .... ­­ - - ­ I - 1. I � I , - , F , ,_ / - - -- - - - , , - - - , - " '­ , , , , , L 4 - i " L' + ­­ ' , ­ + � ­ __­ - ' � . ... ... .... L . , ­ - , ' . . . . . . . � " ­ ' ­­ '4. � . I - - ' ' � - � - ' � . . . . 4 r, ", + - i - . _­ MAK .. 7 ' - 'L - S T __� _ �,� � O R M - 7 . . . � . -1 . I - ­ I � L ' ' ­_ ­ � ­ 'L , ­­-, .. ­ L. ­-, . , . ­­ : 4 - ' L ­ I- ­', . ­ , , ­ ­ . L ... .... .1 ­ ­ ... -- 'L , I.L _- r , . I L � ­­_ -, ­ - . � - ' ' � '- 1 _­ ­­ ­ ­ - ' ­ ' L ' - ' � - - ' 1­ _­L' ­ ­ - ' , L - _* .. . .. . . . .. . .... , ; '­ - ­ ­ , , " ' . . . . . . . . . . . � , -, ' - ­ , -- - , .- L - ' L ­'­ . . . � � ­ ' , L ­ � , , , " , .. .. .... . . . . � ­ ' ' ­ ' ' ­ - ' ' - - 'r ' -) � , " . 'L ' - L -- -- - ---- ­ L, L. . I ­- - - 11 I - ­1 ­ � ' - , - - - 11 � 11 I'— _­ L --- ­­ 11 � ­­­­­ ­- 'L, L � - , -, 'I 1 41 - 11 ­ I - I I - _. . - ­­ 11 - � I I I -_ _ _ _"' - I - I I I I I ­ - I I 11 .. 11 I � I , ,. + L --- - " I - - I [ l l 5 - - - �/ - i : -_ � _� � t I I ; I _ ­I ­ � ­ -7 L- . ,-­ - ' - - : ' "� - I . . . . . . L . , . � �, .�� . , - I - ­ . I I ­ I - I ­ .- - � 1. . I I I—- ­ _ - - I 1-11 I . . ..... L - ' " . L r- , . � . 'LL, " , ­ , , ­ " ­­ __.", , - - - - - - - - LL ...... ... . -­ - '- - ' -- - _. L I ; L .... , ,_ - L . .. ..... . ...... ­ ' ­­­­ - ' , ­ � ... ­ ­ ­ , " - ­ , . ­ , � .- L - - f ' ­ ­ ' ­ - I ­ - ­ , -­ . . . . . . . . L' , - - , � - - - - - - � ­­ L' ­­ ­­ I . _. ­­ ­ ­ -- ' ' " ­­ ' - " �­ ­ - L - - -, - i , � - . , - ­ ' - ' ' ­ - r - ­ , ­ ­ ' ' ' ,� '- � ... ­ ' , " � I , ­ 'L .... I I - - - ' , ­- - , 'L 4, ­­ � . .... I I ­ ­ .1 � I ­ - - '- -- '- ' � ­ - L- , , r- ­ I I I I - I I . I - 11- I , - � . . . . . . ' ' - ' � ' ­ - - ---- - ---- - - - - - " ' L- - ' ' ­ - '- ' - ­ ' ­ ' - __ ­­ 1. 11-11. .. ..... . L � r ­ ­­­ 11" -- , I . � � , , ­ ­1 - � ' L � ­ L ' � ' � ' -_ ­ ­ , ,� . L ­� . . , � � --- L . .. . . . . � , ' ­ ' - I I - L � I " LL ­­ I . ­ ­ ­ - - ' ' - ' ' L ­ " , 'H, L, L �`111111111_1, - - I I - I 11 ­ I I - � L . . . . . . . . . . . . . � . . . � �', � - - - - - - - - ,, ... I . ­ .... .. � ­ , 11 - ­ ' ­ 'L ' - ­� � ­ - - - - - - � i '- " " - -- " ' - - ­ - - ­ ' 'L . � - ­ , � ... ' � , � . � . . -- ­-- � - � � - , - - -, , , - � - . - , - L . . . L - , . . . . . . . I . " L' "' . - , ­ L I '­ ' � ' ­ � ­, - ' '_ - . - � L . ­ . . . . . . . . . , - . � ­ , ' L ' ' � � ' - ' ' ' � ' ­­ - -1.1 1­1 I 1 � , L ..... .. ... __ I— - I I � -111+1 - - ­ ­ I 11 �:�Z�� ­ . � - I .. + I - L, ­ - - - ' ' ­ ­ , ­ L ' ' L - I 'L ­­ -_ - 11 . . 11 I ­­ _,Z77,�� - L '- ­ . I - I - .11 - 'L � - � . , - I � I I ��,�,;�6. I , , - _11­11 L� ­ 11 ,- . � - - ­ � . - ­ ­ I I � � . _ -1 L ­ 11 11.1 11 11 � � . . . . __ 1. ­ , . . . . � ­ . 1, , - -11 . I . ,,_L��_=-7­ I ­­ - 11 ­- 11 I 11 ­­ ­­ ­ ­ - -- � - ' __,,­,_.,_­ I '­ ' ' " I L -,.--,. _. - - " � . , ­ . , , ­ - ­­ - , ,- L i -, ­ ­ ­ � � ... L ----i .n -_ " L, _. - � ". - ­ ' 'Lr . � , .­ I I -,--. -11 ­ I- - ­ I I I - - - - L " ­ , , ­ ' ­­ ' � - ' , ' - L . ­­ ' -­ ' " I 11 - - L . " L , I , I , - ­­ ­ '- -'--L-"-+L, , -L-­ ­ '- ­­ ­­-­ " .- L ­ - -­ - - � � , . - , ­ ­_ ­_ ­__- - ­ , ­ ...... �- ­ _­ __ , - . - I . - ­ ­ - - ­ ... ­ - , , ­­ L- , - '- - '-- - ' - - - -- - - - - . L- - - ! L 'L ... ...... ­_ , ­ i � .- , .. - - ­ - ­ ­­­­ � ... ­_ - ­ � ­­­­ ­ � , 'L � � . ... ­ L L � � . L " L .. 11 - ­1 . .. - - ­­1 .­ L ­ ­_ . , ­ ­­ -11, , , + . . -, __ -, - � -I,- , _ - I .... 11 ­ - I � ­ ­ ­ ­1111 _­ " -, , �' .... ..... . � . ­ ­__ ­ ­­ ,- ' , " L , L- - � -­­ ­__ -- L " ' ' - ' - - - ­ - ­­ ) - ­ ­ --- - L � . ­1 - - - � l I � L .- , �', _­_ � ,- L � , ­ ... .... L - ­­ , ­­ ­ . - 'L, - - - - __ ­ �L � � 1, ' � L I q � - ' - ' ' - ­ ­ I . I . I I. ­ ­ 1 � -11. - I - � - � 1. � , � 4L 1- 11 ­ ­­ ­­11 ­ ' LL' , t � ­ ­ 1. ­­­ - ­­­ . I— -­ -.7 � I ... I ­ I __ -1. - ­­ ­ ' I � � ­ L . . . 'L 4 ­ ­­ - I ' . ­ - ­ ­ ' - � ' . ­ROO� � � _­ ­­ , L ­ " ___ .- � ­ � , . , ­­ - , " , ,( " , _ , - ", 31 � ,.,.,- F , ,-_,, , , 1 I ­ .1 I ­ , . ­ , " _. LL. " ­ - ­ , � 4 . . . . L ­ "' ' -, _­­ + � " L ­ " . ..... i ' ... L - ' " ­ , , , -, L 'L � I " . � I ­ - - I I I ­ .... � + ­ . __ I I . 1-1 -15 p �� 18 �7. " PVC --@ ­ " L ....... ­ 1 7.21 X r" dn - ' - - I - L 11 I- ­ . , I . . . ­ I ,- � , I ­ ", . ­ � - ­ L - ­­ ,­­ , , , , ­ - ­ ­­ 11 ,� �� , ' ? I ­ L ­ ­­ - - I I I - I I � . ­ - I 1-1 L - ", ­ L 4 � -C - ' ' - - -- L - L � I ' L - ' L - I . H ­ , ­ - I -1 . . . . L- ' � I 11 I ' " - , ' ' , � � . . p7jf�_E , _' " , L. . � r. ­ � , . � , , ­ L. L' L' - - - 'L - - - - - - - �, , , - � L' ' ' ' ' ' ' ' L . . . L . 1. I I � - " . � " ­. , , , ­ , ' � � I "r . - , I ­ I . � - - - - - - - ­ " + " . , . , , . ­ . . . . . . . � - - �, ' , , , ­ - " -'-"- + - -' ­ 'L ­ ­ " ' " ' ; , ' ' - - -­ ' ' ' ­ "' L . . . . . . . . M . . . . .. 14- - I - I - I 11 � I I , . ­ . , - ' L L - ' ­ ­ ­11 ­ I I I- - - � . I f ­11- I ­ . - 11. � I- ­ ­ � I -, ,1' - - - - ­ " -­ - ' " ' "" , L , ' L " - . � ­ � � . _ , 11 , , _­ L ' " ' L - 'L - - - - - - LL ' ' ' � ' "' ­ � ' ' ' - ' - ­ ' ­ ­ ' " ' ' ' ' '- - - " " , [ - I IL , , , , , , " -, " - , ­ , , ­ ' , " , - '- '1L . . . . . . ­ r " 1, ... I .­­ ­­ 1-11 '- , , ­ __ " ,- ­ ' , ' ' � 1. ­ L ­ - ­ � - , � .1. � ­ - - 11 . - .. - - I I I . _ 1. I LL ' L' ­­ ' ­ - � , , L- - ­ ' ­ ' ' - ' - ' - ­ - � ' ­ � ' ­ L' ­­ .. 'L - - - - � - I - I L - ­ � � ,- ­ ­ ­ ' � - ­ � - ­ .� ­ __ - 'L . . . . . . . . . .. L .- - ,- - - - - - - � � KIN0.1 . -1 . ­ r- - r , , __ __ L . � , - . , ­ - � � �_ � - - - ,- ,- - - , , __ - - L. . , ' " , , L ­ - ' ­ ' _� - 4, ­ , ­ L i - r�� L' L - ­ ' , L , -­ ­ .- � . , ' ' -_ ,-- " L ' , ­ , � - , . - ", .- , - , - ' ­ L- L - - ­ L , ­ , ... . ..... ... L ­ " -- -_ ' ? - - -- , - -1 - - r - - � , , 'L ' L - L ' L , - . L - - - - - -- - - - - � - ­ � ' ' ' 7 ' - - L -- -- ' ­ 1, , - ­ -_ - ' , - - - "' ' '- ­_­ , ­­ - ' I . . - - '- - L ... L -- I I I I I ­ - . .. ..... � . ­ - - L, '- L L . . .. . . . 1'6 - - ' - - - - , ' - ' �L , ___ LL ... .. ­ "' - -- ---- - - - - - - - L , , " , � L � � ... L ' L' - - - - , - 'r 'L ..... . . ...... . - -­ � � - I - ", - ' L", , ­ , - _­_, .4- ­ L. - . - - , . . L - ­ - , - , ­ ­ " L ' N , , 01 , r L "4- - L- I 5 - - - ] � i ; � - I � ; � k . I - j (N I � . ­­_ 1­1 - ­ ­ - ­ -, , "" -, , I ­ ­­­ I ­­ L' I . L 41 ,3LY - - - L �I­ ' ' L' - , " L ­ . ­­ .1 WAX- - .� , 6, , ,, P9.0 , , _-* , -­ I _0 " Q "_ _ " ­ ­ L-L � LL , I � - , ' , � " ­­ - � ­ - ­ , � , " " _­ ­ .... ­ ,- ­ , ­ ­.- LL. 11 I -1 .+ � I ­ I ��" ­­ L, -26 7 L 4-1 l!' - ­41 8!!t _b J­ 0- (). 1 -57d­ . ­­­ , , ­_ ", , ," L, - ' '_ , ­­ - � �11 ­ ­11 � I I ... � L ­ ' � --'- - ­ _.­ . ,_ 4 - ­ ­ L ­ ­_ � . ­ � - L 11 I— � - 1. ­ � 7' ' � - _- 'LL I'll - I 'LL ­ � "I '� 'L ' ' ' .. L, ­ ----- ! I - ­­ �� I I ­ ­_ ­­ ___ � ­­ I- L' -1 -1 ­ - .111.1 11 ­­1 I ­1 I I . ­ L , ­ _;_;�_ � i ­ - I I ­ I—_ I ­­­_�­ " , ­­­ ­ .. - " ­ ­ .. ...... L' ' " ' . ' ' , - " " ' 'L , " .... . . � I " ' " �Q n " - ­ ­. 11-1. +c�­ 0, , __­ ! 1­­ - ... L"' ' 'LL 'L ­ _,_­ L . - " ­­ ' ' � " _,_� .... .. ... .. L .. . ..... .... .. L , ­­ , , " - " -, - ­­ ' ' ­ ' - - _LL L. -,'rL - , 1, Ir ­­ ­­ "" "N. L11 ' , - Lj� L - ­ ­ . � � . - - � 1-1 � I L, - I � , I . . 1. . I 1 4 I— � - I +_ - � � I ­ � _­ ­­­- _11­1_1 I I 11 L .... .. ­ ­ , -7 i : , � � L L ­ ... ­ ­ ­_­, " ­ ­11 +. ,) ­­r .... ­­11-- ­­­ ­- � � ' ­ I ­ I � _­­­ " . ­­ - ... -­ L ­­ � , ­ 4�­ , "" " ­­ ,-,- ; � I I - 'L '­ .. ..... " .4 LL , ' I . - - I . � I , L . � , - L � I—, ­­ . . . L - ­ - ' ' I- ­ � ' ' ' ' - - � ' L � " ' � ' � ' ­ ' � - - 1­­� � '- ­ L- ' , , ­ ] , L - - ' ' ' ­­ L' L ' �_ " , 7 r - - ­ ' ' - ' - ­ '- ' "' ' ' � ­ L ' L ­ ' . , L . - L"' " � - - . ­ L . . . . . . . I I L - 1. - .1-.1 .- I - '- - - L 'L� ' -- - ' - ' '- ' -- - � 4 . , L' I , . L L I I I . - L - ' - ' ' L - ­ ' - . _­ . I - ,- ­ - ' 4 ' � � " " LO - - N ' ' ' 'q'- L - ­ ­ - L ' '-- L ­ ­­J. , ­4 ­ - . ­­ ­ ­­ . � _1 � I - ­_ � - L ­_ ; . . . LL ­1111 - - � I L ­ . ­ 11 I I I.. I 1- � L ... ­, L" I I L- ' 11 -1 - ­ L- I I , I , � ... � , ­ - '_ ­ - ­ .. ..... L- -7-) - ' 'L 0 I - - - - - - - L - � , , " Lr r -1 . . , , ___­ I., I I- I - . . . L, L' L � -1 I _____;� � " . L - ; - , $ 1 � x i i 4 n a I loll n % in m e) r ,) A +' I I ; � _>_ ) - - -­­ ­ Ta EX . - - , � . . L __ E- , + - ­ L . -1 I I I --*- - - - - - - - - H - L '- ­ L . . .. . � - " ­ . . . . .. . ­ '- - - ' ' ' - L, -_ "L.- , - - ... I , ­ C ) - �j ' ' ' L "' - � , . , '! - L , � � L - , . ­ - , ,- ' � ' . . . . . . � . , - , ­- - ' - ' ' , - I - - - , - � , , - L ­ . __ ­­ I . . . . .. � - - - L- .- ­ - '- ,- ' � , L ' L' ­ � I 1 ' - - � - -0 ' � � ' ' -' ' - - - - - - - L . , ­_ � , , , ... � - , ,- , - - - - L � ' - L- � " - � ­ - ' " - � ' -- - - - ­ ---- - L I � � , " " - . , . , ­ ' , , ' - I ­ - "" , "L I . � I I . . .111.1 � ­ L' , L ' - ' ­ � ' - ­' ­ ' "' + , � " L L - L - - - -- - - � , � . " t - , I . . L" , L. , , - , __ ­ � , - ­ ,-- ­ -, ­ ' L , --' � ­ ' ' ' ­ - - ' ' � ' L � , , ' ­ ... L ' � , , - , ", , ­ - ' , � . - , , ­ ... " 114. 1. . . I - . _11- . . . ­ ' " ­ ­ ­ ­ 'L, L ", L . ­ � ' ­ L - - - - ­ " ­_ L, I I - r � , , __ � - L ­ ­ - � ­1 __ __ , _. L � � � - L I - , ­ - ­ -1 , I - � � , , , ,- , ­ - -, L � .. . ..... I- L - . I ­ I 1. 11 � � , L - - H � 1. I - � . � - I I - , - - I � .- - � L . 'L , . L " , ' L. , L L � � n � � I ­ I - - I - I I � . - L 1 . - - "" - - - � � ..... .. ­ L , ­ - ­ � - ' L ' - L - L � I I - � tn- I ­ I 1 4 � 11 - , ­ I I I I . I I I - L - , , I I - ' ­4 - , � - � ' � � .:,:, , , - , - L - ; � - , - , � __ � - , ­ - , L- . � . . . . . . . � L - - - - - - - L , . - . L . , , ­ " - � L , - - ' - � ­ ' ' L "' - ' . , � L, ' - ' - L '- ' "" '- - � ' - . , � , 11 ­_ � . ..... ­ , +­ ' . , , + v ) ' - ' '- - ' ' ' + ' � ' ' - - - ' ' - � - ­ ' 7-1 - ' � � - ' ' - ' , L , ­LL � . ­ . . . . . . . . � L . I - I - . I - L . . . . X - ' ", ­ - I � . � I � I . . . . . . . . .. . . . . . . . . - - , L - ' L ' '- ' - - ' ' - - - - - , '- ' - - ,, ­ �_ � . , . .1 . - I I I 11 � � I � . - . - � � - , - - - , ' ' . L ­­ L . - , -, ­ , L ' , L- ", , , , ; , , - - , , , L - - - - - ,- ­ - , ­ ,- " ­- - ' L -- - - - - I ' L " , , L . . . . . . . . . L . . . . .. ... - ' . . . . . . . , " ­ - i - - , . - , , _­ - L - , , - ' ­­ -- L ' � ' ­ " � L � ", L � " .. . . . . . . - , L L � . . . . L � ' � , -_ ' ; � ' � ­ , � � � - , L" , - - ' , - � - ", ' ' , ' , � ' � � ' - LL ' � .­­ � , ­ ' 'L ­ ' . , ' ­ L , ­ L . . . . 'L , - I I I - I LL , - ­ - . I I I I 0 - ' ' � ' , L , ' ­­ , L� ­ , 'L, . , , ,-, . , L . . . . . . . ­ , , . , .. ­­ - � . - � . � I . ­ L L - ' ­ ' ' � . . . . . . . . � � � I � I � 1. - ­ L- ' - - . I 11 - - . - _+ , . 4 , - - X ; ' ' L - U j � W - - - - - - � ­ ­ _' " - - I � I . I - ­1 . . . . � , . , ­ ­ - . � � - ' - _­ L I � . . . 1 ,4 L, L . L . . . . . . . . L - . . I I . . . . . � ­ - ­ � L - _­ L ­ ­ � L � - _­ - - - L � ; L . . . . � . ­ , . ' i - 'L , ­ - � . - � � ' - , ' ' � - ' L - - - - - - - L L . ... L , I -, , . , , _. - " - , � - _' . L , , L � , - . . . . . . � . . . . � _ 1 . - . - , � - - - - � . , . , I I I , 'r ­ " � ' L ' " ' ­ - - j ' - - - - � , ' - I . ' - - 'L 'e'L_'� - ' ' 0 5 11 � ' ­ - L L ' L 'L � ' ' " ' I I ' - L . I I I � 11 L ' "' � ' ­ . - - '- � - ' - � - -- - ­ ' - ' , L LL . , . - � L ­ , , ; ; � � I I I I . . < ' > L - ' L - - '- ' � I - L . . . . . . . . . . . . . ­ . . . . . . . . . � ­ , . . . . . . . L" - ,- ­ ­ L ' " I ; , . . . . . . . L " , , r I . - I , - - - - - - I I - I - - I 5 I—— + . . . . . . . . . , � - L' L . . . . � ­ L 'L � . . ­t : 2 f - � - I - . � - - I - - - I - � -1 - I � � I I 0 ' L 0 - ' . 11 . I � I , , L . . . . � - I I n � I i � L 7 � � L, '­­ � H­ . . . . . . . � ­ - 11 . - � I . - I I I I � I I I I +L ' . L � L , � , ' . -, L " 0 M � . L , "LL ... . . ... .. ' � - I � - - - . I I . I I , , _- . . . . . . . I I - � . . , , . � .- � " - � - . - . L . - I I I ... � . - " , Lj. L . � , L' ' I I - - ' � L ' ' ' I ­ - - L ' "" - ' - - " " L ' - L ... .... ..... . ... �- - - '- .- - - ­ - ' ­ . . . ' ­ I I - - I I ­r - "' ' - - L - ' , - L . , , � ' � ' ... � L ' ' ' ' ' ' � - ' ' ' ' L ' L L I r.1 I '.- I - - I I � I ' I , - I I .1 - '- ­ _- - - , - L, L, L - ' - __ L , - - , , , , + ,-, , , i � � , , � � I ­ . � � r, ­ I I I - L � ' - ­ M' ­­ I I � ' 0 ' ' " '- 1 I , ' ' , - L ­ � ' - - ' ' - ' L L"' ' - ' - ­ ' - 4 ,� ' ' L ' � ' - ' - - � - - - ' � ' ' ­ � " , L . . . . . . L ­ " L. �.� L I � � 11 -4 1 1 1 1 ' ' ' , , . . L L I - I I I � � I I - I I 4 1 - L , ' � ' � I . I I I I I I - I I � . I'll L I - ­ M' , � - � ­ -1 I �P� , - ­ ­ L ' - , - f=: . ­ ­ L - ' � - - , L . L ­ 1 i � 11 I _.� � - - , , , ­ . . . . � , , ' � - . " L - , 4 , - 'L, - � � - , � , __ __ - , , ­.- " L - ' - ' � - ' ' - � L L ­ - , .. , ' � ­ - - - . , ­ L, , . ­­ ' � ' - � � - ' � - - ' -- - � ' - - - - - - , . ' ' L' ' - ' ' � . .11 ' ' � . I I I , . I - L ­ - ­ , ­ - ­ - 1-1 __ __ ". ­­ ­ ." - _. - _ :�: _, , .. .... ft�Lfr­­ -­­"' ­­­ _­__­____­ � � L , _ --,-. U., L,- _ , 1­1441-1 ..... .. . ­-, ­ -- ­- ­+ eq - � � � D� 0 - ' L . . . L , , . . M . ......... . ... L- - "' ' " -, ' ""j- ­ .... ­­ ­­ ,,'--d ....... _ __ ...... . --A ------ ­­ ­­­­.­­­ M � . I , 111­11 ­­­­­ ­­­­­1j .... L---"- ­­ . . ......... f , ­ ­­­ , , ,- I L L --- -- ­­-- ; i - I ­­­.- 11- I ' ­_,_)!_f­_. , ' L� , 'L , , , I I ' ' ,_­­ ­ ­ ­­­', ­ ­­ " I ­.... I . .... . � � 1 - , . .. _­ " " ­ ' "" ' " ­ 0 _.b� - ­,", "" LL___­­-­!­­­­­­ n I'- ----- ­­­­ 1­ � "'L ­­ '" - ­­ " ­ . ..... .... .. -, I—— - � - , I ­ ­ -­ 1 1.4: 1 -1;d­­ I __ , - - .1 I - - j­­ ,- , - __ L ­ - __ - � . .. . . .. . . ' - -­ ' � I L ' _ L 4 , ­jj­ ') - - - - - - L , _­_ , 'L ..... . . .... .. � " � � ­ " - . "" ­ . ­­ ­ , � - L- ­-, , "' � ­­ - ­ ­ � . L" ,- - � . - ­ . ,­ " , , ­ _ , ", - -, ,� - ­ - - - - - - - - - - - - -' 1 - " '- ­ ­ � I .1 I � L ­ ' L- " � ­ ' - ' ' ' L ­11- I- I I I - � - ' ­ ' ­ i -_ ... , . L ' - n L� � . . . - L . . . . . . .. . . . . ­ --- - , __ ­1 L - , , ­ , , - , __­ � . '� ' ­ . L- '- ' -, ' , '- � - � - ­ . - I Itj - " -- - - -- , ' - , '- (D (N ... L " -- . ­ L- , """ -, - -,- ­ - -,- , - , , ­ __ - . , " ". ­­ I t , " '- - ­- -, ' L - - - - - - - - 4 - " '- ' L, - - - ' ' ' - ) - ­ ,- ­­ , ­ I I—— L , ­ LL , LL � I - L' 0 ­­ .­ � - MI O', - I � 0 rD P) � ... �-, - - , L . . . � , M. L, - I ­ I I ­ ­ ­L ,L- -, L . . . . ...... . ..... . .. L- n 0 '�2 L ­ , ­­ ! , ­ � " - , L L' + ' - , - � , - , , , L , , - " ­ - L _M­M - ­ ' , - - , 11 ; I �_ -- I I - - ­ - - 4 - - , - - , - -- - - - - - ­ . .. .. . L- ­ -­ ; 1:1 -:Z , � . ­ ­ " ­ . 11 - L L --- ­ "f L, ­­ " - ,- .­­r 1-1 ­11 LL - - ­ '- ' ­­ ­ ­ ­­ ­­ � ' ' ' ­ ' , ' ­ ,- , ,-, - " . ' � . .. . . . ' L - - - - - - - � .. .. ... - ­ - ­ -, ; i � , ­ ­ � � ­ , - � ­ - . . � , ­ ----- ------ ­ ; � -- ------- ­ L . . . . . . � ­ L . . . . ­ ­ � , , ' ' ­­­ .. ... .. 7 , - ­ , , -4 , ­ ­ ­ ' 'L L ' - ' "" - - L " � '- '-, ' L - . I - . ­ . � � - ­ I . L , L � I I 11, ­­ -11, 'L �r L­ ­ ' ­ - i r j -, . N ­­ ' ' ,6 , 1. Ln I I - in , - ' I'M , - ' -­­ L " rq - I I . � I I ­ I 11 - I - � ' " ' ­- � - ' ­ - � ­ ' " - � . . . . . L � . . . - - ­ � L ' ' L . .... .. 4­ L � , - __ - - , - � , 'L � 3 ' � ..... - ' ; I __ . - ' ' L , L- _ _ ' _N . - - 74 . ­ ,,4 cr. I CQ - - L" , I K) -, , , , ­ L0 ­ ­ L IN N 0­_­, ", , 14-­ ­ ­­ I - , , - � , . - , , , � .. ... .. ­ � L' " ­-, , L - L, ' ' . . . i ' ' '- L" � ­ � - " -- - ", _­ " ­ ­ � . ­­­ ­ ' � -, - "-- , " ' � ­ - ' ' - ­ - - ' ­ ­ r- L ' ' L � ­­­­ ­ ­ I - . ­1 .1 I - I ­ ­ " __ L ­1 LLL 11 � L - - � L - , - , . � - , . � ­ I _11+� - I .1 .� I 1. ­ - ­1­1 I I I 1-1--l. ­ ­ ­111 ­.­ +­ __ n n1_ - I I I I ­ 11 � � ­ I - I . I , , ­ ­ � ' , �L, � .­ " L , , . . . . . . � - - - - - - � ' ' ­ � ' ' - ­ - L ' � . I I . ''I < _0, 1. ­­._1_ ­,­- �­. ­­­­ ­ ­_­. ' '­­ ­L­ ; - I . � L. . - I . I - ­ L ­ L , - , ' � ' L� . . . . � ­ ­- ­ ' ' - ' - > � > - I ­­­ ' ' ---- ­ - ' ' ­1 I ­­­ ­ ­­ ­ - ­ -- �'--�""-L-"""'-'-�--�"'-�--� i , ­ ­­ - - � '- � '- - ' . .1­1 I I - , L L , . ". ­ - � ' - ' " � - LL ' L , L ­ � " � ­11-1 ,- - , L . . . . . . . � - " � - � 'L I— ­­­­_ ­­ I ­­­�­­ ­_­r�., 11 , ' ! - ' ­ ­ - ' . � ' ­­ ' , , ' ­ , ­ '- , L - - " I L I , L , , , , . , - , + ­­­M­__ - I I , , r.') ­ ­ ' ­­-, ­__­­­_­ I ­­­�­­­­­­ � ­ . - ­ - ,- L ' ' - L, , � , , , L- L' ' I . , L . . . . � ' - , , ' , ' - � - � � I I � ­ L . ­­ `t­ L ' L , L - ' ' L - M� iz;� ' r- - - M­ L, - , ­­ +_ - ­ , Lo I ­_­­+_­­ ' I 1 . . . . ­­ L , - 41 __ �, I 1. L- I— ­­­ -11 ­ __­ - 1 - 4' � , , ­ � L' '- ' ' - ' L - ­ - � . . . L ' ' ' - ­ ' ­ - c - ­ ­ ­ .1-1, . " .- ­11. I ­­LL ' � - L ' ' , � , , 1 , 'r , . ' � ­ L - ' ' , - L ' ­ , ­­ , . I I I I � � I � n I i 4 4 - n - . � - 5 I I . , , - L , L ' . I I - I � . ' L , , , - , I I - � I . . L . . � 3 ' ' L ­­ r - � . 'Z) LL 11 z I I � � I � I ... - . � � � - - - - � " � � , ­ . " L , , ­ ' L ­­ z � - I , 0_ - . __ I . L � � . . _ _ . . . . . . . . . . , _ - - � . -, ­ " ­ ' - ' _' ' '- ' L - - �q I :�= �= ! ­ - - ­ � ­ ,rL , - - - - - - - - - � , � � � - - - - � . . . . . . . . . . . 4 r , I I � � � ­ . I ­ , ­ , � , , I , ,+ - -, ­r - � " ­ - L " ' ' � - - - - - - ' ­­ '�­ _- � - , . 'L � -_ - ' - L I I ­ , � . . . .... � , I . - I . j I 'L. � � - I I . ­ ­ - - ' L- ' ' - . - - � ' . . . . . . . . L 1 - . � - - - - � , " � � � � , , - � I .. � .11 . I - - - L , , L L ' 1. I - I . . . L '- L - ' ' - '� ' ' � , r "I .. . . . . . L -- - � , ' L ' ' " 'L � . .... I I - ­ L L ' L . I ­1 I � . ! ' L L , , _­ . . . . .. ... . . . L- - " ' ­' ­ - L ' ' ' , L . . . L - , - , , , Y L ­1 - L � � I ­ � - - - , , . 'L - � - - L L - . . . . � � L , I I I � I 'LL - , I , r , , , , ' , I I I I � [ 1, I­_7 1 1 L ' , - - - " -­ ' � L � . ��. - , � , , � � � I � - � ' ' L ' - -'-- . . . . . . . . . ­ , "" , , , -4 1 1 , ­_ , I r " , - , , , ' i I . . . L . . . L � - - , , 1 , , I.. . . I , . . " - ­ 4 � , , - I � � I - . , - , . L ' , � ­ Ir � _+ I I I ­ . I - - - - � I - - - � I � - I 1. � � L - - I I . . . L . . . � _' ' ' ' � � L I � - I I , ,- , L ­ L ' ' L - I - :-:) - - - Q, - , � ­ ' � - � ,_ , , , , , L , 'L ' ' - L ' ' - L ­ - � , , , , � , L � ' � - - , - ­ , L - ­ , � ' - ­ ' ' ' L L � ' � ' � I - , L , - , - , , ­ ,- , , , " " , "', - '- " ' ' ' 'L . . . � ­ ­' L _' � - _4 I I I ­ - . L' Ir .. 1 1 - . I I I L, - - I L I . - I L, ­ ' 'L ' ' ' - ' 4 - I . � I I < � - - I � - > > L , > I . - � I I - 1� I I - : , � � . - - � - - - - - - - L . . . � - ' ' - ' ­ � - ' -4 .- ­ � L - ' " � '� __ . - - , � L .. ... ... . . . . . . 'L - ' '- ' � . ­ . . I , I � - � L . . . . . . . . . . ­ - ' - - . - , 'L � , ­ "' -_ � - " � � ' ' ' - '- ­­ ' ' ' ' F � - - - ' " , � - - - - - - - L . . . ' � ­ - - � . ­ - - - - - - - - � , ­ , , ­ - , - . L , - � . ' , . I I I ­ I I � ­LL I I - ' ­ � ' ' � ' ' L. . ­ - - -_ ­ - L ­_ L . . r , ­ - -, I - - . . . . . . . � � ­ � . . . , - ' - - - - � - ­ L - -, - � L ... .. L ' ' . . . . � - - - ' ' ' 'L ' � ' ' � ' � - , I z ' - ' ' ' - - � ' ' ' - - ' ' ' - ­ � ,-- ­ L � L - ­ ' ' - � ­ L r � ' , ­ L , � . . . . . . L , , ­ - ­ - � ' - L - L L ' ' ' I I ­ I I I I I .1 ­ ­ �. � � " ' '-, - - , ­ � , ' , , , ­ ' , ". , - I ­ ... L ' ' ' � ' L ' - - I . � I � - - - L- ' ­ ' " < c ) - ' � - - I I I I I . I I I � I . I ' '> ­ > , � 'L � i , . , ­r ­ � - - - - L . � - - ' , "' ­ ­- ' � . I I . � L I - I . I I 11 L - I I � I � , - " � , � � I � I L" � , r - '­ " ­ ' ' - ­ - - ' ' L - - - - - - � ' ' ' ­ 1­1 - , � . 'L, L I L L ' ' I I . I I � 4 � ­ ­�<L - - - s a - � � - - . - �__ - L " ' ' L < I. - , � _ - ' ' ­­ ' ' � .- - , ?:­ -- ' ' ' ' i ' ' - ' , , ­ � L � , - - - , , . . . . . . . . - . ..... . . " k - L ' ' �'­ � � . I ' L L ' - � - L � - L L' � . . .. . . . - - ­ " - ' - ' ­ ­ � I � - , - -- _ " , - - ­ . I � I - ­1 .- , - L' ­ , - . � - � -­ � L - 4 . 11 ­ � 11 ­1 11 I � I . 1. - I I ­ ' " - ­­ "' - � -, L U)" _ , Z: _Z, � _ ,,, , � - _ , ­ ­ � __ , � , . _K � I ; I � i t�� :?: 2j­ 6 I > tn - � . 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L' � ­ ' L- ' L � I � I L� . i I ,4 �i r4 i " � 9 :; I � � , ­ - L � - . - - ! I - I - , � � . I t i i � I ; I t I � � � I f -1 . . . L - ­­ - ' ­ 'L - : 1 � r I � I � I 1 I I - �, ,,;� I 1�1 , I I ___ __ ' u C- I / z Y )'66' 1 �/201 9 1�1 I- 41 OW 4 4 Jimmy L. Taggart 14 If U c . N o . 22841 I 4- I 10 _r 6'1� 0 N A 1, � - _-_ � 8 L- �l � U) 0- < AON44L U z i...- 0 Ir. Z > � , < w I j I 0- 0 Er i Z cq < � = -1 w �_ LU M 0- Z) ') _j cr 1 LU 0 Illl- U_ I (L p ii U) cc) � (D r" Z _j < 0- 0 < 01 lr^ Z lij 2 - ii ! I UL Fr � � �� (13 ,PP% vj - 01 < � & > z w z < > = Cc I'll - 0 k I . pf*�F-10107111; I It: I # - __1 I . SHEE7: 15 i I I i OF 1 9 J I T G-1z NINE! COMPONENTS OF CURB HIAMPS CONSIST OF TKE FOLL<O'wITX. 5I'iDRA.ULIC CEMENT SIDE y1PALK (DFP H IA NICHES, AREA IN} ;3� 3 AEXU 'z A 1f SI pp �� GENERAL IY �y ry 1 CURB i HU4 NEilUIRED (Ci -2 OR CC-3 IN UNICAR FEET) 1. THE D:TECT.ASLE WrARNW+'JG SHALL 8E PP0Vit)IE0 STY 1°RUMFa ATED aCrdES. DETECTABLE MIAPNING SURFACE (.AREA IN C(JUARE YAROS) EACH OF THE .AP0,4E ITEP.9S IS,, A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNIFIG' SHALL BE FRGM THE MATERIALS APPROVED 'LIST Pop - S °. sUE MINAh1ZET , t7°h EACH OLFI3 CUT F�A#N', - DETECTABLE 'WARNING; SUFACES. PRODUCTS VOT LISTED -SHALL. MEET THE R? QUIFEMENT> OF THE -P C'iA PROIJI L17N FOR CC-IZ DETECTABLE SIftEWAL h:"' -RAMP 12+1 MAX �48!1 MAX WAP[lliAW SURFACE MD SHALL €9, SUBMITTED IC THE STANDARDS 94D SPFCIAL DP39GN F;!!ClDoN FnR APPPOFsJAL V, 3. SI_O€?IFIC SIDE& OF CURB qAMP MAY Or POURED MONOLITHICALLY µ17H RAMP 1 �� 4:: FLOOR CR BY 01,4(' PFRMISSRRLE C04STRUCT ON JOINT WITH REQUIRED $ARS. IF RAMP FLOOR 15 FRDfiA51,HOLES HUST BE PROVIDED FOR DOWEL EARS SO THAT FLARED STDrS ADJOINING CAN BE CAST IN PLACE AFTER PLAOEMENF OF PRECAST RAMP FLOOR- PRECAST CONCRETE SMALL BE Cr_A5'3 X-4.. TYPE A. 5: RE2t)IREO BiN?5 PF E TO BE 11�J. 5 X 8" PLACED I' CE"TEG T'C CEhTER A.LO NG BOFM SUES Of THE RAMP FLOORd.IFFMD-DEPTH OF RAMP FLOOR- MINIMUM PERPENDICULAR B. CONCRETE GO"tER CURS{ ," CURB AND GUTTER: �L fiE TRANSITIONS ADJACENT 1-0 CURB RAMPS INCLUDED IN PAYMENT FOR. w R GUTTER. Q CURB ! CU S AND n:1 u,'Y.': ; p rARE r T° ,t hAlid ^?a�i : w Y 5 . { �--�-�--�--n � 1 7, - CURB R,A�4!PS FARE TO HE LOt�+°TED AU SHOWN ON7rIE PLAINS ORASL`IIZEtiSED BY THE ENGINEER. THEY APE INTERSECTIONS "`"' ;y�,�� _ _T' �- 1,Z,g iY � i».-m-- TO BE PROVIDED AT WHEREVER AN ACCESS:®LE ITQUI € 1Vi7PfIS, T"u1E RIGHT s7F. 'NA'f OF A HIGHWAY FACILITY CROSSES A CURB P°°E,:ARULESS OF WHETHEf{ SIDEWALK IS EXISTING, PROPOSED, � OR NONEXi STENT. THEY MUST BE LOCATED WITHN PEDESTRIAN CROSSWAALK'S AS SHOWN ON PLANS OR AS DIRECTED Rvr THE EN01FIEER.410 SHOUL(3 NOT TYPE PE TED LOCABERN' VEI{ICt.E STOP LINFS• EXISTING LIGHT rTMtTk f $.FIRE PARALLEL HVDRANT5, DRQP INLETS F.7(l ACCESSLSf E BGIU7E5 PR+DVIDE A. CONTINUCIIIS NT(pBSTRILCTEC TABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIELE' CLEME147S OF A FACILIT`r 'TVAi D. rJ BE FRO4 NE0rE€TTEREI� AND USLI) BY PEVESTRII S. ti " zz - Y, d f RAMPS MAY iiE PLACED DN RADIAL 0R T'AYJttEt�l1`If4L SECTC4td5 L�RDe TOED Tt1rk'I ` THE CURD OPENING IS PI -ACED -141 FIRN THE ,_IWITS OF THE CROSSWALK 0111D THAT THE SLOPE AT THE C:ONNECTIO14 OF THE CURB OP'EI•N11,4% iS PERPENDICULAR TO THE'C4RR, I 9. TYPICAL. CONCRETE SIDEWALK 113 4"THIrK, WHEN THE ENTRANCE R DtI CANNOT - AiCCr]MMODATE THE. TDR?-JIN Q PEC UIREMENT5- OF ANTICIPATED HEAVY TRUCK & ' hkiN TRAFFIC, REFER TO STANDARD t�i,';QMFAE'F;CI,�L EFITR,ANCE tHEA.'J'i TRUCK TRASFF`ICiFOR .-(�ONCRETE�DEPTH, - - - AT _�; ;°„ HtCL-iER. THAN .�°-��---�"•�-�- ECFGE OF PAVEMENT �' � 109 WHEII CURB'! R,VJPS ARE. USED IN CONJUNC TIC N WITH A SHMED. USE PATH,. A7 X , SAME AS TOP or 'f.:UFr6 THE MIiNWIuM WIDTH SHALL BE THE WIDTH OF PHE. SHARED USE PATH, %1. WREN ONLY ONE CURD RAMP IS PRO,tIUED FOR TWO CR0SSIN0' (31A,10NAL}, TYPE u t� SHALL T9L: PRc5W3D_b 0 bAVR Ut.WA -'T tEE4''HAN-PERPENDICULAR 4 x H'Lr`CRCISSFNA ��d�i�a�'1L I_.;�L � I K IPBT'Ci TI{E vi2C.5 aSNA4K Wt{"te{GUY GOiHG 1F;`iQ THE 1'F2A+.+Ek NAYA. Tt{I5 4:'-r 4' LANDING AREA MAY INCLUDE THE GUTTER PAN, 12. ALL CASES WHERE CURB RAMPS !NTERSECT A RADIAL SECION GF CURBAT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE TRUNOA7ED-_LFOME v7 F.:_L A:., T-,C � WARtd°h!G E4IFFAGE SHW.LHAVE A FACTORY 3ZALNIJS flR HE FIELD- &r 25�G 0 Cl 0 0 0 -MCU9FEED to RECOMMIENDE6D BY THE. MiAMJFACTURER TO MATCH, T? C} Q, 9 0 0 0 Q QQ 1I THE BACK or CURD -\' _ --r-.. 1. _� € ' i O {g. 'mot �"3_ fit. •? O �J d(5 G r ^.'} {j 'C� I N"DI G RAS,tF IQ QgQQ ?QQk)�;�Q 50 65f of DAS ,LIAMET R Ct J 0 0 t 9 O J If ._. -4OETEQTAULE AT r' W .FI#U�a BACK OFC 095 I.§° �I"VAR3ALE FOitii- WIDTH GE RAMP FiCOFTSEE . km7E32. B�NS£ CIAMEEr ... PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECT'A,BLE WARNING INSTALLED N A RADIUS DETAIL ICE T AFL , I T _ 1 DETECTABLE I SURFACE GE CIRE"II1ENCErI ftE�ERE;N4E R, OA3 AND BRIDGE -STANDARDS <GENERA'L NOTES) 105 $HEFT i pf 5 REVISION D:wTE 2T13:45 U7 15 'ViRrA !A, DEPARTMENT OF TIIiAviSPORaATioN �4"? 201 S ROAD & BRIOGE STANDARDS PERwsSSBs-E CONlrrzuCT1ON� JrE;ItI7 -� 5 DvWEL.6" (,£JNQ "ui 1d1 C-C ---=�--- s i`d I TRUrNG€FTE DONE TYPICAL DESIGN SEE SHEET 1 OF 5 FOR OElf4LS v tb 14,014 0` Mir. SLICK OF CURB1.,'.1 MAX,�4....�..�..�....<48.�1 MAX. _ __. r^PERF,}ISSIrBLE CONSTRUCTION JOINT SECTION B-9 NOTES, FOR GENERAL NOTES GIN THE DETECTABLE WARNING STIRFACF, SEE SHIF,ET I OF a. THIS CE544N 'To BE USED FOR CO3,iST%UGT&3N THAT I�IGiRE'OTi? l'E5 Sv4i3ETi SIDEVY.AL K, LPEIOINU S4'ViIEE?REGUIP,F,C �T TpP CJF C+JP,0 "MP; MITIIIt!Jr1 GUTS S AE' IEN4TI1 D FELT Fpft N ! =15TRW..,'T ICh`d. TYPE A WITH BUFFER STRIP r�GM{�x U' ty v A, 4'SQUARE LANDNI, AREA OUTSIDE OF TR VFLVAY SMALL 6E PROVIDED WITHIN � A A" GGUtSRE L1kNDILJd; AREA OUTSIDEs TPAVPlTWAYN4LL j' BE FRQ AITTEf? VUITHIII j 1:4 . q 0, THE MARKED CROSSWA-K AREA I THE MARKED CROSSWALK *EA,- =J v { 9 I/I1fil jp -, UU r,( - RCSSWi6K CROSSWALK COSW 0AB TYPICAL PLACEMENT TYPICAL PLACEMENT SSWALII< AT 9NTERSECTI�Qt� AT INTERSECTION CROSSWALK S WITHIN CROSSWALK WITHIN CROSSWALK PIr A.CEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH DUFFER STRIP SPECIFICATION( REFERENCE GG-12 DETECTABLE WARNING SURFACE 's, DCT RDAU AND ORI,iDGE `CTrWI,L1A.RDS 105'APPLICATION TYPE A(PERPENDICULAR) AP'P, ICAT-1 N RE VISION DATE- I " •4dEET �, GF 5 SOZ VI 0IN11A CI£T' F TI E11'1' Crl" TRANSPORTATION 0,115 2D3.OE- 2U16 ROAD & BRIDGE STANDARDS t 12'1 M • 'TALE �-ON - WITH BUFFER STRIP MIN = - t 1,4 707*1�" '^ IIAX _ WITH BVFFER STRIP 311 VAX, WITHOUT eVFFER STRIP ff D ird TA UCTtrJly �vm JcifhlT � 4"'Lh rr CURB SECTION El-B RQSSiY1LK (j (riliS-1-TVA tEL`MAT \� R e P+ALL III aR�u!�o FAR NOTES FOR GENERAL NOTES ON THE: DETECIA13LE AAk"'tING ViRFACE. � �� � P�€PPTNG4CAficeassveaaLa SEE HEFT 1 11F S. ITt 1 THC Mr*F m THE RaZquREV LENeiTt CFA. PARALLEL RAMP TYPICAL PLACEMENT curia i5 Loti%u TO 15 FELT`, REQA ()LESS OE. THE --�C 611E FER STRIP SLOPE.AT INTE SECTiQN sioewrGn` WITHIN CROSSWALK TYPE B PARALLEL u4D .�:tDIACONAL PLACEMENT APPLICATION !Gohe MINIMUM RAMP LENGTH i _ �c� A FA SQWAY GRAVE INP FEET 94 PERCENT a,r, CIJRe c" CURL" 61, w 0 Ea.'::. Fzj 2 512 ra �I iF v WITH BUFFER STRIP T WITHOUT BUFFER STRIP \Vt T GG-12 DETECTABLE WARNING SURFACE GREEiC�CE ROAD AND F3RITiGE STA:NCrAiRD"� � REFERENCE SHEET ITF 5 REVISION DATE TYPE U (PARALLEL) APPLICATION 105 2G3.07 )71F6 VIRI°4114A DEPARTMENT Of- `a -1??RNSPCRTAT10H 502 2016 ROAD & BRIDGE- STANDARDS A *5 DOWEL 6" LUNO I AT 12" O.. C 5' I 12:1 IMtAy PERMISSIBLE C QNS TRU C TION JOINT B 121 MAX ut I ($zE TA640 12 EE TABL01 TRUI^CAT D DOME"-; 'SEE :SHEET I OF 5 FOR DETAILS a MR TO MAT:'H FfSCE�-•:,>` x m vmmenwwxv". mnm t OF ROAAC]WN( CLPI3 �� BKOK OF CORE—, %tx 21 LAl 2' MIN, F r _ j oxl i a`.MIPI. F'ERMISaITiLE. CONST. +',i �Y f k A . TIRE NQXTEO' D".AhIL ?EE SHEET 1 (if 5.FOR G'E7MIL5'. A 4'SQUARE LANDING TAN ENT FLAN ARA OIJ'TSIDE 6F SHAPE TO MATCH FACE TF A.VEL#A SHALL OF Ro,F%LYN1A.Y CJRC1 EE PECK READ WITHIN 2' 01,mil. 5 'J MII'� THE M,WKFDA CRO5SWALK? PREA, AT � , 1" HIs;HLR THnt�C BACK OF CUP 12- } MAX_ - 48t I MA*,_. EDGE OF PAVEMENT AAAX- !'r AT : , SAME As TQa'"- r14` CLP,S 2O : 1 _ , 2' MM. _ SECTION A -A S -.T--- TYPE C�-- RARALLI�L & PERPLNUIC�!`LAR APPLICATION '_ ALL v P P L Nu H R. S'SIDE WALK 4'81JFFER STRIP 0 U1. C? CROSSWALK TYPICAL PLACEMENT AT INTERSECTICIN WITH BUFFER STRIP ,2'1 }'....A AT N: , Z" PIG THfA P fC3GE OF F`XYFMFP{T JAT,1 , SAVE AS TOP OF rURR kOWM 11 -. I IN FEETV. c.L'ftF3 �w 0` e Iry tE M ' 01 4' C," CURB' Y P: C 2m 1 2 5 AT T, 2" HIGHER 'THAW! EDfic OF .PAVEMENT AT,.;I . SAM[ ,AS TOP OF CURB �T ......._ 8 NOTEC- FOR C£NERAL (NOSES ON CH€". DETECTABLE WARNING SURFACE, SEE SHEET 14F S. �7 TNG 5LLL(;TIQR OF QURD TYPE A>dU TH; S;(jNFIa4RA IQp @F THE 'VARY 15 I 15 Fi FFfR, STRIP MAY T4 MEET EXISTING FIELD' tr( NDIT1[dNS .FIND ROADWAY GEOMI'',ETRIC:S PLROIADING TIME, DIMFNSIONS AND SLOPES ARE A"a' NOTED - THE SEDLIrRE[1 LENGTH OF A PARALLEL RAMP IS THIS COMFINFI) (PARALLEL 5. PERPENDICULAR) DESIGN CAN BE U5FD V49TH LINI'TEO TO 15 FEFT, F2EcARiX_FSS OF THE SLOPE- ADJGINlNG BUFFER STRIP, LAPIDINO AT BOTTOM OF TWO SLOPING 'SIDES' WITH $ A 'a 4.t&M. pIlA�Fk�IflN _ ,He si. imv P�FtF`�dC71GV4-PJ3 RUFE-.To T€ r .STREET CAN HE PROTECTED EY" .A LAHDSC:WED SETBACK OR CONNEC7ED TO THE SIDEWALK WITH A VV?aRPEI) SURF,hGE, -IOAfidN XVDOT RENGE GG 12 DETECTABLE WARNING SURFACE rc{iAl'a AF`TD BRIDGE. STANDARDS say TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REV(: GIq DATE SHEET 4 OF 5 5C2 YIIR01NIA DEPARTMENT OF TRAf,8,fi11RTAiION 07 &E 203.si8 2016 ROAD & BRIDGE :STANDARDS UG-12 L DETECTAB WARNING LE iTYP/ R MEDIAN WITH CUT -THROUGH TYPE M2 911+C,. I ION. C ` _AEu NOTE VARiAHLE tt 3n� :SEE NOTE 5 1 VARIAULE 2« n, 1 2, µ a;T 1a61 SECTION GA D SEE NOTE .f - ... u L Frei. Plea C 1A,r L i 15 �- �`- DETECTABLE N4APRIW, (TYP) NRIEV RE:FL GE ISLAND WI17H RAMPS TYPE Rif Ft MEDIAN WITH RAMP REFUGE ISLAND CUT THROUGH TYPE MI TYPE R12 NOTES: _ k I 4'Wn, I 6" I I. FOR GENERAL NOIES ON THE (7ETkCTABLE, WARNING SURFACE„ ' 12 1.D. d <'iFi1.i .,...:_.._. `.-T.$'Tl aC Ir a.,.........C..,_,�„�,T2- ➢ wct x : r�AIR� `7 ,TEE SHEET 1 OF i... 444 i I ?. CURS SHALL HE'..SHAPFD TO MATCH 'THE FACE OF ROADWAY CURB. 3, SEE. RCADW.AY PLANS FOR ?A£DIATI 49D REFUGE. ISLAND DIMENSKJAIS �.�y--�r. ''•` 4- RAMP' ANO CUT %'11ROUGH S SHALL NE ALICNEI'l WITH tRaS5Mi.R.LKS. THE RAAIMET aHOE 1-TA D7 A_ Na P ? A' S -TION A -A " Hf6??AUi{C CEMENT CftN FETE:S°DENaLK INA-CUFLtHtE Y11H SECTION 4F� NOTE h 5L1+t OF THE ROADe 9RICFI;L aFEelFII..ATlONa. EY,CAVAT!ON OF MATEftIAaL FOR THE 10�- N I -I I UV.41 K {A I I d 1 THE P !C PR 1 € .P.wTW.Ur?TI€j 4 THE �pE. a! L UE r G4LLt,�4 IN ..E , ft...L .,.P :R RA4 € CEM �T- ( N r !- - FC7.. �' HYD...J{.b CEM...tl, 4..vR_.TF ,.DFwA(:.k. 6. CVT THRQVrIlt"S LF55 7FiAN F" IN WI%'ifH 5HA;'.1, NOT HAVE DETECTABLE WAFNINN-SiNSTALLkD. 5lrATIGN REFERENCE ROAD AND BRIDGE BTADARDE4+DETECTABLE TkTqBLE YARh1Y SURFACE: s-BEET �F REVISION OAT, MEDIAN AND REFUGE 6LAND APPLICATIONS 105 -03,09 7/12 V+IFiGAM DEPARTMENT OF TRMISPORTfATIQN 5P2 2016 RDAiD BRIDGE STANDARDS NOTES, 1. TIRS ITEM MAY OE PRECAST OR CA:aT IN PLACE. 2. C41ICRETE TO UE C0,55 A+3 IF CAST IN PLA;'C. 4000 PSI IF PRECAST. :5_ CURE 14AVING A RADIUS OF 300 FEET OR LESS (ALONG FACE CF CURB) WILL BE RiW FOR AT RADIAL CURB- 4„ TKf: DEPTH OF GtREI M!A`e BE REDUCEDAS MNMGH 3" "S" DEPTHF CAR I NCREASEU AS MUCH AS 31' t21" IDEPTt1D N (ORDER THAT THE TIOTT04 CIE CURB WILL COINCEF WFTH THE TOP OF A COIJRSF Of THE PAVEAMEITfi SLIBSTR #CTt E. OTHET+WrSE., THE DEPTH IS TO BE t8" AS SHOWN. No ACIJUSTNIENT IN THE PRICE BI'O IS TO BE MADE FOR A DECREASE DR AN INCRE,45E IN DEPTH, CO-2 IS 14 BE USE4) ON ROADWAYS MEETMi 5' Tw RtEaUCREMIENT FOR CG-6 Aa SHOWN, *PENDIX A OF THE V'UOT ROAD UE5IQN MANUAL, IN THE SECTIONS 09 GS URPAN STANDARDS. 2'" RAJ"S: T " u SURFACE & . _. x �j ry � s A k4i h _ ¢ DAIS' a L �G .h ACCEPTABLE ABLE ALTERNATIVE IF CURB IS EXTRUDED SLIRF'110E REFERENCE STAd'MIDtSPCD 6" CURB ROAD AND BRNdGE 5T AFILrAR[T5 10RE ISiQ" QT TC SET 1 OF T $02 VIRaINIAs DEPARTWHIT Of TR MSPORTPrTION 2C3i_01 NOTES* T, THIS ITEM MAY I PRECAST 4R VAST IN P'LA E. 2. CONCRETE TO 8E CLAMS A,3 IF CAST IN PLACE, 4DOO PSI IF PRECAST, 3. COM tNAAT`ION CURB & OJTT" IIAY1 ; A RATJNUS 4F :30D FEET OR LESS CALONG FACE OF CURB) S-HALLIFE PAT) FOR AS NiAAD1AC C©MSNATI(- GURB & CUTTER, 4. FOR USE WITH ST 1LIZ I OPEN-DRADED DRANA LAYER. THE SOTTOM OF THE CURD � GUTTEFx SHALL BE CONSTRUCTED PARAH,LEL TO THE SLOPE OF SUWASE COURSES )lt+li5 TO THE DEPTH OF TFE, PAVEiMEKT, 5. A LOWABLE DNR!TEW} . FOR TI " USE. OF CC"S C IS BfSSEp ON ROADWAY GLASS GATI4TN A,W DESIGN SHEET} .AS SHOWN IN APPENDIX A OF 2" I THE ROAD DESIGN MANUAL IN THE SECTION OFF G5 URBAN STANDAR S. { . S' D. L � tHE HQTT'4!M OF THE Ctft AND 2 O CUTTER MAY BE, COi'ISTRFUCTEk� P AR L ,& EL. TO THE SLOPE OFF S1,E09ASE COLRSES PROVIDED A - I HIS AREA MAY RE CONCRETE :ktlN�it,BA I1EF'TH OF 2" AT THE OPTION_OF THE CON!TRA.CTQIR {$ aJ,aM"NT6dNEFr. F2EFEIiEfi+CS COMBINAT10N 66" CURD' AND GLITTER �- -- ROAD, RNO 8E STf3AR TDS {REVISION`'( OATS ET 1: OF 1 iA WRGINI CEPARTUENT OF TRANS"P0, RTA.T00K 2D9,Da DH3A, 38, 3C EXPANSION KEYED FOR DETAILS' OF INLET - - - JOINT - CONST• B,gRS D - rr^^APPROACH T. .EXPANSION JOINT �"-1O".: FRAME & COVER BACK OF SIDEWALK �- - - JOIN .. '"'GUTTER SEE STANDARD 0-2, i BaR G .2 WARPED EARS G 4„ „ 2" GUTTER a .: nY z.4 .mill BARS C a BAR C = I SUBBASE 2" 6"G BARS B _ ARS F I I I! a o �2r: -_- HARDWARE I a z + ARS F- WEEP HOLE. SEE NONE 8 r - 4 a- rrt L ! M x W X CO ci {I 11 BAR F BAR A NOTESTEP55E ct 11 li BARS D FACE OF CURS GUTTER CR K CONTROL JOINT CRACK CONTROL z 0" 1 PLAN 3;_G„ SECTION A -A 8' MINJ. ri L-VARIABLE MAX. 20' ! KEYED GDNST. JOINT 2'_10 WARPED GUTTER 2'-01, 8" 2 6' B,o Y-O" 2" APPROACH 3 ? GARS A GUTTER r 1 oa BARS G 1 BARS F BARS E i3 v m I *3" DIAMETER -°BARS E - - - - - -Baps B WEEP HOLE FRONT ELEVATION EARS F iGUTTER REMOVED) t{„ 3 0 xitq„ BENT PLATE SECTION B-B A ' R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & 00-7 STANDARDS,' � ��\\\ - 42'f2"X29//xx^Xy4'` GALVAPNIZED TYPE', EI NOSE DETAIL' SHALL BE USED --WITH _CG-2 & GG-6 STANDARDS, TYPE A'' TYPE . B If2" X 4'° STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE GENT ON AN ANGLE OF 68130' TO ANGLE IRON AT 2'C C. CONNECTORS AND IS TO BE ANCHORED WITH �2" X 4" STUD SHEAR , WELDED TO BENT PLATE AT 2' C-C.. - - NOSE DETAIL S 2" APPR:-.PAVE6AENT DI-3A L D! 38 L DC 3G L WARPED PAVEMENT I 1 p } _... FL?JW 2 FLOW S3 I - _ 1 3 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVE)OT STANDARD �CURB SPECIFICATION ROAD AND BRIDGE STANDARDS S T AF V D ATE D CURB DROP INLET REFERENCE SHEET % OF 2 REVISION DATE 12" 30" PIPE, MAXIMUM DEPTH (FI) 8" 233 104.Q9 OS/IO VIRGINIA DEPARTMENT OF TRANSPORTATION 302 y s :a TRANSITION BETWEEN PIPE DIAMETEIRS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE 'NITH THIS DRAWNG IS TO APPLY TO THOSE STRUCTURES SPECIFIED SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE, CE T O OUR0 T N OF PIPE f� SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS f SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 1 r TO INVERT OF STRUCTURE. // OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. " THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A f PORTLAND CEMENT CONCRETE MIX CONFORMMIG TO CLASS A3 OR j (CLASS Cl,EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE UP TO 4" N DIAMETER AND CONSIST OF STONE, BROKEN BLACK, , � Q : p, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE : SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONEIV OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. a DETAILS OF INVERT SHMP%NG AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION -B PLAN METHOD OF TREATMENT IN MANHOLES yDOT SPECIFICATION STANDARD METHOD OF SHAPING REFEWNCE ROAD MD BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 10a nn VIRGINIA DEPARTMENT OF TRANSPORTATION O $ i Lu W ' i I + i 00' I z'zC =) =, 0 O +CTS . 3T I Lu rl , sti C3 " t I M lD O Ca d fz A� I�L S H )06 10 2019 Jimmy L. Taggart Lie. No. 22841 O . IIAL _ Lk tE i i t ® ETER 912F VIMENSION DIMENISMN A 3 INMENISIGN C 5'0' �VW HIN. S! MIN — GREATER 40 PR13POSALS WIlJ_ BE SUlHt7TE:l FINISHED GRADE —.Tl T__�z FT_�_.Tl _n Tr �z TRENCH REDUCER 2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - -- - - UNDISTURBED SOIL 18!' MIN. A SIDE VIEW UNDISTURBED SOIL EDGE 24' MR OF TRENCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - REDUCER " MIN: 8 B DOOR HINGItS A 7 '4 135' DIAMETER DRrLLEI) 2500 P.S.I. CONCRETE THRUST BLOCK­­� 4 9' MIN, HOU R TOUCH READ 4, UNITS. —14—t— UNDISTURBED SOIL EDGE TOP VIEW : c OF TRENCH 24" MIN. 1: NOTES: PLAN VIEW F J _j_ 3' DIAMEIPR FLAT 0 NOT TO SCALE 0 NO CONCRETE SHALL. HE POURED ON ANY PART OF THE MECHANICAL JOINT. USE BARtCE ENG SURFA PLASTIC SHEETING AS PROTECTION FOR BOLTS, LIFT HANDLE 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF ' ?4 36' 24 TRENCH, OR AS APPROVED BY THE A -_SA. ALUMINUM ACCESS 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE HATCH ACSA. CERTIFICATION OF 959 COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF 'TYP I C AL METER VAULT ALL THRUST BLOCKS, TYPICAL REDUCER THRUST BLOCK FIG-, V-7A NTS FIG W-3D PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT If TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID u z z M.J. GATE VALVE WATER _t I LINE 2500 P.S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST 13LOCK 4 -A 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG• W-5 TD-14 TD-7 TD-9 GOOD FOUNDATION MATERIAL ROCKY IFOUNDATION MATERIAL .. NOTEi HYDRANT MUST BE JUNC710N BOXES, TRANSFORMER DADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, EQUIPPED WITH CHARLOTTES- 2 IN 4 VILLE THREADS WHICH IS INITIAL BACKFILL %A VARIES 8 8pp THE: LOCAL STANDARD, 0 MIN IAIN, MIN. MIN. w MIK LENGTH OF BRANCH VARIES 6" BEDDING 4 61 MIN 04- (270) 2' TO I O� #68 STONE 41� t 7x ll"-22:_VALVF_ STABLE SOIL ROCK BOX 7 CU, FT. #68 SION SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL d b STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND A4 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 6" GATE #68 STONE. 2'MIN VALVE WAT SFWER A a" X 6" TEE FOUNDATION IN POOR SOIL UNDER —CUT CONDITION q 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST LOCATION OF OTHER UTILITIES lafflaIT" � UNDISTURBED STABLE (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) A:_ SOIL STEEL PILE RESTRAINED JOINT FITTINGS 4'MI I INITIAL BACKFILL—\ 4 MI WHEN TH,_7 SOIL IS DISTURBED OR WHEN UNSTABLE Ell, A HYDRANT IS LOCATED IN A FILL, IN ADDITION EASEMENT WIDTHSt WATER OR SEWER ONLY 80' MINIMUM 37" NISI, TO POURING CONCRETE, A STEEL PILE SHALL MIN. MIN, MIN MIN. WATER & SEWER 30' MINIHUM #68 STONE L BE USED AS ADDITIONAL SUPPORT. GRANULAR FILL AS APPROVED BY ACSA S A : ' ;S 1 � 7 I ' vas UT LUCKM ASSEMINLY STABLE SOIL OR ROC K NOTE SEE PART 3, PARAGRAPH D; SEPARATILIN OF WATER & SEWER SYSTEMS. 1. SURROUND WEEP HOLES WITH GRAVEL ANC KEEP FREE OF CONCRETE, ply 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NOTE INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 'VALVE BOX, 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 4, THE GATE VALVE: IS ALLOWE) IN SHOULDER OR BEHIND THE DITCH, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT IT IS NOT ALL IN THE DITCH. ABOVE THE INITIAL BACKFILL, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 90o TO THE RIGHT EF WAY, ITHE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF t PROVIDE A G" 7HICK GRAVEL. BED BENEATH THE METER VAULT, REQUIRED TO BE IN WET AREAS, THE WEEP HOLES HALL 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 2, MINIMUM WALL, THICKNESS FOR PRECAST OR, POUR',-N-PLACE VAULTS S)­fALL BE 4�1, SBE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. IN THE TRENCH. MINIMUM WAL,.I_ THICKNESS FOR. VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES, 1 THE OUTSIDE Of THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PP.00FING COMPOUND, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL DUCTILE IRON WATER N.ts. UTILITY LOCATIONS 8c EASEMENT WIDTHS FIG. W 4 PIPE INSTALLATION BEDDING METER VA 1 /2 METERI NTS FIG. W-1 NITS NTS TD-8 FIG. W-2 FI & W-78 TB-1 TIC--15 ngn aENb DIMENSIONS VOL TEE AND PLUGGISS FEL CUI YDI T 90 45 292 1/2 lE 111 1/4 45 22 1/2 11 1/4 90 OF u 0 c) CN U) • z 0 cr_ to (aj w U E2 IK vft rc uj 4. lit to W Lu r I a: 04 LO ct U 0 04 c'? 0 rr 0 LL cc cc —j j CL Uj LIJ Lr) IK c\I ) ii 0 cr) LIJ Z % 0 3: CL z 0 z z Lb LLI i 0 0 L) i z z C) 0! u U; uj V-1 rq 0� M k6 6; 25 z ��lyll Oat P J 06/16/2019 Jimmy' L. Taggart Lic. No. 22841 Owl ON N L z (9 > w _j Z C\l < 2w w M jr < W 0 < LL 0 Co Z W 0 < < 0 Z F-' — U) LL F- F_ U) n z > z W > DATE: 11-26-2018 SCALE: NA JOB: SD P-2018-00085 FILE: 17.0110/18.0505 HEET: 7 OF SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE 'SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, Z SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWED SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". ^� a. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. % MAIN LINE 21 MIN SALT f TREATED FINISHED GROUND x MARKER SEWER SERVICE LATERAL CONNECTION N,T,S. FIG, S-2 TIC-33 .A$lM A36 AND HEX NUT ASTM AW OYP) UNDISTi RBI iD EARTH -# UNDISTURBED 2 - 3/'4" DtA t� Sii6L. yTYPt A.L-THREAD ROD 1.. > t WATER "N VALVE Z4'"h+ItN UND15TURBED EARTH L'3A Aw3 CONCRETE UNDISTURBED NOTE. I. ALL RODS AND FASTENERS SHALL BE GIVEN 'IWO COATS OF ASI'tiALTIC PAINT AFiCR PH".;EWB f. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR HEARS AGAINST UNLNSIURI E0 501L rOR TIME MINIRtUM DIMENSION SHORN, 3. I}WENNSk?NS SHOWN BEYOND THE TRENCH WIDTH ARE, ABSOLUTE MINIMUM, If iE TMACH WITH is lA.ROER VRIN7 CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORD1,4 Y. fC�SS ANil`.iI4'IN1_.®I3E.w�AV? TTg, W-30' SLOPED AREA —' l'--0" MAX PRECAST CONCRETE MANHOLE BASES S:IALL BE FABRICATED iN ACCORDANCE WITH PART N", SEY aOl`I G OF THESE SPEt ICATIONS, r� o SET SA :E ' fP E;FIS:T1FIG SANITARY COCND=vNaC�IJ`at. i O13kCTC�,A:S � �`�'~��--� ��` . 3�"�_.-.._. ON T SEvuFF.' (ari'E Xt DO HOLI-SE OPEININO SHALL ': , I ' MIN, 12" UL.P'-IRATNCL': -- BE PREFORMED BY . BETWEEN EXISTING PIPE MA UFAC P IPER OR >•s � AND 3' 01,IE BEDDING 'A SACUT TO TAT PIPE� �. .�� , OU-P30E DIAMATER � � APLUS 611". r ysw �r TMIGr1 `di7flT No, 68 STONE BEQD016 HllwJ"j~ SOLID COGI'-P£TI_' 8LSl"ar.K R BEACH') DOGHOUSE MANHOLE BASE NA}�L (4 EACH) ALL t llf tl i:iCiVil y,cl......111111 FIitYca={{iF SYi /i 14'1.1 i.41111'tlltt lttt tat?Sf `x dt ttdl 111F111111...... l l its+ t .... ii ilid FILL DG}d.l-"!L)USE OPENNH MANI O E ABOVE HAS SHALL- AdCJPEXISTING PIPE , F CON 6WI L1T) WIIH 3,000 PSI (rd 'LTES, ON FIC,43 ,E S ,-.A 0"' .r, r' GROk)7 ALLOW ,:I CRIF TE i �y r A � EXISFINNt. PIPEWITH 1 TO FLOW A MIN, I" Q BEYOND BASEr dx i � N CST kFN r n ;F yT MATE.PtA i,. ?t iif >f:TIJf�E` s I r k r rr t \ BEFORF f Hi LING !HE OPENING i n k / NEOPRENE SEC'FaRED 81 '4' NON - EACH . •"� > I `�9LTe A11 f>f-F�11P10 12 Nflli. CA$T--IN PLACE j� 3,000 PSI CONCRETE BASE FOUNDATION SECTION 'VIEW I titlt i i. I{1 r.aillfll {li lltl llx, EE a" .......'tlllil IdOY vi VltflriAl f)1Y ivY1 II I ... tF{AAilt it YX11li II€D3L: 1 (, lDNlSTi- (.lC'r A I (JIiH'.4ED INVERT FROM NEW `.SEWER LINE .TO ALLO'W I-L[TW ,Ei) THE L �I`STit ` FIRE. '. FOUR A HEL.E TO °,TIE DOWER HALF 017 THE EXISTING PII�F. >. CUT ��I" D REMOVE THE TIOP HALF OF EXISTkNIG PIPE TO WITHIN 6,: OFT'HE MANHOLE: WALLS AF TER THE iPJVE.RT AND SHELF I -IA ' Bt.—N F)FRIED, AND NATAL MI -I HAS BEEN FULL) TE TT'-D IN ACCORDANCE WITH TI'-lESC SPECIFICATIONS, ( y�sr `C�..�sii -i ON IN.T,S FIG'. S--1 -p l FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON --PAVED AREA 2'_V' RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE " SECTIONS WITH "0" RING SEALS lkOR APPROVES} EQUAL 3'-O" MIN THE DRCP CONNECTION SHALE. BE DUCTILE IRON PIPE (GLASS 50) 5° BAGKFILLED IN 6„ LAYERS AND COMPACTED BY HAND TAMPERS OR 12°' MIN ` """"' BACKFTE.LED NTH, SELF —COMPACTING 16" MAX STONE. �n 12"MIN 12"IrSIN .'a MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIE +^ OUTLET SHALT. BE 0.20 FEET " A FILLETED INVERT FOR A SMOOTH ° TRANSITION OF FLOW BETWEEN ' INLET & OULET PIPE SHALL BE a• a : / 1s PROVIDED. A d?' 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN, 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICXNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL 8E SPECIFICALLY DETERMINED B'Y THE CONSULTANT FOR THE SOIL COND11ONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON --EXTENDED BASES. 3, ALL JOINTS, LiFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, 4, SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S—I—C TD-28 ir�` f 51 CONCRETE 4" THICK CONCRETE SIDEWALK BOTTOM (FOLLOW ' 1 SIDEWALK DETAIL FLUME W / STEEL PLATE A No Scale Tip--22 aT 1 �I. m -- �� J� S ff 300. N31'a' i`a TYPICk SECTION CNMENSICN'5 WAY VARY WITH IA h3UFRCTU&REP°5, UESIGNN) 106.0°J WP-2 FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA --,R' r STREET SURFACE OR NCN-PA4'ED AREA V-D" MAX RUBBER COATED STEEL 5> 0 MIN STEMS CAST IN PLACE PRECAST REINFORCED " CONCRETE SECTIONS 12 MIN „O„ RING SEALS A 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" } FROM INLET TO OUTLET SHALL BE 0.2.0 FEET, a VARIES DEPTH OF FLOW FILLETS CHANNEL TO BEFILLETS 3,/1' DIAMETER OFKK CONTRiBUTING a SEVIER. A FILLETED INVERT OR A SMOOTH � `� : � ° • IF 1 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN, 6" BEDDING NOTE W NO. 68 STONE t. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL. DETERM NE WHETHER MANHOLES SHALL HAVE EXTENDED OR N°ONI --E XTENDED BASES, �. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE E G TI O I°NJ SHOWING BRANCH TIE-IN NO, 6 GALVANiZED STF L STEP k MINIM41M 4F 3" £NFULDML`{T A_J,` IPNUM STEP `JANDARD STEP VNRGIS'NIA D�PARTMfNT OF TFANSPORTAT'€GN N.T.S FIG, S-1—A TD--25 I4r 6RAIDE F>Fi, REiNi"ORCINC ROD ENCA�Eb iN A rORRP,S:a1:DN RESISTPAT RUBBER OR QT" MATERIAL APPRF'VEp PY THE EIVVHEER- IDIMDISIQN MAY b'APY WITH NJRvrAC:TURF, WS DESIGN) Ct?RRQ`Qlll FF,5157A14, M.1 E�4AL # 4 FaFINFORCINQ ROD L SECTION PNCLTFS, STEPS WILL DE REQUIlRED IN ALL STRUCTURES WITH A DEPTH OF 4`0 FAR GREATER IUNLL55 OTHtEW15E, NUTEG QA FHIE, PL04 . ALL STEPS SHALL PROTRUDE 41.4" FROM INSIDE FACE 'OF STRUCTURE WALL. VAXIMUI.I STEP SPACING TO BE 16" C C STEPS $HALL 4WT4,STAtN(} A M1NII4U.i FCtRCE OF 300 FQVF >.$ WHEh"i EXTENDED 4"f2` FROM TH1E FAQE Of THE SUPPQ�RT. STEPS ARE TO HE VERTIGAL.Lt :ALIGN€D AND U?NFORMAL.Y SPACED FOR THE ENTIR€ DEPTH OF ANY STRIUDTURF, IN PR80AST UN T5 STEPS MAY PC CAST 'N PLAa.E, P,<tOR7`. ED INTO H N`' E� R'REa'' !U£i U'Y THE F € RI PT4P, OF; DIIIYEIN 52EPS DIFfERING IN D0AEN51QNS, CONNOURATON, OR NATERIALS FROM THQSF SHOWN! ISAY ALSO '_1F Vp ED PROVIGFU THE"r itEET THE MINIMUM REQUIREMEPIT'S SHOWN HEREON NND THE CCNiTAACI'OR HAS FURNISHLU THE ENCiN€ER WITH GF'T.AIL� 94D CERT€FIEr) TEST REPORTS OF THE PROPOSED SUSSTIRUT`� AND HAS RECEIVf,D WPITTDI AP'PROV ,,, FROM THE ENGINFEvR F O TH LASE OF SUCH, 'STEPS. ALL STEPS INSTALLED SKA 1 UE PROV+IDErJ WITH SLIP,RESISTANt SURFACES SUCH AS BUT NO T LIVITED 40. CORRUGATED KNURLED, CR DIMPLED SURFACES, :ALUN1xINUM STEFS SHALL BE FABRICATED IN, >�f ORGAN>:E ''1011H ASTM 8221, ALLOY 60,45"T5. THAT PORTION OF THE STEP ENCASED IN MASONRY :'HALL 5E UNIFORMLY f OAJU 9 WITH A SITUMIMOUS, EDLVENT TYPE, ASESES10S FILLET) ALUMINUM P!Ch4EN17EL"t COATDNC CONFORVIRC TO F'EDFRA1 sf'EciFII�ATICA"{ 'TR:-�-6�aU@.a.. '��' °' _ r•'� EDr'E orEi15ING PAVL'NEHT I t (AS UETEF'WNFU IN FIELD( TAf'K CQAT THE PROPOSE( r }t,. C.af'-I.`SIRUJ'JWN JOINT { EXISTING AsSPHi'AL'l' LAYERS ',/,.,.� f��''�N PROPOSED ASPHALT L A't'ERS EXISTINIG. SUBBASE PROPOSEil SUBBASE --- - m- - m- -n-'S- raN,dlpCTET SUkRrbEa CONSTRUCTION JOINT DETAIL 'REMOVE EXIS-€NG ASPHALT LAVERS TO EXI7THF, S'UBBASF. AND REPLACE WITH PROPOSED ASPHALT INIDEPhNa' LA.Y'ER.i PROPOSED Nl!NWUU 1 V2 INCH THtCh ASPHALT SUi=FAr-E COURSE (SEE NC)TE 81 +L MINIMUM I? IBNCHE5, 0P CREATE? AS NECc 55ARV TQ AU,iT TFHE FULL -TH:CKNEd .55 OF EXI5T1NG ASPHALT LA"=ER5 AS DETFRNNUIED BY CORES (5EE €VIOT€ ;) NOTE ;_ i. AePH&T PA'M€MENT WIIDENII'NCi SHALL HAVE A. PAVEMENT DFSI'P.H IN ACCORDANCE WITH CURRENT YDOT PPOCENCURES AND BE hPFROVED BY THE. ENrWEER_ 2. HE PAVEMENT DESICH Fdtr!P ASPHALT PA.VEaAENT W6DENFUR C "SHALL MEET OP EXC;EE0 THE DEP)`HS AND TYPES OF' THE t1'1`E°t25 Or EXISTSf4G F'JL'sENIFP47' f S L. :s5"fl A,fidU PR4PHJ5 D PAN' NvtENT aHA BG. AT7L�RL.S_i:Q° iN TE T'AYEkriLSsT G..alfi�fd� �Jk3SUIRFA..E i2RPIt'{kGL tJh TIDE EA awG E E LL 3, A MIINiNfUM OF THREE CORES SHALL BE TWEN AONG THE CENTER OF THE, ,ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND IIACKNE SS OF EXISTRO, PAVEMENT LAYER:E. THESE CORES" SHALL RE SPACED NFL MOIRE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL L,Ck1E SHALL BE JAILLED A fAINNVAUM `IEPTH OF, 1 1J2 IsN, HLS a` REPLACED WITH AN ASPHALT 'SUE FACE COURSE TO iiATC N 7H? PROPOSC!b PAvITLI EiJT 'tWIDENINC; SURFACE COUPSE, UNLESS WAIVED BY THE ENCG FEir . 5. THL LNGINEEF MAY nQUIRE. THE MIL4.111C, DEPTH Qr fH14: FXl2 Itch PAVEMENT Tn UL AiUA)!J TLD T4 A+QIJIEYE AN ACCCPTPBLE� PAVLKNT �C1R®'Sa-$LQPL ANki EFFECTIVE 5URFA10E DRA)1NA'5E. 6. FX]ISTING P'A(VEMEAT MIARXINGS. AND MARV;ERS WITHIN THE F`ROjECI` 1_16EI'TS :SHhR L RE RESTORED aURJIFCT TO [HE .APPRUVA.L OF THE ENGINEER, 7. FINAL TFAk EftsaPAi A 4JT TcIrSHALL ODNFORM TO THE REcr]REaENTs OF SECTION 3.5 OF THE c PEUir1 kT€s �x,EWT THAT Aat_ JOINTS s AT TIE-iav LC ,ATIGNS S.HN L FEE TESTED USOX A 10 FOOT STAAIGHT'ELSOE ai"I AC.:�'.ORbt�,idGE WITH 7HE fiEC]U{F?Ei.1EitiT��. OF SE'OTIOINJ 3i5 OF TITS 5PPc-3 ic:ATI'0N;. VIDOT ROAD AND RRlDf:F STANDARDS ,"HEST I OF 1 I REVISION DATE !7�fl7 ASPHALT PAVLMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC °VITRU NIA DEPA.R IMEB'TT DF TRANS:PUrr"T,-T'AATICUN SI.-I #5 BARS 0 8" C-C TYP. .P A '� A 30" DIAMETER P .. P•�. du. `Ps. e• . c a ar "'II Fy. k•r.�+/ STRUCTURE SIZE AND WALL THICKNESS VARIIES .P c "P .P A* :. -CLASS A3 CONCRETE SECTION A -A NOTESE 1, THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIES IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES,AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET" THE SPACING OF ADJACENT SAFETY SLABS SHALT. BE B TO 12' WITH NO SAFETY SLAB LOCATED WITHIN.6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE, SAFETY SLABS SH&L NOT BE LOCATED BELOW ANY INLET PiPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE• 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE CTHER W I;tE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST-iN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI), REINFORCING STEEL TO BE IN ACCORDANCE WiTH AASHTO Mal, 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH iS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 3O" LONG). #5 BARS Q 8" C-C TYP. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS : #5 BARS Q 8" C-C TYP, TYPICAL PRECAST UNIT FE�M� ''��' TYPICAL CONCRETE SAREFERENCE FETY SLAB FOR DROP INLETS, spEATM FE ROAD AND BRAE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 HONE 106.14 VIRGINIA DEPARTWNT OF TRANSPORTATION SPECIFICATION REFFFFNCE 315 TEL RQAO 1L ANC i( RETAaIWIN� CiC }'q`°TIE' PfFE PICYtET ( ' Wr`,4.L DETAIL`S. ._... _ ._ a,CL ID PllCKET ' I t F.3NN Fr" 010 MAX, DIA: A .Q S'tLL SSr U TH I F ; ROUND ROD 4TYF.Y OR I ELEfTRGDE -ANCHOR AT 'S " O.C.RAL XPANSION JUINT5 4 iNTE rN r Xc EI G TYP,ET. .- B'CIGT$ ` 2" MIN, NF' (°-S' `" Oi3:? SCME[TINLT: 60 PIPE � � ,f �.-'� 12` RETXINO WALL R.ALS `2" MIN, NRF (2 375" U;U.I SCHEDULE 4O FIFE � WIN E iPAhNmt SHN XXi"IT- PF'4"ET5 T MN. NF{ i *I 4L" Q? 0,) aCHEDVLE 40 F'IF'E OR jjy" IAIN.SOLICI STEEL SMOOTH ROUND ROD � 3" MAX- HR-1 TYPE VPEDE`�TRIAN RAILING �—� ANCHOR BOLTS {FOR USE ALGNG SINTEWA'i,1K`5 AND RAMPS} i aE' RQA&Y4'P.r E''L.'t['ia '- 2" min. C+R rPlCAt1 'ECTit`m �ihICFEEE 4 P5 FOR DiSTANCE 70 1V2" UPS SCHEDULE 40 PIPc POSTS : 1'/2" Y�iil NT a RT 9 " LA.L :SCHEDULE F3ik PIPE:EEGE'NALK Gft ;i1fk EO RIPPeN FAIL ?` RAILS IIZa" MAIN, N?S (I DO" Cl_DA SCHEDULE 41) TRIPE USE PATH : GROUNDING ECT,RODF HR 14-1 TYPE I HANDRAIL 12" ` sr in WIN NOTES �{ FC€R USE PLCrdC STEPS) U 2/' aOLNG ROUND t I, T±tE `�'ONTRATOR SHALL $WONT@T NRA'1'±'9NG": DETNLW,C ALL S 1Ct,I H Tit Url� CLT ASPEOTS OF FAE3tRICATIONN AND INSTALLATION OF RNL41G. INCLUDUG CONCRETE FOUNDATIONS FOR APPROVAL Et THZCOJwKETE FOOTING ~ R PRIOR TO IrsTw LATI swQw RAalacs SHALL ENFu BASED ONGRIPPINGRAIL DETAIL ENE s '°-ANCHQ2 BOLTS BE SIGN€U 4 SEALED BY A. PROFFESSIGNAL ENGINEER. SOIL G'G"�`4UIT€CJI15_ - (FOR IVSI AL4TNG $QE4YALX5 ATND' RAMPS) HOLDIA0 A V'AL.IO' LIG'ENSE TO PRACTICE ENGINiEERIIuc R4 AIIN, GRIPPING (RAIL SHALL CL INaTALLLD WHEI't THE 4f 'VIRCINIP. THE SIT€Yi&K OR RAMP GRAPES ARE E(TUAL 2. Ati_L P,AI[IN'G COMPONENTS AND FASTENERS SHALL Fes€ QALWANEZED IN EARTH FOUNDATION hi DETAIL LO ILGREATER ITHAN aA c T s TcaR s N,. ACCORDANCE E rirn CURRENT o u RFACE yea IIFri TrAND I N . &FOR U'if WITH T PE if& 111RAiLINGST THE RAILIND. DIRANA:;C irOLEs f1}R Cd'V'AINIZIBa SHA t BF INC1,UD'EQ IN TRfE 5HOR ORAWING5, 3, ALL FAS EtNEIRS SHALL LSE IN A-CCONF:'TANC,E As?H ASTM A307, AST14 A563, AND ASIM F844. ALL ANCHOR BOLTS SHALL BE ini ? 10" - i t AA. 15'-4" ' I SEE ROAD FL NN5 - ACCORDANCE 'mTH A&GHT0 M314„ GRAL?E 3£» 411411 O.C`.. YI. BF,,S PIPE Pi1^yFT _411 F A. QHLN�'N 1, ,M HPR .aY=TFA.M FRO. VGOT'a :APT' UVED MATEIRIP4 ]�� FOR i2tT.AItdi INS li S 5d:1 4" jj WALL I a`"T MAY 3E Gi_EO 14'N LIEU IJI CAUL' IN PLACE ATdC✓HURS AND SHALL S01_0 PICKET AY4LL GFTiafl 5. . P A 6 FIE IhdCL€9CIEC9 aN THE SHOP DRAWINGS, `, F°C5TS SHALL BE NXIE1REfD TQ MATCH Cf1,,AV PF RkiIPS, a10EFtf_ 5, AND STEPS_ O HANDRAiLS SHALL MATCH GRADE OF RAMPS G*EWALI'S AND STEPS, I T 9 III I 1 I k P, I ¢I 7, .AIL POTS AND PICKETS SHALL RE SET PLUUR, In 8. RAILINC;S SHALL BE IGROUNDED -AND EFFECTIVELY BQNMi [L Its I I I I � N Aa'RiwlUN4lhNG M8ri,4TER1,415 h'+dSTALLHTIDI<! TO IRE IN€ ACCORDANCE I 4YdT'H ST'TT, FE-6. I I I I I II I It I 1 S. C?MdERf€ALLY. AVATLABLE RAILING I G �.YSg£N5 AAf BE USED IN LIEU E1t CE5I iNG ZTCP1t3RICN`IC� THE RATLNG. aJt7t:.UME3vTeZ110N FROM tV"C,,rR THE Mk4UFACTUFiCR VCRIFYtfZ THAT f'ROJFT CT RCipUNRFSfCNN7S ARE TRAIL L';RF`ti345k"'N > INI S Ai_. 11a-I n+`'� t HJLkTS `Alt tVIT'Hi THI RANLIITG SY571r,M SHAL.I_ DI SE%BM TT;ED W171 k Ta-IE: INTsT "JxAS Nr1T EXQLEUGNG T M <• IN' BIALLATIQN ORAWI14i3a N40 APPRtOVLO DI° THE E,NGfMEER IN 34 FEFT. 4CGLIR[7.d;NUE YtITIi, NOTE -1: POSTS< <" MIN, NPS t2 ;375" .0ZJ SOE"EGULE 80 PIPE 10. HA4aaDRNL TO HE IN ACCORDANCE WITH THE LATEST EDITION OF' ftETAialNp WALL RAN 2" MIN, N`IP3 12,J75" Q7D, :iCKEDULE" 40 PIPE � THE VIES{,NIA IJNa1FORM STATEWIDE RWLGIN,a CODE. N CXPANSIO JOINT-PICKETr " i I N. PIPS (1,051 GJ D_) SCREDUL€ 40 PIPE II THIS H RXIL IS TO BE USED ONLY AS .4 PROTECTION FOR. 01 ,r"I! NIIN StiLE© STEEL SMOOTH R13U ND Rt"a GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED ON ANY L L-'ATION H€ I TYPE EE1B1CYCLE FAILING ELECTRODE WHERE it FR`�TECTWH STT94DARD (WANY A��RRAL'SH IMPACT, tFDR USE .ALQNG SHARED USE PATHS 8E USED. SPSCIF'ICAHON A. COPY CIE THE ORIGINAL SEALED AND SIGNED €}RAWIOCI )$ ON :FILL IN THE &ENIRAL 'OFFICE. XVD {7 REFERENCF STANDARD ANDR AIL ROAD aNTD BRIDGE sTnNDTu;as 'OS METHOD OD OF LOCATING AND ERECTING REVISION DATE I SKEET 1 CIF i 2.38 504 VIRGIFNIIA DEPARTfMiENT OF TRMISPDRTA.TIONa 7111 SL7pOS �AT,TFS op ;3 t� 1, 6' 06/1 D/2019 Jimmy L. Taggart Lic. No. Ar 22841 �vAi e i �i i r CMIIIIIIIIII rl a NOTE- WHEN A PEDESTNiM4 hOCESS FICUTE GROSSFS A COMERCIAL ENTRANCE Tl-°E CROSS SLOPE SH&L BE 21 FOR A w0TH OF 5 TEE., ­x-STREET APPROACH S;JAE SURFAC;NC GENERAL NOTES To BE AS AS MAJHLINF ROADWAY (SEE NOTE 3; 35HOWN ON PCA145) r,, 1. WHIDN USED kN GJNJUN10!.1 WiTit CTNOSARO CG-3 -4- fAkbluG Te, BE Al OR CG-7� TtZ CORE) F;SF_ G,,14 TH,Z STkvDARD IS TO swmN ON R-ANSI 8t *-jL-Sltlb TO MAIrN THE QG__2 ljR, 4 6 C0NFIOIjRATI0N1_ E-00 F I I- I a ✓ Z. SEE SlAINDARD, CG-12 FOR "UPe RWF DESIGN TO BE WE I ALK UEr S D, W17H VIS STANCARD. I -WALK DID NOTE 5P OPTIONAL UIVA,�eEu SPACE :T w;Nit .fiit, PAvpAZNT SLAL-L 9L CONSITRIKTED -10 T4F ul FLOW LINE RiW Ltff M' SUIRGRADE SUN-BLL2ATION REOULRED FOR MANUM PAVEMENT 'WAf,H CAK� BE, I)NI771,D IN TK (n 4. RADIAL CURD OR COMONA710N CUPB AND GUTTER RN T SHALL NOT U CON'mTRJ00 OE'VOI0 THE P?W L�,NI_� N,D`NE_'N;DTM '15" 13' OF i�'; Wo VAII4046 RO#OWA( EXCEPT FOR REFLAGE1,0111 FURKASEs- snitr>wI4 ou ryF46,4. xcTION. A,.-.i PLAN VIEW ENTRANCE NOTES 5, WHEN THIE C3TR*ICF, FXDW CANXIDT AC-CAANCIOATE THIE, TURNIIV� K'QUIRERFNTS OF #VT0FATED HEAVV T�,UCK "A#1404E RO.A0SWAY . 1',�LOPE— TRAFs C, Tyre IDEPLH FOR SIOEW&K & (A)RD RAMPS WHIN� TWE LUMITS Nr Tmc pkist,66u) BE fllICREKaErD TO 7`� iSU CC-132 PL,414 AkE TO WkICTJ VSNSTfW.I,.71ON Cf A rLCIW E0,*C Of PAVLHENT QR GRADY CHIACE CWDON& FLOW LINE _L0.4 P ) ADALf '4SITINF IS RF.C..HUIRED Tf PC DMININACE ACROSS 7d THE FIfFIRANCEt IA ;;Fk �40 TE .4% MAX, D. _V. IHL DE'_4FAHLE A14D MlAXJWJl',A EWRANCE GRAlrr� CHArV.-*ES "rt- 'D" AR:E LISTE,0, IN THE ALLOWABLE MVITR*41Z CITE TAFILF. THF-rRX, VA-IJIFF, Ikff N�)T APPLN-AhS(,f T(.) STAFFT AD comfe; I IONS. IT INTERSECTION NOTES 9, WHEN I-, USED F04 SlRftt CEI4tIEC11ONS, SHE kkSH 0 POI.ICY AND INC WPUC�ILE REQUIREWNTS CONSIRLICT QRK,E -HANGF3 WITH A RMABOLiC VF. COHN�CTK)h MU5T DE OESIO�NCT?% k'l ACCORDM-CE W17H OF fHE VOOT KAT) DE,�iGIl M4UPL AlIO'LlUtYlKO 3rDppq•K� SECTfCN A A SH"WT DISTANCE` AND H VALUE REbD!Ri_u1NT5 TlPTI!Y41T. PLO*LINt MAT RE(;UIlR( WARPfhly OF A. 4 PCIPUGN CW GUTTEP 1-1 PRWI)DC Prj',ITlVE DRAPIACE ACROSS TH[_ ,?iTERSCCT.jOtj. IT-T ALLOWABLE ENTRANCE GRADE CHANCES ALI E, C MR4 C L A'33 AZ, vM11MIE f,K ESPABI-L AAXI lw ti K CH _wvizlHoh T"T50 wD I ox 1 4FO11.a'MIJ-1515-411730 Vp0 SECTION C-C LCw 1 LESS THANI !IA0 VPLs 9; 6 I'40flE- ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPI.ICABLE TO 'ZTREE'T C-0,41NECTLIC INS SPEOFICATION RLFEF-FN'-,'E METHOD OF TREATMENT NVID= ROAD ArO DPODOC STAND,*IDS 502 (CONNECTION FOR STREET` INTERSECTIONS, AND COMMERCIAL ENTRANCES; RIEV1540N DATE VIRO.NiIA DIEFORTMENT OF TT ANSPOPTATION 07i15 1 2*)3.04 GR-2,2A x 27y4" MIN - 28Y4" MAX RAIL HEIGHT J_ x GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION 3' NOTES: GUARDRAIL LOCATIONS SiOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTIDN IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND 01-OCKOUTS SEE SHEET NO, 501.05 FOR DETAILS OF RAIL. ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATEC HARDWARE SEE, SHEET NjS. 501.01 AND 501,02- RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SE1 PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN I/a` PER FOOT FROM VERTICAL. W-BEAM, BLOCKC,UTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS, ALL GR-2 AND GR-2A RAIL SHALL BE MANTANED AT A HEIGHT OF 27Y," MIN - 28Y,"MAX As MEASURED PER STANDARD DR -INS. ALL W-DEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY, THE OPTIONAL GR-2A METHODS OF NFSTINQ THE RAIL OR USE OF AN ADDITIONAL RAIL DN T14E BACK OF THE POST FOR STANDARD DR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, 3` 1'/. 3 1'/ 3, 1/- X� GR-2A ,3'-1'1?" POST SPACING) MAX DYNAMIC DEFLECTION 2' x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING 4DDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL 13 PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 5`3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LANE MPH SHY LINE L S FLARE RATE FLARE RATE 70 91 300 15:1 * 60 81 14:1 * so 5.51 21:1 111:1 + 40 51 16:1 B:I TO 4' 13; 1 7:1 -x SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS, Xvc)OT A COPY OF THE ORIGINAL SEALED AND SIGNED DRXNRNC IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION -ROAD ANC BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET 1 0- 2 REVISION DATE (STRONG POST SYSTEM) 221 1 501.04 1 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 1 GR-2, 2A WASHER -q—r %"x!8' BOLT Y4" HOLE HOLE — & NUT 5"x 8'xl'-2" TREATED < I-OLE -1 PINE BLOCK OR -1 RECYCLED MATERIAL, Y4 IREATEO RIAL BLOCK OR RECYCLED GALV. STEEL 101) q MATERINL COMMON NAIL SEE NOTE S- uj 6" WIDE BLOCKOUT ro,,R USE AHEN REPAIRING DAMAGED GUARDRAIL CONTANING STEEL BLOCKOUTS, TREATED PINE BLOCK BLOCKOUT FOR MAINTENANCE HRI ED SQUIEA HERN PINE— _1� 41 REPAIR ONLY 3/4 HOLE - LESS THAN T-D" 6x8 WOOD POST L4"x 8",K1'-2" TREATED PINE BLOOK. STRONG POST THE CRT POST 15 FOR USE WITH THE 4 " WIDE BLOCKOUT 81-01, POST GUARDRAIL REQUIRED STANDARD GR'10 TYPE HOR WHERE SPECIFIED BY THE ENGINEER IN THE DETAIL A�---/ Y4" CIA POST MAY BE HOT ROLLED OR WELDED. HOLE 14 HOLES GUARDRAIL INSTALLATION SITES REQUIRING LONGER GUARDRAIL POSTS NOII`FS: < II D' BOLT II TREATED PINE NUT uj 1, ALL 831,TS, NUTS, WASHERS, AND OTHER BLOCK OR c STEEL ITEMS ARE TO BE GALVANIZED. t'l F17— RECYCLED MATERIAL uj 2. ALTERNA7,E TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH W6x8.5 OR z THE RESTRICTON THAT THE SAME TYPE OF POST AND BLOCKOUT MUST 13C USED IN ANY SINGLE RUN OF GUARDRAIL. OPTIONA_ HOLE 9 TO FACI-ITATE 1 FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 "A_31/�L'* DIA, HOLES GALVAN0NG - f AND 501.02, 4, DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 18 BOLT HOLES IN POSTS IS INSTALLED w. AND TO DEBRACKET$ Yj" DI/k CRT POST STEEL POST SPECIFICATiON A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. -kVDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2_ 1 221 5 50S VIRGINA DE'ARTMENT OF TRANSPORTATION 08/14 5c1,D5 2016 ROAD & BRIDGE STANDARDS PAY LIMRS SID WHERE DOLOLC I PAY LIMITS 5 T'D, GF-6- RAI�L. IS MULTIPLY LENICTH BY 2- REQUIRED 75'•0­ tqNiMUM TO THE HV.7ARD BEND LOWER, W+FAM RAIL BEHIND PQST AND UR �V_Y�F�LL LIFE,94' ATIACH WITH GkTARORAILL FLARE RAIL Ix 12,5 GR FLATTER TO DITC9 LIME 9'-0" MAX MAX i C-I-c Vl ;4 -R N L LAPS IN WRECTIQU TOE OF DITCH XOF ADJACENI TRAFFIC FOR SLOPE m 12,5 OR, FLA77ER TO *CH LINZ RUN-ON AND RUN-OFF 2-6" WA, EQQE DF 04RADED $HQULDER 'E OF SHOULDER EDGE OF TRAVEL LANE­r EDGE OF TRAVEL L" --/ TRAFFIC SEE END PLAN fiNCHLOR,kcE Q W-BEAM RAIL HEIGHT CONSIAAT RELATIVE TO RDADWAY SEE NOTES 3- pl, 4 DETAIL P OR 5REET 59CTO PROFILE GRADE - SEE NC )TF5 1, 2 � 4 ­�t-77_7- Z11, �_� -P - I 1 4 RELATIVE TO III It If 12 _OADWAY 'EURFACE L FOR CR-b INSTALL- 77 L (�a 47? I 111 151 -1 POST 11-cAll MIN. A-.@cJ 8--J\--8EE NOTE 2 C-1-3 ll� LCIW FlNjSllED GRA ELEVATION NOTES. DITCH SLOPE FEE! rWD ANCHCRA>r 1, A SECOND RAIL IS REWD. WHERE THE DISiIANCE HEIWEEN ()ETAI[ A $*<CT *C)I-IO THE CROUND 410 BOTTOM OF THE TOP BAIL EXClFD.� ig" {UP TO THE POINT Wj-trRE 7HRAIL CR03SES THE PITCH (LINE) THE DPJBLE FAIII. WILL E�TEND TQ RQr5l 2. mmimum D.STANCE 6ETWELN DOTICm tr THE LOWCR _;IT-ANDARP, As C-vARDRAL CROSIES W-aLAM RAN, AND QRrQW LINE iS III", IVMN QIQVIBL� 6X9,XlV' LC. — w5XI-5 111FEL OR DLTCi,.DSTAiNCE FROM RAJL 15 REOD TAPER BOTH W-BEAiM RAILS TO MAI&I7AIN OLOCROUT 8X5 WOODPF)5T JQFI OF UVARDRAL TO THE 18" DISTN4CE FRUV, THE GROUND. T,Q­ ATTAPH LOWC11 UOTTOIA OF UIJC 3, BOTH W-BEAM RAILS TO DE 1-0" BELOW FINSHED GRADE AT ­9 W-p�Aw kAL TO NEVER EXCEED 45 POST 41 �W-U" OFF 5ETT)_ j\- Fd��5_L IV UC Ll BETW' 4, A 11"U" LQNC- POST MJST 13E U5ED WHEN UFFER AND, -T � EN LOWED VO�TIEAM RAILS ARE REOURED. FFON THE RAILS; --I -ATrACH LOIWER — BLECINNIFIC OF THE LOWER FAIL THROUCH POST 03- W-QEq•jr .RAIL TQ f [14 V UA�K DF POST "TA!,IPARD QR-�, TERMNAk, TREATMENT UNY' BE USED AT W �T THE RUN-ON EhD Of DIVIDED tllrHWAYS (LEFT AND P10HT Iff/ Y&" BOLT OF TRArFIC) AND AT THE RUN-ON AND RUN-OFF ENDS Cli,t sa UNLAVIDED HIGHWANS� T­ J 18" MAX. I �,j 6 ALL PQ��T ',jPKIW4_ LNLE!�5 0 T MAT BE Wt-, A �`I,5 2TF qI THE P95 ­'L OR 6 X U 'NO" EA�:EFT FLATTERi -ATTEP I THE LAST 3 TERMINAL P0513 911-51 BE W5 X L45 STEEL. T� SHOULDER SHQULDL R 7. FOR SECTIONS rj-'D k r-F, ANII EFF) ANCNORACE DETA18 I KE SHEET %11119- _1 117 ALL TERWINAL 91JR-0h QR PUN -OFF JRI%TXLAPCNS SHALL EIE FOE OF DITCH ,NSTAL,LFD WITV RAIDS LAPPED, IN THE DIPEc'TON OF ADJArDAT L PER, T HE Af - BEAM MAY SECTION A -A ZWSLOPC IS RCCK 94D 111OR STEFL 9 IF TLIE BA EJE ANCHORED PER 30LID POOH CUT NSTALL.4T,(,N (DETAIL FS. SECTION Br -El SECTION C-C SPECiFfrATION A COPY OF 'THE IORIGPNPk SEALED AND SIGNED DRAWING 13 ON FILE IN THE CENTRAL 0IFFIrE, _\VE)CDT REFERENCE TERMINAL TREATMENT FOR W-BEAM GUARDRAIL ROAD AND DRIDOE STANDORDS 121 REVISJIUN DATE SHEET I OF 2 505 VIRG441A DLPARTMENI' CIF 7/12 P� W6'5�;43.5 X LV-0' LC. STEEL PQ'ZT 3-#:5 Bm, HOOPS SEE NOTE 1 X 8,5 X 6!-0` SEE NOTE 1 0" X "3 Z� LG. STEEL 1`051 $Cr ANCHOR hf-,SF4EL)' PR V DIA HOLITS' DETNL- T, INA HOLES W-BEAM R11D I i DRILLED 'THRU DRILI.ED ITHRIJ ATTACTIED TO DRILL HOLrr, WBEAN AND 1, /,,, PLATE SLATE W17H AT7rAOHEE) TO 7/p" A 2" LU. DRILL PQzT FL A11,19E, PLATE WITH GRILL HQI_E, HEY BOLT, SEE NOTE I X Z` LG, 77 IN POST FLANGE, W-BEAM......TERMINPL so� WASH. HEW, UQ0, SL' AOTL I NU T SQ WASHER4..- RAO HUT V BAR Lar— DIA "OLE 30" X 1�3­ ORILLED, THRu SEE NOTE I W-6EAM AND C', I- I" DIIA HOLE I PO. FLANGE QRILLCD TKRU` 3-#3 BARS ATTACH TO P'LATL VI-81ALI AMD I w,i%,, x ') " Lc' Lvz. PLATL " POL51 FLAINIGE. HEX 801-i" SO SEE DETAIL D ATTACH -10 PLATE +_L DE TAIL C END ANCHORAGE (CONCRE7E) WASH. R NUT_ c DETAIL A HEK BOLT, 50. t DETAIL 6 END .ANLGHURA5E WASFt III NUT __j END ANCHOPA+,E (POST, lf, 4 SEE W REAM TrRMWAL CONNECTOR AS DETAIdLED _�2 2g UNI SHEET NCI, 5QI.02 - WASHER v", AKHLQR ROa' CUT TERMINAL CONNECTOR Ts (4 REQ'D,!I 4D. ;1 j SOLID THREADED ANCHOR B101-Ts Elfkf-k MCCHANK_'AL 09 SET IN EPDXY ADHESIVE (Ib," LENG, R HARD RQrK OR S'LENGTI _v, 0 vlaj I I'll FF)R SHALE OR OTHER SOFT ROE FORMATIOIN,�L. x WA'�HERT S O BEAST T DEVIL E DETAIL F PLTAILLD ON 5TPINDAR0 E 1 �,AS SQUARWHER SOLIO ROCK. CUT INSTALLATION CUARDR,41- HARCAWARE 6 X 8 X 14" i!ONG r f :,LOCK�;Ur I W6 x 8 9 SLOT BJC�L P6s-t RECTANGULAR HOLE IS TO BE OR 6 X 8 EEL - POST 2- DRILL OvLl IF PLATE PROVIDED THROUGH THE PAvEB WDUDPOST ' IS LOLTED TO POST- NICH F01i PLACEMENT OF GUARUIRAJL SEE NOTE I POS4, METER PAST iNS-RALLATION HOLE IS TO BE FILLED WIT4 MORTAR GROUT 2 DE T AIL 1) AT THE SAME THCXNESS AS THP -F THI-'K SltEl,, PLATE PAVED DITCH,---\ _F DET,41. A N07E; ATTACH LOVEP I /2" STEEL PLATE MAY RE WELDED OR RGILTED W-PEAM [a I I TO PO'5T_ IF PLATIE rlL 5OLTED Ti P05-1 USE 2 6' P057 WITH C3 4 - 5/a" X LID, HF�( HEAD 1301.7S W/ HEX' HE)< BOLT NUTS_ F FLAiF IS WELDED 10 Fosl' Do rojT I�MLL I'/* " HOLES IN PLATE OR IIN POST FLN-4,-,E& -/—Z: OR 2. CONCRETE Ertl ANCHORAC-E, WKY BE USED IN STEEPER I Ilk TDF PLWCF OF STEEL POST AT 6`0` DFFSET. I I I I I L_1:-T L I PAVED DITCH DETAIL SECTION D-D SEGTIGN E-E \VDC37 A COPY OF THE `)RJGIN& SDALtC, AVIC, SIGNED DRAWING 15 ON FILE IH TIT,. CENTRAL orncC_ 3P ECIf ICATIOR REFERENCE R{)AD AND BRIDGE STANDARDS TERMINAL TREATMENT FOR W-BEAM GUARDRAIL 221 SHEET 2 of Z REVISION DATE 501,10 7�12 YiR6grim TLEPPPImEN" Dr TkAN!,�PORTA16,m545 GH-How W BE AM BACK - UP PLATE FOIT KILT, ANf NUT P11 ' ICE EO[_T` WITH NOT-8 FIER JOINT t�Lvl jtv HOLF L*P III SlIRECTW4 IV TnArVIC DETAIL OF SPLICE JOINT �—T 7 )H el �5 L % -I I N C­ 2 _ r ptA_ /Is,, DEEP, RIECUS ONE n')Fl Yi6 x TELLIFI`K.'AL, SLOTTED HOLE I"- FOR SPLICE WILT-FOLL LEWTH THFIEADS LOTH SIDES L­ 21' t6rl SPLICE RJOLT-ruti, LFWitil THkr_AFY' ON Tv 51CD W IBEAMS, DETAIL, OF STANDARD WASHER L. 10" FOR STEEL POST eQl;­IVZ" IANs 1HI2EAK5 L- 18"' FOR WOOD ANG CONCIRETIE POST BOLT-2/z" MIN. TWXAOS L- 26" FOR IAA W(Y)ID OR 1;ONCRIITE POST-2" MIN, THqEAb'i? NOTE,; GETAIL OF BUTTON HEAD BOLT AND RECESS NUT ALL H*0wAPE rl-, TO Ot GALVA*= 11 AC,",,RDAt4rE *TIT 74kc. �-PECiris AT, i0r6 (GUARDRAIL BQLTI THE r3iu#,RDRNI_ 44D MEDIIAN WRIER COWONEriTs DEPI`lfo R4 ARIBA SULLrTIN INLIMOCR 2E88 MAY 8F 5U8:57iTUTEU IF INFERCHAVtGEABLE VVITH rHE SIAND*NX5 FOR GlUARGRA& IGRT OR MEDIAN HARRIER (ke) ARD APPPOWED BY THE Etr_IUFFR. SPECIFICATI&CIE4 \\/DOT STANDARD GUARDRAIL HARDWARE ROAD AND BRIDGE STANDARDS 2211 REVISION DATE 5HEUT I OF V[R8JNRA i�,E'PARTVEIIIT OF TRAII,4�4PORr'AIICN OR-LiDw rUEUIRAL ,XIS 1407c� LAP IN DIRECTION OF rRoric, AT SPLICE JOINIT, -9M REGI-D,�thMiYFOR USE IN "_7 %"X .1" SLOTS -A - I` HOLES KE) AND NHOLE ONLY Y41' X 2!/"2w!l POST BOLT RWU. TO MOUIPY SLOT 4OPTIONP0 CONNECTOR FOR USE IN CR-7. W BEAM TERMINAL CONNECTOR �—rPOST 1391,T WIF BOLT SLOT % " X T/a" — 1-11111i'llill In —VPT Br2OLT -SLOT x YiO W BEAM END SECTION (FLARED) 5" ll�� MIN, CT it + TEE rUARDRAL MEDIAN GARRIER COWOMENTS fi DEPICTED IN A.H-T.6-A, TECHNICAL BULLETIN NLWER 268B MAY BE SURS:TFTUTED IF ]MIFER 34 CHANOE#8LE WITH THE ST"APIDS FOR 5 GUARDRAIL (GR)OR MEDLAN BARRIER UIIIB)AND IPPROVED firTHE ENGINEER, 2 3Tj® 2, sIx 2'-O" APPROX LL SLOTTED HULES X IVa AWWO DVV�SIONS OF 12Ve'� 24" AND X` ACE SQOGESTEV� 5 ICE BOLT SLOT ST W BEAM ENO SECTION (BUFFER) W BEAM END SECTION (ROUNDED) XVD07- SPIECIFICATICH ROAD AND SRIUGE 5TANUARD'S STANDARD GUARDRAIL HARDWARE PFFIERFNI717 . .HOST Z QF 3 REV1510M oxrD W-SCAM GWARDRA& HARDWARE 221 VIRG�1N4A DEPARTMENT OF TRAN5FORTATJON 5os ­4 Fp 41 rpm 1 11 27 1/2" DIA 26 '1 /4" DIA 2 4 " DIA [fToeirrurn] 28 7116' DIA [722m,m] 345' D IA FRAME SECTnN ZAIDEIN SLOPE �4 R qAr?W ikf I ­­ � A. . 11 1 , " I " -1 k gt7 ACIGREGAIC', # OHIL.FT PIPE AnGRF4ATE OR GL AS$ pEF GRADATioN .2 (VI PIPE CZ01WILE ORAINA(X. rA&RIC FLAP 6" LINCIEF SOEWALK PD-rL) TIT7TORfIF SIFT coo, k4r) 613vlb WITH, NO eUrFER 5TRlP. 'TYPE Of PIPE rRVF�HNI-, sTRFNfTR W.T16" NOMINAL. DIAULFTFIR SMOOTH WALL PVC 0.15' ccpRif r,ATEO PE AASH10 M-252 NON -PERFORATED PIPE FOR USE UNDER' COMMERCIAL ENTRANCES AND FOR OUTLETS R�Akl'li _�Tr.451h___ TYPE I�If FIPL 0RUSHIINO STRENGTH DAW, TER $MG(17r4 WALL Pvc (4) 1" (25mrn) DIA HOLES ON 32 3/4- (834mm) DIA BOLT CIRCLE. r 2' (51-mm) LETTERS (RECESSED FLUSH) F. '7 [25mm! (2) CLOSE7, MKHOLES 1 1/2" j L L s, CORED V�A BOSS rn ry I 7 [177agnaill " I 26DIA � 16. rlln'J /4' (C-qr-m) VIA 1/8 f NEOPRENE GASKET '77 5 /a," 2: it DIA 25" PrIA O,D(,'IF CASKET GROOVE SECT NOTES: L WhEll THE LOtOTUlDfINAL PIPE CO,"ECTS NIRECTLY 4,FF0 A 0RAINwu STRUCTI;E, (DROIP 6k4LET, UANOOLLE'L ECT.1, LJON-PERFORATED OUTIET PIFIES ARE W.)T REQLItRFD_ 2- INVERT ELEVATION AT OULLET ENID OF OUZILET PIPE TO BE A MLAIMUM OF L-O" AVOW E IlLl.,E;T FlFVA.TIQN OF RECF)WNIC PRAINACIE OR STRVCTLjRF_ 3, ALL fLLUQWS WYES ElCj WILLHIIN P?If LWTS FOR OUTLET PIPE ARE Tf) BE OF TFE GAME CRHH14d StREuGTH ks THE wao POE, 4, 60TIlET PtPt ARE TO BF 016-4`AWEO ON 2% MIN. bE'SR,LF) ORAOC, 5. -DU-LE T NPE TO BE QONNECTECI TO EW - 12 OR OTHIEF. DR,414ev;7 sA r0c rugr O� SIDEWALK WAXERI)SNIN IS TO BE ILSED WHEIN THE WILWALK LONG11,1DINAL GRAI)it'W IS 3% OR WORE MW WHEN THE, SOIL HAS 31, OR WCAE pAss*40 tte. NO, 200 S;EYE. HAS A PI OF_13 Oft tls`r, *40 Tr AREA los A H6JIDRY 0& SIQtWAL.K UNI,*kWNIfIC' 7, '40EWALK t*0LRDRA4N!3 St-40MO PC TiEU N40 li't V, ��RM SEVER $1VE-14 At K�W,Z 0� CITY DLOCK APMT. IW06D'PAIN RUNS MQ$1 NOT EXCEED tow Fat FN Ut�931H INIFF1,01il' DIRSCHARG,040 9430 THE STORM, DRw4 SV17EM a11R INTO AN r)PEH DRAIN 6WITKO) P-E LIIMfT'S OF A COVVERCIAL ENTRAMCF, NON -PERFORATED PPE �'!IALL BE LITILIZ�EID IN L`EU Of PERFORATED PIPE, UP 70 ELEIQW; PIPE Is FERFORATED 7:4 'ELSQWNE 45' ELBOW CONNECTION PAY LNIT5 FOR OUTLET RPE TO aEGIN WITH 45' ELBOW— RE OUTLET PIPE TRE14PH WITH FE ATE D cc"WMERCI& LINIVEROPIAM N UriPAY'Eb' SPACE PIPE —11, E1 IvENCH wI"T!__j PERFORATED A�XREQ. ATE P** ?t WALL THK,KNESS tNkNl - "r-IFIES A '4 TINET AS "I Y D- 24 12 AT 5% DUL C VNIDERDRAiN BETWEEN THE LIMT-S Or COMMERCIAL FNTIRNlCE CURB 11E*443 WLL BE NION-)"EWSATED PrIPE. VVDIF�CKRON RE F c R E H c F, Xvc)OT STANDARD SIDEWALK UNDERDRAN F�OAD V4D BRIDGE Sl*,k)AIP0S ViIRC,4A DEPARTMENT Of TRN6PORTATtON RE'flSKIN DATE I SHEL 'T I OF I ISId F. ,u 0 cm • I 20 43 U —0 0 > LL Ix -Z Ir Aft W.4 Ct t4 -_Jj Ir Aft at) 5;;� 4. Z cn CC %W. W LIJ C) ca r , t)"K 00 WON. -ft _j 04 (r CM zt 3 M 00) I CO Q0 er cf) L4 0 0 uj mil to Ira% —0 1 cy Z 14. M or- tu- 2i cp i _41 -ct '4t 'qr uj z 0 �I< g4�,,,rrR op Ir 06/10/2019 Jimmy L. Taggart Ulc. No. 22841 0 NAL p ^ > c) C\l < 2 w L_ w Ill < w 0 < CL LL U) 0c) z 0- < 0 0 LL < ci > Z� w z > SHEET: 9 OF 19