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APPROVED BLD BLD2023-1469+Plumbing_Plan+11.16.2023_12.00.46_PM+3904908 (2)u IL — 1 I I I II II L J �� � PLUMBING SCOPE OF WORK 0 o E HS �� P1 L1 L--__J PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL WATER USE ACCESSORIES/COMMENTS FS-1 8x8 FLOOR SINK WITH HALF -GRATE ZURN ZN1910 PIPE SIZE: 3" JAY R. SMITH 3415 DOME STRAINER: ALUMINUM HS-1 STAINLESS STEEL HAND SINK ADVANCE TABCO 7-PS-61 1.0 GPM FAUCET: INCLUDED WITH SINK NOTES: 1. PLUMBING CONTRACTOR SHALL PROVIDE GRID DRAIN P-TRAP AND VALVE STOPS FOR ALL SINKS & LAVS 2. PLUMBING CONTRACTOR SHALL SPECIFY COORDINATE WITH G.C. TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT 3. PLUMBING CONTRACTOR SHALL SPECIFY CONNECTION MATERIAL/TYPE WHEN ORDERING ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE �/ DEMO PLUMBING PLAN GRATE: HALF — NICKEL —BRONZE SEE NOTES 1, 2, & 3 TO ORDER PLUMBING FIXTURES, CONTACT HD SUPPLY: PHONE: (866) 310-3576 E—MAIL: MCDCOORD@HDSUPPLY.COM GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR ROUTING AND CONNECTION OF PLUMBING 2. REMOVE ALL UNUSED PLUMBING SUPPLY, WASTE, AND VENT PIPES. DO NOT ABANDON IN CEILING, WALLS, OR FLOOR. 3. PROVIDE THERMOSTATIC MIXING VALVE. WATTS MODEL MMV. TEMP SET TO 105°F, LISTING ASSE 1016. City Of Edmonds Building Department -------------- Work PLUMBING Address 21420 HIGHWAY 99 Owner MCDONALDS Approved Date ------ 2/ 04/2023------------------- Building Official Elrl,c/ Cal Permit Number BLD2023-1469 ------------------------------------------------- PLUMBING PLAN SCALE: 1 /4"=1 '-0" KEYED NOTES HREMOVE EXISTING PLUMBING FIXTURE AND PLUMBING CONNECTIONS. CUT AND CAP PLUMBING. P2 SAWCUT FLOOR AND PROVIDE FLOOR SINK, CONNECT 3"W AND 2"V. ROUTE INDIRECT WASTE LINES FROM EQUIPMENT TO FLOOR SINK. MODIFY PLUMBING AS NECESSARY TO ACCOMMODATE REMODEL. ❑PROVIDE NEW HAND SINK TO NEW LOCATION ON NEW WALL. EXTEND AND CONNECT EXISTING Y2"CW, P3 Y2"HW, 2"W, AND 1Y2"V TO HAND SINK. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS, LOCATIONS, AND ADA REQUIREMENTS. FIELD VERIFY EXACT POINTS OF CONNECTION. MODIFY PLUMBING AS NECESSARY TO ACCOMMODATE REMODEL. APPROVED BY J.K. FOR CROSS CONNECTION REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 (TiLu � J O F- Cl- � m W � C) U) H W co LLJ N Q � 00 O W Professional of Record: U z OD-7 aN O � d' V 0 O Z O z OU I --I ,62 z o i� i J IL W Oz O I- cy) p z C) ��z �cy) LLJ -4 o C\1 U �_LrJQ o ZO Z O 000❑a❑000 W A /V 00 F � yeti i O �• ❑ ❑ - ❑ ❑ °O °'•'•�Fc/STERF°•' •� �° o°°oFosS�ONAL E��oo°°o oo❑❑000 Seal 11 /10/23 0 J -a N i +' O O N Q 2!, p r 3 � •c aav v a LO o � v 0 0 -0� N C o 00 �+ a3NQ�m o oISM L_ .� �� O C O-LvtO vo�aL o 03L o0 ° O 0 L -+.c�0-v+� O p U 0 0 _ O ,A rto+, yvc 0. 0 r•, 0 0 r- 0 (D Or aco _ 0 0 U NL N U v V v C O ` c U a W N _ _ U0 N 0:2O 3 y 3 0 L 3 O `� .O •3 .-- ;Ll C ? w U N141 3 :3N U < N j U 0 o N aNi H a30 c4r-• (Q) LLI � m W N m \ U)Q w0 �(_0 o o v) w cr� o o o RE EIVE Nov16 2023 CI OF EDMONDS DEVEL PMENT SERVICES Qp DEPARTMENT N O 00 Q 0 0 0 N w z U) w w� Un o 0 U� o 0 LLI N oU� z �� 0 v <z0 z o � o� LL'c� z oQ o U :5 W W o o cn 0 v 0 0 z r) w 1 w 00 PLUMBING PLAN GENERAL PLUMBING NOTES GENERAL: 5. THE GREASE INTERCEPTOR SHALL BE VENTED IN ACCORDANCE WITH THE 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES LOCAL CODE OR THE MANUFACTURER'S REQUIREMENTS. AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 6. ACCESS TO THE GREASE INTERCEPTOR SHALL BE PROVIDED WITH TWO (2) 2. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. 24-IN. MANHOLES. ALL SURFACE WATER MUST DRAIN AWAY FROM MANHOLES. 3. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR 7. PIPING INLET AND OUTLET SIDES SHALL BE CLEARLY LABELED ON THE TOP TO INSTALLATION. ALL ROUGH -IN LOCATIONS SHALL BE COORDINATED WITH OF THE GREASE INTERCEPTOR TO INSURE PROPER INSTALLATION. THE MANUFACTURER'S SUBMITTAL INFORMATION. DOMESTIC SUPPLY SYSTEMS: 4. ALL DIMENSIONAL INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE): 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. A. UNDERGROUND PIPE IS TO FOUNDATION FROM THE EXITING SANITARY PIPE. WHERE A 5 FT. SEPARATION IS NOT B. OVERHEAD PIPE IS TO FINISHED WALL POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM C. ELEVATIONS ARE TO FINISHED FLOOR OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. 5. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE 2. ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61, SHALL BE WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN TYPE K COPPER TUBING OR COPPER PIPE, POLYETHYLENE (PE) OR CPVC. THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR IF CPVC IS USED, FOAM INSULATION SHALL BE INSTALLED AT ALL CHANGES N NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT OF DIRECTION TO ACCOUNT FOR EXPANSION AND CONTRACTION. THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE 3. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 45 AND 55 PSI ENGINEER -OF -RECORD. STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PSI STATIC, AN APPROVED WATER -PRESSURE REDUCING VALVE WITH STRAINER CONFORMING 6. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS BELOW 45 PSI STATIC, A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED. 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING IAND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. IF THE RESTAURANT HAS A COMBINED WATER AND FIRE SPRINKLER SERVICE, THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. 8. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT OF EITHER THE PIPING, THE BUILDING OR ADJACENT WALKS, PLANTERS, ETC., MAY OCCUR, THE CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB 5. PROVIDE A MINIMUM %2" ANNULAR CLEARANCE AROUND ALL PIPE SLAB STAINLESS STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT. PENETRATIONS. 9. ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT 6. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE HEAT LOSS AND SEEPAGE. INSTALLED AT THE INCOMING SERVICE WHERE REQUIRED BY CODE. 10. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE 7. AN EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER LINE INLET HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR TO THE WATER HEATER. SEE EXPANSION TANK SCHEDULE. EQUAL. 8. ALL WATER SUPPLY PIPE WITHIN 5 FT. OF THE BUILDING AND INSIDE THE 11. ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER APPROVED AND LISTED FIRESTOPPING SYSTEM. TUBING, COPPER PIPE OR CPVC PIPE. SANITARY AND VENT SYSTEMS: 9. CPVC PIPE SHALL BE FLOWGUARD GOLD OR FLOWGUARD BENDABLE AS 1. THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. FROM MANUFACTURED BY LUBRIZOL. THE INCOMING WATER SERVICE. WHERE A 5 FT. SEPARATION IS NOT POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM 10. CPVC PIPE SHALL BE CONNECTED WITH FLOWGUARD GOLD YELLOW LOWVOC OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. SOLVENT CEMENT AS MANUFACTURED BY IRS WELDON OR OATEY. 2. ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWV, ABS OR CAST-IRON 11. ALL CPVC PIPE SHALL BE INSULATED TO PREVENT EXPOSURE TO GREASE. WHERE REQUIRED BY CODE. 12. ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS: 3. ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING 4. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND 13. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE SHALL BE LOCATED NOT MORE THAN 100 FT. APART. INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTEM. ALL PIPING DOWNSTREAM OF THE RPZ SHALL BE COPPER OR CROSS -LINKED 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER POLYETHYLENE (PEX). THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS N A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR 14. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME EVERY 40 FEET OF DEVELOPED LENGTH. SPECIAL FUNCTION SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW 6. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PREVENTION DEVICES SHALL BE ASSE LISTED AND APPROVED FOR THE DEVICE PENETRATION. OR APPLIANCE THEY SERVE. 7. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS 15. ALL WATER SUPPLY LINES SHALL BE PROVIDED WITH A QUARTER -TURN SHALL BE PROVIDED. SHUT-OFF VALVE BEFORE FINAL CONNECTION TO EQUIPMENT. 8. CLEANOUTS ON 6-IN. AND SMALLER PIPES SHALL BE PROVIDED WITH A 16. QUARTER -TURN SHUT-OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY CLEARANCE OF NOT LESS THAN 18 IN. CLEANOUTS ON 8-IN. AND LARGER INLINE BACKFLOW PREVENTION DEVICE. PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. 17. ALL VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WITH 9. ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED AS FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. FOLLOWS: MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING ABS 4 FT. 10 FT. PVC (TYPE DWV) 4 FT. 10 FT. CAST-IRON (<10 FT. PIPE SECTIONS) j 5 FT. 1 15 FT. CAST-IRON (10 FT. PIPE SECTIONS) 1 10 FT. 1 15 FT, 18. ALL OVERHEAD WATER LINES SHALL BE INSULATED WITH 1 THICK EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7. 19. PRIOR TO BUILDING TURNOVER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL BE PURGED OF DELETERIOUS MATERIAL AND DISINFECTED. DISINFECTION SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652. 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE STORM DRAINAGE SYSTEMS: FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS: 1. ALL ROOF DRAINS SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODES AND TRAP SIZE SLOPE DISTANCE 1Y4" %4" PER FT. 2'-6" 1Y2" %4" PER FT. 3'-6" 2" %4" PER FT. 5-0" 3" %8" PER FT. 6'0" 4" & LARGER %8" PER FT. 10'-0" SHALL CONFORM TO ASME A112.21.2M OR A112.3.1. 2. ALL STORM DRAINAGE PIPING SHALL BE ABS, PVC TYPE DWV OR CAST-IRON WHERE REQUIRED BY CODE. 3. ALL SUSPENDED STORM DRAINAGE PIPE SUPPORT REQUIREMENTS SHALL BE THE SAME AS THE SANITARY AND VENT REQUIREMENTS. 11. ALL PLUMBING VENTS THROUGH THE ROOF SHALL TERMINATE A MINIMUM OF 4. ALL HORIZONTAL STORM DRAINAGE PIPE PITCH REQUIREMENTS SHALL BE THE 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. SAME AS THE SANITARY AND VENT REQUIREMENTS. FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 FT. OF A PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE 5. ALL HORIZONTAL STORM DRAINAGE PIPE SHALL BE INSULATED WITH I" THICK THE PARAPET. EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7 TO PROTECT AGAINST CONDENSATION. 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED 6. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 SHALL BE LOCATED NOT MORE THAN 100 FT. APART. FT. ABOVE THE INTAKE. 7. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER 13. ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR EVERY 40 FEET OF DEVELOPED LENGTH. 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER, 8. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB DEEP SEAL TRAP OR PROSET TRAP GUARD. PENETRATION. 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR 9. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL). INDIRECT DRAINAGE FROM AN SHALL BE PROVIDED. APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET 10. ROOF DRAINS AND OVERFLOW ROOF DRAINS SHALL BE PIPED INDEPENDENTLY. AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE OVERFLOW ROOF DRAINS SHALL NOT BE CONNECTED TO THE PRIMARY ROOF APPLIANCE DRAIN PIPE. DRAINAGE SYSTEM. GREASE INTERCEPTORS: 1. SEE SITE PLAN FOR THE SIZE AND LOCATION OF THE GREASE INTERCEPTOR. 2. THE GREASE INTERCEPTOR SHALL BE INSTALLED IN A LOCATION THAT IS ACCESSIBLE FOR PUMPING. 3. THE GREASE INTERCEPTOR SHALL BE CONSTRUCTED OF FIBERGLASS OR PRECAST CONCRETE. GREASE INTERCEPTOR CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES. 4. PRECAST CONCRETE INCERCEPTORS SHALL BE CAPABLE OF 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SHALL BE REINFORCED WITH BAR OR WIRE MESH AND SHALL BE COATED WITH A MINIMUM OF TWO (2) LAYERS OF NOVOLAC EPDXY ON THE INTERIOR. LEGEND ABBREVIATIONS ACM AREA CONSTRUCTION MANAGER COLD WATER PIPING TEMPERED WATER PIPING (110`F) AVB ATMOSPHERIC VACUUM BREAKER HOT WATER PIPING (140°F) BSI BEVERAGE SYSTEM INSTALLER RECIRCULATED HOT WATER PIPING CO CLEAN -OUT OVERHEAD LINES (BY P.C.) DFU DRAINAGE FIXTURE UNIT(S) UNDERGROUND WASTE PIPING EC ELECTRICAL CONTRACTOR VENT PIPING FAC FIRE ALARM CONTRACTOR ABOVE GROUND STORM PIPING FCO FLOOR CLEAN -OUT UNDERGROUND STORM PIPING FD FLOOR DRAIN HOSE BIBB FPC FIRE PROTECTION CONTRACTOR T_l CHECK VALVE FS FLOOR SINK lik BALL VALVE GC GENERAL CONTRACTOR >71 THERMOSTATIC MIXING VALVE GI GREASE INTERCEPTOR ® FLOOR DRAIN GPF GALLONS PER FLUSH ® CLEAN -OUT (FLOOR OR YARD) GPM GALLONS PER MINUTE FLOOR SINK GW GREASE WASTE PRESSURE GUAGE HS HAND SINK © LOW PRESSURE SWITCH I.P.S. IRON PIPE SIZE (ALSO NPS) ❑H HIGH PRESSURE SWITCH KEI KITCHEN EQUIPMENT INSTALLER SOLENOID VALVE KES KITCHEN EQUIPMENT SUPPLIER THREE-WAY VALVE LAV LAVATORY PRESSURE REGULATOR MC MECHANICAL CONTRACTOR DUAL CHECK VALVE OR RPZ MHT MALE HOSE THREADS DUAL CHECK VALVE WITH ATMOSPHERIC VENT MS MOP SINK STRAINER NPS NATIONAL PIPE THREAD STANDARD RELIEF VENT NPT NATIONAL PIPE THREAD TAPERED 0/0 OWNER/OPERATOR OH OVERHEAD P PUMP PC PLUMBING CONTRACTOR RC REFRIGERATION CONTRACTOR RPZ REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SS SANITARY SEWER ST STORM SEWER SVB ANTI -SIPHON, SPILL RESISTANT VACUUM BREAKER TAB TEST AND BALANCE CONTRACTOR UG UNDERGROUND UR URINAL V VENT WC WATER CLOSET WCO WALL CLEAN -OUT WSFU WATER SUPPLY FIXTURE UNIT(S) ,w � J O � m W � o W c� LLJ N Q co o co CD LL ct Professional of Record: u z m 0-) z 0000 ao 0r � d' O V rz �z O O ►- ,-, U w w ° >z w J CI Oz o F- m o z u w J � CO U co Q > Q (y) < = cb 0 0" ozz O O W A Nc� 00 ❑ ❑ 53866 o°oFSS/ONAL °oo❑❑oo�° Seal 11/10/23 c� J a� N 2 + O� N Q Cn U O v d N 0 i Svc `- 0 13 J a�v�uiu�°c o v a� oa3yr-a 00 N U v O rN-' y` tlj r C O OL' p y o o :2 Lvvc° 0p03�0�` c O O U C L -" c , Ov+ C.r -20c In..c oya v c+ U b C.N v y 0 p C v yr 0 N N U c L N c U ` O N •�O-, J~ w O v N v U� ` •�?� N v N w O C a N U y 0 _ rN. N O U `l N C C 7 05 7 O L- 3 vov aU U C DIM - 0 •3 w ++ c N •3 ,� U 0O�v-v0o 3 Lit' ® v tll C C j fUq 7 0)0 < y 0. 3 V1 N W.LU � H a3 c aim L � m W N m Q \ w o o cn o o C o N 0 00 G) < CO v O o N w z z ) ° u� Z o U 0 o = � 0 u� z n Q o o z O I o N c� z W oLQ o u :5 W <o o Cn 0 v 0 0 z P2oO w U-) GENERAL NOTES WE