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HomeMy Public PortalAboutPollard Station Full Plan Set 2-2013AMENDED SOIL MATRIXPER LANDSCAPE PLAN DEPTH VARIESSEE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES UN I T 8 UN I T 7 UN I T 6 UN I T 5 UN I T 4 UN I T 3 UN I T 2 UN I T 1 BU I L D I N G 2 BU I L D I N G 1 BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 S 7 4 ° 0 5 ' 4 9 " W 9 3 6 . 6 3 ' ( O . A . ) 226.59'60.00'199.80' 486.38' (O.A.) N 36°03'15" E N 8 8 ° 4 6 ' 4 0 " E 35 6 . 4 4 ' ( O . A . ) 90 9 . 5 6 ' ( O . A . ) 53 8 . 0 7 ' 32 8 . 6 4 ' 27 . 8 0 ' 1 3 . 5 1 5 . 0 BO C C I B A L L C T . UN I T 9 UN I T 1 0 (L o w e r ) UN I T 1 1 (U p p e r ) UN I T 1 2 (L o w e r ) UN I T 1 4 (L o w e r ) UN I T 1 6 (L o w e r ) UN I T 1 8 (L o w e r ) UN I T 1 3 (U p p e r ) UN I T 1 5 (U p p e r ) UN I T 1 7 (U p p e r ) UN I T 1 9 (U p p e r ) UN I T 2 0 UN I T 2 1 UN I T 2 2 UN I T 2 3 UN I T 2 4 UN I T S 2 5 - 2 8 ( L o w e r ) UN I T S 2 9 - 3 2 ( U p p e r ) UN I T S 3 3 - 3 6 ( L o w e r ) UN I T S 3 7 - 4 0 ( U p p e r ) TY P I C A L F R O N T P O R C H 36 6 . 4 5 ' 5. 0 4 ' HILLTOP MASTER PLAN TY P I C A L C O N D O M I N I U M U N I T S NOT TO SCALE NO T T O S C A L E UNITS 1-4 C O N N E C T CO N N E C T CONN E C T CONN E C T PA T I O GA R D E N OL D B R O C K W A Y R O A D P I N E C O N E R O A D AR E A Ga t h e r i n g Ar e a LO T D LO T C LO T B LO T A UNIT 9UNITS 10-12 UNITS 5-8 1575 SF1575 SF1640 SF1640 SF 1575 SF1575 SF1575 SF1575 SF1610 SFUNITS 11/13 1670 SF1610 SF UN I T S 1 5 / 1 7 16 1 0 S F 1 6 1 0 S F LOWER LEVEL UP P E R L E V E L UPPER LEVEL UN I T S 1 4 / 1 6 16 1 0 S F LO W E R L E V E L 16 1 0 S F UN I T 1 8 UN I T 1 9 UN I T S 2 2 - 2 4 15 7 5 S F 15 7 5 S F UN I T S 2 0 - 2 1 UN I T S 2 5 - 4 0 30 0 0 S F GA R A G E L E V E L 1 15 4 5 S F 16 0 2 S F 14 3 3 S F 15 0 3 S F UN I T S 2 5 - 4 0 LE V E L S 2 A N D 3 16 4 2 S F 16 4 2 S F 16 1 0 S F 2. 3 a c 0. 6 a c 1. 1 a c 3. 1 a c S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:18:13 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN DEPTH VARIESSEE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES UN I T 8 UN I T 7 UN I T 6 UN I T 5 UN I T 4 UN I T 3 UN I T 2 UN I T 1 BU I L D I N G 2 BU I L D I N G 1 BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 S 7 4 ° 0 5 ' 4 9 " W 9 3 6 . 6 3 ' ( O . A . ) 226.59'60.00'199.80' 486.38' (O.A.) N 36°03'15" E N 8 8 ° 4 6 ' 4 0 " E 35 6 . 4 4 ' ( O . A . ) 90 9 . 5 6 ' ( O . A . ) 53 8 . 0 7 ' 32 8 . 6 4 ' 27 . 8 0 ' 1 3 . 5 1 5 . 0 BO C C I B A L L C T . UN I T 9 UN I T 1 0 (L o w e r ) UN I T 1 1 (U p p e r ) UN I T 1 2 (L o w e r ) UN I T 1 4 (L o w e r ) UN I T 1 6 (L o w e r ) UN I T 1 8 (L o w e r ) UN I T 1 3 (U p p e r ) UN I T 1 5 (U p p e r ) UN I T 1 7 (U p p e r ) UN I T 1 9 (U p p e r ) UN I T 2 0 UN I T 2 1 UN I T 2 2 UN I T 2 3 UN I T 2 4 UN I T S 2 5 - 2 8 ( L o w e r ) UN I T S 2 9 - 3 2 ( U p p e r ) UN I T S 3 3 - 3 6 ( L o w e r ) UN I T S 3 7 - 4 0 ( U p p e r ) TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H 36 6 . 4 5 ' 5. 0 4 ' HILLTOP MASTER PLAN TY P I C A L C O N D O M I N I U M U N I T S NOT TO SCALE NO T T O S C A L E UNITS 1-4 C O N N E C T CO N N E C T CONN E C T CONN E C T PA T I O GA R D E N OL D B R O C K W A Y R O A D P I N E C O N E R O A D AR E A Ga t h e r i n g Ar e a LO T D LO T C LO T B LO T A UNIT 9UNITS 10-12 UNITS 5-8 1575 SF1575 SF1640 SF1640 SF 1575 SF1575 SF1575 SF1575 SF1610 SFUNITS 11/13 1670 SF1610 SF UN I T S 1 5 / 1 7 16 1 0 S F 1 6 1 0 S F LOWER LEVEL UP P E R L E V E L UPPER LEVEL UN I T S 1 4 / 1 6 16 1 0 S F LO W E R L E V E L 16 1 0 S F UN I T 1 8 UN I T 1 9 UN I T S 2 2 - 2 4 15 7 5 S F 15 7 5 S F UN I T S 2 0 - 2 1 UN I T S 2 5 - 4 0 30 0 0 S F GA R A G E L E V E L 1 15 4 5 S F 16 0 2 S F 14 3 3 S F 15 0 3 S F UN I T S 2 5 - 4 0 LE V E L S 2 A N D 3 16 4 2 S F 16 4 2 S F 16 1 0 S F 2. 3 a c 0. 6 a c 1. 1 a c 3. 1 a c S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:18:13 AM 24 " M I N . 12 ' M I N . 2" 30" 24 " M I N . 4" M I N . 8" M I N . 12' M I N . AM E N D E D S O I L M A T R I X PE R L A N D S C A P E P L A N WIDTH VARIESSEE PLANTILL TO 18" MIN.DEPTH VARIESSEE PLAN FIN I S H GR A D E 3:1 SLOPETYP.6" MIN.18" MIN.4" PERF PIP E U N D E R D R A I N IN 3/4" - 1-1/2 " D R A I N R O C K W/ FILTER FA B R I C O N A L L S I D E S 13 . 5 15 . 0 BOC C I B A L L C T . TYPIC A L F R O N T P O R C H BR O C K W A Y R O A D BU I L D I N G 2 BU I L D I N G 1 BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 PA T I O PA T I O O L D B R O C K W A Y R O A D PI N E C O N E R O A D PA T I O PA T I O PA T I O 15 0 ' S E T B A C K 150' SETBACK150' SETBACK 15 0 ' S E T B A C K MU L T I - F A M I L Y R E S I D E N T I A L MU L T I - F A M I L Y R E S I D E N T I A L WE T L A N D S PH A S E 1 PH A S E 2 PH A S E 3 PH A S E 4 PH A S E 5 5 4 4 1 2 5 3 PHASING L E G E N D : NIEGHBORHOOD EXHIBITSCALE 1"=100'PHASING NOTES: S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:17:29 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES 9 6 . 7 9 A C 09. 8 5 A C 12 . 3 7 C 1 2 . 0 0 A C 1 2 . 3 1 A C 1 0 . 7 4 A C 1 0 . 2 4 A C 1 1 . 8 F G 02 . 4 4 A C FF = 0 3 . 3 7 0 3 . 4 6 A C LF F = 0 4 . 5 7 UF F = 1 3 . 5 7 06 . 6 8 A C 9 7 . 5 3 A C 07.52 A C 11 . 0 5 A C 1 2 . 7 9 A C 08 . 5 7 A C 1 3 . 0 2 A C E V C BV C 1 2 . 0 9 A C 1 3 . 4 9 T C 1 2 . 9 9 A C 12. 8 6 T C 12. 3 6 A C 12 . 5 5 T C 12 . 0 5 A C 12.0 4 T C 11. 5 4 A C 12.7 8 T C 12.2 8 A C 13.0 3 T C 12.53 A C 11. 2 7 A C 11. 2 7 A C 08. 4 6 A C 11 . 4 3 T C 10 . 9 3 A C 08. 9 6 T C LF F = 5 9 1 2 . 5 UF F = 5 9 2 3 . 0 11 . 3 8 A C 1 1 . 5 0 A C 09. 4 9 A C 11. 6 3 A C 11. 9 1 A C 12. 6 5 A C 12 . 8 7 A C 1 0 . 8 8 A C 0 9 . 9 8 A C 05 . 7 5 A C 9 9 . 8 1 A C LF F = 0 3 . 5 7 LF F = 0 1 . 5 7 UF F = 1 3 . 5 7 UF F = 1 2 . 5 7 UF F = 1 2 . 5 7 LF F = 0 1 . 5 7 9 9 . 4 0 A C 9 8 . 8 1 A C 08 . 6 1 A C 09 . 2 2 A C 1 1 . 0 6 A C 1 1 . 0 6 A C 10 . 5 7 A C 09. 6 2 A C 1 1 . 4 0 F G 1 0 . 7 5 A C LF F = 5 9 1 2 . 0 UF F = 5 9 2 4 . 0 1 1 . 4 0 F G 1 1 . 4 0 F G 1 2 . 1 3 A C UF F = 5 9 2 3 . 0 11.4 0 F G LF F = 5 9 1 2 . 5 1 2 . 6 5 T C 12 . 7 3 C 12.0 0 A C 1 1 . 8 1 A C LF F = 5 9 1 2 . 5 MF F = 5 9 2 4 . 0 MF F = 5 9 2 4 . 0 LF F = 5 9 1 2 . 0 UF F = 5 9 3 4 . 5 2 2 . 3 1 C 1 0 . 5 0 A C 1 0 . 5 0 A C UF F = 5 9 3 4 . 5 LF F = 0 3 . 4 7 0 3 . 1 3 A C 07 . 1 2 A C UF F = 1 2 . 4 7 2 3 . 3 F G 0 2 . 1 2 A C 2 3 . 8 7 A C 15 . 9 7 T W 12. 3 9 C 1 1 . 8 F G FF = 0 5 . 7 0 0 2 . 8 9 A C FF = 0 2 . 7 0 1 7 . 3 T W 0 5 . 5 2 A C 2.1 7 A C 2 2 . 7 2 A C 0 5 . 6 0 A C FF = 0 2 . 7 0 FF = 0 5 . 7 0 06 . 8 9 A C 92. 0 F G / E G 24.2 9 A C 0 5 . 0 6 A C FF = 0 3 . 3 7 MF F = 5 9 3 4 . 7 98 . 1 F G / E G LF F = 5 9 2 3 . 7 04. 1 5 A C 23. 7 9 A C FF = 0 0 . 1 1 FF = 0 0 . 1 1 0 2 . 1 5 A C 23 . 2 0 A C 23. 8 7 T C 9 9 . 9 2 A C 0 2 . 8 3 A C 0 3 . 0 3 A C 92.2 F G / E G 2 3 . 6 6 A C 9 9 . 0 1 A C 9 9 . 8 6 A C 93 . 0 F G / E G 9 8 . 8 F G / E G 06 . 9 6 A C 9 6 . 9 F G / E G 22. 7 6 A C 16 . 2 4 A C 0 9 . 1 6 A C 1 8 . 8 0 A C 1 8 . 1 8 A C 33.51 AC 19. 8 8 A C FF = 1 2 . 0 7 12 . 0 5 A C 0 6 . 2 5 T W 2 3 . 7 1 A C 2 3 . 4 9 A C 12 . 1 0 C 1 4 . 8 8 A C 2 3 . 9 5 A C 2 2 . 0 5 A C 2 3 . 2 1 A C 1 5 . 2 7 A C 12.3 3 G 1 0 . 8 8 A C 15 . 9 4 A C 21. 7 1 A C 20 . 6 7 A C 17. 6 3 A C 1 2 . 2 5 A C 23 . 1 4 A C 22 . 9 2 G 18.50 FG 25.4 1 T C 2 2 . 9 6 A C 1 3 . 5 2 4 . 3 9 A C 2 3 . 6 6 A C LF F = 5 9 2 4 . 0 MF F = 5 9 3 5 . 0 1 5 . 0 UF F = 5 9 4 5 . 0 23.37 A C UF F = 5 9 4 4 . 7 2 3 . 9 3 A C 0 0 . 7 7 F G 23 . 1 9 A C 2:1 22 . 9 6 A C 25 . 4 1 T C 0 0 . 5 0 F G 23.1 G 27. 9 6 A C 23. 3 6 A C 23.1 G FF=29.63FF=33.7831.87 AC 31 . 3 9 A C 50 ' V C 21.0 TW 15.0 BW 2:1 23.3 FG 1 0 . 9 1 A C 1 0 . 9 1 A C 12 . 3 1 A C 11.8 3 A C 12 . 1 0 C BO C C I B A L L C T . 15 . 1 3 A C 13.41 AC 1 2 . 6 1 A C 1 0 . 1 4 A C FF = 1 1 . 2 5 12 . 1 1 A C 12.46 C 11. 8 0 F G 12 . 4 6 C 14 . 0 7 A C 1 1 . 6 7 G 11.96 C 11.30 F G 23. 3 0 F G 23. 5 6 C 22. 3 0 F G 03 . 8 7 F G 23.3 0 F G 11 . 9 6 C 0 3 . 4 2 F L 11.7 8 G 23.3 0 F G 23.30 T W 2 3 . 3 0 F G 2 0 . 9 3 C 21.2 T W 0 6 . 2 5 T W 3 7 . 5 T W 3 3 . 1 F L 38. 3 T W 3 7 . 3 T W 33. 8 F G 3 2 . 8 F L 3 2 . 5 F L 3 7 . 0 T W 24. 0 5 A C 0 2 . 7 7 F G 32.5 F L 41.0 T W 3 9 . 1 T W 3 4 . 1 F L 3 8 . 2 T W 3 3 . 2 F L 3 5 . 0 T W 3 2 . 7 F L 3 9 . 4 T W 4 1 . 4 T W 4 5 . 0 T W 4 3 . 2 T W 2 9 . 7 0 T W 2 8 . 7 1 T W 2 : 1 20 . 9 T W 32 . 2 0 T W 1 2 . 3 7 A C 13. 7 5 T W 09. 5 0 F G 30.20 TW28.93 FG4' RET. WALL33.08 FG30.49 FG 95.8 F G 2 4 . 0 T W FF=23.85 9 6 . 7 3 A C 14 . 4 4 A C 19 . 3 8 C 1 9 . 8 T W 1 7 . 6 6 C 15 . 2 9 A C 13 . 7 8 A C 12 . 9 7 A C 13 . 2 3 A C 19 . 0 0 T W 18.50 FG 19.00 TW 20. 6 8 F G 00.39 C 99. 6 4 C 96 . 9 2 C 98 . 9 3 C 9 9 . 0 3 C BO T = 9 5 . 3 3 0 2 . 1 F G 9 9 . 3 F G 0 3 . 4 7 C 07.50 C 06 . 0 0 C 05 . 5 9 C 05.9 7 C 99.3 F G 33.58 AC 2 6 . 2 8 F L 2: 1 2 5 . 0 5 G 23 . 6 6 A C 23. 3 7 A C 00.77 FG 0 2 . 7 2 F G 11. 4 2 G 11 . 8 0 F G 16.50 F G 07 . 5 0 T W 0 6 . 4 2 T W 0 2 . 0 0 T W 0 0 . 5 0 F G 0 0 . 0 7 F G 0 2 . 2 4 G 33.08 FG2:1 28.53 FL2:1 32.50 TW28.95 FL 4 16 / 1 7 14 / 1 5 12 / 1 3 10 / 1 1 18 / 1 9 5 7 8 6 3 2 1 9 20 1 3 2 4 5 25 - 3 2 33 - 4 0 2324 22 21 TY P I C A L F R O N T P O R C H 06 . 5 0 T W 03 . 9 6 C 16 . 1 T W 17 . 4 1 T W 23.30 T W 16.30 F L 10 . 4 9 F L 1 5 . 5 0 F L 27.60 TW 25.00 TW 22. 8 0 T W 23.10 FL 22.4 0 F L 20. 0 0 B W 14 . 1 0 C 1 1 . 6 B W 1 2 . 0 0 T W 0 6 . 5 0 F G PI N E C O N E R O A D S E C T I O N NO T T O S C A L E OL D B R O C K W A Y R O A D S E C T I O N NO T T O S C A L E LE G E N D : PR O P O S E D S T O R M D R A I N S Y S T E M PR O P O S E D D R A I N A G E S W A L E PR O P O S E D R E T E N T I O N P O N D PR O P O S E D R E T A I N I N G W A L L PR O P O S E D B I C Y C L E R A C K 15 . 1 3 A C 15 . 1 3 F G 15 . 1 3 T W PR O P O S E D F I N I S H G R A D E E L E V A T I O N AC - A S P H A L T C O N C R E T E FG - F I N I S H G R A D E TW / B W - T O P O F W A L L / B O T T O M O F W A L L 13 . 1 3 B W BIKE RACKNOT TO SCALE S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:18:42 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES UN I T 8 UN I T 7 UN I T 6 UN I T 5 UN I T 4 UN I T 3 UN I T 2 UN I T 1 BU I L D I N G 2 BU I L D I N G 1 BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 1 3 . 5 1 5 . 0 BO C C I B A L L C T . UN I T 9 UN I T 1 0 (L o w e r ) UN I T 1 1 (U p p e r ) UN I T 1 2 (L o w e r ) UN I T 1 4 (L o w e r ) UN I T 1 6 (L o w e r ) UN I T 1 8 (L o w e r ) UN I T 1 3 (U p p e r ) UN I T 1 5 (U p p e r ) UN I T 1 7 (U p p e r ) UN I T 1 9 (U p p e r ) UN I T 2 0 UN I T 2 1 UNIT 22UNIT 23UNIT 24 UN I T S 2 5 - 2 8 ( L o w e r ) UN I T S 2 9 - 3 2 ( U p p e r ) UN I T S 3 3 - 3 6 ( L o w e r ) UN I T S 3 7 - 4 0 ( U p p e r ) 8" S 6"S 6" S 6"S 6"S 6" S 6" S 6"S 8"S TY P I C A L F R O N T P O R C H 6"S LE G E N D : PR O P O S E D B I O S W A L E PR O P O S E D S E W E R ( S I Z E A S N O T E D ) PR O P O S E D W A T E R L I N E PR O P O S E D F I R E H Y D R A N T PR O P O S E D S E W E R M A N H O L E JO I N T U T I L I T Y T R E N C H ( E L E C T R I C A L , C A T V AN D T E L E P H O N E ) PR O P O S E D S T O R M D R A I N S Y S T E M PR O P O S E D D R A I N A G E S W A L E PR O P O S E D R E T E N T I O N P O N D PR O P O S E D R E T A I N I N G W A L L S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:19:13 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES 1 3 . 5 1 5 . 0 BO C C I B A L L C T . 2:1 TY P I C A L F R O N T P O R C H EX I S T I N G T R E E T O B E R E M O V E D LE G E N D : EX I S T I N G T R E E T O R E M A I N (D I A M E T E R & T Y P E , A S N O T E D ) (D I A M E T E R & T Y P E , A S N O T E D ) S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:19:38 AM AM E N D E D S O I L M A T R I X PE R L A N D S C A P E P L A N FI N I S H GR A D E 4" P E R F P I P E U N D E R D R A I N IN 3 / 4 " - 1 - 1 / 2 " D R A I N R O C K W/ F I L T E R F A B R I C O N A L L S I D E S 1 3 . 5 1 5 . 0 BO C C I B A L L C T . 2:1 TY P I C A L F R O N T P O R C H 1 3 . 5 1 5 . 0 21 7 6 8 5 20 28 22 13 35 34 37 38 39 40 41 42 43 44 57 55 54 52 36 33 32 31 4 27 25 24 26 23 14 15 16 19 18 45 46 47 48 515049 53 56 17 29 30 1 4 2 3 TY P I C A L F R O N T P O R C H SC A L E : 1 " = 5 0 ' SN O W S T O R A G E & S L O P E E X H I B I T PR O P O S E D S N O W S T O R A G E LE G E N D : SL O P E S ~ 2 0 % - 3 0 % (5 0 % O F P A V E D S U R F A C E S ) * N O S L O P E S 3 0 % + SC A L E : 1 " = 3 0 ' PARKI N G E X H I B I T PA R K I N G N O T E S : 1. D e v e l o p m e n t C o d e S e c t i o n 1 8 . 4 8 . 0 4 0 ( T a b l e 3 - 1 0 ) r e q u i r e s 1 p a r k i n g s p a c e p e r u n i t f o r s e n i o r h o u s i n g p r o j e c t r e s i d e n t s . H a l f o f t h e re q u i r e d p a r k i n g s p a c e s a r e r e q u i r e d t o b e c o v e r e d . T h i s p r o j e c t p r o v i d e s a c o v e r e d s p a c e ( g a r a g e ) f o r e a c h u n i t . 2. S e n i o r h o u s i n g p r o j e c t s r e q u i r e 1 g u e s t s p a c e p e r e a c h 1 0 u n i t s . I n a d d i t i o n t o p r o v i d i n g t h e r e q u i r e d g u e s t p a r k i n g f o r t h e c o n d o ' s , t h i s pr o j e c t a l s o p r o v i d e s 2 4 t a n d e m s t a l l s i n f r o n t o f g a r a g e s . T a n d e m p a r k i n g i s a l l o w e d t o s a t i s f y o f f - s t r e e t p a r k i n g r e q u i r e m e n t s p e r Se c t i o n 1 8 . 4 8 . 0 7 0 . O . 3. S e n i o r l o d g i n g f a c i l i t i e s r e q u i r e 0 . 5 p a r k i n g s p a c e s p e r e a c h u n i t . F o r p u r p o s e s o f e s t i m a t i n g p a r k i n g f o r P o l l a r d S t a t i o n , t h e t o t a l nu m b e r o f s e n i o r l o d g i n g u n i t s i s 7 6 ( S e e N o t e # 5 ) . 4. S e n i o r l o d g i n g f a c i l i t i e s r e q u i r e 1 p a r k i n g s p a c e p e r e a c h 4 u n i t s f o r g u e s t s a n d e m p l o y e e s . F o r p u r p o s e s o f e s t i m a t i n g p a r k i n g f o r Po l l a r d S t a t i o n , t h e t o t a l n u m b e r o f s e n i o r l o d g i n g u n i t s i s 7 6 ( S e e N o t e # 5 ) . 5. F o r d e n s i t y p u r p o s e s a n d t o m a i n t a i n a n a c c u r a t e b e d c o u n t w i t h i n t h e M e m o r y C a r e b u i l d i n g ( B u i l d i n g # 5 ) , t h e " s p l i t u n i t s " w h i c h in c l u d e 1 b a t h r o o m a r e c o u n t e d s e p a r a t e l y . F o r p u r p o s e s o f p a r k i n g , t h e s e " s p l i t u n i t s " a r e c o n s i d e r e d a s i n g l e u n i t . A c c o r d i n g l y , pa r k i n g c a l c u l a t i o n s a r e b a s e d o n a t o t a l n u m b e r o f 7 6 s e n i o r l o d g i n g u n i t s . SN O W S T O R A G E & S L O P E N O T E S : 1. N e w A C s u r f a c e p r o p o s e d o n - s i t e , i n c l u d i n g a l l r o a d w a y s & d r i v e w a y s i s ap p r o x i m a t e l y 7 3 , 1 9 8 s f . S n o w s t o r a g e a r e a i s r e q u i r e d t o b e 5 0 % o f p a v e d su r f a c e s . 2. S n o w s t o r a g e a r e a ( s ) l o c a t e d b e h i n d r e t a i n i n g w a l l s w i l l b e u t i l i z e d , i f n e c e s s a r y , wi t h s n o w b l o w e r s a n d / o r s m a l l e q u i p m e n t . 3. T h e r e a r e n o s l o p e s o n - s i t e w h i c h e x c e e d 3 0 % . S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:20:06 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES BO C C I B A L L C T . 2:1 TY P I C A L F R O N T P O R C H LEGEND:EXISTING TREE TO REMAIN - DIAMETER AND SPECIES AS NOTEDCOMMON NAMEBOTANICAL NAMESIZEQUANTITYSYMBOLPOPULUS TREMULOIDESQUAKING ASPEN15 GAL46SALIX SCOLERIANASCULLER'S WILLOW15 GAL26MALUS DOMESTICAFRUITING APPLE TREE15 GAL3SHRUBS/PERENNIALS/GROUND COVERSSHRUBSWESTERN SERVICEBERRYAMELANCHER ALNIFOLIA5 GALRABBITBRUSHCHRYSANTHEMUM NAUSEOSUS1 GALREDTWIG DOGWOODCORNUS SERICEA "BAILEY"5 GALDWARF MUGO PINEPINUS MUGO "MUGO"5 GALSHRUB CINQEFOILPOTENTILLA FRUITICOSA5 GALSAND CHERRYPRUNUS CISTENA5 GALGROUND COVERSSWEET WOODRUFFGALIUM ODORATUM1 GALYELLOW ARCHANGELLAMIASTRUM GALEOBDOLON1 GALCREEPING LAMIUMLAMIUM MACULATUM1 GALCREEPING CINQUEFOILPOTENTILLA VERNA1 GALBIOSWALE MIXMONK'S HOODACONITUMNAPELLUS1 GALSWAMP ONIONALLIUM VALIDUM1 GALWESTERN COLUMBINEAQUILEGIA FORMOSA1 GALDELPHINUMDELPHINUM ELATUM1 GALRICHARDSON'S GERANIUMGERANIUM RICHARDSONII1 GALALPINE LILYLILIUM PARVUM1 GALSTREAMSIDE LUPINELUPINUS POLYPHYLLUS1 GALTHIMBLEBERRYRUBUS PARVAFLORUS1 GALBIOSWALE/VEGETATED SWALE MIXBIOSWALE MIXMONK'S HOODACONITUMNAPELLUS1 GALSWAMP ONIONALLIUM VALIDUM1 GALWESTERN COLUMBINEAQUILEGIA FORMOSA1 GALDELPHINUMDELPHINUM ELATUM1 GALRICHARDSON'S GERANIUMGERANIUM RICHARDSONII1 GALALPINE LILYLILIUM PARVUM1 GALSTREAMSIDE LUPINELUPINUS POLYPHYLLUS1 GALTHIMBLEBERRYRUBUS PARVAFLORUS1 GAL PERENNIAL GRASSES/ REVEG MIXMOUNDING RED FESCUEFESTUCA RUBRASEEDFEATHER REED GRASSCALAMAGROSTIS ACUTIFLORA1 GALHEAVY METAL SWITCH GRASSPANNICUM VERIGATUM1 GAL TOTAL75CEILING/SOFFIT MOUNTED RECESSED CAN FIXTURE.BUILDING OR TREE MOUNTED FLOOD LIGHTWALL MOUNTED LIGHT FIXTURE.FREE STANDING LIGHT STANDARDLOW-OUTPUT WALKWAY/PATHWAY LIGHTSIGN LIGHT 1.ALL EXTERIOR LIGHT FIXTURES SHALL BE HIGH EFFICACY (40 LUMENS/WATT) OR ULTRA-LOW OUTPUT (<5 WATT PERFIXTURE.)2.ALL FIXTURES SHALL BE "FULLY SHIELDED" , PREVENTING ANY UPWARD LIGHT PROJECTION.3.EXCEPTION: DECORATIVE, UNSHIELDED WALL MOUNTED LIGHT FIXTURES AT PRIMARY ENTRANCES TO RESIDENCESMAY BE USED PROVIDED THAT LIGHT PROJECTED FROM THE FIXTURE PROVIDES SUPPLEMENTAL NIGHTTIMEILLUMINATION OF PUBLIC PEDESTRIAN PATHS. FIXTURE OUTPUT SHALL NOT EXCEED 1,200 LUMENS (20 WATTS.) THELIGHT SOURCE (BULB) SHALL BE DIFFUSED BEHIND A TRANSLUCENT LENSES.4.ALL LIGHT FIXTURES, BUILDING MOUNTED OR FREE STANDING SHALL HAVE A MAXIMUM INSTALLED LAMP HEIGHT OF: 20 FEET (ABOVE GRADE) AT ROADWAYS AND VEHICULAR ROUTES 12' FEET (ABOVE WALKING SURFACE) AT PEDESTRIAN AREAS.5.ALL RESIDENTIAL UNITS WITH PRIVATE ENTRANCES SHALL INCLUDE PRIMARY, LOW-OUTPUT (800-1,600 LUMEN)DUSK-TO-DAWN SAFETY LIGHTING6.ALL SUPPLEMENTAL EXTERIOR LIGHTING AT PRIVATE OUTDOOR PATIOS AND PORCHES SHALL BE EITHER "MANUALON/AUTO OFF, 4 HOUR MAX" OR MOTION ACTIVATED.7.SEE ELEVATIONS, SHEETS A-3.1 THROUGH A-3.7, FOR PLACEMENT OF BUILDING-MOUNTED LIGHT FIXTURES.8.SEE LIGHTING SPECIFICATIONS, SHEET A-3.8, FOR PROPOSED FIXTURE SPECIFICATIONS AND LIGHTING CALCULATIONS.EXTERIOR LIGHTING LEGEND EXTERIOR LIGHTING NOTES: S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/16/2013 2:27:21 PM CO R R U G A T E D C O R T E N R O O F I N G L O W S L O P E B U I L T - U P R O O F I N G 1. A L L R O O F I N G T O B E C O M P O S I T I O N S H I N G L E S U N L E S S N O T E D OT H E R W I S E , C O L O R S / S T Y L E P E R E L E V A T I O N S . R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A11 (LODGE PLANS-ROOF).dwg, 1/30/2013 9:56:41 AM, eli, DWG To PDF.pc3, 1:1 RIDGE RIDGERIDGEPITCH BREAK RIDGE RIDGE PITCH BREAK RIDGE RIDGE RIDGE RIDGE PITCH BREAK RIDGE PITCH BREAK PITCH BREAKPITCH BREAK PITCH BREAK PITCH BREAKPITCH BREAK PITCH BREAK PITCH BREAK PITCH BREAK PITCH BREAK PITCH BREAK PITCH BREAK PITCH BREAK PITCH BREAK PITCH BREAK RIDGE RIDGE RIDGE RIDGE RIDGERIDGERIDGEPITCH BREAKPITCH BREAKVALLEYRIDGE RIDGE RIDGE RIDGE RIDGE PITCH BREAK PITCH BREAK RI D G E RI D G E RIDGE RIDGE PITCH BREAK CO R R U G A T E D C O R T E N R O O F I N G L O W S L O P E B U I L T - U P R O O F I N G 1. A L L R O O F I N G T O B E C O M P O S I T I O N S H I N G L E S U N L E S S N O T E D OT H E R W I S E , C O L O R S / S T Y L E P E R E L E V A T I O N S . V A L L E Y VAL L E Y VAL L E Y V A L L E Y VAL L E Y V A L L E Y VALLEYVALLEY RIDGE RIDGE R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A19-Roof (UNIT 1-19).dwg, 1/30/2013 10:03:40 AM, eli, DWG To PDF.pc3, 1:1 RIDGEPITCH BREAKPITCH BREAKPITCH BREAKPITCH BREAKRIDGERIDGE RIDGE PITCH BREAK PITCH BREAK PITCH BREAK RIDGE RIDGE PITCH BREAK PITCH BREAK RIDGE PITCH BREAK RIDGE PITCH BREAK PITCH BREAK VA L L E Y VALL E Y VA L L E Y VALL E Y PI T C H B R E A K RI D G E RI D G E RI D G E RIDGE RIDGE RIDGE VA L L E Y V A L L E Y PI T C H B R E A K PI T C H B R E A K PITCH BREAK PITCH BREAK PITCH BREAK CO R R U G A T E D C O R T E N R O O F I N G L O W S L O P E B U I L T - U P R O O F I N G 1. A L L R O O F I N G T O B E C O M P O S I T I O N S H I N G L E S U N L E S S N O T E D OT H E R W I S E , C O L O R S / S T Y L E P E R E L E V A T I O N S . R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A110-Roof (UNIT 20-40).dwg, 1/30/2013 10:03:48 AM, eli, DWG To PDF.pc3, 1:1 FF = 5 9 0 3 . 3 7 ' 58 9 4 . 5 ' AV E R A G E G R A D E 59 2 0 . 7 9 ' RI D G E 26'-312" FF = 5 9 0 2 . 7 ' UN I T S 7 & 8 FF = 5 9 0 5 . 7 ' UN I T S 5 & 6 FF = 5 8 9 5 . 4 ' AV E R A G E G R A D E 59 2 9 . 6 ' RI D G E 34'-212" FF = 5 9 0 0 . 1 1 ' 59 1 7 . 5 2 ' RI D G E FF = 5 8 9 5 . 2 ' AV E R A G E G R A D E 22'-4" SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " TR I M TR I M TR I M TR I M AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T TR I M TR I M TR I M NA T U R A L G R A D E L I N E PR O P O S E D G R A D E L I N E ALL TRIMTHIS UNIT ALL TRIMTHIS UNIT AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S TYP @UNIT 1ALL TRIMTHIS UNITTYP. SIDING@ POPOUTS R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A31 (UNIT 1-8).dwg, 1/14/2013 5:09:21 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5912.57 F.F. 5913.57 FF=5913.57 FF=5904.57 FF=5903.57 FF=5912.07' FF=5912.57 FF=5901.57 SNOW FENCES FF=5903.4' AVERAGE GRADE 33 ' - 1 12" 5900.86 (E) LOW GRADE 5905.97 (E) HIGH GRADE FF=5912.57 FF=5901.57 FF=5912.07 FF=5912.07' 21 ' - 1 1 12" FF=5904.45' AVG. GRADE (E) 5902.10 (E) LOW GRADE 5906.80 (E) HIGH GRADE FF=5913.57 FF=5904.57FF=5904.6 AVG. GRADE (E) 5901.8 (E) LOW GRADE 5907.4 (E) HIGH GRADE 23 ' - 1 34" FF=5903.57 FF=5913.57 FF=5904.57 FF=5912.07' SCALE: 1/8''=1'-0" SCALE: 1/8''=1'-0" SCALE: 1/8''=1'-0"SCALE: 1/8''=1'-0" NOTE: THE FOLLOWING IS A SUMMARY OF THE PROPOSED EXTERIOR MATERIALS. ALL EXTERIOR MATERIALS WITHIN A WILDLAND-URBAN INTERFACE MUST COMPLY WITH CHAPTER 7A OF THE CBC ("WUI" CODE) COMP. ROOFING: (AT PITCHES ≥ 2 12:12) LANDMARK SERIES BY CERTAINTEED CLASS "A" 40 YR. COLORS: R1 - BLACK WALNUT R2 - WEATHERED WOOD R3 - GRANITE GRAY R4 - HUNTER GREEN R5 - HEATHER BLEND R6 - BURNT SIENNA BUILT-UP/TORCH DOWN ROOFING (AT PITCHES 2 1 2:12) R7 - CLASS A RATED, WATERPROOF, TORCH-DOWN, MEMBRANE ROOFING WITH 20 YR WARRANTY METAL ROOFING AND FLASHING: R8 - CORRUGATED COR-TEN CHIMNEY CAP: STEEL FRAME PAINTED FLAT BLACK W/ METAL ROOF (PAINT UNDERSIDE OF CHIMNEY) SIDING: NATURAL COLORS AS NOTED BELOW, OR PAINTED AS NOTED. S1 - PICKLEWOOD w/TRANSPARENT STAIN S2 - 1X12 R.S. SELECT TIGHT-KNOT CEDAR HORZ. SHIP-LAP, PRESTAINED W/ 25% CANYON BROWN, 20% REDWOOD, 35% NATURAL. S3 - PLYWOOD AND BATTEN, PAINTED PER COLOR SPECIFIED S4 - JAMES HARDIE HARDIE PLANK LAP SIDING, SMOOTH, COLORS AS NOTED. 7.25" WIDTH UNLESS NOTED OTHERWISE. S5 - HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL, COLORS AS NOTED. S6 - HARDIE SHINGLE STAGGERED EDGE NOTCHED PANEL, COLORS AS NOTED. S7 - CONCRETE BOARD AND BATTEN: HARDIE PANEL VERTICAL SIDING, SMOOTH, w/54BOARDS SMOOTH, 3 12" WIDTH, COLORS AT NOTED. S8 - CEDAR VALLEY (WUI COMPLIANT) WESTERN RED CEDAR SHINGLES, PRE-STAINED W/ SUPERDECK 75% SEMI-TRANSPARENT PECAN (2213) + 25% SEMI-SOLID OAK BROWN (2750) PAINT COLORS: BENJAMIN MOORE HISTORICAL COLOR COLLECTION C1 - PHILIPSBURG BLUE HC-159 C2 - MIDDLEBURY BROWN HC-68 C3 - AVON GREEN HC-126 C4 - DARK BRONZE C5 - PHILADELPHIA CREAM HC-30 C6 - GEORGIAN GREEN HC-115 C7 - GEORGIAN BRICK HC-50 C8 - NEW LONDON BURGUNDY HC-61 C9 - QUINCY TAN HC-25 C10 - HISTORIC RAILROAD YELLOW C11 - BLACK METAL SIDING: COLORS AS NOTED. w/ FACTORY FINISH BY METAL SALES. SM1 - LAP FLAT CORTEN SM2 - LAP FLAT COLD ROLLED STEEL. SM3 - CORRUGATED CORTEN SM4 - CORRUGATED STEEL - w/ANTIQUE BRONZE FACTORY FINISH SM5 - CORRUGATED STEEL - w/CHARCOAL FACTORY FINISH SM6 - CORRUGATED STEEL - w/FERN GREEN RAILINGS: SEE DETAIL SHEET FOR MORE INFORMATION RL1 -TIMBER w/COR-TEN 4x4 WELDED WIRE MESH RL2 - HORIZ BOARDS RL3 - VERT/FLAT BOARDS 1x10 @ 12"oc RL4 - 1X4 @ 7"oc TRIM: STAIN/PAINT TO MATCH SIDING UNLESS COLOR IS SPECIFIED. 2X R.S. CEDAR PER PLAN USE 112" THICK JAMES HARDIE ARTISAN ACCENT TRIM WHERE HARDIE SIDING IS USED (312" OR 512" WIDTHS AS DRAWN) TIMBERS: R.S. DOUGLAS FIR W/ STAIN MIX TO MATCH SIDING, OR PAINT PER COLOR SPECIFIED WINDOWS: W1 - SIERRA PACIFIC OR EAGLE, MYSTIC GREY, MATTE FINISH APPROVED METAL CLAD WOOD WITH SIMULATED DIVIDED LITES PER PLAN ( 1" WIDE MULLIONS, MIN.) W2 - MILGARD MOTECITO SERIES, COLORS AS NOTED BELOW a - WHITE b - BRONZE c - CHOCOLATE d - LIGHT GREY e - ESPRESSO f - TAUPE GARAGE DOORS: JOB SKINNED W/ R.S. SELECT TIGHT-KNOT CEDAR W/ OIL STAIN TO MATCH SIDING. GLASS TO BE DARK GREY TINTED. VARIOUS STYLES AS NOTED, SEE DETAILS FOR ADDITIONAL INFORMATION. STONE VENEER: LOCAL GRANITE FIELD STONE W/ MOSS AND LICHEN COVER. BRICK: MUDDOX RESIDENTIAL BRICK, OLD SACRAMENTO BLEND. EXPOSED CONCRETE: BOARD FORMED, STAINED W/ 50% L.M. SCOFIELD BLACK, UNLESS NOTED OTHERWISE. ALL COLORS AND MATERIALS TO BE VERIFIED AND APPROVED AT ONSITE MOCK-UP. WOOD DECKING: 2x REDWOOD, UNLESS NOTED OTHERWISE. G3 G1 G2 G5 G4 G1G4 G3 G5 G1 ALL TRIM THIS UNIT TRIM TRIM TRIM TRIM TRIM TRIM TRIM TRIM PROPOSED GRADE TYP. EXISTING GRADE TYP. TYP. FASCIAS @ THIS UNIT SOUTH GABLES NORTH AND WEST GABLES NORTH AND WEST GABLES ALL TRIM AT EAST UNITS ALL TRIM AT WEST UNITS TYP SIDING AT EAST UNITS PRIMARY SIDING AT UPPER WEST UNIT PRIMARY SIDING AT LOWER WEST UNIT AT BAY WINDOWS SIDING AT UPPER LEVEL FASCIAS TRIM, TYP. 1.SEE SHEET A-3.8 FOR LIGHTING SPECIFICATIONS R: \ J o b F i l e s \ T r u c k e e \ 1 2 0 5 0 4 - P o l l a r d S t a t i o n \ P L O T S H E E T S \ 1 2 0 5 0 4 - A 3 2 ( U N I T 9 - 1 7 ) . d w g , 1 / 1 4 / 2 0 1 3 5 : 0 9 : 2 8 P M , e l i , D W G T o P D F . p c 3 , 1 : 1 , C o p y r i g h t 2 0 1 2 M W A , I n c . - A l l p l a n s a r e p r o p e r t y o f M W A , I n c . & i s a n i n s t r u m e n t o f s e r v i c e . 5912.5F.F. FIRST FLOOR 5923.0F.F. SECOND FLOOR RA I S E D P L A N T E R UN D I S T U R B E D S O I L 59 2 9 . 0 (E ) H I G H G R A D E 27'-612" 59 2 0 . 0 (E ) L O W G R A D E FF = 5 9 2 4 . 5 ' AV E R A G E G R A D E 59 1 2 . 5 F. F . F I R S T F L O O R 59 2 4 . 0 F. F . S E C O N D F L O O R 5915.5(E) LOW GRADE 26'-058"FF=5917.75'AVERAGE GRADE 5920.0(E) HIGH GRADE 5923.0F.F. SECOND FLOOR5912.5F.F. FIRST FLOOR RAISED PLANTERUNDISTURBED SOIL FF = 5 9 2 6 . 5 ' AV E R A G E G R A D E 26'-112" 59 2 4 . 5 (E ) L O W G R A D E 59 2 8 . 5 (E ) H I G H G R A D E 59 3 4 . 5 F. F . T H I R D F L O O R 59 2 4 . 0 F. F . S E C O N D F L O O R F. F . S E C O N D F L O O R SC A L E : 1 / 8 ' ' = 1 ' - 0 " ME M O R Y C A R E C O U R T Y A R D ST A I N E D C O N C R E T E W A L L - F U T U R E M U R A L OR P L A N T W A L L O V E R W I R E M E S H SC A L E : 1 / 8 ' ' = 1 ' - 0 " TO B L D G 3 TO B L D G 3 TO B L D G 3 TO B L D G 3 PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . BRICK COLUMNS 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S TR I M @ B L D G 3 TY P I C A L RO O F I N G @ BL D G 3 , T Y P I C A L TR I M @ B L D G 3 TY P I C A L CO N N E C T O R T O BU I L D I N G 2 N O T S H O W N TRIM @BLDG 4TYPICALW.W.M INFILL BETWEEN COLUMNS ROOFING @BLDG 4TYPICAL RO O F I N G @ B L D G 3 TY P I C A L RO O F I N G @ BL D G 4 TY P I C A L TR I M @ BL D G 4 TY P I C A L TY P I C A L R O O F I N G @ B L D G 2 , U . N . O . RO O F I N G @ L O W E R S H E D R O O F TY P I C A L T R I M A N D FA S C I A S @ B L D G 1 TY P I C A L T R I M A N D FA S C I A S @ B L D G 2 TYPICAL ROOFING@ BLDG 1, U.N.O.ROOFING @ LOWERSHED ROOFTYPICAL ROOFING@ BLDG 2, U.N.O. BU I L D I N G 1 ( B E Y O N D ) TYPICAL TRIM ANDFASCIAS @ BLDG 2 TO B L D G 3 TY P I C A L G A B L E P O P O U T MA T E R I A L S @ B L D G 5 OU T D O O R AM P H I T H E A T E R BA S E M E N T RO O F I N G @ BL D G 5 , T Y P I C A L 12 / 1 7 / 1 2 - E l e v a t i o n M a t e r i a l s EL I 18" = 1 ' - 0 " R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A33, A34 (LODGE BLDGS).dwg, 1/14/2013 5:09:39 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5924.0'FF=5934.5' 59 1 2 . 0 F. F . F I R S T F L O O R FF = 5 9 1 0 . 5 ' AV E R A G E G R A D E 59 0 8 . 0 (E ) L O W G R A D E 59 2 4 . 0 F. F . S E C O N D F L O O R 59 1 3 . 0 (E ) H I G H G R A D E 32'-038" FF=5925.87'AVERAGE GRADE 26'-878"5924.0(E) LOW GRADE 5927.75(E) HIGH GRADE5924.0F.F. SECOND FLOOR5912.0F.F. FIRST FLOOR 5934.5F.F. THIRD FLOOR 31'-338" 59 1 7 . 7 5 (E ) H I G H G R A D E 59 2 3 . 0 F. F . S E C O N D F L O O R 59 1 3 . 5 (E ) L O W G R A D E FF = 5 9 1 5 . 5 4 ' AV E R A G E G R A D E 59 1 2 . 5 F. F . F I R S T F L O O R 5929.0(E) HIGH GRADE 24'-3"5912.5F.F. FIRST FLOOR 5920.0(E) LOW GRADE FF=5924.5'AVERAGE GRADE5924.0F.F. SECOND FLOOR 5934.0F.F. THIRD FLOOR F. F . F I R S T F L O O R F. F . S E C O N D F L O O R F. F . T H I R D F L O O R 5912.5F.F. FIRST FLOOR 5923.0F.F. SECOND FLOOR SC A L E : 1 / 8 ' ' = 1 ' - 0 " TO B L D G 4 SC A L E : 1 / 8 ' ' = 1 ' - 0 " TO B L D G 5 TO B L D G 5 TO B L D G 4 TO BLDG 3 TO B L D G 2 TY P I C A L R O O F I N G AT B U I L D I N G 1 TR I M PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S TR I M @ BL D G 4 TY P I C A L TR I M @ BL D G 3 TY P I C A L TR I M @ B L D G 3 TY P I C A L TYPICAL ROOFING@ BUILDING 3 6' T A L L W O O D F E N C E 4' T A L L W O O D F E N C E TY P I C A L G A B L E P O P O U T MA T E R I A L S @ B L D G 5 TYPICAL METALSKIRTING @ BLDG 5 TRIM & FASCIAS @BLDG 5, TYPICAL TOBLDG3STAINED CONCRETE WALLOUTDOOR AMPHITHEATERw/CONCRETE TERRACES MEMORY CARE COURTYARD LA T T I C E SH A D E AW N I N G TY P I C A L R O O F I N G AT B U I L D I N G 4 TY P I C A L R O O F I N G AT B U I L D I N G 3 TY P I C A L R O O F I N G AT B U I L D I N G 4 TY P I C A L R O O F I N G AT B U I L D I N G 1 TY P I C A L R O O F I N G AT B U I L D I N G 2 RE C E S S E D M E C H A N I C A L W E L L F O R R O O F T O P E Q U I P M E N T 12 / 1 7 / 1 2 - E l e v a t i o n M a t e r i a l s EL I 18" = 1 ' - 0 " R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A33, A34 (LODGE BLDGS).dwg, 1/14/2013 5:09:46 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5912.47 FF=5911.25 FF=5911.25FF=5911.25 FF=5913.13 AVG. GRADE (E) 15 ' - 5 " 5911.50 (E) LOW GRADE 5914.75 (E) HIGH GRADE FF=5911.25 FF=5906.7 AVG. GRADE (E)5905.10 (E) LOW GRADE 5908.5 (E) HIGH GRADE 29 ' - 8 14" FF=5912.47 FF=5903.47 FF=5912.47 FF=5903.47 SCALE: 1/8''=1'-0" PROPOSED GRADE TYP. EXISTING GRADE TYP. G3 G5 SCALE: 1/8''=1'-0" PROPOSED GRADE TYP. EXISTING GRADE TYP. ROCKERY WALLS PER SITE PLAN ROCKERY WALLS PER SITE PLAN LIGHT FIXTURE MOUNTED TO WALL BEHIND OPENING IN GAPPED BOARD WALL 1.SEE SHEET A-3.2 FOR MATERIAL SPECIFICATIONS 2.SEE SHEET A-3.8 FOR LIGHTING SPECIFICATIONS TRIM, TYP AT UNITS 20-21 WINDOWS, TYP AT UNITS 20-21 ROOFING, TYP AT UNITS 18-19 TRIM, TYP AT UNITS 18-19 1x8 VERTICAL CEDAR BOARDS w/1" GAPS STAIN PER SIDING S2 BOARD FORMED, STAINED CONCRETE WINDOWS, TYP AT UNITS 18-19 R: \ J o b F i l e s \ T r u c k e e \ 1 2 0 5 0 4 - P o l l a r d S t a t i o n \ P L O T S H E E T S \ 1 2 0 5 0 4 - A 3 5 ( U N I T 1 8 - 2 1 ) . d w g , 1 / 1 4 / 2 0 1 3 5 : 0 9 : 5 6 P M , e l i , D W G T o P D F . p c 3 , 1 : 1 , C o p y r i g h t 2 0 1 2 M W A , I n c . - A l l p l a n s a r e p r o p e r t y o f M W A , I n c . & i s a n i n s t r u m e n t o f s e r v i c e . FF = 5 9 2 9 . 6 3 59 3 0 . 1 5 AV E R A G E G R A D E 17'-412" FF=5929.635929.3LOW POINT FF = 5 9 2 9 . 6 3 59 3 3 . 0 HI G H P O I N T FF = 5 9 3 3 . 7 8 59 3 6 . 7 5 ' AV G . G R A D E ( E ) 15'-11" FF = 5 9 3 3 . 7 8 FF=5933.7 8 ɓ FF = 5 9 2 3 . 8 5 ' ɓ FF = 5 9 2 3 . 8 5 ' FF=5923.85'FF=5927.0'AVG. GRADE (E)21'-0" SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " TY P I C A L R O O F I N G , UN I T 2 2 TY P I C A L R O O F I N G , UN I T 2 3 TY P I C A L R O O F I N G , UN I T 2 4 TY P I C A L T R I M , UN I T 2 3 TY P I C A L T R I M , UN I T 2 4 TY P I C A L T R I M , UN I T 2 2 PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . 2: 1 C U T , M A X 4' T A L L ( M A X ) RO C K E R Y W A L L 2: 1 C U T , M A X 4' T A L L ( M A X ) RO C K E R Y W A L L 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A36 (UNITS 22,23,24).dwg, 1/14/2013 5:10:02 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5944.70'FF=5934.70' FF = 5 9 4 5 . 0 0 ' FF = 5 9 3 5 . 0 0 ' FF = 5 9 4 5 . 0 0 ' FF = 5 9 3 5 . 0 0 ' FF = 5 9 2 4 . 0 0 ' FF=5944.70'FF=5934.70'FF=5923.70' FF = 5 9 2 4 . 0 ' PA R K I N G FF = 5 9 3 5 . 0 ' 1S T F L O O R FF = 5 9 4 5 . 0 ' 2N D F L O O R 59 3 0 . 0 ' LO W P O I N T 59 4 2 . 0 ' HI G H P O I N T 26'-912" 59 3 6 . 0 ' AV E G R A D E 59 3 4 . 2 0 ' AV G . G R A D E ( E ) 59 3 0 . 6 5 ' (E ) L O W G R A D E 28'-1" FF = 5 9 4 4 . 7 0 ' FF = 5 9 3 4 . 7 0 ' FF = 5 9 2 3 . 7 0 ' 5937.75'(E) HIGH GRADE FF = 5 9 4 5 . 0 0 ' FF = 5 9 3 5 . 0 0 ' FF = 5 9 2 4 . 0 0 ' FF=5944.70'FF=5934.70'FF=5923.70' SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . BO A R D F O R M E D C O N C R E T E BO A R D F O R M E D C O N C R E T E BOARD FORMED CONCRETE BRICK BR I C K TY P I C A L R A I L I N G AT 8 - P L E X E S TY P I C A L R O O F I N G AT 8 - P L E X E S TY P I C A L T R I M A N D FA S C I A S A T 8 - P L E X E S BOARD FORMED CONCRETE ±6 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N ±5 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N ±5' TALL ROCKERY WALLPER GRADING PLAN ±5 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N ±5 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N BRICK BR I C K 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A37 (UNIT 25-40).dwg, 1/14/2013 5:10:08 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. 1. SE E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A38 (LIGHTING SPECS).dwg, 1/16/2013 3:07:51 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2013 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. 24 " M I N . 12 ' M I N . 2" 30 " 24 " M I N . 4" M I N . 8" M I N . 12 ' M I N . AM E N D E D S O I L M A T R I X PE R L A N D S C A P E P L A N WIDTH VARIESSEE PLANTILL TO 18" MIN.DEPTH VARIESSEE PLAN FIN I S H GR A D E 3:1 SLOPETYP.6" MIN.18" MIN.4" PERF PI P E U N D E R D R A I N IN 3/4" - 1-1/ 2 " D R A I N R O C K W/ FILTER F A B R I C O N A L L S I D E S 13 . 5 15 . 0 BOC C I B A L L C T . TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H BR O C K W A Y R O A D BU I L D I N G 2 BU I L D I N G 1 BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 PA T I O PA T I O O L D B R O C K W A Y R O A D PIN E C O N E R O A D PA T I O PA T I O PA T I O 15 0 ' S E T B A C K 150' SETBACK150' SETBACK 15 0 ' S E T B A C K MU L T I - F A M I L Y R E S I D E N T I A L MU L T I - F A M I L Y R E S I D E N T I A L WE T L A N D S PH A S E 1 PH A S E 2 PH A S E 3 PH A S E 4 PH A S E 5 5 4 4 1 2 5 3 PHASING L E G E N D : NIEGHBORHOOD EXHIBITSCALE 1"=100'PHASING NOTES: S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:17:29 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES 9 6 . 7 9 A C 09.8 5 A C 12 . 3 7 C 1 2 . 0 0 A C 1 2 . 3 1 A C 1 0 . 7 4 A C 1 0 . 2 4 A C 1 1 . 8 F G 02 . 4 4 A C FF = 0 3 . 3 7 0 3 . 4 6 A C LF F = 0 4 . 5 7 UF F = 1 3 . 5 7 06 . 6 8 A C 9 7 . 5 3 A C 07.52 AC 11 . 0 5 A C 1 2 . 7 9 A C 08 . 5 7 A C 1 3 . 0 2 A C E V C BV C 1 2 . 0 9 A C 1 3 . 4 9 T C 1 2 . 9 9 A C 12.8 6 T C 12.3 6 A C 12. 5 5 T C 12. 0 5 A C 12.0 4 T C 11.5 4 A C 12.78 T C 12.28 A C 13.03 T C 12.53 A C 11. 2 7 A C 11. 2 7 A C 08.4 6 A C 11 . 4 3 T C 10 . 9 3 A C 08.9 6 T C LF F = 5 9 1 2 . 5 UF F = 5 9 2 3 . 0 11 . 3 8 A C 1 1 . 5 0 A C 09.4 9 A C 11. 6 3 A C 11. 9 1 A C 12. 6 5 A C 12. 8 7 A C 1 0 . 8 8 A C 0 9 . 9 8 A C 05 . 7 5 A C 9 9 . 8 1 A C LF F = 0 3 . 5 7 LF F = 0 1 . 5 7 UF F = 1 3 . 5 7 UF F = 1 2 . 5 7 UF F = 1 2 . 5 7 LF F = 0 1 . 5 7 9 9 . 4 0 A C 9 8 . 8 1 A C 08 . 6 1 A C 09. 2 2 A C 1 1 . 0 6 A C 1 1 . 0 6 A C 10 . 5 7 A C 09.6 2 A C 1 1 . 4 0 F G 1 0 . 7 5 A C LF F = 5 9 1 2 . 0 UF F = 5 9 2 4 . 0 1 1 . 4 0 F G 1 1 . 4 0 F G 1 2 . 1 3 A C UF F = 5 9 2 3 . 0 11.4 0 F G LF F = 5 9 1 2 . 5 1 2 . 6 5 T C 12 . 7 3 C 12.00 A C 1 1 . 8 1 A C LF F = 5 9 1 2 . 5 MF F = 5 9 2 4 . 0 MF F = 5 9 2 4 . 0 LF F = 5 9 1 2 . 0 UF F = 5 9 3 4 . 5 2 2 . 3 1 C 1 0 . 5 0 A C 1 0 . 5 0 A C UF F = 5 9 3 4 . 5 LF F = 0 3 . 4 7 0 3 . 1 3 A C 07. 1 2 A C UF F = 1 2 . 4 7 2 3 . 3 F G 0 2 . 1 2 A C 2 3 . 8 7 A C 15 . 9 7 T W 12.3 9 C 1 1 . 8 F G FF = 0 5 . 7 0 0 2 . 8 9 A C FF = 0 2 . 7 0 17. 3 T W 0 5 . 5 2 A C 2.1 7 A C 2 2 . 7 2 A C 0 5 . 6 0 A C FF = 0 2 . 7 0 FF = 0 5 . 7 0 06. 8 9 A C 92.0 F G / E G 24.29 A C 05. 0 6 A C FF = 0 3 . 3 7 MF F = 5 9 3 4 . 7 98. 1 F G / E G LF F = 5 9 2 3 . 7 04.1 5 A C 23. 7 9 A C FF = 0 0 . 1 1 FF = 0 0 . 1 1 0 2 . 1 5 A C 23 . 2 0 A C 23. 8 7 T C 9 9 . 9 2 A C 0 2 . 8 3 A C 0 3 . 0 3 A C 92.2 F G / E G 2 3 . 6 6 A C 9 9 . 0 1 A C 9 9 . 8 6 A C 93 . 0 F G / E G 9 8 . 8 F G / E G 06 . 9 6 A C 9 6 . 9 F G / E G 22.7 6 A C 16 . 2 4 A C 0 9 . 1 6 A C 1 8 . 8 0 A C 18. 1 8 A C 33.51 AC 19.8 8 A C FF = 1 2 . 0 7 12. 0 5 A C 06 . 2 5 T W 2 3 . 7 1 A C 2 3 . 4 9 A C 12. 1 0 C 1 4 . 8 8 A C 2 3 . 9 5 A C 2 2 . 0 5 A C 2 3 . 2 1 A C 1 5 . 2 7 A C 12.33 G 1 0 . 8 8 A C 15. 9 4 A C 21.7 1 A C 20 . 6 7 A C 17.6 3 A C 12 . 2 5 A C 23 . 1 4 A C 22 . 9 2 G 18.50 FG 25.41 T C 2 2 . 9 6 A C 1 3 . 5 2 4 . 3 9 A C 2 3 . 6 6 A C LF F = 5 9 2 4 . 0 MF F = 5 9 3 5 . 0 1 5 . 0 UF F = 5 9 4 5 . 0 23.37 AC UF F = 5 9 4 4 . 7 2 3 . 9 3 A C 0 0 . 7 7 F G 23. 1 9 A C 2:1 22 . 9 6 A C 25 . 4 1 T C 00 . 5 0 F G 23.1 G 27.9 6 A C 23.3 6 A C 23.1 G FF=29.63FF=33.7831.87 AC 31. 3 9 A C 5 0 ' V C 21.0 TW 15.0 BW 2:1 23.3 FG 10. 9 1 A C 1 0 . 9 1 A C 12. 3 1 A C 11.8 3 A C 12. 1 0 C BO C C I B A L L C T . 15 . 1 3 A C 13.41 AC 1 2 . 6 1 A C 1 0 . 1 4 A C FF = 1 1 . 2 5 12 . 1 1 A C 12.46 C 11.8 0 F G 12 . 4 6 C 14 . 0 7 A C 1 1 . 6 7 G 11.96 C 11.30 F G 23. 3 0 F G 23.5 6 C 22.3 0 F G 03 . 8 7 F G 23.30 F G 11 . 9 6 C 03 . 4 2 F L 11.78 G 23.30 F G 23.30 T W 2 3 . 3 0 F G 2 0 . 9 3 C 21.2 T W 06 . 2 5 T W 3 7 . 5 T W 3 3 . 1 F L 38.3 T W 3 7 . 3 T W 33.8 F G 3 2 . 8 F L 3 2 . 5 F L 3 7 . 0 T W 24.0 5 A C 02 . 7 7 F G 32.5 F L 41.0 T W 3 9 . 1 T W 3 4 . 1 F L 3 8 . 2 T W 3 3 . 2 F L 3 5 . 0 T W 3 2 . 7 F L 3 9 . 4 T W 4 1 . 4 T W 4 5 . 0 T W 4 3 . 2 T W 2 9 . 7 0 T W 2 8 . 7 1 T W 2 : 1 20 . 9 T W 32 . 2 0 T W 12 . 3 7 A C 13.7 5 T W 09.5 0 F G 30.20 TW28.93 FG4' RET. WALL33.08 FG30.49 FG 95.8 F G 2 4 . 0 T W FF=23.85 9 6 . 7 3 A C 14 . 4 4 A C 19 . 3 8 C 1 9 . 8 T W 1 7 . 6 6 C 15. 2 9 A C 13. 7 8 A C 12. 9 7 A C 13. 2 3 A C 19. 0 0 T W 18.50 FG 19.00 TW 20. 6 8 F G 00.39 C 99.6 4 C 96 . 9 2 C 98. 9 3 C 9 9 . 0 3 C BO T = 9 5 . 3 3 0 2 . 1 F G 9 9 . 3 F G 0 3 . 4 7 C 07.50 C 06 . 0 0 C 05 . 5 9 C 05.97 C 99.3 F G 33.58 AC 26. 2 8 F L 2:1 25. 0 5 G 23 . 6 6 A C 23. 3 7 A C 00.77 FG 02. 7 2 F G 11.4 2 G 11 . 8 0 F G 16.50 F G 07 . 5 0 T W 06 . 4 2 T W 0 2 . 0 0 T W 00 . 5 0 F G 0 0 . 0 7 F G 0 2 . 2 4 G 33.08 FG2:1 28.53 FL2:1 32.50 TW28.95 FL 4 16 / 1 7 14 / 1 5 12 / 1 3 10 / 1 1 18 / 1 9 5 7 8 6 3 2 1 9 20 1 3 2 4 5 25 - 3 2 33 - 4 0 2324 22 21 TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H 06 . 5 0 T W 03 . 9 6 C 16. 1 T W 17 . 4 1 T W 23.30 T W 16.30 F L 10 . 4 9 F L 1 5 . 5 0 F L 27.60 TW 25.00 TW 22. 8 0 T W 23.10 FL 22.40 F L 20. 0 0 B W 14 . 1 0 C 11. 6 B W 1 2 . 0 0 T W 0 6 . 5 0 F G PI N E C O N E R O A D S E C T I O N NO T T O S C A L E OL D B R O C K W A Y R O A D S E C T I O N NO T T O S C A L E LE G E N D : PR O P O S E D S T O R M D R A I N S Y S T E M PR O P O S E D D R A I N A G E S W A L E PR O P O S E D R E T E N T I O N P O N D PR O P O S E D R E T A I N I N G W A L L PR O P O S E D B I C Y C L E R A C K 15 . 1 3 A C 15 . 1 3 F G 15 . 1 3 T W PR O P O S E D F I N I S H G R A D E E L E V A T I O N AC - A S P H A L T C O N C R E T E FG - F I N I S H G R A D E TW / B W - T O P O F W A L L / B O T T O M O F W A L L 13 . 1 3 B W BIKE RACKNOT TO SCALE S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:18:42 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES UN I T 8 UN I T 7 UN I T 6 UN I T 5 UN I T 4 UN I T 3 UN I T 2 UN I T 1 BU I L D I N G 2 BU I L D I N G 1 BU I L D I N G 3 BU I L D I N G 4 BU I L D I N G 5 1 3 . 5 1 5 . 0 BO C C I B A L L C T . UN I T 9 UN I T 1 0 (L o w e r ) UN I T 1 1 (U p p e r ) UN I T 1 2 (L o w e r ) UN I T 1 4 (L o w e r ) UN I T 1 6 (L o w e r ) UN I T 1 8 (L o w e r ) UN I T 1 3 (U p p e r ) UN I T 1 5 (U p p e r ) UN I T 1 7 (U p p e r ) UN I T 1 9 (U p p e r ) UN I T 2 0 UN I T 2 1 UNIT 22UNIT 23UNIT 24 UN I T S 2 5 - 2 8 ( L o w e r ) UN I T S 2 9 - 3 2 ( U p p e r ) UN I T S 3 3 - 3 6 ( L o w e r ) UN I T S 3 7 - 4 0 ( U p p e r ) 8" S 6"S 6" S 6"S 6"S 6" S 6" S 6"S 8"S TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H 6"S LE G E N D : PR O P O S E D B I O S W A L E PR O P O S E D S E W E R ( S I Z E A S N O T E D ) PR O P O S E D W A T E R L I N E PR O P O S E D F I R E H Y D R A N T PR O P O S E D S E W E R M A N H O L E JO I N T U T I L I T Y T R E N C H ( E L E C T R I C A L , C A T V AN D T E L E P H O N E ) PR O P O S E D S T O R M D R A I N S Y S T E M PR O P O S E D D R A I N A G E S W A L E PR O P O S E D R E T E N T I O N P O N D PR O P O S E D R E T A I N I N G W A L L S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:19:13 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES 1 3 . 5 1 5 . 0 BO C C I B A L L C T . 2:1 TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H EX I S T I N G T R E E T O B E R E M O V E D LE G E N D : EX I S T I N G T R E E T O R E M A I N (D I A M E T E R & T Y P E , A S N O T E D ) (D I A M E T E R & T Y P E , A S N O T E D ) S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:19:38 AM AM E N D E D S O I L M A T R I X PE R L A N D S C A P E P L A N FI N I S H GR A D E 4" P E R F P I P E U N D E R D R A I N IN 3 / 4 " - 1 - 1 / 2 " D R A I N R O C K W/ F I L T E R F A B R I C O N A L L S I D E S 1 3 . 5 1 5 . 0 BO C C I B A L L C T . 2:1 TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H 1 3 . 5 1 5 . 0 21 7 6 8 5 20 28 22 13 35 34 37 38 39 40 41 42 43 44 57 55 54 52 36 33 32 31 4 27 25 24 26 23 14 15 16 19 18 45 46 47 48 515049 53 56 17 29 30 1 4 2 3 TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H SC A L E : 1 " = 5 0 ' SN O W S T O R A G E & S L O P E E X H I B I T PR O P O S E D S N O W S T O R A G E LE G E N D : SL O P E S ~ 2 0 % - 3 0 % (5 0 % O F P A V E D S U R F A C E S ) * N O S L O P E S 3 0 % + SC A L E : 1 " = 3 0 ' PARKI N G E X H I B I T PA R K I N G N O T E S : 1. D e v e l o p m e n t C o d e S e c t i o n 1 8 . 4 8 . 0 4 0 ( T a b l e 3 - 1 0 ) r e q u i r e s 1 p a r k i n g s p a c e p e r u n i t f o r s e n i o r h o u s i n g p r o j e c t r e s i d e n t s . H a l f o f t h e re q u i r e d p a r k i n g s p a c e s a r e r e q u i r e d t o b e c o v e r e d . T h i s p r o j e c t p r o v i d e s a c o v e r e d s p a c e ( g a r a g e ) f o r e a c h u n i t . 2. S e n i o r h o u s i n g p r o j e c t s r e q u i r e 1 g u e s t s p a c e p e r e a c h 1 0 u n i t s . I n a d d i t i o n t o p r o v i d i n g t h e r e q u i r e d g u e s t p a r k i n g f o r t h e c o n d o ' s , t h i s pr o j e c t a l s o p r o v i d e s 2 4 t a n d e m s t a l l s i n f r o n t o f g a r a g e s . T a n d e m p a r k i n g i s a l l o w e d t o s a t i s f y o f f - s t r e e t p a r k i n g r e q u i r e m e n t s p e r Se c t i o n 1 8 . 4 8 . 0 7 0 . O . 3. S e n i o r l o d g i n g f a c i l i t i e s r e q u i r e 0 . 5 p a r k i n g s p a c e s p e r e a c h u n i t . F o r p u r p o s e s o f e s t i m a t i n g p a r k i n g f o r P o l l a r d S t a t i o n , t h e t o t a l nu m b e r o f s e n i o r l o d g i n g u n i t s i s 7 6 ( S e e N o t e # 5 ) . 4. S e n i o r l o d g i n g f a c i l i t i e s r e q u i r e 1 p a r k i n g s p a c e p e r e a c h 4 u n i t s f o r g u e s t s a n d e m p l o y e e s . F o r p u r p o s e s o f e s t i m a t i n g p a r k i n g f o r Po l l a r d S t a t i o n , t h e t o t a l n u m b e r o f s e n i o r l o d g i n g u n i t s i s 7 6 ( S e e N o t e # 5 ) . 5. F o r d e n s i t y p u r p o s e s a n d t o m a i n t a i n a n a c c u r a t e b e d c o u n t w i t h i n t h e M e m o r y C a r e b u i l d i n g ( B u i l d i n g # 5 ) , t h e " s p l i t u n i t s " w h i c h in c l u d e 1 b a t h r o o m a r e c o u n t e d s e p a r a t e l y . F o r p u r p o s e s o f p a r k i n g , t h e s e " s p l i t u n i t s " a r e c o n s i d e r e d a s i n g l e u n i t . A c c o r d i n g l y , pa r k i n g c a l c u l a t i o n s a r e b a s e d o n a t o t a l n u m b e r o f 7 6 s e n i o r l o d g i n g u n i t s . SN O W S T O R A G E & S L O P E N O T E S : 1. N e w A C s u r f a c e p r o p o s e d o n - s i t e , i n c l u d i n g a l l r o a d w a y s & d r i v e w a y s i s ap p r o x i m a t e l y 7 3 , 1 9 8 s f . S n o w s t o r a g e a r e a i s r e q u i r e d t o b e 5 0 % o f p a v e d su r f a c e s . 2. S n o w s t o r a g e a r e a ( s ) l o c a t e d b e h i n d r e t a i n i n g w a l l s w i l l b e u t i l i z e d , i f n e c e s s a r y , wi t h s n o w b l o w e r s a n d / o r s m a l l e q u i p m e n t . 3. T h e r e a r e n o s l o p e s o n - s i t e w h i c h e x c e e d 3 0 % . S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/25/2013 11:20:06 AM AMENDED SOIL MATRIXPER LANDSCAPE PLAN FINISHGRADE4" PERF PIPE UNDERDRAININ 3/4" - 1-1/2" DRAIN ROCKW/ FILTER FABRIC ON ALL SIDES BO C C I B A L L C T . 2:1 TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H TY P I C A L F R O N T P O R C H LEGEND:EXISTING TREE TO REMAIN - DIAMETER AND SPECIES AS NOTEDCOMMON NAMEBOTANICAL NAMESIZEQUANTITYSYMBOLPOPULUS TREMULOIDESQUAKING ASPEN15 GAL46SALIX SCOLERIANASCULLER'S WILLOW15 GAL26MALUS DOMESTICAFRUITING APPLE TREE15 GAL3SHRUBS/PERENNIALS/GROUND COVERSSHRUBSWESTERN SERVICEBERRYAMELANCHER ALNIFOLIA5 GALRABBITBRUSHCHRYSANTHEMUM NAUSEOSUS1 GALREDTWIG DOGWOODCORNUS SERICEA "BAILEY"5 GALDWARF MUGO PINEPINUS MUGO "MUGO"5 GALSHRUB CINQEFOILPOTENTILLA FRUITICOSA5 GALSAND CHERRYPRUNUS CISTENA5 GALGROUND COVERSSWEET WOODRUFFGALIUM ODORATUM1 GALYELLOW ARCHANGELLAMIASTRUM GALEOBDOLON1 GALCREEPING LAMIUMLAMIUM MACULATUM1 GALCREEPING CINQUEFOILPOTENTILLA VERNA1 GALBIOSWALE MIXMONK'S HOODACONITUMNAPELLUS1 GALSWAMP ONIONALLIUM VALIDUM1 GALWESTERN COLUMBINEAQUILEGIA FORMOSA1 GALDELPHINUMDELPHINUM ELATUM1 GALRICHARDSON'S GERANIUMGERANIUM RICHARDSONII1 GALALPINE LILYLILIUM PARVUM1 GALSTREAMSIDE LUPINELUPINUS POLYPHYLLUS1 GALTHIMBLEBERRYRUBUS PARVAFLORUS1 GALBIOSWALE/VEGETATED SWALE MIXBIOSWALE MIXMONK'S HOODACONITUMNAPELLUS1 GALSWAMP ONIONALLIUM VALIDUM1 GALWESTERN COLUMBINEAQUILEGIA FORMOSA1 GALDELPHINUMDELPHINUM ELATUM1 GALRICHARDSON'S GERANIUMGERANIUM RICHARDSONII1 GALALPINE LILYLILIUM PARVUM1 GALSTREAMSIDE LUPINELUPINUS POLYPHYLLUS1 GALTHIMBLEBERRYRUBUS PARVAFLORUS1 GAL PERENNIAL GRASSES/ REVEG MIXMOUNDING RED FESCUEFESTUCA RUBRASEEDFEATHER REED GRASSCALAMAGROSTIS ACUTIFLORA1 GALHEAVY METAL SWITCH GRASSPANNICUM VERIGATUM1 GAL TOTAL75CEILING/SOFFIT MOUNTED RECESSED CAN FIXTURE.BUILDING OR TREE MOUNTED FLOOD LIGHTWALL MOUNTED LIGHT FIXTURE.FREE STANDING LIGHT STANDARDLOW-OUTPUT WALKWAY/PATHWAY LIGHTSIGN LIGHT 1.ALL EXTERIOR LIGHT FIXTURES SHALL BE HIGH EFFICACY (40 LUMENS/WATT) OR ULTRA-LOW OUTPUT (<5 WATT PERFIXTURE.)2.ALL FIXTURES SHALL BE "FULLY SHIELDED" , PREVENTING ANY UPWARD LIGHT PROJECTION.3.EXCEPTION: DECORATIVE, UNSHIELDED WALL MOUNTED LIGHT FIXTURES AT PRIMARY ENTRANCES TO RESIDENCESMAY BE USED PROVIDED THAT LIGHT PROJECTED FROM THE FIXTURE PROVIDES SUPPLEMENTAL NIGHTTIMEILLUMINATION OF PUBLIC PEDESTRIAN PATHS. FIXTURE OUTPUT SHALL NOT EXCEED 1,200 LUMENS (20 WATTS.) THELIGHT SOURCE (BULB) SHALL BE DIFFUSED BEHIND A TRANSLUCENT LENSES.4.ALL LIGHT FIXTURES, BUILDING MOUNTED OR FREE STANDING SHALL HAVE A MAXIMUM INSTALLED LAMP HEIGHT OF: 20 FEET (ABOVE GRADE) AT ROADWAYS AND VEHICULAR ROUTES 12' FEET (ABOVE WALKING SURFACE) AT PEDESTRIAN AREAS.5.ALL RESIDENTIAL UNITS WITH PRIVATE ENTRANCES SHALL INCLUDE PRIMARY, LOW-OUTPUT (800-1,600 LUMEN)DUSK-TO-DAWN SAFETY LIGHTING6.ALL SUPPLEMENTAL EXTERIOR LIGHTING AT PRIVATE OUTDOOR PATIOS AND PORCHES SHALL BE EITHER "MANUALON/AUTO OFF, 4 HOUR MAX" OR MOTION ACTIVATED.7.SEE ELEVATIONS, SHEETS A-3.1 THROUGH A-3.7, FOR PLACEMENT OF BUILDING-MOUNTED LIGHT FIXTURES.8.SEE LIGHTING SPECIFICATIONS, SHEET A-3.8, FOR PROPOSED FIXTURE SPECIFICATIONS AND LIGHTING CALCULATIONS.EXTERIOR LIGHTING LEGEND EXTERIOR LIGHTING NOTES: S:\Job_Projects\200913-Hilltop-Senior-Liviing\dwg\200913-TENT15-8plex layout.dwg, 1/16/2013 2:27:21 PM CO R R U G A T E D C O R T E N R O O F I N G L O W S L O P E B U I L T - U P R O O F I N G 1. A L L R O O F I N G T O B E C O M P O S I T I O N S H I N G L E S U N L E S S N O T E D OT H E R W I S E , C O L O R S / S T Y L E P E R E L E V A T I O N S . R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A11 (LODGE PLANS-ROOF).dwg, 1/30/2013 9:56:41 AM, eli, DWG To PDF.pc3, 1:1 FF = 5 9 0 3 . 3 7 ' 58 9 4 . 5 ' AV E R A G E G R A D E 59 2 0 . 7 9 ' RI D G E 26'-312" FF = 5 9 0 2 . 7 ' UN I T S 7 & 8 FF = 5 9 0 5 . 7 ' UN I T S 5 & 6 FF = 5 8 9 5 . 4 ' AV E R A G E G R A D E 59 2 9 . 6 ' RI D G E 34'-212" FF = 5 9 0 0 . 1 1 ' 59 1 7 . 5 2 ' RI D G E FF = 5 8 9 5 . 2 ' AV E R A G E G R A D E 22'-4" SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " TR I M TR I M TR I M TR I M AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T TR I M TR I M TR I M NA T U R A L G R A D E L I N E PR O P O S E D G R A D E L I N E ALL TRIMTHIS UNIT ALL TRIMTHIS UNIT AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T AL L T R I M TH I S U N I T PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S TYP @UNIT 1ALL TRIMTHIS UNITTYP. SIDING@ POPOUTS R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A31 (UNIT 1-8).dwg, 1/14/2013 5:09:21 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5912.57 F.F. 5913.57 FF=5913.57 FF=5904.57 FF=5903.57 FF=5912.07' FF=5912.57 FF=5901.57 SNOW FENCES FF=5903.4' AVERAGE GRADE 33 ' - 1 12" 5900.86 (E) LOW GRADE 5905.97 (E) HIGH GRADE FF=5912.57 FF=5901.57 FF=5912.07 FF=5912.07' 21 ' - 1 1 12" FF=5904.45' AVG. GRADE (E) 5902.10 (E) LOW GRADE 5906.80 (E) HIGH GRADE FF=5913.57 FF=5904.57FF=5904.6 AVG. GRADE (E) 5901.8 (E) LOW GRADE 5907.4 (E) HIGH GRADE 23 ' - 1 34" FF=5903.57 FF=5913.57 FF=5904.57 FF=5912.07' SCALE: 1/8''=1'-0" SCALE: 1/8''=1'-0" SCALE: 1/8''=1'-0"SCALE: 1/8''=1'-0" NOTE: THE FOLLOWING IS A SUMMARY OF THE PROPOSED EXTERIOR MATERIALS. ALL EXTERIOR MATERIALS WITHIN A WILDLAND-URBAN INTERFACE MUST COMPLY WITH CHAPTER 7A OF THE CBC ("WUI" CODE) COMP. ROOFING: (AT PITCHES ≥ 2 12:12) LANDMARK SERIES BY CERTAINTEED CLASS "A" 40 YR. COLORS: R1 - BLACK WALNUT R2 - WEATHERED WOOD R3 - GRANITE GRAY R4 - HUNTER GREEN R5 - HEATHER BLEND R6 - BURNT SIENNA BUILT-UP/TORCH DOWN ROOFING (AT PITCHES 2 1 2:12) R7 - CLASS A RATED, WATERPROOF, TORCH-DOWN, MEMBRANE ROOFING WITH 20 YR WARRANTY METAL ROOFING AND FLASHING: R8 - CORRUGATED COR-TEN CHIMNEY CAP: STEEL FRAME PAINTED FLAT BLACK W/ METAL ROOF (PAINT UNDERSIDE OF CHIMNEY) SIDING: NATURAL COLORS AS NOTED BELOW, OR PAINTED AS NOTED. S1 - PICKLEWOOD w/TRANSPARENT STAIN S2 - 1X12 R.S. SELECT TIGHT-KNOT CEDAR HORZ. SHIP-LAP, PRESTAINED W/ 25% CANYON BROWN, 20% REDWOOD, 35% NATURAL. S3 - PLYWOOD AND BATTEN, PAINTED PER COLOR SPECIFIED S4 - JAMES HARDIE HARDIE PLANK LAP SIDING, SMOOTH, COLORS AS NOTED. 7.25" WIDTH UNLESS NOTED OTHERWISE. S5 - HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL, COLORS AS NOTED. S6 - HARDIE SHINGLE STAGGERED EDGE NOTCHED PANEL, COLORS AS NOTED. S7 - CONCRETE BOARD AND BATTEN: HARDIE PANEL VERTICAL SIDING, SMOOTH, w/54BOARDS SMOOTH, 3 12" WIDTH, COLORS AT NOTED. S8 - CEDAR VALLEY (WUI COMPLIANT) WESTERN RED CEDAR SHINGLES, PRE-STAINED W/ SUPERDECK 75% SEMI-TRANSPARENT PECAN (2213) + 25% SEMI-SOLID OAK BROWN (2750) PAINT COLORS: BENJAMIN MOORE HISTORICAL COLOR COLLECTION C1 - PHILIPSBURG BLUE HC-159 C2 - MIDDLEBURY BROWN HC-68 C3 - AVON GREEN HC-126 C4 - DARK BRONZE C5 - PHILADELPHIA CREAM HC-30 C6 - GEORGIAN GREEN HC-115 C7 - GEORGIAN BRICK HC-50 C8 - NEW LONDON BURGUNDY HC-61 C9 - QUINCY TAN HC-25 C10 - HISTORIC RAILROAD YELLOW C11 - BLACK METAL SIDING: COLORS AS NOTED. w/ FACTORY FINISH BY METAL SALES. SM1 - LAP FLAT CORTEN SM2 - LAP FLAT COLD ROLLED STEEL. SM3 - CORRUGATED CORTEN SM4 - CORRUGATED STEEL - w/ANTIQUE BRONZE FACTORY FINISH SM5 - CORRUGATED STEEL - w/CHARCOAL FACTORY FINISH SM6 - CORRUGATED STEEL - w/FERN GREEN RAILINGS: SEE DETAIL SHEET FOR MORE INFORMATION RL1 -TIMBER w/COR-TEN 4x4 WELDED WIRE MESH RL2 - HORIZ BOARDS RL3 - VERT/FLAT BOARDS 1x10 @ 12"oc RL4 - 1X4 @ 7"oc TRIM: STAIN/PAINT TO MATCH SIDING UNLESS COLOR IS SPECIFIED. 2X R.S. CEDAR PER PLAN USE 112" THICK JAMES HARDIE ARTISAN ACCENT TRIM WHERE HARDIE SIDING IS USED (312" OR 512" WIDTHS AS DRAWN) TIMBERS: R.S. DOUGLAS FIR W/ STAIN MIX TO MATCH SIDING, OR PAINT PER COLOR SPECIFIED WINDOWS: W1 - SIERRA PACIFIC OR EAGLE, MYSTIC GREY, MATTE FINISH APPROVED METAL CLAD WOOD WITH SIMULATED DIVIDED LITES PER PLAN ( 1" WIDE MULLIONS, MIN.) W2 - MILGARD MOTECITO SERIES, COLORS AS NOTED BELOW a - WHITE b - BRONZE c - CHOCOLATE d - LIGHT GREY e - ESPRESSO f - TAUPE GARAGE DOORS: JOB SKINNED W/ R.S. SELECT TIGHT-KNOT CEDAR W/ OIL STAIN TO MATCH SIDING. GLASS TO BE DARK GREY TINTED. VARIOUS STYLES AS NOTED, SEE DETAILS FOR ADDITIONAL INFORMATION. STONE VENEER: LOCAL GRANITE FIELD STONE W/ MOSS AND LICHEN COVER. BRICK: MUDDOX RESIDENTIAL BRICK, OLD SACRAMENTO BLEND. EXPOSED CONCRETE: BOARD FORMED, STAINED W/ 50% L.M. SCOFIELD BLACK, UNLESS NOTED OTHERWISE. ALL COLORS AND MATERIALS TO BE VERIFIED AND APPROVED AT ONSITE MOCK-UP. WOOD DECKING: 2x REDWOOD, UNLESS NOTED OTHERWISE. G3 G1 G2 G5 G4 G1G4 G3 G5 G1 ALL TRIM THIS UNIT TRIM TRIM TRIM TRIM TRIM TRIM TRIM TRIM PROPOSED GRADE TYP. EXISTING GRADE TYP. TYP. FASCIAS @ THIS UNIT SOUTH GABLES NORTH AND WEST GABLES NORTH AND WEST GABLES ALL TRIM AT EAST UNITS ALL TRIM AT WEST UNITS TYP SIDING AT EAST UNITS PRIMARY SIDING AT UPPER WEST UNIT PRIMARY SIDING AT LOWER WEST UNIT AT BAY WINDOWS SIDING AT UPPER LEVEL FASCIAS TRIM, TYP. 1.SEE SHEET A-3.8 FOR LIGHTING SPECIFICATIONS R: \ J o b F i l e s \ T r u c k e e \ 1 2 0 5 0 4 - P o l l a r d S t a t i o n \ P L O T S H E E T S \ 1 2 0 5 0 4 - A3 2 ( U N I T 9 - 1 7 ) . d w g , 1 / 1 4 / 2 0 1 3 5 : 0 9 : 2 8 P M , e l i , D W G T o P D F . p c 3 , 1 : 1 , C o p y r i g h t 2 0 1 2 M W A , I n c . - A l l p l a n s a r e p r o p e r t y o f M W A , I n c . & i s a n i n s t r u m e n t o f s e r v i c e . 5912.5F.F. FIRST FLOOR 5923.0F.F. SECOND FLOOR RA I S E D P L A N T E R UN D I S T U R B E D S O I L 59 2 9 . 0 (E ) H I G H G R A D E 27'-612" 59 2 0 . 0 (E ) L O W G R A D E FF = 5 9 2 4 . 5 ' AV E R A G E G R A D E 59 1 2 . 5 F. F . F I R S T F L O O R 59 2 4 . 0 F. F . S E C O N D F L O O R 5915.5(E) LOW GRADE 26'-058"FF=5917.75'AVERAGE GRADE 5920.0(E) HIGH GRADE 5923.0F.F. SECOND FLOOR5912.5F.F. FIRST FLOOR RAISED PLANTERUNDISTURBED SOIL FF = 5 9 2 6 . 5 ' AV E R A G E G R A D E 26'-112" 59 2 4 . 5 (E ) L O W G R A D E 59 2 8 . 5 (E ) H I G H G R A D E 59 3 4 . 5 F. F . T H I R D F L O O R 59 2 4 . 0 F. F . S E C O N D F L O O R F. F . S E C O N D F L O O R SC A L E : 1 / 8 ' ' = 1 ' - 0 " ME M O R Y C A R E C O U R T Y A R D ST A I N E D C O N C R E T E W A L L - F U T U R E M U R A L OR P L A N T W A L L O V E R W I R E M E S H SC A L E : 1 / 8 ' ' = 1 ' - 0 " TO B L D G 3 TO B L D G 3 TO B L D G 3 TO B L D G 3 PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . BRICK COLUMNS 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S TR I M @ B L D G 3 TY P I C A L RO O F I N G @ BL D G 3 , T Y P I C A L TR I M @ B L D G 3 TY P I C A L CO N N E C T O R T O BU I L D I N G 2 N O T S H O W N TRIM @BLDG 4TYPICALW.W.M INFILL BETWEEN COLUMNS ROOFING @BLDG 4TYPICAL RO O F I N G @ B L D G 3 TY P I C A L RO O F I N G @ BL D G 4 TY P I C A L TR I M @ BL D G 4 TY P I C A L TY P I C A L R O O F I N G @ B L D G 2 , U . N . O . RO O F I N G @ L O W E R S H E D R O O F TY P I C A L T R I M A N D FA S C I A S @ B L D G 1 TY P I C A L T R I M A N D FA S C I A S @ B L D G 2 TYPICAL ROOFING@ BLDG 1, U.N.O.ROOFING @ LOWERSHED ROOFTYPICAL ROOFING@ BLDG 2, U.N.O. BU I L D I N G 1 ( B E Y O N D ) TYPICAL TRIM ANDFASCIAS @ BLDG 2 TO B L D G 3 TY P I C A L G A B L E P O P O U T MA T E R I A L S @ B L D G 5 OU T D O O R AM P H I T H E A T E R BA S E M E N T RO O F I N G @ BL D G 5 , T Y P I C A L 12 / 1 7 / 1 2 - E l e v a t i o n M a t e r i a l s EL I 18" = 1 ' - 0 " R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A33, A34 (LODGE BLDGS).dwg, 1/14/2013 5:09:39 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5924.0'FF=5934.5' 59 1 2 . 0 F. F . F I R S T F L O O R FF = 5 9 1 0 . 5 ' AV E R A G E G R A D E 59 0 8 . 0 (E ) L O W G R A D E 59 2 4 . 0 F. F . S E C O N D F L O O R 59 1 3 . 0 (E ) H I G H G R A D E 32'-038" FF=5925.87'AVERAGE GRADE 26'-878"5924.0(E) LOW GRADE 5927.75(E) HIGH GRADE5924.0F.F. SECOND FLOOR5912.0F.F. FIRST FLOOR 5934.5F.F. THIRD FLOOR 31'-338" 59 1 7 . 7 5 (E ) H I G H G R A D E 59 2 3 . 0 F. F . S E C O N D F L O O R 59 1 3 . 5 (E ) L O W G R A D E FF = 5 9 1 5 . 5 4 ' AV E R A G E G R A D E 59 1 2 . 5 F. F . F I R S T F L O O R 5929.0(E) HIGH GRADE 24'-3"5912.5F.F. FIRST FLOOR 5920.0(E) LOW GRADE FF=5924.5'AVERAGE GRADE5924.0F.F. SECOND FLOOR 5934.0F.F. THIRD FLOOR F. F . F I R S T F L O O R F. F . S E C O N D F L O O R F. F . T H I R D F L O O R 5912.5F.F. FIRST FLOOR 5923.0F.F. SECOND FLOOR SC A L E : 1 / 8 ' ' = 1 ' - 0 " TO B L D G 4 SC A L E : 1 / 8 ' ' = 1 ' - 0 " TO B L D G 5 TO B L D G 5 TO B L D G 4 TO BLDG 3 TO B L D G 2 TY P I C A L R O O F I N G AT B U I L D I N G 1 TR I M PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S TR I M @ BL D G 4 TY P I C A L TR I M @ BL D G 3 TY P I C A L TR I M @ B L D G 3 TY P I C A L TYPICAL ROOFING@ BUILDING 3 6' T A L L W O O D F E N C E 4' T A L L W O O D F E N C E TY P I C A L G A B L E P O P O U T MA T E R I A L S @ B L D G 5 TYPICAL METALSKIRTING @ BLDG 5 TRIM & FASCIAS @BLDG 5, TYPICAL TOBLDG3STAINED CONCRETE WALLOUTDOOR AMPHITHEATERw/CONCRETE TERRACES MEMORY CARE COURTYARD LA T T I C E SH A D E AW N I N G TY P I C A L R O O F I N G AT B U I L D I N G 4 TY P I C A L R O O F I N G AT B U I L D I N G 3 TY P I C A L R O O F I N G AT B U I L D I N G 4 TY P I C A L R O O F I N G AT B U I L D I N G 1 TY P I C A L R O O F I N G AT B U I L D I N G 2 RE C E S S E D M E C H A N I C A L W E L L F O R R O O F T O P E Q U I P M E N T 12 / 1 7 / 1 2 - E l e v a t i o n M a t e r i a l s EL I 18" = 1 ' - 0 " R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A33, A34 (LODGE BLDGS).dwg, 1/14/2013 5:09:46 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5912.47 FF=5911.25 FF=5911.25FF=5911.25 FF=5913.13 AVG. GRADE (E) 15 ' - 5 " 5911.50 (E) LOW GRADE 5914.75 (E) HIGH GRADE FF=5911.25 FF=5906.7 AVG. GRADE (E)5905.10 (E) LOW GRADE 5908.5 (E) HIGH GRADE 29 ' - 8 14" FF=5912.47 FF=5903.47 FF=5912.47 FF=5903.47 SCALE: 1/8''=1'-0" PROPOSED GRADE TYP. EXISTING GRADE TYP. G3 G5 SCALE: 1/8''=1'-0" PROPOSED GRADE TYP. EXISTING GRADE TYP. ROCKERY WALLS PER SITE PLAN ROCKERY WALLS PER SITE PLAN LIGHT FIXTURE MOUNTED TO WALL BEHIND OPENING IN GAPPED BOARD WALL 1.SEE SHEET A-3.2 FOR MATERIAL SPECIFICATIONS 2.SEE SHEET A-3.8 FOR LIGHTING SPECIFICATIONS TRIM, TYP AT UNITS 20-21 WINDOWS, TYP AT UNITS 20-21 ROOFING, TYP AT UNITS 18-19 TRIM, TYP AT UNITS 18-19 1x8 VERTICAL CEDAR BOARDS w/1" GAPS STAIN PER SIDING S2 BOARD FORMED, STAINED CONCRETE WINDOWS, TYP AT UNITS 18-19 R: \ J o b F i l e s \ T r u c k e e \ 1 2 0 5 0 4 - P o l l a r d S t a t i o n \ P L O T S H E E T S \ 1 2 0 5 0 4 - A3 5 ( U N I T 1 8 - 2 1 ) . d w g , 1 / 1 4 / 2 0 1 3 5 : 0 9 : 5 6 P M , e l i , D W G T o P D F . p c 3 , 1 : 1 , C o p y r i g h t 2 0 1 2 M W A , I n c . - A l l p l a n s a r e p r o p e r t y o f M W A , I n c . & i s a n i n s t r u m e n t o f s e r v i c e . FF = 5 9 2 9 . 6 3 59 3 0 . 1 5 AV E R A G E G R A D E 17'-412" FF=5929.635929.3LOW POINT FF = 5 9 2 9 . 6 3 59 3 3 . 0 HI G H P O I N T HI G H P O I N T FF = 5 9 3 3 . 7 8 59 3 6 . 7 5 ' AV G . G R A D E ( E ) 15'-11" FF = 5 9 3 3 . 7 8 FF=5933.7 8 ɓ FF = 5 9 2 3 . 8 5 ' ɓ FF = 5 9 2 3 . 8 5 ' FF=5923.85'FF=5927.0'AVG. GRADE (E)21'-0" SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " TY P I C A L R O O F I N G , UN I T 2 2 TY P I C A L R O O F I N G , UN I T 2 3 TY P I C A L R O O F I N G , UN I T 2 4 TY P I C A L T R I M , UN I T 2 3 TY P I C A L T R I M , UN I T 2 4 TY P I C A L T R I M , UN I T 2 2 PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . 2: 1 C U T , M A X 4' T A L L ( M A X ) RO C K E R Y W A L L 2: 1 C U T , M A X 4' T A L L ( M A X ) RO C K E R Y W A L L 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A36 (UNITS 22,23,24).dwg, 1/14/2013 5:10:02 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. FF=5944.70'FF=5934.70' FF = 5 9 4 5 . 0 0 ' FF = 5 9 3 5 . 0 0 ' FF = 5 9 4 5 . 0 0 ' FF = 5 9 3 5 . 0 0 ' FF = 5 9 2 4 . 0 0 ' FF=5944.70'FF=5934.70'FF=5923.70' FF = 5 9 2 4 . 0 ' PA R K I N G FF = 5 9 3 5 . 0 ' 1S T F L O O R FF = 5 9 4 5 . 0 ' 2N D F L O O R 59 3 0 . 0 ' LO W P O I N T 59 4 2 . 0 ' HI G H P O I N T 26'-912" 59 3 6 . 0 ' AV E G R A D E 59 3 4 . 2 0 ' AV G . G R A D E ( E ) 59 3 0 . 6 5 ' (E ) L O W G R A D E 28'-1" FF = 5 9 4 4 . 7 0 ' FF = 5 9 3 4 . 7 0 ' FF = 5 9 2 3 . 7 0 ' 5937.75'(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE(E) HIGH GRADE FF = 5 9 4 5 . 0 0 ' FF = 5 9 3 5 . 0 0 ' FF = 5 9 2 4 . 0 0 ' FF=5944.70'FF=5934.70'FF=5923.70' SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " SC A L E : 1 / 8 ' ' = 1 ' - 0 " PR O P O S E D G R A D E T Y P . EX I S T I N G G R A D E T Y P . BO A R D F O R M E D C O N C R E T E BO A R D F O R M E D C O N C R E T E BOARD FORMED CONCRETE BRICK BR I C K TY P I C A L R A I L I N G AT 8 - P L E X E S TY P I C A L R O O F I N G AT 8 - P L E X E S TY P I C A L T R I M A N D FA S C I A S A T 8 - P L E X E S BOARD FORMED CONCRETE ±6 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N ±5 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N ±5' TALL ROCKERY WALLPER GRADING PLAN ±5 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N ±5 ' T A L L R O C K E R Y W A L L PE R G R A D I N G P L A N BRICK BR I C K 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A37 (UNIT 25-40).dwg, 1/14/2013 5:10:08 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2012 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service. 1. S E E S H E E T A - 3 . 2 F O R M A T E R I A L S P E C I F I C A T I O N S 2. S E E S H E E T A - 3 . 8 F O R L I G H T I N G S P E C I F I C A T I O N S R:\Job Files\Truckee\120504-Pollard Station\PLOT SHEETS\120504-A38 (LIGHTING SPECS).dwg, 1/16/2013 3:07:51 PM, eli, DWG To PDF.pc3, 1:1, Copyright 2013 MWA, Inc. - All plans are property of MWA, Inc. & is an instrument of service.