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HomeMy Public PortalAboutPollard Architectural Drawings 2-2013CO 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 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. 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 12:12) 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, 312" 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. 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.