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Home My WebLink AboutFile Documents.754 Moore Dr.0034.2018 (60).ARBKG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E E X - U E EX-UE E X - U E EX-UE E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V CTV CTV CTV CTV C T V C T V C T V C T V C T V C T V C T V C T V SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E C T V C T V C T V CTV CTV CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 0 - G e n e r a l . d w g L0-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 8 16 32 1"=16'-00" FIVE T R E E S L A N E MOORE D R I V E PROPOSED HOME GARAGE DRIVEW A Y POOL SPA FIRE S K I E A S E M E N T BUILDIN G E N V E L O P E ACTIVIT Y E N V E L O P E 10' UTIL I T Y E A S E M E N T EDGE O F R O A D W A Y PROPE R T Y L I N E SITE HARDSCAPE REFERENCE PLAN LIM I T O F P R O J E C T SC O P E O F W O R K 09/18/2018 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E E X - U E EX-UE E X - U E EX-UE E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V CTV CTV CTV CTV C T V C T V C T V C T V C T V C T V C T V C T V SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E C T V C T V C T V CTV CTV CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 0 - G e n e r a l . d w g L0-01B rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 8 16 32 1"=16'-00" 1 Area of Snowmelt. 4,293.10 SF. SNOWMELT REFERENCE NOTES 1 FIVE T R E E S L A N E GARAGE DRIVEW A Y S K I E A S E M E N T ACTIVIT Y E N V E L O P E EDGE O F R O A D W A Y PROPE R T Y L I N E 10' UTIL I T Y E A S E M E N T TYP. MOORE D R I V E PROPOSED HOME FIRE SITE SNOWMELT REFERENCE PLAN BUILDIN G E N V E L O P E LIM I T O F P R O J E C T SC O P E O F W O R K SPA LAWN POOL 09/18/2018 8259 8258.1 8257 82588257.5 8258 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E E X - U E EX-UE E X - U E EX-UE E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V CTV CTV CTV CTV C T V C T V C T V C T V C T V C T V C T V C T V SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E C T V C T V C T V CTV CTV CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 0 - G e n e r a l . d w g L0-01C rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 8 16 32 1"=16'-00" FIVE T R E E S L A N E S K I E A S E M E N T ACTIVIT Y E N V E L O P E EDGE O F R O A D W A Y PROPE R T Y L I N E 10' UTIL I T Y E A S E M E N T MOORE D R I V E SITE F.A.R. REFERENCE PLAN BUILDIN G E N V E L O P E 1 AREA OF F.A.R. 474.03 SF. OF STRUCTURE 30" ABOVE NATURAL GRADE SITE F.A.R. REFERENCE NOTES NOTE (Moore Family PUD Guide) ARTICLE IV: FLOOR AREA DEFINTION 3.(Decks, Balconies, Stairways and Similar Features) "Structures that exceed thirty (30) inches above natural or finished finished grade, and that are not covered by a roof of architectural projected from a building, are excempt from floor area for up to fifteen percent (15%) of the maximum floor area allowed. Any areas in excess of fifteen percent (15%) shall be counted toward floor area." (Maximum floor area of 6,000 SF and 15% of 6,000 is 900 SF) 2 LINE OF ROOF ABOVE (TYP.) 3 BREAKLINE OF 30" EXCESS 1 2 TYP.3 TYP. TYP. LIM I T O F P R O J E C T SC O P E O F W O R K LANDSCAPE F.A.R. ARCHITECTURAL F.A.R. POOL 09/18/2018 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E E X - U E EX-UE E X - U E EX-UE E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V CTV CTV CTV CTV C T V C T V C T V C T V C T V C T V C T V C T V SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E C T V C T V C T V CTV CTV CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 0 - G e n e r a l . d w g L0-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 8 16 32 1"=16'-00" S K I E A S E M E N T EVER G R E E N S C R E E N I N G NATIVE REVEGETATION EVERG R E E N S C R E E N I N G DECIDUOUS TREE PLANTING ONLY ALONG SKI EASEMENTFIVE T R E E S L A N E GARAGE DRIVEW A Y S K I E A S E M E N T ACTIVIT Y E N V E L O P E EDGE O F R O A D W A Y PROPE R T Y L I N E MOORE D R I V E 10' UTIL I T Y E A S E M E N T PROPOSED HOME SITE SOFTSCAPE REFERENCE PLAN BUILDIN G E N V E L O P E LIM I T O F P R O J E C T SC O P E O F W O R K LAWN 09/18/2018 Indicate the location of the green roof 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 0 - G e n e r a l . d w g L0-03 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 8 16 32 1"=16'-00" LX-01 LX-02 KEY PLAN 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 1 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 0 - G e n e r a l . d w g L0-04 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response 1.Aspen Survey Engineers, Inc. has prepared the survey for this project. It has been reformatted for use in and for preparation of these documents. Contractor shall obtain officially signed copy from Aspen Survey Engineers, Inc. (210 S Galena St, Suite 22, Aspen, CO 81611, phone 970-925-3816) and become familiar with it, the existing conditions and site context prior to construction. All discrepancies should be brought to the attention of the landscape architect for resolution immediately. The landscape architect is not responsible for errors or omissions associated with preparation or documentation of survey. 2.Contractor is responsible for determining means and methods for construction. These drawings may indicate a limit of proposed improvements, limits of site demolition, etc. for delineation of expected extents of disturbance. However, final impact shall be determined in the field. Should limits of disturbance exceed boundaries defined in drawings, contractor shall contact landscape architect for resolution. 3.Contractor is responsible for repairing all work disturbed by construction outside of limit lines defined on drawings or through his/her means and methods to a condition better than or equal to the existing conditions prior to commencement of construction at no additional cost to the owner. 4.Contractor is responsible for maintaining a complete up-to-date set of drawings and specifications at the construction site and ensuring the documents are readily available for review by the landscape architect and governing agency. 5.The drawings and specifications are complementary to one another and implied to correspond with one another. Any discrepancies should be brought to the attention of the landscape architect for resolution immediately. GENERAL NOTES LAYOUT NOTES 1.Layout and verify dimensions prior to construction. Bring discrepancies to the attention of the Landscape Architect. 2.Written dimensions take precedence over scale. Do not scale drawings. 3.Where dimensions are called as "equal," space referenced items equally, measured to their center lines. 4.Measurements are to face of building, wall or the fixed site improvement. Dimensions to center lines are indicated. 5.Install intersecting elements at 90 degree angles to each other unless otherwise noted or directed by Landscape Architect. 6.Provide expansion joints where concrete flatwork meets vertical structures such as walls, curbs, steps and building elements. LANDSCAPE PLANTING NOTES 1.Utility locations not known to Landscape Architect. Landscape Architect not responsible for utility and site of landscape improvements. If conflicts are found in actual site conditions, contractor shall bring conflicts to attention of Landscape Architect. 2.Verify locations of pertinent site improvements installed under other sections. If any part of this plan cannot be followed due to site conditions, contact Landscape Architect for instructions prior to commencing work. 3.Exact locations of plant materials to be approved by the Landscape Architect in the field prior to installation. Landscape Architect reserves the right to adjust plants to exact location in field. 4.Verify plant counts and square footages: Quantities are provided as Owner information only. If quantities on plant list differ from graphic indications, then graphics shall prevail. 5.Contact the local underground utility services for utility location and identification. 6.Perform excavation in the vicinity of underground utilities with care and if necessary, by hand. The Contractor bears full responsibility for this work and disruption or damage to utilities shall be repaired immediately at no expense to the Owner. 7.Trees shall bear same relation to finished grade as it bore to existing. 8.Provide matching forms and sizes for plant materials within each species and size designated on the drawings. 9.Align and equally space in all directions shrubs so designated per these notes and drawings. 10.Finish grades of shrub areas and lawns shall be 1 1/2 inches below adjacent paving or header to accommodate for mulch layer and sod height. 11.Remove all burlap and any wires entirely from rootballs of balled and burlaped plant materials. 12.Landscape Architect to review plant materials at source or by photographs prior to digging or shipping of plant materials. SITE DEMOLITION AND TREE PROTECTION LEGEND X X EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED TREE PROTECTION FENCING TABLE OF ABBREVIATIONS APPROX ARCH AVG B&B BC BF BLDG BM BOC BR BRG BS BW CAL CF CIP CL CLR CM CO CONT CY DEG DEMO DIA DIM DTL DWG E EA EL ELEC ENG EQ EQUIP EST E.W. EXIST EXP FFE FG FL FOC FT FTG GA GEN HP HT ID INV IN INCL JT LF LP MAX MH MIN MISC N NIC NO NOM NTS OC OD PC PE PERF PI PL PT PVC QTY R REF REINF REV ROW S SAN SD SEC SF SHT SIM SPECS SYM T&B TBC TC TF THK TOC TOPO TSL TRAS TR TS TW TYP VAR VERT VOL W/ W/O WT WL WWF YD @ APPROXIMATE ARCHITECT AVERAGE BALLED AND BURLAPPED BOTTOM OF CURB BOTTOM OF FOOTING BUILDING BENCHMARK BACK OF CURB BOTTOM OF RAMP BEARING BOTTOM OF STEP BOTTOM OF WALL CALIPER CUBIC FEET CAST IN PLACE CENTER LINE CLEARANCE CENTIMETER CLEAN OUT CONTINUOUS CUBIC YARD DEGREE DEMOLISH, DEMOLITION DIAMETER DIMENSION DETAIL DRAWING EAST EACH ELEVATION ELECTRICAL ENGINEER EQUAL EQUIPMENT ESTIMATE EACH WAY EXISTING EXPANSION, EXPOSED FINISHED FLOOR ELEVATION FINISHED GRADE FLOW LINE FACE OF CURB FOOT (FEET) FOOTING GAUGE GENERAL HIGH POINT HEIGHT INSIDE DIAMETER INVERT ELEVATION INCH(ES) INCLUDE(D) JOINT LINEAR FEET LOW POINT MAXIMUM MANHOLE MINIMUM MISCELLANEOUS NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF CURVATURE POLYURETHANE PERFORATED POINT OF INTERSECTION PROPERTY LINE POINT, POINT OF TANGENCY POLYVINYL CHLORIDE QUANTITY REFERENCE REINFORCE(D) REVISION, REVISED RIGHT OF WAY SANITARY STORM DRAIN SECTION SQUARE FOOT (FEET) SHEET SIMILAR SPECIFICATIONS SYMMETRICAL TOP AND BOTTOM TOP OF BACK CURB TOP OF CURB TOP OF FOOTING THICK TOP OF CONCRETE TOPOGRAPHY TOP OF SLAB TRANSFORMER TOP OF RAMP TOP OF STEP TOP OF WALL TYPICAL VARIES VERTICAL VOLUME WITH WITHOUT WEIGHT WEIR LEVEL WELDED WIRE FABRIC YARD AT MATERIALS LEGEND CONCRETE PAVING TYPE 1- SNOWMELT PAVER POOL COPING REINFORCED TURF CONCRETE WALL TYPE 1 CONCRETE WALL TYPE 2 STONE PAVING TYPE 1 STONE STEPS CONCRETE WALL TYPE 3 STONE PAVING TYPE 2 - SNOWMELT CONCRETE PAVING TYPE 2 - SNOWMELT SITE DETAIL KEYNOTES: 1.0 PAVEMENTS, RAMPS, CURBS 1.1 x/ Lx-01STONE PAVING TYPE 1 - Sand Set w/ Planting Joints SPEC. SECTION(S) 321400 RELATED DETAIL(S) KEYNOTE HEADING (PROPOSED IMPROVEMENT SYSTEM) KEYNOTE CALL-OUT KEYNOTE (SYSTEM) ITEM AND BRIEF DESCRIPTION PRIMARY KEYNOTE DETAIL REFERENCE (NUMBER AND SHEET) SPECIFICATION REFERENCE (CSI SECTION NUMBER MASTER FORMAT 2004 OR OTHER JURISDICTIONAL REQUIREMENT) NOTE: MULTIPLE SPECIFICATIONS MAY BE REFERENCED THE FOLLOWING LIST OF KEYNOTE HEADINGS (PROPOSED IMPROVEMENT SYSTEMS) HAVE BEEN INCORPORATED WITHIN THIS DRAWING SET: 1.0 PAVEMENT, RAMPS, AND CURBS 2.0 JOINTING 3.0 STEPS 4.0 SITE WALLS/EMBANKMENTS 5.0 SITE FURNITURE 6.0 RAILINGS, BARRIERS, AND FENCING 7.0 SITE LIGHTING 8.0 DRAINAGE 9.0 PLANTING AND LANDSCAPE 10.0 MISCELLANEOUS ELEMENTS 11.0 SIGNAGE NOTE: IF A KEYNOTE HEADING IS NOT INCORPORATED IN PROJECT, A "NOT USED AT THIS TIME" REFERENCE HAS BEEN PROVIDED. 3.2 TYP. SAMPLE KEYNOTE DRAWING CALLOUT: DETAIL/ SHEET x/ Lx-0x, x/ Lx-0x, x/ Lx-0x ADDITIONAL DETAIL REFERENCES (COMPOSITE SECTIONS/ELEVATIONS, OTHER SECTIONS, ELEVATIONS OR 3D DRAWINGS, AND/OR TRANSITION OR CONNECTION DETAILS) NOTE: MULTIPLE DETAILS MAY BE REFERENCED KEYNOTE LEGEND "x" REFERENCE NOTES 1 Final Location of Path to be Determined in Field Under Direction of Landscape Architect NOTE CALL-OUT SERIES SPECIFIC REFERENCE NOTE (SUPPLEMENTAL TO KEYNOTES. TYPICALLY DESCRIBES ITEMS TO BE CONSIDERED DURING CONSTRUCTION. MAY REFERENCE A DETAIL OR SPECIFICATION OR BOTH.) SAMPLE REFERENCE NOTE DRAWING CALLOUT: 5 TYP. NOTE: "x" Refers to Drawing Series (i.e. SITE DEMOLITION REFERENCE NOTES). THERE SHOULD BE SPECIFIC REFERENCE NOTES FOR EACH DRAWING SERIES. HOWEVER, SOME NOTES MAY APPEAR ON MULTIPLE SERIES. Comment#1 Rocky Mountain ColumbineASAquilegia saximontana 5 galBirch Leaf SpireaSBSpirea betufolia 2.5" cal.Quaking AspenPT-2.5 Populus tremuloides GRASSES/ TURF GROUNDCOVERS/ PERENNIALS SHRUBS TREES NOTESSIZEQTY.COMMON NAMEBOTANICAL NAMEABBR. PLANT LIST 12" 1.5' see plans SPACE 137 110 3" cal.Quaking AspenPT-3 Populus tremuloides see plans20 5 galBailey DogwoodCSCornus sericia 'Baileyi'see plans113 8-12 PLS/ acre (.275 PLS/ 1,000SF) NR Native Revegetation See SpecsPPPoa pratensis 'Black Night' LarkspurDBDelphinium 'Black Knight' 10,927 SF 293 SFKentucky Bluegrass Blue CranesbillGJGeranium 'Johnson's Blue' 111 245 #1 #1 5 galSnowberrySOSymphoricarpos oreophilus see plans 5 galCommon JuniperJCJuniper communis see plans 68 48 3" cal.PTM-3 Populus tremuloides see plans25 16' Colorado SprucePP-18 Picea pungens see plans3 18' PP-20 Picea pungens see plans6 20' Quaking Aspen Colorado Spruce 35 Colorado SprucePP-12 Picea pungens see plans16 12' PP-14 Picea pungens see plans12 14' PP-16 Picea pungens see plans8 Colorado Spruce Colorado Spruce AG-3 Acer Ginnala see plans2 3' cal.Amur Maple Male FernDFDryopteris filix-mas465 #1 Virginia creeperPQParthenocisus quinquefolia474 #1 5 gal'Bailey's Compact' ViburnumVTV. trilobum 'Baily's Compact'2.3'12 5 galJapanese SpireaSJSpirea japonica 'Froebelii'1.5'78 12" 12" 12" 12" Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment Comment 'May Night' Meadow SageSSSalvia sylvestris 'May Night'267 #112" * MULCH TYPE: NATURAL SHREDDED FIBER FREE FROM DELETERIOUS MATERIALS. * A PLANTAGO-ASED TACKIFIER OR SIMILAR, APPROVED PRODUCT WILL BE APPLIED ON ALL REVEGETATION AREAS AT THE RATE OF 150LBS. PER ACRE. * FERTILIZER AND ORGANIC SOIL AMENDMENTS: WELL-COMPOSTED, STABLE AND WEED-FREE ORGANIC MATTER, PH RANGE OF 5.5 TO 8; COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST AN SLOW-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES IN A COMPOSITION AS RECOMMENDED IN THE SOIL ANALYSIS. TIME OF APPLICATION: TWICE PER YEAR AS RECOMMENDED BY PRODUCT MANUFACTURER. See SpecsPPRPoa pratensis - Reinforced 487 SFKentucky Bluegrass TV Thymus vulgaris1435 #112"Garden Thyme Comment Comment PLANT IDENTIFICATION KEY (3) CSI-5 PLANT SIZE (i.e. CALIPER, HEIGHT OR CONTAINER SIZE) PLANT ABBREVIATION (2-3 LETTERS, TYPICALLY FIRST LETTER FROM PLANT'S BOTANICAL FIRST AND LAST NAME) QUANTITY NOTE: PLANT ABBREVIATION ON PLANT IDENTIFICATION KEY SHOULD CORRESPOND WITH ABBREVIATION ON PLANT LIST (i.e. CSI-5 SHOULD REFER TO A CORNUS SERICEA 'ISANTI', 5 GALLON CONTAINER) PLANTING LEGEND PROPOSED DECIDUOUS SHRUB PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED EVERGREEN SHRUB SYMBOLS LEGEND PROPERTY LINE EASEMENT EXISTING CONTOURS PROPOSED CONTOURS5224 ACTIVITY ENVELOPE BUILDING ENVELOPE SAMPLE SECTION DETAIL REFERENCE 3 L7-04 1 L7-01 MATCHLINE - SEE SHEET Lx-03 LIMIT OF PROJECT SCOPE OF WORK SAMPLE ELEVATION DETAIL REFERENCE SAMPLE MACHLINE SAMPLE LIMIT LINE 5224 ARCHITECTURAL ROOF LINE GENERAL INFORMATION SITE SOILS LEGEND SOIL TYPE 1: SHRUBS, PERENNIALS, AND LAWN SOIL TYPE 2: TREES SOIL TYPE 3: NATIVE REVEGETATION SITE HYDROZONE LEGEND MEDIUM WATER USE (4,682 SF) LOW WATER USE (6,236 SF) LOW WATER USE - NATIVE REVEGETATION (6,173 SF) HIGH WATER USE (779 SF) 09/18/2018 Reference the location of the hydrozone plan by page/sheet(s) Include the language of Section 5.3- Non-living Landscaping Criteria on this sheet Indicate the composition of each of these soil types. All soils must comply at minimum with WELS Section 5.1 Soil Criteria G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX - U E EX- U E EX- U E EX- U E EX - U E EX- U E EX- U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V C T V CTV C T V CTV C T V C T V C T V C T V C T V C T V C T V CT V CT V 123 122 121105 126 124 115 113 111 112 120 119 118 117 116100 101 99 88 87 79 78 76 77 7574 72 73 56 57 58 59 63 60 61 62 64 65 49 4847 4039 37 38 44 4342 46 34 35 36 24 25 26 27 28 1918 15 1611 12 10 5 6 8 9 7432 1 13 17 14 22 2921 41 23 30 31 32 33 52 53 54 5550 66 67 68 69 70 83 84 8582 81 94 96 97 98 86 71 109 108 110 106 107 92 93 80 128 8260 8255 8265 8270 8275 8280 45 51 104 102 103 90 91 20 89 95 100A 125 C T V C T V CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV 136 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV 182 181 180 172 171 183 184 164 165 166 173 186 187 188 189 190 191175 174 167 154 155 141 142 143 146 144 145 156 168 179 178 177 193 192 197 196 198 199 200 201202 203 195 194169 170 158 159 163 162 161 160 149148 147 133 134 135123 122 121 129 131 132 130 105 150 151 157 176 153 152140 139 138 137 126 124 115 113 111 112 120 119 118 117 116100 101 99 88 87 79 78 76 77 7574 72 73 56 57 58 59 63 60 61 62 64 65 49 4847 4039 37 38 44 4342 46 34 35 36 24 25 26 27 28 1918 15 1611 12 10 5 6 8 9 7432 1 13 17 14 22 2921 41 23 30 31 32 33 52 53 54 5550 66 67 68 69 70 83 84 8582 81 94 96 97 98 86 71 109 108 110 106 107 92 93 80 127 128 8260 8255 8265 8270 8275 8280 8280 8275 8270 8265 8260 8255 825 0 8245 45 51 185 104 102 103 90 91 20 89 95 100A 204 125 CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV 136 11.1 2 TYP. TYP. 1 TYP. PROPE R T Y B O U N D A R Y ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) FIVE T R E E S L A N E MOORE D R I V E EDGE O F R O A D W A Y ( T Y P . ) ACTIVIT Y E N V E L O P E LIM I T O F P R O J E C T SC O P E O F W O R K M A T C H L I N E S E E S H E E T L 1 - 0 2 3 TYP. 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 3 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 1 - V e g e t a t i o n P r o t e c t i o n a n d R e m o v a l P l a n . d w g L1-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" 1 Existing deciduous tree to remain. Do not disturb. Protect in place. VEGETATION PROTECTION AND REMOVAL REFERENCE NOTES 2 Existing coniferous tree to remain. Do not disturb. Protect in place. 3 Existing tree to be removed. SITE KEYNOTES:DETAIL / SHEET 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 1 / L7-11 SPEC. SECTION 015639 RELATED DETAILS SCALE: 1"=10'-00" VEGETATION PROTECTION AND REMOVAL PLAN TREE REMOVED: PERMIT #2017-117 MITIGATION TOTAL: $11,164.47 DATE SUBMITTED: 8.18.2017 DATE ISSUED: 10.5.2017 TREE TO BE REMOVED: PERMIT #2017-117 (ADD) MITIGATION TOTAL: $11,411.75 NOTE: MITIGATION TOTAL: PERMIT #2017-117 $22,576.22 09/18/2018 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E 182 181 180 172 171 183 184 164 165 166 173 186 187 188 189 190 191175 174 167 154 155 141 142 143 146 144 145 156 168 179 178 177 193 192 197 196 198 199 200 201202 203 195 194169 170 158 159 163 162 161 160 149148 147 133 134 135123 122 121 129 131 132 130 105 150 151 157 176 153 152140 139 138 137 126 124 115 113 111 112 120 119 118 117 116100 101 99 88 87 68 69 70 83 84 8582 81 94 96 97 98 86 71 109 108 110 106 107 92 93 80 127 128 8275 8280 8280 8275 827 0 8265 8260 8255 82 5 0 8245 185 104 102 103 90 91 89 95 100A 204 125 CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V 136 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV 182 181 180 172 171 183 184 164 165 166 173 186 187 188 189 190 191175 174 167 154 155 141 142 143 146 144 145 156 168 179 178 177 193 192 197 196 198 199 200 201202 203 195 194169 170 158 159 163 162 161 160 149148 147 133 134 135123 122 121 129 131 132 130 105 150 151 157 176 153 152140 139 138 137 126 124 115 113 111 112 120 119 118 117 116100 101 99 88 87 79 78 76 77 7574 72 73 56 57 58 59 63 60 61 62 64 65 49 4847 4039 37 38 44 4342 46 34 35 36 24 25 26 27 28 1918 15 1611 12 10 5 6 8 9 7432 1 13 17 14 22 2921 41 23 30 31 32 33 52 53 54 5550 66 67 68 69 70 83 84 8582 81 94 96 97 98 86 71 109 108 110 106 107 92 93 80 127 128 8260 8255 8265 8270 8275 8280 8280 8275 8270 8265 8260 8255 825 0 8245 45 51 185 104 102 103 90 91 20 89 95 100A 204 125 CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV 136 2 TYP. 3 TYP. 11.1 TYP. PROPE R T Y L I N E ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) EDGE O F R O A D W A Y ( T Y P . ) ACTIVIT Y E N V E L O P E FIVE T R E E S L A N E MOORE D R I V E M A T C H L I N E S E E S H E E T L 1 - 0 1 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 3 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 1 - V e g e t a t i o n P r o t e c t i o n a n d R e m o v a l P l a n . d w g L1-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" 1 Existing deciduous tree to remain. Do not disturb. Protect in place. VEGETATION PROTECTION AND REMOVAL REFERENCE NOTES 2 Existing coniferous tree to remain. Do not disturb. Protect in place. 3 Existing tree to be removed. SITE KEYNOTES:DETAIL / SHEET 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 1 / L7-11 SPEC. SECTION 015639 RELATED DETAILS SCALE: 1"=10'-00" VEGETATION PROTECTION AND REMOVAL PLAN LIMIT O F P R O J E C T SCOPE O F W O R K 1 TYP. TREE REMOVED: PERMIT #2017-117 MITIGATION TOTAL: $11,164.47 DATE SUBMITTED: 8.18.2017 DATE ISSUED: 10.5.2017 TREE TO BE REMOVED: PERMIT #2017-117 (ADD) MITIGATION TOTAL: $11,411.75 NOTE: MITIGATION TOTAL: PERMIT #2017-117 $22,576.22 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 3 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 1 - V e g e t a t i o n P r o t e c t i o n a n d R e m o v a l P l a n . d w g L1-03 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" 1 Existing deciduous tree to remain. Do not disturb. Protect in place. VEGETATION PROTECTION AND REMOVAL REFERENCE NOTES 2 Existing coniferous tree to remain. Do not disturb. Protect in place. 3 Existing tree to be removed. SITE KEYNOTES:DETAIL / SHEET 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 1 / L7-11 SPEC. SECTION 015639 RELATED DETAILS SCALE: 1"=10'-00" VEGETATION PROTECTION AND REMOVAL PLAN #SPECIES DIAMETER DRIPLINE #SPECIES DIAMETER DRIPLINE #SPECIES DIAMETER DRIPLINE #SPECIES DIAMETER DRIPLINE 126 CONIFER 4 6 127 ASPEN 10 10 128 ASPEN 3 5 129 ASPEN 7 8 130 ASPEN 7 9 131 ASPEN 5 8 132 ASPEN 10 10 133 ASPEN 4 5 134 ASPEN 5 7 135 ASPEN 5 8 136 CONIFER 3 8 137 CONIFER 3 5 138 CONIFER 3 4 139 CONIFER 3 7 140 CONIFER 5 6 141 ASPEN 9 10 142 ASPEN 3 8 143 ASPEN 5 7 144 ASPEN 3 7 145 ASPEN 4 7 146 ASPEN 6 8 147 ASPEN 9 10 148 ASPEN 9 8 149 ASPEN 5 8 150 ASPEN 3 5 151 ASPEN 4 5 152 CONIFER 4 6 153 ASPEN 10 12 154 ASPEN 10 10 155 ASPEN 4 10 156 ASPEN 9 8 157 CONIFER 5 6 158 ASPEN 4 6 159 ASPEN 6 8 160 ASPEN 4 6 161 ASPEN 10 10 162 ASPEN 4 6 163 ASPEN 3 6 164 CONIFER 7 8 165 ASPEN 4 8 166 ASPEN 8 8 167 ASPEN 11 8 168 ASPEN 9 10 169 ASPEN 5 6 170 ASPEN 9 7 171 CONIFER 6 7 172 ASPEN 3 6 173 ASPEN 6 6 174 ASPEN 10 10 175 ASPEN 3 7 176 ASPEN 3 6 177 ASPEN 6 8 178 ASPEN 7 10 179 ASPEN 7 8 180 CONIFER 4 6 181 CONIFER 5 5 182 ASPEN 5 8 183 ASPEN 6 9 184 ASPEN 3 7 185 OAK 3 6 186 ASPEN 4 8 187 ASPEN 4 7 188 ASPEN 3 6 189 ASPEN 4 7 190 ASPEN 6 9 191 ASPEN 6 9 192 ASPEN 8 8 193 ASPEN 6 8 194 ASPEN 8 8 195 ASPEN 9 8 196 ASPEN 5 6 197 ASPEN 4 5 198 ASPEN 9 8 199 ASPEN 9 10 200 ASPEN 8 8 201 ASPEN 5 10 202 ASPEN 6 8 203 ASPEN 4 8 204 ASPEN 6 8 100A OAK 3 NA #SPECIES DIAMETER DRIPLINE 1 ASPEN 4 8 2 ASPEN 11 12 3 ASPEN 7 10 4 ASPEN 4 6 5 ASPEN 7 11 6 ASPEN 8 8 7 ASPEN 9 12 8 ASPEN 6 8 9 ASPEN 7 10 10 ASPEN 3 6 11 ASPEN 8 8 12 ASPEN 3 8 13 ASPEN 3 7 14 ASPEN 3 6 15 ASPEN 8 12 16 CONIFER 5 7 17 ASPEN 5 8 18 ASPEN 6 8 19 ASPEN 4 8 20 OAK 5 7 21 ASPEN 4 8 22 ASPEN 8 10 23 ASPEN 6 9 24 ASPEN 6 9 25 ASPEN 9 9 #SPECIES DIAMETER DRIPLINE #SPECIES DIAMETER DRIPLINE #SPECIES DIAMETER DRIPLINE #SPECIES DIAMETER DRIPLINE 26 ASPEN 3 6 27 CONIFER 4 6 28 ASPEN 4 7 29 ASPEN 5 7 30 ASPEN 9 10 31 ASPEN 8 10 32 ASPEN 6 10 33 ASPEN 7 10 34 ASPEN 9 11 35 ASPEN 6 7 36 ASPEN 8 9 37 ASPEN 3 7 38 ASPEN 7 7 39 ASPEN 6 6 40 ASPEN 4 8 41 ASPEN 5 8 42 ASPEN 4 8 43 ASPEN 5 9 44 ASPEN 8 9 45 ASPEN 7 9 46 CONIFER 3 4 47 ASPEN 5 7 48 CONIFER 7 10 49 ASPEN 6 10 50 ASPEN 7 9 51 OAK 3 8 52 ASPEN 10 10 53 ASPEN 6 8 54 ASPEN 4 8 55 ASPEN 6 8 56 ASPEN 6 10 57 ASPEN 7 10 58 ASPEN 3 6 59 ASPEN 3 5 60 ASPEN 5 7 61 ASPEN 4 6 62 ASPEN 6 7 63 ASPEN 5 7 64 ASPEN 4 7 65 ASPEN 6 8 66 ASPEN 5 7 67 ASPEN 3 5 68 ASPEN 8 11 69 ASPEN 6 8 70 ASPEN 5 10 71 ASPEN 3 8 72 ASPEN 6 10 73 ASPEN 6 8 74 CONIFER 3 4 75 ASPEN 8 8 76 ASPEN 5 8 77 ASPEN 6 8 78 ASPEN 6 7 79 CONIFER 4 4 80 ASPEN 8 10 81 ASPEN 7 10 82 ASPEN 4 7 83 ASPEN 9 12 84 ASPEN 4 8 85 ASPEN 8 10 86 ASPEN 3 10 87 CONIFER 6 4 88 CONIFER 6 7 89 ASPEN 4 7 90 OAK 4 7 91 OAK 3 4 92 CONIFER 6 5 93 ASPEN 7 7 94 ASPEN 7 7 95 ASPEN 8 10 96 ASPEN 4 8 97 ASPEN 5 8 98 ASPEN 4 7 99 CONIFER 5 6 100 ASPEN 5 8 101 ASPEN 5 7 102 OAK 4 6 103 OAK 4 5 104 OAK 4 4 105 ASPEN 5 8 106 ASPEN 4 7 107 ASPEN 9 10 108 ASPEN 3 6 109 ASPEN 5 9 110 ASPEN 6 8 111 ASPEN 3 5 112 ASPEN 3 6 113 CONIFER 5 5 114 CONIFER 6 4 115 CONIFER 5 4 116 ASPEN 8 10 117 ASPEN 5 7 118 ASPEN 5 7 119 ASPEN 3 6 120 ASPEN 7 8 121 ASPEN 3 7 122 ASPEN 5 7 123 ASPEN 5 8 124 CONIFER 6 6 125 CONIFER 6 6 TREE REMOVED: PERMIT #2017-117 MITIGATION TOTAL: $11,164.47 DATE SUBMITTED: 8.18.2017 DATE ISSUED: 10.5.2017 TREE TO BE REMOVED: PERMIT #2017-117 (ADD) MITIGATION TOTAL: $11,411.75 NOTE: MITIGATION TOTAL: PERMIT #2017-117 $22,576.22 09/18/2018 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V C T V CTV C T V CTV C T V C T V C T V C T V C T V C T V C T V CT V CT V C T V C T V CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 4 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 3 - M a t e r i a l s . d w g L3-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 1 Roof (Refer to Architectural Dwgs.) MATERIAL REFERENCE NOTES 2 Finished Building Face (Refer to Architectural Dwgs.) 3 Existing Tree to be Preserved 4 PLANTING AREA - PA Building Columns (Refer to Architectural Dwgs.) 5 Lower Level (Refer to Architectural Dwgs.) 6 Window Well (Refer to Architectural Dwgs.) PLANTING AREA OVER STRUCTURE - PAS 7 Gate (Refer to Architectural Dwgs.) 8 Wall (Refer to Architectural Dwgs.) 9 Reinforced Grass (Refer to Civil Dwgs.) 10 Boulder Retaining Wall (Refer to Civil Dwgs.) 11 Spa (Refer to Pool Design Dwgs.) 12 Pool (Refer to Pool Design Dwgs.) NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" SCALE: 1"=10'-00" SITE MATERIALS PLAN 1 6.1 PROPE R T Y B O U N D A R Y ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) FIVE T R E E S L A N E MOORE D R I V E GARAGE 1.1 4.1 2 TYP. TYP. PA PA 3 TYP. EDGE O F R O A D W A Y ( T Y P . ) TYP. BUILDIN G L7-11 1 M A T C H L I N E S E E S H E E T L 3 - 0 2 ACTIVIT Y E N V E L O P E L7-11 2 2.2 TYP.11.1 TYP. PA PA PA 1.4 TYP. TYP. 7 LIM I T O F P R O J E C T SC O P E O F W O R K 5 TYP. TYP. ENVEL O P E 6.3 TYP. 4.2 TYP.2.4 6.2TYP. TYP. TYP. 10.3 8 8 2.1 8.1TYP. 10 8.2 TYP. 1.2 1.110.6 PA 3L 7 - 1 3 4 L 7 - 1 2 2 L 7 - 1 3 09/18/2018 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 4 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 3 - M a t e r i a l s . d w g L3-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 1 Roof (Refer to Architectural Dwgs.) MATERIAL REFERENCE NOTES 2 Finished Building Face (Refer to Architectural Dwgs.) 3 Existing Tree to be Preserved 4 PLANTING AREA - PA Building Columns (Refer to Architectural Dwgs.) 5 Lower Level (Refer to Architectural Dwgs.) 6 Window Well (Refer to Architectural Dwgs.) PLANTING AREA OVER STRUCTURE - PAS 7 Gate (Refer to Architectural Dwgs.) 8 Wall (Refer to Architectural Dwgs.) 9 Reinforced Grass (Refer to Civil Dwgs.) 10 Boulder Retaining Wall (Refer to Civil Dwgs.) 11 Spa (Refer to Pool Design Dwgs.) 12 Pool (Refer to Pool Design Dwgs.) NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" SCALE: 1"=10'-00" SITE MATERIALS PLAN 3 PROPE R T Y L I N E ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) GARAGE EDGE O F R O A D W A Y ( T Y P . ) L7-12 1 MAIN HOME ACTIVIT Y E N V E L O P E BUILDIN G E N V E L O P E 2 L 7 - 1 2 L7-12 3 PA PA PA PA PA PA 1 2 TYP. TYP. L7-12 2 4.3 TYP.6.1 TYP. 1.1 TYP. FIVE T R E E S L A N E MOORE D R I V E M A T C H L I N E S E E S H E E T L 3 - 0 1 4 6 3.1 TYP. 11.1 1.3TYP. PA LIMIT O F P R O J E C T SCOPE O F W O R K PASP A S 10.5 8.3 TYP. 10.1 TYP. 4.1TYP. 9 TYP. 10.2 TYP. 8.1 TYP. 8 8 1.4 PAS PA 8.2 TYP. 5 10.5 TYP. 3.1 11 1.6 TYP. 12 2.3 1.7 1.8 8.3 4.2TYP. TYP. 1.2 10.4 1 L 7 - 1 3 4 L 7 - 1 3 09/18/2018 6. 0 0 ' 1' - 0 " 1' - 0 " 6. 0 0 ' 4.82' TYP. OF 10 18 . 0 0 ' 18.00' 3.00' 24 . 0 0 ' EQ. 10.00' 6.0 0 ' 9. 0 0 ' APP R O X . 5 ' - 0 " EQ T Y P . O F 1 7 1. 7 9 ' APPROX. 5 ' - 0 " EQ TYP. O F 1 9 ALI G N 4. 6 6 ' 8.5 0 ' T Y P EQ. 4.12 ' APP R O X . 5 ' - 0 " EQ . T Y P . O F 2 4 5.95' 3. 9 5 ' 5. 9 5 ' 2.92' 2. 5 0 ' 2. 5 0 ' 12 . 0 0 ' 9. 0 0 ' ALIGN 47.80' APPROX. 2 . 5 9 ' EQ. OF 4 ALIGN ALIGN JOINT TO CENTER OF DOOR ALIGN ALIGN EQ. TYP. O F 5 EQ. TYP. OF 3 EQ. TYP . OF 3 ALIGN ALIGN ALIGN 95.39' 68.28 ' 17. 1 2 ' 88.72' 63.10 ' 7.15' 50. 1 8 ' 2. 6 2 ' 27.67' 4. 2 1 ' 54.83'14 . 9 6 ' 7. 7 9 ' 4. 2 1 ' 21.98' 6.90'9. 2 8 ' 21.25' 6.53' 0.75'5. 0 0 ' APPROX. 3 . 0 0 ' E Q . T Y P . O F 1 8 ALIGN APPROX. 3 ' - 0 " E Q . T Y P . O F 9 AP P R O X . 2 . 8 3 ' EQ . T Y P . O F 5 6 . 0 0 ' 1 ' - 0 " 1 ' - 0 " 6 . 0 0 ' 4.82' TYP. O F 10 1 8 . 0 0 ' 18.00' 3.00' 2 4 . 0 0 ' 6.0 0 ' 9 . 0 0 ' AP P R O X . 5 ' - 0 " EQ T Y P . O F 1 7 1 . 7 9 ' APPRO X . 5 ' - 0 " EQ TYP . O F 1 9 AL I G N 4 . 6 6 ' 8.5 0 ' T Y P 4. 1 2 ' AP P R O X . 5 ' - 0 " EQ . T Y P . O F 2 4 5.95' 3 . 9 5 ' 5 . 9 5 ' 2.92' 2 . 5 0 ' 2 . 5 0 ' 1 2 . 0 0 ' 9 . 0 0 ' ALIGN 47.80' APPRO X . 2 . 5 9 ' EQ. OF 4 ALIGN JOINT TO CENTER OF DOOR ALIGN ALIGN EQ. TYP . O F 5 ALIGN ALIGN 95.39' 68.2 8 ' 17 . 1 2 ' 88.72' 63.1 0 ' 7.15' 50 . 1 8 ' 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 5 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 4 - L a y o u t . d w g L4-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" 1 Center on Door (Refer to Architectural Dwgs.) LAYOUT REFERENCE NOTES 2 Align to Finished Facade (Refer to Architectural Dwgs.) SCALE: 1"=10'-00" SITE LAYOUT PLAN PROPE R T Y B O U N D A R Y ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) FIVE T R E E S L A N E MOORE D R I V E GARAGE EDGE O F R O A D W A Y ( T Y P . ) BUILDIN G E N V E L O P E ACTIVIT Y E N V E L O P E M A T C H L I N E S E E S H E E T L 4 - 0 2 LIMIT O F P R O J E C T SCOPE O F W O R K 09/18/2018 6 . 0 0 ' 6 . 0 0 ' 4.82' TYP. O F 10 1 8 . 0 0 ' 18.00' 3.00' 2 4 . 0 0 ' EQ. 10.00' 9 . 0 0 ' 1 . 7 9 ' EQ. 2.92' 2 . 5 0 ' 2 . 5 0 ' 1 2 . 0 0 ' 9 . 0 0 ' ALIGN 47.80' APPRO X . 2 . 5 9 ' EQ. OF 4 ALIGN ALIGN JOINT TO CENTER OF DOOR ALIGN ALIGN EQ. TYP . O F 5 EQ. TYP . OF 3 EQ. TYP . OF 3 ALIGN ALIGN 95.39' 88.72' 2 . 6 2 ' 27.67' 4 . 2 1 ' 54.83'1 4 . 9 6 ' 7 . 7 9 ' 4 . 2 1 ' 21.98' 6.90' 9 . 2 8 ' 21.25' 6.53' 0.75'5 . 0 0 ' APPRO X . 3 . 0 0 ' E Q . T Y P . O F 1 8 ALIGN APPRO X . 3 ' - 0 " E Q . T Y P . O F 9 A P P R O X . 2 . 8 3 ' E Q . T Y P . O F 5 EQ. 10.00' 8.5 0 ' T Y P EQ. 4.12 ' APP R O X . 5 ' - 0 " EQ . T Y P . O F 2 4 5.95' 3. 9 5 ' 5. 9 5 ' 2.92' 2. 5 0 ' 2. 5 0 ' 12 . 0 0 ' 9. 0 0 ' 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 5 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 4 - L a y o u t . d w g L4-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" 1 Center on Door (Refer to Architectural Dwgs.) LAYOUT REFERENCE NOTES 2 Align to Finished Facade (Refer to Architectural Dwgs.) SCALE: 1"=10'-00" SITE LAYOUT PLAN PROPE R T Y L I N E ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) GARAGE EDGE O F R O A D W A Y ( T Y P . ) ACTIVIT Y E N V E L O P E BUILDIN G E N V E L O P E FIVE T R E E S L A N E MOORE D R I V E M A T C H L I N E S E E S H E E T L 4 - 0 1 MAIN HOME 22 22 2 1 LIMIT O F P R O J E C T SCO P E O F W O R K 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 7 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 1 CONCRETE PAVING TYPE 1 - SNOWMELT 1" = 1' - 00" 1.1 RIGID INSULATION BOARD (R-10MIN.) COMPACTED SUBGRADE COMPACTED CRUSHED AGGREGATE BASE 2" 8" POURED IN PLACE CONCRETE SLAB W/ INTEGRAL COLOR, SNOWMELT, AND REINFORCING AS REQUIRED (REFER TO CIVIL, STRUCTURAL & MEP DRAWINGS.)7" SANDBLAST FINISH 3 STONE PAVING TYPE 1 1" = 1' - 00" 1.3 4 STONE PAVING TYPE 2 - SNOWMELT 1" = 1' - 00" 1.4 5 Turf-Reinforced 1" = 1' 00" 1.5 PLAN 2'-4" 1'-2"91 4" 11 4" 31 4"43 4" GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES COMPACTED SUB-GRADE 8" COMPACTED CRUSHED AGGREGATE ROAD BASE. SEE ENLARGEMENT. HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER. RINGS FILLED WITH PLANTING SOIL / SAND MIX. 1 2" COMPACTED CRUSHED AGGREGATE ROAD BASE. ROOT MASS TO FILL GRASSPAVE2 TOP OF GRASS ROOT MASS (1 4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP-FIT FASTENERS SECTION NOTE: TURF GRASS PER LANDSCAPE ARCHITECT SPECIFICATION ENLARGEMENT ADJACENT CONCRETE SLAB COMPACTED CRUSHED AGGREGATE ROAD BASE. GRASS FILLED GRASSPAVE2 UNITS 30 MIL. IMPERMEABLE EPDM. OR RIGID LINER 1' - 0 " 12" BELOW BASE COURSE DEPTH GRASSPAVE2 RINGS FILLED WITH PLANTING SOIL / SAND MIX. GRASS: THIN CUT SOD HYDROGROW - SOIL AMMENDMENT/FERTILIZER MIX - BELOW RINGS COMPACTED CRUSHED AGGREGATE ROAD BASE. COMPACTED SUB-GRADE. PER GEO-TECHNICAL ROAD REQUIREMENTS. 1 4" 1 1 4" ADJACENT CONCRETE / PAVING ON SLAB CONDITION METAL EDGING CONDITION 2. 5 " STONE PAVING TYP.PITCH TO DRAIN SEE PLANS. VARIES (SEE PLAN) MORTAR SETTING BED 1" COMPACTED CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 5" 8" CIP CONCRETE W/ REINFORCING AS REQ'D. (REFER TO STRUCTURAL AND CIVIL DWGS.) SECTION PLAN 1'-0"2'-0"2'-6" 1'-6" TYP.TYP.TYP. TYP.VA R I E S SE E P L A N 1' - 4 " t o 1 ' - 1 0 " 1.3 1.4 5" COMPACTED SUB GRADE CRUSHED AGGREGATE BASE CIP CONCRETE W/ REINFORCING AND SNOWMELT AS REQ'D. (REFER TO STRUCTURAL, MEP AND CIVIL DWGS.) 8" 2" R-10 INSULATION BOARD MORTAR SETTING BED1" SECTION 2. 5 " VARIES (SEE PLAN) PITCH TO DRAIN SEE PLANS. STONE PAVING COMPACTED SUBGRADE COMPACTED CRUSHED AGGREGATE BASE 5" 8" POURED IN PLACE CONCRETE SLAB W/ SNOWMELT AND REINFORCING AS REQUIRED (REFER TO CIVIL & MEP DRAWINGS.) PITCH TO DRAIN, SEE PLANS 2" RIGID INSULATION BOARD (R-10MIN.) 2 CONCRETE PAVING TYPE 2 - SNOWMELT 1" = 1' - 00" 1.2 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 7 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 2 POOL AND SPA COPING TYPE 2 1" = 1' 00" 1.71POOL AND SPA COPING TYPE 1 1" = 1' - 00" 1.6 ELEVATION (TYP.) AUTOMATIC COVER TRACK CHANNEL TILE (RUNNING BOND PATTERN) POOL FINISH VARIES (SEE PLAN) 1" 2.5 658" 1" 2"1 8" 212" SECTION B VARIES (SEE PLAN) 1" 1'-5" 1 2" 1'-2" 212" 1" VARIES (SEE PLAN) POOL SHELL, SEE POOL DESIGN DWGS. DECK SUPPORT WALL, SEE STRUCTURAL DWGS. 1" EDGE ENLARGEMENT 3" = 1'-0" 1" 212" 1" WATERPROOF CAULK JOINT 658" R1 4" AUTOMATIC COVER TRACK CHANNEL R 14" 2.5 NOTE: POOL COPING 9" MINIMUM. LOCATION OF SLIP JOINT VARIES, SEE PLANS. STONE COPING 6" MAX. STONE PAVER COPING MORTAR SETTING BED POOL FINISH TILE BAND SLOT DRAIN, (REFER TO CIVIL DWGS.) GEO-TEXTILE BOND BREAK NOTE: REFER TO WATER DESIGN DRAWINGS FOR POOL AND SPA DESIGN SECTION A SECTION B SECTION C 8.3 TYP.TYP. POOL AND SPA COPING PLAN 1 8"=1'-00" TYP. POOL SPA 1.6 1.7 1.8 10.4 2.5 STRUCTURAL WALL BELOW POOL WALL BELOW SECTION A FINISHED SURFACE. SEE PLAN. 1'-51 2" COPING POOL SHELL, SEE POOL DESIGN DWGS 212" 1" 1'-51 2" POOL FINISH MORTAR, SECURE COPING TO POOL SHELL TILE BAND DECK SUPPORT WALL, SEE STRUCTURAL DWGS 3 POOL AND SPA COPING TYPE 3 1" = 1' 00" 1.8 SECTION C 212" REMOVABLE WALK-ON LID WITH STONE PAVING 4" 1'-10" 212" 4" 3" SPA POOL/SPA VAULT DRAIN, (SEE POOL DESIGN DWGS.) POOL/SPA SHELL, (SEE POOL DESIGN DWGS.) MORTAR SETTING BED 2.5 1'-10" 3" 1.3 SLIP JOINT POOL/SPA COVER IN VAULT, SEE POOL DESIGN DWGS. SNOWMELT SYSTEM, SEE MECH. DWGS. AREA DRAIN, SEE CIVIL DWGS. DECK SUPPORT WALL, (SEE STRUCTURAL DWGS.) 4 CONTROL JOINT 3" = 1' - 00" 2.1 5 EXPANSION JOINT 3" = 1' - 00" 2.2 1/2"ADJACENT SURFACE REF. PLAN PREFORMED JOINT MATERIAL CONCRETE SLAB SANDED CAULK SEALANT BACKER ROD CONCRETE SLAB TOOLED JOINT 1/4" 1/ 4 " D E P T H OF S L A B 6 STONE WALL CAP JOINT 3" = 1' - 00" 2.3 MORTAR SETTING BED POURED IN PLACE CONCRETE WALL STONE CAP 1/4"POINTING MORTAR SANDED CAULK SEALANT BACKER ROD 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 7 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-03 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 1 CONCRETE WALL JOINT 3" = 1' - 00" 2.4 1 2" CHAMFER ALL EXPOSED EDGES 1 2" CHAMFER CONTRACTION JOINT AS REQUIRED BY STRUCTURAL ENGINEER (SEE LAYOUT PLAN FOR SPACING) NOTE: FOR ALL CONCRETE WALL EDGES ADJACENT TO PAVING, REFER TO DETAIL 2/L7-04. 3/8" PAVER MORTAR SETTING BED MORTAR JOINT 2 STONE PAVING JOINT 3" = 1' - 00" 2.5 3 STONE STEPS 1" = 1' - 00" 3.1 6" TY P . 1" T Y P . 2% TYP. 1'-6" TYP. STONE SLAB STAIR CAST IN PLACE CONCRETE FOOTING WITH REINFORCEMENT AS REQUIRED (REFER TO STRUCTURAL DWGS.) COMPACTED SUBGRADE SECTION 8" MIN8" MIN 2.2 COMPACTED CRUSHED AGGREGATE BASE 1.3 6" TYP.1'-6" 6 " M I N . 5'-3 1 2" TYP. 1' - 6 " T Y P . 6" T Y P . BACK OF STONE SLAB STAIR (BELOW) LINE OF ADJACENT PAVEMENT EXTENSION (BEYOND) 2" MIN. PLAN PLANTING AREA FINISHED GRADE (BEYOND) 6" TYP. 1 8" T Y P . 1 4" TYP. MORTAR SETTING BED STONE SLAB STAIR TYP. MORTAR SETTING BED PLANTING AREA 2" 1.3 PRE-CAST CONCRETE STAIR W/ INTEGRAL COLOR (REFER TO CIVIL & MECHANICAL DRAWINGS.) SEE PLANTING PLAN SEE PLANTING PLANS TOP OF STAIR BOTTOM OF STAIR 4 CONCRETE WALL TYPE 1 1" = 1' - 0" 4.1 VA R I E S - S E E P L A N 12 1 2" BE L O W F R O S T PE R S T R U C T U R A L PITCH PITCH FILTER FABRIC CLEAN CRUSHED AGGREGATE 4" DIA. PERFORATED PIPE (SEE CIVIL DRAWINGS) SECTION 6.1 1 2" CHAMFER ALL EXPOSED EDGES FINISH SURFACE VARIES (SEE PLAN) 1 2" STUCCO BASE COAT STUCCO FINISH COAT POURED-IN-PLACE CONCRETE WALL W/ REINFORCING AND FOOTING AS REQ'D. (REFER TO STRUCTURAL DWGS.) 4" SANDBLAST FINISH (ALL FACES). 6" POURED-IN-PLACE CONCRETE CAP PIN ATTACHMENT, SEE STRUCTURAL DWGS. 1' - 8 " M I N . VA R I E S - S E E P L A N 8 1 2" BE L O W F R O S T PE R S T R U C T U R A L PITCH PITCH FILTER FABRIC CLEAN CRUSHED AGGREGATE 4" DIA. PERFORATED PIPE (SEE CIVIL DRAWINGS) SECTION 1 2" CHAMFER ALL EXPOSED EDGES FINISH SURFACE (SEE PLAN) 1 2" STUCCO BASE COAT STUCCO FINISH COAT POURED-IN-PLACE CONCRETE WALL W/ REINFORCING AND FOOTING AS REQ'D. (REFER TO STRUCTURAL DWGS.) 4" SANDBLAST FINISH (ALL FACES). 6" PIN ATTACHMENT, SEE STRUCTURAL DWGS. POURED-IN-PLACE CONCRETE CAP 5 CONCRETE WALL TYPE 2 1" = 1' - 0" 4.2 6 CONCRETE WALL ELEVATION 1" = 1' - 0" 4.2 WA L L W I D T H VA R I E S ( S E E PL A N ) WA L L H E I G H T V A R I E S SE E P L A N SANDBLAST FINISH (ALL FACES). LINE OF FINISHED GRADE SURFACE VARIES SEE PLAN PLAN ELEVATION CONTRACTION JOINTS (MAX. 15' O.C.) AS REQ'D. BY STRUCTURAL ENGINEER. TWO COURSE STUCCO FINISH 1 2" CHAMFER ALL EXPOSED EDGES POURED-IN-PLACE CONCRETE WALL W/ REINFORCING AND FOOTING AS REQ'D. (REFER TO STRUCTURAL DWGS.) SANDBLAST FINISH (ALL FACES). 1 2" CHAMFER ALL EXPOSED EDGES POURED-IN-PLACE CONCRETE WALL W/ REINFORCING AND FOOTING AS REQ'D. (REFER TO STRUCTURAL DWGS.) 4.1 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 7 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-04 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS SECTION WA L L H E I G H T V A R I E S SE E P L A N LINE OF FINISHED GRADE SURFACE VARIES SEE PLAN PLAN ELEVATION TYP. TWO COURSE STUCCO FINISH 2.3TYP. POURED-IN-PLACE CONCRETE WALL W/ REINFORCING AND FOOTING AS REQ'D. (REFER TO STRUCTURAL DWGS.) 8 1 2" X 3' STONE CAP ROUGH STONE EDGE OVERHANG BY LESS THAN 1 8" ON NON-PAVER SIDE OF WALL POURED-IN-PLACE CONCRETE WALL W/ REINFORCING AND FOOTING AS REQ'D. (REFER TO STRUCTURAL DWGS.) FINISH SURFACE (SEE PLAN)PITCH TO DRAIN SEE PLANS. VARIES (SEE PLAN) VA R I E S - S E E P L A N BE L O W F R O S T PE R S T R U C T U R A L PITCH 1 2" STUCCO BASE COAT STUCCO FINISH COAT 4" 4" 8 1 2" 6.1 1 2"1 2" FILTER FABRIC CLEAN CRUSHED AGGREGATE 4" DIA. PERFORATED PIPE (SEE CIVIL DRAWINGS) POURED-IN-PLACE CONCRETE WALL W/ REINFORCING AND FOOTING AS REQ'D. (REFER TO STRUCTURAL DWGS.) 1 2" MORTAR SETTING BED STONE CAP 3'-0" 8 1 2" 4" STONE CAP CONTRACTION JOINTS (MAX. 15' O.C.) AS REQ'D. BY STRUCTURAL ENGINEER. SANDBLAST FINISH (ALL FACES). SANDBLAST FINISH (ALL FACES). 2.4 1 2" MORTAR SETTING BED 2.5 1' - 8 " M I N . 1 CONCRETE WALL TYPE 3 1" = 1' 00" 4.3 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 7 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-05 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 5'-2" MAX. O.C. (SEE LAYOUT PLAN) 1 2" X 3" STEEL POST (POWDER COATED) 3 4" X 3" STEEL TOP RAIL (POWDER COATED) (CUSTOM WELD FABRICATION TO STEEL POST) 3" TYPICAL TURN BUCKLE AT END POST SCALE: 3" =1'-0" 1/4" DIA. STEEL CABLE 1 2" X 3" STEEL BAR POST 3 1 2" O . C . TY P . TURNBUCKLE TENSION AT END POST TYP. FINISH SURFACE (SEE PLAN) 1 2" X 3" STEEL POST (POWDER COATED) TURN BUCKLE 3 4" X 3" STEEL TOP RAIL (POWDER COATED) (CUSTOM WELD FABRICATION TO STEEL POST) ELEVATION 4.1 PLAN 3' - 0 " SECTION 1' - 8 " M I N . PUNCHED 3 8" HOLE FOR 1 4" STAINLESS STEEL CABLE 1 2" X 3" STEEL POST (POWDER COATED) 3 4" X 3" STEEL TOP RAIL (POWDER COATED) (CUSTOM WELD FABRICATION TO STEEL POST) MOUNTING SYSTEM (PER STRUCTURAL) 4.1 8" 8" 5 3 4" TYP. 5 3 4" TY P . 4" MAX. 4 " M A X . 6" TYP. 6" T Y P . NOTE: MAXIMUM (1) SET OF TURNBUCKLE HARDWARE PER CORNER OF RAILING. TURN BUCKLE 1 4" STAINLESS STEEL CABLE TURN BUCKLE 1 4" STAINLESS STEEL CABLE NOTE: MAXIMUM (1) SET OF TURNBUCKLE HARDWARE PER CORNER OF RAILING. PLAN: CORNER TRANSITION A (EXTERIOR) PLAN: CORNER TRANSITION B (EXTERIOR) NOTE: MAXIMUM (1) SET OF TURNBUCKLE HARDWARE PER CORNER OF RAILING. PLAN: CORNER TRANSITION C (INTERIOR) TURN BUCKLE 1 4" STAINLESS STEEL CABLE 5 3 4" TYP. 4" M A X . 5 3 4" T Y P . 3' - 0 " 1' - 8 " M I N . 3 1 4" O . C . T Y P . CLEAN EXPOSED WELD 1 4" STAINLESS STEEL CABLE CAP VARIES, SEE PLAN 4.3 ADJACENT SURFACE VARIES, SEE PLAN MOUNTING SYSTEM (PER STRUCTURAL) 1 CABLE RAILING 1" = 1' - 0" 6.1 NOTES: ALL METAL TO BE POWDER COATED TO MATCH ARCHITECTURAL METAL FEATURES. ALL POSTS TO BE SPACED EQUALLY OC APPROX. 5'-0". (PER ELEVATION & LAYOUT PLAN) CONNECTION DETAILS AND POST SPACING TO BE REDLINED BY STRUCTURAL ENG. 2 CABLE RAILING TRANSITION 1" = 1' - 0" 3 FENCE 1" = 1' - 0" 6.2VISUAL INTENT: FINAL DESIGN TO BE DETERMINED WITH FINAL OWNER SELECTION. 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 7 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-06 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 1 GATE 1" = 1' - 0" 6.3 VISUAL INTENT: FINAL DESIGN TO BE DETERMINED WITH FINAL OWNER SELECTION. 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 7 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-07 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 4 FIRE FEATURE 3/4" = 1' - 0" 10.1 1 LANDSCAPE AREA DRAIN 3" = 1' - 0" 8.1 2 HARDSCAPE AREA DRAIN 3" = 1' - 0" 8.2 COMPACTED SUBGRADE SEE CIVIL DWGS FOR DRAIN PIPING AND DRAINAGE CONNECTIONS PLANTING SOIL FINISH GRADE. SEE PLANTING PLAN FOR ADJACENT CONDITION SQAURE DRAIN HOUSING DRAIN GRATE DRAIN GRATE VARIES (REFER TO CIVIL DWGS.) VARIES (REFER TO CIVIL DWGS.) PITCHPITCH DRAIN GRATE VARIES (REFER TO CIVIL DWGS.) VARIES (REFER TO CIVIL DWGS.) SEE CIVIL DWGS FOR DRAIN PIPING AND DRAINAGE CONNECTIONS FINISH SURFACE SEE PLAN COMPACTED SUBGRADE NOTE: INTENT OF DRAIN HOUSING TO BE SQUARE, SYSTEM TO BE DETERMINED (REFER TO CIVIL DWGS.) NOTE: INTENT OF DRAIN HOUSING TO BE SQUARE, SYSTEM TO BE DETERMINED (REFER TO CIVIL DWGS.) CC A B PLAN SECTION / PLAN ELEVATION (A) 1'6"1' 2' STONE VENEER (PATTERN TO BE DETERMINED) STONE VENEER TOP PLATE (4" THICK) GAS FLANGE AND DECORATIVE BLACK KEY VALVE. CONNECT TO BURNER CONTROLS. ELECTRIC STARTER AND ENCLOSURE BOX. RECESS INTO STONE VENEER. TIE IN PER MANUFACTURER. LINE OF STONE VENEER (BEYOND) LINE OF CONCRETE CORE (BEYOND) METAL ANGLE. (TYP) BURNER INSERT TRAY ROCK INFILL. (TYP) ELECTRICAL JUNCTION BOX BELOW. (WATER PROOF) BURNER CONTROL BOX (PROVIDE X" GAS LINE SUPPLY TO) LINE OF CONCRETE BELOW STONE VENEER CAP (4" THICK) STONE VENEER (4" THICK) METAL MESH SCREEN MORTAR SETTING BED W/ DRAIN BOARD CAST-IN-PLACE CONCRETE W/ REINFORCING PER STRUCTURAL ELECTRIC STARTER AND ENCLOSURE BOX. RECESS INTO STONE VENEER. TIE IN PER MANUFACTURER. GAS FLANGE AND DECORATIVE BLACK KEY VALVE. CONNECT TO BURNER CONTROLS. STONE VENEER (4" THICK) VENT THRU. (TYP OF 2) SEE ENLARGEMENT. FACE AWAY FROM HOME. DRAIN BELOW. PER CIVIL 8'-6" 6'-8"11"11" EQ.4'-8"EQ. 11 " 8" 11 " 1' - 0 " 1' - 0 " 2' - 6 " 4"5" 2"6" TYP. TYP. 1.2 5"5"8" 2'-6" 2' - 0 " TYP.1.2 BE L O W F R O S T PE R ST R U C T U R A L STONE VENEER (4" THICK) STONE VENEER CAP (4" THICK) 1" MORTAR SETTING BED. ROCK INFILL (TYP) BURNER INSERT TRAY CAST-IN-PLACE CONCRETE SUBSTRUCTURE W/ REINFORCING AND FOOTING AS REQUIRED (SEE STRUCTURAL DWGS.) FLOOR DRAIN. CONNECT TO STORM DRAIN SYSTEM (PER CIVIL DWGS) FOOTING AS REQUIRED (SEE STRUCTURAL DWGS.) 1 2" EXPANSION BOARD CAST-IN-PLACE CONCRETE SUBSLAB. METAL ANGLE AS REQUIRED TO SUPPORT MESH TRAY. (TYP) METAL MESH TRAY SUPPORTED BY ANGLE IRON. METAL SUPPORT ANGLE DRAINAGE BOARD MORTAR SETTING BED SECTION (B) SECTION (C) 1.2SLOPESLOPE 412" 7" 912" 8" MI N . 4" MI N . 1' - 6 " M I N . 2' BE L O W F R O S T PE R ST R U C T U R A L 8'-6" 6'-8"11"11" ROCK INFILL (TYP) BURNER INSERT TRAY BURNER CONTROL BOX. CONNECT TO GAS AND ELECTRIC PER MANUFACTURER AND MEP. REQUIREMENTS. VENT BLOCK-OUT THRU. CONC. SEE VENT ENLARGEMENT FOR DETAILED LOUVER PENETRATIONS. METAL MESH TRAY SUPPORTED BY ANGLE IRON. METAL ANGLE AS REQUIRED TO SUPPORT MESH TRAY. (TYP) ELECTRIC STARTER AND GAS FLANGE. SEE PLAN. STONE VENEER (4" THICK) STONE VENEER CAP (4" THICK) 1" MORTAR SETTING BED TYP. CONDUIT FOR ELECTRICAL SERVICE GAS SERVICE LINE. COORDINATE PER MEP. VOID FORM AS REQUIRED PER STRUCTURAL. SUB-GRADE PER STRUCTURAL REQUIREMENTS 1 2" EXPANSION BOARD CAST-IN-PLACE CONCRETE SUBSTRUCTURE W/ REINFORCING AND FOOTING AS REQUIRED (SEE STRUCTURAL DWGS.) 4" DIA. FLOOR DRAIN. CONNECT TO STORM DRAIN SYSTEM (PER CIVIL DWGS) METAL SUPPORT ANGLE DRAINAGE BOARD MORTAR SETTING BED 6"5" 112" 412" 7" 6" TYP. 1 2" T Y P . 1 2" T Y P . VENT BLOCK-OUT THRU. CONC. SHOWN HERE FOR LOCATION REF. WATER JET OR SIMILAR PRECISION CUT THRU. HOLES AT (2) VENT LOCATIONS ON ONE SIDE PANEL OF STONE VENEER. VENTS TO FACE AWAY FROM HOME. VENT THRU. HOLES ENLARGEMENT SCALE: 3" = 1'-00" 3 SLOT DRAIN 3" = 1' - 0" 8.3 NOTE: INTENT OF SLOT DRAIN, SYSTEM TO BE DETERMINED (REFER TO CIVIL DWGS.) 5 8" 1 2" SLOT BRICKSLOT DRAIN PITCH ADJACENT SURFACE. (SEE PLAN) POURED-IN PLACE CONCRETE SUBSLAB. PROVIDE BLOCKOUT SLOT FOR BRICKSLOT DRAIN (PITCH AT 0.5% MIN. TO DRAIN OUTLET) PITCH 4" MIN. CONCRETE 4" MIN. CONCRETE PROVIDE ACCESS UNITS FOR CLEANOUT 2. 7 " VA R I E S 4" M I N DE P T H 4" M I N CO N C R E T E 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 8 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-08 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 1 CUSTOM GRILL 1/2" = 1' - 0" 10.2 8'-13 4" EQ.EQ. 2' - 0 1 4" 3 4" 1'-113 4" 4" 2'-101 4" 4" 1'-13 4"8"8"6" 3' - 0 " 5" 4.2 4.1 4.2 4.1 3.2 1.1 2.2TYP. 3'-0" LINE OF ARCHITECTURE LINE OF ARCHITECTURE 4.2 4.1 STONE COUNTERTOP (PATTERN TO BE DETERMINED) LINE OF 8" CMU. (BEYOND). WOLF GRILL INSERT SECTION A SECTION B ELEVATION A ELEVATION B PLAN SE C T I O N B SECTION A ELEVATION A EL E V A T I O N B (BEYOND) 4.2 (BEYOND)(BEYOND) (TYP.) 2.1 4.2 4.1 1.1 LINE OF ARCHITECTURE 4.2 (BEYOND)(BEYOND) (TYP.) STONE COUNTERTOP (PATTERN TO BE DETERMINED) STONE VENEER (PATTERN TO BE DETERMINED) WOLF GRILL INSERT WOLF GRILL CABINET INSERT 4.2 4.1 3.2 (BEYOND) STONE COUNTERTOP (PATTERN TO BE DETERMINED) STONE VENEER (PATTERN TO BE DETERMINED) WOLF GRILL INSERT WOLF GRILL CABINET INSERT 8'-1 3 4" EQ.EQ. 3' - 0 " 3'-0" 1' - 3 1 4" 234" 3'-0" 41 4" 3' - 0 " 234" 1' - 3 1 4" 8'-1 3 4" EQ.EQ. 3' - 0 " 3'-0" 1' - 3 1 4" 234" 3'-0" 41 4" 3' - 0 " 234" 1' - 3 1 4" 2'-73 4" 1' - 6 " 1'-113 4"1'-13 4" 414" 2' - 0 " STONE COUNTERTOP (PATTERN TO BE DETERMINED) STONE VENEER (PATTERN TO BE DETERMINED) VENEER TO OVERHANG PAVING WOLF GRILL INSERT STAINLESS STEEL INSERT DRAINAGE BOARD MORTAR SETTING BED 8" CMU. TYP. 4" CMU. TYP. METAL SUPPORT ANGLE 2.2 GAS & ELECTRIC (TO BE DETERMINED) DRAIN (PER CIVIL) FOOTING (PER STRUCTURAL) STONE COUNTERTOP (PATTERN TO BE DETERMINED) STONE VENEER (PATTERN TO BE DETERMINED) VENEER TO OVERHANG PAVING WOLF GRILL INSERT STAINLESS STEEL INSERT DRAINAGE BOARD COMPACTED SUBGRADE 8" CMU. TYP. 4" CMU. TYP. DRAIN (PER CIVIL) FOOTING (PER STRUCTURAL) SLOPESLOPE 11 " 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 8 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-09 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 1 ENTRY MARKER 1" = 1' - 0" 10.3 1'-6" MI N . FILTER FABRIC CLEAN CRUSHED AGGREGATE 4" DIA. PERFORATED PIPE: AS REQUIRED BY CIVIL. SECTION 4" POURED-IN-PLACE, 8" CONCRETE WALL REINFORCE W / #5@12" O.C., EW, CENTERED COPPER FLASHING PITCH 4" M I N . 3' - 6 " PITCH STONE VENEER 1 2" STEEL PLATE (ANCHOR TO CONCRETE FOOTING) DRAINAGE BOARD MORTAR SETTING BED ADJACENT SURFACE (SEE PLAN) CONTINUE GALVANIZED L 4" X 4" X 1 4", ATTACH TO WALL W / 1/2" DIA. EXPANSION ANCHORS @ 24" O.C., (3) MIN; 3" EMBED COMPACTED SUBGRADE 4" M I N . STONE CAP METAL LETTERING 4" 1" SEE METAL LETTERING DETAIL DOWEL TO MATCH VERTICAL REINFORCEMENT10 " 16" W x 10" D CONCRETE FOOTING W / (3)#5 HORIZONTAL STONE CAP 2" 1 4" METAL LETTERING. BACK OF LETTERING SPACED 1 4" FROM FACE OF WALL. ALIGN WITH EDGE OF STEEL PLATE BELOW. 2" DRILL DEPTH. EPOXY WELDED PIN INTO DRILLED HOLE. 1 2" STEEL PLATE (ANCHOR TO CONCRETE FOOTING)1" METAL LETTERING DETAIL SCALE: 3" = 1' - 0" 3 4" COPPER FLASHING PLAN ELEVATION A ELEVATION B STONE ADDRESS MARKER STONE ADDRESS MARKER STONE ADDRESS MARKER 1' - 6 " 5'-0" 3' - 6 " 5'-0"1'-6" 3' - 6 " 1 2" STEEL PLATE (ANCHOR TO CONCRETE FOOTING) LINE OF CONCRETE CORE (BELOW) 1 2" STEEL PLATE (ANCHOR TO CONCRETE FOOTING) (BELOW) 1' - 0 " 13 4" 3'-9" 1" TYP. 6" 1" 10 1 2" EL E V A T I O N B ELEVATION A 1" 6" ANCHOR FOR 1 2" STEEL PLATE 6" 1 2" STEEL PLATE (ANCHOR TO CONCRETE FOOTING) 112" 2 POOL UMBRELLA 3" = 1' - 0" 10.4 2" 7 3 32 " 7 13 32 " 2" 2 15 16" 2 15 16" DIA PVC CAP DECORATIVE SLEEVE DECORATIVE SLEEVE. INSTALL AFTER POOL FINISH, FLUSH WITH POOL FINISH MATERIAL. INSTALL SLEEVE INTO HOLE IN GUNITE. UMBRELLA SLEEVE 1.675" DIA. UMBRELLA ROD TO BE INSERTED INTO SLEEVE AFTER INSTALLATION. CAP TO BE INSTALLED AFTER POOL FINISH. TO BE REMOVED PRIOR TO INSERTING UMBRELLA ROD. POOL GUNITE POOL FINISH 2 15 16" PVC CAP PLAN VIEW 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 8 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-10 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 4 TREE PROTECTION FENCE 1" = 1' - 0" 11.1 METAL POST DBH EG 8" PLASTIC MESH FENCE FENCING ALIGNED W/ TREE DRIPLINE EXISTING GRADE 60% DBH EG 4'-10" 12x DBH EG 8' NOTES: * DBH: DIAMETER AT BREAST HEIGHT * 1" DBH OF THE TREE = 1' RADIUS OF THE CRITICAL ROOT ZONE 1 Raised Tree Planter 1/2" = 1' 00" 10.5 3'-0"3'-0" 6'-0" 3' - 0 " 3' - 0 " 6' - 0 " TREE ROOT BALL TREE TRUNK A1 A2 A3 A4 SECTION ELEVATION 2" TYP. 1 3 8" THRU HOLE (4) CONNECTED SYSTEMS 6'-0" 3'-0"3'-0"2" 2" 3' - 0 " 6" 1'-6"1'-6" 2"2" 6'-0" 2" 2" 3' - 0 " PLAN SECTION ELEVATION PLANTER BOX W/ BRONZE POWDERCOAT FINISH COMPACTED SOIL (BEYOND) PLANTING SOIL (BEYOND) 9.3 9.3 TREE ROOT BALL TREE TRUNK PLANTER BOX W/ BRONZE POWDERCOAT FINISH PLANTER BOX W/ BRONZE POWDERCOAT FINISH 6'-0" EQ.EQ. 3' - 0 " 9.3 1' - 0 " FINISH SURFACE (SEE PLAN) ATTACHMENT SYSTEM (PER STRUCTURAL) LINE OF ARCHITECTURE (REFER TO ARCHITECTURE) CONCRETE FOOTING (PER STRUCTURAL) AXON RAISED PLANTER TRANSITION 3 Snowmelt Manifold Access Hatch 1" = 1' - 0" 10.6 REMOVABLE COVER PLUG REMOVABLE SQUARE KEY WRENCH DRAIN TO DISPOSAL (REFER TO CIVIL DRWGS.) ALUMINUM CHANNEL FRAME W/ RECESSED ANCHORS TO BE SET INTO CONCRETE POWDER COATED BLACK STEEL VAULT HATCH DOOR POWDER COATED BLACK STEEL VAULT HATCH DOOR 5' - 0 " 3'-0" 2'-31 4" 3'-0" 1.1 1.1 SNOWMELT MANIFOLD BOX BY OTHERS (REFER TO MEP DRWGS.) 4" DIA. FLOOR DRAIN. CONNECT TO STORM DRAIN SYSTEM (PER CIVIL DWGS) 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 8 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-11 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 1 Elevation 1 1/8" = 1' 00" 2 Elevation 2 1/8" = 1' 00" TW 8264.5 BW 8264.254' - 0 " (M A X H I E G H T ) 31'-2" 4'-4" CONSTANT SLOPE TW 8267 BW 8266 P.A. 42'-8" FINISHED FACE OF BUILDING WALLS (REFER TO ARCH DWGS) TW 8264.5 BW 8260.5 GRADE BEYOND P.A. TW 8261 BW 8257 TW 8258 BW 8256 TW 8261 VA R I E S , SE E P L A N (4 ' - 0 " M A X ) 95'-43 4" FINISHED BUILDING FACE FG 8257 WALLS BEYOND FINISHED GRADE BEYOND VA R I E S , SE E P L A N (4 ' - 0 " M A X ) 88'-83 4" 4.1 4.2 SEE LAYOUT PLAN FOR POST SPACING 6.1 TYP.2.5TYP. TW 8255.77 BW 8251.77 TW 8256 BW 8252 TW 8256.5 BW 8256.0 TW 8259 BW 8258.5 TW 8264.75 BW 8264.25 4.1 VA R I E S , SE E P L A N (4 ' - 0 " M A X ) VA R I E S , SE E P L A N (4 ' - 0 " M A X ) FINISHED GRADE BEYOND PA 10.3 4.2 2 Elevation 2 Continued 1/8" = 1' 00" 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 8 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-12 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 1 Elevation 3 1/8" = 1' 00" 2 Elevation 4 1/8" = 1' 00" 3 Elevation 5 1/8" = 1' 00" XISTING GRADE TS 8262.5 TW 82649'-6" FINISHED BUILDING FACE BW 8266.5 3.1 BW 8261 TW 8266 50'-71 2" 10.2 WALLS (REFER TO ARCH DWGS) PA ROCK WALL BEYONDGRADE BEYOND TW 8261 EXISTING GRADE FINISHED BUILDING FACE TW 8261 BW 8254 (EXISTING GRADE) WALLS BEYOND 55'-3"27'-10" EQ TYP. FOR 6 EQ TYP. FOR 11 4.3 6.1TYP. TYP. SKI TRAIL 12'-0" TW 8261 VARIES, SEE PLAN TW 8264.34 TW 8267 TW 8276 TW 8266.5 3' - 6 " 6' - 0 " GRADE BEYOND BW 8262.75 14'-6" EQ TYP. FOR 4 19'-0" 6.1 WALL (REFER TO ARCH DWGS) WALL (REFER TO ARCH DWGS) PA PA PA PA 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 8 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 7 - S i t e D e t a i l s . d w g L7-13 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 1.0 PAVEMENTS, RAMPS, CURBS 1.1 Concrete Paving Type 1 - Snowmelt 2.0 JOINTING 2.1 Control Joint 2.2 Expansion Joint 3.0 STEPS 3.1 4.0 SITE WALLS/ EMBANKMENTS 4.1 Concrete Wall Type 24.2 5.0 SITE FURNITURE NOT USED AT THIS TIME 6.0 RAILINGS, BARRIERS, FENCING 6.1 Cable Railing 7.0 SITE LIGHTING NOT USED AT THIS TIME 8.0 DRAINAGE 8.1 Landscape Area Drain 9.0 PLANTING AND LANDSCAPE Refer to planting series drawings 10.0 MISCELLANEOUS ELEMENTS 10.1 Fire Feature 1 / L7-01 4 / L7-02 5 / L7-02 4 / L7-03 5 / L7-03 1 / L7-05 1 / L7-07 4 / L7-07 SPEC. SECTION 321313 321313 321313 RELATED DETAILS 1.3 1 / L7-02 096340 2.4 Stone Wall Cap Joint 1 / L7-03 321313 10.2 10.3 Custom Grill 1 / L7-08 11.0 TREE PROTECTION FENCE 11.1 Tree Protection Fence 4/ L7-10 015639 1.6 Pool and Spa Coping Type 1 3 / L7-02 096340Pool and Spa Coping Type 3 Stone Steps 3 / L7-03 2.3 6 / L7-02 044313.16 8.2 Hardscape Area Drain 2 / L7-07 Entry Marker 1 / L7-09 096340 1.4 2 / L7-02 096340Pool and Spa Coping Type 2 Stone Paving Type 1 3 / L7-01 321313 1.7 Concrete Wall Type 1 Reinforced Turf 5 / L7-01 1.8 2.5 Concrete Wall Joint 2 / L7-03 096340 10.4 323300Pool Umbrella 8.3 Slot Drain 3 / L7-07 6.2 Fence 3 / L7-05 6.3 Gate 1 / L7-06 1.5 Stone Paving Type 2 - Snowmelt 4 / L7-01 321313 Stone Paving Joint Concrete Wall Type 34.3 1 / L7-04 10.5 Raised Tree Planter 10.6 Snowmelt Manifold Access Hatch 2 / L7-09 1 / L7-10 3 / L7-10 1.2 Concrete Paving Type 2 - Snowmelt 2 / L7-01 321313 2 / L7-05 SITE DETAILS 2 Section 2 1/4" = 1' 00" TW 8278.5 3' - 6 " TW 8266 4.1 10 ' - 0 " 4.2 PA 11.1 9'-6" BW 8268.5 PA 6.1 4.3 TW 8260.84 PA PA PR O P E R T Y L I N E 12'-0"VA R I E S , SE E P L A N (4 ' - 0 " M A X ) VA R I E S , SE E P L A N (4 ' - 0 " M A X ) PA1.1 PA 4.3 5'-10" 4'-4" 3 Section 3 1/4" = 1' 00" 4 Section 4 1/4 = 1' 00" VA R I E S , SE E P L A N (4 ' - 0 " M A X ) VA R I E S , SE E P L A N (4 ' - 0 " M A X ) PROPERTY LINE VARIES, SEE PLAN 3'-10" 4.3 TW 8260.8 6.1 4.3 BW 8258.5 3' - 6 " 8264.3 11.1 1.7 PA 4.1 21'-61 4" 11.1 5'-51 4" 4' - 0 " 1.5 PA TW 8265 4.2 PROPERTY LINE VA R I E S , SE E P L A N PA EDGE OF PAVEMENT (MOORE DRIVE) 1 Section 1 1/4" = 1' 00" 09/18/2018 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV 8260 8255 8265 8270 8275 8280 8280 8275 8270 8265 8260 8255 825 0 8245 CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV M A T C H L I N E L 8 - 0 2 M A T C H L I N E L 8 - 0 1 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX - U E EX- U E EX- U E EX- U E EX - U E EX- U E EX- U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V C T V CTV C T V CTV C T V C T V C T V C T V C T V C T V C T V CT V CT V 8260 8255 8265 8270 8275 8280 C T V C T V CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV M A T C H L I N E L 8 - 0 2 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 9 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 8 - P l a n t i n g . d w g L8-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" 2.5" cal.Quaking AspenPT-2.5 Populus tremuloides TREES SIZECOMMON NAMEBOTANICAL NAMEABBR. PLANT LIST see plans SPACE 3" cal.Quaking AspenPT-3 Populus tremuloides see plans 3" cal.PTM-3 Populus tremuloides see plans 16' Colorado SprucePP-18 Picea pungens see plans 18' PP-20 Picea pungens see plans 20' Quaking Aspen Colorado Spruce Colorado SprucePP-12 Picea pungens see plans 12' PP-14 Picea pungens see plans 14' PP-16 Picea pungens see plans Colorado Spruce Colorado Spruce AG-3 Acer Ginnala see plans 3' cal.Amur Maple 1 Existing deciduous tree to remain. Do not disturb. Protect in place. TREE PLANTING REFERENCE NOTES 2 Existing coniferous tree to remain. Do not disturb. Protect in place. SITE KEYNOTES:DETAIL / SHEET 9.1 Deciduous Tree Planting 9.2 Deciduous Tree Planting on Slope 1 / L10-01 2 / L10-01 SPEC. SECTION 329300 329300 9.0 PLANTING AND LANDSCAPE Coniferous Tree Planting 5 / L10-01 329300 Coniferous Tree Planting on Slope 6 / L10-01 329300 9.5 Shrub Planting 1 / L10-02 329300 9.6 Shrub Planting on Slope 2 / L10-02 329300 9.7 Perennial Planting 3 / L10-02 329300 9.8 Native Revegetation 4 / L10-02 329200 9.9 Turf 5 / L10-02 329200 RELATED DETAILS 9.3 Multi-Trunk Deciduous Tree Planting 9.4 Multi-Trunk Deciduous Tree Planting on Slope 3 / L10-01 4 / L10-01 329300 329300 9.10 9.11 6 / L10-029.12 Metal Edging SCALE: 1"=10'-00" TREE PLANTING PLAN 2 TYP. TYP. PROPE R T Y B O U N D A R Y ( T Y P . ) 10' UTIL I T Y E A S E M E N T ( T Y P . ) FIVE T R E E S L A N E MOORE D R I V E GARAGE EDGE O F R O A D W A Y ( T Y P . ) BUILDIN G E N V E L O P E M A T C H L I N E S E E S H E E T L 8 - 0 2 ACTIVIT Y E N V E L O P E LIMIT O F P R O J E C T SCOPE O F W O R K (1) PP-12 (1) PT-2.5 (2) PTM-3 (1) PT-3 (1) PTM-3 (1) PT-3 (1) PT-3 (5) PTM-3 (4) PT-3 (1) PP-12 (1) PP-14 (1) PP-16 (1) PT-2.5 (2) PP-20 (4) PT-3 (1) PT-2.5 (1) PTM-3 (1) PP-12 (1) PP-20 (1) PP-16 (1) PT-3 (1) PT-2.5 (1) PP-14 (1) PP-12 (3) PT-2.5 (1) PTM-3 (1) PT-3 (1) PT-2.5 (1) PT-3(1) PP-12 (1) PP-14 (1) PP-16 (1) PP-16 (2) PP-12 (1) PP-20 TYP. TYP. TYP. TYP. (1) PT-2.5 (1) PP-18 (1) PP-14 (1) PP-20 (1) PP-20 (1) PT-2.5 (1) PTM-3 (1) PP-14 (1) PP-16 9.6 (1) PTM-3 (1) PT-2.5 (1) PT-3 (1) PP-18 1 9.5 9.1 (1) PT-2.5 TYP.9.4 9.3 (1) PT-2.5 (2) PT-3 (2) PT-2.5 NOTE: Contractor must meet all standards set up in the City of Aspen's "Water Efficient Landscaping Standards". In terms of planting refer to Section 5.1 (Soil Criteria), the contractor must also comply with the soil amendment, preparation, and insections standards to the fullest extent. Soil Amendment A. Topsoil of irrigated grasses (including turf), shrubs, perennials, and annuals shall be a sandy loam to a depth of at least 6 inches (6") containing at least 5 percent (5%) organic matter by volume. B. Tree soil should have a minimum depth of 3 feet (3'). Both topsoil and subsoil layers shall be sandy loam. The top soil shall be at least 6 inches (6") and have 5 percent (5%) organic matter by weight and subsoil shall have at least one to three percent (1 - 3%) organic matter by weight. C. A minimum of four (4) cubic yards of organic matter soil amendment per one‐thousand square feet of landscaped area shall be required as necessary to meet the 5 percent (5%) organic matter specification. D. Soil amendment organic matter shall consist of either Class I and Class II compost. E. Soil Evaluation and Improvement (1) PTM-3 (1) PT-2.5 09/18/2018 The language of Section 5.1 (Soil Criteria) needs to be on the plans, not a referral statement such as this one. this table is for the FireWise planting response above. Applicant's 9/18/18 response to 3/13/18 WELS reviewer comments As per WELS Section 5.4.1 (e), "all landscape plantings for properties located in the Moderate or High Wildfire Hazards zone of the City must be firewise". The tight spacing of Colorado Spruce and other non-firewise plants (existing and proposed) in under-story is a concern. Please address this issue further. G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E 8275 8280 8280 8275 827 0 8265 8260 8255 82 5 0 8245 CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V M A T C H L I N E L 8 - 0 1 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV 8260 8255 8265 8270 8275 8280 8280 8275 8270 8265 8260 8255 825 0 8245 CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV M A T C H L I N E L 8 - 0 2 M A T C H L I N E L 8 - 0 1 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 9 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 8 - P l a n t i n g . d w g L8-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" 2.5" cal.Quaking AspenPT-2.5 Populus tremuloides TREES SIZECOMMON NAMEBOTANICAL NAMEABBR. PLANT LIST see plans SPACE 3" cal.Quaking AspenPT-3 Populus tremuloides see plans 3" cal.PTM-3 Populus tremuloides see plans 16' Colorado SprucePP-18 Picea pungens see plans 18' PP-20 Picea pungens see plans 20' Quaking Aspen Colorado Spruce Colorado SprucePP-12 Picea pungens see plans 12' PP-14 Picea pungens see plans 14' PP-16 Picea pungens see plans Colorado Spruce Colorado Spruce AG-3 Acer Ginnala see plans 3' cal.Amur Maple 1 Existing deciduous tree to remain. Do not disturb. Protect in place. TREE PLANTING REFERENCE NOTES 2 Existing coniferous tree to remain. Do not disturb. Protect in place. SITE KEYNOTES:DETAIL / SHEET 9.1 Deciduous Tree Planting 9.2 Deciduous Tree Planting on Slope 1 / L10-01 2 / L10-01 SPEC. SECTION 329300 329300 9.0 PLANTING AND LANDSCAPE Coniferous Tree Planting 5 / L10-01 329300 Coniferous Tree Planting on Slope 6 / L10-01 329300 9.5 Shrub Planting 1 / L10-02 329300 9.6 Shrub Planting on Slope 2 / L10-02 329300 9.7 Perennial Planting 3 / L10-02 329300 9.8 Native Revegetation 4 / L10-02 329200 9.9 Turf 5 / L10-02 329200 RELATED DETAILS 9.3 Multi-Trunk Deciduous Tree Planting 9.4 Multi-Trunk Deciduous Tree Planting on Slope 3 / L10-01 4 / L10-01 329300 329300 9.10 9.11 6 / L10-029.12 Metal Edging SCALE: 1"=10'-00" TREE PLANTING PLAN PROP E R T Y L I N E ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) GARAGE EDGE O F R O A D W A Y ( T Y P . ) MAIN HOME ACTIVIT Y E N V E L O P E BUILDIN G E N V E L O P E FIVE T R E E S L A N E MOORE D R I V E M A T C H L I N E S E E S H E E T L 8 - 0 1 TYP. TYP. (2) PT-2.5 (2) PTM-3 (3) PT-2.5 (1) PT-3 (1) PT-2.5 (7) PTM-3 (2) PP-12 (1) PP-14 (3) PP-14 (1) PP-18 (3) PT-2.5 (1) PT-3 (1) PP-14 (1) PP-12 (1) PP-14 (1) PP-16 (1) PP-12 9.3 9.6 TYP. TYP. TYP. 9.2 TYP.9.1 9.5 (1) PP-16 (1) PP-12 TYP. (2) AG-3 (1) PP-12 (1) PP-16 (3) PT-2.5 (1) PTM-3 (3) PT-2.5 (2) PP-12 1 2 (1) PP-14 LIMIT O F P R O J E C T SCOP E O F W O R K (2) PT-2.5 NOTE: Contractor must meet all standards set up in the City of Aspen's "Water Efficient Landscaping Standards". In terms of planting refer to Section 5.1 (Soil Criteria), the contractor must also comply with the soil amendment, preparation, and insections standards to the fullest extent. Soil Amendment A. Topsoil of irrigated grasses (including turf), shrubs, perennials, and annuals shall be a sandy loam to a depth of at least 6 inches (6") containing at least 5 percent (5%) organic matter by volume. B. Tree soil should have a minimum depth of 3 feet (3'). Both topsoil and subsoil layers shall be sandy loam. The top soil shall be at least 6 inches (6") and have 5 percent (5%) organic matter by weight and subsoil shall have at least one to three percent (1 - 3%) organic matter by weight. C. A minimum of four (4) cubic yards of organic matter soil amendment per one‐thousand square feet of landscaped area shall be required as necessary to meet the 5 percent (5%) organic matter specification. D. Soil amendment organic matter shall consist of either Class I and Class II compost. E. Soil Evaluation and Improvement (1) PP-12 (1) PT-3 (1) PTM-3 09/18/2018 The language of Section 5.1 (Soil Criteria) needs to be on the plans, not a referral statement such as this one. G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV Darla, this is the water line offset discussed withJay. shrubs can be planted here but not trees. G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX - U E EX- U E EX- U E EX- U E EX - U E EX- U E EX- U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V C T V CTV C T V CTV C T V C T V C T V C T V C T V C T V C T V CT V CT V C T V C T V CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV TYP. TYP. PROPE R T Y B O U N D A R Y ( T Y P . ) FIVE T R E E S L A N E MOORE D R I V E GARAGE EDGE O F R O A D W A Y ( T Y P . ) M A T C H L I N E S E E S H E E T L 8 - 0 2 ACTIVIT Y E N V E L O P E 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 9 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 9 - P l a n t i n g - G r o u n d c o v e r . d w g L9-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" SIZECOMMON NAMEBOTANICAL NAMEABBR. PLANT LIST SPACE SITE KEYNOTES:DETAIL / SHEET 9.1 Deciduous Tree Planting 9.2 Deciduous Tree Planting on Slope 1 / L10-01 2 / L10-01 SPEC. SECTION 329300 329300 9.0 PLANTING AND LANDSCAPE Coniferous Tree Planting 5 / L10-01 329300 Coniferous Tree Planting on Slope 6 / L10-01 329300 9.5 Shrub Planting 1 / L10-02 329300 9.6 Shrub Planting on Slope 2 / L10-02 329300 9.7 Perennial Planting 3 / L10-02 329300 9.8 Native Revegetation 4 / L10-02 329200 9.9 Turf 5 / L10-02 329200 RELATED DETAILS 9.3 Multi-Trunk Deciduous Tree Planting 9.4 Multi-Trunk Deciduous Tree Planting on Slope 3 / L10-01 4 / L10-01 329300 329300 9.10 9.11 6 / L10-029.12 Metal Edging #1 Rocky Mountain ColumbineASAquilegia saximontana 5 galBirch Leaf SpireaSBSpirea betufolia GRASSES/ TURF GROUNDCOVERS/ PERENNIALS SHRUBS 12" 1.5' 5 galBailey DogwoodCSCornus sericia 'Baileyi'see plans NR Native Revegetation PP Poa pratensis 'Black Night' LarkspurDBDelphinium 'Black Knight' 10,927 SF 293 SFKentucky Bluegrass Blue CranesbillGJGeranium 'Johnson's Blue' #1 #1 5 galSnowberrySOSymphoricarpos oreophilus see plans 5 galCommon JuniperJCJuniper communis see plans Male FernDFDryopteris filix-mas #1 Virginia creeperPQParthenocisus quinquefolia #1 5 gal'Bailey's Compact' ViburnumVTV. trilobum 'Baily's Compact'2.3' 5 galJapanese SpireaSJSpirea japonica 'Froebelii'1.5' 12" 12" 12" 12" 'May Night' Meadow SageSSSalvia sylvestris 'May Night'#112" * MULCH TYPE: NATURAL SHREDDED FIBER FREE FROM DELETERIOUS MATERIALS. * A PLANTAGO-ASED TACKIFIER OR SIMILAR, APPROVED PRODUCT WILL BE APPLIED ON ALL REVEGETATION AREAS AT THE RATE OF 150LBS. PER ACRE. * FERTILIZER AND ORGANIC SOIL AMENDMENTS: WELL-COMPOSTED, STABLE AND WEED-FREE ORGANIC MATTER, PH RANGE OF 5.5 TO 8; COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST AN SLOW-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES IN A COMPOSITION AS RECOMMENDED IN THE SOIL ANALYSIS. TIME OF APPLICATION: TWICE PER YEAR AS RECOMMENDED BY PRODUCT MANUFACTURER. PPR Poa pratensis - Reinforced 487 SFKentucky Bluegrass TV Thymus vulgaris #112"Garden Thyme 1 Existing deciduous tree to remain. Do not disturb. Protect in place. SHRUB & PERENNIAL PLANTING REFERENCE NOTES 2 Existing coniferous tree to remain. Do not disturb. Protect in place. 3 Limit of Planting Disturbance SCALE: 1"=10'-00" SHRUB & GROUNDCOVER PLANTING PLAN 10' UTI L I T Y E A S E M E N T ( T Y P . ) BUILDIN G ENVELO P E 3TYP. DB (63 SF) (9) SO-5 (20) SO-5 (14) CS-5 (12) SO-5 (15) SO-5 (13) CS-5 (219) PQ-1 SS (91 SF) TV (1435 SF) NR (2,879 SF) PPR (487 SF) 9.8TYP. NR (2,310 SF) 9.7TYP. 9.12 TYP. TYP. 2 1 (255) PQ-1 9.10 (12) SO-5 SS (117 SF) (204) DF-1 LIMIT O F P R O J E C T SCOPE O F W O R K NOTE: Contractor must meet all standards set up in the City of Aspen's "Water Efficient Landscaping Standards". In terms of planting refer to Section 5.1 (Soil Criteria), the contractor must also comply with the soil amendment, preparation, and insections standards to the fullest extent. Soil Amendment A. Topsoil of irrigated grasses (including turf), shrubs, perennials, and annuals shall be a sandy loam to a depth of at least 6 inches (6") containing at least 5 percent (5%) organic matter by volume. B. Tree soil should have a minimum depth of 3 feet (3'). Both topsoil and subsoil layers shall be sandy loam. The top soil shall be at least 6 inches (6") and have 5 percent (5%) organic matter by weight and subsoil shall have at least one to three percent (1 - 3%) organic matter by weight. C. A minimum of four (4) cubic yards of organic matter soil amendment per one‐thousand square feet of landscaped area shall be required as necessary to meet the 5 percent (5%) organic matter specification. D. Soil amendment organic matter shall consist of either Class I and Class II compost. E. Soil Evaluation and Improvement 09/18/2018 The language of Section 5.1 (Soil Criteria) needs to be on the plans, not a referral statement such as this one. G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V Darla, this is the water line offset discussed with Jay. shrubs can be planted here but not trees. G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX-U E EX-UE EX - U E EX - U E EX-UE EX- U E EX- U E EX - U E EX-U E EX-U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-U E EX-UE EX-U E EX-UE EX-U E EX-U E EX-UE EX- U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV SS SS SS SS SS SS SS SS SS CTV CTV CTV CT V CTV CTV T T T T T T T EX - U E EX - U E EX - U E EX-U E EX-U E EX-U E CTV CTV CTV CTV CTV CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV Darla, this is the water line offset discussed withJay. shrubs can be planted here but not trees. TYP. PROPE R T Y L I N E ( T Y P . ) 10' UTI L I T Y E A S E M E N T ( T Y P . ) GARAGE EDGE O F R O A D W A Y ( T Y P . ) MAIN HOME ACTIVIT Y E N V E L O P E BUILDIN G E N V E L O P E FIVE T R E E S L A N E MOORE D R I V E M A T C H L I N E S E E S H E E T L 8 - 0 1 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 4 9 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 9 - P l a n t i n g - G r o u n d c o v e r . d w g L9-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 5 10 20 1"=10'-00" SIZECOMMON NAMEBOTANICAL NAMEABBR. PLANT LIST SPACE SITE KEYNOTES:DETAIL / SHEET 9.1 Deciduous Tree Planting 9.2 Deciduous Tree Planting on Slope 1 / L10-01 2 / L10-01 SPEC. SECTION 329300 329300 9.0 PLANTING AND LANDSCAPE Coniferous Tree Planting 5 / L10-01 329300 Coniferous Tree Planting on Slope 6 / L10-01 329300 9.5 Shrub Planting 1 / L10-02 329300 9.6 Shrub Planting on Slope 2 / L10-02 329300 9.7 Perennial Planting 3 / L10-02 329300 9.8 Native Revegetation 4 / L10-02 329200 9.9 Turf 5 / L10-02 329200 RELATED DETAILS 9.3 Multi-Trunk Deciduous Tree Planting 9.4 Multi-Trunk Deciduous Tree Planting on Slope 3 / L10-01 4 / L10-01 329300 329300 9.10 9.11 6 / L10-029.12 Metal Edging #1 Rocky Mountain ColumbineASAquilegia saximontana 5 galBirch Leaf SpireaSBSpirea betufolia GRASSES/ TURF GROUNDCOVERS/ PERENNIALS SHRUBS 12" 1.5' 5 galBailey DogwoodCSCornus sericia 'Baileyi'see plans NR Native Revegetation PP Poa pratensis 'Black Night' LarkspurDBDelphinium 'Black Knight' 10,927 SF 293 SFKentucky Bluegrass Blue CranesbillGJGeranium 'Johnson's Blue' #1 #1 5 galSnowberrySOSymphoricarpos oreophilus see plans 5 galCommon JuniperJCJuniper communis see plans Male FernDFDryopteris filix-mas #1 Virginia creeperPQParthenocisus quinquefolia #1 5 gal'Bailey's Compact' ViburnumVTV. trilobum 'Baily's Compact'2.3' 5 galJapanese SpireaSJSpirea japonica 'Froebelii'1.5' 12" 12" 12" 12" 'May Night' Meadow SageSSSalvia sylvestris 'May Night'#112" * MULCH TYPE: NATURAL SHREDDED FIBER FREE FROM DELETERIOUS MATERIALS. * A PLANTAGO-ASED TACKIFIER OR SIMILAR, APPROVED PRODUCT WILL BE APPLIED ON ALL REVEGETATION AREAS AT THE RATE OF 150LBS. PER ACRE. * FERTILIZER AND ORGANIC SOIL AMENDMENTS: WELL-COMPOSTED, STABLE AND WEED-FREE ORGANIC MATTER, PH RANGE OF 5.5 TO 8; COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST AN SLOW-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES IN A COMPOSITION AS RECOMMENDED IN THE SOIL ANALYSIS. TIME OF APPLICATION: TWICE PER YEAR AS RECOMMENDED BY PRODUCT MANUFACTURER. PPR Poa pratensis - Reinforced 487 SFKentucky Bluegrass TV Thymus vulgaris #112"Garden Thyme 1 Existing deciduous tree to remain. Do not disturb. Protect in place. SHRUB & PERENNIAL PLANTING REFERENCE NOTES 2 Existing coniferous tree to remain. Do not disturb. Protect in place. 3 Limit of Planting Disturbance SCALE: 1"=10'-00" SHRUB & GROUNDCOVER PLANTING PLAN 3 TYP. (50) PQ-1 (50) PQ-1 DB (25 SF) GJ (22 SF) (14) CS-5 (11) CS-5 (12) CS-5 (137) SB-5 (36) SJ-5 AS (47 SF) (6) VT-5 (6) VT-5 AS (31 SF) AS (32 SF) PP (293 SF) (225) DF-1 (36) DF-1 9.8 9.7 TYP. TYP. LIMIT O F P R O J E C T SCOPE O F W O R K 1TYP. NR (5,568 SF) (48) JC-5 9.12 TYP. 9.9 TYP. 9.10 TYP. GJ (102 SF) (16) CS-5 (16) CS-5 9.11 TYP. 2 NOTE: Contractor must meet all standards set up in the City of Aspen's "Water Efficient Landscaping Standards". In terms of planting refer to Section 5.1 (Soil Criteria), the contractor must also comply with the soil amendment, preparation, and insections standards to the fullest extent. Soil Amendment A. Topsoil of irrigated grasses (including turf), shrubs, perennials, and annuals shall be a sandy loam to a depth of at least 6 inches (6") containing at least 5 percent (5%) organic matter by volume. B. Tree soil should have a minimum depth of 3 feet (3'). Both topsoil and subsoil layers shall be sandy loam. The top soil shall be at least 6 inches (6") and have 5 percent (5%) organic matter by weight and subsoil shall have at least one to three percent (1 - 3%) organic matter by weight. C. A minimum of four (4) cubic yards of organic matter soil amendment per one‐thousand square feet of landscaped area shall be required as necessary to meet the 5 percent (5%) organic matter specification. D. Soil amendment organic matter shall consist of either Class I and Class II compost. E. Soil Evaluation and Improvement DB (25 SF) SS (59 SF) (42)SJ-5 GJ (73 SF) GJ (36 SF) GJ (12 SF) (17)CS-5 NR (170 SF) 09/18/2018 Indicate the location of the green roof and the species to be planted in it. APPLICANTS 9/18/18 RESPONSE TO PARKS/WELS COMMENTS: "Lot 12 in 5 Trees Subdivision is located in a Moderate Wildfire Hazard zone within the City of Aspen. The landscape plan avoids highly flammable mulches, fire-prone plant materials according to Appendix C and also provides a complete irrigation system on the property to further address FireWise mitigation. Below is the project plant list as it relates to the FireWise Plant List in the WELS Appendix C. Many plants are recommended in Appendix C. The comprehensive irrigation system will create a FireWise landscape approach for the entire landscape." WELS reviewer: Please indicate where in Appendix C irrigation systems "...will create a Firewise landscape approach..." Please provide a detail drawing of the green roof, including materials and dimensions The language of Section 5.1 (Soil Criteria) needs to be on the plans, not a referral statement such as this one. 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 5 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 1 0 - P l a n t i n g D e t a i l s . d w g L10-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 9.1 Deciduous Tree Planting 9.2 Deciduous Tree Planting on Slope 1 / L10-01 2 / L10-01 SPEC. SECTION 329300 329300 9.0 PLANTING AND LANDSCAPE Coniferous Tree Planting 5 / L10-01 329300 Coniferous Tree Planting on Slope 6 / L10-01 329300 9.5 Shrub Planting 1 / L10-02 329300 9.6 Shrub Planting on Slope 2 / L10-02 329300 9.7 Perennial Planting 3 / L10-02 329300 9.8 Native Revegetation 4 / L10-02 329200 9.9 Turf 5 / L10-02 329200 RELATED DETAILS 9.3 Multi-Trunk Deciduous Tree Planting 9.4 Multi-Trunk Deciduous Tree Planting on Slope 3 / L10-01 4 / L10-01 329300 329300 9.10 9.11 6 / L10-029.12 Metal Edging SITE PLANTING DETAILS 1 Deciduous Tree Planting 3/4" = 1' 00" 9.1 4 Deciduous Multi-Trunk Tree Planting on Slope 3/4" = 1' 00" 9.4 2 Deciduous Tree Planting on Slope 3/4" = 1' 00" 9.2 6 Coniferous Tree Planting on Slope 3/4" = 1' 00" 9.6 2X BALL DIAMETER (MIN.) TREE FABRIC W/ GROMITS LOCATE ANCHOR STAKES (3) 18" AWAY FROM TREE TRUNK. T-RAIL IRON STAKE OR ACCEPTABLE WOODEN SUBSTITUTE, ANCHOR FIRMLY. SEE SPECS FOR STAKE SIZE. MULCH FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (WHERE DIRECTED ONLY). REMOVE ALL BURLAP, ROPE AND/OR WIRES FROM ROOTBALL PRIOR TO PLANTING PLANTING SOIL PLACE ROOTBALL ON SUBGRADE PEDESTAL UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH TREE WRAP - 30 % OVERLAP TO SECOND BRANCHES. REMOVE IN SPRING. (OMIT TREE WRAP ON ASPEN) 2X BALL DIAMETER (MIN.) TREE FABRIC W/ GROMITS LOCATE ANCHOR STAKES (3) 18" AWAY FROM TREE TRUNK. T-RAIL IRON STAKE OR ACCEPTABLE WOODEN SUBSTITUTE, ANCHOR FIRMLY. SEE SPECS FOR STAKE SIZE. CORNER OF ROOT SYSTEM TO BE AT LINE OF PROPOSED GRADE FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (WHERE DIRECTED ONLY). REMOVE ALL BURLAP, ROPE AND/OR WIRES FROM ROOTBALL PRIOR TO PLANTING PLANTING SOIL PLACE ROOTBALL ON SUBGRADE PEDESTAL UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH TREE WRAP - 30 % OVERLAP TO SECOND BRANCHES. REMOVE IN SPRING. (OMIT TREE WRAP ON ASPEN) MULCH PLANTING SOIL MULCH ROPES @ TOP OF BALL SHALL BE CUT. REMOVE TOP 1 3 OF BURLAP. REMOVE TOP 1 3 OF BASKET & ALL TWINE. SET TREE @ PROPOSED GRADE GUY WIRES (3) TREE FABRIC W/ GROMMETS ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. 2x BALL DIAMETER (MIN.) 4" 3 Deciduous Multi-Trunk Tree Planting 3/4" = 1' 00" 9.3 TREE FABRIC W/ GROMMETS ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. GUY WIRES (3) MULCH CORNER OF ROOT SYSTEM TO BE AT LINE OF PROPOSED GRADE FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (WHERE DIRECTED ONLY) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1 3OF BURLAP. REMOVE TOP 1 3 OF BASKET & ALL TWINE. ROUGHEN SIDES OF PIT UNDISTURBED SOIL-DIG PIT TO PROPER DEPTH PLANTING SOIL 2X BALL DIAMETER (MIN.) 5 Coniferous Tree Planting 3/4" = 1' 00" 9.5 4" CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) TO FINISH GRADE AS IT BORE TO PREVIOUS GRADE. TREE FABRIC W/ GROMITS GUY WIRES (3), WHITE FLAG ON EACH TO INCREASE VISIBILITY; (REMOVE AFTER 1 FULL SEASON) TURNBUCKLE (3), GALVINIZED OR DIP PAINTED MULCH CREATE SOIL SAUCER W/ TOPSOIL (3" MIN) REMOVE ALL BURLAP, ROPE AND/OR WIRES FROM ROOTBALL PRIOR TO PLANTING PLANTING SOIL PLACE ROOTBALL ON SUBGRADE PEDESTAL UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH STAKES (3 PER) SEE SPECS. FOR SIZE AND MATERIAL 2X BALL DIAMETER (MIN.) 2X BALL DIAMETER (MIN.) 4" 12" MIN. TREE FABRIC W/ GROMMETS LOCATE 3 ANCHOR STAKES 18" AWAY FROM TREE TRUNK. T-RAIL IRON STAKE OR ACCEPTABLE WOODEN SUBSTITUTE, ANCHOR FIRMLY. SEE SPECS FOR STAKE SIZE. CORNER OF ROOT SYSTEM TO BE AT LINE OF PROPOSED GRADE MULCH REMOVE ALL BURLAP, ROPE AND WIRES FROM ROOTBALL PRIOR TO PLANTING FIRMLY FORMED SAUCER (USE TOPSOIL) -- ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE PLANTING SOIL UNDISTURBED OR PROPERLY COMPACTED BACKFILL SOIL - DIG PIT TO PROPER DEPTH 09/18/2018 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 5 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 1 0 - P l a n t i n g D e t a i l s . d w g L10-02 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response SITE KEYNOTES:DETAIL / SHEET 9.1 Deciduous Tree Planting 9.2 Deciduous Tree Planting on Slope 1 / L10-01 2 / L10-01 SPEC. SECTION 329300 329300 9.0 PLANTING AND LANDSCAPE Coniferous Tree Planting 5 / L10-01 329300 Coniferous Tree Planting on Slope 6 / L10-01 329300 9.5 Shrub Planting 1 / L10-02 329300 9.6 Shrub Planting on Slope 2 / L10-02 329300 9.7 Perennial Planting 3 / L10-02 329300 9.8 Native Revegetation 4 / L10-02 329200 9.9 Turf 5 / L10-02 329200 RELATED DETAILS 9.3 Multi-Trunk Deciduous Tree Planting 9.4 Multi-Trunk Deciduous Tree Planting on Slope 3 / L10-01 4 / L10-01 329300 329300 9.10 9.11 6 / L10-029.12 Metal Edging SITE PLANTING DETAILS 2 Shrub Planting on Slope 3/4" = 1' 00" 9.81Shrub Planting 3/4" = 1' 00" 9.7 3 Perennial Planting 3/4" = 1' 00" 9.9 PREPARED PLANTING BED. DEPTH AS SPECIFIED. SCARIFIED SUBGRADE WEED BARRIER MULCH SEE SPECS FOR POTTED PLANT TREATMENT PRIOR TO PLANTING PERENNIAL - TYP. EDGE OF PLANTING BED EQUAL DISTANT SPACING. VARIES PER PLANT TYPE (SEE PLANTING PLAN). EQUAL DISTANT SPACING. VARIES PER PLANT TYPE (SEE PLANTING PLAN). MULCH (3") MIN. REMOVE FROM CONTAINER AND LOOSEN ROOTS SLIGHTLY BY SCRATCHING SIDES OF ROOTBALL BEFORE PLANTING & FREEING GIRDLING ROOTS CREATE SOIL SAUCER W/ TOPSOIL PLANTING SOIL. SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL 2X BALL DIAMETER (MIN.) 2X BALL DIAMETER (MIN.) REMOVE FROM CONTAINER AND LOOSEN ROOTS SLIGHTLY BY SCRATCHING SIDES OF ROOTBALL BEFORE PLANTING & FREEING GIRDLING ROOTS MULCH PROVIDE SAUCER ON DOWNHILL SIDE PLANTING SOIL SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL. DIG PIT TO PROPER DEPTH. 3 16" METAL EDGING 6" CONDITION VARIES. SEE PLANTING AND MATERIALS DWGS. STAKE PER SPECIFICATIONS ADJACENT SURFACE VARIES. SEE MATERIAL PLAN. 3 16" METAL EDGING 6 Metal Edging 1" = 1' 00" 9.12 4 Native Revegetation 3/4" = 1' 00" 9.10 PLANTING SOIL SCARIFIED SUBGRADE 3" NATIVE SEED MIX SOD PLANTING SOIL SCARIFIED COMPACTED SUBGRADE 6" 5 Turf NTS 9.11 09/18/2018 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E E X - U E EX-UE E X - U E EX-UE E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V CTV CTV CTV CTV C T V C T V C T V C T V C T V C T V C T V C T V SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E C T V C T V C T V CTV CTV CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 5 0 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 1 1 - S i t e S o i l s . d w g L11-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 8 16 32 1"=16'-00" S K I E A S E M E N T LAWN EVERG R E E N S C R E E N I N G FIVE T R E E S L A N E GARAGE DRIVEW A Y S K I E A S E M E N T ACTIVIT Y E N V E L O P E EDGE O F R O A D W A Y PROPE R T Y L I N E MOORE D R I V E 10' UTIL I T Y E A S E M E N T PROPOSED HOME FIRE SITE SOILS AMENDMENT PLAN BUILDIN G E N V E L O P E LIMIT O F P R O J E C T SCOPE O F W O R K POOL SPA SITE SOILS LEGEND SOIL TYPE 1: SHRUBS, PERENNIALS, AND LAWN SOIL TYPE 2: TREES SOIL TYPE 3: NATIVE REVEGETATION 09/18/2018 Indicate the composition of each of these soil types. All soils must comply at minimum with WELS Section 5.1 Soil Criteria Indicate the soil type for the green roof G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E EX- U E E X - U E EX-UE E X - U E EX-UE E X - U E E X - U E E X - U E EX - U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-U E EX-UE EX-UE EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CT V CTV CTV CTV CTV C T V C T V C T V C T V C T V C T V C T V C T V SS SS SS SS SS SS SS SS SS C T V C T V C T V C T V C T V C T V T T T T T T T E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E C T V C T V C T V CTV CTV CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CT V CTV C T V 1 2 3 4 5 6 7 A B C D E F 8 9 1 2 3 4 5 6 7 8 9 S e p 1 2 , 2 0 1 8 - 1 : 5 1 p m F: \ P R O J E C T S _ A - L \ 5 4 0 9 - 5 T r e e s L o t 1 2 \ D - C A D \ 0 2 . S h e e t s \ D W - 5 4 0 9 - L 1 2 - S i t e H y d r o z o n e s . d w g L12-01 rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Consultants: Issuances and Revisions: COPYRIGHT 2017 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO: 21523 LOT 12 754 MOORE DRIVE ASPEN, CO 81611 DESIGN WORKSHOP 01.16.18 Permit Submittal 09/12/2018 FOR CITY OF ASPEN 03.02.18 Pricing Set 04.20.18 Construction Document Set 08.10.18 Construction Documents 09.12.18 Bldg. Permit Response NORTH 0 ORIGINAL SCALE: 8 16 32 1"=16'-00" S K I E A S E M E N T LAWN EVERG R E E N S C R E E N I N G FIVE T R E E S L A N E GARAGE DRIVEW A Y S K I E A S E M E N T ACTIVIT Y E N V E L O P E EDGE O F R O A D W A Y PROPE R T Y L I N E MOORE D R I V E 10' UTIL I T Y E A S E M E N T MAIN HOME FIRE SITE HYDROZONE PLAN BUILDIN G E N V E L O P E LIMIT O F P R O J E C T SCOPE O F W O R K POOL SPA SITE HYDROZONE LEGEND MEDIUM WATER USE (4,682 SF) LOW WATER USE (6,236 SF) LOW WATER USE - NATIVE REVEGETATION (6,173 SF) HIGH WATER USE (779 SF) NOTE: This plan complies with the criteria of the Water Efficient Landscaping Standards and applied them for the efficient use of water in the landscape design plan. Plant Material: Botanical Name Plant Material: Common Name Water Requirements (*per GreenCO-CSU)Notes High Water Use Hydrozone Plant List Poa patensis Kentucky Bluegrass High Medium Water Use Hydrozone Plant List Populous tremuloides Quaking Aspen Medium* Acer Ginnala Amur Maple Low* this is underplanted with a "medium water use" plant (columbine) Spirea betufolia Birch Leaf Spirea Medium Cornus sericia 'Baileyi'Bailey Dogwood Medium* Spirea japonica 'Froebelii'Japanese Spirea Medium* Aquilegia saximontana Rocky Mountain Columbine Medium* Delphinium 'Black Knight'Black Knight Larkspur Medium* Geranium 'Johnson's Blue'Blue Cranesbill Medium* Dryopteris filix-mas Male Fern Medium* Parthenocisus quinquefolia Virginia Creeper Medium* Salvia sylvesris 'May Night'May Night Meadow Sage Medium Low Water Use Hydrozone Plant List Picea pungens Colorado Spruce Low* Juniperus communis Common Juniper Low* Thymus vulgaris Garden Thyme Low* Viburnum trilobum 'Bailey's Compact'Bailey's Compact Viburnum Low* Native Revegetation Low 09/18/2018 Revise the language of this statement to be consistent with WELS Section 5.5.12. A signature block for the designer is associated with this statement Acer ginnala (2) is a low-water use plant, depicted in a medium hydrozone; revise accordingly Plants must be in similar water-use zones, as per WELS Sections 5.4.1 (b) and 6.2.1