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Home My WebLink AboutDRB130159 REV1 Project Manual.pdf � � � .,�, R � HIT � CTS ,�t I2 C E I I "1 k: C' '1' U tt L ' I ti 'T' E: R [ C) R 5 ' P L ;1 \ \ f N G Noell Residence Lot 6 , 1000 Sp�addle C�eek Road Vail, Colo�ado P�oject No. 12406 �:�>;:�, .:GJ4i r.x+ . ; 4- , ' F�._' t+ ' , i• " " - ��.! t'- �n.- �' �. .: � � � ''�. wy_-� .- � i, t 1' ,3':t- ,R�� , . . '. _ .,' - 3 , . �� , ".�``-; i. ll .�� "'2 f �i�.= ,„�� .. '——�_— I� t-. � I i•li?'1C_� 'EL'�-�L -,�-:- � -- I �� - � � � _. _ _ r —_____�r - � - . .. - - � � � :� �. �'� �'� c'� ..� �. 'F — �.. _ y. �_t � T_ :- .-. . � � , . , ,�..� •-�. . -, ."^��...�"�� . � , �-x . .. .._—. . - , --. -._ . ._ _., - . �. . . ... , .: . fi r-� �s — y -- -r—��— -- - PR O ECT M��NUAL Issue-G Re-Submlttal June �2th, 20�3 Post Office Box 7630 Telephone: (970)949-0916 Avon,CO. 81620 Fax: (970)949-1017 www.RMTarchitects.com E-mail: info@RMTarchitects.com � 2'—10" STONE (ST-1) _ - _ STONE CAP (ST-1) �� `° STONE CAP (ST-1) `° STONE LINTEL (ST-1) - _ STONE (ST-1) � 2„2�� — a U — N\ � � N , Li � — - _ - STONE CAP (ST-1) � STONE SOLDIER o COURSE (ST-1) � 1 1 2" STONE (ST-1) i I - - —� CH I M N EY CAP 1 �„ _ ��-�„ RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P�.\PROJ\124�6-NOCI.t.2ESpENfE\DOCl1M�NT5\DCiAiLS\DiVI5i0rv 04(MASONRVJ\4-01_DWG / , I ; I � I � ��I SIDING SYSTEM / I METAL FLASHING AND I SEALANT TYPICAL � I ST-1 � � � I � ,� i ,� / � � �� / i / / � /% � / / / / � / / / / / �. /� � /� � � / i / / � ST-1 � � , � � � / � / �i , � � � � � , � / / / / � / / � / / i . � / / � / / . � � / /� � / / �j/ / � / / �. �� . / / �' / / / � / / � / / � � / /� � i ; / / / �' ,' . i� � / � � 1 1�2' i � � i ; / i , ,� i ; /, . � �� i �� i /. i i i �' � i � � � i /� � / � / / � / � / / � / �� i� /� /� /� .��. .' / / , TYP I CAL STON E CAP @ WALL 402 �{„_ ��-c„ RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P�.\P�O�\12406-NOEI.L RESiDENCE\DOCUMEhTS\DCTNIS\Divi510N 04(MASONRV)\4-02-DWG 2'-4" � -4 3'-0" 7'-6" � s'-�o„ 2" 4,_0„ 2„ 1'-4" � � � � � � ` CO 1 - \ . * N N \ � I \ \ � � . \ I � � � � � � N \ � � � c0 \ 1 \ T � .`�' : .� + N \ � \� � �\ �\ �� c0 . OPENING LIGHTING� 4X6 STEEL TUBE SUPPORT GATE 7'-0,� 7, �„ PLAN - SECTION 14' 0" PLAN 2 ENTRY GATE - PLAN 4.03 ° �4"= 1 '-0" � � / / 4'-0" 7'-0" 7'-0° 4'-0" � � , � � 1 1/2" � �v 12 _ - oi - -- o�oJ �-!�- — -- -- J- -`J -- °I° --- -- - � - � - � � � - � - I -1 - I�I I I ro -- °� i° - °-°�° ��°° ° -. � a P� `Pi a �oj ioi - �r i - � _ _ �, n �� N - - - - — - - - _ � _ � � LIGHT FIXTURE TIMBER GATE W/ IRON STRAPPING J EXISTING GRADE PROPOSED GRADE , ENTRY GATE - ELEVATION 4.03 :��"= 1 '—0" RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence o�lz-,3 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P�.\P�O�\12406-NOEI.L RESiDENCE\DOCUMEhTS\DCTNIS\Divi510N 04(MASONRV)\4-03-DWG � COPPER CAP 1/8" (8 GAUGE)� 10X10 WOOD POST 3"X1" W.I. TOP RAIL �W.L FLANGE STOP AND SET SCREW 3/4"X1 1/2" W.I. SUB—RAIL / �REMOVEABLE GLASS PANEL i / 1"X1" W.I. PICKETS / N � � � � � � � N I ;� � �L� i� � V i� � � i� �i�� i� � � i� � � i� � � i� � i i i� �iiiii �'�/i � � i � � i � i � i �� I �,', �° �4" STONE CAP � � � STONE VENEER � , � � '�� —STONE PAVERS � , � � � , �� , � � � � �, 1 X SOFFIT DECKING � (2) 10X12 TIMBER BEAM STONE VENEER� � � � / EXTERIOR GUARDRAIL 1 ��4„ _ �'-o„ RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P_\PRW\��406-NOLI.t 3CSiDENCE\DOC��nENTS\DEiAILS�IVISiON OS(METnLSJ\5-01_DWG GRID �� I � s � � PER ROOF PLAN � s � � s 12 s �6 EXTERIOR ROOF � s SYSTEM s � � � � � � � �T&G SOFFIT i � � � � � __ FLASHING 2x6 FASCIA 2x10 FASCIA �\ � 6x8 RAFTER 3x8 WOOD BLKG SIDING SYSTEM ROOF EAVE 1 ��4„ _ �'-o„ RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P.APaoaVZwe-noE¢l.aCSiocmce�paamcrvTSVo[Tni�sV�i�'siorv ae(woo-�&aLnsric7Ae-m_owc � GRID � PER ROOF PLAN j ROOFING SYSTE� � 1 X T&G SOFFIT � / / �_ � FLASHING 2x6 FASCIA � �� A � � 2x10 FASCIA / 3" -� 6X8 RAFTER 6X8 RAFTER \� SIDING SYSTEM 1 1 /2" CHAMPf �— 10X14 TIMBER B �_ �S� 8X8 KNEE BRAC � 2'-6„ �„ ROOF RAKE 1 ��4„ _ �'-o„ RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P_\P20�\12n06��.v0�tl FESIpENCC\DONUFV�S\��TnitS\DiVi510a 06(WOOD&PIAST�C)\6�-02DWG EXTERIOR 2„ � ��2�� 2„ � ��2�� 2„ � / � �-� - - - � � — �ir X�` �` —� 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" BOARD ON BOARD SIDING 1 {,°_ �'-�„ RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �• �� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P.APaoaVZwe-noE¢l.aCSiocmce�paamcrvTSVo[Tni�sV�i�'siorv ae(woo-�b�Lnsric7Ae-io_owc SIDING SYSTEM FLASHING 3X10 BASE TRIM , / / � � / EXTERIOR BASE TRIM 1 �„ _ ��-o„ RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �• � � r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P�.\PRO�\I3406�-NOELL f1GSC NCE�DOttIMENTS�pETA�15\Divi510N O6(WOOD k FLnSTiC)\6��t1_DWG i EXTERIOR WALL SYSTEM PER �SPECIFICATION AND ELEVATION �. � � �, INTERIOR �� ti, � ,� �. ;, � / � � � �3x8 WOOD TRIM I I I I 3x12 WOOD TRIM I I EXTERIOR I I I I I I I 10X BEAM ABOVE I I I I I CORNER TRIM 1 3" = 1'-0" AT WOOD SiDING RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �• � V r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P.APaoaVZwe-noE¢l.aCSiocmce�paamcrvTSVo[Tni�sV�i�'siorv ae(woo-�&aLnsric7Ae-ie-owc � � 50 ,o�s � � � ioX�o � io is � I . 50 — � 1" CHAMFER 2'-6" I 8X8 KNEE BRACE BUNDLED (4) 10X10 COLUMN I EXTERIOR TRUSS 1 ��8„ _ �'—�" @ FNT�Y RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P.APaoaVZwe-noE¢l.aCSiocmce�paamcrvTSVo[Tni�sV�i�'siorv ae(woo-�&aLnsric7Ae-ztowc 4'-0" FLAT SEAM COPPER � � � ROOFING � � ' / 2X6 T&G DECKING s � � / FLASHING�� 2X4 FASCIA / 2X6 FASCIA 6X8 RAFTER � 6X12 TIMBER BEAM / 1 1/2" CHAMPHER� / 10X10 TIMBER BEAM � / / 8X8 KNEE BRACE � / 6" 2'-6" / / / EYEBROW DETAI L 1 �,�„ _ ,s—o�� A��E RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek �•�� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P_\P20�\12n06��.v0�tl FESIpENCC\DONUFV�S\��TnitS\DiVi510a 06(WOOD&PIASTC)\6-22DWG 3x8 WOOD HEAD TRIM 1 1/2" 3x6 WOOD JAMB TRIM 4x3 WOOD SILL TRIM SLOPE TOP 5/8" � �/2" 3x6 WOOD SILL TRIM WINDOW ELEVATION 3x8 WOOD HEAD TRIM 3x6 WOOD JAMB TRIM DOOR ELEVATION EXTERIOR DOOR WINDOW TRIM 1 3�4" = 1'-0" @ WOOD SDING RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek V•� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - P_\PROJ\`�406�-NOELL RCSiDENCE\�OWUCNTS\DLiAILS�IVI510N OB(DOORS&WIND-)\8-04_DWG —-� FLASHING 6X10 WOOD LINTEL— COUNTERSINK AND PLUG HOLES (TYP.) 6" —DEPTH VARIES ACCORDING � — TO LOCATION IN BATTERED STONE VENEER WALL 5" RUBBLE STONE SILL — (SLOPE TOP 4� MIN. FOR POSITIVE DRAINAGE) - ��' WINDOW ELEVATION FLASH I N G � 6X10 WOOD LINTEL W/ —� -- 1/2" LAG BOLTS— 6�� COUNTERSINK AND PLUG HOLES (TYP.) SIM. � �� DOOR ELEVATION EXTERIOR DOOR WINDOW TRIM 1 3�4" = 1'-0" @ 5 i ONE RMT PROJECT NAME: iSSUF. DATE DRAWING NUNIBER Noell Residence D OS-07-13 Architecture Interiors Planning A P C h i t e C t S, P C Lot 6, Spraddle Creek V• �� r.o.ear�bso n�o�,coio�nao sibzo �7a1� COIOYaC10 (Y70)Y49-U916�A�C(Y7U)Y49-L017 � www.RMTarchitects.com PROJECT NO: 12406 REF: - a_\PFpJ\12<06-NOEIL R;SIDENCE\pOCUMEN'S�ptTni�.S�IViSI�t�OB(DOORS&WIND-J\8-12DWG Lot 6 -Spraddle Creek Section 02785 Stone Pavers Schedule A. ST- 3 (Stone type #3) — Concrete Pavers — E�erior stone pavers — 4" thick, tumbled edge. Section 04852 Stone Masonry Veneer Schedule A. ST- 1 (stone type #1) — Colorado Moss Rock — Exterior and Interior Stone Veneer—5" Thick. B. ST-2 (stone type #2) —Colorado Moss Rock — Interior and Exterior stone rubble caps — 4" thick, extend caps 2" past veneer below (slope caps for positive drainage) (8" thick cap at chimney per drawings). C. ST-4 (stone type #3) —Colorado Buff Sandstone — Exterior stone slab caps—4" thick, snapped edge, extend caps 1 1/2" past stone veneer below. Section 05500 Metal Fabrication Schedule A. Custom fabricated wrought iron exterior railing system. Reference drawings. Section 06150 Wood Decking Schedule A. Exterior Raised Deck: 4x10 (nominal) douglas-fir solid exterior bridge decking. Provide 1/8" gap between boards. B. Exterior Eaves: 1x6 solid Western Red Cedar tongue-and-groove exterior eave decking unless otherwise indicated. Provide v-groove profile. C. Exterior Soffits with living space above: 1x6 solid douglas-fir tongue-and-groove exterior decking unless otherwise indicated. Provide v-groove profile. Section 06100 Rough Carpentry Schedule A. Exposed rafters and rafter tails—Western Red Cedar, Architectural Knotty Grade, rough sawn, size per drawings. Section 06200 Finish Carpentry Schedule A. Exterior 1. Fascia—Western Red Cedar, Architectural Knotty Grade, rough-sawn. 2. Eave and Rake Trim—Western Red Cedar, Architectural Knotty Grade, rough-sawn. 3. Exterior Window Trim—Western Red Cedar, Architectural Knotty Grade, rough-sawn. 4. Exterior poor Trim -Western Red Cedar, Architectural Knotty Grade, rough-sawn. 5. Corner Trim -Western Red Cedar, Architectural Knotty Grade, rough- sawn. 6. Belt Band, Base Trim, and Louver Trim -Western Red Cedar, Architectural Knotty Grade, rough-sawn. 7. Exterior Siding—Locations per drawings: a. Vertical Siding— 1x8 on 1x4 board-on-board, Western Red Cedar, Architectural Knotty Grade, S4S b. Horizontal Siding— 10" Bevel-Lap Siding, Western Red Cedar, Architectural Knotty Grade, Hand-hewn, S4S 8. Window Planter-Western Red Cedar, Architectural Knotty Grade, rough-sawn. Section 07115 Bituminous Dampproofing Schedule A. Foundation Walls: WP-1 (water proofing #1) TUFF-N-DRI Section 07130 Sheet Waterproofing Schedule A. Walls at Grade-WP-2 (water proofing #2) -Grace Ice and Water Shield 1. Install at all walls at grade. Utilize a 36-inch roll and overlap WP-1 by 12 inches, and seal. 2. Extend a minimum of 24" above grade B. Sloped roof surfaces-WP-2-Grace Ice and Water Shield C. Roof/Wall Intersections-WP-2 Grace Ice and Water Shield 1. Install at roof/wall intersections a minimum of 36 inches up vertical surface D. Sloped roof surfaces under metal roofing or flashing-WP-3 -Vycor Ultra E. Vertical and horizontal surfaces under exposed metal flashing-WP-3-Vylor Ultra F. Entry Deck-WP-4-W.R. Grace Bituthene System 3000 with protection board and drainage board Section 07212 Insulation Schedule A. Thermallnsulation 1. Floors- a. Thickness- 2. Exterior Walls-Thermal Resistance: R of 23 a. Thickness: 3. Roofs-Thermal Resistance: R of 50 a. Thickness- B. Acousticallnsulation 1. Interior Partion Walls a. Thickness: 5 1/2 inch and 3 '/� inch batts 2. Floor/Ceiling Assemblies. a. Thickness: 5 '/z inch batts Section 07314 Composite Shingles and Shakes Manufacturers A. DaVinci Roofscapes, Inc. Model: Cedar Shake profile. a. Color: Tahoe Blend B. Substitutions: See Section 01600- Product Requirements. Section 07611 Custom Sheet Metal Roofing Schedule A. Flat seam sheet copper metal roofing: as indicated on drawings. Section 07620 Sheet Metal Flashing and Trim Schedule A. Flashing and trim to include but not limited to the following: 1. Wall to roof curb flashing: where flashing is installed in combination with WP-2 or WP-3 at roof application, extend flashing vertical leg to min. 12". Lap WP-2 over vertical leg to insure drainage. Extend over roofing water proofing min. 12". 2. Flashing associated with Shingle Roofing, including Valley, Hip, Ridge, Eave, Gutter Edge, Gable Edge, Chimney: a. Fascia drip edge flashing: extend 2" in the plane of the roof over the first layer of water proofing. Extend down fascia 1 Y2", seal below exposed leading edge. 3. Roofing Penetration Flashings 4. Siding to stone cap flashing: Where flashing is installed at siding or stone veneer applications, extend flashing vertical leg to 18". Lap weather resistant barrier over vertical leg to insure drainage. Extend exposed edge 1 '/2" over stone and seal below leading edge. 5. Siding to trim band: Where flashing is installed at siding application with a trim band below, extend flashings vertical leg to 18". Lap weather resistant barrier over vertical leg to insure drainage. Extend exposed edge 1 �/2" down trim band and seal below leading edge. 6. Door and Window flashings: Install flashings at door and window heads and sills per manufacturer's recommendations. a. At head extend flashing vertical leg to min. 12". Lap weather resistant membrane over vertical leg. b. At sill key flashing into bottom of window frame, extend vertical leg to min. 6". Lap vertical flashing leg over weather resistant membrane. Seal between window frame and window trim. 7. Coping, Cap, Parapet, Sill and Ledge Flashing 8. Flashing Associated with Shingle Roofing, including Valley, Hip, Ridge, Eave, Gutter Edge, Gable Edge, Chimney Section 08212 Stile and Rail Wood Doors Schedule— Refer to Detail 8.02 Door Schedule Section 08360 Overhead Doors Schedule— Refer to Detail 8.02 Door Schedule Section 08550 Wood Windows Manufacturers A. Jeld-Wen Windows: www.jeld-wen.com B. Custom wood casement windows C. Auralast pine, bronze finished aluminum cladding Schedule A. Refer to Detail 8.01 Exterior Window & Door Schedule Section 08800 Glazing Schedule A. Wood Windows: Glass Typ [IG], Tempered per safety glazing requirements above. B. Stile and Rail Wood Doors: 1. Exterior: Glass Type [IG], Tempered. C. Shower and Bath enclosures: 1. Glass Type [S] Section 09260 Gypsum Board Assemblies Schedule A. Provide 1-hour fire rated assemblies at the following areas 1. Garage walls and ceiling adjacent to living rooms 2. Flue chase shafts to the underside of the roof Section 10305 Manufactured Fireplaces Schedule Noell Residence Lot #6, Spraddle Creek June 12th, 2013 1 `� �' 7 \ �� ~�� s, � � ```�:,':-,� 4 Material: l Material: 2 — - J1 U L_ .�_ 1 _� Siding,Window and Door Beams,Columns,Rafter Tails -��: �� Trim: Cedar pouglas Fir - � � ! g Style:Board on Board Color: Benjamin Moore- � � I� i ' I II , „ „,i„ ,,,,�, i I I"I�_ I Color: Benjamin Moore- "Leather Saddle Brown" -- "Leather Saddle Brown" Texture: adzed/distressed finish - - I. � 1 Texture:Wire Brushed — _ ._�r-?� . �1` _��, 6 ' _ ��e — =r. � � —rY 2 � � 1 Material: 3 Material: 4 , � Soffit: Cedar Fascia: Cedar - �� - Style:T&G Color: Benjamin Moore- - �� - - - < „ S Color: Match siding,cut 50% `Fresh Brew - - Texture:Wire Brushed Texture:Wire Brushed �� `- .. - � - - - - - - - - - - - - - - �'_ �. �. .�.."'�. •��,;,;��--"'�:,L.;�.'. � 9 �: �- �� ,��, — _ _ — _ — �� '�.�/"� — � . - _ - - - _ - - � ��-. , . _ _ _ - _ _ _ _ - 6 Material: 5 Material: 6 - — _ - _- � Window Cladding: Stone Veneer: — - — Jeldwen Custom Wood Windows Colorado Moss Rocic - - Color: P423 Chestnut Bronze Dry Stacked �� • . '�„T' Material: 9 Material: 7 Material: 8 Pool Tile Roofing:Flat Seam Copper Roofing: 12x12 Soapstone Tile Composition Roofing Dorado Soapstone DaVinci Roofscapers: Multi-Width Color: Beleza Leathered Color: Mountain Blend . i' r k � .� , ;� �� „>, ;� x� �e � , •. x � ,r, � � ue5� 4 � i 'Y� Na�� k�ty�t ,�r+ � N t ., y:j . t Y '� ''�'ar��^ .i� ��i. ., � �'� '�" . ; .. '� .. 1. .i�. 1 � � � % . . . . . . . . .. . . . . . . . . . _ . . �'� li I ,�., ' I. � i- I � I Lw I I . . . . . . . .. � . , � .. . .. . .� . . ...� .._ � I - ., . , . . ..�,.. . -.. ..,. ..- ....... .. _.. : .,,d� ... -. � . . . . . .. .. . , ;.� ,�. . � : . . ..,.. :-, . . ; .,,.. �,.. -�. � , �.: .:. . , . _. .:r ...,. , , ., ... .. . . . . . ....: . . . . . . , , . �. . . � . . .. .i :. � .� .. . - . . � .. ` . ). .., � • � � ,- • : , .... �. .�� .o.. . .. ' , � w.. � , ` � � � � • � • �\�� . { . L ^ �} ^. ----�(l�1 � • • � � � L�� . � � - • � � • • � • • • • — • ;��y�C�S, � � � � y;. c c c �. °: � � �� . 1 � 1 �� O 1 � • - - • � - • • • � - - - s . PROPOSEQ MATEE2IALS Buildinq Materials Tvpe of Material Color ��.� �c� c. � ��-t t�cc� °-r�H,�t� -� �..��c? Roof �-�-' J�,_ � ,_;_ �'a�g� g) �_.� Siding oN �� J , .� � � c�� wRc� 2° � N �,awN Other Wall Materials��`� C� �� pG� Fasoia �)G �� 52.�" � GH�� Soff�ts i x �1 '�., St�l �522 � �N�� J �. �l Windows G��j '��6�� WindowTrim �}� � x �"� S�� 2�Z2 -- y � Doors �� Door �rim �� ,( ,. S� ��_� �� Hand or Deck Rails x�.�� `��1 � C � Flues ��-,i� �2 �� a� Flashin9 �� '�� Chimneys � ��J,� � �� Trash Enclosures 4�� Greenhouses �� Retaining Walis � ( � 0��, ��,1U�� '� ExteriorLighting 'f��U�.�"{" ' �� Other . PROPOS�D LANDSCAPING Batanical Name Cvrnmon Name uantit S�ze PROPi05ED i � I TR�ES G�' G�] ;f 5 � '4 �T�� 3�' _ �'� � �. aNO sy�uBS � �� t �� C 11 ' � . � �� ;?. ��ifG.�I�? �!T S3 2 S'' �r� C;l Y'�nG�S ,�Y �7 %'�� i�f . C�1d��12�!'c� 5 ��_ � . �r ilu's ,�1d1�'"J��1 �vlau�h�i'� l�^z �� . 5,��'�Q �D r��i�f %�� r�°-� Ir��q f� � �X�s��Es �� ;n�rr� �l ��'�U' f�ee — � ro B�R��no��o -_ _ _Pc� r�dG{� ��'�'� Alfinimurn Requirernents for Landscaping: Deciduous 7rEes—2"Caliper Coniferous Trees—6' in height Shrubs—5 Gal. TyLe S uare Foata � GR�UI�D COVER � � � r,r,�' C.��.i^s � ��!��f��1�� IDGUP� �lDa s.-�'. soo ��G1� � r� � ---,��--�--�--r-�� y r �c�'��-� ��E� r �„' �-�'� d��u��"' �r�gs �ui�i n�U� ��s - �eP /�] IRRlGATION Ic� f'� -- i�, li�1'� � c� G' � �f�� .1 �� ,� ,� P�' TY'�E OF EF20Si�N CONTF�OL .' �� J 7��i� P�S�OfJ GDI��r/�� D7�S P{ea5e 5peaify Qther landscape features(i.e.retainir�g waUs,fences, swimming pools,etc.) �.��L�Ide� ��',�r'� �15 � ' ,� . G . �, �t � �e�re��' ��'�5 s ��l�ur��s 5 �� SI� E �' � G r' -P� r''C h � r' " r��t i'1 c �' � � i i J `°� �� _'=i l i il I� ��i.l I �I ��_ �Ilcnn� I �� iin_. l I�n'd.1��91001 �'�vm Ul�� )-4> juti� HEPWORTH-PAWLAK GEOTECHNICAL 1=:n�. ��7J.tr15_r-�;a , . . .. . � ! . �. Apri130, 2013 Triumph Development Attn: Mike Foster Vail, Colorado 81657 ui�ti�,l�r.�(aivtiho��.cum Job No. 113 048B Subject: Rockfall Hazard Review, Proposed Noell Residence, Lot 6, Spraddle Creek Estates, 1000 Spraddle Creek Road, Vail, Colorado Dear Mr. Foster: As requested, we have reviewed the rockfall potential hazard for the proposed Noell residence at the subject site. The purpose of our review was to evaluate if the proposed residence is exposed to a rockfall hazard. Summary of Findings: Our field observations indicated that the proposed residence on Lot 6 is not exposed to a rockfall hazard. Scope of Study: A field reconnaissance ofthe project area was made on May 7, 2013. In addition we have looked at aerial photographs, detailed topogaphic maps and published regional rockfall information by Schmueser and Associates (1984) and Town of Vail (2000). This report summarizes our field observations and presents our findings regarding the rockfall hazard potential at the site. The study is supplemental to our previous proposal for professional services with Triumph Development dated December 21, 2012. Hepworth-Pawlak Geotechnical previously performed a subsoils study far foundation design ofthe proposed residence at Yhe site and submitted our findings in a report dated April 15, 2013, Job No. I 12 048A. Site Conditions: Spraddle Creek Estates is located on the south-facing Gore Creek valley side just to the north ofthe Vail town center as shown on Figure 1. The general topography in the project area is shown on Figure 2. The lots are located on a hillside bench and average slope of the bench across the proposed building site on Lot 6 is around 40 % down to the south. This 40% grade hillside slope continues uphill of Lot 6 to the north. Spraddle Creek Road is located to the north of the proposed building site and construction of the road has required several retaining walls to limit hillside disturbance. I � !,�r ;� � �:�� .�� i �, 3 � i i„ � � - - I I , , C � i . 1 ��n_. �� I`� r ,; ,>C�' =�� :�i �, i� ��»< ' 'dfi- I �i(,`) Triumph Development May 8, 2013 Page 2 Native vegetation in the area is mostly grass, sage brush and other brush with some aspen trees. The existing retaining walls and revegetated cut slope uphill of the proposed building site appear to be perfornung satisfactorily with respect to erosion and global stability. Field Observations: The steep hillside bench at the Spraddle Creek Estates is underlain by glacial till deposited by valley glaciers that occupied this part ofthe Gore Creek valley during the middle Pleistocene-age Bull Lake and late Pleistocene-age Pinedale glaciations (Kellogg, 2003). The Bull Lake glaciation occurred between about 132 and 302 thousand yeazs ago and the Pinedale glaciation occurred between about 10 and 35 thousand years. The glacial till consists of subrounded, gravel- to large boulder-size rocks in a sandy loam soil matrix. Rockfalls in the Vail area have occurred during historic times in areas down slope of some rock outcrops and numerous rockfall blocks are common at the ground surface below the unstable rock outcrop start zones. Active rockfall zones are also present in the Vail area on very steep, road cuts that aze erosionally unstable. Rock outcrops that could be potential start areas for future rockfalls are not present uphill ofthe proposed building site on Lot 6. The existing road cuts uphill ofthe proposed building site on Lot 6 are revegetated and erosionally stable. The existing road cuts should not be a potential source of future rockfall that could reach the proposed building site on Lot 6. Regional Rockfall Information: The regional rockfall study by Schmeuser and - Associates (1984) indicates a potential medium severity rockfall area downhill of Spraddle Creek road in the azea down slope ofthe valley side bench shown on Figure 2 but the 1984 study does not show a hazard over the rest ofthe Spraddle Creek Estates including Lot 6. The Town of Vail (2000) regional rockfall map shows much of the Spraddle Creek Estates including Lot 6 in a medium severity rockfall area, but based on our site specific review, in our opinion, and Lot 6 is not in a rockfall hazard area. During excavation for the residence and infrastructure, large cobbles and boulders will probably be encountered. These rocks could be a source of rockfail below the site which should be considered in the planning and construction. Limitations: This study was conducted according to generally accepted engineering geology principles and practices in this area, at this time. We make no warranty either express ar implied. The information presented in this report is based on our field observations. This report has been prepared exclusively for our client to evaluate if the proposed residence is in a rockfall hazard area. Our scope ofwork is limited to rockfall hazard potential and does not include evaluation of any other geological hazazds that may Job No. 113 048B ' GecPtGCh Triumph Development May 8, 2013 Page 3 be present in the area. We are not responsible for technical interpretations by others of our information. Ifthere are questions, please contact us. Respectfully Submitted, HEPWORTH - PAWLAK GBOTECHNICAL, INC. � J�1. �a�G�`d'r�. Ralp��k Engineering Geologist Reviewed by: `e�os►�ue�ai�y��,i .� �� o � � , , � : - ° ; = David A. Young, P.�'�y��5�� RGM/ksw �O'Bp�'�NAI.�i��e`� A��ofid89E991'�`� attachments Figure l, Project Site Location Figure 2, Project Site Ma� cc: RMT Architects—Paul Miller (�r�ul��c�i oit�GUUr�liil��ts.com) Beck Building Company- Tom Solawetz (tum(�ol�eckbuilcl�_com Mom�oe and Newell—Craig Can-oll (c< <urulLir ni�nroc-nc,welLcom) REFERENCES I�ellogg, K. S. and Others, 2003, Geology Map of the T�ail East Qz�adrangle, Eagle County, Colorado: U. S. Geological Survey, Map MF-2375, Version 1.0. Schmueser and Associates, 1984, Rockfull Sti:dy- Town of Vail. Prepared for the Town of Vail (November, 29, 1984). Town of Vai1, 2000, Official Roclrfall Hazard Map, Town of T/ail: Prepared by the Town of Vail, Vail, Colorado (Adopted by the Town Council on Oetober 17, 2000). Job No. ]13 048B GECPt2Ch . . . i . . 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S( � � ��\_\` _ , -�` � �� , ,, . ,,_ � �� . _ �_ � _ _ _ _ ,_ _ __ , Hghk,aY/ �p ._ � - � . _ ` _ , ; : (West@o�� - � , � , _ " _. , ,: . __ hwa hj . _ . •� . � - � �� ._ , ' � � -_ _ 8ou�d ' = � -= �� , � J , � � — ` � _ , Expianatlon; � � /"Z Existinp Residences V /T`� Proposed Resldence on Lot 6 �e � Topoqraphic Sloue Break• Prominant topographic slope break along south side of valley side 0 250 ft. 6ench. 1 I I Scale: 1 in. = 250 k. Topographic information from Town of Vail GIS Department Contour Interval: 2 fr. May 2013 113 048B C�-.�?Pt�h Proposed Noell Residence Lot 6 Spraddle Creek Estates HEPVJORTFI�PqWIpKGEOTECHNICAL Project Site Map Figure 2