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Home My WebLink AboutDRB130445 PLANS APPROVEDHARMAN RESIDENCE 4284 Columbine Drive, Vail, Colorado GENERAL NOTES: PROJECT SUMMARY: 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE UNIFORM BUILDING CODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT /ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND /OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. CODE: INTERNATIONAL RESIDENTIAL CODE 2012 ZONING: TWO FAMILY RESIDENTIAL DISTRICT OCCUPANCY CLASSIFICATION: R -2 SEPARATION: 1 HOUR FIRE BARRIER PROJECT TEAM: ARCHITECT: K.H. WEBB ARCHITECTS P.C. 710 WEST LIONSHEAD CIR., SUITE A VAI L, CO 81657 PH. 970 - 477 -2990 Michael @khwebb.com CONTACTS: KYLE H. WEBB / MICHAEL CURRENT CONTRACTOR: VAIL CUSTOM BUILDERS 0429 EDWARDS ACCESS RD., STE. A207 PO BOX 2809 EDWARDS, CO 81632 PH. 970 - 926 -8771 LANDSCAPE ARCHITECT: DENNIS ANDERSON ASSOC. PO BOX 1387 EDWARDS, CO 81632 PH. 970 - 390 -3745 SURVEYOR: EAGLE VALLEY SURVEYORS P.O. BOX 1230 EDWARDS, COLORADO 81632 PH. 970.949.1406 VICINITY MAP: DRB 09.23.2013 DRAWING INDEX: CIVIL C 001 TOPOGRAPHIC SURVEY LANDSCAPE L -1 LANDSCAPE PLAN L -2 LANDSCAPE PLAN ARCHITECTURAL A 001 SITE PLAN A 002 SQUARE FOOTAGE CALCS A 003 EXTERIOR LIGHTING PLAN A 101 LOWER LEVEL FLOOR PLAN A 102 LEVEL ONE FLOOR PLAN A 102 LEVEL TWO FLOOR PLAN A103 ROOF PLAN A 200 EXTERIOR ELEVATIONS A 201 EXTERIOR ELEVATIONS DRB130445 was approved per the DRB on 10/16/2013 Design Review Staff Approval TOWN Of IL By Joe Batcheller at 2:51 pm, Oct 18, 2013 NOT FOR CONSTRUCTION J LF7 � �, a � — ao W � � � 2 J o ea e3 � � J A J L No. Description Date HARMAN RESIDENCE Cover Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker A000 Scale 75 0- LO 0 N co N 0) oy�l G� EDGE ASPHALT (TYP) \ / ' / \ 10.0' 10.0 8RS_ UTILITY AND \ ACCESS EASEMENT \ \ \ PARCEL B 4 44 / 2WER MANHOLE I I I I I FOUND PIN RED PLASTIC I CAP LS #22575 LOT 20 -3 \ 36 38 II_�•;-7'51i ROCK SWALE c BRa \ Lr �R "6, \ 0 \ 0 APPARENT EASEMENT w EXISTING CENTERLINE SEWER Go' VERY APPROX LOCATION \ 100 YEAR FLOOD PLAIN LINE INTERPOLATED FROM F.E.M.A EAGLE COUNTY, COLORADO INSURANCE STUDY NUMBER 08037V000A REVISED PRELIMINARY DATED AUGUST 28, 2003 SUBJECT TO CHANGE PARCEL A 8441.1 007r O EDGE ROCK 1Q' PLANTER _4&_ ;or, V FOUND PIN & ALUM CAP LS #16844 d 35' WITNESS COR ef- I ►� \ ,SEWER b5 y� MANHOLE b4 INV= 8429.4 " " " "b2 / b1 ��\ b3 O WETLANDS FOUND PLAIN -, #5 REBAR EL= 8433.14 41 a8 A "S \ WETLANDS – y CIP Q� , BYO OTHERS CON C WALL b7 \ /lam /1 �I i • • 4• •• 8448.8 �C 8449.1 DECK OUTLINE / 46 /\ / I 0 / 127.34, .37,2$91 W / FOUND PIN & RED PLASTIC CAP LS #13901 20' WITNESS COR s� z \,4a1 \ oo s Zi V N17 °05'59 "W — 8.89' LOT 1 BIGHORN SUBDIVISION FOURTH ADDITION 83j yak, sump 1 samp 4 �� 6 / �(a7 S 61� 00 VERY APPROX LOCATION SEWER / 1�`$ - 100 YEAR FLOOD PLAIN LINE MANHOLE / EDGE STREAM INTERPOLATED FROM F.E.M.A V= 8430:0 a4 EAGLE COUNTY, COLORADO a5 6� 4 INSURANCE STUDY NUMBER \- - - -° - - 08037V000A REVISED LOT 2 PRELIMINARY DATED 32 NOTE WETLANDS–BY OTHERS AUGUST 28, 2003 BIGHORN SUBDIVISION LOT 8 �� 0 8431.4 BIGHORN ESTATES 6� APPARENT EASEMENT EXISTING CENTERLINE R SEWER SUBJECT TO CHANGE FOURTH ADDITION samp 3 31'50'48 "W CENTERLINE 15.24' STREAM / W yy�W W W / FOUND PIN & ALUM CAP LS #26598 53' WITNESS COR 8431.4 SEWER \ MANHOLE LOT 9 41199 HIGHWAY 6 & 24, EAGLE –VAIL BIGHORN ESTATES P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 NOTES: 1) DATE OF SURVEY: 8/11/05 2) LAND TITLE GUARANTEE COMPANY POLICY NO VTF50008487 DATED 7/29/05 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: USGS VERTICAL CONTROL MARKER Y280. ELEV= 8465.62 NAVD 88. 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT (SEE DRAWING). 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7) THE DESCRIPTION FOR THE SANITARY SEWER EASEMENT RECORDED IN BOOK 286, PAGE 166 CONTAINS MATHEMATICAL ERRORS. IT WAS PROBABLY INTENDED TO FOLLOW EXISTING SEWER LINES AND MH'S, SHOWN HEREON AS APPARENT EASEMENT, OR VICE VERSA. NO WIDTH OF THE EASEMENT IS CALLED FOR IN DOCUMENT. 8) WETLAND LOCATIONS HEREON WERE DONE BY OTHERS AND ARE SHOWN BY CLIENT REQUEST. EAGLE VALLEY SURVEYING HAS NOT DONE ANY WORK TO CONFIRM THEIR LOCATION OR VALIDITY. -0 DECIDUOUS TREE WITH APPROX 0.4' DIA TRUNK foDECIDUOUS TREE WITH APPROX 1.0' DIA TRUNK 2976TOPO.DWG 10/20/05 KPJ EVERGREEN TREE WITH APPROX 0.4' DIA TRUNK -1- EVERGREEN TREE WITH APPROX 1.0' DIA TRUNK EVERGREEN TREE WITH APPROX 1.5' DIA TRUNK EVERGREEN TREE WITH APPROX 2.0' DIA TRUNK EVERGREEN TREE WITH APPROX 3.0' DIA TRUNK SURVEYOR'S CERTIFICATE I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Stan Hogfeldt Colorado P.L.S. 26598 Date: / \T, SEWER a2 MANHOLE APPARENT EASEMENT samp 2// INV= 8431.3 EXISTING CENTERLINE °43'42 "VV4iN APPROX 50' N86 STREAM SEWER 2.72' 38 SETBACK APPROX 30' i STREAM CENTERLINE SANITARY SETBACK / / SEWER EASEMENT / \ BOOK 286 PAGE 166 / / a3 I 0 / 127.34, .37,2$91 W / FOUND PIN & RED PLASTIC CAP LS #13901 20' WITNESS COR s� z \,4a1 \ oo s Zi V N17 °05'59 "W — 8.89' LOT 1 BIGHORN SUBDIVISION FOURTH ADDITION 83j yak, sump 1 samp 4 �� 6 / �(a7 S 61� 00 VERY APPROX LOCATION SEWER / 1�`$ - 100 YEAR FLOOD PLAIN LINE MANHOLE / EDGE STREAM INTERPOLATED FROM F.E.M.A V= 8430:0 a4 EAGLE COUNTY, COLORADO a5 6� 4 INSURANCE STUDY NUMBER \- - - -° - - 08037V000A REVISED LOT 2 PRELIMINARY DATED 32 NOTE WETLANDS–BY OTHERS AUGUST 28, 2003 BIGHORN SUBDIVISION LOT 8 �� 0 8431.4 BIGHORN ESTATES 6� APPARENT EASEMENT EXISTING CENTERLINE R SEWER SUBJECT TO CHANGE FOURTH ADDITION samp 3 31'50'48 "W CENTERLINE 15.24' STREAM / W yy�W W W / FOUND PIN & ALUM CAP LS #26598 53' WITNESS COR 8431.4 SEWER \ MANHOLE LOT 9 41199 HIGHWAY 6 & 24, EAGLE –VAIL BIGHORN ESTATES P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 NOTES: 1) DATE OF SURVEY: 8/11/05 2) LAND TITLE GUARANTEE COMPANY POLICY NO VTF50008487 DATED 7/29/05 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: USGS VERTICAL CONTROL MARKER Y280. ELEV= 8465.62 NAVD 88. 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT (SEE DRAWING). 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7) THE DESCRIPTION FOR THE SANITARY SEWER EASEMENT RECORDED IN BOOK 286, PAGE 166 CONTAINS MATHEMATICAL ERRORS. IT WAS PROBABLY INTENDED TO FOLLOW EXISTING SEWER LINES AND MH'S, SHOWN HEREON AS APPARENT EASEMENT, OR VICE VERSA. NO WIDTH OF THE EASEMENT IS CALLED FOR IN DOCUMENT. 8) WETLAND LOCATIONS HEREON WERE DONE BY OTHERS AND ARE SHOWN BY CLIENT REQUEST. EAGLE VALLEY SURVEYING HAS NOT DONE ANY WORK TO CONFIRM THEIR LOCATION OR VALIDITY. -0 DECIDUOUS TREE WITH APPROX 0.4' DIA TRUNK foDECIDUOUS TREE WITH APPROX 1.0' DIA TRUNK 2976TOPO.DWG 10/20/05 KPJ EVERGREEN TREE WITH APPROX 0.4' DIA TRUNK -1- EVERGREEN TREE WITH APPROX 1.0' DIA TRUNK EVERGREEN TREE WITH APPROX 1.5' DIA TRUNK EVERGREEN TREE WITH APPROX 2.0' DIA TRUNK EVERGREEN TREE WITH APPROX 3.0' DIA TRUNK SURVEYOR'S CERTIFICATE I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Stan Hogfeldt Colorado P.L.S. 26598 Date: FL.AN7 SCHHE12ULE KE' QTY 00TANICAL NAME COMMON NAME 51ZE R TREES i 4i NEW BOULDER WALL 4 ` 14 Populus tremuloides Aspen 2.5" - 3" Caliper portion of the lJJ 50% min clumps EXISTING snowmelt calculation. 42 s - -- collected 1 7 Picea pungens Colorado Spruce 10 -14' High -- Grade A - Specimen duality. 75 5HRU55 1 0 a -- ° 4 4 6� EXI5TIN6 Ex1571NG Cornus olba 'Argenteomarginoto' Variegated Dogwood #7 Container5 ASPHALT Corms stolinifera Red Twig Dogwood #7 Containers PAVING Cornlus stolonifero 'Isantl' 15anti Dogwood #7 containers Picea pungen5 procumbon5 DwarP conlfer ##5 Containers J� f Potentilla Pruticosa 'Jackmarrnii' Jackman5 Potentllla #5 containers Prunus x clstera Purple Leaf Plum #5 containers f. 4P Ribes alpinum Alpine Currant #5 containers Rosa rugosa Rugosa Rose #5 Containers Rasa glauca Red- Leaved R05e #5 Containers Rosa Poetido 'Perslona' Yellow Persian Rose #5 Containers Rosa rvoodsi Woods Rose #5 container5 ,. �6 38 43 5piraeajaponica 'Froebelii' Froebel Spireo #5 Containers 5 p irea ni pp onica 'Snowmound' Snowmound S p irea # 5 containers I � �- Salix purpurea 'Nana' Dwarf Flue Arctic Willow #5 containers Syringes vulcgarl5 Common Purple Lilac ,IN f 5' 5$5 r 680 � i� r � FERE f NIAL and OROUf 200 Y ER5 #1 Containers f -5 J 3 SNCAMEL TED z y34 37.5 2 5 AUTO COURT - PAVIN& A 2. 5 LANDSGAi°E f3C C1LDER5 NATIVE FROM SITE s k ,% ' 6 RAGE 1 38 s F 84 rt' • P t t$ . Z. EXI5TINC TREE5 \ AL _ - SPRUCE TO REMAIN ORA1 NA6E :5 ALE AL ti SPRUCE TO BE REMOVED �� 3 u P a ' f ASPEN TO REMAIN \ +31 ASPEN TO BE REMOVED s a tr M oa hr � 7Z 5UN DIAGRAM APPROX. 30' STREAM SETBACK APPARENT EAi5EMENT EXI5TIN6 CENTERLINE SEWER �' WETLANL75 LEGEI�[F� - 26 _ - EXISTING CONTOUR F 1007 YEAR FLOOD PLAIN 26 LINE PROPOSED CONTOUR 2% 51-1EET FLOW AND PERCENTAGE OF SLOPE SPOT ELEVATION DRAINAGE SYVALE AND DIRECTION OF FLOW SILT FENCE - LIMIT OF 1215TURBANCE ---- - - - - -- CULVERT / DRAIN PIPE: SIZED EY CIVIL ENG. + SPOT ELEVATION ® DRAIN INLET APPAREL `F�A"SEN+D- EXISTING CENTERL SEWER 8431.4 / � SEWE 1 r , TO ANI i *' MORTAR SET j -�'►r ■ -- 6 i7 p 0. 3 4:, i A,. 1 r. 42 440 r r / APPROX. 30' STREAM 5ETBACIC 100 YEAR FLOOD PLAIN PER 517E SURVEY PROPE'R'TY SE7BACIC EDGE OF 57 REAM r STREAM CENTERLINE WETLAND5 r` APPARENT EASEMENT EXI57INC CENTERLINE SEWER CENTERL 1NE OF 5ANITARY SEWER LINE NOR 7H 5 Design Review Staff Approval 0 51 IO 2O By Joe Batcheller at 2:51 pm, Oct 18, 2013 SCALE: l "= l0' -O" T�� OF ��- (on a 2.4 x 3b " Sheet, 'M'1' ' r-- I r-. CID ID ,i C3 a Q 0 J z C3 � L � 0 CU Uj U) Z 0 U) DENNIS ANDERSON LANDSCAPE ARCHtTECTUR P.a Box 1387 Edwards. Colorado 81632 Phone (974) 396-3745 email daai@oomcast.net Colorado Ucensed Landscape AmNted # 535 117% r: 84411 4i NEW BOULDER WALL 4 ` See next page for this • 75 HIGH MAX portion of the lJJ EXISTING snowmelt calculation. 42 s - -- 12' At5PHALT DRIVEWAY M 0 40 -- -48 8449.1 -_ l . .. l' " L : ;,. ' 1 0 ,_ ---- -- ° 4 4 6� EXI5TIN6 Ex1571NG U)W �UIL27IN6 ASPHALT EDGE .� 4 UT1L 17Y ANI7 PAVING R [Ell CK A� ACCESS EASEMENT J 3 SNCAMEL TED z y34 37.5 2 5 AUTO COURT - PAVIN& A 2. 5 LANDSGAi°E f3C C1LDER5 NATIVE FROM SITE s k ,% ' 6 RAGE 1 38 s F 84 rt' • P t t$ . Z. EXI5TINC TREE5 \ AL _ - SPRUCE TO REMAIN ORA1 NA6E :5 ALE AL ti SPRUCE TO BE REMOVED �� 3 u P a ' f ASPEN TO REMAIN \ +31 ASPEN TO BE REMOVED s a tr M oa hr � 7Z 5UN DIAGRAM APPROX. 30' STREAM SETBACK APPARENT EAi5EMENT EXI5TIN6 CENTERLINE SEWER �' WETLANL75 LEGEI�[F� - 26 _ - EXISTING CONTOUR F 1007 YEAR FLOOD PLAIN 26 LINE PROPOSED CONTOUR 2% 51-1EET FLOW AND PERCENTAGE OF SLOPE SPOT ELEVATION DRAINAGE SYVALE AND DIRECTION OF FLOW SILT FENCE - LIMIT OF 1215TURBANCE ---- - - - - -- CULVERT / DRAIN PIPE: SIZED EY CIVIL ENG. + SPOT ELEVATION ® DRAIN INLET APPAREL `F�A"SEN+D- EXISTING CENTERL SEWER 8431.4 / � SEWE 1 r , TO ANI i *' MORTAR SET j -�'►r ■ -- 6 i7 p 0. 3 4:, i A,. 1 r. 42 440 r r / APPROX. 30' STREAM 5ETBACIC 100 YEAR FLOOD PLAIN PER 517E SURVEY PROPE'R'TY SE7BACIC EDGE OF 57 REAM r STREAM CENTERLINE WETLAND5 r` APPARENT EASEMENT EXI57INC CENTERLINE SEWER CENTERL 1NE OF 5ANITARY SEWER LINE NOR 7H 5 Design Review Staff Approval 0 51 IO 2O By Joe Batcheller at 2:51 pm, Oct 18, 2013 SCALE: l "= l0' -O" T�� OF ��- (on a 2.4 x 3b " Sheet, 'M'1' ' r-- I r-. CID ID ,i C3 a Q 0 J z C3 � L � 0 CU Uj U) Z 0 U) DENNIS ANDERSON LANDSCAPE ARCHtTECTUR P.a Box 1387 Edwards. Colorado 81632 Phone (974) 396-3745 email daai@oomcast.net Colorado Ucensed Landscape AmNted # 535 84411 0 U J 75 W lJJ U f M 0 40 00 844 -_ �w 0 ,_ ---- E m¢ U U)W < EDGE .� 4 > R [Ell CK A� PLANT 4 J LU A 7% f. 4P CL A J rf • J T A 43 g E J 3 SNCAMEL TED z y34 37.5 2 5 AUTO COURT - PAVIN& A 2. 5 LANDSGAi°E f3C C1LDER5 NATIVE FROM SITE s k ,% ' 6 RAGE 1 38 s F 84 rt' • P t t$ . Z. EXI5TINC TREE5 \ AL _ - SPRUCE TO REMAIN ORA1 NA6E :5 ALE AL ti SPRUCE TO BE REMOVED �� 3 u P a ' f ASPEN TO REMAIN \ +31 ASPEN TO BE REMOVED s a tr M oa hr � 7Z 5UN DIAGRAM APPROX. 30' STREAM SETBACK APPARENT EAi5EMENT EXI5TIN6 CENTERLINE SEWER �' WETLANL75 LEGEI�[F� - 26 _ - EXISTING CONTOUR F 1007 YEAR FLOOD PLAIN 26 LINE PROPOSED CONTOUR 2% 51-1EET FLOW AND PERCENTAGE OF SLOPE SPOT ELEVATION DRAINAGE SYVALE AND DIRECTION OF FLOW SILT FENCE - LIMIT OF 1215TURBANCE ---- - - - - -- CULVERT / DRAIN PIPE: SIZED EY CIVIL ENG. + SPOT ELEVATION ® DRAIN INLET APPAREL `F�A"SEN+D- EXISTING CENTERL SEWER 8431.4 / � SEWE 1 r , TO ANI i *' MORTAR SET j -�'►r ■ -- 6 i7 p 0. 3 4:, i A,. 1 r. 42 440 r r / APPROX. 30' STREAM 5ETBACIC 100 YEAR FLOOD PLAIN PER 517E SURVEY PROPE'R'TY SE7BACIC EDGE OF 57 REAM r STREAM CENTERLINE WETLAND5 r` APPARENT EASEMENT EXI57INC CENTERLINE SEWER CENTERL 1NE OF 5ANITARY SEWER LINE NOR 7H 5 Design Review Staff Approval 0 51 IO 2O By Joe Batcheller at 2:51 pm, Oct 18, 2013 SCALE: l "= l0' -O" T�� OF ��- (on a 2.4 x 3b " Sheet, 'M'1' ' r-- I r-. CID ID ,i C3 a Q 0 J z C3 � L � 0 CU Uj U) Z 0 U) DENNIS ANDERSON LANDSCAPE ARCHtTECTUR P.a Box 1387 Edwards. Colorado 81632 Phone (974) 396-3745 email daai@oomcast.net Colorado Ucensed Landscape AmNted # 535 PROJECT: DRAWN BY: DAN DATE: REVISIONS: DRB REVIEW 9 -22 -13 LANDSCAPE PLAN OF 2 U J W lJJ U U7 X M 0 ILJ M 00 �w 0 0 E m¢ U U)W < w WU) I- > ¢a J LU CL PROJECT: DRAWN BY: DAN DATE: REVISIONS: DRB REVIEW 9 -22 -13 LANDSCAPE PLAN OF 2 PLANT SCHEVUL E +CFA OTr BOTANICAL NAME COMMON NAME SIZE 7RPE5 14 Populus tremufoides 7 Picea pungens \ \10 \ 10.0 UTILITY AND Aspen 2.5" - 3 -3" Caliper ACCESS 505% min clumps Collected EASEMENT Colorado Spruce 10-14' High Grade A - Specimen duality. 5HRUB5 0 Cornus alba "Argenteomarginata" Varlegated DogAood #7 Containers corpus stoflniPero Red 7Akg DogAood #7 Containers Cornus stolonffera 'Isantl' lsantf DogAood #7 Containers Picea pungens procumbens DAarf Conifer #5 Containers Potentifia fruticoso 'Jackmannii' Jackmars Potentilfa #5 Containers Prunus x cistern Purple Leaf Plum #5 Containers Ribes alpinum Alpine currant #5 Containers Rosa rugoso Rugoso Rose #5 containers Rosa gfauca Red - Leaved Rose #5 Containers Rosa foetida 'Persiana' YefloA Persian Rose #5 Containers Rosa Aoodsi Aoods Rose #5 Containers Spiroeo japonica 'FroebeIII' Proebel 5pirea #5 Containers 5pireo nipponica 'Snorvmound' Snowmound Spirea #5 containers Oalix purpurea 'Nana' Dwarf Blue Arctic Alilo^ #5 containers Oyringo vulgaris Common Purple Lilac 5' 3$3 I 68o PERENN1AL5 and GROUNI OVER5 J -J LAN123CAPE 30UL1>ER5 NATIVE PRAM SITE L.EGENZ; EFX /ST /NG TREE5 SPRUCE TO REMA I N SPRUCE TO BE REMOVED ASPEN TO REMAIN ASPEN 70 BE REMOVED - -- 2I - EXISTING CONTOUR 26 PROPOSED CONTOUR +� 2-% SKEET PLOW AND PERCENTAGE OF SLOPE 1� 3F07 ELEVA71ON DRAINAGE SAALE AND DIRECTION OF FLOG OIL T FENCE - LIMIT OP D15TURBANCE _ _ - _ _ _ _ - CULVERT / I: RA I N PIPE: SIZED BY CIVIL ENO. + 3FOT ELEVATION ® DRAIN INLET Design Review kr Staff Approval TOXIN OF VAIL I By Joe Batcheller at 2:51 pm, Oct 18, 2013 #1 containers SEDER 4ANH ❑LE 1 r 3�6 38 �i A �4 r A A L) � \ 48 PARCEL A EDGE ❑CI PI 4NIT EX15TI NG BUILDING PARCEL B EXf STING BUILDING NFkN BCJULDER YNALL 4' HIGH MAX � E S Q 5' 10' 2C.7 5CALE: I"=10'-O" (on a24x36 "shoot) ,EXI571NC BUILDING PARCEL 0 Cn C3 ■ L Cu ■ CI 0 0 a Q 0 0 i z w J C.3 0 w z 0 H En w DENNIS ANDERSON LANDSCAPE ARCHITECTURE P.O. Box 13$7 Edwards. Colorado 81632 Phone {970} 390.3745 email daai@comcastnel Colorado Licensed landscape Arcnitecl 4 535 W 0 Q C] J W U U) IL 0 W 0 LLI U3 in Cl) < W � C3 d a ui ui U EL PROJECT: DRAWN BY: DAAI DATE: REVISIONS: DRB REVIEW 9 -22 -13 ■ FMI NORTH SITE LANDSCAPE PLAN L = 2 OF 2 VJ VJ CID C� 1 I I I I I I I 300SF SNOW STORAGE = 10% OF i DRIVEWAY AREA <� A201 - \ / U) - — - - - 8438 8434 -LIZ - \ / \ 8436 r Y 110 - 6 - � / O _ – (8448' -6� \ I PARKING 2 \ -- - A _ ENCLOSED - PARKING 2 ,� O.S OUTSIDE �� CN �OZ S i - 2 [A20]1 ' � � = -__ ❑ 8436- - � 2 2 - I A20 �I - - / I _ 110• - 9., I IL � 01 126' 0" 1 8448' � I / -9" (8464' -0 ")'" \ v ❑� \ y - 58'-6") 8440 ' R C / 8436 R 8438 iC /� /�/G \ / T \ F illy, C6 N � Iii I�C ' - - ❑ //V q _ _ - A202 - - - _ -- — — (9 I 25.62' CID / 36 L - V' i i \ 8 w 1 RED _ - -- �l — — — — — _ - pRN M q R -- - _ - - - - - Q \� G 40;, O 9 Fs T Site 1/8" = 1' -0" 14 � \ I I� Fp �` G�c S TRF '�M sTR�gM SFTe�cK UT/4/7), F�SFMFN P T ROp�R � S�TeAcK Design Review Staff Approval TOWN OF ML By Joe Batcheller at 2:52 pm, Oct 18, 2013 NOT FOR CONSTRUCTION W J Q f-. L-rt � Z W = - L"i F 0 J 0 0 c uln c a •.. 1� J L No. Description Date HARMAN RESIDENCE SITE PLAN Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker A001 Scale 1/8" = 1' -0" o_ LO 0 0 N co N Harman Residence Zoning Analysis: Parcel D 4284 Columbine Dr. East Vail, Colorado Lot Size: 0.535 acre / 23,300 sq. ft. Based on I.L.C.'s by Gore -Range Surveying, L.L.C. Zoning: Two Family Residential Setbacks: 20' Front 15' Sides 15' Rear Height: 33' Sloped Roofs 30' Flat Roofs Landscaping: 13,980 sq. ft. required (60 %) Parking: 4 spaces required GRFA allowed: 7,579 sq. ft. GRFA Proposed: Basement - Osf (100 %below grade, 491 sf actual) Level 1 - 2,179sf (2154 +25) Level 2 - 2,088sf Total 4,267sf 4 Level 2 1/8" = 1' -0" �L Design Review Staff Approval By Joe Batcheller at 2:52 pm, Oct 18, 2013 TOWN OF VAIL i r, 0: X> O p q SzoR�F� �cRFs O - f . , Area 2154 SF Y, LLI LA L J - -- i ❑ V yv Level 1 1/8" = 1' -0" Basement 1/8" = 1' -0" Area, " Q89 SF,� , L 0 I Mini � �R/V/A/ i Area 748 ^SF NOT FOR CONSTRUCTION J 6.FY 4!Y �- Q W = R ii L"I = C -- CD J Q J � � � � C J � A J L r� No. Description Date HARMAN RESIDENCE GRFA CALCS Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker A002 Scale 1/8" = 1' -0" o_ 0 0 N co N EXTERIOR LIGHTING LOT SIZE = 23,300 SF ONE EXT. LIGHT /1000SF OF LOT AREA =23 FIXTURES ALLOWED FIXTURE HEIGHT QUANTITY A 14" ( <18" DO NOT COUNT) 26 B VARIES +72" & +78" 11 Design Review Staff Approval TOWN By Joe Batcheller at 2:52 pm, Oct 18, 2013 A A 8436 W EXTERIOR LIGHTING 3/16" = 1' -0" 9A F I 8440 B NOT FOR CONSTRUCTION J LF7 W 1 , FL L"I � C �� CD J Q J � � � � C J � Ill _ A J S.a L No. Description Date HARMAN RESIDENCE EXTERIOR LIGHTING Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker A003 Scale 3/16" = 1' -0" z> 0- LO N 0 N co N A201 1 NOT FOR CONSTRUCTION W � i. J Ln L.-k Q L+7 CD Cs Q J CD +-.i - C3 W GARAGE SLAB ON GRADE OVHD A J �d e a a 2 A201 A202 2 4 Q° _ No. Description Date - ,• - I - II 1�1 II -, II- I I I I , I I I I a - I 'll � II� II• II - � - - � ° - - -• - -- .- -mss =- - =ii=T _ - - - - '- - -. ^ -. - - - - - - - - -- - °d d - r SOUTH' CRAWL. _ - . ' . NORTH CRAWL ; LOWER LEVEL HALL .�. CRAWLSPA - - CE <5' HT' ' CRAWLSPACE <5' HT. _ WINE ROOM HARMAN RESIDENCE - 1 Design Review A202 L, hl- Staff Approval By Joe BatcheYer at 2:52 pm, Oct 18, 2013 Basement TOWN OF VAIL 1/4" = 1' -0" LOWER LEVEL PLAN Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker Al 00 Scale o_ 0 N co N 1 1/4" = 1' -0" N n 0 N M O N M N A201 LIL1 NOT FOR CONSTRUCTION J LF7 CL �- L W , 1 � FL L"I CD � J C Q J � � � J � C � 4f1 A J 62'-4" L iXPUEST BATH - 3 ED �L ir 3'- 31/4" 8' - 0" 3'- 31/4" 2 A201 I I I A202 2 IDS BATH 2 32 No. Description Date GUEST BED — 16 N KIDS BED 2 Xx STAIR HALL 23 14 UL LA NDRY I I 16'- 21/2" 19' - 71/2" 25 1 \ I -� CL S. UL POWDER L 30 - I MEDIA 31 I N N ' 19 KIDS BED 1 Lr) in 20 K DS ATH 1- 3' -3" 1'' -6" - 30'-41/2' 5'- 7 3/4" 10'- 2 3/4" 1 Level 2 1/411 = 1' -0" -. Design Review Staff Approval TOWN OF VAIL By Joe Batcheller at 2:52 pm, Oct 18, 2013 HARMAN RESIDENCE UPPER LEVEL PLAN Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker Al 02 Scale o_ 0 N co N 1 1/4" = 1' -0" N ;i / / CP cd ', 444 iO OW i OR b 2 5.6 2' w. - N�RN�NG S CID w A, .N bV B - 1 ROOF PLAN 1/8" = 1' -0" Design Review Staff Approval �j By Joe Batcheller at 2:53 pm, Oct 18, 2013 NOT FOR CONSTRUCTION J LF7 CL �— W = R ii L"I � C �� CD J Q J � C J -x A J S.a L 1 No. Description Date HARMAN RESIDENCE ROOF PLAN Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker A103 Scale 1/8" = 1' -0" o_ M O M M 0 N co N West Elevation 1/4" = 1' -0" Design Review Staff Approval � � 1 By Joe BatcheHer at 2:53 pm, Oct 18, 2013 TOWN NOT FOR CONSTRUCTION J LF7 CL — W � � � C J Q � � � C J � Ill _ A J S.a L No. Description Date HARMAN RESIDENCE EXTERIOR ELEVATIONS Project number har -13 Date 09/23/2013 Drawn by Author Checked by Checker A201 Scale 1/4" = 1' -0" o_ 0 N M N Design Review Staff Approval By Joe Batcheller at 2:53 pm, Oct 18, 2013 TOWN OF VAIL;' CUT STONE PIER EXPOSED GLU -LAM BEAM i M i CUT STONE FIREPLACE VENEER L_evel4 126' - -0" 1 j Level3 120' -0" V TAPERED STEEL TRELLIS Level Ail 110' -0" Level 1 100' -0" NOT FOR CONSTRUCTION J LF7 CL — W � � C CD J Q J � C J _x Ill _ A J L No. Description Date HARMAN RESIDENCE EXTERIOR ELEVATIONS Project number har -13 Date 09/23/2013 Drawn by wMC Checked by - A202 Scale 1/4" = 1' -0" o_ rn N CD N co N