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HomeMy WebLinkAboutDRB140025 PLANS APPROVED0 Approved by the Design Review Board TOWN OF VAI L By Joe Batcheller at 2:24 pm, Feb 21, 2014 SNOWBERRY DUPLEX VAI L INTERMOUNTAIN DEV BLK 9, LOT 15 2754 Snowberry Lane, Va i I CO 81657 Vail DRAWING INDEX Ao.1 TITLE SHEET SURVEY A1.o SITE /LANDSCAPE PLAN A1.1 SITE / LANDCAPE PLAN (2) 4 r ?Yk f r, w Az.o GRFA CALCULATION SHEET t9 A2.1 FLOOR PLANS A3.0 EXTERIOR ELEVATIONS V P ir0f' �r.Y L/.R44 -r 1R LF! p ��•$" ,i. -°I' SFIG'AAL4iRYi3R Z Lu M ^� O L.L O O ° a - � M 0 UH P Lu Z w = UM Z co Q 0 U 2 3 c 0 M h N O T F O R C O N S T R U C T 1 O N X W J a D w m 3 0 z s I-- N 0 L J .o 001*000 m V wa Z as I— J Z L O� S Lu W 0 I-- c: ZN \J Lo / N A0.1 TITLE SHEET rc �i t U K 6 Z Q F is O U O N 2 O O O N N N W N R � O N Q M � rl O z LL. Z C) ZZ (D CD U") w w V w W > O » > "' O O O A0.1 TITLE SHEET rc �i t U K 6 Z Q F is O U O N 2 •4 A. GENERAL NOTES 1. DATE OF TOPOGRAPHY: OCTOBER 18, 2007. ADDITIONAL TOPOGRAPHY: SEPTEMBER 14, 2012. ADDITIONAL TOPOGRAPHY FOR REMAINDER OF LOT 16: APRIL 5, 2013. 2. PROJECT BENCHMARK: SEWER MANHOLE MH040 LOCATED NORTHWEST OF THE COMMON NORTH LOT CORNER OF LOTS 15 AND 16, RIM ELEVATION= 8063.2, INVERT ELEVATION (NE)= 8057.0 AND INVERT ELEVATION (N)= 8056.5 (SEE DRAWING). 3. ORIGIN OF BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287.82 (NAVD 88). 4. PEAK LAND CONSULTANTS INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP FOR LOT 15 WERE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER No. 7039072, DATED AUGUST 3, 2007, AT 8:00 A.M.. NO TITLE COMMITMENT OBTAINED FOR LOT 16. 5. 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 CERTIFICATION SHOWN HEREON. SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DATE: BRENT BIGGS COLORADO P.L.S. No. 27598 FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl 36 °56'38" 125.00' 80.60' 41.76' 79.21' N58 °12'15 "E C2 105 °44'52" 100.00' 184.56' 132.10' 159.46' N34 °44'29 "E C3 94 °48'40" 50.00' 82.74' 54.39' 73.62' S29 °16'23 "W SEWER MANHOLE MH020 RIM ELEVATION= 8085.7 INVERT ELEVATION (SW)= 8074.6 r � / 86.4 / 8082.4 � G EG / / / 2.7� / s� >, / 15� / 077.8 / \T / TOP BACK OF EDGE OF CURB AND GUTTER GRAVEL ROAD s 8070.6 %• SEWER MANHOLE MH040 sgM/ 6 807 RIM ELEVATION= 8063.2 / / 8071.5 INVERT ELEVATION (NE)= 8057.0 / Ste/ s I ao75.s INVERT ELEVATION (N)= 8056.5 / FIRE HYDRANT (PROJECT BENCHMARK) / / so/ so (TYPICAL) / I EG � R Y sue/ s� � �- °'l�� FLOWLINE / R s� �1" y so GNT,OF-`NPY� EDGE OF so7o.o/ so/ X50' R1 ASPHALT 84.1 °/ FOUND No. 5 REBAR °9 WITH RED PLASTIC CAPe�o� 4� / L.S. No. 26626 ROADWAY, PARKING AND / , / r, UTILITY EASEMENT o RECEPTION No. 121108 8064.7 / 22 1 INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER. 8055.0 � i�5 WATER SHUT -OFF VALVE ' INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. ' ,A 8052.2 ' v • W+ i EDGE OF ASPHALT 8049.0 J I wV I O� 0 QI Wv , 0 00 O WATER VALVE J (TYPICAL) 8045.4 8043.6 J/ / I SNOWBERRY DRIVE / 806 (50' RIGHT -OF -WAY) / / EDGE OF TOP BACK OF / ASPHALT CURB AND GUTTER / 8033.3 8035.0 8036.8 8039.6 / 8031.9 8032.6 - - 8035.7 - �- - 8039.4 ? 8032.6 8037.5 8040.. ;> R�40 UTILITY 8psp 8060 0 8070 ROADWAY, PARKING AND NO2'23'05 "W UTILITY EASEMENT RECEPTION No. 121108 15.00' INDICATES HIGH DEBRIS FLOW _--- -- OFFICIAL DEBRIS FLOW HAZARD MAP TOWN OF VAIL, ADOPTED OCTOBER 17, 2000 100 BUILDINGS. SETBACK \ O N87 °36 '55 "E - 382.00 8090.5 / ,gal q• / / .- soso.s O \ \ 0 2 oo A o= LOT 16 0.712 ACRES \ - ADDRESS: 2794 SNOWBERRY DRIVE 000 � Ni ILDING TBACK TELEPHONE PED TA (TYPICAL) P,OjER P LE ECT /RIC ETER FOUND DISTURBED No. 4 REBAR UTILITY POLE / /GUY ANCHOR �O �i ���004 8098.6 8120 � P I C ALE EG % 0 10 20 40 N FEET ) 20 ft. 81G29.1 WATER FACILITIES EAS RECEPTION No. 74700 (HATCHED AREA) CONSTRUCTION STAGING AREA FOR LOT 14 WATER TAN/ o I I 8131.0 EG 9D OD U& PIN � � �►� MANHOLE RIM ELEVATION=8' ELECTRIC PEDESTAL ►�' :F� �iiV�j�r��I� c O �� o y BUILDING 0 SETBACK \ V U. S. F. S. LOT 15 \ 1.1454 ACRES DRESS: 2734 SNOWBERRY DRIVE FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 \ \ O CO o0 NCO �o WATER TANK TOP ELEVATION= 8176.0 7'36'55 "W - 220.00' V (J1 0 O 00 LOT 14 o ��p \ F� 1 F �O FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 TOPOGRAPHIC MAP LOT 15 AND LOT 16 VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION BLOCK 9, TOWN OF VAIL, EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. DRAWN: J F CHECKED BY: B B PH: (970)476 -8644 FAX: (970)476 -8616 SHEET 1 Of 1 1000 LION'S RIDGE LOOP, SUITE 1D DATE: 04/08/13 PLC JOB #: 1 602 VAIL, CO 81657 18" C.M.P. ��10 FL = 8109.9 8112.8 EG 18" C.M.P. FL = 8114.3 /8115,3 EG �' ���004 8098.6 8120 � P I C ALE EG % 0 10 20 40 N FEET ) 20 ft. 81G29.1 WATER FACILITIES EAS RECEPTION No. 74700 (HATCHED AREA) CONSTRUCTION STAGING AREA FOR LOT 14 WATER TAN/ o I I 8131.0 EG 9D OD U& PIN � � �►� MANHOLE RIM ELEVATION=8' ELECTRIC PEDESTAL ►�' :F� �iiV�j�r��I� c O �� o y BUILDING 0 SETBACK \ V U. S. F. S. LOT 15 \ 1.1454 ACRES DRESS: 2734 SNOWBERRY DRIVE FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 \ \ O CO o0 NCO �o WATER TANK TOP ELEVATION= 8176.0 7'36'55 "W - 220.00' V (J1 0 O 00 LOT 14 o ��p \ F� 1 F �O FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 TOPOGRAPHIC MAP LOT 15 AND LOT 16 VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION BLOCK 9, TOWN OF VAIL, EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. DRAWN: J F CHECKED BY: B B PH: (970)476 -8644 FAX: (970)476 -8616 SHEET 1 Of 1 1000 LION'S RIDGE LOOP, SUITE 1D DATE: 04/08/13 PLC JOB #: 1 602 VAIL, CO 81657 PROPOSED GRADE MEETS 16.347 8104' -0" _ -E-Xt5TING-0�DE AT— MO' -0" 8102' -0.. — _ -- ���►- - -� / Q 0 \ 8100' -0.. — - - -- g� 8098' -o.. 8096' o.. 13.94% —-- / 8094' -0.. 8092'-0'' _ D.A5HE2LINE.INDJCATE5 EX15TING GRADE @ CENTERLINE -- F�1E 8090' -011 �0 0 - / 8o88' -o.. — _ 5OLI9+1-NE-IN-DIG T 5 Q i 8o86' -o" PROPD_5_ED .GKADE_9 -CE NIFRI INE. 14.87 EXISTING GRADE THI5 5EGTION; 19.40 % MAXIMUM GRADE (EX'G� i _ 8084 0„ _ ' G ci ON 8080' -oll ��.� 0�qo 94) / 8078' -o.. _ — �� , RPO� / ZZ 8076'-o .. _ - _ o �5�� °�' 4�0�2 / PR �� 8074' -0" — - - 5EWER MANHOLE MH020 tia °1 °k o 8072' -0" —.�� RIM ELEVATION =8085.7 6, /Z EXISTING CUL -DE -SAC 8071' -0" 2 PROFILE A A AT ROAD CENTERLINE INVERT ELEVATION (5W)= 8074.6 1 " = 10' -0" c4 �' /� Z PAVING TO CONTINUE 20 E / PROJECT INFORMATION - 51TE INFORMATION SITE PLAN GENERAL NOTES PAST DRIVEWAY (TU AROUND) s�i �� 4N ER WALL ZZ ADDRESS: 2744 and 2754 5NOW13ERRY DRIVE, VAIL GO 81657 1. SURVEY INFORMATION (INCLUDING PROPERTY LINE, EASEMENT, $$ o 0. WALL�5 5H WN' LEGAL DESCRIPTION: VAIL INTERMOUNTAIN DEV SUB BLK 9, LOT 15 BUILDING ENVELOPE, UTILITY STUB -OUT5 AND TOPOGRAPHICAL INFORMATION) / sE o / % PARCEL NO: 2103 - 143 -01 -045 TAKEN FROM PEAK LAND CONSULTANTS, INC. TOPOGRAPHICAL MAP LOT 15 T.O. W L A5 / LOT 5IZE: 1.1454 ACKE5 AND LOT 16, VAIL INTERMOUNTAIN 5U5DIVI510N BLOCK 9, TOWN OF VAIL, EAGLE / sE (8078) BUILDABLE AREA: 35,482 of COUNTY, CO. COORDINATE SANITARY DRAINAGE CULVERT T BE s / ! / REQUIRED PARKING SPACES: SIDE A - 3 SPACES, SIDE B - 4 SPACES ( / \ WATER TANK OVERFLOW - / 5EWER LINE AND CONNECTION DETERMINE NTRAGTOR sE 807Z' ") / PROVIDE RIFRAF BOULDEK5 TO 5 ALE FROFOSED PARKING SPACES: 4 PER SIDE, 8 TOTAL ENCLOSED 2. THI5 51TE PLAN DEPICTS THE FOKFO5ED LOCATION OF MAJOR BUILT WITH UTILITY OR G ENGINEER) / s� / / / ` COORDINATE GR DING111�1 FIELD DRIVEWAY AREA: 960 5F (NOT INCLUDING ACCE55 RD) IMPROVEMENTS ON LOT 15 IN RELATION TO THE PORPOERTY LINES, sE / / / 5NOW STORAGE AREA: 703 5F EASEMENTS, AND BUILDING ENVELOPE, FROFO5ED UTILITY CONNECTIONS ARE s8 / �' /� TELEP ONE P�DEST L ALSO SHOWN AND HAVE BEEN BASED ON DEVELOPER /CONTRACTORS sE / /\ �� FO ER POLE GKFA ALLOWABLE: 9643 5F DIRECTION. CONTRACTOR TO VERIFY UTILITY CONNECTIONS WITH UTILITIES. SEE � 8076' 20' CENTERLINE / / GKFA PROF05ED: 7971 5F SEE GKFA PLANS LANDSCAPE PLAN FOR PROPOSED PLANTING INFORMATION. / ( ) / �O EM ELECT IC METER / O ( ) y� > o / RADIUS ;--,Co q�09 / co LANDSCAPE AREA: 9,448 5F propo5ed, 36,441 5F undisturbed ex'g. N, r s� / A 0 /�O / / 51TE COVERAGE: 20% MAX, 6499 5F/35,482 = 18.3% PROPOSED 3. CONTRACTOR TO COORDINATE REQUIREMENTS OF WATERLINE ` r sE / \� aol° c q�0 �� Y7o'9 / ATEKLINE FjKOM TANK'S ABOVE BUILDING HEIGHT: 33' MAX COVERAGE AND RE- GRADING OF ACCESS ROAD WITH EKW5D. A � s 18075') O �� / 00� COORDINATE FINAL COVERAGE AND /OR / DWELLING UNITS: 2 �s rj 0 �s ' 000 r 00 INSULATION WITH EKW5D IN FIELD FENDING EMPLOYEE UNITS: 0 5,452 / 49,894 = 10.9% / s� � � � � � � — � � �, � � � � � � %� `�� / INVESTIGATION OF BUILT CONDITION $� 1� . (8074 / 7 9E� '"s .✓ 315 �, off. r / 001 ( E °�� `o UTILITY POLE GUY ANCHOR r, 13.0. WALL 8178' / CUK13 STOP AT / T.O. WALL 8184' 6 -6 B.E.G / f i (8071') �� �� RE HrK fiw 13.0. WALL 8185' - i T.O. WALL 8190' o /� CONSTRUCTION STAGING, \' / \ / ° �� �`' O 8.0. WALL 8091' 3103 DUMF5TER AND MATERIAL STORAGE OF \L % r �/ / j�� z F T.O. WALL 8096 3110 V 076 / �, � 8077) �� o 8112 — SNOW STORAGE AREAS N - 0 z � / \ �p�v pl /'� � DRAINAGE CULVERT (TO BE / \ p\ (� s� Q� ��P pQ DETERMINED BY CONTRACTOR OR / / o� / �P5 � ��\ \ / / CIVIL ENGINEER) 18 x 40 SHOWN t / �a'� \ \p �p °I° X05 / / 8.0. WALL 8097 T.O. WALL 8102' / 41 CONCRETE FAN AT °� �` !�� \ 8116 EDGE OF ASPHALT, TYP /GAS METER O APO COORDINATE GAS LINE s // E F L O WER ROOF / cp CONNECTION WITH UTILITY % NO / / / �s / / / / / FOOTPRINT OF GARAGE D.C. WALL 8103' / / � / / T.O. WALL 8108 / 807p / V`�� �, �i� p s EDGE/0F GAR�E �" / � � / � / ♦ p.A.� � �� � i � 5 s� � �� 15 EP T. . CONG 5L B pc / / 0. W L 6072 p� �\�� g\ , s i 8.0. WALL 8109' \ ` �, Nl �.0. V7ALL 8078' \ / \p� °� °` �� ij / / N �` R7 / / 801-7 � @� �i NG � � \ /- \� � �9 � � T.O. WALL 8112' lool T.O. GONG 03 i ROADWAY, PARKING �'0 �0 B.D/W 72 ,�� / 1�9 i / 0 PO ON OF GARAO / / AND UTILITY EASEMENT / ' WA 8074 IN ETBAC FER TTED / / ENTRY (GRFA NOT WITHIN S TBAGK) / / %� N \ o) / CoD` PER �'2 -21 -12 / / / O / i ED OF LO ER ROOF / i EDGE OF �wp- FOOTPRINT ROOF 1000, 01 / GAS METER / GAKA E / `I�� OF UFF7k 5TOK1 , \ / co -- / // <�O/ OUTLINC OF UPPER PORTIO�d / � � �� �� / / � / \ � ��� OF B DING 0 i �0 �- ED E OF UPP ROOF 4 I�OI 05ED co ENCE/ 8.0. WALL 8080 � T.O. WALL 8086 R, co tx \ O9 / � / / B.O. WALL 8088 �. / V- / 13.0. WALL 6112' (b T.O. WALL 8093' / 0�1 �� / / / , �0. WALL 8118' 8.0. WALL 8094' r.o. WALL 8100' �� / -� / / o / s loO / / / / / / � / / /� 8.0. WALL 8178' / / T.O. WA 8184 / O 8.0. WALL 8100 / O T.O. WALL 8106' � � � 8.0. WA/LL 8124' X0 T.P./WALL 8130 1611110 C) 8106, / � / /Qj� / l i l / SITE GRADING PLAN 00 O� oN N N N oo � m� Z Lu 2 E 01 -02 -2014 TON DESIGN REVIEW o � V O 02 -14 -2014 5 O t 0, — CD progress set - 90% V M O HU 04-08 -2014 a D Z W PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTIONA- TECTURE Z CV M N O O V t -6 V t V °- n iu M u'1 X w J 0 W m 3 0 z SIGNED 04/08/2014 �00 OU U J m � a J Z� 0 Z 0 11 Lo iy N w N �06 z d' J CV ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TON DESIGN REVIEW 01 -27 -2014 TON DESIGN REVIEW revised 02 -14 -2014 TON DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO ©COPVRIG -14 INTENTIONA- TECTURE SITE /GRADING PLAN A1.1 I oll,S ARE DK V 1" -1' -0 )cg 5(: E) plant Schedule O T �! �! Symbol Common Name Scientific Name Count Size O 1 Aspen PT Populus tremuloides 21 2 " -3" Cal. lue Spruce PP Picea pungens 3 10' -14' B &B O N � R IV — Engelman Spruce PE Picea engelmannii 4 10' -12' B &B Western Snowberry SO Symphoricarpas occidentalis 5 Woods Rose RW Rosa woodsii 5 50% 5 50% 7 gal gal Bluemist Spirea SB Caryopteris incana 5 Ground Cover Assorted Ground Cover and Perrennials: 60% of area are gallon o container and 40% of area are flats. (32, 2 1/4 pot per flat) New Sod East Unit = 485' w Native Grasses � Seed to match and Wildflower exist and West Unit 465' surounding area 8384 sf proposed. New landscaping to recieve temporary drip irrigation except in areas of manicured lawns. Manicured lawns to recieve permanent pop —up head irrigation. Approved by the Design Review Board TOWN OF VAIN By Joe Batcheller at 2:25 pm, Feb 21, 2014 5EWEK MANHOLE MH020 KIM ELEVATION= 8085.7 INVERT ELEVATION (5W)= 8074.6 UV�V.J (a085)� I O (808 ) • �� a'I �b 82) Q / 8 6.4 4' 0 U4�E KIV A L L 'C 8082.4 EG N 8b8. i 2:7 :..,..... Q�� TELEPHONE PEDESTAL 18' WIDE ASPHALT DRIVE (TYPICAL) / 5 E ( &.077 ` t @ 8.5/0 (UNHEATED � ... - / PO ER POLE 0 f CONSTRUCTION STAGING; RZ° E CTRIC 0 E 077. �� Q DU MP5TER AND MATERIAL STORAGE \\ S c� METER / CO \�\\� F \ . X507 0 1zINT OF GARAGE � // I � �� W GAS AND ELECTRIC METERS \ -... : y W 8071 UTILITY POLE E / / S / SE For landscaping info only. s� Refer to A1.1 for site plan. SE SE E / � SNOW / S SE E / S P�� 4' CONCRETE PAN AT EDGE OF ASPHALT 18' WIDE ASPHALT DRIVE 0 8.5% (UNHEATED) 8064.7 / ROADWAY, PARKING / --AND UTILITY ESE,( ENT 9P 8057.1 CO m4 PROJECT INFORMATION ADDRESS: 2754 SNOWBERRY DRIVE, VAILCO 81657 LEGAL DESCRIPTION: VAIL INTERMOUNTAIN DEV SUB BLK 9, LOT 15 PARCEL NO: 2103- 143 -01 -045 LOT SIZE: 1.1454ACRES 49,894 BUILDABLEAREA: 35,482 sf REQUIRED PARKING SPACES: 3 PER SIDE, 6TOTAL PROPOSED PARKING SPACES: 3 PER SIDE, 6TOTAL DRIVEWAYAREA: 96o SF (NOT INCLUDING ACCESS RD) SNOW STORAGEAREA: 703 SF GRFAALLOWABLE: 9643 SF GRFA PROPOSED: 8711 SF 8,097 LANDSCAPEAREA: 9,448 SF proposed, 36,441 SF undisturbed ex'g. SITECOVERAGE: 20% MAX, 6499 SF- T3s48;x -4 PROPOSED BUILDING HEIGHT: 33' MAX 9,979 5,207 10.4% DWELLING UNITS: 2 EMPLOYEE UNITS: o /GUY HO / ANC K FIRE YDK T g �. �' FPdTPRIN OF PER ORIES TYPICAL EG. CID C 91U 0 . W W � :.. Q AL 5 E COV RAGEI / PUIL I G62 55F STORAGE ARE 5 W �... j W W DRIVEWAY L OT- f244 SF TOJAt: -6499 5F // 8070.0 cp _) P �qti�' G� � -11 (0 c06 C 00 CO FOOTPRINT OF UPPER ORIES RONT'5ET/PACK KINT OF G RAG 'CO / / / / .......... y �9� O v s SITE /LANDSCAPE PLAN 1 11 = 10 1-011 114ilkir Z W M O 0 O Z P M 0 P Z H w = M Z 0—,00 Q 2 3 Co V) N O T �! �! F O R C O N S T R U C T 1 O N X W oeJ a D w m 0 Z OLo Lo J .o t-16 LU a o> Z � Q a Z� Z:) T W0 F- N J Lo > CV Al .0 SITE /LANDSCAPE PLAN a Q w x } U 0 N m �! �! :2 000 N N N W N � R F- O N o 3: 3:3: ry W m W W W O Cz Cz Cz 'L. z 0 zz 0 0 o w U") (f) v ,,_, o 0 0 W 0 >» N 000 � N Al .0 SITE /LANDSCAPE PLAN a Q w x } U 0 N m Approved by the Design Review Board TOWN OF VAI Z E By Joe Batcheller at 2:25 pm, Feb 21, 2014 For snow storage info only. Refer to A1.1 for site plan. SEWER MANHOLE MH020 KIM ELEVATION= 8085.7 INVERT ELEVATION (5W)= 8074.6 I EG 8112.8 EG 7 0 1$0 \ \�� � , / i � �o � ■ �OPO�(O i / 8100')/ � / 1\ j 8095.2 / / I 80y� �� \ 9 .4 EG j / �090 � 8G X090 21/ J090.5 / . (508 • �a� %° ` 0� is ' ', '' - / All 82) / o 0 6.4 4' OU ER ALL / / / / / / / / / / / 8 � � / $ 8082.4 EG / P Q Z / TELEf HONE FEPE5TAL w P�Q SF ) 0 (TYPICAL) 18 WIDE ASPHAL T RIVE D $F 8Q7 / / 8129!1 / 8.5% UNHEATED.... �/ / / /'U / / Ch EG \TY ICAL P �� :; W ✓ TA E COV�EIAG [3 u 11 DI G 62P5 5F SNOW STORAGE ARE 5 - e DRIVEWAY LOT.:/i4-4 5F Snow storage y o � � TOJ�AL: -6499 SF/ complies � 8070.0 AI / ,o y ep 8069 / ONCRETE PAN w, o : i E OF ASPHALT /� s, �MA :N fi 11000 I I � x jz / CON5TKUCTION STAGING CO �titi� / AREA FOR LOT 14 WATER TANK (0 Q) .. 0 1 / FOOTPRINT OF UPPER ORIES V, -w J SETPACK 1 5 E� y SPRINT OF C2 KAGF� GO SITE /LANDSCAPE PLAN 1 If = 201_0II Z W M O O O Z P M O V LU P Z H W v M Z Q g 2 3 M V) N O T �! �! F O R C O N S T R U C T 1 O N X W oeJ a D w m 0 Z 0 Lo J -o t-16 w �a Z � J Z:) i W0 �V) J 11 Lo N H S a Q w s� a U 0 N m �! �! :2 000 N N N W N � R F- O N o ��� www w m � O �cz cz z c5 zz U 0 z o www v ,,_, o 0 0 O >» N 000 N H S a Q w s� a U 0 N m SQUARE FOOTAGE CALCULATION: 51DE A: M E 130.2 5F FIR5T LEVEL (NET) 996 5F 5ECONDLEVEL 1054 5F THIRD LEVEL 1671 5F FOURTH LEVEL 3851.2 5F TOTAL GRFA U (3857 5F ALLOWABLE: 40% OF TOTAL) SIDE 5: 67.8 5F FIK5T LEVEL (NET) 1117 5F 5ECOND LEVEL 1151.5 5F THIRD LEVEL 1783 5F FOURTH LEVEL 4119.3 5F TOTAL GRFA (SIDE B) 7970.5 5F TOTAL PROP05ED GRFA (A +B) (9643 5F TOTAL ALLOWABLE) Complies with GRFA 130.2 5F ADJUSTED GRO55 5F 51DE B: 1804.8 5F TOTAL 5F: X.37 A13OVE GROUND f EKCENT 1 FIRST FLOOR 667.8 5F SUBTOTAL (600 5F) PARKING DEDUCTION 67.8 5F ADJUSTED GKO55 5F Z LU M E 01 -02 -2014 N O O V TOM DESIGN REVIEW revised 02- 14-2014 O O t a 02 -19 -2014 CD progress set- 90% V O t CD PERMIT ISSUE U a� 6 Z �- W 2 U PROJECT NUMBER: 1304 DRAWN BY: SB ®COPVPoOHT2014 NTENiION HRCHITEClUPE Z N 04 M E co O V O -Q V 3 E O c M Lna X w J a D DC iy w m 3 0 z ✓ 0 f I� SIGNED 0• 0• LO 0c) OU J \ m � J W Z Z r— Z:) 0) O < d' < Lo ly N W N Z 06 J CV ISSUED FOR: DATE TOM DESIGN REVIEW 01 -02 -2014 TOM DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02- 14-2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set- 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BY: SB ®COPVPoOHT2014 NTENiION HRCHITEClUPE GRFA PLANS A2.0 I I I I z' I N I I MASTER I 15EP 4� LINEOFR°°FAB°VE I I I I I I I I I z' I I I I CLOSET I I 2' o f I --------- - - - I CL0O5ET 1 CLOT I — — I -- - - - -- - - MASTFF BFD V �I I IHALL Q ul I CLOSET F-1 - -- - -- II MONTIG LW 4 FLOOD ELEV I I STAIP I I I KITCHEN II I I I �IrAIIJG II I I II I II II � G) I II II L II III II _ I II If I I I T KITCHE N DI Nl c, I II Z' TF l ! ! I I� II I II - - - - - - - - - - - II I I I III I I I (a--- D 4 FOURTH FLOOR 1/8'. - x,_0.1 1� I I lil I I I II II II II — II II II II I I jlj I I I II II I I I I I ____0 O I I I I III I I I II II II II I I III I I I II II I I II III I I I II II II I I II - I I I I I I N 3 THIRD FLOOR /8„ - 1 ' -0" I Approved by the Design Review Board TOWN OF VAI L By Joe Batcheller at 2:25 pm, Feb 21, 2014 lI 11 11 I 11 11 11 C 2 SECOND FLOOR - � M 0 T V U /8" - 1 1.011 Lu T w = N -I O Z Lu M N L.L O O O C ° O) - � M 0 T V U Z Lu T w = N I� U CA M CD Z Lf Q 0 _ � 3 V W W ;_ ;v LO N O T F O R C O O N S T R U C CN T 1 O N X W J Dafie iY w m 3 0 z z �_N 0 L J .0 my W .a o> za) as � J Z O� C N Lu w O H c: zN J > N A2.1 FLOOR PLANS t V K 6 4 r z S7 0 U O N am K O O O O GV CV CN CV LL, GV I� V Cr CD � W W .' W % % m W W W W D OZ CD Z C!) Z (D Z C� Z I- in Z75 E75 E75 Lf) V w W 0 W 0 W 0 W 0 W »» 0 O 000 � N A2.1 FLOOR PLANS t V K 6 4 r z S7 0 U O N am K 0 N I: a� C t 0 7 0 1 A3.2 O N 10 PARKING SPACE 8'X18' T.O. SLAB @ EDGE 8178' -0" - i :: ®< 1N EG 5LOFE TO DRAIN eYR PARKING SPACE w 8'X18' 12" FIT FOR LEVATOR 4" PVC RADON FIFE WITH N -LINE FAN (PROVIDE POWER) 12 11 02 -19 -2014 CD progress set - 90% V O c 10" MECHANICAL CHASE: COORDINATE SIZE WITH NICAL 5UBG�TOR TYF. 0 FLOOR DRAIN HIGH-EFFICIENCY GAS BOILER (92% EFF. MIN) AND 51DEARM TANK WATER STORAGE TYF. T.O. SLAB @ PIT 8177 -0" SIN 30' -611 16' EDGE OF BUILDING ABOVE (FOURTH FLOOR) 51 II 2 5111 SLOPE TO RAIN 0 DRAIN w M E T.O. 5LAB C@ EDGE TOY DESIGN REVIEW �o 20 ' " -9 1 5 I 18' -3211 12 11 02 -19 -2014 CD progress set - 90% V O c ELEVATOR BY "ROCKY U � D Z 8178' -0" W MOUNTAIN ELEVATOR t— U Q) UP 2" R a 7 -E /8" DRAWN BV: SO 0-- GHT21114 INTENTIONAR SEE TYPICAL NO E5 ON UNIT A FOR MEC ANICAL Z y PRODUCTS" - 5UBMIT SHOP ACE PARKING SPACE LINE OF BUILDING ABOVE E EQUIPMENT N DRAWINGS AND COORD t —6 V > V REQ'5. C O STAIR W/ HANDRAIL/GUARDKAIL a � M GARAGE TO RECEIVE 1 LAYEK u'1 REFER TO SECTIONS AND DETAILS SLOPE TO DRAIN 5/8" TYPE X DRYWALL STAMPED AND STAINED CONCRETE FL00R — - A <.. 3 "0 X 7 "0 SELF CLOSING GARAGE TO RECEIVE 1 LAYER 20 MIN 518" TYPE X DRYWALL OF SLOPE TO DRAIN _ FLOOR DRAIN GARAGE A101 CONC 18" HIGH BENCH STAMPED AND STAINED CONCRETE FLOOR CONTINUE STONE VENEER TO COVER ALL EXPOSED GONG (TYP) ° — — — IN _ I ENTRY HALL A100 CONC / i., T.O. SLAB 8176-0" � 1 X 7011 W p r� z ° W W o � J O W (s) Q co x _ x to N I ; P ENTRY HALL — B100 CONC — T.O. SLAP \ 8172' -0" /DBL 3'0" � I — — FARKING 5FACE PARKING SPACE GARAGE B101 CONC p FLOOR F -1 _ �7N � — — — — — — — — �� ----- - - - - -� S O p PARKING 5 ACE T.O. SLAB 8'X18' 11 8172'- 0 T.0.5LAB J PARKING SPACE f pQ pip PI STAIR W/ HANDRAIL /GUARDRAIL @36 REFER TO SECTIONS AND DETAILS 12" FIT FOR ELEVATOK I 3' 0" X 7' 0" NELF CLONING \ 20 MIN - FOR MORE STAIR INFORMATION s ' sk T.O. SLAB @EDGE (5176-0" OPTIONAL METER LOC - VERIFY W /DEVELOFEK 4" FVG RADON PIPE WITH IN -LINE FAN (PROVIDE POWER) EXHAUgT AT ROOF, TYF k T.O. SLAB 8172' -0" EXTEND WALL TO UNDERSIDE OF W. ROOF (THIS SECTION) FLOOR DRAIN SLOPE TO DRAIN _ F _ - -- — _- - - - - -- I� I I SLOPE TO RAIN 0 DRAIN 1 ELEC METER- RECESS IN STONE VENEER AND FROV DE WOOD DOOR GAS METER I Im z DOOR HEAD ABOVE RECESSED LIGHTS ABOVE KECE55ED HOUSE NUMBEK ALCOVE - USE THIN VENEER ASPHALT DRIVE RE: 51TE PLAN 1 A4 2 N 0 — TIM13EK COLS AND BEAM ABV RE: 5TRUC - EDGE OF PATIO - STAMPED CONCRETE LINE OF ROOF ABV (LOWER) 30'-6" 1 A3.1 II � pFT I T.O. 5 AB w 8172'- " STONE VENEER (TYF) I J 18' -0" X 9' -0" OVERHE D DOOR I�FFHB T.O. SLAB 8171' -6" RECESSED HOUSE NUMBEK ALCOVE - USE THIN VENEER SLOPE TO DRAIN 30' -6" T.O. SLAB 8172' -0" 5' -72" IB C.". L L_ L/ LIVEI IJ lIV VVL I A5FHA T DRIVE RE: 517E FLAN I 19' m 4' -92" J A4.1 � A4.4 0 0 FIRST FLOOR PLAN A2.1 SCALE: 1 /4" = 1' -0" 1 A3 4 H 0 N I O M O 0 O CV 1 A4.5 "J Z w M E T.O. 5LAB C@ EDGE TOY DESIGN REVIEW �o O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O c H U � D Z 8178' -0" W t— U Q) UP 2" R a 7 -E /8" DRAWN BV: SO 0-- GHT21114 INTENTIONAR SEE TYPICAL NO E5 ON UNIT A FOR MEC ANICAL Z y ACE PARKING SPACE LINE OF BUILDING ABOVE E EQUIPMENT N PARKING 5 t —6 V > V L C O STAIR W/ HANDRAIL/GUARDKAIL a � M GARAGE TO RECEIVE 1 LAYEK u'1 REFER TO SECTIONS AND DETAILS 5/8" TYPE X DRYWALL STAMPED AND STAINED CONCRETE FL00R a.�,. FOR MORE STAIR INFORMATION 3 "0 X 7 "0 SELF CLOSING GARAGE TO RECEIVE 1 LAYER 20 MIN 518" TYPE X DRYWALL SLOPE TO DRAIN _ FLOOR DRAIN GARAGE A101 CONC 18" HIGH BENCH STAMPED AND STAINED CONCRETE FLOOR CONTINUE STONE VENEER TO COVER ALL EXPOSED GONG (TYP) ° — — — IN _ I ENTRY HALL A100 CONC / i., T.O. SLAB 8176-0" � 1 X 7011 W p r� z ° W W o � J O W (s) Q co x _ x to N I ; P ENTRY HALL — B100 CONC — T.O. SLAP \ 8172' -0" /DBL 3'0" � I — — FARKING 5FACE PARKING SPACE GARAGE B101 CONC p FLOOR F -1 — — — — — — — �� ----- - - - - -� S O p DPH 3' °aq ° ;a - .ba I - Ink ��- sk T.O. SLAB @EDGE (5176-0" OPTIONAL METER LOC - VERIFY W /DEVELOFEK - i '- i k T.O. SLAB 8172' -0" EXTEND WALL TO UNDERSIDE OF W. ROOF (THIS SECTION) DRAIN SLOPE TO DRAIN _ F _ - -- — _- - - - - -- I� -� T.O. SLAB @EDGE O OVERHEAD DOOR 8178 D � � 18 0 X 9' - — RE:5TRUC 1 ELEC METER- RECESS IN STONE VENEER AND FROV DE WOOD DOOR GAS METER I Im z DOOR HEAD ABOVE RECESSED LIGHTS ABOVE KECE55ED HOUSE NUMBEK ALCOVE - USE THIN VENEER ASPHALT DRIVE RE: 51TE PLAN 1 A4 2 N 0 — TIM13EK COLS AND BEAM ABV RE: 5TRUC - EDGE OF PATIO - STAMPED CONCRETE LINE OF ROOF ABV (LOWER) 30'-6" 1 A3.1 II � pFT I T.O. 5 AB w 8172'- " STONE VENEER (TYF) I J 18' -0" X 9' -0" OVERHE D DOOR I�FFHB T.O. SLAB 8171' -6" RECESSED HOUSE NUMBEK ALCOVE - USE THIN VENEER SLOPE TO DRAIN 30' -6" T.O. SLAB 8172' -0" 5' -72" IB C.". L L_ L/ LIVEI IJ lIV VVL I A5FHA T DRIVE RE: 517E FLAN I 19' m 4' -92" J A4.1 � A4.4 0 0 FIRST FLOOR PLAN A2.1 SCALE: 1 /4" = 1' -0" 1 A3 4 H 0 N I O M O 0 O CV 1 A4.5 "J Z w M E 01 -02 -2014 TOY DESIGN REVIEW �o O 02 -14 -2014 O t 0, 02 -19 -2014 CD progress set - 90% V O c H U � D Z W t— U Q) DRAWN BV: SO 0-- GHT21114 INTENTIONAR TE UR Z y CV M E m O V 0 t —6 V > V L C O a � M u'1 X w J 0 W m 3 0 z OO SIGNED 04/08/2014 00 OU U � � N m � a J W Z 0 Z Lo w N 06 Z� \J / N ISSUED FOR: DATE TON DESIGN REVIEW 01 -02 -2014 TOY DESIGN REVIEW 01 -27 -2014 TOM DESIGN REVIEW revised 02 -14 -2014 TOM DESIGN REVIEW revised 02 -19 -2014 CD progress set - 90% 03 -18 -2014 CD PERMIT ISSUE 04-08 -2014 PROJECT NUMBER: 1304 DRAWN BV: SO 0-- GHT21114 INTENTIONAR TE UR FIRST FLOOR PLAN A2.1 EAVE HT 8120' -3" PROJECTED EXI5TING i GRADE - 33,1, — — PROJECTED POROP5ED R °° GRADE - 33' FOURTH FLOOR 81o6' -0" - �- Fn THIRD FLOOR 8o96' -o" 5ECOND FLOOR 8o8G -0" o 0 GARAGES // — L— — --------------- - 807:L'- 6�' � o o 0 D a 0 0 4 a Q o o o a J __j O �❑ I �// / / I � I I I I I I I I I I I WEST ELEVATION — — — — — J SCALE: 1/8" = 1' -0" I\ pa FOURTH FLOOR FOURTH FL00 81oG -o" 81oG -o" Y 0 . Approved by the Design Review Board TOWN Of VAI L By Joe Batcheller at 2:25 pm, Feb 21, 2014 THIRD FLOOR 8ogG -o" 5ECONDFLOOR 8086' -o" \ T.0 ROOF PROJECTED EXISTING 8133'-2-1/4" \ GRADE - 33' EAVE HT 8123'_6" � OL EAVE HT 8122' -3" EAVE HT 5T" °O \ a ❑ PROJECTED POROP5ED 8118'- 11 -1/4" 36 "HIGH2 "DIA D ❑. Q / \ GRADE - 33' PIPE5TEEL RAIL O 5TONE / - - - ONE �° ❑� ❑ �D HORIZ WOOD VERT w000 \ L] El ❑ FOURTH FLOOR o° 8112' -0" �° ° \� - - - - -_ i ❑ ❑\° EKr II II❑ ° 5TONE I � o❑ II II II STONE 00 ❑ ❑ \ II 4 1 0 ---------------------- II II I II I U— — — — — — — — — — — — — — — — — — — — — — — — — — — — — EAST ELEVATION SCALE: 1/8" = 1' -0" 0 p D � r /J a 04 0 4 a d a a o R a ❑ THIRD FLOOR 8102' -0" SECOND FLOOR 8092' -0" GARAGE 8078' -o" SOUTH ELEVATION SCALE: 1/8" = 1' -0" A EXTERIOR FIN15H NOTES: 51DING: STUCCO: CEMENTITIOU5 W /ELA5TOMERIC PAINT - 5TO "DIAMOND DUST" STONE: "TELLURIDE NEGRIL" WITH FLUSH, 5MEARED MORTAR JOINTS HORIZ WOOD: STAINED R5 1X8 CEDAR, PORTER "EBONY" VERTICAL WOOD: R5 CEDAR - PORTER "CINDER" FASCIA: R5 CEDAR; 2X10 OVER 2X12 5U5FA5CIA, PORTER "EBONY" SOFFIT: 1X4 T &G R5 CEDAR, PORTER " EDONY" ROOF: ASPHALT 5HINGLE5: GAF "TIMBERLINE ULTRA HD, 111301)" STANDING SEAM METAL AT ENTRY: DARK DKONZE TRIM: STUCCO: 5TUCCO REVEALS W/ SLOPED SILL 5TONE: 5TONE JAMB AND HEAD A5 5HOWN WOOD: HORIZONTAL: 2X6 R5 CEDAR VERTICAL: RIPPED 2X ON EDGE W/ 1" REVEAL, SLOPED 51LL W/ METAL FLASHING TO MATCH 13EAM5 - 5EAM5 TO ACT A5 TRIM A5 5HOWN DUKTH L12' -0" SCALE: 1/8" = 1' -0" I I --/- `" Z Lu M ^� O L.L O O ° P - � M 0 UH P Lu Z H w = U "_ M Z Lr Q O V 2 3 0 n Co L N O T F O R C O N S T R U C T 1 O N X W J a D w m 3 0 z s ll�-- N O Lo 1,0 001*000 m V wa 0 Z as I— J Z L O� Ul Lu L1J U I— C ZN J Lo \ / N A3.0 ELEVATIONS c U K 6 z P, 0 0 N m 0 0 0 N N N LL N V C) M rI ti � 2 w w w ww ww m � O � � cz D �� z o www V ,,, 0 m 0 w > >> 0 v� O O O N A3.0 ELEVATIONS c U K 6 z P, 0 0 N m VIEW FROM LOT TOWARD NORTH +EAST SNOWBERRY DUPLEX intention architecture DESIGN REVIEW -FEB 19 2014 VIEW FROM LOT TOWARD SOUTH + WEST ` =� } - SNOWBERRY DUPLEX intention architecture DESIGN REVIEW -FEB 19 2014 i t r ok Ll L` ; 57 Yn■ Approved by the Design Review Board TOWN OF VAI L By Joe Batcheller at 2:26 pm, Feb 21, 2014 intention architecture .. . MATERIALS PALETTE: STONE - "Telluride Negril" with smeared mortar joints - thick and simple detailing to appear load bearing STUCCO - Similar shade /tone to q mortar in stone; relates to, but does q } not imitate stone - cream /taupe color found in stone. _ a WOOD - Dark dark brown, leaning ._ ;. more toward charcoal than brown- some variety to distinguish horizontal from vertical wood W Y i SNOWBERRY DUPLEX DESIGN REVIEW -FEB 19 2014 r 7� A L4- Approved by the Design Review Board OWN VAIL By Joe Batcheller at 2:26 pm, Feb 21, 2014 T OF %jr L YJ _j Li P. fl- .6 . , j o % 6\,r is 70 SOUTH ELEVATION SCAli: 3/324 -- V-0" SNOWBERRY DUPLEX intention architecture DESIGN REVIEW -FEB 19 2014 TOWN OF VAIL Approved by the Design Review Board By Joe Batcheller at 2 :26 pm, Feb 21, 2014 EAST ELEVATION 1PCAIL. 3/3 -2' - rw SNOWBERRY DUPLEX intention architecture DESIGN REVIEW -FEB 19 2014