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Home My WebLink AboutB07-0131 plansLOT 6-A UA RA GE F.F. =8006.,3' GRAPHIC SCALE 10 20 SANITARY MANHOLE op A 128.8.1 -3 R/M MANHOLE 8018.13' , p 0 LIJ Its FF. 8007.71' / /I - r ,- fn og EL 199 A ( IN FEET ) I inch = 10 ft, CONTOUR INTERVAL = I FOOT BASIS OF &EV SANITARY SEWER MANHOLE A-128.819.8-3 RIM ELEVA 77ON = 8018.13` DENOTES CONIFEROUS TREES WITRUNK DIA. DENOTES DECIDUOUS 7REES WITRUNADIA. THIS I, Duane f a dut registered land survemr in the State of Colorado, do hereby certify that the survey shown hereon. was done by me or under my and the ho'n'zontal and vertical measurements best of my knowledge and belief. MM M KR 1 [U F3- E m atv !C - C, Q� < 0 LJ �A-S.V:5 EL 9 z z Hcxil .5 E'. U_ ftp 5 � I i,-_ 0 E9 c ' E w a s;S • • U Q� 0 • [U F3- E m atv !C - C, Q� < 0 LJ �A-S.V:5 EL 9 z z Hcxil .5 E'. U_ ftp 5 � I i,-_ 0 E9 c ' E w a s;S • • < • J, > 0 < 0 0 z 0 0 < STANDARD ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR W/ NI H A.F.6 ABOVE FIN15HED 6R4 DETAIL i - � �'AILHOOKOM SQUARE FOOT ACOU5. ACOUSTICAL JT. JOINT ADJ. ADJUSTABLE LAM. LAMINATE ANCH. ANCHOR LAV. LAVATORY APPROX. APPROXIMATELY LIN. LINEN ARCH, ARCHITECTURAL LT. L16HT ATTEN. ATTENUATION LTAT. LIGHTWEIGHT AWN AWNIN6 MA MANHOLE BDRM. BEDROOM M.O. MASONRY OPENING 5D. BOARD MACH. MACHINE BLPG. SUILDIN6 M. MA5TER BLK. BLOCK MAX. MAXIMUM BLR. BOILER MECH. MECHANICAL BM. BEAM MTL. METAL BOT. BOTTOM MFGR. MANUFACTURER C.B. CATCH 5A-SIN MIN. MINIMUM G.&. CORNER GUARD M.W MICROWAVE G.J. CONTROL JOINT Mm. MOUNTED C.M.U. CONCRETE MASONRY UNIT N.I.G. NOT IN CONTRACT G.O. CLEAN OUT NEC'Y NECESSARY G.T. CERAMIC TILE (N) NEA GAB. CABINET NOM. NOMINAL GEM. CEMENT Q.G. ON CENTER GER. CERAMIC O.D. OUT5IDE DIAMETER C.I.P. CAST IN PLACE OP6. OPENING 01-6. CEILIN6 PT. PAINT CLOS. OL05ET PARTN. PARTITION GLR. CLEARANCE PH. PHONE COL. COLUMN PL. PLATE CON. CONCRETE PLAS. PLASTER CONT. CONTINUOUS PLNK. PLANK CON5T. CONSTRUCTION PLWD. PLYWOOD CPT. CARPET PORC. PORCELAIN D. DRYER O.T. QUARRY TILE D.W 015HAA5HER R. RISERS DBL. DOUBLE R.D. ROOF DRAIN PET. DETAIL R.O. ROUGH OPENING DIA., DIAMETER RAD. RADIUS PIAG. DIAGONAL RE: REFERENCE DIM. DIMEN51ON REG. RECE55ED DN. DOWN REF. REFRIGERATOR DR. DRAIN REINF. REINFORCED DA6. DRAWING REQ D REQUIRED DUMP5TR. PUMP5TER RES. RE515TANT E.J. EXPAN5ION JOINT RESIL. RE51LIENT EA. EACH RET. RETAININ6 EL, ELEVATION REV. REVISION ELECT. ELECTRICAL RM. ROOM EN6. EN61NEER R.5. ROUGH 5AWN EQ. EQUAL 5.5. STAINLESS STEEL EQUIP. EQUIPMENT S.V. SHEET VINYL EXIST. EXISTING 5CHED. SCHEDULE EXP. EXPANSION SECT. SECTION EXT. EXTERIOR 56LT STRUCTURAL GLU -LAM TIMBER F.D. FLOOR DRAIN BHT. SHEET FDN. FOUNDATION 5HLV5. SHELVES FFE FINISH FLOOR ELEVATION SIM. SIMILAR FIN. FLR. FINISH FLOOR SPEC. SPECIFICATION FIX. FIXTURE SQ. 5QUARE FLUOR. FLUORESCENT STD. STANDARD FPHB FREEZE PROOF H05E BIB 5TL. STEEL FREZ. FREEZER STRUCT, STRUCTURAL FRM. FRAME 5U51` SUSPENDED FT. FOOT T. TREADS FTC. F.V. FOOTING FIELD VERIFY T.5 TO BAR 6.1. 6ALVANIZED IRON T45 TEG TOP P AND BOTTOM TONGUE AND GROOVE &FP. 6A5 FIRE PLACE T.O.C. TOP OF CONCRETE 6A. GAUGE TEL. TELEPHONE &ALV. 6ALVANIZED TF THROUGH &EN. GENERAL T.TO PAPER HOLDER 6L. 6RT. 6LASS &ROUT T.O. O. TOP OF O GYP. 6YP5UM T.O TOWN O F VAIL 6W5. 6YPSUM WALL BOARD T.O.A. T.V. TOP OF HALL TELEVISION H.B. HOSE518 TYPICAL H.M. HOLLOW METAL U.O. U.O.N. UNLESS OTHERAISE NOTED HDRL. HD. HAND RAIL HEAD Y.G.P. VITRIFIED CLAY PIPE HDWD. HARDAOOD V.C.T. VERT. (V) VINYL COMPOSITION TILE VERTICAL HORIZ. H) HORIZONTAL N. WASHER HT. HTR. HEIGHT HEATER A.G. WATER OL05ET IN, INCH W.F. WIDE FLAN &E 52 A.P. WATERPROOF IN INSULATION W.A.P. WELDED WIRE FABRIC INT. INTERIOR WATER -RES. WATER RES15TANT INV. INVERT WD. WOOD J.S. JUNCTION BOX WJO WITHOUT MI SG. ABBREVIATIONS DR,"I NG CONVENTIONS D W/ NI H ° DEGREES ' DETAIL i - � �'AILHOOKOM SQUARE FOOT t PLUS OR MINUS fE PROPERTY LINE SECTION LErIEx ROOM c>~ CENTER LINE DR,"I NG CONVENTIONS i DOOR DESI6NATOR DETAIL DESI6NATOR A Dom TYPE� � yrALL 'TYPE PR�C)6RESS 2O I-WE RATiNS IN MWES DETAIL i - � �'AILHOOKOM QI WINDOW DE516NATOR M GRAVEL BLDG. SECTION DE516NATOR REFERENCE SECTION LErIEx ROOM SHEE two SHOM NAMMt - -Room NAME PAVERS NUMBER PLYWOOD FINISH m= 4 ) 100 , -0" SPOT ELEVATION PZVISEV ,q{�A STUD OF DRAWING / CONCRETE 2 IATiON LETTER ADDENDUM 57 7' Yi. 9HOM 5 KEY PLAN DE516NATOR W2 5Y5Ti =M NOTES DE516NATOR e CEILIN& HEIGHT i . a DRMINCB INDEX �k PR�C)6RESS PLAN CHWK COMPACTED BACKFILL GRAVEL LUMBER WOOD SHEET # k % 4 k�z % % 4 w ' PAVERS EXI5TIN6 WALL PLYWOOD PARTICLE BOARD G.I.P. STEEL STUD &ROUND LINE / CONCRETE 05/0210'1 / AA / LL J/ 0. 06/27!0'7 GATT INSULATION R161D INSULATION GMU * xe ,4000 / N STONE CONCRETE FLATWORK + . a DRMINCB INDEX E N E3 t N, cz� A U 5-- ADMIN15TRATIVE INFO. • z M • ,, . - COLORADO :. . BUIL DIN6 COD TYPE V RC - RESIDENTIAL CLUSTER QbN CB- ERIC BM IN&ALeE 1I10 CASOLAR DEL NORTE DR VAIL, COLORADO 51657 P: 212.574.105b F: 504.200.4254 E: erICberingcIvsc oI6Oo.GOm AR,GHITECT BILE,. PIOR4E, MINCIPAL IN CHAS FRITZLEN PIERCE ARCHITECTS 1650 E. VAIL VALLEY DRIVE, CI VAIL, COLORADO 51657 P: 870.476.6542 F: 170.476.4g01 E: 51LL@\ /AILARCHITECT5.COM 9N -T!._ 6C S : NEtW CONSTRUCT ROLAND J. KJE550 PO 5OX 54lq VAIL, CO 7 61655 P: 170.545.1001 F: cI70.545.gg7q E: ROLLIE@NED50.COM TIM BOYLE 145 E. MEADON DRIVE #5c1O • • ~Ar i. 11 0 . 4 - 76 . 21 - 70 • :. c N N I DeSION BUILD ISSUE RECORD PROGRESS 155UANGE 04.26.07 PERMIT 155UANGE 05.02.07 PLAN CHECK COMMENTS 05.27.07 m E JUN 2 5 2 001 s jo 1 650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 �( OVER E PERMIT PR�C)6RESS PLAN CHWK SHEET # DE50RIPTION HY ESSUANGE ISWANGE GomNim S 05/0210'1 05/ 06/27!0'7 ,4000 COVER SHEET FPA + L -1 SITE PLAN SMAC L -2 LANDSCAPE PLAN SMAC L -5 LANDSCAPE DETAILS 5MAC 9 STIOI STAGING PLAN FPA D200 LOWER LEVEL DEMO PLAN FPA D201 MAIN LEVEL DEMO PLAN FPA ® �! D202 UPPER LEVEL DEMO PLAN FPA • ® �� AIOI SITE PLAN I=PA 0 A200 LOWER LEVEL FLOOR PLAN FPA A201 MAIN LEVEL FLOOR PLAN FPA A202 UPPER LEVEL FLOOR PLA FPA 0 0 A205 LEVEL THREE FLOOR PLAN FPA ® 0 A204 ROOF PLAN FPA ® 0 A501 NO RTH 4 SOUTH ELEVATION FPA 0 A502 EAST 4 WEST ELEVATION FPA • 0 A401 BUILDING SECTION FPA * i 0 A402 BUIL DING SECTION FPA 41111 0 i ASOI BUILDING DETAILS FPA ActOI DOOR 4 WINDOW SCHEDULES FPA +� Aci02 DOOR AND WINDOW DETAILS FPA 51 FOUNDATION 4 L.L. DECK FRAMING 5EI A 52 MAIN LEVEL FRAMING PLAN BEI 0 55 UPPER LEVEL $ LOW ROOF FRAMING. 5EI , !4s 54 ROFF FRAMING PLAN 5EI 55 DETAILS BEI * �� E200 LOWER LEVEL ELECTRICAL PLAN FPA 11► E201 MAIN LEVEL ELECTRICAL PLAN FPA E202 UPPER LEVEL ELECTRICAL PLAN FPA E N E3 t N, cz� A U 5-- ADMIN15TRATIVE INFO. • z M • ,, . - COLORADO :. . BUIL DIN6 COD TYPE V RC - RESIDENTIAL CLUSTER QbN CB- ERIC BM IN&ALeE 1I10 CASOLAR DEL NORTE DR VAIL, COLORADO 51657 P: 212.574.105b F: 504.200.4254 E: erICberingcIvsc oI6Oo.GOm AR,GHITECT BILE,. PIOR4E, MINCIPAL IN CHAS FRITZLEN PIERCE ARCHITECTS 1650 E. VAIL VALLEY DRIVE, CI VAIL, COLORADO 51657 P: 870.476.6542 F: 170.476.4g01 E: 51LL@\ /AILARCHITECT5.COM 9N -T!._ 6C S : NEtW CONSTRUCT ROLAND J. KJE550 PO 5OX 54lq VAIL, CO 7 61655 P: 170.545.1001 F: cI70.545.gg7q E: ROLLIE@NED50.COM TIM BOYLE 145 E. MEADON DRIVE #5c1O • • ~Ar i. 11 0 . 4 - 76 . 21 - 70 • :. c N N I DeSION BUILD ISSUE RECORD PROGRESS 155UANGE 04.26.07 PERMIT 155UANGE 05.02.07 PLAN CHECK COMMENTS 05.27.07 m E JUN 2 5 2 001 s jo 1 650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 �( OVER E TW 80 BW 8014 TN 8016. BW 5015 TN 8012 BW 8008 —~- ,,`, TN 801(o BW 8015 PERFORATED DRAIN PIPE IN FILTER SOCK. DRAIN TO DAYLIGHT STONE 5LAB STEPS (4) - 7"R15ER5 12 "TREAD5— _T 5011 BW 80O't TN 5014 BW 5� 012�� °� 7 B I r r 0E50RIPTION: 4,20.07 LANDSCAPE SUB. 5.20.07 r STONE SLAB STEPS REVISION 6.25.0 - 7 REV1510N 1 E (5) `t'R15ER5 12 "TREA05 00. 00' S K _ -- _ TN 5010 NEW DE t { r r TN 5006 �Z r { { BW 5002 v NS 'Q) 01.6 y i i - NS ©0 -.. TN E500 1 s i TN 50 r BW °F�1�5.62 BW 5008 I � r ' r O I Q ( , ' �Q1 { o C Q (5) 1 12 / t � - .62 ! fr LIMITS OF TURB CE t ? yy 80 0 5' { r BOULDER RETAINING ' N72 33 32 "E 00. / WALL (TYP.) _ - _ TN 11.5 •° 1 rM r t ng NEAT'ED GONGftE'i'E DECK A5PHAL T 0, h r -°« 5' CONCRETE WAYI t _..� i1- • ME wi f r r r W r { WINDOW WELL (TYP) r O COJ�lCTE -P��l VEWAY T1� r d 0E50RIPTION: 4,20.07 LANDSCAPE SUB. 5.20.07 REV15ION STONE SLAB STEPS REVISION 6.25.0 - 7 REV1510N (5) `t'R15ER5 12 "TREA05 r.- TN 5010 NEW DE BW 000 r ` r TN 5006 � BW 5002 - 01.6 i i - -.. TN E500 s i TN 50 r BW °F�1�5.62 BW 5008 I � r ' r STONE SLAB 5TEP5 "RISERS "TREAD5 ' (5) 1 12 / t , - .62 ! fr PERFORATED DRAIN PIPE t IN FILTER SOCK. DRAINS t { TO DAYLIGHT (TYP.) _ IN .ETELEV. 1 rM t ng NEAT'ED GONGftE'i'E DECK TA/ 5 O� SPA t r RIVER ROCK COBBLE T 8 07 - �{{. t 2% 5 OPE "5PLA5H BLOCK" BELOW W OO _ ! TOW LL 1 WALL 5OUPPER5 (TYP.) BOULDER (TYP RETAINING WALL STONE VENEER RETAINING WALL (TYP.) 1 7 -'1 " Z .0 f ` G I� W/ RAILING TO MATCH DECK RAILING. {� F .65 ` 1 DRAIN INLET MXV. " Jf OOLORED CONCRETE TERRAOE WITH STAMPED EDGE. COLOR AND PATTERN TO BE 5ELEOTED BY OWNER. F I REPI T W1 STONE VENEER SURROUND. ° FIRREPIT TO CONTAIN UL LISTED 82" 1�t ( "MOMBO" L06 SET AND BURNER WITH r� D IN T YL 6HT", ELECTRONIC 16NITION. TN 1CICIa.65 ,� fig TN DRAIN TO DAYLIGHT WALL SCUPPER (TYP.) RIVER ROOK COBBLE d O SPLASH BLOCK AT 0 0 I xr BW 10.5 � � .� ..� � .e. �,..®� .. _. — — �- �- � °- °�° w- .� ° °" DAYLIGHT OF DRAIN (TYP.) *— — -.. � .�..� — — — — "° � � .� '� .p �. �' � LIMIT5 OF DISTURBANCE d r (1-5E *lERAL MOTES I. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR(5) SHALL 5TAKE OUT ALL AREAS AND E5TABLISH ELEVATION5 FOR ALL WALKS, STEPS, WALLS, FENCES AND SHALL OBTAIN THE APPROVAL OF THE LAND5CAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK 5. NOTES AND DETAILS ON SPECIFIC DRANIN65 TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS, 4. CONFLICTS OR D15OREPANCIE5 WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. 6RADE5 SHOWN ARE FIN15H 6RADE5. 5UB6RADE5 NEEDED TO ATTAIN FILL OR TOP501L PLACEMENT ARE NOT REFLECTED. HOLD FINISH 6RADE5 FOR PLANTIN6 AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLE55 OTHERWISE NOTED ON THE DRAWIN65. 6. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH SECURED STRAW BALES ANDIOR 5 WRAP5 OF 5NOW FENCE PER TREE. A 6' FENCE SHALL BE ERECTED AT DRIP LINE OF TREE. 6" OF MULCH MATERIAL SHALL AL50 BE SPREAD FROM BA5E OF TREE TO DRIP LINE OF TREE. - 7. ROAD CUTS AND ANY OTHER CONSTRUCTION IN THE ROAD R16HT -OF -WAY SHALL CONFORM WITH EA6LE COUNTY REOUIREMENT5 5. ALL FINISHED 6RADE5 SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POOKET5. PROVIDE A MINIMUM 3% AND MAXIMUM 55% GRADIENT, UNLE55 OTHERWI5E NOTED. q. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE 5011-5 REPORT PREPARED BY THE 6EOTECHNI CAL EN61 NEER. 10. 15" COBBLE DRIP EDGE, WHERE NECE55ARY, TO BE CENTERED ON ROOF EDGE LINE. ROCK TO BE RIVER ROOK COBBLE AND LAID UPON FILTER FABRIC 50 THAT NO FABRIC 15 EXPOSED. ALSO, COBBLE AND FABRIC TO BE PLACED AT ALL DOWNSPOUT5. 11. ALL WALL5 OVER 4' HI6H TO BE DE516NED BY A PROFF55IONAL ENGINEER. 12. THE 6E0TECHNICAL ENGINEER SHOULD APPROVE WALL 5UBDRAIN MATERIALS AND SPECIFICATIONS. TEMPC?RAR'I" EROSI CONTROL 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRAOTICE5. 2. A "6EOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF D ISTURBANCE DOWNHILL OF 0ON5TRUCTION AND IN PATHS OF DRAINA6E PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH 6RADE 15 ACHIEVED, 5. AT THE BASE OF TOP501 L OR F I LL501 L 5TOOKP1 LED ON 51 TE , A "6EOFAB " SILT FENCE OR 5TRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL 51 LT AND 5ED I MENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTIN6 THE RELEA5E OF 5EDIMENT- LADEN WATER (MUD) FROM THE SITE AND SHALL BE REG2U I RED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE EAGLE COUNTY OFFICIALS, IF PROBLEMS OCCUR. MITS OF DI5TURBANCE ArelEm Landscape Architecture P.O. Box 115 1 Avon, CO 81620 Ph, 970.949.6490 1 Fax 970.262.2162 Email I studio @sonesmac.com DATE: 0E50RIPTION: 4,20.07 LANDSCAPE SUB. 5.20.07 REV15ION &.12.01 REVISION 6.25.0 - 7 REV1510N r.- .r r r r ' r r (1-5E *lERAL MOTES I. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR(5) SHALL 5TAKE OUT ALL AREAS AND E5TABLISH ELEVATION5 FOR ALL WALKS, STEPS, WALLS, FENCES AND SHALL OBTAIN THE APPROVAL OF THE LAND5CAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK 5. NOTES AND DETAILS ON SPECIFIC DRANIN65 TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS, 4. CONFLICTS OR D15OREPANCIE5 WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. 6RADE5 SHOWN ARE FIN15H 6RADE5. 5UB6RADE5 NEEDED TO ATTAIN FILL OR TOP501L PLACEMENT ARE NOT REFLECTED. HOLD FINISH 6RADE5 FOR PLANTIN6 AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLE55 OTHERWISE NOTED ON THE DRAWIN65. 6. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH SECURED STRAW BALES ANDIOR 5 WRAP5 OF 5NOW FENCE PER TREE. A 6' FENCE SHALL BE ERECTED AT DRIP LINE OF TREE. 6" OF MULCH MATERIAL SHALL AL50 BE SPREAD FROM BA5E OF TREE TO DRIP LINE OF TREE. - 7. ROAD CUTS AND ANY OTHER CONSTRUCTION IN THE ROAD R16HT -OF -WAY SHALL CONFORM WITH EA6LE COUNTY REOUIREMENT5 5. ALL FINISHED 6RADE5 SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POOKET5. PROVIDE A MINIMUM 3% AND MAXIMUM 55% GRADIENT, UNLE55 OTHERWI5E NOTED. q. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE 5011-5 REPORT PREPARED BY THE 6EOTECHNI CAL EN61 NEER. 10. 15" COBBLE DRIP EDGE, WHERE NECE55ARY, TO BE CENTERED ON ROOF EDGE LINE. ROCK TO BE RIVER ROOK COBBLE AND LAID UPON FILTER FABRIC 50 THAT NO FABRIC 15 EXPOSED. ALSO, COBBLE AND FABRIC TO BE PLACED AT ALL DOWNSPOUT5. 11. ALL WALL5 OVER 4' HI6H TO BE DE516NED BY A PROFF55IONAL ENGINEER. 12. THE 6E0TECHNICAL ENGINEER SHOULD APPROVE WALL 5UBDRAIN MATERIALS AND SPECIFICATIONS. TEMPC?RAR'I" EROSI CONTROL 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRAOTICE5. 2. A "6EOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF D ISTURBANCE DOWNHILL OF 0ON5TRUCTION AND IN PATHS OF DRAINA6E PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH 6RADE 15 ACHIEVED, 5. AT THE BASE OF TOP501 L OR F I LL501 L 5TOOKP1 LED ON 51 TE , A "6EOFAB " SILT FENCE OR 5TRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL 51 LT AND 5ED I MENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTIN6 THE RELEA5E OF 5EDIMENT- LADEN WATER (MUD) FROM THE SITE AND SHALL BE REG2U I RED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE EAGLE COUNTY OFFICIALS, IF PROBLEMS OCCUR. MITS OF DI5TURBANCE ArelEm Landscape Architecture P.O. Box 115 1 Avon, CO 81620 Ph, 970.949.6490 1 Fax 970.262.2162 Email I studio @sonesmac.com DATE: 0E50RIPTION: 4,20.07 LANDSCAPE SUB. 5.20.07 REV15ION &.12.01 REVISION 6.25.0 - 7 REV1510N FLAN f r t r 1 r I r r r� S °j3'32 "w 60. 00' - - - - - - - - / - 1 / 1 r / i 4 1 r 1 � 1 k hi f QTY. SYMBOL COMMON NAME BOTANIC NAME SIZE DECIDUOUS TREES 2"7 PTA QUAKING ASPEN POPULUS TREMULOIDE5 2 -3" CALIPER DECIDUOUS/ EVERGREEN SHRUBS 4 AA5 NATIVE 5ERV I CEBERRY 5 PKD KATHRYN DYKES POTENTILLA 15 55U URAL FALSE 5PIREA 7 PAR RU551 AN 5A6E 6 AT5 TALL WESTERN 5A6E5RU5H 4 RWR WOOD5 R05E 5 VLM MOHICAN WAYFARING TREE 5 PVM NATIVE CHOKECHERRY 5 CNN DWARF BLUE RABBITBRU514 I SPE NATIVE RED BERRIED ELDER 5 505 MOUNTAIN 5NO1 4 050 COLORADO DOGWOOD 3 PPG GLOBE SPRUCE AMELANCHIER ALNIFOLIA POTENTILLA FRUTIOOSA 'KATHRYN DYKES' SORBARIA 5ORBIFOLIA PEROV5KIA ATRIPLICIFOLIA ARTEME5IA TRIDENTATA ROSA WOOD51 VIBURNUM LANTANA 'MOHICAN' PRUNU5 V I RG 1 N I ANA MELANOCARPA CHRY50THAMNU5 NAU5EO5U5 NAU5EO5U5 SAMBUCUS PUBEN5 5YMPHORICARP05 OREOPHILU5 CORNU5 5TOLONIFERA 'COLORADO' PICEA PUNGEN5 5 CAL. CONT. 5 GAL. CONT. 5 GAL. CONT. 5 GAL. CONT. 5 CAL. CONT. 5 GAL. CONT. 5 1 545 5 GAL. CONT. 5 GAL. CONT. 5 GAL. CONT. 5 GAL. OONT. 5 GAL. CONT. 6 GAL. CONT. Lanciscape Hrcnitecture P.O. Box 115 1 Avon, CO 81620 Ph. 970.949.6490 1 Fax 970.262.216il Email I stu e 9 5 0 50 2 PKD Q� 5 PTA REVEL D 15TUF WITH N C�RAFHI L.Er--:; 5Y1 3 DE Sr R EXISTING EVERGREEN TO REMAIN. SEE SURVEY FOR SIZES. EXISTING ASPEN TO REMAIN. 5EE SURVEY FOR 51 ZF5. EXISTING EVERGREEN TO BE RELOCATED RELOCATED EVERGREEN EXISTING A5PEN TREE TO BE REMOVED. EXISTING CONTOURS LIMITS OF DISTURBANCE DATE: DESCRIPTION: 4.20.0`7 LANDSCAPE SUB. 5. 20.0 - 7 REVISION 6.12.0 � f REVISION t � 1 I * } EXISTING EVERGREEN TO REMAIN. SEE SURVEY FOR SIZES. EXISTING ASPEN TO REMAIN. 5EE SURVEY FOR 51 ZF5. EXISTING EVERGREEN TO BE RELOCATED RELOCATED EVERGREEN EXISTING A5PEN TREE TO BE REMOVED. EXISTING CONTOURS LIMITS OF DISTURBANCE DATE: DESCRIPTION: 4.20.0`7 LANDSCAPE SUB. 5. 20.0 - 7 REVISION 6.12.0 REV1510N 6.25.07 REVISION LANZ�SC.AFE FLAN L-2 LNT HUL QTY. SYMBOL COMMON NAME BOTANIC NAME RETAINING 6 -12" DIA. DECIDUOUS TREES EXI5TIN6 GRADE 27 PTA QUAKING ASPEN POPULU5 TREMULOIDE5 2 -3" CALIPER DECIDUOUS/ EVERGREEN 5HRU35 -1 -1 4 AA5 NATIVE 5ERVICEBERRY AMELANCHIER ALNIFOLIA 5 GAL. CONT. 5 PKD KATHRYN DYKES POTENTILLA POTENTILLA FRUTIOO5A 'KATHRYN DYKES' 5 GAL. CONT. 13 55U URAL FALSE 5PIREA 5ORBARiA 5OR5iFOLIA 5 GAL, CONT. 7 PAR RU551AN SAGE PEROVSKIA ATRIPLICiFOLIA 5 GAL. CONT. 6 AT5 TALL WE5TERN 5AGEBR.U5H ARTEME51A TRIDENTATA 5 GAL. CONT. 4 R.WR WOODS ROSE R05A WOOD51 5 GAL. CONT. 3 VLM MOHICAN WAYFARING TREE VIBURNUM LANTANA 'MOHICAN' 5 3 PVM NATIVE OHOKEOHERRY PRUNUS VIRGINIANA MELANOOARPA 5 GAL. CONT. 5 CNN DWARF BLUE RABBITBRU5H CHRY50THAMNU5 NAU5EO5U5 NAU5EO5US 5 GAL. CONT. I 5PE NATIVE RED BERRIED ELDER 5AM5UOU5 PUBEN5 5 GAL. CONT. 3 505 MOUNTAIN 5NOW5ERRY 5YMPHORICARP05 OREOPHILU5 5 GAL. CONT. 4 050 COLORADO DOGWOOD OORNU5 5TOLONIFERA 'COLORADO' 5 GAL, CONT. 3 PPG GLOBE SPRUCE PICEA PUNGEN5 6 GAL. CONT. FLANTIN6 NOTES LOWER COURSE OF BOULDERS TO BE 1. THE PLANT LIST 15 PROVIDED FOR THE CONVENIENCE OF THE BURIED A MINIMUM OF 1/2 WIDTH INTO GRADE. CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL PLANT COUNTS PERFORATED DRAIN PIPE IN FILTER AND IF A DISCREPANCY EXISTS THE PLAN SHALL GOVERN. SOCK. DRAIN TO DAYLIGHT. 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES, THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. 3. LAND50APE CONTRACTOR TO RECEIVE 517E GRADED TO +/ -0.33 FOOT OF FIN15HEP GRADE. 4. FINAL LOCATION AND STAKING OF ALL PLANT MATERIALS SHALL BE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH PLANTING OPERATIONS UNTIL STAKING 15 FULLY APPROVED 5. PLANTING BACK FILL MIX 15 TO CON515T OF 8O90 NATIVE TOPSOIL., AND 2090 COMPOST. 6. SHRUB BEDS AND TREE WELLS ARE TO BE MULCHED WITH 3" SHREDDED MULCH. MULCH SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO — I INSTALLATION. — '---• 7. ALL PLANTING BEDS SHALL BE SEPARATED FROM NATIVE 6RA55 AREAS BY i I — I I 18 "X6" GALVANIZED STEEL EDGING. TACK EDGING IN PLACE WITH 12" EDGING I — III PINS AT 40" MINIMUM 5PAOIN6. —_ .. S. ALL DECIDUOUS TREES ARE TO BE 5TAKED WITH 5' STEEL "T' STAKE5 AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE I � I STRAPS, ALL EVERGREEN TREE ARE TO BE STAKED WITH THREE 5' STEEL IT' STAKES AND GUYED WITH #12 GALVANIZED WIRE AND 1 - 1/2" WIDE, GREEN, NYLON TREE STRAPS. 11�-I I I�f 11-1 I I�f l= 111 G 1 - 1 I I E I II ==111 a. LAND50APE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE 4" DEPTH TOPSOIL TO PROP05EP PLANTING BEDS. CONTRACTOR SHALL ALSO SUPPLY AND DISTRIBUTE 4 CUBIC YARDS "EKO " COMP05T PER 1000 5F TO PROPOSED PERENNIAL AREAS. MIXTURE TO BE CULTIVATED TO A DEPTH OF 6" AND FINE GRADED TO PROVIDE P051TIVE DRAINAGE. EXPORT EX15TiN6 SOIL IF NECESSARY, 10. SHRUB BEDS AND TREE WELL5 IN NATIVE AREAS ARE TO BE MULCHED WITH 3 " (DEPTH) SHREDDED CEDAR MULCH. 11. PREPARATION OF NATIVE 6RA55 AREAS RILL INCLUDE THE FOLLOWING: - LOOSEN 501L TO A MINIMUM OF 4" DEPTH, REMOVE STONES OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - D15TR15UTE 2" OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL. - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REOUIRED TD DRAIN. 12. ALL DISTURBED AREAS TO BE REVEGETA T ED WITH NATIVE 6RA55 SEED MIX 5OWN WITH THE FOLLOWING MIX AT A RATE OF 42 Ibs. PER ACRE: 15% OREEPING RED FESCUE 590 SHEEP FESCUE 2596 ARIZONA FESCUE 3096 CANADA 5LUE6RA55 10% IDAHO FE5CUE 1590 SLENDER WHEATGRA55 13. ONE APPLICATION OF A DI- AMONIUM PH05PHATE FERTILIZER, 15 -46 -0 AT THE RATE OF S Ibs, PER 1000 s.f., SHALL BE BROADCAST PRIOR TO 5EED I NG. 14. MULCH ALL 5OWN AREAS WITH 2 " -3 " OF WEED FREE 5TRAW. TACKIFY 5TRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 lbs. PER ACRE. 15. ALL SEEDED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE INSTALLED WITH EROSION CONTROL NETTING. 16. AFTER 5EEDING, RAKE OR DRAG SURFACE OF 501L LIGHTLY TO REINCORPORATE SEED INTO TOP I /8" OF SOIL. 17. LAND50APE CONTRACTOR SHALL INSTALL AN l8" WIDE ROCK (TO MATCH COLOR OF HOUSE VENEER) DRIP EDGE AT ALL ROOF DRIP LINES. LINE RIVER ROOK WITH FILTER FABRIC 15. ALL NEWLY PLANTED TREES AND SHRUBS SHALL BE IRRIGATED WITH AN AUTOMATED DRIP 5Y5TEM. PERENNIAL FLOWER BED5 SHALL BE IRRIGATED WITH 12" POP -UP SPRAY HEADS OR MICRO JET SPRAY HEADS FROM DRIP SYSTEM. ZONE SUN AREAS AND SHADE AREAS SEPARATELY. I-::[. LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE YEAR FOLLOWING THE PLANT'S INSTALLATION. 20, NO TREES SHALL BE PLANTED IN AN EXISTING FIRE HAZARD. 21. ALL NEW AND EXI5TIN6 PLANT MATERIAL MUST COMPLY WITH EAGLE COUNTY WILDFIRE REGULATIONS. ADJACENT CONCRETE TERRACE. 2 NOTE: STONE VENEER WALL AND FOG TO BE D5516NED BY STRUCTURAL ENGINEER. COMPACTED 5UBGRADE = I ii�� I I 1A F in =_ -- - 11 N I B L 1 NOT TO 50ALE RAILING TO MATCH FURN15HiN65 ON HOUSE. FLAG5TONE CAP FLAGSTONE DRAINAGE SCUPPER (SEE PLAN FOR LOCATIONS) III STONE VENEER TO MATCH HOUSE —RIVER ROCK COBBLE "SPLASH BLOCK" BELOW SCUPPER (71'P) NOTES: 1. DECIDUOUS TREES TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. 2. WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. NYLON WEBBING STRAP BITUMINOUS IMPREGNATED TREE WRAP- FA5TEN TOP $ BOTTOM (FALL INSTAL- LATION ONLY) 6" LONG METAL ' P05T PAINTED GREEN MULCH SAUCER Rim (SEE NOTES) FIN15H GRADE EXISTING UNDISTURBED 5UBGRADE REMOVE TOP 1/3 OF BURLAP 4 ALL WIRE/METAL, ETC. BACKFILL AS SPECIFIED COMPACTED SPECIFIED BACKFILL FOR 5ETTIN6 OF ROOTBALL 3. SAUCER RIM 15 TO BE ON DOWNHILL SIDE ONLY WHEN PLANTS ARE PLANTED ON SLOPES, BUT SHALL COMPLETELY SURROUND PLANT WHEN ON LEVEL GROUND. F NOT TO SOALE "'9".... II t11 A iir iir it _ 3" MULCH PLANT ROOTBALL GRADE WHICH SHRUB GREW IN NURSERY SAUCER RIM FINISH GRADE SUBGRADE ROOTBALL (REMOVE CONTAINER) BACKFILL MATERIAL UND 15TURBED 501 L ON BOTTOM OF ROOTBALL L - } NOT TO 50ALE DRY- STACKED FIELD5TONE RETAINING 6 -12" DIA. UNBROKEN BOULDERS RAN61N6 IN SIZE EXI5TIN6 GRADE FROM 2' -5' IN DIAMETER. ALL 15OULDER5 1 I 1 II (11 I TO 81" SELECTED /APPROVED BY OWNER'S -1 -1 MULCH REV15ION { -T HEIGHT VARIES (SEE PLAN) FINISH GRADE AT 3 ROOTB 5AUCER - - - III ____. r � ` �_I I ( I RI1�`': I #I Ill II GRANULAR MATERIAL LOWER COURSE OF BOULDERS TO BE BURIED A MINIMUM OF 1/2 WIDTH INTO GRADE. PERFORATED DRAIN PIPE IN FILTER SOCK. DRAIN TO DAYLIGHT. — I I — '---• i I — I I — III —_ .. '• :,. '��' ..:. • � "� .I — I � I I I�I I _I—° ! —► s I ^III -1 I I --1 I I I � _I 11�-I I I�f 11-1 I I�f l= 111 G 1 - 1 I I E I II ==111 L - 2 I NOT - 10 SOALE 4 L A NOTES: I. EVERGREEN TREES TO BE PLANTED 3" ABOVE FINISH GRADE. 2. WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. DO NOT PRUNE OR DAMAGE LEADER. ANY PRUNING MUST FIRST BE APPROVED BY LANDSCAPE ARCHITECT 3 GUY WIRE5 AT 120 DEGREE5 O.O., USE NYLON WEBBING STRAP AT TREE FLAGGING 15" LONG METAL STAKE SET PERPENDICULAR TO WIRE AND FLUSH WITH FINISH GRADE SAUCER RIM (5EE NOTES) FIN15H GRADE EXISTING UNDISTURBED 5UBGRADE REMOVE TOP 1/3 OF BURLAP $ ALL WIRE /METAL, ETO. BACKFILL AS SPECIFIED COMPACTED SPECIFIED BACKFILL FOR 5ETTING OF ROOTBALL 3. SAUCER RIM 15 TO BE ON DOWNHILL SIDE ONLY WHEN PLANTS ARE PLANTED ON 5LOPE5, BUT SHALL COMPLETELY SURROUND PLANT WHEN ON LEVEL GROUND. owling NOT TO 50ALE FACE OF WALL TO BE BATTERED BACK � LANDSCAPE BOUL DERS: CLEAN, SMOOTH, DE50RIPTION: UNBROKEN BOULDERS RAN61N6 IN SIZE L.AND50APE 5UB. FROM 2' -5' IN DIAMETER. ALL 15OULDER5 1 I 1 II (11 I TO 81" SELECTED /APPROVED BY OWNER'S -1 -1 REPRESENTATIVE PRIOR TO INSTALLATION. REV15ION { -T HEIGHT VARIES (SEE PLAN) I I I I ____ I I I ____ I I I - - III ____. r ` �_I I ( I RI1�`': I #I Ill II GRANULAR MATERIAL LOWER COURSE OF BOULDERS TO BE BURIED A MINIMUM OF 1/2 WIDTH INTO GRADE. PERFORATED DRAIN PIPE IN FILTER SOCK. DRAIN TO DAYLIGHT. - _ _ _ _ i�rr ii► ___ - - Ir ! - -_ E —_ !� _ A NOT TO 50ALE QUANTITY LIGHTING SERIES MOPEL LAMP 12 5PJ 5PJ11 -02 26 WATT ATH L &HT VOLTAGE FINISH 12V AG V OT ES i Landscape Architecture • • :. x`1115 I Avon,C081620 Ph. 970.949.6490 1 Fax 970.262.2162 Email I studio@sonesmac.com DATE: DE50RIPTION: 4.20.07 L.AND50APE 5UB. 5.20.0? REV15ION 6.12.07 REVI510N 6.28.07 REV15ION E;)ETA I LIS z �2X BALL DIA. MIN. 2X BALL DIA. I M I N�- �� 2X BALL DIA, I MIN. ISSUE RECORD FIR,06RE55 155UANCF- 04.26.0 PERMIT 155UANOF 05.02.0 PLAN 0HPOK 001-IMENT5 05.2 4 *1 IN ,016, LLJ u z • > uj Ln • ce Ce < -j Z C) _j n UJ ( L z r ) , Lo • Lmu n u V) • < 0 o Lu :D 0 u < j (=> CY) z oe LLJ m slim, FRW15�w� M� 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itecLs.com fax(970) 476-4901 (970) 476-6342 5T A r--,- I N6 FLAN 5 7 1 CJ 1 TRUE NORTH PLAN NORTH II LEv"EL ISSUE RECORD PROORE55 155UANGE 04.26.07 PERMIT 155UANGE 05.02.0`7 PLAN CHECK 05.27.07 LLJ Lu C i y • ce. • Lo Lo `• w uj t • H a Iss s. ISSUE RECORD FROC9RE55 1551JAN017- 04.26.01 PERMIT 155UANr-,E 05.OZO"l PLAN CHECK COMMEN 05.2 i L L- LOL Lu u z LLJ rl� 0 w > Lu Lr) �--'.o N , _j o ° 0 LLJ r) i� L.0 V) z ce LLJ m go Holm TRUE NORTH FLAN NORTH A N LEVEL mi l. AN X201 )1/4' = 11-011 A R C H I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itects. com fax(970) 476-4901 (970) 476-6342 MA N LEVEL 1�EMO PLAN I ISSUE RECORD I PROV;ZE55 155UANCF- 04.26.07 PERMIT 155I)ANCE 05.02.0 PLAN CHECK COMMEN 05.2 w i F X Lu u z C2 r) Lwmu > U.J Lr) • Ln 01-1 0 • 0 j uj • V) • 0 < z ck LLJ A I T E C T S TRUE NORTH 'LAN L EV EL t E��(.) f -/ L"; 1/4 1 FLAN NORTH 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitecmcom fax(970) 476-4901 (970) 476-6342 UPPER LEVEL 1:;)EM0 PLAN D 2 w ISSUE RECORD FRO&RE55 155UANrr- 04.26.0 PERMIT 155UANOF 05.02.0 PLAN 0HECK COMMENTS 05.2 LLJ u z LLJ Lu --J Lu Lo �10 C. " < O.; Z () Lq • Ln 0 LLJ • z4z Ljj V) U < (D I 0 u 0 V) U < 0 ce • C) U <> < --j C:) a) r u T- z ce go NIMM 211mm c m TRUE NORTH I/all = 1 1-0 if A I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitectscom fax(970) 476-4901 (970) 476-6342 51TE PLAN A II ISSUE RECORD PROORE55 155UANOF 04.26.0 PERMIT ISSUANCE 05.02.0 PLAN CHECK COMMENTS 05.2 K m Q I m6r- (PF FROPO5Er,> I I DECK AE3o\/r= r2l`4� 50:2 I7=v(5E OF PROP05FD BLDG ABOVE SILL 0 42" • MP UP A5V. F.F. e \fit / NEIN RAILING TO 5E l0 l0 BUILT TO REPLACE PORTION OF EXIST. DECK THAT WILL BE ELEV SAUNA REMOVED ON EOUIP CASE ENT ADJACENT RE51DENCE 103 NA 102 (N) WINDOW --- " L ENCH 5EATIN6 EXIST. WINDOW REAMAIN VATO 5ILL o 42" 104 ASV. F.F. 15002' 10 1/4" 11E k ON PORTN OF EXIST. v r DECK TO BE 06 t,>A / t REMOVED _ _ ,; /i� /�"% / % / :,V :,E 51-Of ------------ - ------------ - ---- -- ------ NEW RAILIN i I LLJ u o z I m6r- (PF FROPO5Er,> I I DECK AE3o\/r= r2l`4� 50:2 I7=v(5E OF PROP05FD BLDG ABOVE SILL 0 42" • MP UP A5V. F.F. e \fit / NEIN RAILING TO 5E l0 l0 BUILT TO REPLACE PORTION OF EXIST. DECK THAT WILL BE ELEV SAUNA REMOVED ON EOUIP CASE ENT ADJACENT RE51DENCE 103 NA 102 (N) WINDOW --- " L ENCH 5EATIN6 EXIST. WINDOW REAMAIN VATO 5ILL o 42" 104 ASV. F.F. 15002' 10 1/4" 11E k ON PORTN OF EXIST. v r DECK TO BE 06 t,>A / t REMOVED _ _ ,; /i� /�"% / % / :,V :,E 51-Of ------------ - ------------ - ---- -- ------ NEW RAILIN i I LLJ u z LL > 0 J L Ln u L 6 a� f) 1160 < 0 D V) U < I CL 0 u 7-J z me LLJ ^ 6mk-mA ISSUE RECORD I M 20' UTILITY 5ET5/&k0K 50:2 • 51/2 20' UTILITY SETBACK GARAGE 5TORA617 EX15T. FIREPLACE RUN NEW &A5 LINE AND CAP FOR FURTURE U5E NOTES GET VENTILATION 5 WORKING &A DP ELECTRICAL 5HAPE5 -ADr,> 5FRiNKLFR 5YSTEM *REFLACP ALL N[Nr,>OVqS *REMOVE PX15T. ROOFING MATERIAL 4 REPLACE WITH THICK BUTT SHAKE *ALL THRE5HOLD5 TO BE LOW PROFILE 'E":N ,q f ,, �A fal , GYPSUM WALLSOAR0 WOOD STUDS One Jay-or 0 /0 �t Yp board or gy f) -'J ---al:at right y X �stlm waill sum vs eat appt, f lel or ed pa anglesto 1d#6f2:.x4mood Ws 16 0�0, with - IIA" Type W *ywafl straws 12 on op s,4 (L.OAD I G) 5 1I2" N FRO&RE55 ISSUANCE 04.26.0"1 PERMIT 155UANOE 05.02.01 PLAN CHECK COMMENTS 05.2 LU Q U z cv 3 - C2 _J LLJ Ln F-- '.0 > 0� < 0 Z Lr) -j 0 Lu r - 10 U M 20' UTILITY 5ET5/&k0K 50:2 • 51/2 20' UTILITY SETBACK GARAGE 5TORA617 EX15T. FIREPLACE RUN NEW &A5 LINE AND CAP FOR FURTURE U5E NOTES GET VENTILATION 5 WORKING &A DP ELECTRICAL 5HAPE5 -ADr,> 5FRiNKLFR 5YSTEM *REFLACP ALL N[Nr,>OVqS *REMOVE PX15T. ROOFING MATERIAL 4 REPLACE WITH THICK BUTT SHAKE *ALL THRE5HOLD5 TO BE LOW PROFILE 'E":N ,q f ,, �A fal , GYPSUM WALLSOAR0 WOOD STUDS One Jay-or 0 /0 �t Yp board or gy f) -'J ---al:at right y X �stlm waill sum vs eat appt, f lel or ed pa anglesto 1d#6f2:.x4mood Ws 16 0�0, with - IIA" Type W *ywafl straws 12 on op s,4 (L.OAD I G) 5 1I2" N FRO&RE55 ISSUANCE 04.26.0"1 PERMIT 155UANOE 05.02.01 PLAN CHECK COMMENTS 05.2 LU U z C2 _J LLJ Ln F-- '.0 > 0� < 0 Z Lr) -j 0 Lu r - 10 U :D �10 4� F- C) V) < 0 CL 0 U rn z ce LU A I T E C T S Rolm 1� 1 1/4 11-011 FLAN NORTH 1650 E. Vail Valley Dr. FaIlridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 MAIN LEVEL FLOOR PLAN ISSUE RECORD I PM I FR06RE55 1551JANCE 04.26.0 PERMIT 155UANOF- 05.02.01 PLAN CHECK COMMENTS 05.21.01 LLJ u z M umj > Lu Ln Ln ce � < 0 o o C) Lu Lu z ce. LLJ A I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 UFFFER LEVEL t=1 tn/-)p pi Al-11 j 2 5 '7 TRUE NORTH A202 1/411 = I t -0 11 ,1/:211 4 Nk li 9 I — I I & ,, COPPER I I GUTTER X 11 le 'n==t=c> TRUE NORTH , 1/211 , 1/2" 011 a FA i W7 • ISSUE RECORD I FRO6RF55 155UANCE 04.26.0 PERMIT 155UANOE 05.02.0 PLAN CHECK COMMENTS 05.21.01 Lu u z D 2 N Lu -J :;� U-j Lr) I C101 > re, < Q Ln 0 .10 Lu TRUE NORTH , 1/211 , 1/2" 011 a FA i W7 • ISSUE RECORD I FRO6RF55 155UANCE 04.26.0 PERMIT 155UANOE 05.02.0 PLAN CHECK COMMENTS 05.21.01 Lu u z LIJ rv; 0 V-1 Lu -J :;� U-j Lr) I C101 > re, < 0 Ln 0 .10 Lu < z cz L A I T E C T S 1650 E. Vail Valley Dr, Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 ROOF PLAN A205 I ISSUE RECORD I PR06RE55 155UANOF 04.26.0 PERMIT 155UANr.,T= 05.02.01 PLAN rHT=OK 05.2 Fs t-1 )R FLOOR 8024'-O 5/4" RIDGE :*r. FRITZLEN P I E R C E 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itects.com fax(970) 476-4901 (970) 476-6342 ORTH � SOUTH ELEVATIONS "' - 'r - � F 1jA It REV1E!4' 0 6 - 7 , . �� A501 > C) 00 • Z C) Ln Lu V) < • r" 0 u • 00 V) U • • 0 < j • > • z ce LLJ 8024'-O 5/4" RIDGE :*r. FRITZLEN P I E R C E 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itects.com fax(970) 476-4901 (970) 476-6342 ORTH � SOUTH ELEVATIONS "' - 'r - � F 1jA It REV1E!4' 0 6 - 7 , . �� A501 ISSUE RECORD I PRO6RE55 1551JANCE 54,26.57 0 5525' -6 3/4'h EAVE SAVE 5515 I /V SAVE NEW Di ELEVA NEW ; EX15T. DECK ADJACENT PROPERTY MO ME , 552' -I 7l5" �I GE &527' -4 715" 5525' -5 3/4" EAVE :• .. a' G I 5515' -5 1/4" EX15TIN6 SAVE ,i, 5513' -3 11116" STAIR LANDING GENERAL NOTES: D NEW ROOFING El NEW STUCCO NEW 5111NG STONE EX15TING FLOOR 5556' -6 7/5" EXST GARAGE FLOOR - NEW 5TAIR TONER ADDITION — EX15T. DECK A, 5552° - 1/4" 5TAIR LANDING - 7 1 1 L I C I I -2 r 5TAIR LANDIN - ir-IC15 1 -1 5/a OO I / f( 11 1 — ,,+^y 11 7- 1 E L E PERMIT 1551JANCE 05.02.57 PLAN CHECK 55.2`1.57 LIJ LLJ w • i 0 •• • 0 r) o Lu • w i < cr) i LIJ i� ARCH ITECTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 61657 uailarchitects.com fax(970) 476 -4901 (970) 476 -6342 EAST $ NEST ELEVATIONS A 5 ISSUE RECORD I PR06RIE55 1551JANCE 04.26.0 PERMIT 1551JANC,17 PLAN CHECK COMMENTS 05.2'7.0 4.1 M gmgmg QUILT UP FLOOR Lu u z Lu Lj 0 Lmu --J Lij Lr) > 0 70 Lf) --j r) Lu Lr) U cv 0 < U "o d V) 0 0 < j C:) z mmomwom me LLJ m FRITZLEN P I E R C E 11 11002mom M ------- - ------- ERR/ g f f Mo I " 0/1" ................ 21/�l MEMO, MINE i r 1/4 =I It-cll T 11 0 N 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 BUILI;)IN(5 5EOTION5 A 4 C� I ISSUE RECORD PRO&RE55 155UANOE 04.26.07 PERMIT ISSUANCE 05.02.07 PLAN CHECK. COMMENTS 05.27.0'7 i i I i 5 054' -5 1/4" 5021' -0 7/5" EAVE BUILT UP FLOOR 5015' -5 1/4" EX15TIN& EAVE v , SOI5' -5 11/16" STAIR LANDING m . „_ 5002' -10 1/4 STAIR LANI,>INS 7aa�t' - 2 5 /5° STAIR LANI7IN6 ..5 LLJ LLJ r>1 0 .. Z 0 M • Lo .. LLJ • :D u- r r 0 • i LIJ FRITZLEN P R C E TRUE NORTH A4 = 1_011 Is ARCH ITECTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 BUILI SE A 4 I ISSUE RECORD I FRO5RE55 ISSUANCE 04.26.01 PERMIT 155UANOF 05.02.07 PLAN CHECK 05.2 05120.L265 - T55X:2XO.18'75 05120.K2 - FO. O(OIIO.Ml - &X(o 05120.1-265 - TS5X2XO.la'75 05550.A4 - 2" CONCRETE TOPPING 06160.D11 - 5/4" PLYWOOD 05120.AI21 - L2X2XO.25 06110.H1 - 2XI0 0'7210.A - R-25 E3ATT INSULATION 06110.1-14 - 2XI0 JOISTS (D 16" O.C. 06110.11 - 2X12 O&IIO.HI - 2XIO 06110.A4 - EX15TIN6 J015T5 NEW NON 0043UST15LE 5HIN61 NEW 1/2" PLYWOOD 5HEATHINC-7 NEW a" R161D INSULATION EX15TINI5 R-11 IN5UL. RIDOE DETAL E 11 = ,arc. 5/4 1 NON COMBUSTIBLE 5HINrvLE5 1/2" PLYWOOD 5HEATHIN6 5" R161D INSULATION 2XI2RAFTER5 @ 16" O.C., REF. 5TRUCT. R-21 E3LOY4 IN6 IN5UL. 5 V'xV' 6LULAM REF: 5TRUCT 5/3' 6YP5UM WALLBOARD AaO I F51 2XIO 51-00KINI57 NON 0OM5U5T15LESHINi57LE5 5" R161D INSULATION 1/2" PLYWOOD 5HEATHIN6 DEL. 2X4 5LOOKIN6 2X6 R.5. CEDAR FASCIA E30ARD le> oz. COPPER FLA5141N6 2X5 R.5. CEDAR FA501A BOARD 6 COPPER GUTTER 2XI2 RAFITER5 @ W' 0.0., REF. 5TRUCT. 2XI2 R.5. CEDAR FASCIA BOARD IX4 T46 SOFFIT 4" CONTINUOUS 50FFIT VENT R-21 5LOYq IN& IN5UL. 1/2" PLYWOOD 5HEATHIN& 2x6 FRAMING, REF. 5TU<: A A A I L It I- J514 = I - Lu u z LLJ • LLJ LIJ ce (V > < • 0 Zo Ln • Lo 0 r) Lu M ;, c) V) ae C:) z cko.o U.J A I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 C. 1"-') A I L 5 AaOl "N-W 0��MW M M - Mark . Type .......... ---- .... ... Unit ... .......... Width Unit Height Remarks .. ....... . ..... .. ........ ... ........ . ...... I CASEMENT 31-011 A'-Oil EGRESS WEI N DOW 2 FIXED 11-211 41-011 Door Size 3 CASEMENT 3 1 -0 11 41-011 EGRESS WEI N DOW 4 AWING/FIXED 31-011 7 Z-0" HIGH AWNING BELOW FIXED WINDOW 5 AWING/FIXED 31-01t 7 2'-0" HIGH AWNING BELOW FIXED WINDOW 6 CASEMENT 81-011 4 3-WIDE, CASEMENT-FIXED-CASEMENT 7 CASEMENT 51-011 4 DOUBLE CASEMENT 8 FIXED TRAPIZOID 81-011 6 PICTCH 5:12 9 FIXED TRAPIZO 81-011 21-1111 PICTCH 5:12 10 AWING/FIXED 31-011 9 2'-0" HIGH AWNING BELOW FIXED TRAP. WINDOW a 12:12 PITCH 11 AWING/FIXED 31-011 6 2'-0" HIGH AWNING BELOW FIXED WINDOW 12 AWING/FIXED 9 1 -0 11 71-011 3-WIDE, AWNING BELOW FIXED WINDOW 13 AWING/FIXED 9 1 -0 11 71-011 3-WIDE, AWNING BELOW FIXED WINDOW 14 AWING/FIXED 9 1 -0 11 71-011 3-WIDE, AWNING BELOW FIXED WINDOW 15 FIXED 51-011 10 FIXED BELOW, TRAP. WINDOW 6" LEG g 12:12 PITCH 16 FIXED 51-011 15 2 60x60 FIXED BELOW, TRAP. WINDOW 6" LET 12:12 PITCH CASEMENT 21-011 51-011 3 1 -0 11 18 FIXED 2' -0 5' -0' 19 CASEMENT 2 5' -0"' 20 FIXED 2 4' -6 3 1 -0 11 21 CASEMENT 31-011 3' -6 EGRESS WEI N DOW 22 FIXED TRAPIZOID 61-011 5 T-0" LEG 5:12 PITCH 23 FIXED 3 2' -6'" 31-611 24 FIXED TRAPIZOID 3' -611 4'-1 1/2 3 LEG 5:12 PITCH 25 FIXED 2 2' -6 26 FIXED TRAPIZOID 2 4 2'-0" LEG 12:12 PITCH 27 FIXED 41-011 41-611 28 SLI DER 81-011 4 Z-O" SLIDER-FIXED-2'-O" SLIDER 29 FIXED 41-011 41-611 3 1 -0 11 30 FIXED 4 4'-6 31 FIXED 3 1 -0 11 4 1 -0 11 32 SLIDING DOOR 8 1 -0 11 7 1 -0 11 33 SLIDING DOOR 8 1 -0 11 7 1 -0 11 34 ISSUE RECORD PR06RE55 1551JANOF 04.26.0 PERMIT 155UANCE 05.02.0*7 PLAN CHECK 00MMENT5 05.2"1.0*7 LU BERINGAUSE RESIDENCE DOOR SCHEDULE U Z INTERIOR LU Door Size Door Detail Fi re Rati ng Mark Width LU Height LLJ Lr) De r— Der Thk. Mat. Fin. Head jamb Sill Minutes Remarks U --j L-'4 Lower Level 1/101 Ce CL 3 1 -0 11 0 71-011 1 3/4 C:) �`rsI r Z 1/102 3 1 alwar 7` -0" 1 3/4 11 LLJ 1/103 21-811 71-011 1 3/ 4! 1 Door must meet sauna mfr. req. 1/104 3 1 -0 11 71-011 1 3/4 180 degree swing (s-hinges req.) 2/104 3 1 -0 11 71-011 1 3/4 180 degree swing (s-hinges req.) 1/105 31-611 71.011 1 3/4 1/106 5 1 -0 11 71-011 3/4 Bi-fold 1/108 3 1 -0 11 71-011 1 3/ 2/107 71-011 1 3/4 Main Level 3/104 3 1 -0 11 71-011 1 3/4 180 degree swing (s-hinges req.) 1/201 3 1 -0 11 71-011 1 3/4 1/202 3 ' -0 11 71-011 1 3/4 180 degree swing (s-hinges req.) 1/204 3 1 -0 11 71-011 1 3/4 1/206 3 1 -0 11 71-011 1 3/4 1/207 3 1 -0 11 71-011 1 3/4 1/209 91-011 8 Garage Door 1/210 3 1 -0 11 71-011 1 3/4 1/211 5 1 -0 11 71-011 1 3/4 Double Swing 2/212 3 1 7 1- 0 O 11 il 1 3/4 180 degree swing (s-hinges req.) Upper Level 4/104 3 1 -0 11 71-011 1 3/4 1/301 3 1 -0 11 71-011 1 3/4 180 degree swing (s-hinges req.) 2/301 3 1 -0 11 71-011 1 3/4 Pocket door 1/303 3 1 -0 11 71-011 1 3/4 180 degree swing (s-hinges req.) L 1/304 3 5 1 3/4 181 degree swing (s-hinges req.) NOTES:1 FV: Field Verify . ......... ... . . ........... .......... ... ........ ........... ......... �� H UL tZ ISSUE RECORD PR06RE55 1551JANOF 04.26.0 PERMIT 155UANCE 05.02.0*7 PLAN CHECK 00MMENT5 05.2"1.0*7 LU U Z LU LU -J - R LLJ Lr) De r— Der > ce < 0 0o Z 0 c Lq 7 L n o rva v -j r) LLJ C U --j L-'4 :D 00 U , < I Ce CL 0 U - C:) �`rsI r Z alwar LLJ A I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects,com fax(970) 476-4901 (970) 476-6342 1 1�)00R-PN I NDON 1 SC,HEI�)ULFS 2x(o FR, SHEATH 5UILVIN 5TUoCc r-1_AS1flt 2x(o TRI FLA5HIt CAULK 5/W TYPE 'X' DRYWALL YV & MIL V.S. (TYP) 2x[2 HEADER SEE 5TRUOT 5EE WINDOW SCHEDUL willcm 2x(o FR, SHEATH BUILPIN BOARD N✓op � FLASHIt 2xg> TRI Ix4 BLC DRIP c1t FLA5HIt 5/� " TYPE 'X' DRYWALL Y41 (b MIL V.B. (TYP) 2xI2 HEADER 5EE 5TRUCT 1 1 Ac102 �I 1/2" = I'-Oil SEE Nil 5CHEDI 2x(o 1R DRIP c CAULK < TRIM HEADER: REF 5TRUCT. U L L N _jD E 7 1 A L 11/2 1 ISSUE RECORD FRO&RE55 155UANCE 04.265.01 PERMIT 155UANOE 05.02.01 PLAN CHECK COMMENTS 05.21.01 Lu u z LIJ lz� 0 r_1 w Lr) l- �o r'l r— > ce 0 zo Lf) 0 Lr) 0 _j r-, LLJ m z z ce LLJ 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 1� 00R /N N I Mr-Ormm I DATE: 04/0q D R�Evl REVISE P0UND,47I0N ff L OWER LEVEL F L.A N 1/4 o,�� I► (VL-V ~ "I I" 1"LA+VV 4 1-^L7 "I I fit Z MI-IdYVJ 11.4 X 1 L^(=p L^( a Z V. /. ♦ ♦ ♦ X (VL-V ~ "I I" 1"LA+VV 4 1-^L7 "I I fit Z MI-IdYVJ 11.4 X 1 L^(=p L^( a Z V. /. DATE- •• • r R REVISED: "' 149U s e t"s PROVIDE 3 !4" D1,4. LA;G 50REN TOP GOUNTERSINK 2" PROVIDE %" DIA4. X 15" LA6 50REN TOP GOUNTER5INK 2" II awm s2 II DATE: 0410 BERIN-53 DRAWN: RTI REVISED: FZEVISED: F Px { 2 2 9 2 TYg'ICAL.. mm IMWIZEmff' . r HIM ,r EX15TIN( R� FRAMING 4 5KYLI&HT � W 54 2 #5 CONT. POUR 5LA8 TOP it BOT 4" 5LAB ¢ Q OVER lel� 18 W/ #4 DOWEL5 * 24 11 0.0. 18 I if 11 � �t 11 �! 4 GRAVEL #4 a 24 O.G. POUR 5LAB #4 12" O OVER WALL 18 #4 a I8" O.G. W/ #4 DOWEL5 o24 18 #4 a 16 L,l #4 a 24 O.G. 4 #4 a 24 O.G. MATERIAL r #4 a 24i O.G. 18 6 4 5LAB � V2" P AN510N 2 #5 CONT. see S�GTION F NO 50ALF This structure has been designed to meet the requirements of the 2003 International Residential Code with amendments as adopted by the Town of Vail. All omissions or conflicts between various elements of the working drawings and/or specifications shall be brought to the attention of the Structural Engineer before proceeding with any work so Involved. The General Contractor shall verify ail dimensions and conditions at the job site and shall be responsible for the means, methods, techniques, sequences and procedures associated with this project. Furthermore, he shall be responsible for coordination of all work and materials including those furnished by subcontractors. The Structural Engineer shall be contacted during the construction phase to make the job site inspections necessary to confirm that the actual field conditions are consistenet with the design assumptions and that the construction is proceeding according to the plans and specifications. ... . r Roof 80 psf Floors 40 psf Decks 100 psf Earthquake Seismic Zone G Ntind c10 mph, 3 Second Gust The foundation design for this residence is based upon the assumed bearing capacity of 2000 psf. A licensed Solls Engineer shall be contacted during excavation to inspect the site and confirm that conditions are consistent with this assumption. The General Contractor should review the 5olls Engineer's report and follow its recommendations for excavation, backfilling, grading and drainage systems. All framing lumber to be #2 Doug -Fir or better. All slue --lam beams to conform to the allowable stress, requirements for a F24 -\/4 combination beam. All Micro =Ham's to be manufactured by Trus ,Joist MacMillan and conform to the allowable stress requirements for a 1 3/4" I.BDF Micro= Lam LVL. All TJI _joists to be manufactured by Trus Joist MacMillan. Al! connection hardware to be by the 51mpson Company. All roof decking to be 5/8" G-G Ext- APA.52/16 plywood. Nall with 10d 0 6" o.c. at panel edges and a 12" o.c In the ,field All floor decking to be 3/4" C -D Int -APA 42/20 T46 plywood. Giue sheathing to Joists with PL400 and nail with 10d a b" O.C. at panel edges and 12" o.c. in the field. All exterior wails to be sheathed with 11" 06.1B. Nail with 8d a 6" o.c. at panel edges and 12" ox— in the field. All concrete to attain a compressive strength of 5000 psl in 28 days. All reinforcing bars to be Grade 60. All steel beams shall conform to A5TM Mci2 -50 5peclfIcatlons. All steel plates and angles shall conform to A5TM AB6 Specifications. • tN a • Q.. It!" A.B. a --- 4' O.G. 2 #5 GONT. TOP t BOT - 2x12S u LU5210 2 #4 a 24i O.G. ---- -~ (18 q #4 ® 24" O.G. I --�. (,_.. 6 l oll • DRAIN - 5EE 501 1-5 REPORT s 2 #5 GONT. 4° 8" 4" 2 #5 CONT. --\ TOP tE SOT BOLT F1R5T - 1015T 4" 5LAB TO WALL WITH 2 ROWS 4x4x14" ANGLE 5/8" VIA. x!51/2" STONE LEDGER EXPANSION BOLT5 a 2A 3 / OL �( T TO WALL JA 11 ( l) 11 EXPANSION BOLTS #4 a 12 0 *24 11 � "� 4 GRAVEL #4 a 1 `— DRAIN -5EE 5011-5 REPORT *am ON 5E! C 1 C N Emm 5 = ce 71 NO SCALE NO 50ALE ti " A m POUR 5LA8 ¢ Q OVER lel� 18 W/ #4 DOWEL5 * 24 11 0.0. 18 I if 11 � �t 11 �! #4 a 24 O.G. „ #4 12" O #4 a I8" O.G. a 4,1" EXPAN5ION #4 a 16 L,l #4 a 24 O.G. MATERIAL #4 a 16 O.G. 6 4 5LAB � V2" P AN510N MATERIAL 4 SLAB 2 #5 GONT. VCV i Q 411 5 11 1111 `— DRAIN -5EE 5011-5 REPORT *am ON 5E! C 1 C N Emm 5 = ce 71 NO SCALE NO 50ALE ti " A m r•• .« • .W.- #4 a 24 2 #5 GOVT. NO I 4x4x1/4" ANGLE 5TONE LEDGER BOLT TO WALL W/ % x 4" EXPANSION BOLTS o24 MO 4 411 , Vt W�Hm SHWTWIMM 55 2211 „ #4 a I8" O.G. #4 a 16 #4 a 16 O.G. 18 � V2" P AN510N MATERIAL 4 SLAB 411 G12,AV L - 2 #5 CONT. 4 11 1 811 411 r•• .« • .W.- #4 a 24 2 #5 GOVT. NO I 4x4x1/4" ANGLE 5TONE LEDGER BOLT TO WALL W/ % x 4" EXPANSION BOLTS o24 MO 4 411 , Vt W�Hm SHWTWIMM 55 E FT I U ELr- v EEou 11= 102 TRUE NORTH I--- I --"\ �N 1 EE'__` 200 1/4" = 11-0. R L E V E L E L E == ,r l f"R I A L F L A N ISSUE RECORD PROGRE55 155L)AN01= 04.26.0'7 PERMIT 155UANGE: 05.02.0 t PI AN CHECK GOMME:NTS 05.2'7.01 LIJ M ce 000 < Z C) Lo • LLJ r • .' � . < .. ` c LLJ m f � ARCH 1TECTS 4 }—! IN • I u z (A 2 D D uj LI) IN > Z Lr) 0 Lin cc W 4 }—! IN • I TRUE NORTH FL l NORTH , 1/2 " 6ARA61' STORAVE I= AIN LEVEL ELEC---,/ LAN ISSUE RECORD I FR06RE55 155I)ANGE 04.26.0"1 PERMIT 155UANCE 05.02.0 FI-AN CHECK COMMENT5 05.2 LLJ u z (A LU TRUE NORTH FL l NORTH , 1/2 " 6ARA61' STORAVE I= AIN LEVEL ELEC---,/ LAN ISSUE RECORD I FR06RE55 155I)ANGE 04.26.0"1 PERMIT 155UANCE 05.02.0 FI-AN CHECK COMMENT5 05.2 LLJ u z LU uj LI) Ine ce-1 > Z Lr) 0 Lin cc W W V) no 0 < —1 u !�4 00 U Q o:� < C:) z ce LLJ ��RITZLEN P I E R C E 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itects.com fax(970) 476-4901 (970) 476-6342 MAIN LEVEL ELEC,TRIOAL FLOOR PLAN i TRUE NORTH FLAN NORTH L E \ V E L E L E r<,�GAL FLAN u E ISSUE RECORD I PROVZE55 155IJANCE 04.26.0"1 PERMIT 15SUANCE 05.02.0 PLAN CHECK COMMENTS 05.2 Lu u z U-j R > Lr) ce Z -j Lo LOU 0 V) < c 0 U Lr) U < M j () u-j 0 U ( V CL < C) z C L 0000 LIJ cc log A R C H I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itects.com fax(970) 476-4901 (970) 476-6342 UPPER LEVEL ELEC FLOOR PLAN PL TTED BUILDING ENVELOPEE LOT 5 V V T Q Q '4 w , 2 N f f f SANITARY MANHOLE A -- 128.8,19, 8 —,3 RIM MANHOLE 8t�13.13' f � f f \f f h'` I ,c LOT 6 —A Woop 0EcK s .--- y-- r f of 0 ho. I O NOME 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 certirrcation shown hereon. T GRAPHIC SCALE 10 0 5 10 20 r r r r r ( IN FEET ) 1 inch = 10 ft. BASIS OF ELEV. SANITARY SEWER MANHOLE A -128 819.8 -3 RIM ELEVATION = 8018.13' d 40 / hereby certify that this improvement location certificate was prepared for NED80 Constuction and the town of Vail Building Department, that it is not a fond survey plot or improvement survey plat, and that it is not to be relied upon`for the establishment of fence, building, or other future Improvement lines / further certify that the improvements on the above described parcel on March 13, 2008, except utility connections, ore entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated and that there is no apparent evidence or sign of any easement crossing or burdening any port of said parcel, except as noted. This certificate does not constitute a title search by Inter— Mountain Engineering to determine ownership is of record. For all information regarding easements, ri his �y � f record, inter— Mountain relied upon the Final Plot of Cosola of Lots A -8 and A -9, Block A, Town of Vail, Eagle County, F •. c� . ly ry ) one D. e e ,, �j..• N v Z o � Z �� h a I k a,ir�� M s :,�_ LAJ At 1 5 n 1 r, • • Ti < � • • on • • 0 U • •• • • • LLJ