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HomeMy WebLinkAboutDRB090408, PEC090025 Plans�_ r,; 57 v7 MATCH EXISTING PAN 87,63 00 i" INV=82.1 Co RAILING TYPE APPROX. 3' RE: ARCH RE: PLAN 17 CONNECTION TO WALL RE: STRUCTURAL WIDTH RE: STRUCTURAL PEE LAW COMWAM INC. M IMUM 82.9 ***SPILL CURB FMK FAX97047$a$18 2% NDING WHERE PAVEMENT MUDW�IIJOOF VA14COMT 00 SLOPES S ELEVATIONS IIALICIZED SLOPES AWAY FROM S OT ELEVATIONS WITH WALL 2K DECIMAL CONN AT W KWAY TIONS DENOTE EXISTING z ELEVATIONS (TYPICAL) V) LLJ w w % a. > o l (L a. Cr 84.0 775 v 87.62 84.8 PRO POSED 2x2' AREA INLET RIM=8188.10 0-7 12 INV OUT=8185.15 OTE:%BDjjj SPOT 85.20 RE: DETAILS ELEYA11ONS WITH DECIMAL PLACES, EXISTING GROUND DENOTE PROPOSED, WALL DEPTH, BASE END PROPOSED -DESIGN, DRAINAGE 862 —. ELEVATION (TYPICAL)' RETAINING ;WALL', RE: STRUCTURAL RE: WALL Stotl ON J RE: STRUCTURAL EXISTING GROUND uj ELEVATION W&L SECTM RE: ARCH- 6" RISER kl^ MAII lkl^ (BW) wyr Tn.qrm F 0 0 • Immil m I DRAWN: RSH DESIGNED BY: RSH GRAPHIC SCALE REVIEWED: LIVIL PLC JOB#: 1614 10 0 5 10 20 40 1 1 1 1 i I DATE: 4/24/2009 ( IN FEET ) 1 inch = 10 ft. MUM C3.1 r --PROPOSED 6" SOLID 1 ' k L L SDR 35 PVC ROOF C DRAIN PIPE — TOTAL - 6" INV=83.32 24.2 L.F. AT 2.0% INV=83.80 Ilk MAXIMUM ■ 2% LANDING AT ENTRIES-' MAXIMUM 2% LANDING AT ENTRIES NOTE: ALL PROPOSED STORM v DRA AND ROOF DRAIN LINES TO BE \ INSTALLED WITH AF= 8187.63 -86.98 3 HEAT TAPE. 116 LF OF 2 - 1 HDPE 0 0.857. RE: ELECTRICAL 6" INV=85.38— INV=84.33 ,,,--PROPOSED 6" SOLID SDR 35 PVC ROOF DRAIN PIPE - TOTAL 32.3 L.F. AT 2.0% 6" BEND INV= 87.60 D N " I RE: ARCH Ig - 4 hl. pvA 4 V) E E to Cn V) E w E < IL CL CD 0 tm V) O m a_ m :2 o C) a C5 Z DRAWN: RSH DESIGNED BY: RSH GRAPHIC SCALE REVIEWED: LIVIL PLC JOB#: 1614 10 0 5 10 20 40 1 1 1 1 i I DATE: 4/24/2009 ( IN FEET ) 1 inch = 10 ft. MUM C3.1 r --PROPOSED 6" SOLID 1 ' k L L SDR 35 PVC ROOF C DRAIN PIPE — TOTAL - 6" INV=83.32 24.2 L.F. AT 2.0% INV=83.80 Ilk MAXIMUM ■ 2% LANDING AT ENTRIES-' MAXIMUM 2% LANDING AT ENTRIES NOTE: ALL PROPOSED STORM v DRA AND ROOF DRAIN LINES TO BE \ INSTALLED WITH AF= 8187.63 -86.98 3 HEAT TAPE. 116 LF OF 2 - 1 HDPE 0 0.857. RE: ELECTRICAL 6" INV=85.38— INV=84.33 ,,,--PROPOSED 6" SOLID SDR 35 PVC ROOF DRAIN PIPE - TOTAL 32.3 L.F. AT 2.0% 6" BEND INV= 87.60 D N " I RE: ARCH Ig - 4 hl. pvA 4 PROPOSED 6" PVC SEWER SERVICE PROPOSED 10 "X10 "X6" TEE INVERT =74.71 AND 1 -6" GV &B (SPACED FROM EXISTING TEE PER ERWSD REQUIREMENTS) PROPOSED 6" PVC SEWER SERVICE CLEANOUT INVERT =74.11 I UNLOCATED EXISTING SEWER 'l CLEANQUT (FROM 1969 ADDITION PLANS) 45' BEND PROPOSED 6" PVC SEWER SERVICE BASIS OF BEARINGS: + 160 LF 2.09 N SEC 8, TOWNSHIP 5 SOUTH, RANG 80 WEST ° 'iHE s H CONNECT TO 8" CLAY MAIN WITH FACTORY WYE \� (ERWSD APPROVED COUPLERS) ` I� } r' ' �srn£Er ucHr _ t EXISTING RIM =82.08 1 \ FIELD MEASURED H =12.4, I ,� k � (APPROX INV IN= 69.68) 1 s } —k s EXISTING 8" VCP SEWER MAIN 214.5 LF APPROX 3.9%_ APPROX INV 8" VCP =70.33 SPRING . LINE= 70.66- -- ,;. SEWER SERVICE` INV 6" PVC =71.50 EXISTING 6" WATER MAIN (NOT LOCATED) -, ASSOCIATED VALVES REMOVE /' EXISTING 4" VCP (1,049) (NOT LOCATED)_/ CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) REMOVE EXISTING 2" WATER SERVICE (NOT LOCATED) CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) REMOVE EXISTING 4" VCP (NOT LOCATED) CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) PROPOSED 6" DIP WATER SERVICE 188.5 LF 7.5' COVER REQUIRED t _.n ✓. x ,> 45 BEND f l r' r ,,. MEOMCAL � ounEr u TOP OF SLAB =77 67 45' BEND <- '- THESE PLANS HAVE BEEN REVIEWED BY THE GAS _` , . TOP OF SLAB =77.67 CONFORMANCE TO LOCAL STANDARDS ONLY. THE X _ x ._ .�� RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN. EAGLE RIVER WATER AND SANITATION DISTRICT BY: UNLOCATED EXISTING °' PROPOSED 6" DIP WATER SERVICE HOLY CROSS ENERGY BY: SEWER INVERT 3' BELOW 7.5' COVER REQUIRED ,, EXISTING ELECTRIC SERVICE (NOT LOCATED) BY: BASEMENT LEVEL CROWN =73.5 QWEST (FROM 1969 ADDITION PLANS) f (FROM 1969 ADDITION COMCAST CABLE BY: PLANS) �S �1 REMOVE EXISTING q � RS R - GAS METE ME LE 1 1 �_ '. E �CTRIC ADJUST ELECTRIC SERVICE w TO NFW FI_FCTRIC ROOM immmmooff ri A /// REVIEWED BY: THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL STANDARDS ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN. EAGLE RIVER WATER AND SANITATION DISTRICT BY: DATE: HOLY CROSS ENERGY BY: DATE: XCEL ENERGY BY: DATE: QWEST BY: DATE: COMCAST CABLE BY: DATE: REPLACE WITH NEW GAS r METER �✓ RE: MECHANICAL GRAPHIC SCALE EXISTING TRANSFORMER TO zo a �o �a 4o as / ' ®` - „' REMAIN, RE :ELECTRICAL ( IN FEET ) 1 inch = 20 ft. _ ADJUST WATER VALVE TO GRADE 1. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. 2. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE EAGLE RIVER WATER AND SANITATION DISTRICT REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY ERW &SD PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE SEWER AND WATER SYSTEM. 3. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS —BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK CIVIL ENGINEERING, INC. AND THE OWNER UPON COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 4. PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH), IF ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION ARE FOUND, THE CONTRACTOR SHALL CONTACT PEAK LAND CONSULTANTS TO REVIEW. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER AND IS CONSIDERED PART OF THE WORK, 5. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS. 6. ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS. 7. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE —IN POINTS PRIOR TO CONSTRUCTION. 8. ALL WORK TO THE SHALLOW UTILITY SYSTEM SHALL BE PER EACH RESPECTIVE UTILITY COMPANIES SPECIFICATIONS. CONTACT EACH PERSPECTIVE UTILITY COMPANY TO REVIEW PLANS AND COORDINATE CONSTRUCTION BEFORE CONSTRUCTION BEGINS. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE A PRE — CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES 48 HOURS PRIOR TO ANY CONSTRUCTION. MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILITY COMPANY. 10. CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION, UTILITY CONTACTS A SEWER & WATER (EAGLE RIVER WATER & SANITATION DISTRICT) — 970 - 476 -7480 B ELECTRIC (HOLY CROSS ENERGY) — JEFF VROOM 970 - 945 -5491 C TELEPHONE ( QWEST) — SAM TOOLEY 970 -468 -6860 D GAS (XCEL ENERGY) — KIT BOGERT 970 -262 -4024 E CABLE TV (COMCAST) — JIM KOMISKI 970 -949 -1224 PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK LAND CONSULTANTS, INC. SO THAT LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. FA . t• �J� a wg C L w o 4#1 0 co • D R EVIEWED: DESIGNED BY: LML PLC OB D. 00. • • • • ■ ■ • ■ D R EVIEWED: DESIGNED BY: LML PLC OB D. 00. f 1 1 i J l � ! 1 ! r (�p 0) cD D ) CD j �{ ©O\4 1 tl i 1, + k O 0 DRY -LAID BOUL Ry NTION'.YVALL j # 2 HGT @ IS EN , DFCLIN�ES TO MEET PROPOSED DE OPP`051/TE END I k k � •• v kf �' NEW POOL FENCE' VAI L VALLEY DRIVE r f 2 I NTERSECTI0N , • 10 SITE LINE ,/ . � f . 5 gal TURF ' ' AREA. � t 2 -4" cal PROPOSED PLANTS LIST 2 - 4 " cal Symbol Common Name Latin Name In Ask Colorado Blue Spruce Picea pungen5 'Baby Blue Eyes' � 4 Colorado Blue Spruce Picea pungen5 'Hoop5n' W 30 Corkbark Fir Abie5 1a51ocarpa 'glauca' w 44 Dwarf Alberta Spruce Picea glauca 'conica' 5 gal 18 Quaking Aspen Populu5 tremuloade5 0 G2 Narrowleaf Cottonwood Populu5 angu5tif0lia 1 42 Cut Leaf Weeping Birch Betula pendula gracill5 o ' EXISTING Malu5 5pp =i SWIMMING j 0 POOL 1 0 Mountain Mahogany Cercocarpu5 montanu5 Dwarf Amur Maple T. , z w. a Ti E Canadian Lilac NEW 02 0 Siberian Pea5hrub UTI LITY 0 Rock Spirea H0I0dI5CU5 dum05U5 0 White Bud Mugo Pine Pinu5 mugo 'White Bud Mesa Verde Spruce T. W. t \ S 5ymphoricarpo5 oreophilu5 Prairie Sagewort Artemisia ludoviciana O Concorde Red Barberry Berberi5 thunbergu 'Concorde' U-i 0 t h { O� c� \N - A 01 `iii 'es, EXSTI NG PAVERS TO REMAIN 9 i Y' J \ � NEW POOL T� 1 ASPHALT PAVING 1� SNOW STORAGE r . l } 4 I i � } r i -•• y� S l .,, I 2 18 -20' , • 10 1 G -18' 30 5 gal 31 2 -4" cal t 2 -4" cal r . l } 4 I i � } r i -•• y� S l .,, W y r I ! tb C4 Al V t V 110 llli 10 `— PROPERTY LINE '{ VIEW TRIANGLE 1 PROPERTY 51GNAGE 1 I 2 18 -20' 11 12 -1 G' 10 1 G -18' 30 5 gal 31 2 -4" cal t 2 -4" cal PROPOSED PLANTS LIST 2 - 4 " cal Symbol Common Name Latin Name In Ask Colorado Blue Spruce Picea pungen5 'Baby Blue Eyes' � 4 Colorado Blue Spruce Picea pungen5 'Hoop5n' W 30 Corkbark Fir Abie5 1a51ocarpa 'glauca' w 44 Dwarf Alberta Spruce Picea glauca 'conica' 5 gal 18 Quaking Aspen Populu5 tremuloade5 0 G2 Narrowleaf Cottonwood Populu5 angu5tif0lia 0 �w L-'U 42 Cut Leaf Weeping Birch Betula pendula gracill5 to I— C) Flowering Crabapple Malu5 5pp iij Thin Leaf Alder Alnu5 tenuifolia 0 Red 051er Dogwood Cornu5 5tolonifera 0 Mountain Mahogany Cercocarpu5 montanu5 Dwarf Amur Maple Acer ginnala 'Compacta' E Canadian Lilac Syringa x pre5toniae 02 0 Siberian Pea5hrub Caragana pygmaea 0 Rock Spirea H0I0dI5CU5 dum05U5 0 White Bud Mugo Pine Pinu5 mugo 'White Bud Mesa Verde Spruce Picea pungen5 'Mesa Verde' Mountain Snowberry 5ymphoricarpo5 oreophilu5 Prairie Sagewort Artemisia ludoviciana O Concorde Red Barberry Berberi5 thunbergu 'Concorde' U-i 0 Tufted Hairgra55 De5champ5la cae5pito5a f Q Blue Oat Gra55 Helictotrichon 5emperviren5 Ground Cover Blue Grass Mix W y r I ! tb C4 Al V t V 110 llli 10 `— PROPERTY LINE '{ VIEW TRIANGLE 1 PROPERTY 51GNAGE 1 I I 2 18 -20' 11 12 -1 G' 10 1 G -18' 30 5 gal 31 2 -4" cal t 2 -4" cal 2 2 - 4 " cal 3 2 - 4 " cal 9 2 -4" cal 19 / 28 5 gal I I 2 18 -20' 185 rf NEW FLAGSTONE WALKWAY ro; 8184 Quantity Size 2 18 -20' 11 12 -1 G' 10 1 G -18' 30 5 gal 31 2 -4" cal 3 2 -4" cal 2 2 - 4 " cal 3 2 - 4 " cal 9 2 -4" cal 19 5 gal 28 5 gal 4 5 gal 11 5 gal 30 5 gal 30 5 gal 44 5 gal 5 5 gal 18 5 gal 21 5 gal G2 5 gal 30 5 gal 42 5 gal approx. 5000 sf 8179 r! , Q a E i ,8178 i G \ � !8177 I � $ i i b TRASH ENCLOSURE ' 8183 ..p 1 } , t N � f �t t, ,8176 <.w 07 , REMAINING PLANTS LIST Symbol Common Name Latin Name Colorado Blue Spruce Picea pungen5 Quaking Aspen Populu5 tremuloide5 1 r / Q SN STORAGE° 1 1102 Quantity Size 5 8-12 cal 13 G -18" cal Scale in Feet 0 5 10 20 1 " 10' IRRIGATION NOTES: ALL TREES AND 5HRUB5 WILL BE WATERED BY NEW AUTOMATIC DRIP IRRIGATION SYSTEM. ALL GROUND COVERS WILL BE WATERED BY NEW AUTOMATIC SPRAY 5Y5TEM. submittal: 19 /DEC /07 revisions: Per DB R Revie r fgla Evergreen Tree 22 /JAN /08 Sizes f la Pavin chan es 26JAPRIL/0, fclia relocate trees 30 /MAY /09 fc view trian le Z 07 /JULY /0 f a 3' Shru hgt/ Site line 3 1 /J U LY /09 L w rel. 2 5 ruce, 4 aspe OG /AUG /09 Q P 5 <o te a, d o4 u >u U 0 >, o Scale in Feet 0 5 10 20 1 " 10' IRRIGATION NOTES: ALL TREES AND 5HRUB5 WILL BE WATERED BY NEW AUTOMATIC DRIP IRRIGATION SYSTEM. ALL GROUND COVERS WILL BE WATERED BY NEW AUTOMATIC SPRAY 5Y5TEM. submittal: 19 /DEC /07 revisions: Per DB R Revie 24 /DEC /07 fgla Evergreen Tree 22 /JAN /08 Sizes f la Pavin chan es 26JAPRIL/0, fclia relocate trees 30 /MAY /09 fc view trian le Z 07 /JULY /0 f a 3' Shru hgt/ Site line 3 1 /J U LY /09 L w rel. 2 5 ruce, 4 aspe OG /AUG /09 Z w Z d, w L w E- r Q P 5 <o te a, d o4 u >u U 0 >, o rn 0 rn W mow° J ca w = d, 0 E- r _ id 85 .C1 U 0 0 rn W mow° J sn < a ---, lS w a � a o 40 x O i 0 .� II ti O 1 i r� it N rn K) n rn EJ CP N D m ti N rn N 0 N �{I n rn w !cf' ^0 r r .. r i I r r .r r n r Y i .b Xk r r N - U m L%7, s� 1 Q -. (ffi N om { ;` Y i N { rnm >� TOTAL rn m rn w UNITS UNDER 2,000 SOFT 7 N q '_ m ; X DZ-i °znz 0 0 ' m 0 T 0 rn G1© I M' I PARKING REQUIREMENTS: N N ;` PARKING n A FACTOR TOTAL UNITS OVER 2 SOFT a rn 22.5 UNITS UNDER 2,000 SOFT 7 2 14 p z art PROP05ED 5 VALET (INCL. BLOCKED, <50%) 15 COMPACT SPACES ( <2596) 7 SNOW 5TORAGE AREA = 1096 OF TOTAL HEATED PARKING AREA O m rn m �r �Q TfX rn y �o rn rn niy CA K) cu © >� N -.t 0 rn N N ' 0 tit 0 � rn O � N m �- 0 � n � � 1= M' I PARKING REQUIREMENTS: N - U PARKING n #UNITS FACTOR TOTAL UNITS OVER 2 SOFT a 2.5 22.5 UNITS UNDER 2,000 SOFT 7 2 14 REQUIRED z art PROP05ED 5 VALET (INCL. BLOCKED, <50%) 15 COMPACT SPACES ( <2596) 7 SNOW 5TORAGE AREA = 1096 OF TOTAL HEATED PARKING AREA \-A" TRUE NORTH FLAN NORTH N • N rn N iu rn D rn N m .p. V\ Q r a D m cJ) 0 m s� I i ., O c , O 0 cs� O c� 0 ki r • r y � r co O m (n C Z'7 m 9 Cti 1711 0 N Y p C� m N rn tia 0r E b" 9 { ISSUE RECORD 1 PEO SUBMITTAL 10/21/0 BUILDING PERMIT SET 04/04/05 MINOR AMENDMENT 05 /10 /Oq LIJ i --j n uj • • t► •w 0 4 i .s AW N - U n m N 3 rn tub r -0 O m �X rn> �n �Q TfX rn y �o rn niy CA cu © >� ni p -.t 0 • N rn N iu rn D rn N m .p. V\ Q r a D m cJ) 0 m s� I i ., O c , O 0 cs� O c� 0 ki r • r y � r co O m (n C Z'7 m 9 Cti 1711 0 N Y p C� m N rn tia 0r E b" 9 { ISSUE RECORD 1 PEO SUBMITTAL 10/21/0 BUILDING PERMIT SET 04/04/05 MINOR AMENDMENT 05 /10 /Oq LIJ i --j n uj • • t► •w 0 4 i .s AW ARCH ITECTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com Fax(970) 476 -4901 (970) 476 -6342 51TE F LAN P r ARCH ITECTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com Fax(970) 476 -4901 (970) 476 -6342 51TE F LAN 9 C F 5 14 A • • A302 3 • 4 • A303 4 9 H 000000�1 • • e 0*0000 • • • • • 00 • • • • • TRUE NORTH PLAN NORTI-L] m • • • 0 • 0 LEGEND AREAS OF ADDITION FIRST LEVEL 1/8 = 1 -0" ISSUE RECORD PROGRESS SET 02.20.08 PROGRESS SET 04.04 . 08 1MG FERM - E - f 04.24.09 - ML114MG FERMWS i 1 �06.10.09 �PLAN CHECK �COMMENTS � 07.09.09 ADDENDA #2 108.07.09 F R I T Z L E N P I E R C E Ctj (t Lo Q om } > C) C,,,) u 0 E C T < F R I T Z L E N P I E R C E A I T E C T S 1650 E Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itectsco m Q970) 476-4901 p.(970) 476-6342 1,-IRST LEVEL PLAN JA�O U � A ' 3 ' ' 1 0 ' 3 ' 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 08560 - METAL CLAD WOOD WINDOW 06410 - EXTERIOR WOODWORK - CORBEL 05720 - ORNAMENTAL METAL RAILING — I I 005 I 1 II I i I 09220 - STUCCO 04400 - MASONRY VENEER ASSEMBLIES 06410 - EXTERIOR WOODWORK - COLUMN (3 ( �, f RI DGE ELEV. 1 8242' - 5" V RIDGE _ 2 8237'- 11 " _ RIDGE E LE�1� 8236' - FO LE 8220'- 7 1/2" FOURTH LEVEL _NORTH - _ 8218'- 6 1/4 THIRD LEVEL 8207'- 7 1/2" THIRD LEVEL _ NORTH _ 8205" - 6 1 /4° _ SECOND L EVEL 8196' - 51/2 _ FIRST_LEVEL _ 8187'- f — 1/2" LOBBY LEVEL 8182' -6" _ LOWER_LEVEL _ 8177'- 8" 06410 - EXTERIOR WOODWORK - CORBEL 08560 - METAL CLAD WOOD WINDOWS AND DOORS 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 07315 - SYNTHETIC SHAKES RIDGE ELEV. 3 8236'- 11 " FOURTH LEVEL NORTH 8218'- 6 1 /4" m ougmWA L OBB Y mulflummu : . L OWER LEVEL 8177 : _ v"t•tvv - IVIlRV 1l1 VI11 VENEER ASSEMBLIES RIDGE ELEV. 1 8242'- 5" RIDGE ELEV. 3 _ 8236'- 11" LO BB Y : . L • T rue Elevation Z ', T rue E levation 2 3 Tr ue Elevation 3 A301 ) 1/8" =1' -011 A301 1 A301 ) 1/81 " =1-0' A305 A305 1 E05 THIRD LEVEL NORT 8205' - 1 07315 - SYNTHETIC SHAKES 09220 - STUCCO 06410 - EXTERIOR WOODWORK - CORBEL 05720 - ORNAMENTAL METAL RAILING A301 ) "8" = " -o" 8220'- 7 1/2" \-r FOURTH LEVEL N ORTH 8218' 6 THIRD LEVEL NORTH 8205'- = /4" zh ISSUE RECORD I ! 01 . 23 . 08 P 02 ' PROGR ESS i4 14 is 1• 1• i• 1 1• HECK 1 i• 1• 'AD DENDA #2 35 ill I I 005 I 1 II I i I 09220 - STUCCO 04400 - MASONRY VENEER ASSEMBLIES 06410 - EXTERIOR WOODWORK - COLUMN (3 ( �, f RI DGE ELEV. 1 8242' - 5" V RIDGE _ 2 8237'- 11 " _ RIDGE E LE�1� 8236' - FO LE 8220'- 7 1/2" FOURTH LEVEL _NORTH - _ 8218'- 6 1/4 THIRD LEVEL 8207'- 7 1/2" THIRD LEVEL _ NORTH _ 8205" - 6 1 /4° _ SECOND L EVEL 8196' - 51/2 _ FIRST_LEVEL _ 8187'- f — 1/2" LOBBY LEVEL 8182' -6" _ LOWER_LEVEL _ 8177'- 8" 06410 - EXTERIOR WOODWORK - CORBEL 08560 - METAL CLAD WOOD WINDOWS AND DOORS 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 07315 - SYNTHETIC SHAKES RIDGE ELEV. 3 8236'- 11 " FOURTH LEVEL NORTH 8218'- 6 1 /4" m ougmWA L OBB Y mulflummu : . L OWER LEVEL 8177 : _ v"t•tvv - IVIlRV 1l1 VI11 VENEER ASSEMBLIES RIDGE ELEV. 1 8242'- 5" RIDGE ELEV. 3 _ 8236'- 11" LO BB Y : . L • T rue Elevation Z ', T rue E levation 2 3 Tr ue Elevation 3 A301 ) 1/8" =1' -011 A301 1 A301 ) 1/81 " =1-0' A305 A305 1 E05 THIRD LEVEL NORT 8205' - 1 07315 - SYNTHETIC SHAKES 09220 - STUCCO 06410 - EXTERIOR WOODWORK - CORBEL 05720 - ORNAMENTAL METAL RAILING A301 ) "8" = " -o" 8220'- 7 1/2" \-r FOURTH LEVEL N ORTH 8218' 6 THIRD LEVEL NORTH 8205'- = /4" zh ISSUE RECORD I ! 01 . 23 . 08 P 02 ' PROGR ESS i4 14 is 1• 1• i• 1 1• HECK 1 i• 1• 'AD DENDA #2 pr Q IN B• Ot AR R 1650 E Vail Valley Dr, Fallridge C -1 Vail, CO 81657 vai I architects. com Q970) 476 -4901 p.(970) 476 -6342 ■ l • • iA pr Q IN B• Ot AR R 1650 E Vail Valley Dr, Fallridge C -1 Vail, CO 81657 vai I architects. com Q970) 476 -4901 p.(970) 476 -6342 ■ l 1650 E Vail Valley Dr, Fallridge C -1 Vail, CO 81657 vai I architects. com Q970) 476 -4901 p.(970) 476 -6342 ■ l 07466 - FIBER CEMENT SIDING --- 06410 - EXTERIOR WOODWORK - CORBEL 07315 - SYNTHETIC SHAKES E 1 A403 � I , ALI \ 11 1111 I III I III I it 1I II ,' ICI' \ NEW OPEN ARCHWAY INTO COVERED PATIO 3 2 , 3 1 34 3,5 L-J k i II I 1 12 III\ 09220 - STUCCO 05720 - ORNAMENTAL METAL RAILING 08560 - METAL CLAD WOOD WINDOWS AND DOORS 04400 - MASONRY VENEER ASSEMBLIES ----- _ True Elev A302 j 1 /8° = V-0° FOURTH LE VEL 8220'- 7 1/2" FOURTH LEVEL _ _ NORTH 8218' - 6 114" THIRD LEVEL 8207' 7 1/2" THIRD LEVEL NORTH 8205 6 1 /4" SECOND LEVEL 8196'- 5 f/:2" FIRST LEVEL — 818 7' — : LO BB Y 8182'- • — LOWER LEVEL 8177 : i A301 ,1 A302 U A305 <E310 1 A303 1 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING : : � 05720 - ORNAMENTAL METAL RAILING I _.____.m._ _ 08560 - METAL CLAD WOOD WINDOW 04400 - MASONRY VENEER ASSEMBLIES FOURTH LEVEI FOURTH LEVEL NORTH 8218' -6114" Fa "m THIRD LEVEL NORTH _SECOND LEVEL 8196'- 5 1%2" V F ' . i 8 1 8 7'- LO BB Y 8182 s L O WE R LEVEL True Elevation---- A302 ) 1/8" = I 1 RIDGE ELEV. 1 8242'- 5" `.. w RIDGE ELEV. 2 8237'- 11 " RIDGE ELE 3� 8236'- 11 " vvvvv - wiL- , nL- v1.nv vvvvv vv"vvvvvv nivv vvvrw 04400 - MASONRY VENEER ASSEMBLIES ' 3 --- . rue Elevation 6 A302 ) 1/8 1, = 1 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 06410 - EXTERIOR WOODWORK - CORBEL 09220 - STUCCO RIDGE ELEV. 1 2 _ RIDGE _ELEV. 3 8236'- 11 " FOURTH LEVEL - NORTH w ' w ' Fall .. : : • L O WE R LEVEL THIRD LEVEL _ _NORTH 8205' - - 6 — 1 /4" SECOND LEVEL 8196' - 5 1 /2" 01 PROGRE 02 . 2 0 . 08 PROGR B UIL D ING 04 BUIL !• ! 1• P , 1 i• 1• i i i W � P p I- Ln (ll 5_ cCi cnn > CO a . U Q E _o Q 0 ARCH ITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS P p ARCH ITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS U :I RE: GRADING PLAN- MYM FA 3 5 1 l 7 & m i i A Is w (9 C) 0 o LU "S UL CL • 3: F— Cj) do ^ 2 Voi ppp—A 44 1►q lommoommi Line #/Curve # Length Bearing/Delta Radius L201 49.32 SO' 27' 45,86"W L202 22.27 ST 23' 00.23"W L203 71.50 S82* 36' 59.77"E L204 13.00 N7* 23' 00.23"E L201 49.32 SO' 27' 45.86"W L205 16.14 NT 21' 43,89"E L206 8.54 N82* 38' 22.72"W L202 22.27 ST 23' 00,23"W L207 13.16 NT 22' 55.26"E L203 71.50 S82* 36' 59.77"E L208 24.71 N82' 36' 59.77"W L209 11.45 N12' 43' 55.04"E L210 22.86 N83* 01' 22.47"W FA 3 5 1 l 7 & m i i A Is w (9 C) 0 o LU "S UL CL • 3: F— Cj) do ^ 2 Voi ppp—A 44 1►q lommoommi DRAWN: RSH DESIGNED BY: RSH REVIEWED: LML GRAPHIC SCALE PLC JOB#: 1614 10 0 5 10 20 40 DATE: 4/24/2009 ( IN FEET ) 1 inch = 10 ft. SHEET C2.1 41 E - 41 Ti a (D D Uj E V) V) =3 V) F— (n LU 0- CD :2-1 a U "o E5 i:p -a m 0- m m C) 0 CD o IN < C5 Z DRAWN: RSH DESIGNED BY: RSH REVIEWED: LML GRAPHIC SCALE PLC JOB#: 1614 10 0 5 10 20 40 DATE: 4/24/2009 ( IN FEET ) 1 inch = 10 ft. SHEET C2.1 12 HDPE 0 0.857. RE: ELEC TRICAL ti 6" INV=85.38 87.6 84.8 PROPOSED 2'x2' AREA INLET RIM=8188.1 0 87.4 6" INV=84.33 12 INV OUT=8185.15 PROPOSED 6" SOLID OTE:" R= SPOT 6" BEND INV=85.20 RE: DETAILS SDR 35 PVC ROOF ELEVATION W ITH S WI DRAIN PIPE TOTAL DECIMAL PLACES EXISTING GROUND WALL DEPTH, BASE —I, DRAINAGE 32.3 L,F. AT 2.0% DENOTE M 86.2 RETAINING END PROPOSED DES s - ,WALL RE: GN STRUCTURAL ELEVATION (TYPICAL EXISTING GROUND — RE: STRUCTURAL uj kc RE: WALL N RE: ARCH - ELEVATION RISER WALL SECTM e r% (BW) t 0 11 1 Kin PAII IKIP- Nar TO SCALE If n a 0 0 .- .J a Lu < Z w o .jo c0 Z � Q z PROPOSED 6" SOLID m u Q- m o m �. SDR 35 PVC ROOF DRAIN PIPE – TOTAL MAXIMUM A 6" INV=82.1 00 co c) c) C) 6",, INV=83.'32' 24.2 L.F. AT 2.0% 2% LANDING AT ENTRIES k" 6" INV=83.80 7 C V MA IMUM 82.9 MAXIMUM 2% NDING NO TE: ITALICIZED 2% LANDING AT W, KWAY CONN TIONS SPOT ELEVATIONS WITH Da DECIMAL AT ENTRIES NOTE: ALL DENOTE EXISTING ELEVATIONS (TYPICAL) PROPOSED STORM DRAIN AND ROOF 87,63 DRAIN LINES TO BE 86.'9 INSTALLED WITH FF= 8187.63 H EAT TAP Y 7 j ' 7 _7 1 4" % 84.0 ----1 16 LF OF 12 HDPE 0 0.857. RE: ELEC TRICAL ti 6" INV=85.38 87.6 84.8 PROPOSED 2'x2' AREA INLET RIM=8188.1 0 87.4 6" INV=84.33 12 INV OUT=8185.15 PROPOSED 6" SOLID OTE:" R= SPOT 6" BEND INV=85.20 RE: DETAILS SDR 35 PVC ROOF ELEVATION W ITH S WI DRAIN PIPE TOTAL DECIMAL PLACES EXISTING GROUND WALL DEPTH, BASE —I, DRAINAGE 32.3 L,F. AT 2.0% DENOTE M 86.2 RETAINING END PROPOSED DES s - ,WALL RE: GN STRUCTURAL ELEVATION (TYPICAL EXISTING GROUND — RE: STRUCTURAL uj kc RE: WALL N RE: ARCH - ELEVATION RISER WALL SECTM e r% (BW) t 0 11 1 Kin PAII IKIP- Nar TO SCALE If n a 0 0 .- .J a Lu < Z w o .jo c0 Z � Q z V) RAILING TYPE I APPROX. 3' RE: ARCH CONNECTION RE: PLAN TO WALL RE: STRUCTURAL —WIDTH RE: STRUCTURAL L PEM LAW CONSMTAM ***SPILL CURB sN0 M14 FAX97047MIG TBc WERE PAVEMENT MLE110�11.113W VAIL.CO8169 co SLOPES AWAY FROM WALL w z (n w W, 1� =��= 0� Lo ell 1 14 14 1 IN .9.1 N DRAWN: RSH DESIGNED BY: RSH GRAPHIC SCALE REVIEWED: LML PLC JOB#: 1614 10 0 5 10 20 40 1 DATE: 4/24/2009 ( IN FEET ) I inch = 10 ft. k C I m u Q- m o m C) c) c) C) 7 C V V) RAILING TYPE I APPROX. 3' RE: ARCH CONNECTION RE: PLAN TO WALL RE: STRUCTURAL —WIDTH RE: STRUCTURAL L PEM LAW CONSMTAM ***SPILL CURB sN0 M14 FAX97047MIG TBc WERE PAVEMENT MLE110�11.113W VAIL.CO8169 co SLOPES AWAY FROM WALL w z (n w W, 1� =��= 0� Lo ell 1 14 14 1 IN .9.1 N DRAWN: RSH DESIGNED BY: RSH GRAPHIC SCALE REVIEWED: LML PLC JOB#: 1614 10 0 5 10 20 40 1 DATE: 4/24/2009 ( IN FEET ) I inch = 10 ft. k C I i i i ! ! ! BASIS OF BEARINGS: N 00'01'53" W ALONG THE EAST LINE OF NE Y4 OF,,.THE;tiW Y4 SECTION 8, TOWNSHIP 5 SOUTH, RANG 80 WEST OF;y1NE 6TH P.M. PROPOSED 6" PVC SEWER SERVICE PROPOSED 10 "X1O "X6" TEE INVERT =74.71 AND 1 -6" GV&B (SPACED FROM EXISTING TEE PER ERWSD REQUIREMENTS) PROPOSED 6" PVC SEWER SERVICE CLEANOUT INVERT =74.11 UNLOCATED EXISTING SEWER '%.,. CLEANOUT (FROM 1969 ADDITION PLANS) PROPOSED 6" PVC SEWER SERVICE 160.5 LF 0 2.0% CONNECT TO 8" CLAY MAIN WITH FACTORY WYE (ERWSD APPROVED COUPLERS) G3•�I:11►I7 t r \ � rnEEr UWT " = _ i F w EXISTING RIM =82.08 4 __ FIELD MEASURED H =12.4 L (APPROX INV IN= 69.68) \ EXISTING 8" VCP �I r` ,�s ~� ...• -""-`" SEWER MAIN— ._._______-- ..,.:.' 214.5 LF ny_ - APPROX. 3.9% APPROX INV 8" VCP 70.33 ` 5 SPRING .LINE = 70,66 CROWN =71.00 SEWER SERVICE INV 6" PVC =71.50 EXISTING 6" WATER MAIN (NOT LOCATED) ASSOCIATED VALVES REMOVE /' EXISTING 4" VCP (1.04 %) (NOT LOCATED)_/' CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) ■ REMOVE EXISTING 2" WATER SERVICE (NOT LOCATED) CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) REMOVE EXISTING 4" VCP (NOT LOCATED) CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) EXISTING ELECTRIC SERVICE (NOT LOCATED) (FROM 1969 ADDITION PLANS) — ADJUST ELECTRIC SERVICE TO NEW ELECTRIC ROOM CONNECT TO EXISTING CTV PEDESTAL IN THIS AREA (NOT LOCATED) REMOVE GAS SERVICE (NOT LOCATED) (FROM 1969 ADDITION PLANS) N GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 • OUTLET INV. d4JT PROPOSED 6" DIP WATER SERVICE 188.5 LF 7.5' COVER REQUIRED REVIEWED BY: 45' BEND THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL STANDARDS ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN. EAGLE RIVER WATER AND SANITATION DISTRICT BY:----------- - - - - -- DATE: --- ___ HOLY CROSS ENERGY BY: DATE: XCEL ENERGY BY: DATE: ►� 11111W oil Ft r r i i r � • w _ , ti TOP" OF SLAB =77 67 �. --'45' BEND 79 :a 78 -2 CTRICAL - TRANSFORMER � r REMOVE EXISTING GAS METER REPLACE WITH NEW GAS METER RE: MECHANICAL ,;i _ ;. , EXISTING TRANSFORMER TO REMAIN, RE:ELECTRICAL. ADJUST WATER VALVE TO GRADE 1. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. 2. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE EAGLE RIVER WATER AND SANITATION DISTRICT REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY ERW &SD PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE SEWER AND WATER SYSTEM. 3. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS —BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK CIVIL ENGINEERING, INC. AND THE OWNER UPON COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 4. PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). IF ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION ARE FOUND, THE CONTRACTOR SHALL CONTACT PEAK LAND CONSULTANTS TO REVIEW. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER AND IS CONSIDERED PART OF THE WORK. 5. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS. 6. ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS. 7. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE —IN POINTS PRIOR TO CONSTRUCTION. 8 ALL WORK TO THE SHALLOW UTILITY SYSTEM SHALL BE PER EACH RESPECTIVE UTILITY COMPANIES SPECIFICATIONS. CONTACT EACH PERSPECTIVE UTILITY COMPANY TO REVIEW PLANS AND COORDINATE CONSTRUCTION BEFORE CONSTRUCTION BEGINS. 9 IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE A PRE — CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES 48 HOURS PRIOR TO ANY CONSTRUCTION. MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILITY COMPANY. 10. CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION. m III owfAT400 A SEWER & WATER (EAGLE RIVER WATER & SANITATION DISTRICT) — 970- 476 -7480 B ELECTRIC (HOLY CROSS ENERGY) — JEFF VROOM 970 - 945 -5491 C TELEPHONE (OWEST) — SAM TOOLEY 970- 468 -6860 D GAS (XCEL ENERGY) — KIT BOGERT 970 - 262 -4024 E CABLE TV (COMCAST) — JIM KOMISKI 970 -949 -1224 PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK LAND CONSULTANTS, INC. SO THAT LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. I mm I PRO v v � o (v V) v � V) E I-- C w 0- t� OT G5 Z '- -! m CL m m •. W V) m D DESIGNED BY: LML REVIEWED: LML', PLC OB DATE 4/24/2009 FA_ •r J H F E RECORD MENDMENT a W U Z J C LL 2 )" ur rn } air D O to J W q � } -j Jp J < } © W � Q J M Q 4 C I m 12' 0 .J P M ARCH ITECTS 1 650 E. Vail Valley Dr, Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 TREF REMOVAL FLAN �I�I 5- p cD 1 It " �Z k. 0 A A DRY -LAID SOUL k N 1 N',t W*A'LL e� ��ii �-` ����u'1�1�� 2' HGT @ 15 FN DECLINE5 TO MEET PROP05ED DE OPPO51TE END � I f � f �; NEW POOL PENCE VAIL VALLEY DRIVE OD D D fcjla INTFR5FCTION 51ze5 22/JAN/05 f4a Paving chan e5 5ITF LINE 0 fi la V. LJRf AREA. + fcjia view Irian le 07/JULY/09 f 3' shrub hritl 5i line 3 1 /1 U LY/09 Z rel. 2 5pruce, 4 ripe n OG/AU 9 77 7 (D > U u W C6 U 0 0 > Z C> L --- j I I J A Z EX15TING PROPE 5WIMMING 0 0 N POOL VIEW TRIANGLE 0 PROPERTY P 5, 0 �� _ 51GNAGF 0 f � NEW. UTI LI 51 f- (51 5 �,�,. ���% A5PHALT T. .W :V� PAVING EX15TING HOT TUB 0 0 0 ELECTRICA TRAN5F0R E QP 0 0 Q51 i (0 0 0 ASPHALT PAVING 0 1 0 QP 5NOW 5TORAGE EX5TING PAVERS TO REMAIN 0) PROPOSED PLANTS LIST 5ymbot Common Name Latin Name \cp z Colorado blue 5pruce Picea puncjen5'5aby blue Eyes' LU LU Colorado blue Spruce Picea puncjen5'Hoop5ii' =05 Corkbark fir Abie5 la51ocarpa'cjlauca' LU LU Dwarf Alberta 5pruce Picea cjlauca'conica' 0 Quakincj Aspen Populu5 tremuloide-5 0 Narrowleaf Cottonwood Populu5 ancju5tifolia IJU lu Cut Leaf Weeping Birch Betula penclula cjracili5 I L/ LU Flowering Crabapple MaIL15 5pp Thin Leaf Alder Alnu5 tenutfolia Red Osier Dogwood Cornu5 5tolonifera Mountain Mahogany Cercocarpu5 montanu5 Dwarf Amur Maple Acer cjinnala 'Compacta' co (D Canadian Lilac 5yringa x pre5toniae, 0 5iberian Pea5hrub Caracjana pycjmaea (n 0 Rock 5pirea 17101065C1,15 dUM05L15 0 White bud Mucjo Pine Finu5 mugo'White Bud' Mesa Verde 5pruce Picea puncjen5 'Mesa Verde' Mountain 5nowberry 5ymphoricarPO5 oreophlIU5 Prairie 5agewort Artemi5ia ludoviciana 0 Concorde Red barberry Berberi5 thunberjii 'Concorde' UJ 0 Tufted Haircjra55 De5chaMp5la CaC5p1t05a 0 blue Oat Gra55 Helictotrichon 5emperviren5 Ground Cover blue Gra55 Mix 0 185 jI Quantity Size 2 18-20' 1 1 1 2-1 G' 10 1G -18' 30 5 gal 31 2-4" Cal 3 2-4 Cal 2 2-4 Cal 3 2-4" Cal 9 2-4 Cal 19 5 gal 25 5 gal 4 5 gal 11 5 cjal 30 5 gal 30 5 gal 44 5 gal 5 5 gal 15 5 gal 21 5 gal G2 5 gal 30 5 gal 42 5 gal approx. 5000 5f NEW fLAG5TONE WALKWAY 5184 �-,, , 8183 C-D OD D D fcjla OD 51ze5 22/JAN/05 f4a Paving chan e5 0 fi la relocate trees A + fcjia view Irian le 07/JULY/09 f 3' shrub hritl 5i line 3 1 /1 U LY/09 Z rel. 2 5pruce, 4 ripe n OG/AU 9 C-D OD D D fcjla OD 51ze5 22/JAN/05 f4a Paving chan e5 0 fi la relocate trees A + fcjia view Irian le 07/JULY/09 f 3' shrub hritl 5i line 3 1 /1 U LY/09 CD rel. 2 5pruce, 4 ripe n OG/AU 9 (D > U u W C6 U 0 0 > Z C> L --- j Z PROPE LINE 0 0 N VIEW TRIANGLE 0 PROPERTY P 8150 �� _ 51GNAGF 0 �,�,. ���% A5PHALT :V� PAVING I � W& IRRIGATION NOTES: ALL TREES AND 5HRUI55 WILL BE WATERED BY NEW AUTOMATIC DRIP IRRIGATION 5Y5TEM. ALL GROUND COVER5 WILL BE WATERED BY NEW AUTOMATIC 5PRAY 5Y5TEM. i 1 1102 5ymbol Common Name Latin Name Quantity Size -A& Colorado blue 5pruce- Picea puncjen5 5 8-12" Cal Quaking Aspen Populu5 tremuloide5 13 G - 18 Cal Scale in Feet 0 5 10 20 i = 10 , I F-_- • t t submittal: I 9/DEC/07 revisions: Per DBR Revie% 24 /DEC /07 fcjla Evergreen Tree 51ze5 22/JAN/05 f4a Paving chan e5 2G/APRIUO'- fi la relocate trees 30/MAY/09 fcjia view Irian le 07/JULY/09 f 3' shrub hritl 5i line 3 1 /1 U LY/09 CD rel. 2 5pruce, 4 ripe n OG/AU 9 > 0 ('0 CD (D > U u W C6 U 0 U c > Z C> L --- j ('0 U 00 0 U c > Z C> Z IN 0 0 N 0 x I • 0 0 I • 0 1 1 i I c m N n rn K) rn N N n m N sa m w N D 0 m w (CJ 1 _011 r n / i • s • „O ,b d N n rn i cf 1-0 11 m�X Dz-11 Z 0 O K m O z O Cl 1 —O of ❑ N 0 Dr N{ m FACTOR w w p rn -rni _ 2.5 w UNITS UNDER 2,000 5QFT 7 N cf 1-0 11 m�X Dz-11 Z 0 O K m O z O Cl 1 —O of Q), 1:1 r m 0 z PARKING REQUIREMENTS: ❑ N 0 PARKING N � #UNITS FACTOR TOTAL UNITS OVER 2,000 5QFT � 2.5 22.5 UNITS UNDER 2,000 5QFT 7 2 14 REQUIRED n PROPOSED 57 VALET (INCL. BLOCKED, <5OY) m 15 COMPACT SPACES ( <2590) 7 SNOW STORAGE AREA = 1O% OF TOTAL HEATED PARKING AREA 1� �,° _ 1 Y � N -0 - 0 w n (P >r- �O O rn -i n� O i m rn r b rn 0 -,91 y - s N{ y o >rn my �- ! m rnA N o 1 _ m rn f� Q N _ C� si rn ,- N o w = l� m ti o -P - N 0 t_ 0 rn ,- � c�n N Q), 1:1 r m 0 z PARKING REQUIREMENTS: ❑ U 0 PARKING N � #UNITS FACTOR TOTAL UNITS OVER 2,000 5QFT � 2.5 22.5 UNITS UNDER 2,000 5QFT 7 2 14 REQUIRED a 57 PROPOSED 57 VALET (INCL. BLOCKED, <5OY) 15 COMPACT SPACES ( <2590) 7 SNOW STORAGE AREA = 1O% OF TOTAL HEATED PARKING AREA TRUE NORTJ ❑ ❑ U 0 N � n O , M - rn S1 {1 rn N A > Q n = rn N �,° _ Y � -0 - 0 w n (P >r- �O O rn -i n� O i m D b rn 0 -,91 y - s N{ y o >rn my �- ! rnA �n m rn N - n D m s n rn v� N ^y� Y rn r— 1 Z 1 Q) 'M N rn O N r rn p- �\ rn N rti r% 0' r� z� 0 0 rn , M - rn S1 {1 m rn N - n D m s n rn v� N ^y� Y rn r— 1 Z 1 Q) 'M N rn O N r rn p- �\ rn N rti r% 0' r� O -. 9 i ISSUE RECORD ! FE-0 SUBMITTAL 10/21/07 BUILDING PERMIT 5ET 04/04/05 MINOR AMENDMENT 05 /10 /OCI r 11 UJ Lu • z d - Lr) ju • i • • .. 0 i R ARCH ITE+CTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 SITE FLAN z� 0 0 m rn O -. 9 i ISSUE RECORD ! FE-0 SUBMITTAL 10/21/07 BUILDING PERMIT 5ET 04/04/05 MINOR AMENDMENT 05 /10 /OCI r 11 UJ Lu • z d - Lr) ju • i • • .. 0 i R ARCH ITE+CTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 SITE FLAN ARCH ITE+CTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 SITE FLAN NEY DOC C F • • I ISSUE RECORD I Em • 0 0 0 • I c 14 A • A302 3 • • 4 A303 H • • • 00000� • A�O NORTH PLAN NORTH LEGEND AREAS OF ADDITION FIRST LEVEL r R I TZLE N P I E R C E • • • • • FIRST LEVEL r R I TZLE N P I E R C E A I T E C T S 1650 E Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com Q970) 476-4901 p.(970) 476-6342 01.23.08 PROGRESS SET 02.20.08 PROGRESS SET 04.04.08 - Y WiLIMIG 04.24.09 1 HiStAL"FING FUUMT 1 'PLAN CHECK �=MMENTS !07.09.09 err ENDA#2 08.07.09 ASI #1 1/8" = 1' -0" FIRST LEVEL PL100 • 1 • 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 08560 - METAL CLAD WOOD WINDOW 06410 - EXTERIOR WOODWORK - CORBEL 05720 - ORNAMENTAL METAL RAILING — I I 005 f I f ! f I L - - ®__ -- 09220 -STUCCO - 04400 - MASONRY VENEER ASSEMBLIES - 06410 -EXTERIOR WOODWORK -COLUMN - True A301 "8"` 1' -o° -4 STE , 9 re am A302 A303 RIDGE ELEV. 1 8242'- 5" RID _ELEV. 2 8237' - 11 " RIDGE E LEV 8236 - �1� ' FOUR LEVEL 8220'- 7 1/2" FOURTH LEVEL _ NORTH 821$' _-61/4" THIRD LEVEL 8207'- 7 1/2" - THIRD LEVEL _ _NORTH 8205'- 6 1/4 SECOND LEVEL 8196'- 5 1/2" -.. _ FIRST LEVEL 8187'- 7 1/2" LOBBY LEVEL _� 8182' - 6" LOWER LEVEL 8177 A301 1 06410 - EXTERIOR WOODWORK - CORBEL 08560 - METAL CLAD WOOD WINDOWS AND DOORS 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 3.; 1 111111 07315 -SYNTHETIC SHAKES 1 a r n RIDGE ELEV. 1 8242'- 5" RIDGE ELEV. 2 8237'- 11 " V _ RIDGE ELEV. 3 8236'- 11" L./ FOURTH LEVEL t` 8220'- 7 1/2" L/ FOURTH LEVEL NORTH 8218'- 6 1/4 " ■ ;r 8207'- 7 1/2" ` THIRD LEVEL NORTH 8205' - 1 /4" SECOND LEVEL 8196',- V - NEW FRENCH DOORS INTO SUITE 2 I A305 II , A305 <a M — 04400 - MASONF 06410 - EXTERIOR 09220 - STUCCO ASSEMBLIES VOR - MN '2 True Elevat 2 A301 ) 1/8 = " LO BB Y 819_V- W� L OWE R LEVEL 2 i j s 07315 - SYNTHETIC SHAKES 09220 - STUCCO 06410 - EXTERIOR WOODWORK - CORBEL 05720 - ORNAMENTAL METAL RAILING _ v -f-tvv - 1v1r1%ovj14rc I VENEER ASSEMBLIES 3 True Elev A301 1/8'" = 1'4' ation 3 R I D GE 2 FOURTH LEVEL NORTH _ 8218' -61/4" •i 1 , 0 r w LO tvt L OWER LEVEL S i 01 . 23 . 08 P 02 ' PROGR ESS 14 14 is BUILDING PERMIT SET 1 i• 'BUILDING PERMIT SETI� 1• i i• �PLAN CHECK • 1 i• 1• A DDENDA# 2 ARCH ITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch i tects.co m Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS P w i � r • • i1 ARCH ITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch i tects.co m Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS P w ARCH ITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch i tects.co m Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS A305 I I , # If 1 A302 <f, A305 � A303 5 1 07466 - FIBER CEMENT SIDING nn ..n rvrrnir�n �nr�nninrr.nv n�nnri 09220 - STUCCO 05720 - ORNAMENTAL METAL RAILING 08560 - METAL CLAD WOOD WINDOWS AND DOORS 04400 - MASONRY VENEER ASSEMBLIES -- - _ I— A301 j1 RIDGE ELEV. 1 /L 8242'- RIDGE ELEV. 2 8237'- 11" V _ RIDGE ELEV, 3 8236'- 11 FOURTH LEVEL 8220'- 7 1/2" �1 FOURTH LEVEL NORTH 8218' -61/4" THIRD LEVEL 8207'- 7 1/2" THIRD LEVEL NORTH 8205' - 6 1 /4 SECOND LEVEL 8196' -51/2 �! FIRST LEVEL LO BB Y L OWER LEVEL : : 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 08560 - METAL CLAD WOOD WINDOW 04400 - MASONRY VENEER ASSEMBLIES F OUR TH i FOURTH . N : . THIRD LEVEI THIRD LEVEL _ NORTH 8205'- 6 1 /4" _SECOND LEVEL 8196' - 5 1 1Z- FIRST LE 8187' -7112" _ LOBBY L EVEL 8f 6" V _ LOWER L EVEL /� 8177' 8'' imml11rd 08560 - METAL CLAD WOOD WINDOWS AND DOORS 04400 - MASONRY VENEER ASSEMBLIES i . 26 i \ \ / i v (320 Q mlll® m ISSUE RECORD 01 P 02 P 1♦ 1♦ 1: r i MG -FE s 04 WM iNG ' 1• 1 f• P • 1 i' 1 • ' ADDENDA #2 RIDGE E LEV. 1 � ../ 8242'- 5" FOURTH LEVEL FOURTH N :_ 1 ■ . � - -- -- 8207'- 7 112" � THIRD LEVEL _ _NORTH _ 8205' - 6 114" SECOND LEVEL _ 8196'- 5 1/2' _ FIRST LEVEL 8187' 7 1 /2" _ LOBBY LEVEL /~1 8182'- LOWER LEVEL 8177' -$" FRITZLEN P I E R C E •i . i i • i s ' • i RIDGE E LEV. 1 � ../ 8242'- 5" FOURTH LEVEL FOURTH N :_ 1 ■ . � - -- -- 8207'- 7 112" � THIRD LEVEL _ _NORTH _ 8205' - 6 114" SECOND LEVEL _ 8196'- 5 1/2' _ FIRST LEVEL 8187' 7 1 /2" _ LOBBY LEVEL /~1 8182'- LOWER LEVEL 8177' -$" FRITZLEN P I E R C E ARCH ITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 uaiI architects. com Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS True Elevation 4 2 True Elevation 5 ' 3 True Elevation 6 A302 A302 `".° A302; , " -,° A302) 8 -, -° Wi _ ._ I 8242'- 5" RIDGE ELEV. 2 8237'- 11 " RIDGE ELEV. 3 8236'- 11 I P PROPOSED RETAINING WALL RE: GRADING PLAN CIP 0 0140 EXISTING -- CURB RAMPS I GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch = 10 ft. a PROPOSED RAISED CROSSWALK RE: DETAILS ADJUST WATER VALVE TO GRADE \�JIJ -IJ n414 �i • o • in N-1 IN (D 41 V E V) oo E Ld E "a E E Ld < 0- :z m -j C> — 0 -a m m :m I I Uji D V) V) ff N7 0 Line #/Curve # Length Bearing/Delta Radius L201 49.32 SO' 27' 45.86"W L202 22.27 ST 23' 00.23"W L203 71.50 S82' 36' 59.77"E L204 13.00 NT 23' 00.23 "E Jill L201 49.32 SO' 27' 45.86"W I L205 16.14 N7* 21' 43.89"E L206 8.54 N82' 38' 22.72"W L202 22.27 ST 23' 00,23"W L207 13.16 N7* 22' 55.26"E L203 71.50 S82' 36' 59.77"E L208 24.71 N82' 36' 59.77"W L209 11.45 N12* 43' 55.04"E L21 22.86 N83* 01' 22. "W CIP 0 0140 EXISTING -- CURB RAMPS I GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch = 10 ft. a PROPOSED RAISED CROSSWALK RE: DETAILS ADJUST WATER VALVE TO GRADE \�JIJ -IJ n414 �i • o • in N-1 IN (D 41 V E V) oo E Ld E "a E E Ld < 0- :z m -j C> — 0 -a m m :m I I Uji D V) V) ff N7 0 W M I Jill I IN DRAWN: RSH DESIGNED BY: RSH REVIEWED: LML PLC JOB#: 1614 DATE: 4/24/2009 mmwai m 00 " MAXIM 00 6" INV=82.1 RAILING TYPE 2% LANDING APPROX. 3' RE: ARCH RE: PLAN AT ENTRIES CONNECTION A TO WALL RE: STRUCTURAL WIDTH RE: STRUCTURAL _Y A PEAK LAND CIXISLAXANTS W. Y' ***SPILL CURB M IMUM 804744M FAX9706476MIS IMLMSMULOW VAH.008IW7 WERE PAVEMENT TE 2% NDING NOTE: ITA LICIZED 3C 00 SPOT ELEVATIONS MAXIMUM AT w K SLOPES AWAY FROM 2% LANDING WAY WALL WITH DUE DECIMAL CONN TIONS w AT ENTRIES DENOTE EXIS11NG z _j L ELEVA TIONS (TYPICAL) STORM V 0� LLI ROOF 87,63, 0- > _-S TO BE WITH a. F�8187.63, �� C� 84. 0 RI CAL 6" INV=85.38 a ���� ,, � 11 _ /� 84.8 87.62 " _`� !"'­­­,' PROPOSED 2x2' AREA INLET RIM=8188.1 0 +717-- 12 INV OUT=8185.15 mmi 6" BEND INV=85.20 OTE:",B= SPOT RE: DETAILS ELEVATIONS WITH � � �; DL&IMAL PLACES EXISTING GROUND WALL DEPTH, BASE A DENOTE -A END PROPOSED DESIGN, DRAINAGE 86 .2 'WALL-t 1� RETAINING, RE: STRUCTURAL ELEVATION (TYPICAL) RE: WALL _'Stbll'64 RE: STRUCTURAL EXISTING GROUND uj RE: ARCH ELEVATION 6" RISER (BW) WALL SECTION Kin RAILING NOT TO SCALE GRAPHIC SCALE 10 0 5 10 20 IN FEET I inch = 10 ft, NMI ��I 40 IN PROPOSED 6 SOLID : 2'X2' SDR 35 PVC ROOF PROPOSED 8" JOSAM AREA INLET REQUIRED TOP OF , N WALL=88.5 BATCH BASIN DRAIN PIPE RIM=87.59 BOTTOM- OF RIM=86.1 0 77.9 L.F. AT 1.0% W OUT=84.1 0 INV OUT=84.67 871 WALL=87.3 RE: DETAILS RE: DETAILS VERIFY ALL FENCE (57.0 LOCATIONS WITH 8$:35 TOP OF PROPOSED RETAINING 88.0 WALL=89.3 WALL BOTTOM OF RE: WALL SECTION LANDSCAPE PLANS WALL=87.5 RE: STRUCTURAL LILL RE: ARCH 12" HDPE Y 1; STEP TOP OF 94 LF 0 1.0% WALL= 90.0 87.55 -2 . >/ 6" TEE INV=84.76 _777 BOTTOM OF oNo\ WALL=87.5 Lr) 87 7 OF_ 89.62 6" IW,!=84.83 WA 88'5` GRADE DROPROPOS�D SUBDRAI A7 8.47 INV=86 EXPOSE WALL TO PROPERTY LINE x 877 F, AT 2:1 MAX. GRADE. 87 MAXIMUM FYPOqFD WAI-I ----------- ,, F .. . , � -__- - �� , . . ; , . _ _, � ,; � 0 0 wg Z2 a. 0 • w. 0 cl f r% MIMI lRAWN: RSH PESIGNED BY: RSF�- �kEVIEWED: LML PLC O; DATE: 4/24/2009 SHEET C3.1 �.i } 1 i }} } } PROPOSED 6" PVC SEWER SERVICE } PROPOSED 10 "X10 "X6" TEE INVERT =74.71 } AND 1 -6" GV &B } (SPACED FROM EXISTING TEE PER ERWSD REQUIREMENTS) } PROPOSED 6 ". PVC SEWER SERVICE CLEANOUT INVERT =74.11 UNLOCATED EXISTING SEWER''s.,, CLEANOUT (FROM 1969 ADDITION PLANS) PROPOSED 6" PVC SEWER SERVICE BASIS OF BEARINGS: ' 160.5 LF ®2.0% N 00'01'53" W ALONG THE EAST LINE OF THE NE 4 OF.,THE - .: -W X SECTION 8, TOWNSHIP 5 SOUTH, RANG 80 WEST OF (HE STH P.M. CONNECT TO 8" CLAY MAIN WITH FACTORY WYE \� (ERWSD APPROVED COUPLERS) ` i stnt�r uatr � J, 45` BEND PROPOSED 6" DIP WATER SERVICE 188.5 LF 7.5' COVER REQUIRED EXISTING RIM= 82.08 1 FIELD MEASURED H =12.4 �. (APPROX INV IN= 69.68) Il EXISTING 8" VCP SEWER MAIN 214.5 LF APPROX. 3.97. pa!' _ a �t ti 11.x_ a.` , > APPROX INV 8 VCP — = ?0,33 - y v SPRING LINE�70.66 w r r ` GROWN -71.00 v, f r tr' r"^Y SEWER SERVICE INV 6 PVC =7150 s. . °N OUTLET T OF S 7u „ SLAB= 77.67 � :. LAB 77 s r EXISTING 6" WATER MAIN (NOT LOCATED) ASSOCIATED VALVES REMOVE EXISTING 4" VCP (1.04%) (NOT LOCATED) CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) REMOVE EXISTING 2 WATER SERVICE (NOT LOCATED) CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) REMOVE EXISTING 4" VCP (NOT LOCATED) CAP AT MAIN PER ERWSD STANDARDS (FROM 1969 ADDITION PLANS) Jt 1 w " TOP OF SLAB =77.67 GAS �� — - r F .. .__ �'`�' ,. ' V ; t• ` ' UNLOCATED EXISTING J PROPOSED 6" DIP WATER SERVICE; } SEWER INVERT 3' BELOW 7.5 COVER REQUIRED }� BASEMENT LEVEL CROWN =73.5 } ° • -, (FROM 1969 ADDITION } } PLANS) } l.• .} ��Y'Y } C+ ° } Q� Q� } �} k r , `1 1 Q� `fir JI mmlow.—M t BASIS OF;ECF,,VAi16�1: 4 022 , ' RiM 1N . yN . `..� 6179:30' INV, dkl 617612' REMOVE EXISTING GAS METER t �1 4/l /// 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 #t. 80 UTILITY NOTES REPLACE WITH NEW GAS / METER / /` / f // -� ` RE: MECHANICAL 1. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. 2. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE EAGLE RIVER WATER AND SANITATION DISTRICT REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED, BY ERW &SD PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE SEWER AND WATER SYSTEM, 3. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS —BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK CIVIL ENGINEERING, INC. AND THE OWNER UPON COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 4. PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). IF ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION ARE FOUND, THE CONTRACTOR SHALL CONTACT PEAK LAND CONSULTANTS TO REVIEW. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER AND IS CONSIDERED PART OF THE WORK. 45' BEND -- BEND �/— EXISTING ELECTRIC SERVICE (NOT LOCATED) /" (FROM 1969 ADDITION PLANS) { r REMOVE EXISTING GAS METER MEAla '"" ! LE —` REVIEWED BY: THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL STANDARDS ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN. EAGLE RIVER WATER AND SANITATION DISTRICT BY: DATE: HOLY CROSS ENERGY BY: DATE: XCEL ENERGY BY: DATE: QWEST BY: DATE: COMCAST CABLE BY: DATE: E — ELECTRICA R ADJUST ELECTRIC SERVICE ' "` . _ _,�• y TO NEW ELECTRIC ROOM `4 ADJUST WATER VALVE TO GRADE 5. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS. 6. ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS. 7. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE —IN POINTS PRIOR TO CONSTRUCTION. 8. ALL WORK TO THE SHALLOW UTILITY SYSTEM SHALL BE PER EACH RESPECTIVE UTILITY COMPANIES SPECIFICATIONS. CONTACT EACH PERSPECTIVE UTILITY COMPANY TO REVIEW PLANS AND COORDINATE CONSTRUCTION BEFORE CONSTRUCTION BEGINS. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE A PRE — CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES 48 HOURS PRIOR TO ANY CONSTRUCTION. MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILITY COMPANY. 10, CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION. pa A SEWER & WATER (EAGLE RIVER WATER & SANITATION DISTRICT) — 970 - 476 -7480 B ELECTRIC (HOLY CROSS ENERGY) — JEFF VROOM 970 - 945 -5491 C TELEPHONE (QWEST) — SAM TOOLEY 970 - 468 -6860 D GAS (XCEL ENERGY) — KIT BOGERT 970- 262 -4024 E CABLE TV ( COMCAST) — JIM KOMISKI 970- 949 -1224 PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK LAND CONSULTANTS, INC. SO THAT LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. %! 60. . t• II� 0 . J�a Z2 1 C a. 0 w o o o .j • immmoommi DRA • DESIGNED REVIEWED: Llvll_l PLC O# i' 4/24/2009 REMOVE EXISTING GAS SERVICE Q� Q� Q� y Ld E ` ry E Ly.t ` °- > ° cu : 6 o m CL m DRA • DESIGNED REVIEWED: Llvll_l PLC O# i' 4/24/2009 REMOVE EXISTING GAS SERVICE ISSUE RECORD MINOR AMENDMENT OS /IO/01 W U Z 0 7 Ln w ( g 4 m z < 0 Lr) J w ;� O j Q >U w M <�o U �} Q Lf Q AR.+CH ITECTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch itects. com fax(970) 476 -4901 (970) 476 -6342 TREE REHOVAL PLAN m L I ON R r AR.+CH ITECTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch itects. com fax(970) 476 -4901 (970) 476 -6342 TREE REHOVAL PLAN m L I ON i r� i ' 1 z 1 f' II � A- k J r, k k` � � F I • O A- c . NEW POOL } fENCE r VAIL VALLEY DRIVE t a � y- I NTER5ECTION � 03 � N f Cp 51TE LINE 5 gal 31 -1� 3 2 -4" cal PROPOSED PLANTS LIST 3 Symbol Common Name Latin Name i 5 gal Colorado Blue 5pruce Picea pungen5 Baby Blue Eyes' LLJ 5 gal Colorado Blue 5pruce Picea pungenS '1loop5n' LU 0 Corkbark fir Abie5 la5locarpa 'glauca' } w Dwarf Alberta Spruce Picea glauca 'conica' 18 5 gal Quaking Aspen Populu5 tremuloide5 G2 5 gal Narrowleaf Cottonwood Populu5 anguetifolia a IJU U r 5 gal Cut Leaf Weeping Birch Betula pendula gracili5 o 1-- 8 flowering Crabapple Malu5 5pp to Thin Leaf Alder Alnu5 tenuifolia 1 � � Red 051er Dogwood Cornu5 5tolonifera .�. �} Mountain Mahogany Cercocarpu5 montanus t Dwarf Amur Maple TD.W,. ° ,51 ' -0" a t 1 (D Canadian Lilac T. W. o' � i �jjt T� I 0 Siberian Pea5hrub NEW , 0 Rock 5pirea UTILITY r : Q White Bud Mugo Pine f' Aft wo Mesa Verde Spruce 5HED 81 5 " -0" , Mountain 5nowberry T. .W. I w. Prairie 5agewort Artemi5ia ludovlciana (D 1 Berberl5 thunbergii 'Concorde' � 7 Tufted Halrgra5s De5champ5la cae5p1t05a r 0 Blue Oat Gra55 Hellctotrichon 5emperviren5 TURF EA. AR �\ EX5TI NG PAVERS TO REMAIN v EX15TI NG SWIMMING POOL i r . ELECTRICAL TRAN5I =OR7 R a rf � r E o a a 1 ASPHALT PAVING °� °f k 5NOW 5TORAE k k h - yV - J R R k ! k R 1 DRY -LAID SOUL C \ "R NTI t N'. TALL f 2' -0 HGT @ 15 EN , DECLINES TO MEET PROPO5ED DE - OPpO5ITE END t t!/ J cr �-� . o t • O � �4 t 1 <<. J I O� C� r4 1 \ t a � y- 11 � 03 � N f Cp 30 5 gal 31 -1� 3 2 -4" cal PROPOSED PLANTS LIST 3 Symbol Common Name Latin Name i 5 gal Colorado Blue 5pruce Picea pungen5 Baby Blue Eyes' LLJ 5 gal Colorado Blue 5pruce Picea pungenS '1loop5n' LU 0 Corkbark fir Abie5 la5locarpa 'glauca' } w Dwarf Alberta Spruce Picea glauca 'conica' 18 5 gal Quaking Aspen Populu5 tremuloide5 G2 5 gal Narrowleaf Cottonwood Populu5 anguetifolia a IJU U r 5 gal Cut Leaf Weeping Birch Betula pendula gracili5 o 1-- 8 flowering Crabapple Malu5 5pp to Thin Leaf Alder Alnu5 tenuifolia 0) Red 051er Dogwood Cornu5 5tolonifera .�. �} Mountain Mahogany Cercocarpu5 montanus Dwarf Amur Maple Acer ginnala 'Compacta' (D Canadian Lilac 5yringa x prestoniae oZ 0 Siberian Pea5hrub Caragana pygmaea T 0 Rock 5pirea Holodl5cu5 dumo5u5 Q White Bud Mugo Pine Pinu5 mugo 'White Bud' Aft wo Mesa Verde Spruce Picea pungen5 'Mesa Verde' Mountain 5nowberry 5ymphorlcarpo5 oreophilu5 { Prairie 5agewort Artemi5ia ludovlciana (D Concorde Red Barberry Berberl5 thunbergii 'Concorde' LU 0 Tufted Halrgra5s De5champ5la cae5p1t05a r 0 Blue Oat Gra55 Hellctotrichon 5emperviren5 Ground Cover Blue Grass Mix C� r4 1 \ 8186 185 ` r S Ul t Size a 18 -20' 11 12 -IG' 10 1 G -18' 30 5 gal 31 2 -4" cal 3 2 -4" cal 2 2 -4" cal 3 2 -4" cal 9 2 -4" cal i 5 gal l 5 gal 4 5 gal 11 5gal 30 5 gal 8186 185 ` r S Ul t Size a 18 -20' 11 12 -IG' 10 1 G -18' NEW fLAG5TONE WALKWAY Quantity Size 2 18 -20' 11 12 -IG' 10 1 G -18' 30 5 gal 31 2 -4" cal 3 2 -4" cal 2 2 -4" cal 3 2 -4" cal 9 2 -4" cal 19 5 gal 28 5 gal 4 5 gal 11 5gal 30 5 gal 30 5 gal 44 5 gal 5 5 gal 18 5 gal 21 5 gal G2 5 gal 30 5 gal 42 5 gal approx. 5000 sf 8183 V M � M W W N D D D Q0 r- 1 , 1 Q 1 Q r f I I J f` ,8178 i` ;8177 f � 1 r t� TRA51-1 1 ENCL05URP ; .f a r ' Q �, 8 176 t � , r' D 0) �d Q cfl REMAINING PLANTS LIST 0) 1 0 O Z r i 1 1102 Symbol Common Name Latin Name Quantity 51ze Colorado Blue 5pruce Picea pungenS 5 8 -1 2" cal Quaking Aspen Populu5 tremuloide5 13 G -18" cal IRRIGATION NOTES: ALL TREES AND SHRUBS WILL BE WATERED BY NEW AUTOMATIC DRIP IRRIGATION SYSTEM. ALL GROUND COVERS WILL BE WATERED BY NEW AUTOMATIC SPRAY SYSTEM. Scale in Feet 0 5 10 1 , = 10' l W,54 m rj W21 0 submittal: 1 9 /DEC /07 revisions: Per DEW, Revie 5N STORAGE X. t Evergreen Tree ` r r 1 z r 22 /JAN /08 f la Pavinc chap eS t 2G /APRIUOS r , relocate trees 30 /MAY /09 f g la Scale in Feet 0 5 10 1 , = 10' l W,54 m rj W21 0 submittal: 1 9 /DEC /07 revisions: Per DEW, Revie 24 /DEC /07 fg{a Evergreen Tree 51ze 5 22 /JAN /08 f la Pavinc chap eS 2G /APRIUOS f la relocate trees 30 /MAY /09 f g la view triangle mi l/ / , P 4 07 /JULY /09 f a 3' Shrub hgt/ 51 e line- 3 1 /J U LY /09 rel. 2 Spruce, 4 aspen OG /AUG /09 � � a 4 W H W a mi l/ / , P 4 a QQ� , 'a a O � h (D ;:� > `COU �UW a 0 o � .sa `� UC) Sao � c Viz® � � a 4 U a F 1 tsx N 0 w 0 w J .sa `� UC) Sao Viz® CU oh "J to 0) C7 a .�. l aW a a � � a 4 0 I • 0 0 9 • 1 /I 0 m N n m N N n rn N Si N - u k n rn 0 rn w 19' -O .................. . r r .► r s / Y / / • NN b -, q N n rn LNE \ 0 -- (J){ m N --_ �r N{ m FACTOR (J) c>a _ rn - 2.5 22.5 UNITS UNDER 2,000 SOFT 7 lJ Grim m bz� 2 0G) m 0 m r r m (f} 0 z U) PARKING REQUIREMENTS: m N --_ PARKING P r #UNITS FACTOR TOTAL UNITS OVER 2,000 SOFT 1 2.5 22.5 UNITS UNDER 2,000 SOFT 7 2 n REQU I RED z 5i ru p° 37 VALET (INCL. BLOCKED, <50%) 18 COMPACT SPACES ( <259o) 7 5NON STORAGE AREA = 10% OF TOTAL HEATED PARKING AREA O m -rni n :K ► rn> U)Q rn m K) C3 U)y 0X Dr � p rn-i Cj\rn 1 , �3 m� rn m r' rn 4 � O N t N D rn C 0 K N - a +� m 0 K m U o m to �0 r r m (f} 0 z U) PARKING REQUIREMENTS: m N PARKING P r #UNITS FACTOR TOTAL UNITS OVER 2,000 SOFT 1 2.5 22.5 UNITS UNDER 2,000 SOFT 7 2 14 REQU I RED z 5i PROPOSED m y 37 VALET (INCL. BLOCKED, <50%) 18 COMPACT SPACES ( <259o) 7 5NON STORAGE AREA = 10% OF TOTAL HEATED PARKING AREA TRUE NORTH FLAN NORTH n I • O O c� O rn O 0 11 M n rn > �p0 N m m N m N m tJl N m -: Z c9, V o, o -, rn O N CN C� rn rn �u r O - a m N P r C n m N X m y wn N{ �r 0 0 O m -rni n :K ► rn> U)Q rn U)y 0X Dr my p rn-i Cj\rn N �3 m� rn I • O O c� O rn O 0 11 M n rn > �p0 N m m N m N m tJl N m -: Z c9, V o, o -, rn O N CN C� rn rn �u r O - a ►7► > 9 o -, 4 o- -- PEG SUBMITTAL 10/21/01 BUILDING PERMIT SET 04/04/08 MINOR AMENDMENT 08/10lOa U Z 0 U- 7 w U') > w ; � y Croo > J o ft "rC >o w m O Q a. U > tp > O r CIO R m -i z r- Q) 0 P r C m ►7► > 9 o -, 4 o- -- PEG SUBMITTAL 10/21/01 BUILDING PERMIT SET 04/04/08 MINOR AMENDMENT 08/10lOa U Z 0 U- 7 w U') > w ; � y Croo > J o ft "rC >o w m O Q a. U > tp > O r CIO R P r ARCH ITECTS 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch itects.com fax(970) 476 -4901 (970) 476 -6342 SITE FLAN NEV DOC C F m 14 w � w /� A302 3 m w w \ �" ° ``__� w -_-. \ 4 9 � � � ~ � ~ � � � w w * w L�O NORTH .*'LAN NORTH Fit ~ � � m w w m m � LEGEND AREAS OF ADDITION /\ /\ FIRST LEVEL 8 ISSUE RECORD U PROGRESSSET PROGRESS SET PLAN CHECK COMMENTS ASI #1 1650 Vail Valley Dr. Fallridge C-1 Vail, CO81657 nai*ohteots.cnm i0704764901 p.(970476-6342 N o o il I M MOL 0 . w ARCHITECTS 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 08560 - METAL CLAD WOOD WINDOW 06410 - EXTERIOR WOODWORK - CORBEL 05720 - ORNAMENTAL METAL RAILING — I A T '64 401 P op W-0 RISON, 000000 7c I I 1k s - - - - - - - - - - - (3())l @5 3 338 1 340 1 \ , i j ' =JJ 1 1r7/ 20 (11 �3 1 .7 -------- 11491 3 M7 1 I I 0005 1 1 I 1 000, 1 L - - - - - - --J 09220 -STUCCO 04400 - MASONRY VENEER ASSEMBLIES 06410 - EXTERIOR WOODWORK - COLUMN I A402 A302 3 306 1( 205 B RIDGE ELEV. 1 82421- 511 RIDGE EL EV. 2 8237 - 11'" RIDGE ELEV. 3 8236�_ �1� FOURTH LEVEL t: 8220'- 7 1/2� FOURTH LEVEL NORTH 8218'- 6 1/4 A301 I 06410 - EXTERIOR WOODWORK - CORBEL 08560 - METAL CLAD WOOD WINDOWS AND DOORS 07466 - FIBER CEMENT SIDING :7 05720 - ORNAMENTAL METAL RAILING THIRD LEVEL 8207'- 7 1/2" THIRD LEVEL NORTH 8205'- 6 1/4" 07315 - SYNTHETIC SHAKES SECOND LEVEL 8196'- 5 1/2 8187' -7 1/2° LOBBY LEVEL 8182'- 6" LOWER LEVEL 8177'- A305 'Pori 11A < a RIDGE ELEV. 1 RIDGE ELEV. 3 — — I - M_� 8236 11 FOURTH LEVEL NORTH _$�2_18'-_6 104 THIRD LEVEL 8205'- 6 1/4" LEVEL j LOBBY LEVEL 8182'- 6 LOWER LEVEL 8177' 8 07315 - SYNTHETIC SHAKES 09220 - STUCCO 06410 - EXTERIOR WOODWORK - CORBEL 05720 - ORNAMENTAL METAL RAILING I VENEER ASSEMBLIES mmwr 8 ii -F RIDGE ELEV, 3 8236'- 11 " FOURTH LEVEL NORTH 8218'- it a mmmff•��1111 11IMMIL-3 �� 8187'- LOBBY LEVEL 8182_�-�� 01.23.08 PROGRESS SET 02.20.08 PROGRESS SET 1 04.04.08 BUILDING PERMIT 1 04.24.09 BUILDING PERMIT 1 �06.10.09 1 ,PLAN CHECK �COMMENTS 07.09.09 ADDENDA#2 ARCHITECTS 1 650 E Vail Valley Dr. FaIlridge C-1 Vail, CO 81657 vailarchitecLs.com Q970) 476-4901 p.(970) 476-6342 TRUE I ELEVATIONS • • • • • ARCHITECTS 1 650 E Vail Valley Dr. FaIlridge C-1 Vail, CO 81657 vailarchitecLs.com Q970) 476-4901 p.(970) 476-6342 TRUE I ELEVATIONS TTTT A301 1 f 05 A302 II111 A303 1 07466 - FIBER CEMENT SIDING — -- 06410 - EXTERIOR WOODWORK - CORBEL 07315 - SYNTHETIC SHAKES E 1 A403 t NEW OPEN ARCHWAY INTO COVERED PATIO 8218' -6f/4 /4" D5 3 2 3 4 d3! THIRD LEVEL 8207' - 7 1 /2 THIRD LEVEL NORTH 8205'- 6 1/4 210 1 4 , 5 SECOND LEVEL 8196'- 5 1/2" 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING — 1 i1mllsmill's 09220 - STUCCO 05720 - ORNAMENTAL METAL RAILING 08560 - METAL CLAD WOOD WINDOWS AND DOORS 04400 - MASONRY VENEER ASSEMBLIES — 08560 - METAL CLAD WOOD WINDOW 04400 - MASONRY VENEER ASSEMBLIES FOURTH LEVEL - LEVEL N THI 8218' 6 LEVEI THIRD LEVEL NORTH 8205' - 6 _SECOND LEVEL 8196'- 5 1%2" F _T_.._ 8 1 8 7'- LO BB Y LEVEL • • • • • • • LEVEL • DA305 � 305 vv:JVv - IYIC It"%L VL/'1t! VYtJVtJ VVIIIJU VVa7 fiva1 tJVVI1a7 04400 - MASONRY VENEER ASSEMBLIES • r RIDG E LEV. 3 - 8236' - F OUR TH -- N OR TH •r 8207 Y THIRD LEVEL NORTH u li SECOND LEVEL - 8196' r ` 7i w t • • LO • • • L OWER LEVEL • 01 PROGR . 02 " ,'P SET 14 i4 1: BUIL 1 04 . 24 . 09 BUIL 1• 1 1` F L A N 'C 1 i• !• ADDENDA# ARCHITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch itects.com Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS True Elevation 4 True n O2) Elevation 5 3 ,True Elevation 6 _ A302 A302) �, A � A302) RIDGE ELEV. 1 • M R • �► 'ill RI 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 06410 - EXTERIOR WOODWORK - CORBEL 09220 - STUCCO P I E R i • • ARCHITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch itects.com Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS True Elevation 4 True n O2) Elevation 5 3 ,True Elevation 6 _ A302 A302) �, A � A302) RIDGE ELEV. 1 • M R • �► 'ill RI 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 06410 - EXTERIOR WOODWORK - CORBEL 09220 - STUCCO P I E R ARCHITECTS 1650 E Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vai larch itects.com Q970) 476 -4901 p.(970) 476 -6342 TRUE ELEVATIONS True Elevation 4 True n O2) Elevation 5 3 ,True Elevation 6 _ A302 A302) �, A � A302) RIDGE ELEV. 1 • M R • �► 'ill RI 07315 - SYNTHETIC SHAKES 07466 - FIBER CEMENT SIDING 05720 - ORNAMENTAL METAL RAILING 06410 - EXTERIOR WOODWORK - CORBEL 09220 - STUCCO