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Home My WebLink AboutDRB150139 Approved PlansAPPLICANT: RANDY AND KIM DIETRICH 5020 MAIN GORE PLACE, LOT L1 VAIL, CO 81657 ARCHITECT AND PLANNER: THE MULHERN GROUP, LTD. 1730 BLAKE STREET SUITE 435 DENVER, CO 80202 PH: 303-297-3334 FX: 303-292-2601 MIKE MULHERN STRUCTURAL ENGINEER: EWING ENGINEERING, INC. P.O. BOX 2526 VAIL, CO 81658 PH: 970-949-5153 FX: 970-949-5153 ALBERT EWING SOIL ENGINEER: HEPWORTH-PAWLAK GEOTECHNICAL, INC. 240 ANNIE ROAD | P.O. BOX DRAWER 1887 SILVERTHORNE, COLORADO 80498 PH: 970-468-1989 FX: 970-468-5891 CHAD M. BRINGLE GENERAL CONTRACTOR: WADEL DEVELOPMENT LLC P.O. BOX 145 EAGLE, COLORADO 81631 PH: 970-390-7484 WARREN LAWRENCE SURVEYOR: EAGLE VALLEY SURVEYING, INC. 41199 HIGHWAY 6 & 24, EAGLE-VAIL P.O. BOX 1230 EDWARDS, COLORADO 81632 PH: 303-949-1406 PROJECT DIRECTORY VICINITY MAP A0.01 COVER SHEET A0.11 SURVEY A1.01 SITE PLAN - PROPOSED A1.11 DECK PLAN A2.01 ELEVATIONS A3.01 SECTIONS A4.01 DETAILS A4.02 DETAILS SHEET INDEX DIETRICH RESIDENCE 502 MAIN GORE PLACE, LOT L1 VAIL, COLORADO 81657 EXTERIOR ALTERATION: A. EXISTING BACK DECK RE-DECKING AND PARTIAL DEMOLITION AND NEW DECK CONSTRUCTION TO ONE SIDE OF A DUPLEX FACING GORE CREEK; B. INSTALLATION OF LARGER SLIDING GLASS DOORS AND WINDOWS. A-0.01 DESIGN REVIEW ADMINISTRATIVE APPROVAL By jspence at 8:00 am, Jun 15, 2015 NORTHSCALE: 1" = 10'-0" EXISTING DECK TO BE DEMOLISHED EXISTING NEIGHBORING DECK EXISTING ATTACHED NEIGHBORING RESIDENCE EXISTING ENCLOSED BOILER FOR HOT TUB: TO BE REMOVED FLOWER BED RAISED PLANTER 40' SETBACK LINE FROM CENTERLINE OF GORE &5((.²'(&.$//2:('72(;7(1'8372 PAST THE 50' SETBACK LINE IF IT IS A DECK THAT DOES NOT EXCEED 5'-0" IN HEIGHT (14-10-4:B) EXISTING 18"x26" GAS METER EXISTING ELECTRICAL CABINET NEW REDWOOD DECK (@ 3'-0" FINISH FLOOR ABOVE GRADE) CULTURED RIVER ROCK-CLAD WALLS (@5'-0" ABOVE GRADE) WITH WROUGHT IRON RAILING (@6'-0" ABOVE GRADE) CULTURED RIVER ROCK-CLAD WALL (@2'-6" ABOVE GRADE) FOR RAISED PLANTER TO ELIMINATED NEED FOR RAILING NOTES: SEE SHEET A-1.11 (DECK PLAN) FOR ALL PROPOSED DIMENSIONS. GROSS SQUARE FOOTAGE: DECK:1255 S.F. STORAGE:45 S.F. STEPS:95 S.F. SUBTOTAL: 1395 S.F. PLANTER: 160 S.F. TOTAL:1555 S.F. A-1.01 NORTHSCALE: 1 4" = 1'-0" 2'x2' PLANTERS ON DECK EXISTING ELECTRICAL BOX NEW GAS FIRE PIT WITH STONE SURROUND ON DECKING OUTDOOR LIVING AREA EXISTING BOILER [ENCLOSED] FOR HOT TUB (TO BE REMOVED) 4" PRECAST CONCRETE PM CULTURED RIVER ROCK-CLAD WALL (@2'-0" ABOVE DECK) EGRESS STAIRS 4" PRECAST CONCRETE OR CAST STONE CAP 12" WROUGHT IRON RAILING (@3'-0" ABOVE DECK) ON PRECAST CONCRETE OR CAST STONE CAP REDWOOD FASCIA AT DECK DASH LINE INDICATED EXTENT OF EXISTING DECK (TO BE DEMOLISHED) 36" WROUGHT IRON RAILING ON REDWOOD DECK (@3'-0" ABOVE DECK) REDWOOD DECK (@ 3'-0" ABOVE GRADE) D N DN WROUGHT IRON RAILING (@ 3'-0" ABOVE DECKING) REDWOOD FASCIA AT DECK, WITH OPENING FOR UNDER-DECK ACCESS STAIRS: REDWOOD DECKING 36" WROUGHT IRON RAILING ON REDWOOD DECK (@3'-0" ABOVE DECK) REDWOOD FASCIA AT DECK 4" PRECAST CONCRETE OR CAST STONE CAP (@2'-0" ABOVE DECK) CULTURED RIVER ROCK-CLAD WALL 12" WROUGHT IRON RAILING (@3'-0" ABOVE DECK) ON CAP 8'x11' HOT TUB FOR 6-8 PEOPLE STORAGE WALLS ON DECKING ON CRIB WALL UNDER DECK: EXISTING DECKING TO BE REPLACED WITH REDWOOD DECKING, WITH NO STRUCTURAL CHANGES REDWOOD FASCIA AT DECKING 4" PRECAST CONCRETE OR CAST STONE CAP (@ 2'-6" ABOVE GRADE) ON CULTURED RIVER ROCK-CLAD WALL EXISTING 18"x26" GAS METER REDWOOD DECKING (@3'-0" ABOVE GRADE) WINDOWS AND DOORS TO BE REPLACED AND ENLARGED WINDOWS AND DOORS TO BE REPLACED AND ENLARGED A-1.11 GRADE EL=100'-0" T.O. PLANTER EL=102'-6" DECK F.F. EL=103'-0" T.O. BED EL=100'-6" T.O. WALL EL=105'-0" T.O. RAIL EL=106'-0" GRADE EL=100'-0" T.O. PLANTER EL=102'-6" DECK F.F. EL=103'-0" T.O. BED EL=100'-6" T.O. WALL EL=105'-0" T.O. RAIL EL=106'-0" GRADE EL=100'-0" T.O. PLANTER EL=102'-6" DECK F.F. EL=103'-0" T.O. BED EL=100'-6" T.O. WALL EL=105'-0" T.O. RAIL EL=106'-0" NORTHWEST ELEVATION (VIEW FROM NEIGHBORING DECK) SCALE: 3 8"=1'-0" SOUTHWEST ELEVATION (VIEW FROM GORE CREEK) SCALE: 3 8"=1'-0" SOUTHEAST ELEVATION (VIEW FROM GORE CREEK) SCALE: 3 8"=1'-0" 4" PRECAST CONCRETE OR CAST STONE CAP CULTURED RIVER ROCK CLADDING WROUGHT IRON RAILING REDWOOD DECKING REDWOOD SIDING 4" CONCRETE EDGING AT FLOWER BED 4" PRECAST CONCRETE OR CAST STONE CAP CULTURED RIVER ROCK CLADDING WROUGHT IRON RAILING 4" CONCRETE EDGING AT FLOWER BED PLANTER WALL CULTURED RIVER ROCK CLADDING 4" PRECAST CONCRETE OR CAST STONE CAP PLANTER WALL CULTURED RIVER ROCK CLADDING 4" PRECAST CONCRETE OR CAST STONE CAP WROUGHT IRON RAILING REDWOOD DECKING REDWOOD SIDING 4" CONCRETE EDGING AT FLOWER BED WROUGHT IRON RAILING 8'x11' HOT TUB 2 A2.01 3 A2.01 1 A2.01 SCALE: 3 8" = 1'-0"A-2.01 GRADE EL=100'-0" T.O. PLANTER EL=102'-6" DECK F.F. EL=103'-0" T.O. BED EL=100'-6" T.O. WALL EL=105'-0" T.O. RAIL EL=106'-0" GRADE EL=100'-0" T.O. PLANTER EL=102'-6" DECK F.F. EL=103'-0" T.O. WALL EL=105'-0" T.O. RAIL EL=106'-0" T.O. PLINTH EL=100'-6" SECTION THROUGH OUTDOOR LIVING AREA SCALE: 3 8"=1'-0" SECTION THROUGH OUTDOOR DINING AREA SCALE: 3 8"=1'-0" 2 A3.01 1 A3.01 WROUGHT IRON RAILING REDWOOD DECKING REDWOOD SIDING 4" PRECAST CONCRETE CAP CULTURED RIVER ROCK CLADDING WROUGHT IRON RAILINGREDWOOD DECKING CULTURED RIVER ROCK CLADDING 4" PRECAST CONCRETE A-3.01 DETAIL SCALE: 1 2"=1'-0" 1 A4.01 A-4.01DETAIL SCALE: 1 2"=1'-0" 2 A4.01 DETAIL SCALE: 1 2"=1'-0" 3 A4.01 DETAIL SCALE: 1 2"=1'-0" 4 A4.01 DETAIL SCALE: 1 2"=1'-0" 5 A4.01 DETAIL SCALE: 1 2"=1'-0" 4 A4.01 A-4.02DETAIL SCALE: 1 2"=1'-0" 2 A4.01 DETAIL SCALE: 1 2"=1'-0" 3 A4.01 DETAIL SCALE: 1 2"=1'-0" 4 A4.01 DETAIL SCALE: 1 2"=1'-0" 5 A4.01 Applicant submitted updated survey demonstrating the current location of the 50 foot waterbody setback based on the centerline of the creek. The creek has migrated to the south over time resulting in a greater portion of the lot not being impacted by the stream setback.