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HomeMy WebLinkAboutDRB140189 Plans Conceptual103 ROCKLEDGE ROAD. r• • a i'♦ i ' -r r• r + 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE i t i r ♦ r AREAS. • •' # • ' • ' i r • r 5. PROVIDE ALL a • BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS TOILET INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, ACCESSORIES, Y, COUNTERTOPS, • RODS AND FALSE BEAMS. i. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR \LtllJDOU,l TYPES. i • • ' ! a ♦ • a ♦ � r r ' • •.•i ♦ r ♦ i t . ♦ • +rr • r + •- r+ r i • r ♦ •i •' • ' • • a / i • wi• a r • • ♦ r t wr• •r r 1.014w.Al 0 11#71.11 • t l Ed R 101 - • 0T.11 WOU61 r #• ♦ t r i i i t r! ♦! i � • r ! • r r r♦ a r • • a • # • - • GENERAL 12. THE • •+ •• SHALL VERIFY ALL ' +i AND SCALE OUT THE BUILDING •# i i • i • i ♦ r ARCHITECT j. w.• t PRIOR • BEGINNING ,. t. _. • r a r s • � • WRITTEN 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S APPROVAL. 15. IT IS THE INTENT AND MEANING OF DOCUMENTS THAT GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THA RECOGNIZED ♦ i..r OF r • 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS • UT CREATING EASEMENTS. ! ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION ILIP&CTS TO THE SITE. f . t • . t • r t • r r • a r a ar • ♦ a • • ••• a a. • •r • r # ♦ a • 1 r• ♦ • r •Ma a : ' a r • : r • r r� r ♦ r a• 1 a • r a• ♦ • r •�► : - + r •: i • r -: r t r l i • • • i• • a • r r t r t i ♦ r ♦• r a •! ♦ • t r r w♦ r t r �r F 1 ZONING: SINGLE FAMILY RESIDENTIAL. • •a 1 a • a • :: ARCHITECTS 710 W. LIONSHEAD CIRCLE, • VAIL, CO 81657 PH: 970.477.2990 CONTACTS: KYLE WEB B/ • r t s FORD w♦ # rt�Ti�i +� :i PH: CONTACT: WAIL r .• .- CERES PLUS PO BOX 2134 EAGLE, CO 81631 PH: 970.949.3286 CONTACTS: SCOTT CONCEPTUAL 05.22. 1 t- -- 0101 EXISTING SURVEY 1 i .• ♦ r a w • ♦ t I�rlJ • ♦ Al 01 FLOOR PLAN Al 02 FLOOR PLAN ♦ i r PLAN A201 ♦ ! A202 ELEVATIONS + � : r • • ind •' • ui 0 ui 0 wE 0 J 0 o�'' �' C) No. Description Date .rte r��rt�b ate; ui 0 ui 0 0 J 0 o�'' �' C) No. Description Date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ote #1 on plat recorded at Reception No. 722440: No buildings as defined by the Town of Vail zoning regulations shall be constructed on those portions of Lots 2 through 13B lying south of the North line of Lot 2, Raether Minor Sub. Maintenance of existing improvements on said parcels shall be permitted. Development rights (including but not limited to gross residential floor area, site coverage and setbacks) shall be computed by the Town of Vail based upon the total lot area and new lot boundaries, notwithstanding said building restrictions. SURVEYOR'S CERTIFICATE 1, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. DECIDUOUS TREE WITH 0.5' DIA TRUNK DECIDUOUS TREE WITH 0.7' DIA TRUNK EVERGREEN WITH 0.3' DIA TRUNK EVERGREEN WITH 0.5' DIA TRUNK EVERGREEN WITH 0.7' DIA TRUNK EVERGREEN WITH 1.0' DIA TRUNK 41199 HIGHWAY 6 & 24, EAGLE —VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 EVERGREEN WITH TRUNK DIA >1.0' 0 SEWER MH 1120 BASIS OF ELEV. INV EL= 8239.9 MEAS. RIM = 8245.9 (5 ) DECK ' l 1 t : CONC. DECK BUILDING f OVERHANG 1 / 20' j 1 i MECH. BELOW 1 i f� 7 1 1 , BUILDING OUTLINE / 5.0' BUILDING OVERHANG l j � 1 UTILITY ENCLOSURE t l I ffi f1 O.a' J f t � 10.0'/ 1 EDGE OF LANDSCAPING j r � NORTH LINE LOT 2, R ASPHALT DRIVE, INGRESS /EGRESS & UTILITY EASEMENT CONTINUES TO ROCKLEDGE ROAD R.O.W. 8280 --- ennRrcc gTnm X CL 15' INGRESS EGRESS & UTILITY EASEMENT = 33'21'05" RECEPTION NO. 725778 d R =186.85' L =108.76' x 83.3 C LEN = 107.23' 83.6x BRG =S 84'18'49" W ELEC. TRANSFORMERS 6�= 0435'18" PORTION OF "EXISTING 20' OVERHEAD ELECTRIC EASEMENT" NOT ON R= 186.85' x82,s Q =01 1'07" (SCADEDEON Y / HATCHEDT AREA)PTION N0. 722440. 7' C LEN =14.96' R= 245.85' BRG =S 65'20'37" W L =30.83' T= 15.44' C LEN = 30.81' BRG =S 65'25'06" W KNORM 1 �f PREVIOUSLY FOUND REBAR W/ 1 1/2- ALUMINUM CAP LS# 30116 ,r (TYPICAL) ELECTRIC METERS FOUNW REBAR W/ 2" ALUMINUM CAP LS# 18478 8280 PORTION OF "EXISTING 20' OVERHEAD ELECTRIC EASEMENT" NOT DIMENSIONED ON PLAT. RECEPTION NO. 722440. (SCALED ONLY / HATCHED AREA) i • 0 7777rw... A=33"21'05' R=186,85" L=108.76** C LEN=107.23' BRG=S 84*18'*49' W A#m SEWER MH 1120 BASIS OF ELEV. INV EL= 8239'9 MEAS. RIM = 8245.9 & a4' M.�� vey PREVIOUSI-Y FOUND REBAR W/ 1 1/2-* ALUMINUM CAP LS# 30116 <TYPICAL) �wA$.MAITW &AWI&.4414. 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