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Home My WebLink AboutB04-0190 Plansrll� -F,v Room /Y1 0 I f1m I r 9ELoW F- MAIN LEVEL k( UPPER LEVEL x� t5C, Is C. y BATH a I e)(:OROOA) 2 The NOVA DESIGN / DEVELOPERS David L. Irwin Owner Post Office Box 3342 Vail, Colorado 81658 Office 970476-7101 Cell 970-390-0931 Fax 970476-3334 CLO, 5TUD IAN 13 A MAW Lmvel- S/F t S'rE R. S u trf- F PErk LE V EL TO 'i� F 6 2 2, LowEfk LEV EL - 7 - 7. 46' LO N)ECHAVtCAL STORAGE 5/F 06C+, G A kA C. I- REc MEcHAMiCAL Room 7Wo CAR GARAGE EXISTING FLOOR PLANS 7 5 C. up— LOWER 4 GAr' LEVELS sc' Yd 1 ', 0 1 , ION lin ' ~� lqqq I& 7938.8 '- ' . � 41199 HIGHWAY 6 24. EAGLE \ P.O. BOX 1230 EDWARDS, CO. 81632 LOT 1 �� RA S U B D I V I S I O N NOTES: � 1) DATE OF SURVEY: 5/15/0 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE [V]D[mC[' OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3> NOTICE' ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY VlTolN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EV[NT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY DE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON, 4) BASIS OF ELEVATION: TOWN OF VAlL SEWER AS BUlLTC 5) BASIS OF PROPERTY LINE LOCATION: EASTERLY PROPERTY LINE FOR LOT 45 BETWEEN MONUMENTS AS SHOWN HEREON. 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN' HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY, A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7> INDICATES CONlFlRDUS TREE AND TRUNK DIAMETER. SURVEYOR'S CERTIFICATE l' 3ton Hogfeidt. u Professional Land Surveyor registered under the laws of the Stute of Coiorodo, do hereby certify that this topographic survey was node by re and under my supervision, and that the survey is accurate and correct to the hest of my knowledge. Stan HQ �e Qute' %7 h _.(Lt C C) 7938. 8, `trio ,. LOT 44 LANDSCAPE PLAN KEY BOTANICAL NAME COMMON. NAME SIZE UNIT NOTES QTY TREES HIGHLAND MEADOWS FILING NCI, 2 r � i■rw 1 M M W!11 F _— N — - Vi = °:z i -F bc 411 HIGHWAY 6 & 24. EAGLE-VAIL P.O. BOX 1230 EDWARDS, 0. P`I' Populus tremuloides Aspen 2.5 cal B &B 3 (30% multi stem) 2.5 - 3'cal B &B 3 SHRUBS AA- Amelanchier ainifolia Serviceberry 5 gal 5'oc 3 CA Cotoneagster acutifolia Peking Cotoneaster 5 gal 41 o 2 JBC Juniperus Effusa Effusa Juniper 5 gal 4 8 PFK Potetilla kathryn Dykes Potentilla 5 gal 3' - 4'c 10 RA Ribes alpina Alpine Current 5 gal 4 5 ALL DISTURBED AREAS SEEDED WITH NATIVE GRASSES NOTE: LOW T4 MED. IRRIGATION & MAINT. LIMITS: ALL IRRIGATED & MOWN LAWNS CONTAINED BY STEEL. EDGING. HIGHER LEVEL OF LANDSCAPE MAINT. OCCURS WITHIN SAME ZONE PARTIAL TOPOGRAPHIC SURVEY LOT 45 VAIL VILLAGE WEST, FILING NO. 2 TOWN ❑F VAIL, EAGLE COUNTY, COLORADO JOB No. 6 I CURB AND GUTTER �Q C i R =287. 40' A =17' 20' 06' L. =86. 95' T =43, 81' - FND MONUMENT 1 112' ALUMINUM CAP LS #26598 / S - � WE R MANHOLE LOT 1 STRAUSS SUBDIVISION NOTES: 1) DATE OF SURVEY: 5/15/01 2) SURVEYOR HAS MADE NO INVESTIGATION 00 INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE= ANY LEGAL - ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: TOWN OF VAIL SEWER AS BUILTS 5) BASIS OF PROPERTY LINE LOCATION: EASTERLY PROPERTY LINE FOR LOT 45 BETWEEN MONUMENTS AS SHOWN HEREON. 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7). INDICATES CONIFIROUS TREE AND TRUNK DIAMETER. E ofessionat Land Surveyor registered under the lows of the Stot,e Colorado, do hereby certify that this topographic survey was r,ade by rye and under my supervision, and that the survey is occurote and correct to the best of my knowledge. Stan Hggre ColoraQFo \ % FN MONUMENT L r ALUMINUM CAP - ACRD'S ,'` 2659 Date:- - ' 19 " - - - y .10 PHONE PEDISTAL WATER VALVE NFUJ 0-10(;r - 7 Ci - 7 (-, 3' REVISIONS 1111 The EA W. IS EXISTING ELEVATIOiN SOUTH sc. Upj'�EJ'Z i-GUEL - 766 - 7,6 U) (ZI 0 C.IE - 7 "1 (b 5, flli A I ki L E V E L 7 q 4' INF DESIGN / DEVELOPERS David L. Irwin Owner Post Office Box 3342 Vail, Colorado 81658 Office 970476-7101 Cell 970-390-0931 Fax 970476-3334 wa � ; ��o ~�o �zN *4 0 DRAWN CHECKED DATE SCALE JOB NO. SHEET OF SHEETS S C. VY C J Sc. %a -1 '•o" m t u z- -� � �,"t- "7 u bco .......... DRAWN CHECKED DATE SCALE JOB NO. SHEET. OF SHEETS 0 IDIt4(NC> D N Tv Room K ITCH C N mi vQ LIVING 6ATH ?- I BC-OROOft) a go= 0 EXISTING FLOOR PLANS 5C. 0- g - of � I Z� LEVEL 111 aAA i';v' 4 Al it (D IOWER 4 GARARE LEVELS sc. yo u The NOVA T 1C-X GROUP DESIGN / DEVELOPERS David L. Irwin Owner Post Office Box 3342 Vail, Colorado 81658 Office 970-476 -7101 Cell 970-390-0931 Fax 970476-3334 � MI 2 4 (1 1 U FLOOR FRAME sac, V4 11 %))I � �u ROOF FRAME sc_ Y4 U = I10 II I fzcor— U) METArL TO 'S IF (T TuppFIL L. - 7q MAIN L ST01AGf (4' H ( WT. ) 7Q AL L,0 IV I-- 1Z L - 794 V. F GAPLAGE 1 .1 rl IV-- SECT[ON A o 7443'. 4' 12" expansion material Q " dia. A.B. @ 4' o.c. 5" slab 00 4" gravel > I-Iff '__� 0 G PKU E L 2, #5 cont. too & bot. #4 @ 24" o.c. 4" 4" r W to �aa 6 0- 0 91 ""'GARAGE #4 @ 24 "' ��w General Notes 6 ' L 8 2 #5 cont. H � 4" 8" 4' Section A REVISIONS The NOVA GROUP DESIGN / DEVELOPERS David L. Irwin Owner Post Office Box 3342 Vail, Colorado 81658 Office 970476-7101 Cell 970-390-0931 Fax 970476-3334 G PKU E L r W �aa ""'GARAGE Aa ��w General Notes 1/2" dia. A.B. @ 4' o.c. ' A_ H � C) X X This structure has been designed to meet the requirements of the 1997 Uniform Building Code with 2 45 cont. top bot. d ' 4 9 amendments as adapted by the Town of Vail. O 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 6 General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for the EY-CA\JATE "i-o T 0 Lo Means methods, techniques, sequences and procedures associated with this project. Furthermore, he shall 0 be responsible for coordination of all work and materials including those furnished by the subcontractors. • The Structural Engineer shall be contacted during the construction phase to make the job site inspections -21 necessary to confirm that the actual field conditions are consistent with the design assumptions and that the 94 @ 16" o.c. 11 w. --7c(5 1 '0 construction is proceeding according to the plans and sptecifications. If the interrupted spread footing Varies condition is determined to be necessary by the Soils Engineer, contact the Structural Engineer for spacing. — — — — ,• — — — — — — — — — Live Loads Used In Design: — — — -- - 4 #4 Roof 80 psf Floors 40 psf 1/2" exp. material • 1 - 00 ER 1 1 Decks 125 psf Earthquake - Zone I UBC 18 16 "o. c. F Wind 80 mphExposure B 5 " slab '*ttab 4-" The foundation design for this residence is based upon Soils and Foundation Investigation #9683 - T. 0, F - 7 0 1 4 0. 0 prepared by LKP Engineering on The Soils Engineer shall be F, 1" contracted during excavat ion to inspect the site and confirm that conditions are consistent with this", 11 Investigation. The General Contractor should review the Soils Engineer's report and follow its 2 #5 cont.—! recommendations for excavation, backfilling, grading and drainage systems. 4" dia. perforated PVC drain in 11' x 1' gravel Ot Specifications Section e &filter fabric to daylt. FOUNDATION framing lumber to be #2 Hem-fir or better. All exterior wall to be framed of 2x6 studs at No Scale All micro=lam's to beinan4actured by Trus Joist MacMillan and conform to the allowable s U '71 O ` - r,o.Lv. - 7�0'4" 4 '0 requirements for a 1 314" 2 Micro- LVL.(Fs- All TJI joists to be manufactured by Trus Joist MacMillan. All Glue-lam beams to conform to the allowable stress requirements for a F24 -V4 combination beam. All connection hardware to be by The Simpson Company. 0,2 X to RF_A06k All roof decking to be 518" C-C Ext-APA 32/16 plywood. Nail with 10 d @ 6" a.c. at panel edges and 12" o.c. in the field. All floor decking to be 314" C-D Int-APA 42/20 T & G plywood. G lue sheathing to joists with PL400 and 7Ci 17 - I' fu 0 F 7 "1 - 7 6'1 nail with 10d @ 6" o.c, at panel edges and 12" o.c. in the field. All wall sheathing to be 112" oriented shwd board. Nail with 8d @ 6�'* o.c. at panel edges and @ 12" o.c. Y- 12 R"s " o 0 0 in the field. All concrete to attain a compressive strength of 3000 psi hi - A t�Yh- 2 G, L, All #4 and #5 reinforcing bars to be Grade 60. All bars #6 and larger to be Grade 60. - 7Q - 7 - 7 T0 4 All steel beams shall conform to ASTM A36, specifications. R • 111' I rl All steel bolts shall conform to ASTM A307 specifications. BDRM. 4 REVISIONS The NOVA GROUP DESIGN / DEVELOPERS David L. Irwin Owner Post Office Box 3342 Vail, Colorado 81658 Office 970476-7101 Cell 970-390-0931 Fax 970476-3334 r /1 Dl�� I Alatle WN z l . 77 ". , CHECKED (g 2001 DATE 7/26/0.4 SCALE ref 1 4 . 0 JOB NO. 501 SHEET 7 OF SHEETS r W �aa Aa ��w H � O r /1 Dl�� I Alatle WN z l . 77 ". , CHECKED (g 2001 DATE 7/26/0.4 SCALE ref 1 4 . 0 JOB NO. 501 SHEET 7 OF SHEETS