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HomeMy WebLinkAboutBighorn 5th Addition Block 5 Lot 18.PDF ZONE CHECK FOR Single Family Residence, Duplex, Primary/Secondary ZONE DISTRICTS DATE: S L S /2 LEGAL DESCRIPTION: Lot Block Subdivision ADDRESS: OWNER PHONE ARCHITECT PHONE ZONE DISTRICT - PROPOSED USE LOT SIZE b BUILDABLE LOT AREP, ,¢ - AO ,e�`,� ,�,�,�,, /�,,! ,, Allowed Existing Proposed Total Height (30) (33) Kin chwu�c Total GRFA �/5�� 1 + , / `J Primary GRFA Z709 + 425 = 30A/ _ -- Secondary GRFA /4"6 + 425 =_Z Z� /80Z_ Os2 +Zs� Setbacks Front 2012AI81 � Sides 15 , or / oL Rear 15 , Site Coverage 2-0% 4/s5 Landscaping ©L Retaining Wall Heights 31 /6 , o� Parking __LRegrd Encl Garage Credit (300) (600) (900) (1200) Drive: Permitted Slope r Proposed Slope 5'%_ Complies with T.O.V. Lighting Ordinance Yes No O� Water Course Setback-- (30) (50) Do Finish Grades Exceed 2 : 1 (50%) YES Environmental/Hazards : 1) Flood Plain cs� 2) Percent Slope (< > 30%) S09o' 3) Geologic Hazards a) Snow Avalanche OL�' b) . Rockfall �c c) Debris Flow or z/ ItG VlClilli.7 view Corridor Encroachment: Yes No 04 Does this request involve a 250 Addition? NO How much _ this of the allowed 250 Addition is used with is request? Previous conditions of approval (check property file) : nt 10 f j 1 W O C 0� I i 0 co 0 c0 Co ,v �, � v co ADDITIONAL- vEDBYVS i �' O PARK N G s PACE API . of vAIL O TOE IEw BOAR t ESIGN R ► \�. W PIA o O ; 0 0 e4 •i � , PEW DATE REVIS10N S W i "� �5 / a i i x - rx I a • M I W 6Q O cQ O m O v J to W V-4 W J • 1L1► p a co P- l _ I __ 4. l` � I r ���►-F�""D I�lh'T�H- ELI ST'(o 7 w 0 v� z fl- 11AC, .N I - — �'� '21 O do o \ t,u l5T Poo R- O CL G LOry Ih P W F E.P la, J-& 11 X131- 011 Z �F-X 1-771 H ril w 4ti1MPo -4 I \ I►.{poW A DATE REVISION s W W^L..4 , I / + 11 1 0 II Q C j i I I c O CO t m ! c u a Q OVER FRAME EX ISTI qC ;F-00f::: I � i � \ O \ O r4 OL ri N BEARI NG \lAU- 4 Ica L _ r O k � Q z DATE REVISION a�E✓P-��'RI�IF DO�M�R ROOF= F IlI NG -� U FMS J,.1;4�1. FF-QM NG • � P � I _ f H 03 co co W f _ a Lull" _ � 11 } i S 1 f 46, C'TU c�v-to + GO l-tJ f''1 ry f f + i co 16 0 po P--rw" I 1 � I f O z i DATE �[� {- ----_- �71 ---- --- --- - - - -- - -- -- ---- - R E V I S 1 0 N W ►l� oil 1 I 3 M W s cv O cv CD I W Mai I f•-+ P--i r7 Go�. i , O CrJ � O co i 11A Po P--. P-Fl-I `Q IJ L a ; I �I i s I p Ll + a y DATE i REVISION w • I x � +1 � A 00 c C o cv o r l C 7 o � co 0 / > f � w � � a tp �D�ITI N A PARK I NG--SFACEF,- O � Q � w Fr o 250 s Q r-T t4 E:j— = —�- o T� w - �EX ICI M 6 - _ w D A T E P REVISIONSa, C" Ise 70 ' (D. oh Lip• -Z 6 3 3 - 6 f t:trr n co e W I}} CQ �= 7 _ � p CQ O co j o m a M c f 4 c0 I I �Mi-ARGE 5TAIkWA`Y 1'0" I f LIN60f - S s I co . I OFr N RAI L.I N G - , . OIL C NTH IR SI 0� I I O P R W La , - L IMI N�rt" L� ( __ - mM �� s POO WAY F,WMI # - f r.xas H - - PO RC H I A ApD1rDM ! DATE , I N - REVISIONS W yeti 1 I _ � x Zo ..♦ rx. 4 � h ` 1 f f t h W cv o Cl , 0 t I ; c0 r h 1 , ' r co s to co F 10 a h i } I ! ^w p Fri 3 co i - - - -;-;N>: o F ► �I ,� Q,; Fb O ♦ �a� e � i c w UFf� �' K; z DATE RE•VI l0 C 13AY WlHPO -FT 'J ; CO c O CV O CO C i O i CO d I t to i CO I f w t Q i a• r C > i 4 i } w r _ /n Lo --- _ ONA!-----_- --- � °o _ PARK FN G -sPPCC _ P� r \ p D ��,ty f�-t oa - Z `� Q r I - z AIM k T7--Iiii co cv o CV 0 I � I i i Co O I m r7----T J co O ,..a w LIOof 8 _ ; A FXISTINtG OFr N RA I L I N a r------ - - ob t O I oo, I k qA 05 rz-r MI N��' D .. -- - Alb Tom- MZ`�' 1st =AM1T sa, 1 O - /ALL° , ( r DOORWAY I;WMI AT D I WAL = -- - O 1 t r , y i 1 f.XIS'r1�C, f PORC H —1Aq �j 96 W ' ` - . 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C° sx`.-'�° ,:3�`}�,'�,� Vie- a Kl; -SOUTH ELEVATION _ ^'_,NORTH _ . 'ELEVATION, WRITTEN DIMENSIONS f Revisions : SHALL THESE E PREGS GILLETT & COMPANY 31�� ' SHALL HAVE PREOE- DENCE OVER SCALE DIMENSIONS Architecture• Planning • Urban Design. Interiors CONTRACTORS SHA.L ...� VERIFY AND BE RIS- PONSIBLE FOR ALL DIMENSIONS AID Manatee-Sarasota / Tampa CONDITIONS ON TIE 8131746-4110 JOB AND THIS OFFCE MUST BE NOTIFIED DF ANY VARIATION FROM - THE DIMENSIONS AID Riverview Center • Suite 100 BY THESE NDRAW N45 w o 1111 Third Avenue West Bradenton, Florida 34205 • t .'. \ ul (olur.ido i � a � Monroe Newell .� STRUCTURAL FRAMING PLANS FOR THE LEVY RESIDENCE REMODEL Lot 18, Block 5, Bighorn Subdivision vall, Colorado Prepared by: Date: Monroe & Newell Engineers, Inc August 1, 1995 po Box 1597 81620 Avon, Colorado Town of Vail COPY OFFICE • P O 130 1597 • Avon, Coloc.ulo 81620 • (303) 9�i9-7768 • i'AX C303> 919-4C 0048E i3eavei Leek Blvd • Suite 301 LEVY RESIDENCE M&N#E579 AUGUST 1,1995 GENERAL NOTES 1. LIVE LQADa USED IN DASH: 80 PSF A. ROOF 40 PSF B. TYPICAL FLOOR C. WIND 80 MPH 1. BASIC WIND SPEED B 2. EXPOSURE ZONE1 D. EARTHQUAKE 2. NON STRUCTURAL ELEMENTS: A. ELEMENTS SUCH AS NON-BEARING KINTO ACCOUNT PARTITIONS, TA BY THE STRUCTURE SHALL DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL THE TYPE OF PROVIDED SPECNFDIED BY THE MINIMUM CODE REQUIREMENTS OR ARCHITECTURAL DRAWINGS. 3. FOUNDATIONS: A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. THE TR EXCAVATION.ON SOILS ENGINEER SHALL VERIFY IN FOUNDADA TION N EX N WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR TSHA1LL BE A MINIMUM OF 8" BELOW EXTERIOR TOM OF FOOTING ER O GRADE. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL,APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) STANDARD PROCTOR DENSITY COUNTERED REMOVE MSOIIL ANDI SOILS RECOM ACT WITH APPROVED SPOTS ARE E ENCOUNTERED FILL. D. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED ON PLANS. E. NOTIFY SOILS ENSP THAT EC ED PRIOR TO PLACEMENT F ANY FILL ORCONCRETE. CONDI- TIONS• 4, CONCRETE: + A. ALL CAST CEMEN TONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE , STRENGTH IN 28 DAYS. ' B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc1.5 33 f (OR 57,000 f NORMAL WEIGHT CONCRETE). C. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. JOINTS SHALL BE SPACED 10 FEET AND CUT 1" DEEP X 118"WIDE. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 314 INCH CHAMFER. USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED. 5. REINFORCEMENT: A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM GRADE 40. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. COLUMNS AND BEAMS (TIE BARS) 1-112" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 314" D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES,WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS. E. PLACE TWO #5 (PER 8" THICKNESS)WITH V-0 PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS,AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0 DIAGONALLY AT EACH CORNER. F. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI- TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77. 6. STRUCTURAL STEEL: A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 EXCEPT r PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." 2 EAR- p USE STANDARD FRAME BEAM NNECT ON AT EACH NS C. UNLESS OTHERWISE NOTE 1 WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT SPLICE TO SUPPORT 60/o T HE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN. D. MINIMUM WELDS TO BE AI SC ANDIOR AWS BUT NOT LESS THAN 3116" CONTINUOUS FILLET UNLESS OTHERWISE NOTED. THE AMERICAN E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING DETAILED N AWS D1EDING 1. SOCIETY STANDARD QUALIFICATIONS TESTS AS mQu 7. _- A. NON-SHRINK GROUT SHA LL BBASES AND FOOTINGS. 1_ BETWEEN STEEL COLUM LARCH GRADED BY ALL FRAMING AND TRUSS LUMBER SHALL BE p A. CONFORMINGI O UNIFORM BUILDING WESTERN WOOD PRODUCTS ASSOCIATION A CODE AS FOLLOWS' 800 psi STUD fb= NO. fb= 1250 psi 2"THICK.4"WIDE N0,1 fb= 1350 psi 2"THICK-6" &WIDER 3"THICK-6" &WIDER RE MINIMUMS A ALLOWABLE ND FOR NONREPETITIVE USES PRIOR T NOTED STRESS INCREASES.ALL B. PROVIDE 'l X 4 CROSS BRIDGING NO7 OVER 8' ON CENTER FOR N ALLIW��D MEMBERS 2 JOISTS AND SOLID BLOCKING BETWEEN JOISTS 0 ALL HE UBC SCHEDULE UNLESS OTHERWISE NOTED. WITH COMMON NAILS ACCORDING C. LAMINATED BEAMS S SHALL BE FABRICATED OF`D CUGLAAS FISIZES SHOW PERCENT MOISTURE CONTEN N ARE J. ALL LAMINATED MEMBE T IN ACCORDANCE WIT TED IN ACCORDANCE WITH THE NET. FOR THE DESIGN AND FABRICATION BY AITC STRUCTURAL 2, LAMINATED MEMBER SHALL DETAILED AND FABRICATED D STANDARD SPECIFICATION O AITC IO 22FV8,D.F. FOR C MEMBERS. GLUE LAMINATED TIMBER,LATEST EDITION AS PUBLISH SUPPORT 3, PROVIDE UNITS CONFORMING MEMBERS AND CANTILEVERS AND 11TH ZERO CAMBER WITH TOP SURFACE MEMBERS SHALL BE DESIGNED CLEARLY STAMPED ON EACH MEMBER. D. PLYWOOD DECK AND/OR WAFERAS SHOWN IONS OF THE AMERICAN J. PANELTHICKNE SS SHALL BE AS SHOWN ON THE DRAWING. APP LICATIO SHALL BE IN ACCORDANCE WITH RECOMMEN GRADE-TRADEMARK OF TS PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE S N FOR PLYWOOD. ALL THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI,LATEST EDITION VE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO PANELS WHICH HA THE WEATHER, BE OF THE EXTERIOR TYP DIATE SUPPORTS. 3. FOR FLOORING USE 314"T&G STURD-I-FLOOR SHE NAILED AT 4 O.C. ALONG PANEL EDGES AND AT 10" ALONG INTER SUPPORTS. 4. FOR ROOF USE 518 " 40120 SPAN RATING) EXPOSUREI SHEATHING NAILED AT „ O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE 3 ` 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 12" EXPOSURE I SHEATHING i NAILED AT 6" O.C.ALONG PANEL EDGES. 6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL ROOVE SUITABLE EDGE OR SOLID SUPPORT BY BLOCKING F AND BETWEEN SUPPORTS. GROOVE E. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: Fib = 2800 PSI, E= 2,000,000 PSI, Fc=750 PSI, Fv = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED WITH USING MANUFACTURERS RECOMMENDATIONS.NS. CONTRACTOR SHALL HAVE THE OPTION F 31/2" OR 5 4"WIDE MEMBERS. 9. GENERAL: A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL INTELS AND REQUIRED D ELECTRICAL RED CONNECTIONS ARE COINTRACTTOR'S COMPLETE SRESPONSIBILITY. C. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH. SHALL BE AS SHOWN D. WATERPROOFING,ECTURA DRAWINGS AND AS INDICATED IN ON THE ARCHI IN THE PEC F CAT IONS. T E. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD ARCHITECTURAL DRAWINGS. STRUCTURAL ENGINEER IF EXISTING F. THE CONDITIONS VARY FROM CONDITIONS E CONDIASSUMED IN THE DESIGN DOCUMENTS. 4 ` Monroe & Newell SIILLI NO_ UI Engineers, Inc. Y�Q r1 � CALCULATED BY--- �"'� DATE CHECKED BY DATE SCALE _ a FOU J bA T'/0 �L/4 a I � x t� 13w9Q C9Q 6'L' COc.JM^J e 1 A awl /0' roo rE V 1 ` 41) vJAY f 1 PRODUCT 204 1 is,Nk sheet:,Fos,(Pamem®.me Graon Mass 014 1 To thee,"NE TOLL FREE 1 MV Y'5 6W JUU P—-?v_L--, ` — _l.. — Monroe & Newell SHEET NO, OF / Engineers, Inc. CALCULATED BY 460 DATE 7 31 CHECKED OY DATE 7 SCALE "'^'_ 9 t - SlMPSo^) HL) FA P- I() A Y STAI(L x 1 -W I zX )'o At1� -W 4 I ° ri • s K \ l ( I M.L UP noLY (Cxv.W Or)LY 1 , JOB k k y 1 ' Monroe & Newell SHEET HU U Enbinecrs, Inc _�� s t.AL(.ULAi000Y_ UAIE • CHECKED BY DATE r � SCALE ROOF rrtAJet 1014 i I NJEO gaor- C3) - tz '' M t ,0 FftAAI , �Er1ov �ursrl ate M,c„ 1,V I z i � �xlsriaC, lJx�l_ aCter~��c ---- (2 ) - y � s z I2 PRODIIOT YW I(SYp4 SAW12061( )®� W°V=01471 Ta 0*I PH0K TOIL 7RF1 14*275-M � rl�. '7 v•� ,1 , T r COLUMN RE. PLAN ti SIMPSON L C-5 k� POST BASE (3)-a� TIES W/(4)-n4 G AW 0!, III TIES AT 2-O 1 ' 2EINFORCEMENT --� 2E. PLAN SECTION I 5/4" 1'-O 'M ' ' 'S�i I• ' JOB _ L� ,�v Y k�S/D¢,,y�/Z- /<g,M Q Monroe & Newell Engineers, Inc. SHEET NO OF ,a CALCULATED BY DATE_ CHECKED BY_ DATE_ k SCALE 1 y r Y � ' �e9pC shf�T/f�,1h 2eeF Jecsr �t KAY wells i { 1 1 AZxisr-34 /LOBFr I( TRJis N1f-,A69 I 'I WMo S7-L),3 Ar r<ACN N« Bits—, STvb s2.cew Jtgsvf , ro Joty) t . VI PLYwebD �N�4THbEl� , � i � ) (90 E S l7IL I x2S,7'1�1, R(Ac9f ' I i TQoss /�i�tit6[2 r t !_ { PRODUCT 20E I(Srq%SMN)2*1(P.W)®�he GIGIon MM 0101 To Oi6e1 PHONE 10,E ERIE 1 60.1 225 6780 I I 1 i 00 O N 0) O O ,dam I co 1 � O I1 co ®�� 1 g� CO �� ON d �' 00 \ I p Town of Vail Community i "o 010 `,�` __ Development _ ADDITIONAI- plan 6 d Health Fire -- ' PARK I G sf'ACF. • �E� � ` ��� approved © 0 L �y Validity of Permit J Sec 303 (c) 19 U Q C Thu wuanee or gfanting of a permit or approval of plans Srjacifications shall not be construed to he a prrrnit for or an approval of, any vioiation of any of Me provisioris of this cods or of any other ordinance of the lurisdication The issuance of a permit based upon plans, specifications and other data shat' O not prevent the building official from thereafter requiring the \ correction of errors in said plans, specifications and other s x `1ATE ^Z� i O X O z D A T E REVISION _ Town of Vail OFFICE COPY ILvfA k co N O W • O F „n. r' e to co 00 J � a o d- • I�IF- N ej - — =r--x he4,4 4r.,6,1 �L ST A-U G'i' G O 1-- w sTl4e A XL CL 4 r--4 H El.t (Town of Vail - - \--� U=4j 7.21 FFICE COPY REVISION I H 16,447 1ES = _ i PL s� �—`— — oU --u P ff E-�- e-��-L. P �G ET- IMF v� �4 ' °w' I� / - . I. L t�wsTIN& W^L.-. 1d + " = i ail fiG F-�'-� i a t � M , W I o c , � I O , I , , I I { , co r � ; to 0 ao a > , • I Q i OY�R RAMS EXISrI(�C� co f�oof� 4k 1 C NJ , - 0- 121, , W A NG ME WALL - � ' TO rA BEARI NG �cSlLy - -- O �X►2 1z,� �-` -�- o rl I z Q DATE Town of Vail REVISION (FFICE COPY ad ROOF: r-,KA-mi N� rtAH FF-AM1N6-- P�-A.N-- 1- y �., 3 r ' t I v 0 a F- ' o �,-•'' - - -_ — --- - - _ -_ _ ! �_ 1.f f-k p dam, �- - ------ - -- __ - - - - - - -- _ c I co_ f' t ` -- - -- --- - - -- _ -- M t e Ft;5A�r cr L^'w t P-oat —ih.-. _r_ w -T - _ - w D A T E 1^t�.ICJ G!T< i'j �I.•� �—� G -'�,� I�:�!I f �► 1 _^ � , ---�1 REVISION Town of Vail 5/ /`; x FA CE COP ! 1 4- f { CV cv Mai I F-+ -PI-1 0 E i O Co �+-•I Ga t \ —T-0 �� t �\�. � �°I�`�'��� Ala `�� � � �•'`',,,.`� "°` r f.�� ./A Po �.. p� Pi�-ia-12-- s '1 ' WOOD SIDING r,• - - C,-I —(-Hj cL �d z W Er—ri ON I T--y W DATE REVISION W Town of Vail FlQ""%'E: COPY x � 0001 Gee. S S 5 ° 59' 00" E ` I ', 181. 7 / S 890 53 E BURIED LEPHONE / --5' UTILITY DRAINA E{SEMENT-� 12.02' -� \ CABLEMAFKER cp s I � 1 � � 1 \ l8" DIA \ I EVERGRE6W TREE \ \ 1 \ APF" SOS TALL \ \ \ \ \ \ W \ o \ \ ohs\\ f \ \ \ W Z LOT 18 o 0.52 Ac. 10 5 0 /0 20 30 m \ \ \ � jjjj� cS O -"P f--, \ \ \ \ \ Q SCALE IN FEET C \ qA -` \ \ \ ��—_`�� <� \ •• �•_ INDICATES SET REBAR ar CAP L.S. 24318 INDICATES FOUND REBAR 8 CAP "L.S 2183" INDICATES FOUND #5 REBAR INDICATES FOUND CHISELED X ON ROCK y _ v � Cf) - \:J1 \ \ - " - 6"-l8° DIA ' EVERGREEN TREES \ �s APPROX 50 TALL 1 � 24" DIA EVERGREEN TREE / APPROX. 50 TALL ' \ PILE OF ROCKS 30"DIA AVG. \ I f � � ,� = 7 = N 58° 0500 W = 7 _ 0 30 00 A •29 0 4- 31 i35ao \ IGUY WIRLS1 \ TELEPHONE 90X GUW/RE \ ~ CABLE TV/\ BOX 33• / \ POWER POLL \ Q1QQ( C OVERHEAD ELECTRIC L► \ \ \ I , Brian T. Kelly, beinq a duly Registered Land Surveyor in the State of POWER POLE o CT Colorado, do hereby certify that the vertical and horizontal measurements as shown hereon are accurate to the best of my knowledge and belief. N6 n OCA7 WA?CA i IN1; 1ON OF YI '}yL�i _ 'Apeao — �� 8S Brian T. Kelly, R.L.S. 2430 TIN qSP �— GE OF APPROX LOCATION OR�v MANHOLE B 80 A5 _ OW SS SEWER LINE 8 VCP SS Date Revision P O BOX 978 ������ ®�� ��� SUITE i S� 0810 NOTTINGHAM ROAD AVON. COLO 81820 LAKEWOOD,1420 VANCE STR •�-'� BASIS OF ELEVATION (303)849-5072 E1t1 gxnet�ringLtd• (3030232®0138 F :>x SS MANHOLE 8 80 A4 D..1•�.d By TOPOGRAPHICAL SURVEY x'"81'96 S NOTICE: According to Colorado law you must commence Drsr By D... i..u.d RIM =8537.88 any legal action based upon any defect in this survey AK C. LOT l8, BLOCK 5, 9/12/88 INVERT IN (SE) =8531.22 within three years after you first discover such defect. Checked By Sc. INVERT IN (S) =8530.88 In no event, may any action based upon any defect in 6T K. BIGHOFN SUBDIVISION, FIFTH ADDITION, I" = l0' this survey be commenced more than ten years from Field Book 01- Sh..t Np .INVERT OUT NW =8530.77 the date of certification shown hereon. x230 so �,(, u' '� Ot" _ ' '��, DOI_ORYI DO i of i 4�N 7` 7'-7— -x ;7. A N, Ab IX it _77 "b L LAR vow W7 7- Q 7,11 71, mmomw A�Aji", Z9 Iy C-10 S11 ELEVATION.. ELEVATION,_:. 777 PPF, 00" S T� �n- 6_) F lan. jfl,�fflffl t 'T 2 liz� 7,7774%i�4 61!_t 400, Nil I �44'r! _F T_ k THIM 7 .9 ELEVATION, -- At. ELEVATION ' -Z WRITTEN DIMENSION; Revisions-: ON THESE DRAWINbI' SHALL HAVE PRECE -N- L DENCE OVER SCALI ;GILLETT-& COMPANY DIMENSIONS: CONTRACTORS SHAU VERIFY AND BE RES Architecture- Planning - Urban Design- Interiors PONSIBLE FOR, ALI DIMENSIONS AN( CONDITIONS ON THI Manatee-Sarasota / Tampa 813/746-4110 JOB AND THIS OFF[Cf 01