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HomeMy WebLinkAboutVail Das Schone Filing 2 Block G Lot 12.pdf TEI.EPHO UTILITY LINE G RETAINING WALL , Pv r ` _ `. -►MJ/ v PHONE RISER RELOCATED 4 T �� ?1N UTILITY METER 6A5 METER - - LOCATION — , , E � SG�L�� f " 8'-O" ° G T DATE OF SURVEY: 4/laM5 ASPHALT .� a DRIVEWAY G , w �.aT �J f \ SLOPE I/4"/FT. MIN. - �' FROM CENTERLINE �� 1 - � E ► / \ \ \ s UPPER EAGLE VALLEY OMTATION �A S S / 5WTARY S�EMER A5-�ALT5 6 _ �' g' / \ \ MANHOLE A-126,4 1W.■ 7454.0 9 WATER 3 GAS UTILITY LINE y �! R=12.5.00 WATER UTILITY'LINE 'LO ' CsA SL ry / , O LA�IDSGA�'� L�C��ND ' L-85.50 \ 6 f T=44.50' Ile • ' -yECK \ / � 14 GUAKi NG ASPEN, 2 IN. GAL. I IN, E � .� /�' 10 DOGWOOD BUSH, 5 GAL. MIN. . / / \ t0 SNOWBERRY BUSH - 5 GAL. RETAINING WALL / ALL DISTURBED AREAS WILL BE RE-5EEDED VV NATURAL GRASSES. . ,�• A \ ELECTRIC UTILITY LINE ` . - - . _, - - ♦ , / � � re m T prtlk c R r; < 32-111/4* E LOWER LE - ELECTRIC 9 AO \ \ / a \ E TRANSFORMER L C� Lo s ► \ .\ / ROCK WALL PROPERTY LINE \ c rn . ' 15' 51DEYARD 5ETBACK \ / \ E Q1 in ' 4 OVERIiANG SETBACK \ \ IN, / FOUND PIN AN5� GAP £ (` k LINE OF BUILDING WALL \ 32-111/4' Nt L 5 No. i f 204 u t LINE OF ROOF FASCIA LINE va• EXIST. 5H ELEV.- ?486.4 -- o 5 ' LINE OF DECK \ Low>:R Lt: / TV ' A ,. EXIST, CONTOURS ,/ // u NEW CONTWz5 e LOT 5 ° - 0.35 AG y \ \ a 5 38 GAR SH DRI // FOUND PIN AND GAP TV / / L.5. No. 11204 DOr / i Town of Vail �T. BUSH 0 / �C.j n/0 C`) '� r .� OFFICE Q - o COPY t4l LOT 11 - s QL h . / �/�I � � e i, ,/ I#"dal •'fir YJ `''a TV LOT � PHONE RISE/ FOUND PIN AND GAP Trra�'ri of Vail Cottimunhy - r SEWER UTILITY LINE L.S. No. 11204 �3r^v, i,,omcnt rn \ TM / a"Ero I�"o"I tf.'.=.'sih Fire rn GABLE T.V. 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V_a, �R� • 4" 3 05 Cont • • dD Section G c� V. 2' Or \DrW Sm V4" = r--a' '., SA Report Sec tion J - 4.. •t CN Sec tion K 3/4"; r-o" 1 tl Z7 1 z 1 0 f-T"►k! s C c.,c� G ! cC l R-L�'I" R)Ll R• -)t r>rr Sf'A-06-s' Ilk- 1 EP-1 r�Ts ® ��D O!G � I I I I I I N � ' ,'' xaN Y, J .ITT ZI ! •�8 LE Soles ��„ N�, pY N� to o �- ! 1 yfo 7.J l s 0- <ab 2 )c ce -P p N Y W"6-1.L'5 ��QWII e o•S� c 'w o � ddyU� J � r PN. �FF REF. + �� ON. pp U I a ti PA 0 A TR U _ .r. OPEN ro A <1 k4 E Ni J J it 'r 7 Y A COMBU5. AIR COMB . AIR - AST f?ViA(l. CHASE CHASE ���'� - FLt j ttpj �C. x N N BOILER I DYLE M CQ;up � � J q � UCH - _:� i"I1,11t7 ;- o - � I 1 � 2•Z 8 "T � s �� o Tl C4 see of 1111 CfN Lo �a 2- X8p I p o 00 U v � � ' c1 - d -- 'l'X ' I ! NTRY _d d ' I '�- -- - - 2x6U, Q I �J' DN. v + + � �. N. I I I k- 1 f4 J +� + v i El + i X k t L13 CD A CX T 1' OPEN T ® BELOW N UD 8 I 42 X v N I N 3 M�STE Iti 45TER r -� N B E G RC k BE ROOM I n, Li x IT-q" P� 13'-7' x 17'-41" I I CS + IV I 0 Co a/ 2)c I -3• 2X 10 3.2X t0 I -tr cI - - - - - - -- --�- -- -- - - - - - - - - -- -- -� lea 28_O11 Q} P;wjlhkA PL 20 _ ° WEST ISEGONDARY) UNIT UPPER LEVEL FLOOR PLAN EAST (PRIMARY) UNIT C12 q 114' I N 1>I c A"rC s s }�- �. W Pct,.c.., . S 4k-# TJ-�- �/.Z a s.g Q) 61C A-r t0A-N G L 15D61 Es •�.. I z `'°lam �' u. cT a ' f ) `7 (9 C U 3 O U1 r - t_ i r t ' k II I 46-2.. 23'-0' 23'-O" A A UTIL. METER --- - - - _ _ -- - - - tvt -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -YC� - - - - - - N LEx n t l $ �Y c Q DN. 2� i I I C70 I I ( C • L- -- - - - - _ _ — _ -- - - - -- - - _ _ — J L — _ _ - - _ - -- - - - - - - - - - - - I C S^ J of t2 I t7l Ol �ie-u s s�'S l� � E I 2 —CAR GARAGE 2 —GAR GARAGE r dce) 8 I I I ON. I 1 - — — -- -- -� I I -E-� \ i � L - - -- - - - ( - - — [ I _ _- - - — -- - - - - - - - - -!� _ _ _ -- - - - _ -- _ __ -- - - -- -- - - J 1 I I N CY) I I UP) C I I u I ' I 1A 3 I I 4-> I I d o _ General Notes I \ i Q U I This structure has been designed to meet the requirements of the 1991 Uniform Building Code with I amendments as adapted by the Town of Vail I I I I I 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 I General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for the I /� means,methods,techniques, sequences and procedures associated with this project. Furthermore, he shall I I '� be responsible for coordination of all work and materials including those furnished by subcontractors. The I / ( Structural Engineer shall be contacted during the construction phase to make the job site inspections I / ( Specifications r^ necessary to confirm that the actual field conditions are consistent with the design assumptions and that the I v J construction is proceeding according to the plans and specifications ( `� I i I All framing lumber to be 42 Doug-fir or better Live Loads Used In Design- 1 i All micro-lam's to be manufactured by Trus Joist MacMillan and conform to the allowable stress • Roof 80 psf I I requirements for a 13/4" 1.8DF Micro-Lam LVL Floors 40 psf t All TJI joists to be manufactured by Trus Joist MacMillan CO CJ Decks 100 psf / r — — — — — — — — — — - -- -- — -- -- — J All Glue-lam beams to conform to the allowable stress requirements for a F24-V4 combination beam Earthquake Zone I UBC l- ` - - - -- - - -- -{ -- - — — — — - - -- -- — — -_ -_ — — _ — _ — All connection hardware to be by The Simpson Company Wind 80 mph,Exposure B I — ^ — All roof decking to be 5/S" G-C Ext-APA 32/16 plywood Nail with 10 d @ 6"o c at panel edges and 12"o c. in the field All floor decking to be 3/4"C-D Int-APA 42/20 T& G plywood. Glue sheathing to joists with PL400 and d N — g pY J O The foundation design for this residence is based upon Subsoil Investigation/Foundation __.. ---- _ - _ --�--`- ----- ' Recommendations, Job #95232s, dated April 28, I995 by Engineering Designworks, Inc The Soils nail with lOd @ 6"o c at panel edges and 12"o c.in the field.All watt sheathing to be I/2" oriented strand board Nail with 8d @ 6" o c at panel edges and @ 12" o c Engineer shall be contacted during excavation to inspect the site and confirm that conditions are consistent with this investigation. The General Contractor should review the Soils Engineer's report and follow its to the field All concrete to attain a compressive strength of 3000 psi in 28 days recommendations for excavation, backflling, grading and drainage systems Furthermore, the General All reinforcing bars to be Grade 60. Contractor should pay particular attention to the sections m the Investigation regarding backfll material A � All steel bolts shall conform to ASTM A307 specifications � �L� and slab on grade construction. The Soils Engineer shall confirm during excavation that the native soil is A `j, ' appropriate for backfll,and that the lower level slab may be poured on the native soil. The Soils Engineer O may recommend imported backfill and overexcavation and recompaction under the slab at this time Q) WEST (SECONDARY) UNIT GARAGE LEVEL FLOOR PLAN EAST (PRIMARY) UNIT ' `ter 1/4' CNJ Cu Lij - o a i I in CD c� r TELEPHON UTILITY LINE ,� G RETAINING WALL 4 � / PHONE RISER RELOCATED O v T f q Y to '� ik�--�P 6 UTILITY METER '-9' GA5 METER LOCATION! E SGAL E: 111 = Pj1_O11 EGW or SLY 52.5 ASPHALT / " T ' DATE OF SURVEY: 4/8/Q5 S _�\ ORNEKAY G SLOPE 1/4"/FT. MIN. _ LOT I E3 FROM CENTERLINE / o E BENG}MARKs UPPER EAGLE VALLEY SIANTATION GA E S B / SANITARY SEVER AS-EIALTS G 2' 9' / \ \ MANHOLE A-126.4 INV n W54,0 WATER W '�� / \ STUB-OUT a ,e _- / � \ \ s r � (5A5 UTILITY LINE R=125100' WATER UTILITY LINE Q, C' \ \ �`�0 20 T; BOO - CxA , SLa �„�' ,/ , �O LANDSGAPE LEGEND / \P, c 14 QUAKING ASPEN, 2 IN. GAL. •�9 / 10 DOGWOOD BUSH, 5 GAL. MIN. 10 5NOWBERRY BUSH - 5 GAL. E / RETAINING WALL / ALL DISTURBED AREAS WILL BE RE-SEEDED W/ \ \ / ELECTRIC UTILITY LINE NATURAL GRASSES. D E LOWER LE 114' \ ELECTRIC ' O�O \ \\ / b���\\\ \ E TRAM F RM R 'Lo / A \ \ ROCK WALL � \ kD PROPERTY LINE 15' SIDEYARD SETBACK E LA / \ / rn 4' OVERHANG SETBACK \ \ \ / 0i c LINE OF BUILDING WALL \ 32-111/4 / FOUND PIN AND CAP \ E L S. No. 11204 ELEV.= 7cibb.4 i LINE OF ROOF FA56IA LINE '-10 va' S EXIST. 5H to LOWER LE __ m LINE OF DECK c 3 \ TV // 0 V O EXIST. CONTOURS \\ / / / Q u NEW CONTOURS L O T b J \ L I / 35 AG 5 / 4O \\ \ 38 GAR 5H DRI / / FOUND PIN AND GAP \ TV / / L.S. No. 11204 02 \ \ / // APPROVED BY THE o TOWN`OF VAIL 14 , • _ \ / /' PLANNING AND ENVIRONMENTAL COMMI SSION EX15T. BUSH �6 C' \,�// DATE: o �0 � 23 \ / / // J��y PLANNER: / / reuq LOT 11 � / � � �� ��� � 0 C) / .0 d \ Tv I IN \ LOT Gi \ / PHONE RISE/ —� C3 FOUND PIN AND GAP 5EWER UTILITY LINE TV // // L.S. No 11204 APPR®VED I3Y THE CT) \ / / TOWN OF VAIL m GABLE T.V. UTILITY LINE \ / // DESIGN REVIEW BOARD / `VA I L DAS SG�tON / FILINO No . I DATE: co / / PLANNER: m c- / 0.3 PINE Q / G LO W , h- H cn i V "\ - d GARIIIAGE 5L STUCCO FIN15H —_==-- - _ -- -- \ \ ASPHALT 5HINGLE5 2X8 FASCIA OVER 2X10 SUBFA5GIA DRIVEWAY SLAB LINE OF 33' HEIGHT --------`--_ _ - -—._ - _-___--_----- --- _ _ _ �- LIMIT, ALONG CENTERLINE r - -- --- — __- _ --_— --- - _ �_ _ _ OF HOUSE '-9' -- - - --- - --- --- --- -- --- ----------------- - UPPER LIEVNELAZZ UPPE.--- -- - 4 �----- -- -� { I RED GLAD WINDOWS ni Ll I (IN 5T0000 WALL) ' 11m, I -It MAN _8m32_ __ _._I/a' { , -� 2X6 CEDAR WINDOW TRIM L_ --%_ 2X12 BELLY-BAND i i i - - -- IX8 CEDAR 5HIPLAP SIDING �t---=---� - IX4 CORNER TRIM 11 `\ 4X4 BALCONY P05T GREEN GLAD WINDOWS ' 6X6 SUPPORTING POST om� -tm va (IN WOOD SIDING WALL) e �_ - \ IX8 CEDAR PANELS °A 2X4 RAILING MEMBERS I , t i i 1 STONE GAP -� ` I I STUCCO FINISH COLUMN BASE 2.1 SLOPE ` 3 A EXISTING GRADE n; FIN15H GRADE \ tA m WEST ELEVATION SOUTH ELEVATION NI E • 3 I � U O C5 U O ASPHALT 5HIN6LE5 /- 2X8 FA56IA OVER / 2XIO SUBFA5GIA ClAFRAG-rF= TOP R OGE GAF 4E TOP 8mb9'-II' Q /-/" _ - __- -- -- ---- - - =--_-- _ _ STUCCO FIN15H • ASPHALT 5HINGLE5 '�- PLATE G smbs�'-tsa' _ � •�J ~j�1 � - - - .4 _-.-:----- '.-`�==-�,_- ._=-_.-==�- --_�_=--'.--•-_ ""y O 2X8 FA5GIA OVER 2XIO 51J5FASGIA / ---------- -- -- -_- ---- --- ---- �t. 8002-s w LINE OF 33' HEIGHT �- —------ _ ---_=_-- - - 1 LIMIT, ALONG CENTERLINE -- ------------- ,--- 5�� r,- )• OF HOUSE. �' PLI �1 UGGO FIN15H / ------ - ----- 1, , --__ ---- - - -------- - _ J ° 8042'-m Va' 8042-m Vd' - - -- ,/� RED GLAD WINDOWS -- -- ------------- ---y__= _--- ---,-- - - 1 ; 9LAe uPPe -------------------------------------------------_ - �- (IN STUCCO WALL) -___ rk� " ,�, - ,x` , ♦yak v , ' + y `" " Y 4 r^ , .i. , ", r ', . , y . , - " . - ' ` R + + f 4 ' - 4 _- S f, ` _f,. 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I O w w i I lP I ! UP ENTRY �I I ENTRY I Q , < I I L DN. + + DN. I in +c m n n �+ —--------------- I I T77 STAIR 5TA I R K. . F I ri' yew I >4Y YS W OPEN TO ,J `R +, OPEN TO BELOW B BELOW e 0 rn tn (n u � I Mn ASTER MASTER -- ' BEDROOrh BEDROOM I I i I 4-> - I 12'-7" X I-1'-q" 13'-7" X I7'-a" I c I I � O L - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -�- - - - - � ty - - - - - -- - - - - ct) 26-0" 2" 28-O" O 54'-2" WEST (SECONDARY) UNIT UPPER LEVEL FLOOR PLAN EAST (PRIMARY) UNIT 1/40 11-00 �3 ci� L4 L C-1 Lo Lo Ln Lf/ r Cu cn 0 N T Cp C O 3 Z a u- cn 3 U h , t 23'-0" 23'-0" A UTIL. METER — — — — - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ON. - I UN a I 1 . 1 1 I . I I s l I L — - - - - - — — - - - - - -I L - - - - - - - - - - - - - - - - - - - - J _ Q� Lu m 2 -GAR G, RAGE 2 - CAR G;AfRAGE I I � 1 I 1 ' L -4 — _ _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ - - - - -�—L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I v 1 I cm tn to • I 1 CS � o J 1 I 1 I ' I Uj - 1 i c> �N q i I — •c� '�,, "z3 L - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - O A �1 zz)) O WEST (BECONDARY) UNIT GARAGE LEVEL FLOOR PLAN EAST (FRIMARY) UNIT 1/40 CD Cu Cu m N 0 u., ca RETAINING WALL TELEPHON,�UTILITY LINE PHONE R15ER RELOCATED - a i 0 9 papa. 52. UTILITY METER GA5 METER i� LOCATION E SG A L.E: III = 8 I O 11 DATA OF SURVEY: 4/1a/C15 ; . eve OF ASPHALT --' 52s PHALT C7 T D VENAY SL I/4"/FT. MIN. 0�0 LOT ( G FROM ENTERLINE / \EGA / E _ \ , UPPER EAGLE VALLEY SANITATION SMTARY SEVER A5-EULT5 b �A E S B / MANHOLE A-126.4 1NV.■ W54D r 21 c3l WATER � / Y \ S / STUB-OUT _ GAS UTILITY LINE ' R=125 L=85.50 ' WATER UTILITY LINE 2` CsA SL `y // j X0 LAI�1OSGAPE LE6END L T=44.50 / 9' ECK \ \ / 14 QUAKING ASPEN, 2 IN. GAL.. / \ \ E � 10 DOGWOOD BUSH, 5 GAL. MIN. 10 5NOWBERRY BUSH - 5 GAL. / \ / RETAINING / / � �• \ \ E WALL / ALL DISTURBED AREAS WILL BE RE-5EEDED W/ G NATURAL GRASSES. 'Sj, \ \ / / ELECTRIC UTILITY LINE E 20_ a D / 32-111/4, \ E �P + '-101/4' LOWER LE \ r \ y \ / ����� \ ELECTRIC I 0 AO \ / \ E TRAN5FORMER LO \ \ \ ROCK WALL � PROPERTY LINE \ / \ 15' 51DEYARD SETBACK \ / \ E , „rn v 0j 4' OVERHANG SETBACK \ \ \ / ' FOUND PIN AND GAP E- LINE OF E+UILDING WALL \ E- 32-111/4' L.S. No. 11204 u ELEV.= -Tg86.4 tA LINE OF ROOF FA5GIA LINE V-10 114' EXIST. 5H __ rn k LOWER LE LINE OF DECK 0 \ \ ° / Ql 0 \ TV / ,' -N - _ o 1 EXIST. CONTOURS \ / o NEW CONTOURS \ LOT 8 ( 0.35 AG \ \\ S 38 GAR 5H DRI / /' FOUND PIN AND GAP IV / // L.5. No. 11204 0 0� \ \ ' ° D \ \ /' ,' EXIST. BUSH 0 0// �ti/ / � / J LOT 11 � � '' � ' 0 NO Do TV \ ' o ' LOT Gf Q) \ / PHONE RISE/ \5 / FOUND PIN AND GAP L.S. No. 11204 5EWER UTILITY LINE \ TV Q, GABLE T.V. UTILITY LIFE { \lA I L I7A5 5G0N UD in CD FILINO No . I m /' 03 PINE a w / r * n \ s Ln L O - 1 - 1 FLOWLINE OF 2 CONCRETE PAN RETAINING WALL TELEPHONE UTILITY LINE 52 O • PHONE RISER RELOCATED SLOPE � T --�b 5 � 52.8 p'FX`5% UTILITY METER SGALE: 't = CLOSET AND GAS METER i DATE OF SU�.VEY: 4/I�/c15 10.8 cv SLOP LOG ION 52.5 00 LOT 15 MW Cr AWHw.T`'''� HEATED GONG. / gm�s�' �Q� go C+f4ApJCj\ DRIVEI�AY / 's' � to \ \ \ NARY 5®^Ev� A5 WNATION TRENCH DRAINS 0\ x'02' \ NU4t�101.E A-12614• INY.■ '1+g5�4.D _ 5LOPE \ \GA E NATER vq STUB-OUT 6A5 UTILITY LINE 'fed \ r O R=125.0ol WATER UTILITY LINE 28'- / ' �, \ 6 �• 14 QUAKING ASPEN, 2 IN. GAL. L=8550 �/<:p T=44.50 10 DOGWOOD BUSH, 5 GAL. MIN. \ 10 5NOWBERRY BUSH - 5 GAL. • 8 � ��� � / � 0'-3 3/ HEIGHT \ \ \ - 30'-1 2" HEIGHT / RETAINING WALL ALL P15TUR13ED AREAS WILL BE RE-SEEDED VV/ NATURAL GRASSES. 0 1 , - � 30'-301-11 I EIGHT \ � ` / ELECTRIC UTILITY LINE / \ v _ 8ra338 � \ E . ' 3 \ A ELECTRIC ,. �Q• // TRANSFORMER _rn AO \ \ ROCK WALL 0j 0). \ �A 1'-11 1/2" HT \ u PROPERTY LINE r -- �. 15' 51 DEYARD SETBACK \ / � \ FOUND FIN GAP . 1204 N � 4' OVERHANG SETBACK \ \ / ELEV.= Ici86.4 0 ° O . 5H EX15T LINE OF DECK \ :p cs / o LINE OF BUILDING WALL \ / 3R LINE OF ROOF FASCIA LINE \ cK EXIST. CONTOURS // // LOT v NEW CONTOURS L \ G 0.35 AG 5 / 1-1 DRI FOUND PIN AND GAP 38 GAR 5 / L.S. No. 11204 �} 0 0 / DO co EX15T. BU51-1 0 Q' / 10 LOT II TV / \ // 0 LOT C1 \ / PHONE R15E- r FOUND PIN AND GAP L.S. No. 11204 m -i'� / / f `" I Y / SEWER UTILITY LIFE \ / - f GABLE T.V. UTILITY LINE / VAIL DA5 501-10NE / FILING No. I 51TE FLAN 03 PINE r ^ H r NOTICE: / FLOWLINE OF 2' CONCRETE PAN According to Colorado law you must commence any legal action based f 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 52.6 date of the certification shown hereon A - RETAINING WALL ' O . 0 5' PVC �p M1S� 528 / SCALE: 1" = 10' 2 5" PHONE RISER DATE OF SURVEY: 4/18/95 EDGE OF ASPHALT �—��°� �'2 52 4 R_12530' � LOT 13 L=85.50 / T=44.50 \ 150' BENCHMARK. UPPER EAGLE VALLEY SANITATION / SANITARY SEWER AS—BUILTS / MANHOLE A-126 4 INV= 7954 0 / S f � , S70� � J 20.0' \ 8050 / RETAINING � `WALL / SET BACK LINE ° LOT 12 ' \ 0 35 ACRES / 2338 GARMISH DRIVE f \ � ROCK WALL IN, FOUND PIN AND CAP \ L S. No 11204 ELEV = 7986 4 ° BUSH LOT 8 ° / ° // FOUND PIN AND CAP 0 L.S. No. 11204 c ' BUSH LOT 11 s0 15 0' / o 150' �h , LOT 9 / PHONE RISE \ / SURVEYOR'S CERTIFICATE \ / FOUND PIN AND CAP L S No 11204 1, Brent Biggs, a Professional Land Surveyor registered under the laws of the/ was \ // State made by me and r under d my esupervision,' and t that the survey is accurate and \ V/ � VAIL DAS SCHONE correct to the best of my knowledge � FILING No. 1 Brent Biggs ��. ®0 0 3 PINE \ Colorado P L S. 2 J ,•> / 7' _ 271599 9 L LLA ����a� ; \ Ilflll� ` LOT 10 CAT V RISER r w PI / TOPOGRAPHIC SURVEY DRAWING DATE: 5/1/95 % LAV /- LOT 12, BLOCK G VAIL DAS S C H O N E, FILING No. 2 DRAWN BY. LEONAWO 51.�11�11NG,�. TOWN OF VAIL P o Box 21-.3M. Aron, Co 81620, 970,476.8644 EAGLE COUNTY, COLORADO JOB "°. 9 6 �i'�.�i�•.�wiT.._ -_�.� � ...__ _�-� 1. ^�s•1.c�"'�y - -s�l� '� r.dm _ _._ .. -._ _, ..........-. .. ..,... ... ...._. _. _ _.__�_-__. - NOTICE. ,r FLOWLINE OF 2' CONCRETE PAN 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 dote of the certification shown hereon -JO RETAINING WALL �O 0 5' PVC PHONE PED —►jx Q� coNC WALL SCALE: 1" = 10' 1=39°11'25" R=125.00' _ LOT 13 I\' L=85.50' V NOTE THE EASEMENTS SHOWN HEREON ARE PER THE PLAT ONLY, \ O NO TITLE POLICY WAS PROVIDED BY CLIENT oM��,CN T=44.50' s GP " o �6ti s s JO O MAIN RIDGE 0 1 3? ELEV = 8068 9' CONC WALL 6 S 'y• p�O 0 3 LEVEL DUPLEX (UNDER CONSTRUCTION) RETAINING WALL y OUTLINE OF ► CANT WOOD DECK S O 5 ROCK WALL 6'. ` O / <5 1� OC LOT 12 FOUND PIN AND CAP 0 35 ACRES / LS No 11204 V 2338 GARMISH DRIVE ELEV = 7986 4 tlj , 0 0 L �3 FOUND PIN AND CAP LOT 11 L.S. No 11204 � O / )( O D� `- SEWER CLEANOUT LOT 9 IMPROVEMENT LOCATION CERTIFICATE PHONE RISER/- I hereby certify that this Improvement Location Certificate was prepared FOUND PIN AND CAP for GREG CUMMINGS LS No 11204 that it is not a land survey plat or improvement survey plat, and that it is / not to be relied upon for the establishment of fence, building or other future improvement lines \ VAIL DAS S C H O N E I further certify that the improvements on the above described parcel on / FILING No. 1 this date, 8/15/96 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments A \ upon the described premises by improvements on any adjoining premises, / except as indicated, and that there is no apparent evidence or sign of any 7� easement crossing or burdening any part of said pare 1, exce 4;�A,1fjp�ed \ RE�fs�,''��''. Date -- Samuel H. Ec6r m Colorado P L ! 'OAv1 LOT 10 L LAegS�°��� CAT V RISER m lIIIU1 rem / IMPROVEMENT LOCATION CERTIFICATE DRAWING DATE. 8/26/96 Imv / LOT 12, BLOCK G VAIL DAS SCHONE FILING No. 2 DRAWN BY 5s11, 5"Nhr, TOWN OF VAIL P a Box 21-335, Avon, Co 81620, (970)476-8644 EAGLE COUNTY COLORADO JOB No. 9 6