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VAIL VILLAGE WEST FILING 2 LOT 11.pdf
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EI KPB.p�.1eC� � r�lr \ I, O / I/i ED ECOI�I D F� OOR b�� �y �' ' ' ' RE S S � � ; �L � \� � % \ \ / 9 " cori � ' '� ��s �ioue - i� / E % � S � P� a� o � . �ioo¢. ttPU . • 79bbS/ \ . � �T F�On � So. Pr = l680 L� GIA�55 B �CK ' , � i 9'0 " � , i� ,ti� ��� - ;� REI/ ISED FIRST F� ODR ; � , �, ; ,o � . � � SINULE FAtvIIL�I NOmE Fo � Z�TA MuEL1.�iL � D �2.1+w n bv • . Fl� r� Vt�r� 5Gfl �6 '/a' = I ' eK.,c. hnuEt.►-EL LOT � � , Vl41L VILLAUE We�T � FlurvCr � Z • 3 - 5 - 93 l.�q�U�Nb A - Z 47' il �k++ _ a-s i _ - - - " - - - � • - y#� � .-�� .�cx , _ _ - - -- - • _ . . - y.• ._ . . a . . _ :_u� : .. . _. . �� _ -z -- , , . , . . Y i � � I I I i I i i I iI Ii I � r � iI i Ii - - _ _ _ _-- - - NEw F�¢Er'lrCC - i � � � ! , i � � ' � ; � ! I ' I � � � I ' nnD C.H � w. uEV . � � I I I � � � � I ! . � ' - � I ' � I � I I I � I I I � I i I � I I I � I � � � � , , — — -- � � I 5 _,;., � , _ I R. — - ( � --�—� � � EYISTIhI. f � 4, ucto � w � tieou, � � — --- - _ I''� IE- - N �vV Sih(.�G co.2. Go�.s�r� c� ivD eNTZV —�j � � � � STt�C.CA `� I � T`l 9 � - � — ' � n --T- I I � _ ! I � I � I � I � _ T T—T �- ---- �—T �?—�– , � S -�_ -I- _� i � i � � i _ � � � � T i i � � I � � i I , � � � i � i t � i � � � i Z3 Z 1�� � r- 1 � , I I � r— r �C _ _l 1 � I ! l.. :�. -. ' � i _ . i I � _ � l !_ . _ 1_ � [ 1 , ! ! 1 I � i � � ' I � � � i i � 1 I � � � � � � 1 1 . I 1 f j T �_ . . . i � , ���--i—I - � � � � � I _ I � I � � I � i � i � �,� �,! � �y � I � ' � i i i � I i I � � i � � � � i i , , , �, - � , � � � r , i � � n�EWV 3� p� s � N � I I I . , , � , , , , � ._ . , � � I , i , i � , , � , t � � , � � � � � , � , � i i I — I ' � � � � _ � ; � ; � � . _ r � � , i � � � , I � ' I � � i � I � � i � � � � , � � t I I � i � I I - r � , � , � - � � � � i i I - .,. �, -,,-n • �, . _ - - w . ' - ..n-r - - ; + • - - — � � � � � - -- I I – — ' „ ; I I 5 '� L _ i � � - - - _ � , � � i � STl9G t � ryR a 5'uC�� I " ` Iy � I ,_„ - - ,�._-�.�__-.,�_-.�_,. ._ _ , - _,. _ _.�.-��-.,�...,..+��..+-... . _.., . _y_ .. . _� --__�.-.. . .... _. .. � �---.._.-a.r-�.�...�� �--- " _ —�....-. .. __ .. . - -- „" `--_ _ _. . . . _�. _. , - - _ . i � -- - � C� 'D " 47 ' 6 " � : � 7i '6 ' SOUT�I ELEVATl01V ( , eOOF �c. EUATiOr/ �998. 4 ' ` , , — - - � , ! � , ' � • ' , � I i � � i i � � � � � , � � � i ; � � i � � � I I I I i � � � I � � � - - — --- - — — --, C�� � � � � SPA� <►eec� roc AND � � EX � STiNf- � cu �nnn� ev r+s vEe c�na + ( � WINt17W � � "n�cLl� ' I . � _ � I 1 2 3.� Z,� � rucrn � . � � NEW , 9MAK6 3 � , nc:� , zm � - ryW -� � , - - - — - , , , i � I . ! ! � � I � � , � , ; , , , � . . ; - - _ , i ! ; � E-. ExiSti ►+ E �002 NEvV SiNGLE Gsr�- �A2nE+e I STc3r1.1� � O C ' I _ -- - � - - - ----- --- -- - -- ---- - -- - - - ---- - - - - -._ . . - - - _ — - --- --� _ . _ __ _ - - -- - - ------- -- -- - . -- -- - - - - - ' - -- -_ --_-- Sr'bT EL � VAT lON 7� 65•3 ' - -- - - .47. Lj - - - - -- -- - _ . � ��6 �� 5 /NLr�r FAM /LV NOME FOC 2iTA MUELL.t�2 } �3 'l�'' � -- ---- — --'/ — ' - E�C �/AT'iDn/S SGA �E �4 �= I � ��wn� S `/ I�IOR T H EL E VA T I01�l � - - ---- --R� MuE«�z LOT l/ VAIL ✓� LLALE vVFS> . F� unlr +# 2 � .. _�_ DRs w . wtr 3 -5 - 93 E- / . - - _ � s �.t r st �1- . . RI=. .+7 - i2eer ¢e.su - �9� A � � I I � i � � i � � � j � i � � _ " 1 I i Iwdo� � s.�e � .I . � � ,\ I I � � I � I � � . . , , I � � I I i I i \ i i I � � � � � �i i � � � / ' � \ � �I � i ' - I � I - — -- � - _. _ _ � . � - - - - � � STUCCO� � � _ � S� uC � � � � . .:. .op . . .. .. - � � j _ _ _ ❑ � , � I 1� I 596T c�.tu • 79b5 .S ' � WES T ELEVAT 101�1 e�DF GI �tJ . • 7988 . 4 � , i _ __ . _ - - - -- ' � � � I I � I I ; � � � I I I � � i i � I � f i ' � �� aa �b Slµ i�,de.l I i F ' i I � i i I i i i i rt ; i i i � �! ' ; � � i i � � i � ` i I ; I I � � � 23 ' 2 , S��cco � � I � , , � , � _ 1 I I � � � ' � � � I _ _ _ I � I ; I I � ► � � i I _ - -- - - - - - - — _ _ _ I I I i I � i s I � � 5TV GG O� - 5 Fb'r El.EVi�ioN = 7 96 5,3 ' � CQ S T E� E VQ T 10 �1 5 � I� GLE FfLMI� Y N[7ME Fo � �1TA MUEt-� E � - �TJ�WN B�I ELEVATI� NS `�Grl LE �4 �= J � �� ���E� LOT II , V111L VILLflGE vVEST. FIL/ NG � Z r�eaw, N ` � -s- � 3 E - Z aaear :�r� :V: .. ��e�l ; \ . . , . � IMuRO�dEMEPJT LOCATION CERTIFICATF� � I hereby certify that this Improvement Locatlon Certificate was prepared \ for Rick Muller, that it is not a land survey plat or improvement survey plot, and that it is not to be relied upon for establishment of fence, I_ OT � � building or other future improoement lines. 9� 0 � I further certify that the improvements on the above described parcel on Y � � this date, 12/10 /92, except utility connections, are entirely within the .5p boundaries of the parcel , except as shown , that there are no encroachments ���� s upon the described premises by improvements on any adjoining premises, N � LOT 7 except as indicated, and thot there is no apparerR evidence or sign of any _ _ __ �y easement crossing or burdening any part�\f said parcel , except as noted. � - � ?s� � n/ . �- \ � Dale: __��'�3��_ ���s.tt�f �--- , `� APPROX . CENTERLINE � Dannie Corceran - CREEK s Colorado P . LS. 16827 � ;_ - - ' � ` , 'O — — 'L_ I � ' � � � ' APPROX. 100 YEAR FLOOD � - " I EDGE CREEK P�IN PER GORE CREEK � FLOODPLAIN WFORMATION \ � i - FOR VAIL, C0. Y �` - I � � � PREPAREU BY HYDRO-TRIAD, LTD. \ J� JUNE, 1975 '\ _ _ - --- _� / NOTICE: -- _- _%" / Accordin to Colorado law you must cemm nce an legal action based �i . __- -:_ ' ___ — _ _ '. , _ - �i UTILITY EASEMENT 9 e � Y � upon any defect in this survey within three years after you first I _. _ _ - ,_-- _ _-� - -- _� � ��i ��� - ;Ef F'IN & CaP ���. N0. 26�98 discover such defecL In no event, may any action based u on an _ � � P Y - - - - - ' -=��� _- / defect in this sur�ey be commenced more lhan ten years from the � � �� � - - � _ - - - ` � � � ��� date of the certificatinn shown hereon . � SCALE : 1 = 10 ' _ _ _ - � --%� - -- %' �� � - - — ' _ DATE O F S U RVEY : 12 10 9 2 � �e5o " ' " / �"%� � �' � � / / , , , _ - _ -� _ __ _ _ _- _ � ' �, � _ _ _ � � -.. ��- —� � �% � / _— �� - � EWFR MH. A141 .2 � ' ,, , _—� � � _ �= ,- �955 � ��- �,' , � � �{i }--- � -. % � � - ' �. . �-.� _ � /� � _ '� INV EIEV - / 575 ... . _.. - � - -- - - .--��� � - - � �/ , / . - _ , _ _ . - , J - _ .. � ,j : � � _ _ - - - _ i� � � __ , , � r�irn E�EV. �ssa. � � q ` . _ - , � . _ �� / _ .= _ _ _ . - ' � i � � , ,y-' ��� � � � /. - ii � _ - ' _� - - � - % i, � " �� "' i � , _ , -' ,_ � ' ! - - � = . - - . . �- / . �� � '../�/� . =� / � �' , _. ' -�9 p � � " . :� CENTERLWE OF R LINE SEwER `l � " �, // � - � �� -- - APPARtNT . . . - ., _ _ _- SEWE , � � = � - /-- i ��� , , ' ,/ . - ' EASEMENT � , i - - , J�•� , - i I ti., _� �- ,� / ,,- � � �� , � , _ - , / � =�/ / - - � � �` APPROX. 50' CENTFRLWF , � . I�OVERHEAD POWER LINE i� CREEK SE7BACK � } i � ,� � ; � ,' � � ,- , .- . .� _ , _,- � � . j% LOT 1 1 � i 0.333 AC. �� - � � W00[i FEM1IC� LIPJE � " /� �/ � - - � /� / %, 38;,. ` ;. / SEWER MH. -�_—�- � . ., '- - -. . - , /? / ,: RIM EI Ev. = 7962. 1 � � � '� � , '" � ,3• . IN� _ FLEV. = 7949.3 w ' � � p �� � i � SPOT ELEV. _ � / ' n� �� ' ' . 7965.3' � . � 6 ?' ��.... - ' �? -�� " / � . � CANT. � �V / 0 .; , �;UNC. F'AD -�- ... ._ j� � h� 4 S, \ % '� 33; 4S��� , ROOF PEAK } � ;I � � a E��,. - �988.4� �;, ; ' LOT 8 LOT 12 � ; � � °� ' � 2 STURY WOOD FRAME BUILDWG � � � � �� � �� ADDRESS : � 75�5 SHASTA PIACF � �fp W � �p�• � . i � M % / M � / µ � 6• 11 ♦ � °� '� 2 � � ' �A�h � � � 'h �� � sa• Z :t' �� s.a• � �� 5 �. � ' .s. � � / \ � , f i EOGE PI.OWED RIVE � �_ _ ` ; r . / / LOT 9 _ - PHUriE FEC� �. , � - � ROCK WALL �� � \ �� �F � .._\ --- UTILIIY PED. _ � � �, , Syqs� . q R = 354003� °� ; _ _ _ F�TE9P` �w`� ��k� ��_ IMPROVEMENT LOCATION CERTIFICATE ;'� L = 26.51 �,� , LOT 11 � T = 13.65 - �"° "°. 4 F�'" �E`3"� VAIL VILLAGE WEST, FILING No . 2 G`J, . ��� _ - o TOWN OF VAIL, EAGLE COUNTY, COLORADO 41199 H!GHWA'f fi & 24, EAGLE - VAIL / P .O. BOX 123U --/ FDWAki)S, C0. 8if32 (303)949- 1hDE M . POST 12/21 /92 1943 SPECIFICATIONS 1753 SHASTA PLACE LEGAL DESCRIPTION : LOT 11 , VAIL VILLAGE WEST FILING # 2 BUILDER : RAM DEVELOPMENT AND INVESTMENTS , INC . DATE : MAY 3 , 1993 General Notes This remodel has been designed to meet the requirements of the 1988 Uniform Building Code . Live loads used in design : A . Roof - 80 psf B . Wind - less than 30 feet - 25 psf more than 30 feet - 30 psf C . Residential - 40 psf and 8 psf partition D . Earthquake - Zone I ( U . B . C . ) E . Soils - Bearing Pressure - 2500 psf Lateral pressure - 45 lbs . / cubic ft . Rough Carpentry 1 . All dimensions are to face of concrete ; concrete block or wood stud . 2 . All exterior walls are 2 x 4 unless noted . 3 . All interior walls are 2 x 4 unless noted . 4 . Al1 interior walls are to be Type " X " gyp . board ( taped , primed , textured and painted unless otherwise noted . 5 . All bath areas are to be vented to the exterior w/ fan and duct system to provide 5 air changes / hour min . 6 . All plumbing walls are 2 x 6 . 7 . All insulation shall be not less than R- 19 for walls and R- 30 for roofs and ceilings . � , , � �• ..�,1 � Rouah Carpentrv ' '� � A . Conform to ? S 20 for lumber materials , grading rules qf WWpp , F r►merican Plywood Association for plywood and �pplicable pub - lications and standards of the National Forest Products Aseoci - ation and the American Institt� te of Timber Construction . B . A ]. 1 lumber shall be No . 2 - _ - -Fir or better . F. - 1 } 50 psi ( repetitive use ) , E - 1 . "; r 106 , � C . All glue - lam beams sh:lll conform to Fb = 2400 psi bending stress . , D . Roof sheathin�; shall be $/8 " C -C EXT - APA 32/16 plywood , unless otherwise noted on tte plans . E , Floor subflooring shall be j/4 " C -D INT -APA 42/20 plywood . unless otherwise noted on the plans . F . IVail all plywood to roof rafters and blocking with 8d @ 6 "o . c . - at panel edges and 12 "o . c . at intermediate supports , unless otherwise shown on the plans . Nail plywood to floor joiets and bi � cking with 8d P 6 "o . c . at panel edges ar,� 10 "o . c . at intermediate joists , un� ess otherwise shown on the plans . G . All TJI ' s shall conform to the standards of the T uss Joist Institute for 25 � 35 � ar.d 45 series ; E = 2 . 2 x 10 � psi . H . Lumber standard shall be American Softwood Lumber Standard PS 20 ( U . S . Department of Commei•ce ) , 545 , MC15 , moisture at time of dressing . I . Installation shall comply w.ith " M;inual of House Framing " by the National Forest Products A ; suciat ?. on , including nailing , firestopping , anctiorage , fram�. ng , and bx•acin� . J . Glue plywood subfloor to floor joists and plywood sheathing to shear walls using adhesive conforming with APA Specification Ak'G - 01 ( U . B . C . Std . No . 25 - 19 ) • r K . All connector hardwarc ia to be manufactured by the Simpson Company or approved equals manufactured b.y the Silver Company . L . Provide solid blockin� of the same size as rafters or joists at lines not to exceed A feet mar.imum spacing . M . Minimum nailing shall conform to the following nailing achedulei 1 . Joist to sill or girder , toettail . . . . . . . . . 3 - 8d 2 . Bridging to jcist , toetiail � acli end . . , 2 _ gd 3 • 1 " x 6 " subfloor or less � n ;ar :i j �� ist , f �.ce nail . . 2 - 8d 4 . Wider than 1 " x b " tiubfloor to eacl � joisi� , face nail 3 - 8d 5 . 2 " subfloor to joist or gir� er , L .L , � ,1 a �ri face nail 2 - 16d 6 . Sole plate to joist or blocking , fa� � � na?. l tbd Q 16 " o . c . � . Top plate to stud , end nail . . . , , . , Z _ 16d 8 . Stud to sole plate . . 4 -bd , torna � i or L - 16d , end nail 9 . Aoubled studs , face nail . . . . . , . . , 16d @ 24 " o . c . 10 . Doubled top plates , face nail . . . . lFid @ 16 " o . c . 11 . Top plates , laps and intersection � , * ,;rr. na.il . . 2 - 16d 12 . Continuous header , two pieces . . . . 16d Q 16 " o . c . along ench edge 13 . Ceiling joists to plate . toenail . . . . . . . 3 - 8d 14 . Continuous header to stuc' , tnenai � . . � _ Rr� • . � 7 . xaiter �o Fl :ite , Loenall . • . . . 18 . 1 " brace t . . . . . . . . . . � -"" o each stud and p] ate , face nail . . 2 -8d � 19 . 1 " x 8 " sheathing or lesc� to each bearing , face nail 2 -8d 20 . Wider than 1 " x 8 " aheathing , face nail each bearing 3 - 8d tl . Built - up corner studs . . . . . . . . . . 16d @ 24 " o . c . 22 . Built - up girdera and beams . . . . . 20d � 32 " o . c . at top and bottom and staggered 2 - 20d at ends and at 23 • 2 " planke . . . . . , , , each splice • • • � • 2 - 16d at each bearing See plans for any add � tional sheai.hing and decking nailing notes . N . All headers shall be Lwo , 2 x 12 . for 2 x 4 walls and three , 2 x 12 for 2 x 6 walls unless otherwise shown on the plans . 0 . All exterior walls and main cross stud partitions shall be braced at esch end and at least every 25 feet of length by nomimal 1 inch by 4 inch let - in bracing , unless specific sheathing is indicated on the plans . P . All built - up girders , beams , and headers stiall te glued with adhesive conforming to APA Specification AFG - 01 and nailed as per nailing schedule . Q • A11 mudsills and wood used nearer than 6 inches to earth , shall be California redwood or pressure impregnated with an approved preservative as specified in U . B . C . Standard No . 25 - 12 . R . Sill plates shall be bolted to fo �ndations with a mimimum of i /2 inch diameter anchor bolts spaced at 4 feet on center and embedded 7 inches into concrete . There shall be a mimimum of two bolts per piece with one bolt located within 12 inches of each end of each piece . S . W�� od studs may not Le cut or n�, � cheQ to a depth exceeding 25 perr. ent of their wiflth . Wv �d � ciets or rafters may be pene - trated with a hole no lar�er t}: �v1 1 inch diameter located at approximately mid - depth and midspan of the member . Any , deviataor. from this speciY'ication must be approved by the Structural Engineer . � T . Minimum under- floor clearance between earth and wood framing sha11 be 18 inches to floor joists and 12 inches to floor girders and ledgers . 1J . Studs in exterior walls and interior bearing walls of two - story buildings shall be not less than 2 inches by 4 inches . For three - story buildings , studs shall be not less than 2 inchea by 6 inches to the bottom of the second floor joists and 2 inches by 4 inches for the upper two stories . V . Floor joists shall be doubled under all parallel wall partitions . W . Maximum heights for framed walls shall be 14 feet for 2 x 4 walls and 16 feet for 2 x 6 walls . X . Dimenaion� for framing ehall be as per architectural drawings . 5 Erection & BracinQ Reouirements � A . Structural drawings are intended to illustrate the firiished structure with all elements in their final positions , properly supported and bTaced . The contractor is responsible for � providing temporary shoring and latera.l bracing of framing during construction to achieve the final etructure . B . When requested , the 5tructural En�ineer will furnish as an additional aervice temporary shoring and bracing reco:nmendations and details . Excavation A . All topsoil and organic material shall be removed prior to placement o £ footings or slabs . B . All excavations shall be clean , level and plumb . C . Excavation shall penetrate good bearing soil as specified on soils report and structural drawings . D . Contractor shall be responsible for shoring excavation i1' necessary . WF�en requested , the Structural En�ineer will fur - nish as an additional service excavation shoring recommenda - tio:is and details . E . Backfilling of excavation shall be as pez• backfilling speci - fication and drainage requirc� ments shown on structural drawings . Backfillin� A . Do not backfill against baseinent or retaining walls until support � ng slabs and ad � acer, t floor framing are in place or until temporary shoring is installed . B . In no case shall backfilling take place before ecncre � e in walls has cured for 28 days unless Halls are braced by special shoring designed by the Structural Engineer . C . Cantilevered retaining walls may be backfilled after this 28 day curing period without the support of floor framing or shoring . D . Footings and foundation walls shall be ba � ki'i11. ed to protect against frost heave prior to the aru�ual period of freezing temperatures . � Stee � A . All structural steel shall be detailed , fabricated and erected according to AISC "Specifications " , 1978 and the AISC "Code of Standard Practice " , 1976 . B . A11 structural steel ehall conform to ASTB! Specifi � ation A36 except pipe columns which shall cotiform to ASTM Specification . A $3 and tube shapes which shall conform to ASTM Specification . A $00 , Grade B . , C . All connections shall be made with bolts conforming to ASTM Specification A307 . D . All welds shall conform to AISC and AWS Standards and be done with E70XX electrodes . E . Steel bar joists shall be H Series and designed , fabricated and erected in accordance with Steel Joist Institute Specifications F . Steel deck shall conform to "Vulcraft . 6C 26 Gage Conform , " £orm deck . G . Unless otherwise noted on the plans , framed beam connections shall consist uf paira of ; inch angles using the maximum number of 3�4 inch diameter bolts called for in Table I of the AISC Manual for the beam reactions shown on plans . H . Ex�ansion bolts called for on the drawings shall be " True - Bolt " or "Red - Head " with the followir_g nimimum embedments : 1 inch diameter - 4# ' nches 3/4 inch diameter - 3i inches �/8 inch diameter - 2 - 5�� incF,es inch diameter - 2 - 1 /8 inches Provide 10 bolt diameters s �,acing between bolts and 5 bolt diameters between centerline of bolt and edge of conerete . I . Headed anchor studs ( H . A . S . ) shall be attached to structural elements as shown on plans with a welding machine approved by the stud manufacturer in accordance with the manufacturer ' s welding specifications . J . Furnish one print :snd one sepia of shop and erection drawings to the Structural Fngineer for review prior to the fabrication of any steel . K . Unless otherwise shown on plans al. l column cap plate thicknesses . shall be equal to the thickness of the beam flange that bears upon it . L . * inch plate web stiffeners shall be provided in all beams at all bearing locations and at all points where a beam or col�mn bear upon the same from above , M . Unleas otherwise shown on plans , column base plates shall be provided in accordance with Part 3 oP the AISC "Manual of Steel Co;�struction " for the maximum �llo•rable load for the column supports . ' ' ConL• rete � A . All concrete deaign is based upon the "Building Code Requirements for Reinforced Concrete " ( ACI 318 - � 1 ) . B . All concrete shall attain a minimum 28 day compressive strength of 3000 psi . Air entrainrnent stiall be �� minimum for all ex �erior work . C . A1. 1 reinforcing steel ehall conform to ASTM Specification A615-7k �d ehall be Grade 40 for {/ 5 bars and smaller and Grade 60 for J/ 6 bars and larger . D . Welded wire fabric shall conform to ASTM Specification A185 E . Concrete materials shall conform to the following ASTM standard specifications � Portland Cement : CS $0 , Type I Aggregates : C33 Water � Clean , drinkable Air Entraining Admixture : C260 Water - Reducing Admixture : CL94 F . All reinforcing bars shall be detailed , bolstered , and aupported in accordance wi �:.h the " Manual of Standard Practice for Detailing Re �nforced Concrete Structures " ( ACI 3i5- �4 ) . G . Concrete protection for reinforcement shall be as follows : Concrete poured against earth - 9 " Concrete poux•ed in forms but exposed to weather or earth - # 5 bars or smaller - 1 � " Bars larger than �{ r - 2 " Concrete ttot exposed to weathe:• or in contact with ground - Slabs and wal ; s - 3/4 " Other - 1 � " H . Lap splices in rein :orcing shali be a mimimum of 36 bar diameters . unless otherwise shown cn plans . Wire fabric reinforcement must lap one full mesh at side and end laps , but not less than 6 inches and sha11 be wired together . I . Make all bars continuous around corners or provide corner bars of equal size and spacing . Provide two , # 5 bars around all openings , extending 2 feet beyond edge of opening . J . Provide continuoua shear keys at all cold joints and elsewhere as shown on drawinge . K . All anchor bolts for column bearing plates sha �. i be placed with setting templates . All grout beneath column base plates and beam bearing plat� s shall be non - shrink , 'E �„hEC,.. , 1� ive - Star " oi equal . L . Eauipment sh;�.11 be provided for heating the concrete materials aid protecting the concrete during freezing or near - freezing weaiher . All materials , forms and earth in contact with concrete shall be free from frost , ice and snow . M . 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VAIL ✓ / lLA6E vVtST , Fi �.inlr Ff 2 — --._. _. .� _ _- . _ .-- �------ -'_ - DRnw � �� _ f 3 -5 - 93 E_ � S - --- - __� . . . - - - - - - _ - _ , . . . _ _. , _ , , . _ . . _. . . - . . _ _ .. < . _ . . -. - - . , :. _ : : : : ; : . ..; . w . �..:. � . .. _� , , � � • _ ' . .- .. . . . .. . . _ . :. . ., .. . . � .,-.. . , . . . - :. • . _ - . � T-- . . - - - . . .. . _ . , . . . . . . _. . . . . _ . _ . . . . . . _ . . . , . . ., _ . _ . . _ . . . . . .. _ . „ . . . . . . _ _ . �.. . . � , .. _ . _ - - r � � - -- - . . . _ . . . . _ . .. . .. _ .. _ . . . .. .. . - - - _ ._ . . . .. . . .. . . ... . . . . . . . . . . , . - . . . . . . . � . , . _ . . . . . _ . . . - . . " ' . . . ' _ "Y' . . . - — � . � ' . . . . . '" " " .. . _ . . . . _ , ,. — . . . . . . . . . _ . . . . . . . . . . . • �ee ► ¢�su � �9� , 4 � � , I i � � i I , , , I �� � � ��� ' S rNK� ' fio/, . ' ' � , ' � � j � � - _ ,_ � ' I � � � � i � �� , �� � i � � i � , L_.�-I � � - - - - - ` \ _ � � �� ST � C.� a � `� � � YUCL — � �- / \ • _ � > - i _ � i _ ❑ . - --- - -- ----� _ _ _ _ . _ — 5?BT t�LUs 7965 .5 � � - LEV� T IOI�I � WES 1 E � . � � � � � �� � � � � � � P�F �. � eV . = 79&8 , 4 � � i ' � , � � �� i � � � I �� � I � i I I � � i , _ � � � �� 1 � � I � � ' �n� � o t� s I� +�d.e i ' � i ' I � � i � ---� I � � '� 1 I ! I i , i I I � � � � �� � � — � � � i � � � � � T � �; � �,, � i � I , , a � � - � I, i � � 23 , 2 � , %' ST�cGO �. I � i ( I � � , � i � � � ' � ___� _._ _ _ _ I ; I I I ' r t � _ 't`_ , � � ! � I ! � I � � � �,_,_._._ _..._._...._._.�.,_._.-- � �„ � ��a^� F. ..p �.+^i n l, J �y� . I � !� r r , � 'y '� , ' � s � y�. - — — ! � .. •• �, � � � .. ' � � � J �F e ; � � ._�l... �r"'+i S "� �' � �., � ��� � � ?� �L.�� � �...,. � .,R 5�� �i�r0 j p ,_.i 'W u e `�l 1 ♦ p � '� � � '_. - ,,,, i , � �1 _ _r, , � � . ..... �. . E U I .. . F �::�...: a __. . _ __ ._ _ .. � . . . - — _ ___— _—_–T�. -i — - - — — — -- ^ 5 �-t' El.EUlr�ion► = 7 96 53 ' . � � ST� ELEV�I T IO �V SINC. LE FfLMILY HC1ME" F� � IZITR MUE �CE � ��r.wN a�l EL�VAT"ID /VS �G/� LE �4 � = I �� �ELLEQ LOT 11 , V111L V /LLAGE vVEST. FfUNL. �` Z � --- -- -- �eAw � N4 s -s- � 3 E - Z - ' �, a. �.:� - - ^• ° .:, - - » � : • _ _ _� . _ _ _ - _ - _ _ - . s: / IMPROVEMENT LOCATION CERTIFICA ?E - I hereby certify ihat this Improvement Location Certificate wos prepared for RICK MULLER, that it is not a land survey plat or improvement survey plat , and .hat it is not to be relied upon 'or establishment of fence, LOT2 building nr �ther future improvement lines. gkQ i further ceriifv ihai the improvements on the abooe descriped parcel on � � this date, r. , .;. ��d3 except utility connections, are entirely within the 4.�� �j0 � � boundaries of the parcel , except as shown , that there ore no encroochments N 10 . s upon the described premises by improvements on any adjoining premises, LOT7 except os indicated, and that thera is no apparent evidence or sign of any �y easement crossing or burdening any part of said parcel , eX�cept os noted. i 1T. � _ _ _� �s. - � ,y�, iiote: ---� - = � L� _i�-r � .,x}as.� ��/ � �� tiPPROx !". E- rii�RLiNE �� - - - Stan Hogfeld!.�.�. ri CREEK Colorado P, C'$: 28599 S� . 'O � APPROX . 10U YEAk F100C � - . �. . _ � PLAIN PER GORE CREEK _ EDGE CREEK FLOOGPLAIN iNFORMA7iUr� . � FOR VAIL, C0. � ! � — - -- �- -� PREPARFG BY HYDRO-TRIAC, �� ?`� ` . .. _ _ _ 1 - � JUNE. 1975 - -- � PiCTiCE: - � - - - � � According to Coiorodo low you must commence any legal acti�n based - - / Uiq1T: lI�SFMEN ' � ' upon any defect in this survey within three years after you first � �" � - �'iN �c CnN �5, rv�i ;f` 98 discover such defact . In nc event, mpy ony action based upon any � � defect In this survey he commenced more than ten years from the SCALE : 1 � � _ � � � � � , ' dote of the certifir_ation shown hereon . DATE OF SURVEY : 8 /I !�/ 93 _ � � � � � � . 4� _� � . . �EWER MH. A � 4t .2 � 1 RIM ELEv. - '96a . ' . r�v. FLE'v - � 95 :' . `�� � ' � � / / I� APPARENIT SEWER LINE SE`NE� `: 1Nf- - � � � , � FASEAIENT -� : - . , . ` i ��` \ � . - ' � '- APPROX. 50' CFIiTERLWE _ . OVERHFAD POWER LiNE - � ` CREEK SFTBACk� � ' �;�� ' LOT 11 , _ . �:, . ',33 nc . , Nc., . r� � �", �: �� _ ; h' f. �i, �._)\ _ I �� ' . � � 1 SEWER MH . - - - � � � � � - - � 7? q . � RIM ELEV. = 7962. 1 . _ - iNV- F �tV. = 7949 .3 � a� � � � ` � SPr°,T ELEV = . � n '965 ' � � h �l ' '. `� . ,. X� .� � �,�. , � r,nh•T . -- - -- - � ��GNC . ��AL - _ � .� � . i vj 4.`S , T ` ` 3 3; �4' S� �I . ,� KUlif PEAK _ , � � . � .- , � � < < E� _ ,9884 � 3 � � LOT 8 a rO V LOT 12 � � °� T � G '.. ! 7 STOkY WOOD FRAME BUILDiNG � � � _ AI=�DR"tSS �. ' ?53 SHASTA P�p,CE � � � � � � $ � a W a ��. o_ � CANL '` M �u / M �� � ; . ` ���' . � 3` M m rn O . '- � ^h� • � ° A 2 ^ , � � � �' � 'S >. CJ tib6 � 0'. � ' LWE OF : r�� - _ � Sv.;� .t ... 9!'rPCNT �a ._ . RIDGE ELEV. j .� ' ` , r�u - 1 = 7977 4 ' ADOITION � \ / �S� . i h i � a 16.6' O. � � N j 0 � GAR4GE RIDGE �� ,i �°� N 15.5' ' � � DRNEWAY UNDER� � . CONSTRUCTION � . ,� - . - -�-- -�%� :: , LOT 9 . - PHONE PED. ROCK WALL � - � i \� °-- - ' -'- UTILITY PED. ' �, � i /; � 'S , �t� !� ��. � , S � h�qs ,;�� , �� , E��E �R��E R a �asoo3� '� � / - ��� y IMPROVEMENT LOCATION CERTIFICATE � m 2s.s, ' �y�,� , LOT 11 r = 13.65 _ FNO. �,�; . A ,,,.�;N RE�A� VAI L VI LLAGE WEST, FI LI N G N o . 2 � TOWN OF VAIL , EAGLE COUNTY, COLORADO _� c3` ��9 HIGHWAY 6 k 24, EAGLE-- VAIL � � O'/ P. O. BOX 1230 -•� EDWAR�S, C0. 8� 632 303 949- 1406 LEONARDO 8j3/93 JOB No . 1943