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HomeMy WebLinkAboutLions Ridge Filing 3 Block 3 Lot 4.PDF • r � k APPROVED BY THE TOWN OF VAIL DESIGN REVIEW BOARD DATE: a , - � � • � PLANNER: r , .�.�...r..,......,. f •t .'n•,i. ,�.. °- .. f� - �, re+=�'f.•.... ^,n +,:; x . r• M- .,»'nrY'•?.'wctr..4',�+'s.. ....- -._.._ � �±r..._.�..�waR.�=•:",ti«.<ri4''a-r»*:,e'<.'i+.t' -.r.. Hx'` ,-x,- i�.E .+r`6:x �;�^ 00 _ x - _ q,x. _ ++ 'wt:..s.-., - - -''-c' -="'arson�." �i,•.`I+`�.' f a--.�- �.:-�.n x �`"J ��. T�W 7�Y ^� 5+ KeA { p mmo 1 e 1✓ .L � �r� • � k � � r � � � 3f � V v f, � � - r � � (;v�Ic M-� � � � ' �' ° ,.-� •..�., �.. _...�:. � ' r - �►_ __t 1.1 I�'P�;; I�' +. .. ,� J i � - .. - ,, i �{_ Ak s,a.w,^«^.^/^.,.""^`..�...f...,�..a-v.•.:..-x^r.-.....� i �,.n�,s,.�„�,.�. 4-,.c , mm .,.v-.=....w-»,-.- �.-......a. .-..,. _^_smarm-.Ff %5 _ ; �-4: _ .� � r irz-tags� '!fir _ a �t W 17 L.zmaL.. -- - � �'• �...�....�.. .._�..._.___..� .._ • � _.��,ax7G��;�tt,;�k.14��,•�_ . �. __ T����-,�.�► L1 PP� ��:�"�' � �(o`y'?j �1- ` n _ ,� _ JbTol. 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' '\-•~�.•_�'"�"'�"_--�°`'a$ -� _ _ — ' -- �' - _ � .... ` ' ' _,� k ,. _ � -- _ y t ' _^ - � � - � ♦� � 'err .k�7„_` y' _ tea, diL " A, ' a w 2 J ' N H Q v wl I z 0 0° rn a O \ _ co 8130 ,y co _ 0 CIO C0 POWER POLL 40 O ' I I ' w EL EC !RIC BLYf 1 I " /1 N 340 30 42 W 302.l I - t LECTRIC VAIn T e UTILITY EASE Mt V1 ' J r t 0- ' ELECTRIC MANHOLE I LT -CATV BOX 20 /0 0 20 40 60 I I SCALE l" = 20' LOT ! I CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BRG I8°O1' 55 17721 55 77 28 12 36 54 N 5/°33 39~E ~ 2 504.9'37" 60796 61 83 3094 61 80 N 45 027'29"E If I FIRE HYDRANT I i i CA 8120 1 GATE vALLE , z 0 1.1 4-1 C BASIS OF ELEVATION I J MHC4-1-C, RIM= 811722 ' INVT OUT (SW) = 81095' 0 - _, : NEv - N 34p 30' 4 11 351 . 65 i I I L. Y T I --� 0 �ti `y TrrAN �C RMt N � s ` z Y_ r•7I NC I 3, -, BURIED UTILITIErS LOC•>TIONS ARE TAKEN O a 4 9trAW � �✓I - 52�'�� I `�� 111 0MaCOMPANI S MAPS LISTEO SUPPLIED 1N THIS UTILITY S LEGEND - 'c ALL LOCATIONS ARE APPROXIMATE UEv_QSD SANITARY SEWER _ PUBLIC SERVICE GAS LINE - -- - ' ION �� — HOLY CROSS ELECTRIC CABLE _ _ HERITAGE CABLcvISION TV CABLE J — — UEVRWA WATER LINE (hV am ; -OT 4 ,� ` X 114 m OCJ ry Q) r f iV R l0 u rrL,rY E till AS E MEh T. � -Ft%UND 4 3 0) 11 111111 '00 S i A I I�J 0 1 1 r` I JeC r , mP.l FOUND I a 5 tiG1� 1 �� IVI p1�ov�M ("5. hu CHISEL 'X• ,, W � r ON NOCK 7i 3 1 - x I s j -MAh hOc_E k V / / U-) O V1 / •�/ W 3 4.j 1 LLOYD W POWERS, A DLCY REGISTERED LAND SURVEYOR N ThC STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS DONE BY ME � � ,��L W ,) T15 p? I,AaD? W DIRECT SUPERVISION AID THE HORIZONTAL AND VERTICAL MEASUREMENTS }{- ARE ACCURATE 70 THE BEST OF MY KNOWLEDGE AND BELIEF i ✓ LIt7� IZ �Gl '� " �/a1 L• Lt7 . �- t, 4F- S 51 . Fkavlolon r, LLOYD W POWERS, RLS 13�UI °'°°x °'° Inter-Mountain 009 NOTTI/WHAM ROAD SUITE 101 • (8ON, co410.81880 �i nQrjIIe,�'.•l'lIIgLtd. 1.ao`soa wRTO as (>O�)�4P-a07t IAKEwOOp,G060.�OII4a v l .»1 w A937 5S - NOTICE: According to Colorado law you must conm TOPOGRAPHICAL SURVEY M1 ence a•..�•► any legal action based upon any defect in this survey q K LOTS 4 a� , BLK. ft"1l 27_gg within three years after you first discover such defect. In no event, may any action based upon any defect In Dow"or ..N•'L W P LIONS RIDGE �4, 3 this survey be commenced more than ten years from the date of certification shown hereon. .►qz3 i911 T OWN OF PAIL , COLORADO J, -w�>.2.•~� 5 I�w, , `► PROVED By THE AP of VAIL { EVIEW DESIGN R g - DA LANNER: f • r x - - a , � ~ .rte .�.o... ...w.w.•w�v+w�..+..�.....�.-_-•+.ar....._—.-..w............r..-...-_.�.._-_...-......_......a......_�._...�..+...�..._�...�.... ._ _ _i � 771 1.��1�.�ix•_ _ V O ty 1 • f''� y £4 j � ,� v '� I_ +�+'�� ".. s't r> ;r.rMn si x y� ! z\ FiLL Mica r-772777 7 �7 . .3 e x g �. - a �.e � � � �, � - $-3 3! 6 3'-0' S'-�'' 3+.6 .�,.�,��r�.� �1i s�-.e,�r��yv ..••�r:�-e �� �" �� Z�Z jmrL , NOW �_ acv` wo gE lte. N :A� StG�d c Al IM . , ret r ' ±-tO!! r-•i0 - ., !r ��l J l i 3�NVVw - I D N 200 NO � 4 New Q` n . 1 i i 1 I ' '� •: .W 3 Q0 lip Ole 0 10 k7z 10" 1 1 1 . I I 1 1 I _ 1 .f► 1 m� , I� �- / -, �, .L .: . 7 l 1 1 0.,OOop .. 0 4t ' 1 tp H VJ ' � 1 3,1 7 VA 31 a9 1 Ozie � 1 96 'ZO9 00 1916t►os Z r ' Z '1L i ,i G9 / 009/ l 1 1 ° Sn iov6p dl'l34 3A800 I r 4 r , I o of oz - XUA A I dJ \'\ "I 11VA ' / 1 . . r14 M N• .M rrrWl '�r a.n i rn.� .�,«N, ,� X141+. A � "Mr'"R,A MI „r M'M�.�' 1 i I I , I 1 Y THE _ APPROVEOF VAIN • - ___...___.r.�.._w~._. �.. `'� TOWN BOARD DESIGN REVIEW I -- DATE: m rap age 9 _��r G.1, GPI P�ANNEFt: (�GC.o 1i 4` ��ir d,•�.@tad' ,LI � 'IT �► _8 i�'z,5 g3�7 I �___- _.._ �._. - _ �_ ��--• „�., ..�..�r. {' � ����- 813 3 � It IAIU. � E i ' � it - - -.- -- -.�-'id✓t�x, ����� ,���. C�� 9 L IYqI rNOV- MOINA. C4- III Iz .J�-�+��V4IS.LJ�f _ - _.�., xw'�1 r'� f ' i �•� ��,4 _ - .. _ yClo Gam- �.S ✓ x = �°'' - - - ' I"`ss 1.X., /YIL p - W J ` • \� :+. r I7�C�r/ W t' I 4� i' t Iii ` - 3/fit- � � _ - c t„t � �.1 ^ t - ` /�y-- ..,. �. . ~-a t>•.. /� � s .j' / p• ., �. '� l •``", � - ....... ._..... _ .... r�iYx.�i!! 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[ .._. .. .. . _ .rr.r.+n.r.su..v..+w.u+..a.s,...r.....cu,.c..oaa-.,,ra...:++..o..t.ww..rr.«....+._.oay...+..ws...-+....-+,•>+„e • .. A * ' Jc iw ;>I Pf I L.AZS vqy _ - �!�' `�.._ �� - - _ W---.�.�►,i��-"�.�G• --f C3t�.. - _ X171�C- ' ��� Y>�!�'t' �1�i f�.`?• ,. LX f - - W 2 Q Q W� 0 0 �°. N o N a)o 0 0 co �I , ` 8130 CD N N 00 C _ � W I 1 CD Co O POWER POLE W� / � ELECTRIC BUS( I ti GUY WIRE ` I 1 / I / l N 340 30 42 W 302.1 1 ECTR/C VAULT � w lO� UTILITY EASEMENT � f � { � II d 1 ELECTRIC MANHOLE CAT V BOX / / l 20 /0 O 20 40 60 / / ' I l � l 1 / r l • / a SCALE / 20 GUY ` WIRE SIGN 3 I DIA, � { 1 R C. / z l / �.. 11 II I / I � I , , CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BRG AC I 1133 S ' I I 1 / 1800/' 55" 177.21 55 77 28 /2 55.54 N51033�38NE 2 5049'37" 607.96 61.83 30.94 61.80 N 4502729"E � � I FIRE HYDRANT / l I I I 8120 II I N GATE VALVE BA ST S OF ELE ION-o MH C4-1-C o MH C4-1-C, RIM=811722 I NVT OUT (SW) =8109.51 J / I �� ' p t IIN134? 1 l i 10 UTILITY EASEMENT / l N ` ` �n � I , 1 ELECTR! � � O , { ?. 3 � ')Jr rR NS ORMER ` � BURIED UTILITIE LOCATIONS ARE TAKEN ` a A I YTH � �.. r FROM AS�6111 T_ MAPS SUPPLIED 8 E ' O #4 R1 UTILITY COMPANIES LISTED IN THIS LEGEND. #4 REBAR /O` UTILITY EASEMENT /- / / � � � � ' CA ALL IONS ARE APPROXIMATE. LOCATIONS _ UEVCSD SANITARY SEWER � t / � � / , 1 z PUBLIC SERVICE -GAS LINE / f I / 1 I n IGN HOLY CROSS ELECTRIC CABLE I I I ' � • t � / � k HERITAGE CABLEVISION T.V. CABLE O •r• w.. , / I E UEVRWA WATER LINE N , N \ 1 / � T 4 \ \ Z /.8 9 A R / -- II UT� _ LITY SEMEN EA FOUND / /_7 - -- REBAR dPLASTIC CAP I " ., / / / -_ /'!8 C.M.P. CULVEf+7' L.S 11413 / /__ ; 1 S� o a 71 - o �♦ / / ♦ � l 1 C ♦a / / W / O FOUND M CHISEL X l ON ROCK / I ' r / C a an" ...•' Y O I MANHOLE ^ NNI NOTE M1 LOTS COVERED WITH SMALL AND DEAD ASPEN TREES lt) �! �Z (j) o W 3 Q: 1 t r LLt7Y0 W POWERS, A DULY REGI.4TERED LAND SURVEYOR IN Tom' STATE OF- COLORADO, DO HERkBY CERTIFY THAT THE SURVEY SHOWN HFREON WAS DONE BY ME 3 C R LACER MY DIRECT' SUPERVISION AND THE HORIZONTAL AND VERTICAL MEASUREMENTS ARE ACCURATE To THE BEST OF MY KNOWLEDGE AND BELIEF. y Opt. Revialon P.0.80X B7d • $U1TE 301 0210 NOTTINOHAH ROAD � P Inter i�►Iountain - 1420 YANCE STREET a r (308)24p-4072 EngnneeringLta. f303)232-0158 LLOYD RLS AVON,coLO.eid2o . IN. POWERS, l I LAKEM000,GOLO.80236 04.19 TOPOGRAPHICAL SURVEY �'89375S NOTICE: According to Colorado law you must commence ""-'''- LOTS 4 BLK l.w.� - $t 5 3 11 -27-89 any legal action based upon any defect in this survey A K C ; �^ f, within three years after you first discover such defect, c,ak.a M Stele I In no event, may any action based upon any defect in L W P LIONS RIDGE NO. 3 1"= 20' _ this survey be commenced more than ten years from Field ft" �1c -f'0WN OF VA11.. COLORADO ta..ttaaa F 3 the date of certification shown hereon. 23 , 0 1 f v t . APPROVED BY�I�E TOE OF VAIL y.� BOARD DESIGN REVIEW ! PATE:......_ _ f PLANNER: ....-- rt. o Co -�-- •, �I�� - .1 f.�.r°-I.-.l.. SIN ��, I�-i-�,� �\ ul 7, f �:I �� Imo' � ���-� .� Imo• � --- p 4^ - Lam-+• e r- �, �-- .�� ' '�.' "i-- ���� ►t-ICI-I-� �� Iii Z 0 - w% " ` � `j ` SECTION D-D 118" = V - 0,", M - _ -SECTIO it ou SECTION C-C 1 /8" - it - 0• - SECMN ,A--A, 1 /8 = 1 0 U � O h J ' I'•�I PLANT SCHEDULE - 1 � 20 SETBACK O *cp j71 dc?V fa� — — o .. 0 0(0 ) -0 - Io r( 7 ul o fi a -3 11- �I .0.0 IJJ (n G1 �.� 1 - Z D1 N D \ J HEDI L - . A �., LIGHTING SC W '�-:. RE IDENCE` _,_ '- � --- �,tom• � � �- ' ' '. . ' . � '=GVttti�1— ,�� ..�'°' �G� GARAGE- ° : ' ~ LV Q {- w c� / f oc w O o I - � ® � e= L-9L Date, Scale u � Drawn - r 1 /8 = 1 ' -' Sil, ' I 111 - J/ • 4 ' r •� _ I i r r I I t� I 1 I !t/ • 1 1 "114e� x 144 r—'=1 9-1 el LU ' r -�`I�LT� �� �'1= �`I�-1 .►� ice. �.��..F-I. �--•- „ (� s —►-"L�J. I.� � al� -tT4 0137, SECTION ,A—A, 1 /8 lilt- 1 ' — 0" SECTION B-B 1'/8 = 1 ' — 0" SECTION C—C 1 /8 = 1 ' — 0'" SECTION D—D 1 /8 = 1 ' — 0" C'7 i Ht7P PLANT SCHEDULE' 20f SE 07 ' 2 I o _ s 1 G�� .•. �1=U� �I I—� et owl Ul 0.1 x 24v •� ��I \ W ___ - �5�,.� • LIGHTING SCHEDULE RE§I ENCE ;, • I = W � own of Vail Community 42� ' _ Development 1 I \ Plan Bull Health fire � are ed O O Ct 9/0 0 10 .� ° � � ` %. -'" Va+�dity of Permit •z 1 sec 3 (c) f9 UE3C �•�� _ fir,^ ;r-s.�ance or arantlnri f a p£� r+lt or approval of puns anu •�llcatlons shall no; ire ons rued o ba a prrmlt far. o an ra,. i ,It�c,oval of, any violation f a;�y �� s r,l� c ., � � --�' Approved as Submitted W or of any other or inan. Appfo�retia Noted Q GAR/-,GE 2�, 3 carmlt based upon plans, specifications and other data shat GAR/°,GE nct prevent the building off clal from thereafter requmng the BY: - / correction of errors in said plans, specifications and othe• _ = o ata o • • • ATE Uj - f 0 W 0 Q o _ -- t - - W J / � / — � I�I�I - Z V XYS 10C 6 i 0 r ° �s r1rr co ��I � / I r {�� .I L— ,�.... F-f- t- G I •� Town of Vail S cale Dry' 1 /8 = it — 0 ti Y t i I s I rW� rr 4 tC.O 01GOt-.iG. - ---2/I 1 1 C`f4r eyw—'gt3o _ _._ L' "j �_ 1 yG.,�\ �:- M' - 4M r _ C-91 LP R- I roov- 46 L*-r- � � - - - _.__ --,r— , ---&i yr.� i � � _ - ._f���� n R ~� --_-_____- M � _ , �.-. � Ts�_P', �►�f1,5 f - _ I I ; �� � tom.,�l�b�r�,'' � � ( � ,��{�,� � 1 . � �. � � ��--_•;�'=�'� �-4.y��E_,`1'�.'� �.;G�-„ �'r'� , a - . f "YCe` (fir -rig 64Y Lodi Ero:. F - _ � _ "f I � i`_;�I`.'_!-_i��..'-�,...,�' -- - ------- ��'�2��2•' �►J GtiL �'�°b,Gl��1"5 �T�(�l�} f µ , f NTrg Lu El E:I _V itjNl gj00r!___ 4. ( M691 Lim, 6M4 LOU w } t �• -._ _.� �f r - �N e �zt t s r �J F _....--•_ , •_—__ -—�—���`� �„� - � j� `` �(�I]�I�l f + v ` ... r.. ' ` ._-....... w4Y, ` ' • , . • 1 , - � L �,l YY �� -IN ` Lii_ Jr . - t , �� �SG �V'0 r;W 1 t + } ,q m s.t,_'n 4 _ ..".1' :M�•^.,—^+' _ I �` r J/A _ ' r...r 2 Tye - -�'�,,�(�' C GD, TS ; I __ 1 4 i — . 4 _ `§' •`R� FS Xr +FT A $ e.. {ff/S) 1 C • — _..t' / jt "� (!Tf t d �!r $ !S �V l tl ”1 `ilk� �'• \ , 131r:.................... DATE--124-- �a Ti -�fv -. Lam. _ ^,- _-- - -_ _ �- ( t K j`<w_ - _7 ,! ` _ - t� r - '/° f, r � . W!p ._,..>_, ._. . �•, i r �, ' _ ��'��� C�l.Yf7��� • •� ����t II 7K+SI'r _ s4j i{� t -_ � - r v ' � ' ! j � _..__ '-__.__°_ /� ! 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BIG 2 #5 cont. —_1601 a" fill Boo in, L7— Section J Section H V No Scale No Scale L i�wewt ?/,Z IX '71E5 2- )U410 A 2 h5 cant top &bat • I/2"dia.A.B. @ I D.C.' 10 2' 2 45 cont top & bat. V-111 @ 4'o.c. ::z� V2 dia.A.B. J 1W 85 @ 1 all 2" #4 16" Varies 2 #5 cant top &bat. 85 012"o.c. 4"din.perforated PVC #4 @ 24"o.c. 2' 6" 40 drain In 1'x 1' ravel 16 1 Boo D.C. and filter fabric 4'-0" 1,2"exp. material fz: U.WO 10 ------------ A L� t-!2 C-,r Z'�7 #4 24"a.c. N11 • 95 @ 14 D.C. 18 t @ 10"D.d. 18 X-C 1 4 a C6 4"slab 2 #5 cant. R slab [4" 8" 14"[ 2 #5 cant. 3nt 4LW 8" 41-Ols 1.6" Ll Z' 4"dia. perforated PVC drain In V x 1'gravel Section G Section F Section E filter fabric to daylt No Scale No Scale General Notes Specifications This structure has been designed to meet the requirements of the 1991 Uniform Building Code with amendments as adapted by the Town of Vail. 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 imohed. The General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for the means, methods. techniques,sequences and procedures associated with this project. Furthermore, he 1 12"dia.A.B. @ I' o.r- shall be responsible for coordination of all work and materials including those furnished by subcontractors The Structural Engineer shall be contacted during the construction phase to make the job site inspections necessary to confirm that the actual field conditions are consistent Frith the design 85 cant.top 9 hot. assumptions and that the construction is proceeding according to the plans and specifications 2 #t6 Q) 16"D.C. LiNe Loads Used In Design Is 1/2 "dia.A.B.@4'o.c. 112" expansion material 1/2 din.A-B.@ 4'a.c, Roof 80 psf 1(r Floors 40 psf To Decks 125 psf I L. N\'_� Earthquake Zone I UBC 4"slab Wind 80 mph 2 #5 cant. 2 #5 cant 00 0 85 @12"o.c. 10'-0"} top &bat. 4"gravel 0 0 top &bat. The foundation design for this residence is based upon an assumed bearing capacity of 2500 psf and an TOWN OF VAIL #4 @24"o.c. 2" 6.0 #4 @ 24"o.c. \Pour slab over assumed lateral pressure of 45 pcL The Soils Engineer shall be contacted during cxca,.-ation to inspect the 14@ wall w/14 dowels site and confirm that conditions are consistent with these assumptions 4*-0" 1 @ 24"on center 4*.D" All framing lumber to be#2 Hem-fir or better • at AM11SIM 1 All nucro=lam's to be manufactured by the Truss Joist Institute and have an Fb--2800 psi 1/2-exp. material 1/2"dia.A.B.@ 4'o.c. Ul 2 All TH joists to be manufactured by the Truss Joist Institute. All Glue-lam beams to have an Fb=2400 psi 18 #4 @ 24"o.c. #4 @ 24"o.c. All connection hardware to be by The Simpson Company H___95 @ 16"o-c. 18 6 18 All roof decking to be 518"C-C by 32/16 plyWood r 6- All floor decking to be 3/4"C-D Int-APA 42/20 plywood •4"slab on • r IC HA I All wall sheathing to be 1/2"oriented strand board all 2 95 ctnt. • L-4. all All concrete to attain a compressive strength of 3000 psi in 28 days .•••010, 2 h5 cant. • All#4 and i:5 reinforcing bars to be Grade 40 All bars#6 and larger to be Grade 60 E 0 %• din. perforated PVC EF 2 N5 cant. all 14". all t4'���4"dia. perforated PVC drain in 1'x I'gravel and 14965 4-dia. perforated PVC 2 -#5 cant drain in Vx 1' ravel and drain In I'x I'grawl filter fabric &filter fabric to daylt. filter fabric Section D Section C Section B --,Section A No Scz'� No Scale No S"-le No Scale OF C A Z-11 L-t 0 ki W Z_ J Q Q 3 Q) 30 III � �. N _o N CD O o o a 8130 N 100 co ca WI l � Go co O POWER POLE W co I0 ELECTRIC BCK\ \ d l / / Q1 \ I GUY WIRE , I 1 l 1 /, I N 34 30 42 W 302.l LECTRIC VAULT 14/ l I iTr�I I � I �TT CAT V BOX lO' UTILITY EASEME NT- _ ELECTRIC MANHOLE 20 /O O 20 40 60 SCALE LE , 20 GUY WIRE l I ¢ � W t SIGN { R CK / I O � ' / g CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BRG �3 ACR S $�2 p I 1 / 18001, 55" 17721 55 77 28 12 55 54 N 5/°33`38"E 2 5 049'37" 607.96 61 83 30 94 61 80 N 45 027'29"E I I I RE HYDRANT I i II ►. � � � � � I I —8120 I GATE VALVE -o� MHC4-1-C BASIS OF ELEVATION MH C4-1-C, RIM= 811722 I NVT OUT (SW) = 81095' � / o - ! �/0 UTILITY EASEMENT----4, ! l I/ I I I I 1 f / / l ' I ELECT I '1 O l l �N 3� 3 4 / 13 /.. 65 I TRANS ORMER _ �� e BURIED UTILITIE LOCATIONS ARE TAKEN I I I D�g��6 FROM rAS-BUILT MAPS SUPPLIED BY THE FOUND ;af Q a4 R£eAR —lo' urlL/rr EASEMENT- / ;� / / / I j I I j UTILITY COMPANIES LISTED IN THIS LEGEND / ALL LOCATIONS ARE APPROXIMATE. IT 1 0) / / I I --a- UEVCSD SANITARY SEWER (0 / / I ' I I D PUBLIC SERVICE GAS LINE I � rA D HOLY CROSS ELECTRIC CABLE _♦ / / / / / f W IGN 1 HERITAGE CABLEVISION TV CABLE UEVRWA WATER LINE I � \ I / I �qT 4 /8 9 A RE 114 m ) / i 1 8110 /O UT/L/ry EAS EMEN FOUND / 117147Z—AR d AST/C CAP " REB PL I 1 / / / / / � � I8 C M P CULVEF,'r- LS //4/3' 7 of N O 1 34. � , - r / O W Q F UND / w < CHISEL "X" I ON ROCK-'11 / / r a 1 , "< �,<, OF V A I L NO MANHOLE Y.. DAT --- , V ..._,., a ... ._. . NOTE / LOTS COVERED WITH SMALL AND DEAD ASPEN TREES Llij C / / C) (r) / W 3 C I LLOYD W POWERS, A DIA.Y REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY SHOWN gEREON WAS DONE BY ME OR Lr40ER MY DIRECT SUPERVISION AND THE HORIZONTAL AND VERTICAL MEASUREMENTS ARE ACCURATE TD ''HE BEST OF MY KNOWLEDGE AND BEL/Er' 1 r r Cr Date Revision P O BOX 878 Inter-Mountain LLOYD W POWERS, RLS 1901 ///16/33 ADC ASPHALT SPOT ELEVATIONS o910 COLO 81820 ROAD SUITE 10! AvON COLD 81820 s e 1420 DANCE STREET �' (303)949-5072 Engineering r te. LAKEWOOD.(303)232-0108 �•laer TOPOGRAPHICAL MAP �)89375S I. \� NOTICE: According to Colorado law you must commence 0-- By o.c. Issued f \ any legal action based upon any defect in this survey A x C LOTS 4 a5 , BLK. 3 II - 27-89 within three years after you first discover such defect. o. ... „ In no event, may any action based upon any defect in L W P LIONS RIDGE NO 3 I"= 20' this survey be commenced more than ten years from „a„ ,,,, Disc �••, ,� the date of certification shown hereon. 237/91 TOWN OF VAIL , COLORADO I oFl