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HomeMy WebLinkAboutLions Ridge Filing 3 Block 4 Lot 2.PDF 5 N N CD L v JR Q Aspen idge Road Plant Schedule � o �� �� Sym. Common Name Scientific Name Size Qty_ CZ I Blue Spruce Picea pungens 6-8' 1 o 0 T / Blue Spruce Picea pungens 8-10' 3 � 0 o N, Blue Spruce Picea pungens 12-14' 1 O 00 I 24 Co • N � � C�.C'`G- � •:.'• �• '.• � Quaking Aspen Populus tremuloides 2" cal. - • • �` .•_ • • °� Quaking Aspen Populus tremuloides 2-1/2" cal. 17 + Quaking Aspen Populus tremuloides 3" cal. 11 Ln Z. °z' + •'• i4 • ' O Alpine Currant Ribes alpinum #5 8 ,° ° „n : `� Rabbitbrush Chrysothamnus nauseosus #5 5 °Z + 1 h ° •:, �--!; Transformer r 0 01, 2 • • •�.; Existing Residence Tall Blue 84-io , •, Silver Sage Artemisia cana #5 11 � 1 I + y.. — •• . . Zvi� •::�� \-- Klondike Potenhlla Potentilla frulticosa 'Klondike' #5 7 N 2,�; -�°°� �° ° •;.' • :• ' . �-col --•� Common juniper juniperus communis #5 9 0 Z • ��• O Saskatoon Serviceberr Amelanchier alnifoha #5 8 ° - .� 1 O Y o �" ••: ` ` M Dwarf Amur Ma le Acer innalia 'Com acta' #5 4 Q g p •: i me Mugo Pine Pinus mugho 3 4 B&B 1 Native Rose Rosa rugosa #5 3 a ,�.— — �.•' •'' ?. :�:�'' Redtwl Do wood Cornus sericea 'Coloradense' #5 4 0 �( zyzl " :.:•:: Garage FFE 8465.00 �' v O g g a. — �"° 65 0' Asphalt Drive :' '' ' �_ • ... • . ;• , � -� : Native Seed Mix Mixed Annuals/Perennials Mixed 4" pots, 6" o.c. 30s.f. --- --- � � :.;• :'' • • ' � \ � � �v I I it l 1111111 lllli l�l Existing Aspen To Remain g2 I °�" Zh' L492 General Notes/Specifications • Exlstln Residence / �����uGf'�i-� �� ��� 1 All plants shall be "Colorado Grown", if not available, "Colorado g �.� P,4 - . ' Under Construction / Fielded",or Northern Grown" may be acceptable Aspen shall be nursery 1 ( ) / r�; grown _t 2. All plant material shall be placed in pits having a maximum diameter of �� •• / 7018' •/ / ��. ///// �Io I ` 150% of the plants' total root ball or container volume \� / / (� g • { /� / 3 All plant material shall be backfilled with one part well-rotted '• Tr 1 � 1 , / �� •.• ,/ , ,�/: �r / -Y, manure/compost mixture and tilled into rock-free topsoil to a minimum depth 1 ! �'10 Z'14 / / / • • ./ • • ^• • ° '/jam �f-1a,�C� �j s f `j Lower Level FFE 8473.16 �1 Lo ,. ',. - �. . =' ' .• G� � � � � 4 All shrub beds and tree wells shall receive a minimum of 3" shredded Z.. � �- I Z�z '.'• Patio FFE 6$ / • .• •' , s ' hardwood bark mulch Stone / ' ' • ° :/ _ / -$ 8481.41 6 1 • • ''. :' S. All evergreen and deciduous trees shall provided with a tree well at its 72 83' •� / S •�' ✓° w Dc base Wells are to be earth constructed having a minimum shallow depth of �/ .. ••. p f� / / 006f / •.j, � � � g � 6 All deciduous trees 2-1/2"cal and over are to be staked with 6' steel "T" • •'•' ' �� stakes and guyed with#14 gauge galvanized wire and 1-1/2"wide x 18"green / I / •"' ' •� '. 7 ' # '�11�1 1i1,':•• �/ .- g •• ;•S S y" ° nylon tree straps, all deciduous trees less than 2-1/2" cal shall be staked by 6' 76 / . . •'• •� t • • g ;/ � ..• o. ' � lodgepole stakes with the same guying and wrapping specifications 7 All newly planted trees shall be rootfed at the time of installation o / 275 '� 6919' Rootfeeding shall consist of a liquid root growth stimulator, including vitamin �� / '•' • • Surface El 7219 B-2 and aslow-release fertilizer composed of 14-14-10 + 2% iron Q2 Approx. Location of Sub-Surface Rock Outcropping W g / o l z." �� / / / / 8 All shrub areas shall receive Mira-fi filter fabric 'w t/I," � / 0 / Boulder Retaining Wall (Typ.) � / / � 9. Unless otherwise noted by the drawings or technical specifications, all / i% ° / / / / / � � planting beds shall be separated from sod and native seed mix by 1/8"x 4" Ryerson steel edger Edging shall be tacked in place with 12"edging pins Sandset Colorado Buff Paving W/ Snow-Melt Below / / spaced 40"maximum 10 All newly planted shrubs and trees shalt receive drip irrigation, all sod areas Q areas shall receive spray irrigation with 100% overlap This system shall be automatic Temporary irrigation shall be provided to all revegetated and r / wildflower areas for a minimum of 30 days, thereafter reduce watering Q Grandee Model Spa, Manufactured b Watkins Manufacturer Corp., gradually p � Y g rp � / � � g Y Vista California Set On Conc. Slab and Retaining Walls W/ Buff Sandstone Ca � � g p / W / / 11. For all areas receiving Bluegrass sod, apply 20-10-10 fertilizer at the rate N of 5 lbs per 1000 s f prior to the laying of sod 12 Mulch all sown areas with 2-3" of straw or hay, free of weeds �LQ / �� / / / 13. All straw mulched areas are to be tackified with approved organic tackifier at the rate of 120 lbs per acre 0 14 All herbaceous planting beds shall be ammended with well-rotted manure/compost mixture(one cubic yard compost per350 s f,one cubic yard manure per 250 s f and tilled into rock-free topsoil to a minimum depth of 6" p ) P p O 15.All herbaceous beds are to be topdressed with 1/2" black Colorado humus peat LU 16 Plant quantities symbolically shown take precedence over written > quantities 17./ / / '' / / ✓ Verify locations of all pertinent existing improvements and utilities already >= ; already installed prior to commencing work If any part of this Plan cannot be , followed due to site conditions,contact the Landscape Architect for instructions prior to commencing work 18. It shall be the Landscape Contractor's responsibility to conform to all design criteria as noted on the Drawings or technical specifications Any discrepancies, deletions, additions,or alterations to the Drawings or specifications shall be presented in writing to the protect Landscape Architect prior to installation /� /� �/ '� /� �hhi2p�rr•�A•�L LvGAllou or- 19.The bidding Landscape Contractor shall submit a "Supplemental Schedule /'• � - / � /� - ,- _ � of Unit Costs", itemizing each unit, to include its pro rata share of profit, for either addition or deletion l�arth 1"=10'-0" o 20.Landscape Contractor shall submit the Company's written document regarding it's policy in plant guarantee and replacement to the Owner Each Landsca pe P l a n guarantee shall conform to the minimum standard of replacing all material,including labor,due to the sickness or death of a plant for the period of one t year following final acceptance Lot 2, Block 3, Lions Ridge Subdivision E �, N Filing No. 3, Vail, Colorado Z �-• ,� � � CES .r y o � Sheet L 1 Of One . 4-- ` co OL Q ch © I cn C- a d � o A s p e n R i d g e R o ant Scchedule _ > 0 Sm. Common Name Scientific Name Size Qty_ 0 / GBlue Blue Spruce Picea pungens 8-10 0 0 Spruce Picea pungens 12-14 I o c9 0 •:,'•' .• C� Quaking Aspen Populus tremuloides 2" cal. cl) Fa Z2 C N Fa 6.0 • • °�� Quaking Aspen Populus tremuloides 2-1/2" cal. t � � Quaking Aspen Populus tremuloldes 3" cal. Ln Alpine Currant Ribes alpinum #5 �' } Rabbitbrush Chrysothamnus nauseosus #5 '� L °1, °� Z'' • •'•'..�' :. ::. :::.�: •,. y♦ Gal�diUG� 0 Tall Blue' o 1, 84�fl z N ili° °2 .• ""'' ' • N -` 0 � Silver Sage Artemisia Cana #5 ' Klondike Potentilla Potentilla fruiticosa 'Klondike' #5 r=� �' N •� • 2, : _•'' � ,r� 1 O Common Juniper Juniperus communis #5 1 a o �z \ u �- °z'iz 2� _ �!• ' ` 1 g� Saskatoon Serviceberry Amelanchier alnifolia #5 r; G 74 _____ o '.� �'.. '�• :�%� ':• �•,\� �� ` N Dwarf Amur Maple Acer ginnalia 'Compacta' #5 4 ° .® o -_ �1 0 °�1 • i'i 2112. Z/2' •� ••• a ^ _ •� �, . n �� �-\ �L�. �, ;•_ -:• • ;:1 �,. ; Bluegrass Sod 800 s.f. p o r}•`—�— `— ---_ Z,z, '• T \ �' :. . . , Native Seed Mix o 7 8 �--� / ... �, .o' oo Wildflower Mix 100s.f. 4...#:, �� -j � `�°��� III II �� ���� �_ . •� • •• ,. � _ � �;, p W� I I III II Mixed Annuals Perennials Mixed 4" pots, 1' o c. 160s.f. \ f • •+ gZ i ° Z'h• / ��s o C General Notes/Specifications ° / �����CuG �%.��'�f-� '��"��•� 1. All plants shall be "Colorado Grown", if not available, "Colorado `5 �--�_ • ' % tiaf / Fielded",or"Northern Grown" may be acceptable Aspen shall be nursery g rown ° t F t�l!I • ` 2. All plant material shall be placed in pits having a maximum diameter of � � .• �: � o ' � �! , il'llll +o ��� 150%of the plants' total root ball or container volume � 3. All plant material shall be backfilled with one part well-rotted manure/compost mixture and tilled into rock-free topsoil to a minimum depth is, of 6" / . / • • ° \ �-' •. ' '" Pik 4. All shrub beds and tree wells shall receive a minimum of 3 shredded ' •e 'S / •. • /•• • •• 11 �� / r� ' Z�z, .•.: �2 1 �• : _• • •• Sly-� 2 � hardwood bark mulch / &,I / " 5. All evergreen and deciduous trees shall provided with a tree well at its yyy'° / w pct base Wells are to be earth constructed having a minimum shallow depth of ° ..:• 4L 4 O ., � i•.•._.�' , , . . • ' S 6 All deciduous trees 2-1/2" cal and over are to be staked with 6' steel "T" • • •• ° z �Z • / galvanized .. /. o� stakes and guyed with#14 gauge gah anized wire and 1 1/2"wide x 18 green '= • •'� •' S 11 ° _ ` nylon tree straps, all deciduous trees less than 2-1/2 cal shall be staked by 6' lodgepole stakes with the same guying and wrapping specifications ,1 ••: ,•_� � 2� 7. All newly planted trees shall be rootfed at the time of installation •: S ,�;✓ Rootfeeding shall consist of a liquid root growth stimulator, including vitamin �Dc� / •:•. ti •/ S ° / /� �/ / J B-2 and aslow-release fertilizer composed of 14-14-10 + 2% iron 8 All shrub areas shall receive Mira fi filter fabric , s o �/ �•,������� �,,��� o�I1G�'-�'��1�1� / � � � 9. Unless otherwise noted by the drawings or technical specifications, all planting beds shall be separated from sod and native seed mix by 1/8" x 4" 2' / // ��� �/ / / Ryerson steel edger Edging shall be tacked in place with 12"edging pins 1i0 spaced 40'maximum LU 10 All newly planted shrubs and trees shall receive drip irrigation, all sod areas shall receive spray irrigation with 100`;,, overlap This system shall be o v f �/ ,•,�• automatic Temporary irrigation shall be provided to all revegetated and '^•� ei�j� wildflower areas for a minimum of 30 days, thereafter reduce watering gradually UD 11 For all areas receiving Bluegrass sod, apply 20-10-10 fertilizer at the rate of 5 lbs per 1000 s f prior to the laving of sod co� 12 Mulch all sown areas with 2-3" of straw or hay, free of weeds 4ef 13 All straw mulched areas are to be tackified with approved organic co� tackifier at the rate of 120 Ibs per acre - i/ 14. All herbaceous planting beds shall be ammended with well-rotted manure/compost mixture(one cubic yard compost per 350 s f,one cubic yard manure per 250 s f ) and tilled into rock-free topsoil to a minimum depth of 6" 15. All herbaceous beds are to be topdressed with 1/2"black Colorado humus� �� / peat LU 02 /� �/ / / �- ay? 16 Plant quantities symbolically shown take precedence over written quantities =J 17 Verify locations of all pertinent existing improvements and utilities 1 already installed prior to commencing work If any part of this Plan cannot be followed due to site conditions, contact the Landscape Architect for instructions prior to commencing work 18 It shall be the Landscape Contractors responsibility to conform to all design criteria as noted on the Drawings or technical specifications Any discrepancies, deletions, additions, or alterations to the Drawings or specifications shall be presented in writing to the protect Landscape Architect prior to installatio n 19 The bidding Landscape Contractor shall submit a "Supplemental Schedule of Unit Costs", itemizing each unit, to include its pro rata share of profit, for either addition or deletion North 1"=10 -0" C) :r 20 Landscape Contractor shall submit the Company s written document 0 7_ t�- regarding it's policy in plant guarantee and replacement to the Owner Each IIZZr -- - / L ve-a Is c guarantee shall conform to the minimum standard of replacing all material, JP 1 / n including labor,due to the sickness or death of a plant for the period of one N Lot 2, Block 3, Lion's Ridge Subdivision Year following final acceptance }s d Filing No. 3, Vail, Colorado z 0 C13 Q F d � _ 3 + o �` N � co ,, � f r► i p = oy�rr � N b }- ,�.,.�f /j f° rt� I�� ✓I ��44 -,- !t o ca F�-T � �� L-1" v i✓ �l�r-� GC✓ �Y°{`•'� k.b:"°� d'r" i'°�-�'''�j �9� � �� � `°�''�" 'C �i1'�I'�j"�"` `.,!',� I✓bG�"� � Z7 Co � �- `__---- --_.. _r-r �+�ij, "vim., � / ,m.r--f �I.r,�l,�.-�.,�� ~�.._, � GT.i•�,�� x P/" // `� A�'� V r��v��O�� �,,.../ tea. �, �� � `+\�'� _ /"r ✓� _.-"' � � ` �. ol _ _ X91) , / '— \1 f___�� � I i' "16� -`� '7 �„ ." ` ' , = i � , ��i� � � `•, , `" -` 4}� // _-__ -__ _ t � �'���\ �. ��i^'ry yy�� ��i �J�^'.�' «'�I�'��� ^ �_�- '�.��rV,,"'o'� i�..� 1" ���•� � �"r 4� x - �� �� �� '� � f� 3,.� �'` � — '� `��, <'` � - �/.' ..�..� ---.._. .—__ ._ ------_ �� s,. \ � \�\ V �/�� ti/'I �j/�'N'� �•"�� 1�..� ���rr^^ �l�Ad'�."Mr,' a .= R Gr/t.ir )' 1T`� 4`�.-•`ti //'•a"`'�:��•Ci't/ ?� "'y F � �( �_�..,�T(��"�•./."'�M / ;, r Is r"'O" �w{��Q (�` i I r.�, i f.r-" / i k87'-�'' \ " ''� ..r/ ::' ✓ \e �,,,. .r � ��� /`� � v�� �,.�I/�/,rf"'.� ��.r,.�-" F,:€=1t"�I �-_�. 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L'w ry! �y�i I / L�1 ��,�a,� _��./�l.'J 1-�JI � ,�,5�„�.�+) ,[rte !i .,✓�,/� � Q �;�{f _{ I >, _ i �_, _' � I may!{..- �r` 1,��r,�CC✓'"1"r�""t RI°S L �V_ ��5../� / �'' �.. � /- � � ry w,(�� + !'J; ...R :�._.. i ✓ �-%(�`f'r ri 1 >. /y�� � //,�>. �,I I Ip j� /� ,a�, -r,,.,r �� - V r % / o• '� �� - '��'� � �� � L^'%.%G'_"!:!�n i/�`�„''1�3 "'_' �_�.r;.�"`�A...., ,,S (,,.,1-' � _,�_•/''r,�•�^"'/ .r / � � � t9, 1] 4 � ��\ - __ - � �.;.,-, �"°� .- j""'-°,,%<✓1..rr. ,�'i..i""" vii �t -3 j '��� „/ /- - ", ,a 4 �� J a Y co �11 0,4,46,11 co_� Tt>ti °+c 4•A rl - " � ..+rim� r'� x °J nr"to p,s..°+ ^,1 - m \� 6 co IS ID 'c{ i`I 1313 i oPk (D cb M ell CID CL 0 � A f 1_ C o CU wo 0 o� O U U ��� /' �, �, rs�.I L b i f�� Vii.!✓�l,.o�� C,.____ ,.�-.;..- ` ,�- ', \ � N > plow It 14 6 ri'C:+ "'..' ,,►-.- mil'•'✓�Lv G 1�/� �i�+ , J.. � �y . •(-, rs>f I d I I s 41 \ r - l ----r- J \ C,7d'�p I''b� -�T/^.,� - I �`.. rs% i r / r L b V✓ I —tIt"}lr% �� - - i a 1 /' !„ � ♦ ,. � �//� _ / 1 , y- i/ '`lam �j �/v�-'yL` ' I , A IF 6w.t— � 5 ✓ ° AP ` 4 / , - � fyJGi�L.• ..,CL �fS, „ - ��/ --�' ., `." ----- - Vii- _ � _. Uj z -r 411 G O Tuwn of Vall Cummumty �,./ Develooment Plan Q ufld /Health ire U)n— Ui �rjorc a r V,r? 0i F'r n, It >m f �� tQ3"i �rc t•r`L:'. Qr 3ti o���� c., airy v1elIntlon of ny cf the p c►r.lcrr. �r th f f any other ordinance the lurisdiCation The issuance of �t rmelt based upon pla S. speclfications'and other data gm vent the build official from thereafter re uirr ten of errors ri' said plans, s RG l peodieaUons and att �� — o - ,�►� � 's;l.j :r-, SITE PLAN co Tolim of Vall *c;_ z � p 1 +r O N � I 1 � I ` S 2 � co I a Aspen Ridge Roan. .- Plant Schedule Sym. Common Name Scientific Nam ' Size _ C: UL Blue Spruce Picea pungens 8-10' �, �' 3 0 0 Blue Spruce Picea pungens �` 12-14' •. , Z C y • • ..: •;,.• • � '•:- 'j• ♦ Quaking Aspen Populus tremuloides .,,,cal. � N > o •~" 0 ; ♦ �� Quaking Aspen Populus tremuloides 2- 2" cal. 1 1 f f •. • Quaking Aspen Populus tremuloides 3" c �` l� Ln °V + z y .,; •, � ♦ /.� �t�u� O Alpine Currant Ribes alpinum #5 O Rabbitbrush Chrysothamnus nauseosus #5 C4 N Z., N a' :. ••_. b�UG 'Tall Blue' M b4-1fl N Zy;� •�_- �� ��. S Silver Sage Artemisia cana #5 Klondike CD 0 1 + " .;:, Z� �4 ~— ondike Potentilla Potentilla fruiticosa 'Klondike' #5 • \� c o a ° • _• -� Common Juniper Juniperus communis #5 9 0 �� o Z�h' Z!�f a • �% • ♦ 1 Saskatoon Serviceberry Amelanchier alnifolia #5 q 3 0 V ° O > o Dwarf Amur Maple Acer innalia Com acta #5 4 ¢ c� 74 A- /- :;•._ �__ ,; / • Bluegrass Sod 800 X 0 \� - --- '• •'• •:� Native Seed Mix N co 78 ______- �f ° •» �g a ♦ �� Wildflower Mix 100s.f. � L� ♦ -•� IIII III IIII Mixed Annuals/Perennials Mixed 4 pots, 1 o.c. 160s.f. I v4vo g2 I ,�• 4�s o °� Z t, General Notes/Specificat ion s ' •� �yC'��I�..IG �•��Li-•� ��'��•� 1. All plants shall be "Colorado Grown", if not available, "Colorado ••• : ° / �,� ♦ `� ~ Fielded",or"Northern Grown" may be acceptable Aspen shall be nursery grown 2. All plant material shall be placed in pits having a maximum diameter of � � . • ', %of the plants' total root ball or container volume �� :• . • •! a � � •• • °gyp ♦ nn • • � � / ': * �• • �. � � 3. plant material shall be backfilled with one part well-rotted man e/compost mixture and tilled into rock-free topsoil to a minimum depth ' • ,:�,•.'.;w ;t •.• ..• •. ,•• O � 11 shrub beds and tree wells shall receive a minimum of 3'shredded .. 5� 2 'Iz S / ° ardwood bark mulch •. •. •1,•• • � ,� �, ::�' • '. / � 2 �v r, 5. All evergreen and deciduous trees shall provided with a tree well at its ( � � ,• / Z'�L / ��` �'''" e Wells are to be earth constructed having a minimum u shallow depth of 1 yea / �• DULd�¢� f'La'f CVIPE 4 iP Z° 4„ 6.All deciduous trees 2-1/2" cal and over are to be staked with 6 steel "T' •• stakes and guyed with#14 gauge galvanized wire and 1-1/2"wide x 18"green / •:'�•�::.� • ��� �- / / / Z ° ♦ nylon tree straps, all deciduous trees less than 2-1/2" cal shall be staked by 6' / / . . .,.• / / _ lodgepole stakes with the same guying and wrapping specifications ,L ,•_� / / � �� / Zp / / All newly planted trees shall be rootfed at the time of installation / Z s r f otfeeding shall consist of a liquid root growth stimulator, including vitamin p�'b •.:'• / / / ♦ Z�/�4 and a slow-release fertilizer composed of 14-14-10 + 2% iron �pp / / 8. 11 shrub areas shall receive Mira-fi filter fabric W Z% Aefle 9. less otherwise noted by the drawings or technical specifications, all � pla g beds shall be separated from sod and native seed mix by 1/8"x 4" JtO Z' / / / / Rye n steel edger Edging shall be tacked in place with 12"edging pins Z / o � I�O�L�y� �>✓t�l l.11l..v W ALL (fi��) � ♦ spa 40 maximum imm LU 10. newly planted shrubs and trees shall receive drip irrigation, all sod area all receive spray irrigation with 100% overlap This system shall be auto tic Temporary irrigation shall be provided to all revegetated and � wild wer areas for a minimum of 30 days, thereafter reduce watering O / / / i / / ♦ grad lly U) -1 r all areas receiving Bluegrass sod, apply 20-10-10 fertilizer at the rate W of s per 1000 s f prior to the laying of sod a 1 uich all sown areas with 2-3" of straw or hay, free of weeds All straw mulched areas are to be tackified with approved organic / ♦ ckifier at the rate of 120 lbs per acre O LU J 14.All herbaceous planting beds shall be ammended with well-rotted / / manure/compost mixture(one cubic yard compost per 350 s f,one cubic yard V11 / i/ / / manure per 250 s f ) and tilled into rock-free topsoil to a minimum depth of 6" O 15.All herbaceous beds are to be topdressed with 1/2"black Colorado humus Q / V peat 16. Plant quantities symbolically shown take precedence over written > quantities _I �� / / �i / ♦ 17. Verify locations of all pertinent existing improvements and utilities /� � ✓ already installed prior to commencing work If any part of this Plan cannot be >= followed due to site conditions,contact the Landscape Architect for instructions prior to commencing work 18. It shall be the Landscape Contractor's responsibility to conform to all / �/ /! / ♦ design criteria as noted on the Drawings or technical specifications Any �(� / / / (; ♦ discrepancies,deletions, additions, or alterations to the Drawings or specifications shall be presented in writing to the project Landscape Architect prior to installation 4044 dJI�G LIB 19.The bidding Landscape Contractor shall submit a Supplemental Schedule / / .� � ♦ l leach unit,to include its pro rata share of profit, for • // / forth 1,,=10-_0,,�1,,=10-_0,, � either addition or deletion �Cf) / 20.Landscape Contractor shall submit the Company's written document �rkn // regarding it's policy in plant guarantee and replacement to the Owner Each Landscape Plan guarantee shall conform to the minimum standard of replacing all material,� x u� i I �� including labor,due to the sickness or death of a plant for the period of one i.�,r,, 0) N � /r Lot 2, Block 3, Lion's Ridge Subdivision Year following final acceptance {• • / 7 Filing Nc). 3, Vail, Colorado - - - - --�------- -- - - - - - - - - ------- - - - - - - - - -- ---- - - I Town 0 f Vail OFFIC' COPY 5� . ��N �� L 1 1 i GENERAL NOTES INSULATION NOTES MATERIALS LEGEND aCO ) N - 1. All dimensions are to face of wood stud or concrete. Provide fiberglass batt insulation in the following quantities (minimum): Wood stud Q 2. All exterior walls are 2 x 6 frame construction, unless noted ctherwise. Slone- ' 3. All interior walls are 2 x 4 frame construction, unless noted otherwise. A. Exterior walls R-19 (6") Concrete - - - - _ - CO 4. All plumbing walls are 2 x 6 frame construction, unless noted otherwise. B. Crawl Spaces R-30 (9 11) 5. All finish floor elevations (FFE) are to face of concrete slab or gyp-crete topping (1- C. Floors (to the exterior) R-30 (911) 0 D. Roofs/ceilings (to the exterior) R-38 (1211) 6.; Base FFE of 65'-0" (relative) equals 8,465'-0" (real). E. Below grade concrete walls R-11 (3-1/2") o 7.' All interior walls are to have 5/8" type 'x' gyp. board finish. Walls and ceiling of F. Walls between bedrooms and other c - garage to have 5/8" type 'x' gyp. board for 1 hour fire separalion to residence. spaces (sound attenuation) R-11 (3-1/2 ) 0 0 e 8. All bath and laundry areas are to be vented to the exterior wito a fan and duct 3 `0 0 system to provide 5 air changes per hour (minimum). Verify with owner additional walls to receive sound attenuation batts. 0 00 C T 9. All crawl spaces are to be vented per 1991 UBC requirements. - cn N > 10. All interior door rough openings (RO) are to be centered in wall face or 3" (minimum). 11. Plumbing and electrical to be installed per codes in force at time of construction. 90 P �J� = � r{off q 1*0�-rioH a m COD Cd ,,, z : Q 1 -..� it COI � � +I �; � �..� ri ✓ � l ��1+ � „' G,�C� L - ° L L t4 C s l�lr� ►'.� %Iii. I —'Iz _� `' - L4 J'4� �1f,�I' - °—r _ • � —!rV F,I MIA X12 Lij LU Opp '7 eol- or J CO Lirr t Uj -r + arm .. >=I -- ' r e�evT I ot-4 ..;.. C) oJ_ cD . GARAGE- LEVEL FLOOR PLAN E Tovin p . Z OFm 0 CO d 3 S. A 2 f _ � - - -< —- �� � _. _-_max ..� - _ � � ._.-_ ✓ --���` '--°� � ^- y\ � '''�.''�-y 1 :*� �, -� tii ��✓-_ ' 4 (5 c\1 is Q� N GTD }' cD I = � Q M l • C O c � cz Y c � va O U M_ i 00 O C7 U c = T N oe + �f I — I p - 0 11 2 �I I _ 10 2'0 3�411 Q 4w T leg t-i L �CoO y�1'i o� p St�N •- �L"oL � lam/ +t;�• r //s�/' / ✓,/• fi i//rte/: ,iyf,,:/ �y� I Y10� G --- -- — — + , ._,�,c i�if,•�.'/.' r •i . i • -- __ _ __ — _ = f '~ �� .sr. Fr,' r -_ Ts-e ,.µY i� �� � ,� ` • �• , ..., _ , I I 1 E _ �L'L0 —�.- - -- - - -- ---- - '� �, _ -. ,. -► ; ,-- �I� -- Ohl �j,,�j� ! V ' `� � �� f _ r�',r � .r , a ,. wc'� � �F ,�*, y , ,� ,. � f ? i.� y •� - _ ____ _ __ �.'�izi%:.! 4 — I � ��y I ��I i�1/1/I� �L 2 A -c1.2}izIl - � � �O ot _j9 I� � ° ° �'��' f.l -t- �� , ( r I oc-'4 fit'- - _ I T_____ � � O _� _ i + -�I , ! ->�►�-mob-�� � � IAN It �- � , I � ,,, , . -� w - --- O ice-} '� (.y\�}�}. I - i1J�I/.Iy1 t ;r a12. -d �I--� I- III '� �I_ell -- — I � t� cl.�c - �b -fit' �_ � �,�.-�r rsL111.t- — N �� f'�' `� ° �' �'�h-�� � I �{', � � r., �„il-'i"-f�Its, 1� I��' �. rj�l..'�'"�-'_ \ ��S� �;°f�L.0=4 � �1�+� � , ,, > /,� ,� O�i �`�—� � - - -- "I ,� I � -_-\' \ 1 �� —`-• �00 _ K 1 M f -�--- �- -- I ��O ��•t� - It4 i I 1 it III I ll ( I II ` I II I �- � '� ( � 1- AT- y� +� - —� ' .r � r fr/'_' V Aziei' '. 0 �jI,`✓�'"- G'"•r >f, i d i c"�'` !r-�; .y/� ._ b /' — '� .� �� , , — P r'" I� ( I `, - I— r ....�;,7 ,!'_^ ,1�• v gyp. �d 1 -� "'� hl� I j�..� r.-�-�, !�, � ,i l _ i , 'Mp �I 4 t LLJ 6-f'I-,L IpNG� prr�L> 'NG I t � O - ` I ewr- ` �v � � ���'l"►( �p�s�' ) X11 � �i L�1`1� 1� � Its-� /, I _ --- =- _ � --- - , I 1 fs'�'� `y cn C� uj UJ t� �`'►�►�'.• LU + _ } -}li/Z+� 4I_�1/�Il �I -�I/III c - � � •v � I '' a � � 0 11 �i _ o I „ I I+ 1 _ N a� � -t 0�x2 -f - o I I - a �' 11 -011 -o' �■ r2 ►� -- -- —--- _ - -- -- ---- ---- -- D I/2 II ---- - - ----- -- - ---- � � I l �r't l lee)t 4 p CO r © G � � LOWER LEVEL FLOOR PLAN E = Q To:s�I i of, Vo 5l � opr � D A 3 CM U � Cl) C ;C CL o -v o c Y C U O E5 mo o O (D V U� N �o I� a �. � 3� •� (ol� , 'o 0 r- °q H w �L r 00; oe- -L - t f.INS f�. u► I - - �-��LI- \) �` `� - { s I-f"-t✓I !- =�� i +-4F- r-->-U 2ti I �� h IT L4— -SUS 1--- - ot-� Loo 1 t?' 'pl, • 11 / PIT- t 0 I i —o i,i� �r2" ti4 o II ,61 r-� !'° t _ (�-jo'-I-ri � �I ✓� Il{� =1- s- c Lu 8 % - yI m\ r4 H;g5 /L o �, O Al i - -- W o Lij V_ > �i 3'i �i- I �' U I• ,yl► sr- �� 1'-1114 51-oli2li ��.. o1i211 (�IlrQ�l �r 3, 1 �i - atl �1- 01 11 �� �u �t � u 40 �I,ol OR lo -- -�` Ch ;-4 °- rn ��vrr arl o � � co UPPER LEVEL FLOOR PLAN E �•_ ,tft ', tia . ��� , � A4 t Q M i N C CL i Y ' O C Y C L- 'D O U 2 0 oO V O C7 C T _ N O M o � h y Ca CU S. _3 + ---- - ---- -- -__- --- - –-------- ----� 2'0 - i s 12.. 1- �- ' _ I �/�•�IBC=`r � - 11�� =1� �o /�/ t��. !��/�r/i 2 i/;' �-ra i'� I�11'�!� ---- \ �HIMH --Y , (, \ s FLU r. 4�r� ------ ---- --- - - - - ---- -- - ` �� - - ---- ----- ------- --- � .j� ,fin \ 1`%�' �' � � -------------------------------- ----------- I— tl I per,f�, v S H-r- Iit y It 1 O LU to i � ►�r- �'Y�IGf'�l-• �oGrI off =-� v�l.l-�Y - Hel !Z 1014-1 S',L i GIiI MNr,-~rf- r-- � ��I l.-rte!� I� �.I � � �� _r��-� � ,� {�t�� �•��� i I j , �f' � _ `1�l Y., �03/q' 1✓�, �o�T4���1. / /i �O�/�('/S'J-� {��'��'/� \`\ i _i-``-r=�- =_'_-_ _- --_- ---==�i o �'i4,�--}�.�C. ��l'�_Gr •� ll �-- -- - ---- ---------- � r r LU ¢ d e,�-.. -rIar4 �' � -i'ICS r-I b � t'l o� '.v1•►a t-� �8:/-,T 142 H , Co ROOFING NOTES M 1. Roof slopes are 6/12 unless noted otherwise. /Y -- 0 2. All valley eave and wall flashing, and all roof penetrations are to be galvanized. ROOF PLAN metal painted, unless noted otherwise. E 3. All roof areas are to have "cold roof" ridge and eave venting, where practically f1 achievable. ° I �`"� � II �� � .0 4. Verify locations of all plumbing vents/penetrations - locate away from roof valleys. -°, o 5. Plywood roof sheathing to be covered with bitumen membrane (applied per recommendations) prior to installation of "cold roof' sleepers. 6. All roofs are to be no. 1 cedar shakes (resawn) with felt interlays, unless noted otherwise. A 5 7. All ridge elevation markers are to top of plywood sheathing. � ao e44IriH1f- GAG>P-'I"`'(�IG/�I. cry rh -- - a -- - o co 20 . - _ �°� ----_- __�- �\�LC�/q• '�`f'p l i-�- '� ____ _- - Soy'/ -- --- '��2- 2x 00 ° - -% — /f -� --- -- - \ ---------- - - --- -- _ -_ ----- — - -_ - - _ tic VI �44 -- �/ --^ - - _- :_ _--____.--_.___--_ ---- - � � ---,---- - -,�- - ,__- - --„-- , -�--_ - ---- - - - . -- _ _ _ - - ---- -_.-- _ _-_�— -- ;- --- - � }�-I ham,� >'1-• p� ,! CD L L/I ax VA- /I — ! 4� qtr- --� � s � • � i � � � = I --. —----- �,,, � - - - ---- - --- � - G' =' � ---- . , -rl'aN rl° 1 1 .x 0. _L'-.___ ,f ��� ,r^"..• ` _/_L_- -.s_ rf I 1�--\ /�-_ I �R f i �--� --- \} F I - _ ---__ _ - -_ __-_ _ i / -' ---_ -- _ - _ •` �', ' ' '----- --- - --- T- - c 1 ' 1 r _ _ � ( it t --__-- �1 Jl t _ ` f3=-LL � i 1 �/' •..`'...___�_-._.. _-_-_-__ -_- -- - -J - I / ti I Y '` �::,!�""-�� f-• �_ I �-',` - �--�t:,��1 ' - —,t ��` 7 ,� I' r, it r GH MH b �i L0 �' - -- - - / P-I p f'7�. v G-�'I'� - 43p N(o �oF iz-i� �f~r©�✓� --- ---- -- t ---_ - I --- - - -, - - - - - �- - --- - - - -- -- _ --� Lu SOUTH ELEVATION C� 0 Lu LIIH cr) �,;/ � —__-- -- ----', --_-- � - � G'' _� -- °� ' -- -- -- 0►-1 '�G+�1-I� h-o� -h�,U?!�f`�f=1�✓ .� .ter f -- I' .� rh - 1---- - -- zi4 Oak Ho S Ph --- - ------- f i cor .., i I ,\i ��✓ -.. ---- i:--_.... ,,�: ---------- ------_ --_ I - --- ----- -- ------- ---I � ?1_ - `_..j 1__.'`, '" }�^�q-.Yy� Y"I���U 1�'1� Gam"1 V S x �•�-p ti I IC I rl cq - �---- 2x weep p _31 4_r'A`I _1rI'-I M -411�0_1 r-I�•IU j ti""` -° -f- _ _ ttEAST ELEVATION A6 fat I.0 4 � e�r:.-4T I o� G �t r��`I a r-I �� a� 1 � ` Q O I c13 0) o E2 f�, � U � — G�-EIMN�T` /I.b �.y_ID� Gf� - ',' I c E-j' E t-� ' — ----- - - - F '`'� �"r 'ICI✓ 0 C7 G�-J Apo f✓ �-I��� ------- � -------- - --- -- --- � c o i --+ - - - it d�j --- — --- —_--- -_ - I - _ V/(r�/ I I �{'V-r I�� "� c-,p -ritol`1 lI �� 1 `����� ��,, NOTO � a QS �� 15L��p �5 � co c Y Q c Y O N �f'��b �� ► b — s�a�� _ to o0/� -- --- , J -" -d --------- ��r_�- t -T�� --- - --_--- -- ----— --- ---- --- ------------- — V 2-x 06 V4 t4 r �r- �/✓N �: - tb � ,, fi 1 / I I, = IF _ - - — ` �� 1t it i; t-��,� I-„�t- � - r �► s I eo ��� I'® -`-------� -- -- � ''' -- --- �'�t'yl I-�•�”', �/'� -�.�f tl�'t'I{I�k.o te�2j1 I�I I,'1"'r l f"•4 _____ __ __ --_____-_-_ __ _ _- _ __.-__-,-. -___ ____ --- ______-._ _ _ _ i --_ ��""� � I��lI � i � ��'��� �1 "'-'•++�� � I ' I I I TL LO L.1', ( �2 v`�� v�/�.y�/—/ , �rO'• eg ' • — - - r 1' r I O ;� 1 \ / � � 1 -` I ! �I {' �'� I - -� _ Y il_— I I - --- 11 _ _� �7-I- •I L►�� � � �` � ��-1-1-�i � GPI L It-� I� - , � ����b ` � �• �, '� u - i- ---- ___ --- -- --t - - =�, `� _ '`'; �" ���`� � ( � �—--_-ate I N �b -- - _ I L ,{4��-t Lev = --- ---- -- i_— i °I Lu SE "10N A V t4i:�? i uj c') Lu � 1 l/ I — — — — - — — �� ,� ,06 - C' - - ---_- r- r �. � -N�f�si a� i -�o►° o� ��-�.!� ��-IN yea, �` _ _ ---=:-_�__== ___-_ _--- -— T___T=-- ----_--_____--- --- - - I =Q - i -� P- JOL- N t - 1 �or�l�" I � \ �I t-a 1� i I I � I �, LIJ J @j\ cl) I �, �b mv o I ;I ll I . o I� ���a ► . gym" � - ' -r�-` r �' r I IT� ' I � ,/ ��•-!��.--n cal Le, ;� =4 i I K tz-� � � ��. � _ �►� �E--��t � �__ --_---_-- !�! � � � , I fir=�` � I � — �` �, i r-IN14H r---� --'' � ��-ht�� �I� AA pp �\ \ /-F GO ICI- -H-{ E 4 i;;� l • _ -.-- - -`------ ---- --------------- - --- ------- --- _- --- --- --- it ' - - - - T - - - r - - � � �� _ C'J 0 1 � wit-! &44V�I�L �Vkh V--4/ `! � - �' - NOTE ' SECTION', C SECTION B THESE SECTION DRAWINGS ARE FOR ARCHITECTURAL COORDINATION AND REPRESENTATION RAMONILN SELECTIONS. STRUCTURAL DRAWINGS FOR 0 A84' t s t+ N C •• Fotq It: rz�. 15: L 01110411"" /ot co co.' a o cz rz: — 0 0 ! �� �'' � y.t�b - - N . LI � It� � I2Gv - I �p�M'-t•t �° i i -- - - --I� ------_ -; -�- 1— _ - - - - -- Ice,Ip i�� M oil 1 p � y� ylj-F - - �- 1 •6hK-�' // 1 V ,�` fi i� p�" �= IL ���I ► �s4 herpes 4 _ � , � " , � - - �' V y i y�l j �-� : - �LL avp_= f p m4 rdV 03 - ee 1 l.9 IN (ate - - - - I- Q- - �N .� - - _ a �f 10 .� r - -- -- -- - _ r li I — t '` � �,e.r `� - ��. L � to M , __ -- � � � i�1 -o AL I -to o�tsl a� I — 6.�M �-� �t-� ' i o° I -�� o , 1 441 ( � - - - . -- - t I I 000, 1 o =I�' �� I� Tot u at 40 . � _ ( - _ __ -- - - ------ -- - - o �►Z�I� -CIl-� Its �Z a /3� 'l"YI'� Irc � �h' � u� —� �� � 01n: rzo Ov 44 % SIT - - _ � ,a. ► -} . o°i'i'o�-�•+ � �°�JN p�'-r ' �--� " _ N I ��I� ���� I �v 1" � 1,�� ``" �,`\ . 0 � ' f��'M � . \- _� - � - _ - - - - �� � � � �►�.a � IV TIT ` . .. . . , . , �fi� N � . \ ,� �, sL� � - ,,. 1 �/ } 4�b rlt45C� -- — -- - ,{ I-- ---- - rare - - - — - - --- - -- - - t re I It A � " ,�-- Go� l� �� � i l J � �k-�GI�- If � ��l►� br--�1 a (•-!�� t�l � �� s� � -IU rl- I�r e IN - � - SECTION F : � i �-� I a 12 roA* 1c#mIL01� uu P - - - - - -- - - - - - r r �'M lap . � ,� tKmT (t'4 — �tAI � I ' oy � Otto loop 100 1 ti000lwr�7 � r Gar jop - _ -- 4 1? also H LU gig ,l *t4 � r Iz �° 1 4 > �� r' I '- o - - - �' Nip jiI ; 1 X M1 -� IL do `1 too Joe IT 12w, of r 00"000 1::�Ir �Z�y � I 1 1 �I2- s! coy � " I' I 1 -- ` 1 I _ 1 I� —1 . 'O•�' - l I - 6 0vvgq n O rlJ y - 4 • - • r -'/I/ r i } M � / I I I OR .5 J ��y T W Z 0.5 d II NOTE E i, ,-- � � �_ % THESE SECTION DRAWINGS ARE FOR ARCHITECTURAL COORDINATION Z IoLe�ol AND REPRESENTATION ONLY - SEE STRUCTURAL DRAWINGS FOR o T - FRAMING SELECTIONS. L SEC�TIG E f I Too - _ To � 00 Q � WINDOW SCHEDULE', DOOR SCHEDULE; �� N� moo per H v o wlbTH - Gfi t 020(..0 -� G . 1 u � Woah/GI-,ab _ ,� _�I- - �, a -OVO * "a 2 u 2. S d 2 o �HhU - p,i� - o v 12 o 4-o1/n -a ! W/G c G 2•��0 2 4,pt/� "W I H 61 � > 'j I'''I��{� GI° 2°c2�' 2''h11 2 -o S/� '1 �i'r0 l��l� 2.4u -• ,��/gu .. IiLJ�' �il°�.I.�I� I�l 1'. �OI�' op�II�GI / t-11 Nq �°�o�o�.a,3o2�-27 '-ati2!I 1-h 21 8 �g U I-I 2'-a 11 �'-�11 3/�I' r�,u l.�T h � 46"fO I"-��.lr-i�.Uh�(IHTr,- �)l^I ..Lpd f Y tl, I T' 9 - �I�� GI° X02`}' �''-ot/2 2.'�0 2'I � � I,•� U N �-''(' 4-v , C. -o .1'�/� �° -- ---- --- _ 1'1'` OQ' �, � ,�i O '%WI P'�GI ll.�� iW !2A.2,10-no 2-v'I S%a p t O N'AL I. Gl os��1' 4 �a 1 ro��11 f 3/�� #�I° --- -- ----- - - �' : : �(��b G I° 2 0�4 2'•0 /2� 2-v ,� ...._ - - -_- 11 G�P�i�-'1 Is�IZ-r�t�1 _ q-•a u _�,�1 9''/4 a �-�_�1 i°G'�� -- ---- ----- - ----- --- ---- G I.� I•I�N T_ J�/M U 1'�'I M��- — � °° ovc ON, Q 12.1 -- II 34 GSM-C••/ I vii'b/GSM 1' G 3o�2- -I -co/2 �,'-•�/2' - - - S I� b l`�O l�l-- __ ------- -III L'��II 4/4411 S� �I-`••IIr�G4 ��'/I%I �I� ��-�la �$ $-t1 ' _�'� q 11 — _ _— — � _ i � I��'I-� s ��,411 ��.�'I f�/4u - — - ;q 1'-c�ti/2u lip'-�t/2'I __ ___ ------ - -- --_ __ - ---- ------ ----- -- 1`1- - �f�GrQh°�I_o, D. t .oli ��al fjit ,�" - J 20 �Ixli� G1°loo�-2 �'-ay2'I 3%�i/�'I _ _ _ °M ?' � ���au 41/4u _ - - - ----- -- ------- - -- ---- --------------- - 21 GI° [�a2�' �'-a/mil 2'-o�i� 2 5- M1" -f�` ��'N -�I s'•Du t���11 --- - - - -- -- -- ------------- ---- ---------- - -- --- — �2 G r �a 2. '�a�/�� �:�t/z11 �2 ` - I. �'-41r S'�o" 4g%�11 - -- - -- - - --- ---------- -- ---- --- ---------- ---- - ---- -- - --- 2`}• - N-1'I `� = _ �, II 1 q,u 21j�'i o solo --- ---- -__ -- - � s W i r-f4!� rveyr�l�- �h- (.o oa '�-�t/8 � n _ � _ WPPr-- - 2'1 ' •�-Ilr'�Gr �I�/�I�h ��' `I�%o Sr �t�✓S 8't7i1 'L'1 �I%•pl�r M �#- - - - - 2 � g'-D �! /4 -- - r -- - ----- --- - - -- --- -- - - ---- -- ------ ---- -- ---- ----- -- ---- - --- --- -- ------------ -------- 28 x� G�" �O 1�' __ S� !i�l� 2-�z� 2a }31%•l��'dv ham) � 2-v' $'-�1 � 41' � ---- -- - - - ----- - - - --- - --- ------ -- 2°I I'I>e_P11b /141-W H I Hl� Gj0&1,&o��302,�-44 5i o�211 1I��,y�u 2-af/2� #� � _ _ _ _ 2 �� ti /4 fr1 A��/�-IN I H� Gp�ora/a• �a�i�.0 �_ ;,�ytiil -- ------ a,T I���aM � 2'-x.11 _o'�ol� 1 q,u - -- -- -- _ -- ------ --- � _--- �2 I�P(-lih G10 I-_4 -4 5'd�ti Z-PVWI --- ------ - --- - - -- - -- - - --- —_--- - - - - `n'- - 4' - - -- --- I vii h/pWH I I`I4 - �(. ' -1Ih//,-WN 6r•el GI°3o / Z+ -1 _ - --- --__ J$21 - =----------- - ---�- - - .X H I H 2'-Li/till 114W UJ r i I y-�(�/Alo4 H I rat t''I ap�L�h-2� �'-at/�I ���s/III --- ---- -- ----_ ------- -------------- - 1 - .-- I _ _ - 42• I%I opc . i° I?/L4 L'-o x/211 �'-o�i.2u - ----- ---------- ----- 2 ------ - ----- -- - 1,X r, h/pW H I!-I•Gr --- h4 �I v��.l-� ------ p--�--� �, III 1- ►� --- ---- - -------------- �,,� - I H I He., 0OW&PA - ------------------- ----- -- - ----- ------- -- - - -- �L 1✓I�-fib , 30 k'1 e-,[--41t-4e_1 0� too 1,4; ----- �l$ �I� GI° C.D2� 5-S /,� 2 .0�/211 _--_ - ----- ----- -- - -- fig• _- - -- - -- - --- - --- ---- -- -- C n - LU C;147 G ��I`') 'I' G4� 2''0�/'l•11 g'.L4/211 - '�O --�-- �j'� G�''L�l'n-11• 2''0211 2'-a%211 �Z _ — -- ----- — --- - Gam M r-.-H-i' UJ - - - -------- ------------ --- - ---- -- -- - -- ------------------ -- �U oS/z4 � ---- �'�- - -- --- --------- ----- - - - — --- -------------- — -- rol r-171-rI- 0 G ;vot1_- 2 G/2 2 ,0 2 ---- -- 1 GI° 1 V40 X11 l�°- y-aA' li'ro�/2t1 2'•,o�2T 1 - - - - - - - - ---- - -- - - - - - - --- - -- ------- --- -- -- - -- - - - --- - --- - ------- ---- - ----------- -- ---- - - - - - -- -- -- --- - -- ----------- - - ----- --- ---- - - ------ --------- - ---- As 0 Gv��M�T G 301,e47 �'.tos/y �'-011211 1i- too --- — -------- -- -- --- ----------- ------ ---- � , (01 I s� Gf° �O rL�- 2•(0 1 - - L I - - _ -a 2' 8-a'�/�-II - -- ------ �'2 -- - - - -------------- -- --- 2) Cn WINDOW SCHEDULE GENERAL NOTES DOOR SCHEDULE GENERAL NOTES ABBREVIATIONS I 1. See building elevations/sections for venting operation and rough opening (RO) 1. See floor plans for door locations and swings. B.P: - By-Pass o7 heights. 2. All exterior doors are to have jamb extenders for 2x6 frame construction, unless 0.H. - Overhead o 2. All-vented• units to be-provided with screens - see schedule for egress required. . noted otherwise. P. - Pocket d. d- 3. All windows to have jamb extenders for 2x6 frame construction unless noted 3. All exterior doors are to have weatherstripping and sills. S. - Swing otherwise. - 4 See window schedule for sliding glass and patio swing door units. 00 4. All glazing shall be insulated glass (5/8" airspace minimum), suitable for installation 5. ' All glass panels (exterior) shall be insulated (5/8" airspace minimum) glass suitable rn above•8,000' (altitude) and tempered where required by code. for installation above 8,000' (altitude) and tempered as required. Tb%�.m of VeR.11 E 5. All windows are to be clad, dark bronze. 6. All doors are to be solid core construction. . t�,s � 7. Doors symbols on plans, r '�'"k' 6. Window units to have architectural series muttins as shown on elevations and y and elevations are noted ase z c, schedule. __ --_ ___ ___- _ -- �n �� � ' � W •. 7. All window manufacturer's numbers are for Pozzl windows and doors as manufactured by Pozzi Wood Windows, Bend, Oregon. _ 8. General contractor and supplier to cross reference plans and elevations for window quantities, sizes and locations. A 10 9. Window supplier to advise general contractor/architect if additional reinforcement is required and changes to RO framing. 10. Window symbols on plans and elevations are shown as t5 o CM ' U � Q M N c CL O 2 ; � o c co a 0 U � 0o oV O C7 c T _ N l03�10" N Lf) co co Ile �-O I2 o I�•-o 2 �- - ■� N r -of' or-�WAtL ir,-L"KrIONs L W ITH AF-CR ecTUfAL. Q Q VizAcrJINC�S. � �+ -roF STEP Tor-„ �7�o ToF l� STEP �I 6 S " T"'"e" 20" TO �(o'O ( -O i i / / c5'(� ti0 � 12d' r i N t9 0 STEP 'ibW � 2` '' �' ! 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W 00 4-1 L Q M • C Q O 2 � ' � o C Y O C U O mo 0 O OU N W(0 E= N IR 0 40 e_ 0 I I NO i N � 0 I I x � I •= I i -� I---------------------------------------- 22X10 L6V6Ef- 1il xVlzZ' N p. h 2x12 I,ev(,� Aew>r w� � 1`4. x �'�8 ( i 2-'/Z"cp x(�" t. 100 �m •..°°00�i d Vuo'C, a ••v o 'V Ali P J — v -------------a 2 4 78 � N — � � e of b� •a•• •ez VL 13��• 117/ U1 I I x n i Set "o, I r- x l r of MVA UJ /z to I > I 4*/4xl p f �-Q WC -- -- - IS" ICI e 16" _ ,c, I 71j'i�cl 45 1 tt I r✓fPrt I UA Z I fi 1=PI V o — 4 I 7 ,I'W' ,I' s 1 j I I I Z J I IN z 2x 12 teor�� ABov>: LAO If 4,1 S'/� x l 2x 10 N O of J W tiAu, AOME LL---:7o" N 0 I i W 2 z O O C o 6x6 kN $RRGE1ow #�,fkM STRUCTURAL SPECIFICATIONS W m O e F k Cam• QSIpES� 014H 1) Foundation design based upon "Soils and Foundation 7) Structural steel shall be ASTM A36 or better except pipe 15) All beams, joists and rafters are to bear upon walls or beams Tr MD VOTPH cm Investigation", Project #93626G as prepared by INTERMOUNTAIN columns which shall conform to ASTM A53 and tube sections which OR be hung with SIMPSON Strong-Tie hangers or approved equals. W% ENGINEERING, LTD. dated October 1993. Installation of must conform to ASTM A500, Grade B, anchor bolts and bolts All connection hardware as manufactured by SIMPSON Strong-Tie J perimeter drain to conform with soils report by engineer. All shall be A307. All structural steel is to be detailed, or approved equals. footings are to bear upon natural undisturbed soil or compacted fabricated and erected in accordance with AISC SPECIFICATIONS, 16) All structural members are shown in their final positions structural fill as approved by the soils engineer. 1989 and CODE OF STANDARD PRACTICE. All welding to be properly braced and supported, during construction it may be 2) All foundation around perimeter of structure shall have minimum" performed by a certified welder and conform with AISC and AWS necessary to shore portions of the structure while other 0 1A frost protection of 48" to bottom of footing. All foundation STRUCTURAL WELDING CODE, 1990, all electrodes to be EE-70XX. portions are being constructed. Contact the structural walls and columns to be centered on concrete footings unless, Grout beneath all base plates and beam bearing plates shall be engineer for consultation as required. shown otherwise on plans, non-shrink epoxy with minimum 28 day compressive strength of 17) Contractor is responsible for all non-specified connections, 3) All cast in place concrete must be made with Portland Cement 5000 psi. All Trubolt Wedge Anchors and Ramsets to be contact structural engineer for details as required. Engineer and attain minimum compressive strength of 3000 psi after 28 installed according to manufacturers specifications. to approve all structural substitutions. days. Design based upon BUILDING CODE REQUIREMENTS FOR 8) BCI's and Versalams are as manufactured by BOISE-CASCADE 18) Floor framing and concrete basement slabs must be complete and REINFORCED CONCRETE (ACI 318), 1992. All concrete slabs on CORPORATION, see shop drawings and reccommended details. All in place prior to backfilling cured foundation walls, unless LOWER LEVEL F PLAN grade must be provided control joints (scored or cut) in built-up Versalam beams must be glued with PL400 and nailed adequate bracing is in place. accordance with soils report. All exposed edges of concrete with 2 rows of 16d spikes @ 9" oc. Versalams deeper than it 19) Contractor is to coordinate all diaphragm penetrations (is, shall have 1/2" champfer. Concrete work shall not have any 7/8" must be bolted together with 2 rows of 3/4" diameter bolts chimneys, plumbing sewers, etc.) through floors, roofs and J11 11111111111111F horizontal cold joints unless authorized by the structural @ 48" oc top and bottom. Metal X-Bracing required 80-0" on foundation walls with appropriate sub-contractors. General i n o it i it engineer. Field coordinate all vertical cold joints with center in all diaphragms. All alternates to be reviewed by Contractor is responsible for means, methods, techniques, • WOW- LVAL �HII* MVaNBD -P A�GCOHMOVPTE V& N� T FPI►;b• 1 /4 = 1 -O structural engineer. 11 engineer. sequences and procedures associated with this project. General Agr-,h Ve+)a ES 0US9,F 11W1. 4) Reinforcing steel is ASTM Grade 40 for #4 and #5 bars, #6 and 9 Sheath floors with 3/4" T and G plywood with minimum span greater to be Grade 60. All welded wire fabric must conform ) / p p Contractor to verify all dimensions with architectural with ASTM A185. Reinforcement placement shall conform with rating of 40/20 or better and glue with. PL400. Nail plywood drawings. Notify engineer of all conflicts or omissions p with lod @ 6" oc to all joists, field coordinate screw option. between various elements of the working drawings and the r MANUAL OF STANDARD PRACTICE, 1990 as prepared by horizontal All lap 10) Sheath roofs with 5/8" plywood with minimum span rating of existing conditions before commencing with that portion of the splices to be minimum 36 bar diameters, all horizontal 40/20 or better. Nail plywood with 8d @ 6" oc at panel edges reinforcing steel to be continuous around corners and at wall and 12" oc at intermediate members. project. intersections. Minimum reinforcement protection: " 20) All materials exposed to exterior and/or moisture conditions -Concrete poured against earth 3" 11) Sheath all exterior walls with 1/2 plywood or oriented strand shall be treated for these conditions (ie, chemical treatment, " board with minimum span rating of 24/0 or better. Nail with staining, painting, etc.) as required by code. i W -Concrete poured in forms 2 8d @ 6" oc at panel edges and 12" oc at intermediate studs. W ' -Slabs 1" 21) Masonry and stone veneer specifications- 5 All lumber shall be Doug-Fir #2 S4S or better, all wolmanized 12) Live loads used for design- a) Hollow load-bearing concrete masonry block shall have R � 'N* g- -Roof-80 psf snow. minimum compressive strength of 2000 psi or better laid E co lumber shall be Hem-Fir'#2 S4S or better. Provide solid -Floor-40 psf residential. in running bond. Mortar to be Type S with minimum cube �y :: ESE .ma. blocking at 8 0-0" on center in all diaphragms. All columns to �`' "` - g p �• -Deck-100 psf. strength of 2000 psi free of all admixtures unless be continuous bearing to foundation. -Wind-25 psf. approved by engineer. Z 6) Glulam materials, manufacture and quality control shall conform -Earthquake-Zone 1 UBC. p rthq b) Lintels are angles L4x4xi/4. Minimum 4" bearing length with AITC Product Standard PS 56-73, STRUCTURAL GLUED LAMINATED 13) All construction must comply with the 1991 Uniform Building each end of lintel. G' TIMBER and LAMINATING SPECIFICATIONS, AITC 117-84 DESIGN. Code as adopted by the Town of Vail Building Department and the c) Provide masonry anchors every 2.0 square feet for all Simple span beams shall be Combination Symbol 24F-V4 with no "General Conditions of the Contract for Construction" (AIA masonry and stone veneer. camber. Continuous or cantilevered beams shall be Combination, Document A201). 22) Furnish one set of shop and erection drawings for reinforcing Symbol 24F-V8 with no camber. 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T ar; , "- 103=10" w �. - - Town of Vail v" F F I - �- C') Lu 4F w P NDATI N PLAN- � � b OU O � _ ' No�T o6oNif-AcToRS orrioN, dlf.1V cao�1NA-M 5TH- MOLE— � 5ul`r6IZT of 9roNti 1 /4"1 _ ♦ i_01t zL 4 vl%NEV* AS M4 °PT10N � HKS014Y OROWA ON PLAN kND 1 Q_ 0 F �Ec..Tlorl- 7 0 OF 6 a t5 OR CL co L � _ f v Y � •c e O V V 3 0 o oV O C7 r � T N .� N 0 \'7�7777777777 E ' O I I ------------------------- 2-2x10 L6VKr_ W/3 4"cP x8'Iz" O P N rJAN5 a lb"o,c, N I v4 X 5'b -- I 2-v 4 the {. 2x 12 "(,E�L A"r-_ w, aN I 16 �o I O V' + � Jw � V I x — I — N of LO of PIXWoov " > X P of I ��Ir �5- /z` Ip I N � � N � l � �IL W All 'W`M 1, X`1_ I�" I a 16" I _. _ Aeov1✓ 117 1S'gG) ¢I "o c, To I Nr^�fprl� AeO X X ,: x P I � I'll' � h tit y 1N I x I 2x 12 �� ASo\M �. I j �- I. I /� x t b •� t. S'/� x b I I I�V&1; or- 1(0" Lt J O ul 2 X I . 7 c 0 Sk VA 0 1----------- --- �lI `� �'� I 2- X 0, 01 OF bx6 I�NF,E $RA(� > ow M STRUCTURAL SPECIFICATIONS >�k Crr1'. LAfo JjOLTS GoWWWWtAK A•NP FL-Wo('f-D �'► 1) Foundation design based upon ".Soils and Foundation 7) Structural steel shall be ASTM A36 or better except pipe 15) All beams, joists and rafters are to bear upon walls or beams 1br h4D VOMM N Investigation", Project #93626G as prepared by INTERMOUNTAIN columns which shall conform to ASTM A53 and tube sections which OR be hung with SIMPSON Strong-Tie hangers or approved equals. ENGINEERING, LTD. dated October 1993. Installation of must conform to ASTM A500, Grade B, anchor bolts and bolts All connection hardware as manufactured by SIMPSON Strong-Tie perimeter drain to conform with soils report by engineer. All shall be A307. All structural steel is to be detailed, or approved equals. �' footings are to bear upon natural undisturbed soil or compacted fabricated and erected in accordance with AISC SPECIFICATIONS, 16) All structural members are shown in their final positions structural fill as approved by the soils engineer. 1989 and CODE OF STANDARD PRACTICE. All welding to be properly braced and supported, during construction it may be 2) All foundation around perimeter of structure shall have minimum performed by a certified welder and conform with AISC and AWS necessary to shore portions of the structure while other frost protection of 48" to bottom of footing. All foundation STRUCTURAL WELDING CODE, 1990, all electrodes to be EE-70XX. portions are being constructed. Contact the structural walls and columns to be centered on concrete footings unless Grout beneath all base plates and beam bearing plates shall be engineer for consultation as required. shown otherwise on plans. non-shrink epoxy with minimum 28 day compressive strength of 17) Contractor is responsible for all non-specified connections, 3) All cast in place concrete must be made with Portland Cement 5000 psi. All Trubolt Wedge Anchors and Ramsets to be contact structural engineer for details as required. Engineer { . ` and attain minimum compressive strength of 3000 psi after 28 installed according to manufacturers specifications. to approve all structural substitutions. ,`' days. Design based upon BUILDING CODE REQUIREMENTS FOR g) gCI's and Versalams are as manufactured by BOISE-CASCADE 18) Floor framing and concrete basement slabs must be complete and REINFORCED CONCRETE (ACI 318), 1992. All concrete slabs on YL CORPORATION, see shop drawings and reccommended details. All in place prior to backfilling cured foundation walls unless grade must be provided control joints (scored or cut) in accordance with soils report. All exposed edges of concrete built-up Versalam beams must be glued with PL400 and nailed adequate bracing is in place. LOWER LEVEL F PLAN shall have 1/2" cham fer. Concrete work shall not have an with 2 rows of 16d spikes @ 9 oc. Versalams deeper than 11 19) Contractor is to coordinate all diaphragm penetrations (ie, r horizontal cold joints unless authorized by the structural y 7/8" must be bolted together with 2 rows of 3/4" diameter bolts chimneys, plumbing sewers, etc.) through floors, roofs and @ 48 oc top and bottom. Metal X-Bracing required 8 0 on foundation walls with appropriate sub-contractors. General n engineer. Field coordinate all vertical cold joints with • 11�WF-Iz I ,VF.I. M O \ 1 /4" = 1'-O" structural engineer. center in all diaphragms. All alternates to be reviewed by Contractor is responsible for means, methods, techniques, � ING PESIC�NEI7ia AGCON MO D�Tf: 1�2 N�� T �Ir►6• engineer. sequences and procedures associated with this project. General • 514A r.P A900, 'Df, c S o\)S9FV ApA('1, 4) Reinforcing steel is ASTM Grade 40 for #4 and #5 bars, #6 and " q P P j greater to be Grade 60. All welded wire fabric must conform 9) Sheath floors with 3/4 T and G plywood with minimum span Contractor to verify all dimensions with architectural �i rating of 40/20 or better and glue with PL400. Nail plywood [ .) OR S.}) Et klAi.� R Std [1H�Nb 5�L5. wl Hmo S aceu C O.G, AT PftNEL 1=s, with ASTM A185. Reinforcement placement shall conform with „ drawings. Notify engineer of all conflicts or omissions � 0� I �CT1 �IOR P with lod @ 6 oc to all joists, field coordinate screw option. T MANUAL OF STANDARD PRACTICE, 1990 as prepared by CRSI. All lap " between various elements of the working drawings and the I , 10) Sheath roofs with 5/8 plywood with minimum span rating of existing conditions before commencing with that portion of the « splices to be minimum 36 bar diameters, all horizontal " g g P 40/20 or better. Nail plywood with ad @ 6 oc at panel edges c reinforcing steel to be continuous around corners and at wall „ project. and 12 oc at intermediate members. 20 All materials exposed to exterior and/or moisture conditions intersections. Minimum reinforcement protection: „ ) P / T - -concrete poured against earth 3" 11) Sheath all exterior walls with 1/2 plywood or oriented strand shall be treated for these conditions (ie, chemical treatment, �- „ board with minimum span rating of 24/0 or better. Nail with staining, painting, etc.) as required by code. L UJ -Concrete poured in forms 2 9. P g. Po „ ad @ 6" oc at panel edges and 12" oc at intermediate studs. 21 Mason and stone veneer specifications- -Slabs 1 12) Live loads used for design- ) a Hollow load-bearin cocrete mason block shall have y W CD 5) All lumber shall be Doug-Fir #2 S4S or better, all wolmanized ) g �' -Roof-80 psf snow. minimum compressive strength of 2000 psi or better laid E co lumber shall be Hem-Fir #2 n l better. Provide solid -Floor-40 psf residential. P g P CC' Z + blocking at 8'-0" on center in all diaphragms. All columns to in running bond. Mortar to be Type S with minimum cube � Z be continuous bearing to foundation. -Deck-100 psf. strength of 2000 psi free of all admixtures unless Wind-25 psf. approved b engineer. E 6) Glulam materials, manufacture and quality control shall conform PP y g _ � - Earthquake-Zone 1 UBC. b Lintels are angles L4x4xl/4. Minimum 4" bearing length � +' with AITC Product Standard PS 56-73, STRUCTURAL GLUED LAMINATED 13) All construction must comply with the 1991 Uniform Building ) each end of lintel. O 0 TIMBER and LAMINATING SPECIFICATIONS, AITC 117-84 DESIGN. Code as adopted by the Town of Vail Building Department and the c) Provide masonry anchors every 2.0 square feet for all Simple span beams shall be Combination Symbol 24F-V4 with no "General Conditions of the Contract for Construction" (AIA masonry and stone veneer. camber. Continuous or cantilevered beams shall be Combination Document A201). Symbol 24F-V8 with no camber. Adhesives shall conform with the 14 Construct walls as follows- 22) Furnish one set of shop and erection drawings for reinforcing requirements for wet conditions of service. ) " steel, structural steel, plant fabricated wood joists and q -Exterior-2x6 @ 16 oc. glued-laminated timber to the structural engineer for review -Interior-2x4 @ 16" oc., unless noted otherwise. prior to fabrication when shop drawings are prepared by the appropriate subcontractor. S2 OF 6 I I T y P Q P � n � • c co O C � I cK$ „ o .0 0 vT 30 0 p k p �U } C T = C, d N�} """ N G? 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I q 1 'I ) i I Ah jjjj 5 � -IL-0 r1o, , I�'$ SECTION H _ I "o a1-118' 2-#t5$M-s CONY = �jrj �r������ 2-*5 I� CONY, i 1u �u �i� u TOP AND �Oj'1'GM �F • I ' r E TTT �'GT�� ��i✓ ��Ti - - � • SECTION I-- � SEG'floN AI55 #�• I�t'S � IS"o,c. • . �. SECTION WAM,,4 �F" 2-�F5 Pis � HtN, 14- 0. ?UP ANo 'VOTT`oM �r �� 3�4t'1'+�tt 63''I' ' 5 PAPS I6"� /' ! ✓ YZ"�AAIta}otz Sa.�s • 4 MA5vNizY 4J HASoNRY O4011 O,G, Aw4tORs 2,o so.PG M1 ,w PMMIWo ;W PtAN 6d �ON>✓ V EEP- S1=I1 r 211 PER• Sf�11o�1 pr Sy y � ` SECTION K � °RL-� • • 0 `vIE+B f1:R ?LAW �Its moloR o0um ffAl4lW&PEg•plAtJ "°G• Z-#S t'�s b"M'*►• t �_✓ 1,,,d 1 �nO,L, TOP kND �M • 2" 2- s 04-5 Conk 76=10' WAM ' 0 2° • " • TOP� $aTTor1 S 6"MIN, � �RSe 2 "oc, . - ��•BARS� I6"O.c. 2„ • � ' F Jn SLAB P*P� #4 vhr-s e LbWEIf e 24%u, '� " I NI=Y #5 1�1JF-� @ I!�'►°•c" # t�IUF,t.S a 16 o a, 2:0" e „ „ „ , „ 10' i ttt� > ' 26 �2io -44 vow"e12+1o,G, 4• M�f°Y �R ��R�IF,tt� Ib" " _ � o.c. 4 SLAB f YLIgJ $° 1 2--off 4%11 FmHt�vr�N rO 4'4, DFmg &wtv0.t. ,� so�l� U 4",P mziME� vr,*, i SLAB PAR RM n _ Ic,1 & POSt Y R- SOIt� I PE;�INEfI:,R �zfrtN SutBi'F-Rfl PoR•fi. W/C-R►NE1. SOILS Icl 6RM+faM� Solt51N ��T' r u 24q;$1°t'PS WOT% �OR7. '12-b TOP APO $OTTONI W/Mma' PER 5ML-5 RT, � ` I • YOR•T, 1 ,1 l�i'2" T� 2- �q� • �t�lo"mil'-�." �-- Q- S 8 Gorrf. u t r • 69!2" • 2=1p' • • 'T6-113�8 • • '�2r10 � 2-#-5 OARS GoNT 2-its Gorr .I Gq-2 ofNvN, >` `_ CD P"- sgc;n oN V� �/" �° �" �4 ws �r S° I'�, PikYS 2d u0,G. " �° �„ �� 2#5 FRS GOVT. „ x A 4 �° an 4 �" z l/ Z co I-gu 1'�" 2-O" I-�" I"$" m c� 1 SECTION F SECTION E SECTION- ECTION D SECTI ON B D SC r c ; N t q Jf tL t o � - , SS ' OF,'6� 4 _1 o _ • - f •S 12 _ U 77—All b b IZA G. !!��-fit `yJ � •+ , 1 ® N I cm CL i 12 _ /fJ. \ • .0 • Or V 1 ® -p o 00 O O to AFB (ox10 ) � 6L � , � „ _3 II Y�,' kN�F� � fib. �� 2" , • '� t0� , 61L 5'/gO►c 13'/2 GoNTjOUOUs 3-P� .4 sRv�� 1v/2 �4 d� �/� g/�•"�M$, �� I 21 O d' N/tcyaJe 00t;TS TMW 6LULAM 2, �" 31 2.1 L 6OUNT"SUNK A%p 2a I 1 PUK06" (Iyf. ToP ANP oa (ox&, 6OLUMN AS SHOWN ON Q II 2 I Oz I � c W ` a 1 e VI \\ ( I 5' '/2i► W/4-5/$nct H's. •.� ° �' y,�ll 4�" II I i a SECTION Q 2 >�, � : cn . I I S� ��;�.�!o►� �II 61 ENE �t�R _ ; PAR s -nor. A1S5 j a I2x6 c* I6"o,C,, Rr�, 2X6e 16uo,c. UAL• A0ovt, >r f '101 ,P WALL MOND ty PIhN STAi f✓6 'PER ftAW , I PER PLAN I \ 12 BAR-e 16;'AC, OJ IV, ( I 2-Vl. 1'a�d.><I?j 2x1216"mac, I \ 2x10a1 " 4P 5�G, Dow 1or�cs 12 KA3'fKs HAXI oar y I _ 0 0 — ' i�yL''xSnX lid„ W 4"HAsoNRY t*- I.. I 444P& 14.0,!5-MN 2-2-(b / Y4," AND pwoon saeft%lwl. 2x�-e �6"ac, 3-VL I�¢xllyq� •� 2x�e I(�"o�, v� ' U4peA'FRAHIWd fI ADF� VNGEK 1=RAHINCs �� 0 45: i WAIL t56YOND \ 1 e k 1 — 11ZAM1*IG P� FLM 104, 1o" SECTION P �(� a/�,�,�►ou 3-#S�a�S CONY. � ^ SECTION 'R 4 If oil $ r W li �II Q.► tl �� �"�IFf`If'�►f"►1 Y►"►'rY � CC), (f W ML 50ts o SECTION O, S& F 6, 0 q Ti4;�ACT A Q d � O 0 � /V 719°39'00 30'ACCESS 6' U77/L/T Y EASEJvlE/V T � (� � Q (A'04OWAY 4_/A/0EA` CONST.) / Qo � -,j �j ((-"jnn 0 � V 84700 TiPEEL/NE LOT Q -'j .v J 3480-- �� 0 o � LOT 3 ENVELOi°E � Z N N LOT 2 Fit. .3 S 75°0&'29"W � o . d�D TACT A SURVEYOR'S CERTIFICATE Q JZ v ` CALE = /"=20 1, John E. Steimark, a Land Surveyor registered under the laws of the S State of-Colorado, do hereby certify that this topographic survey of L.OT 2 _ was made by me and under my direct super- W vision and that the survey is accurate and correct to the best of my knowledge. MOTES GL4TE ov= SURVEY- 7114161 W Z EL E'VAT/O/VS BA5E17 °5 ON MI-4 A-1 /NV =8404.4 Date: Colorad'1Stl enm 168+4, k ' Y 43E4,"Fl"GS 0A,&'E0 CA/ w_■ � �0-- i , a hi .., ��x§}: ".�$� REC0�2,0 C.gL-L FROM! SHEET��°'#r r �'^' �.�si-`a�`�ti"'y�Y .C�/V/S/O�C� �/L./NC7 3• NOTICE: xCj()xaing to Colorado lal you mint eommetce any legal action �d v do an defect in this survey within six years after you first dis- P y In 110 event, may any action based upon any defect in this ' �cqIlia1 C� 1 � � ���� i date c�� the certification JLt4 4> �4 V ��.y eTA_ main ,,7---7, .__ _= ,rs ;r w t' j i ti Tom-•.�/,d'�.I f:: �/ ✓ _- _ �— 3 I ---- r __`� _ ^, T _m� t \—' 4 v x°; �-. V� F_..I f � m-+ ..—, r,-...t�f f� 4 � � j r vt � ,ter `# .....m..nrs• �+; ;t„,' ':w.in,,�., a...e.,,ww/+ ,...4 --J ZAN fiM LO 33 L /A-'\ N n t `--- y✓�� �`'- � ,moo"'- i, `} � ^.- ;1 � �rd � F ✓firC�// � .- � � �-�' � - '� ,= > r' t: llt.�ll F 4 G V ice/ rj -" __ _" - /'' T �� t r�'M ' mr.• ,e' `Y 0 k L L A (pnl°ULUG fZ*IULOr:)t=-g fi 5 eh � r PINE C JINN 1=14441k..l1; -) _ k IF 1 tF �.a.� Qu��rirr I�' m,°ors (PiNUS CC�NTn�T� =�T���'�!�►) 2'�C�L�1��- _` Cc�u�NT!rY-1a ..' u TENT! C. ti � � �,,� �Gam-• �►-�N'f� - �uNn� \/LP-ISt112S C�UN 1OC% Fy oy F l✓ y rV 1 Iw �4 �•L�. /' � q � y a k F- U!L is 1 1� CA lff�41E --j) I lLJJ In LAN P L Fq d e ,z y , �k r �t .q �7 F ; 1 _ cV t9 1 _i // � �/'`. mac. 1 t � t 1 r- �_� � _�.,t i 1 -�""" t �r•�./�.j-- i r^�" � Tr DRAWN ELY: i✓*--,_..� CHECK Ul_ / !�\�X` r �f`;' j j\1, l�( / �, �:..,\ iM; F��r - � i ', �••-!�.-.--r L i 1` � ',_,--"" 1 _ - - F ,y w 11 ,11 1 (�'� •� `f J � rn i i w UJ moo l Ll L) ` fl3 fl "' 13 ® Q LAI j E� , S M u � LS N9 01E a r � col 0 F 1 F t REVISIONS: f ga DATE: DRAWN BY: C,;=t_ CHECKED BY: 1 \, UL ol f ' ?2 ;I gLu 1 f ` t � 4 _ e f f x c ® C ! Q 0. 13 (9 U d 4 Lo Y. r ® L (u m SHEET NUMBER AN_ w- 4 f� , N REVISIONS: _ 6 1 k v DATE: (, 4,�•,�7I DRAWN BY: CHECKED BY: 6 0 6 U ¢ I �d l i UL J, L i '2x 12 u ,, �� ii �s ; ; • \ IQ-�IJ�1C7G�tJ �� tl it 4 s i r it GN I M,N�Y JI a ;� q ----_ ■ 0 0 w d 0 oo a — �� O O CL LL rr �.--�v/l ' t,:�++�� I ✓V i i,.i� i Y -- -- = _ - - - — - -- - -- — F�tU ";-OS��r4 cow F;� ,r ss ��`;,i �t• i _� — -z I _ b F� INca �1rJlNG � G;' m Ix fil ` T w 0 u 0wr na SHEET NUMBER E T EE A T IE L IEVAT 0 H =4 � ! `7 ' r 4 , 9 s 1 , Ia r t �3 E� a� 4{ , 1 � z �1 a� a b _{ j3a Si Y ^� t{ ®AT Yr : �y� y �� e [.�_.M I it ry gy me P -, CHECE^:IEEE D SY *2 Em«== n--7 7 1 Ji l ! YY 9j { 1 A9 ✓'% ICU I oil I I ; .f J I f I r _ - 1 I ' -� _• V ; I II 1 — k jp, it it It I I, , _ ill I )— 11 E 1 I I j I 1 I ii Irr I V it it I Iddd 1 1 I I R a I i ,j u It !R9 'y =a i � � I fl-�. II ryj ` , il, r ' il' Ir 1 I I I I ��� t /. � `�' r I i ( III Oil, 6 -- i—•5� —"FIB —G—#S�J� — — h -0_ �[ ' � 1 j i 1 ` � . v 1� / �I j ' I f II _�L f ( J (1v w Ilm e1 I J ti - ' r 7 ! Ir� , � '� 1 �1 1�:.. �/f I I I 1 d LO 13 LU f r C� II Ii III QQ �� ! VI N on 11 III a fail SHEET NUMBER 8� 1 a _ ff 1 C0 1= E L IEVAT Q0K � — a (411 _ 11.0 ,; 1 , t7 { Z' tC e� Q t i� ppRjjASS f f4 RMVIM g, f kr �y gg LA, s fill ; ! _ _ 1 �� fs 1, tf r ; cu —- I I II I f I I 11 i I � � I t� I I I i � � ; I i �i I � I� I, � ►*e C I J _— ` r \ � L9 0 Lug 1 i Ij! �/I (��K/�Y \ l NO II I i � t SHEET NUMSEr;�-a 0 U !1 \ r Y DA'V'E: DRAWN BY: CHECKED ®Y: EV 4-9 IR Cc FF I Ir t I ?I N 1 1 f 1 1, 1 1 i I I i I I i q N � f , II i hh t 9 P � F r 4`-.,.yt L-- JL— "o • r ( + � r 1 { A'� � i � + f � i 1 i. � I fk .t j. .� ii I � t ��, f, 1I u �1 iL r' I eyes! 4 '0 LNG G>I`-:NO IN G-- I i t — U in 11 �� ` L9 IC EU In I •�- oTi NO, 07 427& 3 5� SHEET IMUMBELP"I An w N.LDJ T W EEE �qB=� 1—�r' E L VP 00 N V p � cb 00 L � i f • I C ' Y CL O ca t C Y O �R C Lv O U `�° -p e o O U C - 05 cts N > C-4 LO f ff^^ W CM I- I w O V i t t T O I I tt■p cv "� N i. I O I I N M 0 CL I ----------� I---------------------------------------- IC 2x10 LgmCf- � 3/ "�x8'li" N TO.Ns fy 0/4. x 5-% h 1x12- LEER Move- W I aN I d ° w I--------------i 2vL 13/+x5'8 rl% �J o p N \DF o � = I I x N x r �D N " _ X - I __J I N �aJ x 2-Vl. Ib�¢ I I7 �� �D �(/ ( ,� OF i I I eF TiXWoo V I — ■ �` i � �5- I2` Ito �-�-'��'' 0 4 I• Io t � r � 1�wN� W�au, -- - �i" \� � 18" ICI e I�" ,�. _• I - X Cn I� II'/g'06I el ''ac. — RI N� FWD x k W �■� I I > > N cl1 ec, LAOE I b op. s'/0 x 1 2x 10 N V r---------------I- �! Z I F o , >r I , a co I I N 3 - 2 x 12- N ' x l ►2 0 I I e � a m ) V 2 _ 2 1xv Ile STRUCTURAL SPECIFICATIONSao1: 6x6 KN $RPoc� BEww ► JU 0 LAO J OUTS GouNT>✓RsuNK AND irt'L* W n 1) Foundation design based upon "Soils and Foundation 7) Structural steel shall be ASTM A36 or better except pipe 15) All beams, joists and rafters are to bear upon walls or beams Ttx FWD V°M � A Investigation", Project #93626G as prepared by INTERMOUNTAIN columns which shall conform to ASTM A53 and tube sections which OR be hung with SIMPSON Strong-Tie hangers or approved equals. s!� ENGINEERING, LTD. dated October 1993. Installation of must conform to ASTM A500, Grade B, anchor bolts and bolts All connection hardware as manufactured by SIMPSON Strong-Tie perimeter drain to conform with soils report by engineer. All' shall be A307. All structural steel is to be detailed, or approved equals. footings are to bear upon natural undisturbed soil or compacted fabricated and erected in accordance with AISC SPECIFICATIONS, 16) All structural members are shown in their final positions structural fill as approved by the soils engineer. 1989 and CODE OF STANDARD PRACTICE. All welding to be properly braced and supported, during construction it may be 2) All foundation around perimeter of structure shall have minimum performed by a certified welder and conform with AISC and AWS necessary to shore portions of the structure while other o frost protection of 48" to bottom of footing. All foundation STRUCTURAL WELDING CODE, 1990, all electrodes to be EE-70XX. portions are being constructed. Contact the structural walla and columns to be centered on, concrete footings uhleslr Grout beneath all base plates and beam bearing plates shall be engineer for consultation as required. shown otherwise on plans. non-shrink epoxy with minimum 28 day compressive strength of 17) Contractor is responsible for all non-specified connections, 3) All cast in place concrete must be made with Portland Cement 5000 psi. All Trubolt Wedge Anchors and Ramsets to be contact structural engineer for details as required. Engineer and attain minimum compressive strength of 3000 psi after 28 installed according to manufacturers specifications. to approve all structural substitutions. days. Design based upon BUILDING CODS REQUIREMENTS FAR 8) BCI's and Versalams are as manufactured by BOISE-CASCADE 18) Floor framing and concrete basement slabs must be complete and REINFORCED CONCRETE (ACI 318), 1992. All concrete slabs on CORPORATION, see shop drawings and reccommended details. All in place prior to backfilling cured foundation walls, unless grade must be provided control joints (scored or cut) in built-up Versalam beams must be glued with PL400 and nailed adequate bracing is in place. LOWER L E V L FRAMING accordance with soils report. All exposed edges of concrete " P 0) shall have 1/2" champfer. Concrete work shall not have any with 2 rows of 16d spikes @ 9 cc. Versalams deeper than it 19) Contractor is to coordinate all diaphragm penetrations Fie, 7/811 must be bolted together with 2 rows of 3 4 diameter bolts chimneys, T- / 9 / y plumbing sewers etc.) through floors, roofs and horizontal cold joints unless authorized b the structural � g � j y ed V-0"i e and bottom.. Metal X-Bracing required on foundation walls with appropriate sub-contractors. General engineer. Field coordinate all vertical cold joints with @ 48" cc toII&I ^ center in all diaphragms. All alternates to be reviewed by Contractor is responsible for means methods techniques, • LOWOc L.UEL �M106 MY.1N� 1'a Auu t*4ODxT>: I/2 60N�'e TorfI", 1 /`i" = 1'-O'� ��• - structural engineer. Po , , q , engineer. sequences and 4) Reinforcing steel is ASTM Gracie 40 for @4 and @5 bars, @6 and " qu procedures associated with this project. General • 5I}PkQED l�pr 'J�b'TtiS OV 'N11.1C?. greater to be Grade 60. All welded wire fabric must conform 9) Sheath floors with 3/4 T and G plywood with minimum span Contractor to verify all dimensions with architectural CL with ASTM A185. Reinforcement placement shall conform with rating of 40/20 or better and glue with PL400. Nail plywood drawings. Notify engineer of all conflicts or omissions • ) I 0 Q})Eitlz WAV_ R C( p(ZS}I (1)�FY7 5a' IC-5. Wl NAV9 SPPe-W e q O,G, AT EA44. , eP&S - W MANUAL OF STANDARD PRACTICE, 1990 as prepared by CRSI. All lap with 10d @ 6 cc to all joists, field coordinate screw option. between various elements of the working drawings and the Q �— splices to be minimum 36 bar diameters, all horizontal 10) Sheath roofs with 5/8 plywood with minimum span rating of existing conditions before commencing with that portion of the 1 40/20 or better. Nail plywood with 8d @ 6 cc at panel edges reinforcing steel to be continuous around corners and at wall " project. and 12 cc at intermediate members. intersections. Minimum reinforcement protection: " 20) All materials exposed to exterior and/or moisture conditions 11) Sheath all exterior walls with 1/2 plywood or oriented strand r -Concrete poured against earth 3" shall be treated for these conditions (is, chemical treatment, „ board with minimum span rating of 24/0 or better. Nail with W -Concrete poured in forms 2 " " staining, painting, etc.) as required by code. • " ad @ 6 cc at panel edges and 12 cc at intermediate studs. L- -Slabs 1 21) Masonry and stone veneer specifications- 12) Live loads used for design- s) All lumber shall be Doug-Fir #2 S4S or better, all wolmanized a) Hollow load-bearing concrete masonry block shall have lumber shall be Hem-Fir, #2 S4S or better. Provide solid -Floor-40 sf residential. minimum compressive strength of 2000 psi or better laid blocking at 81-0" on center -Roof- 80 psf snow.ter in all diaphragms. All columns to' -Deck-100 psf. in running bond. Mortar to be Type S with minimum cube co be continuous bearing to foundation. strength of 2000 psi free of all admixtures unless -Wind-25 psf. approved b engineer. Z ' 6) Glulam materials, manufacture and quality control shall conform PP Y g with AITC Product Standard PS 56-73, STRUCTURAL GLUED LAMINATED -Earthquake-Zone 1 UBC. b) Lintels are angles L4x4x1/4. Minimum 4" bearing length . 13) All construction must comply with the 1991 Uniform Building each end of lintel. (� TIMBER and LAMINATING SPECIFICATIONS, AITC 117-84 DESIGN. Code as adopted by the Town of Vail Building Department and the O Simple span beams shall be Combination Symbol 24F-V4 with no "General Conditions of the Contract for Construction" (AIA c) Provide masonry anchors every 2.0 square feet for all Q camber. Continuous or cantilevered,beams shall be Combination Document A201). masonry and stone veneer. Symbol 24F-V8 with no camber. Adhesives shall conform with the 14) Construct walls as follows- 22) Furnish one set of shop and erection drawings for reinforcing requirements for wet-conditions of service. -Exterior-2x6 @ 16" cc. steel, structural steel, plant fabricated wood joists and -Interior-2x4 @ 16" cc., unless noted otherwise. glued-laminated timber to the structural engineer for review prior to fabrication when shop drawings are prepared by the appropriate subcontractor. 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I / v o, G �� 13 IP a, 10 I I 2- x I� o� 2 U VA, A X17/13 - - \ ,� ---T � 1 W c� Lb ° N �+ '2k a �� (0 ' x �� K I i +c* +�� ,� �� r v� c� e ` o,G, V� 13 x Il��b ��'oc, N x I); 6 v I - ,�i 3 - 2 + ,- -- - - - - - - - - - O 1 OFS x + 11/ N - x 1 N cal �/� °� � W x r X, ' ' s J T U. -j i8 h1 x l �" o, G, c� 7 b m x N o I I I I w OF V 13/4 x 117/$ & .G, o °� ti X �' —N X —�- CO M Y. 10 x J 3 2 X 2 � N N N � N � r- - - - - - - O Sx � _ - _ , I _ r, � � 5' q, x 101/1 =� xFIF N -�-- -� - - - - - - - - - - - - - -1 O 3 -2XZ7 3 - 2 x 1 o -ZXQ� � °� I J ,� I I J �-- a - - - - - - - - - - - - - - - - - � W oo O oa UPPER ROOF PLAN 60IN , , sal. N Ns A nN� +s s s �, 1 / 4 = 1 - 0 w Closes • T Irrr °g SNP Wig- � Sc�,2� GPWA_7NIN6 SPOCQ. 41/ NAILS dSnVtFFD (5 "o, G, At PA?4 el, Ea!°ES, U) d' � 0) T T W M L W Z m s' „ .OF6 0 rGr� AOCHOPL Tot r5 ,p �IIOrC � r N M A01INE 0I.TS GO pout, fir- 41 or-5 6OU N ARP _ WI�Jt;t,S cs 1�"o,c. v b"NIN. I 11 pLUC��nF�. FTu 2 0 -FOP /ANDTnM /�11 � T-SF+APED 11 311 2 0" Q Go�rIE-Top 13►BIDE h 311 r • S5 how L2?'. 1 211 � TO N % 0 NiP{. WHNCB WAU {�R• FLP41 C CONY, � O I SLAG?E{Z fI" v = > � fMI &'P>iR-YU4N O 15�,'/�►1 STA��RS Yf� PugN (��u°p` 3 2 � 2-#5�a�-s CONY. c» Y d' , -Pf PcNv DOITCH 1 O U 0 2` PPC-S CoNT, pll `' _ 0' 0 j I II C r 4$R�S�2`T'yO,C, 3- vDWEtf, 2Y� u �il (� 11 �u i1 N � $ co 4-1�kg-S C: IQj o.c, fl t�. $/ ~' I$"O.C, "—(o" STD NFL V EPI EF•R $bCMots a�5. T7 SIB/kND __ ■ P fY-ANIW1 tVP- 1't.P'►J tNFoRc�MIiNT P� ti 10 r SECTION M. #4 WS CM to N� EMI Wa 1� ' ao i 75! yZl • 12111, L • �'2" Nc#toR 80 UM � It* Putty loNr, -to P A�►v 8oT-roo 44;'SToNr✓ VENEER 44 mum Gr Ib"o c, . �2�.�� ft-�5 � SECTION N �(�MIN� PFa�� �� 5�,�,oN >�,�s. 2-� � 1 II 0 I _" �'C 2-#513AG co►JT, ' • �fj III, Y2'd2 PN�c�NoR W UTS E8 '— ~ �p �ac�bow a � - -foPA*ID $ot`for{ �4 1-o s+vlo,c, N is 1610,c, b NIN, 1 , n stag P� PIAN u �o-I hi ,+'SI HETF:R 'DFAI N O O bl,-11'x" 1,:J/6?-MeL.. Pte• 501us ,a V RF�oRT, (�R�(aO�kb • � • 6uHIN- .L O'cp o we.L, 65=0" #d 1;An IS 1g°o,c, 4-"6"STONE v WH INb W PtM Poe PAR SEC.T►onl 5 Y:e'4?pX419oovrs i 67� In 69AMG60�fo ImwoLs • G+ o.L. 2-#�FA FS GoN1% �• �F PIAN 2-#5 �� ,�r I6 L10,01 # >� 18"2' �5 8P$5 e TOP P/tw 8o1'Tor1 6 N►N. l �U MA,S0N1=� 1r--g II n t 13WS ov29"10,c, S>%LT1orI kls5. 2'#-5:mls 1 GONT• 4'MNRY > 5I4 • 2' �, SECTION G LAS fes W C�RAtiEV �So►uS - 44-GbIjEtB *�94"u z' 2-#r5$a>Ds cor►T, �v lop�v $orroM � „ 6s-d S w "o.c, 65=0" ,� SkAb TW PLAW 4110 ETE "0"MR 'Df=PoN • I� lni EL T�* Sous s" 4" HA6vH f-Y Pr cc"CION ltf$5 • gll C/ ,O �i'-bu SNNE VENE� � T� {�¢Ck1171%G-FUfZRIS 41I YAPS torlT. rib"' 4 poweus�, 16"o.c, NnsoNVW AWCOoP-S e>Jvg'" 2=0" 2-�f5W-S6oNT. 4u rFANI4I,h P6F-fl.aN 12,0 SQ. fT, 411+WimeTm Imp W/&zAVM fM So,uS < : 1`� S LAP,r*rto.0 "HETI� 17}�AIN pFpo�T I'S FxoFr, 2-#s W6 GaNT. I x LLI k SECTION L ���. col, 0 0 oil 65'-ro' C SECTION H F31�115" �,1 . • mi 41 6 x1 U -rof M.+D ;P� �H '1 " M E Ve:N1iER (o' STt�1 SIAg PEi�F�.a►! W/(oW�VEL� 5A IfiN • �r* S"MoN p,�5, - WoFT, bl ►` 6' I�811 �NIN6 per- YLftN 650' ' • ,1;�a 1,811 z AID 101115 ECTION I J - y C 4110.6. 1 a 1 n 1 n S sez-novj A 515 #`# �5 u 8 '� LLB a-#5 SECTION J �4� P�HII6� PIS — b crNIN. W ANv POTfoti • 4! #5 6"o c. � o CC Q ► Yy11�!thlU}oA t3m-ts • �°IBS°Ng-Y IJ NASoNRY (940 11 0,c, /tNUt� Eo 54,1fi, 1=RPrMIN(� PLAN `mi"-O ST.oNE ve-obi- #�S t;AV-5 a- 16:'0.c, SECTION K' 2" SLAB f1;R PLAN mooR $ove, FfANIt�l6?ef- atJ � `�$"°c. Z-fFS�s color 6°NiN• O (oP AND O 4t3,11,7,c, J j t 3!2` 7610' 2' • • -W AMA &1TOM T, L m �11 M11J, #a- Psi 8 Q�•'aG, 0 �G?IoN /455• 2" , C\1 � #��•�s� 16"o.c, • � J SLA5 T P #4 VASS 0- X\ Iwo IIEtfi 2 'IOG, n " #r WkI I� o.c, �oAr-r rw- 1 11 > ee=0N A/45 2 O Q- �2�" !IEtc�. J"o,c, 4" HASoNgY P>� 211 11 Ion mokse�o 1 n SECftorl A135- , 11 # 4 tbFa►ftl;�2�o.cv 6LAB � Yut1J I?$° ,�2 0 ��11 °cp YEWH�fN 731-2'� 650" LL 4'4, Iw►METER DFMN �u II lil/C�PWSAI per. Soul W f(,RAVft. F"F.� Sobs ,, SLAPi PAR PLRN f P--fW-t, I 9,u,# 'P t4W-f- PAIN Su-5 Mf- 'I�+r1 Pori. RANEIF YEK t� Pt R1Mei�P"IN 1 n 4 a 2 5 5 GopeT, / t�oRT, \ F3�RT, •12-b * '�' -I'o1'AND �oTtoNi k1 GWn►�- PER SoI1�5 I • Wof-T, . 610"°ill'�n 2- 5 Y GONr, • 69'2 i��— • 2- 5 8s corwr. 11 1 r 2-#,S $1 S GONT 2- s CONY 1 a �2�lo' • • 'Ib-F13�0 • • 1 Z. wr 1, Z. g'1 "(� /,ND V oa T'"101A • $n 811 �„ I I • �° ^ fo,%Awf-of FNvIJ, � U) W 5SCM0N v��5 3-#s$AgS # 814RS�2�°o e, 2#5 giag-S 60VI; E co 11 p„r �11 Oil ,,r 0' 4' �0 � � Jil ar 11 Z alon ,0 Q I = SECTION F SECTION E D SECTION D SECTION C SECTION B SECTION A I ' OF 6 $5 "1.N=101 �`1'LI�� �5 �'4:'-1'O�I C�5 3�4,1�1�pu �5 " �—I`O (n ~ 12 D N cO �6 v r'- 2.A liza Q co Cl) C Y CL ( 12 = > 14- Y O U oV O 0 C r N pF#I (ox►o (o 5'/gx►o'/i a, �co kN► Tttl: �= N T- A S'/ +c 13'/2 Go �uo� y�,��savvy 4y�M$ 3,� ~ $ NTI 5 NAC.N►NF_ 00uM TMW 6LULAM qe �� 2 Sal i.. r _ 60UNTF,RSUNK AND lz I ® � I PI.UC-b*,D 611r, TOP ASP " OF. (ox(p GoLUHN ' AS SlAoIJN ON O cm 3 ( 4! E 8.2 u n 2 I I IMF 16x(0 4) V Ic O•- *0 a pp *I (ox(o I 'f5 5x5x y2 r -- ' I 3" 3' Irw44TW %Ale w/4-V011ct H,B, ` � 0 \ I *TToH • I *" y 11 it W I O i a SECTION Q I 2-�5$as LvNT, rof'O D 'permotN _ leg s�notj A1s W z II O I � 2 X6 m I6"o.c, Z I I I �� 2X6@ 100.c. � Py PLAN ST�� �� '�WAU- W014D W c� IFV*VtAw 'PER YLAO �\ LL 12 45 BARS a 16"o.c, IO 0, a m O I�u G. M IJots7s �12 >zA�'f�Rs M ,Oil a cc \ 4 + voc 0 it i m O W NRY ' W I 4-YVI4, N,b.'S TµIy 2-2xro -- sacnoo AJ$5 Y, �' V It ANV ('LWooV SReA- ' lW, cm } F— J 2.x`t-� I(o"O c, 3-vl. I'�¢xll�/g \ 2X�'�' I(o"o•c, 5V2I Q�O6/z' UHPEK-f1? l 1Wd 1}EapER UNDER FFRAHR-* 4 , I� >0 O a WALL, t%,YoNV lo" SECTION P SECTION R 4'�I=o" w t E co 14' 4!1 q n 4 ' �y�p S�o„�crro nQA.�� r 2��uoRT. O SECTION O 3 , „ S6 OF 6 iv r LOm IMPROVEME14T LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for BECK & ASSOCIATES TRACT A that it is rot 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 j� improvement lines I further certify that the improvements on the above described parcel on FOUND PIN & CAP v this date, /13/95 , except utility connections, are entirely within the LS 26598 \ SA boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, V \r � ., �� Olt except as indicated, and t'-1ot there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted SCALE: 1» = 20' , � ko1 �}L DATE OF SURVEY: 2/13/95 1-57-A 1 ,f � / s___ -- � ✓ �b ,,1 � Date _?�. 9 _ --- 3' OF SNOW ON GROUND ® TIME OF SURVEY ,+ ' / Stan Hogfelwe/ NO DRIVEWAY ® TIME OF SURVEY c 9'oo Vv \ 10 0 / Colorado P L S 26598 Cj \ TELEPHONE PEDESTAL J UTILIY EASEMENT ACCESS & / FOUND PIN & CAP / / � UTI!,TY EASEMENT LE RIC L S 26626 �'\ \ / j T NS j T / X439 /\\ 150 NOTE EASEMENTS SHOWN ARE PER PLAT ONLY, NO TI LE SEARCH WAS DONE /y 6 FOR THE EXISTANCE OF ANY OTHER EASEMENTS \)GE RppD / 0 I/3o; PSpEN R� i/ 3 B3 CONC Z 6 h \Oo 100 ++ �I WALL L a CONC 9'0� 3 PAD NOTICE I CONC �\ \ LOT 1 According to Colorado law you must commence any legal action based 3ti5 OVRHNG \� upon any defect in this survey within three years after you first OVRHNC k84944 jO \ discover sL.ch defect In no event, may any action based upon any EROAD F —� ' / defect in t-iis survey be commenced more than ten years from the /h DECK date of the certification shown hereon O • 84944 \\84944 10 1 0 COLUMN' A O \ DO 237\ /� 20 \ �0, `J \8500 9 / / �10 7 ° k 150 \ r � � / / 9 0 Z � MAR 6 1995 \ o ° 2 STORY WOOD FRAME 05 J y ti PLYWOOD SHEETING IN PLACE X85010 / (UNDER CONSTRUCTION) DECK o 05 1V1 DEVi D EPT �o / \ 45035 J7 5009 / R 8495 5 o > /�co o\ 9 \ LOT 3 1 I / / �; / / C� LOT 2 0 81359 ACRES \ \ BUILDING 1535 ASPEN RIDGE RD ENVELOPE / \ \ / UTILITY EASEMENT V / 100 100 ,� 220.00 IMPROVEMENT LOCATION CERTIFICATE TRACT A LOT 2 BLOCK 4, 41199 HIGHWAY 6 & 24, EAGLE—NAIL LION'S RIDGE SUBDIVISION, FILING No. 3 P 0 BOX 1230 TOWN OF VAI L, EAGLE COUNTY, COLORADO EDWARDS, CO 81632 (303)949-1406 \ PATRICK FILLIETTAZ 2/20/95 JOB NO. 411 IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for BECK 1c ASSOCIATES TRACT A 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 I further certify that the improvements on the above described parcel on FOUND PIN & CAP this date, 2/13/95 , except utility connections, are entirely within the L S 26598 boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. SCALE: 1" = 20' DATE OF SURVEY: 2/13/95 Date 3' OF SNOW ON GROUND ® TIME OF SURVEY = `A' Stan HogfeE NO DRIVEWAY ® TIME OF SURVEY o 39�QQ Vv 10 0 / Colorado P 1r S. 2fi59 r S ,G TELEPHONE PEDESTAL UTILITY EASEMENT / ACCESS & / FOUND PIN & CAP UTILITY EASEMENT LE RIC • LS 26626 43 9 T NS 1s o NOTE EASEMENTS SHOWN ARE PER PLAT ONLY, NO TITLE SEARCH WAS DONE D FOR THE EXISTANCE OF ANY OTHER EASEMENTS � G� ROPO /- / 07 e° 2 D 00 PSPEN R\0 3 8 ONC z e \Oo 100 / ' v WALL 2 CONC PA NOTICE CONC \ LOT 1 According to Colorado law you must commence any legal action based (� 15 5'x2 / upon any defect in this survey within three years after you first MAR 1975 32 8494 4 j° OVRHNG \!�\ c discover uch defect In no event, may any action based upon any EDGE OF i/ OVRHNG 13 \`SO TOV COMM. DEV, DEPT. defect in this survey be commenced more than ten years from the - ° i DECK l� date of the certification shown hereon ,'"84944 84944 �° \\ 1 0 COLUMN�� \ 3F N , \ O 15 0 \8500 9 / / ° 10 7 \ Z O OS \ �\ 2 STORY WOOD FRAME _y � PLYWOOD SHEETING IN PLACE X85010 N\ (UNDER CONSTRUCTION) o DECK \ \ os i \ 6L X-8503 5 / 17 \8500 9 8495 5 \ / •�� "k° LOT 3 CA 0 LOT 2 0 81359 ACRES \ \ BUILDING 1535 ASPEN RIDGE RD N ENVELOPE \ UTILITY EASEMENT V 100 100 �� 220'00 / op8'0 IMPROVEMENT LOCATION CERTIFICATE TRACT A LOT 2 BLOCK 4, LION'S RIDGE SUBDIVISION, FILING No. 3 41199 HIGHWAY 6 & 24, EAGLE—VAIL PO BOX 1230 TOWN OF VAIL, EAGLE COUNTY, COLORADO EDWARDS, CO 81632 (303)949-1406 PATRICK FILLIETTAZ 2/20/95 JOB NO. 411 4 k V N 2 iE loo I, � N I -± � — �a — Ij'�' .ids.—i' ) �•�,�.f-�,,a.L- c � r E .� � i�� k.�ll-�� �f.l✓ -},.gyp ' E 4 cl) r CV o ----- .— Z raI� - y` 1/ — do o FA OA %Q. r4 LU APPROVED BY THE U) TOWN OF VAIL v r DESIGN REVIEW BOARD W I wm DATE: — �' o / SITE PLAN lll'lll,,,j,lljjj�,,jj oll lip do -� z _ . 1202e, 1 o � Al o ' , N LO C6 °O L v �- o Q M I ♦ C Q As e n R i d d p g a R o a Pl ant Schedule -o 0 ♦♦ Sym. Common Name Scientific Name Size Qty_ CZ 0 I m 4 0 2 - 00 Spruce Picea pungens 8-10' 3 o-°o GBlue Spruce Picea pungens 12-14' 1 C v / _ ♦ Po ulus tremuloides 2" cal. 24 j N > .• •. ,, Quaking Aspen p • Quaking Aspen Populus tremuloides 2-1/2"1cal. 11 .,. � ;•••• .� "cap + Quaking Aspen Populus tremuloides 3" cal. 11 O Alpine Currant Ribes alpinu #5 10 m �� ° z" Z •� htluG Rabbitbrush Chrysothamnus nauseosus #5 5 ' Ln cl wz .' •• ::: ♦ '� Intlsr1G 'Tall Blue' 2 °Z /� •• � Silver Sage Artemisia cana #5 15 g�1 N 2Ii • • ••• ' \ N �4 23 + • ;, • Zyz„ ,, Klondike Potentilla Potentilla fruiticosa 'Klondike' #5 ° •'- \ Common Juniper Juniperus communis #5 9 °° O #5 0 • M • � o2vi - -•,:. 1;� a . ;j, . • • � � � Saskatoon Serviceberry Amelanchier alnifolia • Zoo • " �-' OQ M Dwarf Amur Maple Acer ginnalia 'Compacta' #5 4 7� - ♦ O ' •• \ .: : ° :, oo Bluegrass Sod 800 s.f. x -�— 11 ''', � :' : • - �'''' ~ Native Seed Mix o �jC �•-.� z/L '� ' ' ';'•• \ �; ���� Wildflower Mix 78 Mixed Annuals/Perennials Mixed 4" pots, 1 o.c. 160s.f. {cps o General Notes/Specifications _ ,� \ •/ 1 All plants shall be "Colorado Grown", if not available, "Colorado _— / o\ ♦ `� Fielded",or"Northern Grown" may be acceptable Aspen shall be nursery �Dc grown 02�> 1 " 2. All plant material shall be placed in pits having a maximum diameter o f 1-2 R2 150%of the plants' total root ball or container volume 3. All plant material shall be backfilled with one part well-rotted \ / s ;s;. / •� ;•f' s�" manure/compost mixture and tilled into rock-free topsoil to a minimum depth 1 / \ ° Z„ of 6„ y .� � � ��• •• �K 4 All shrub beds and tree wells shall receive a minimum of 3" shredded / I i2 5' �, I ^Q ,a :• S ? ♦ hardwood bark mulch / 1 '+ S ' �T •�• ♦ 5 All evergreen and deciduous trees shall provided with a tree well at its g,.io ' J S• S base Wells are to be earth constructed having a minimum shallow depth of 6. All deciduous trees 2-1/2" cal and over are to be staked with 6' steel .,T, stakes and guyed with#14 gauge galvanized wire and 1-1/2"wide x 18"green • •::, z /'' ' S g : ° /` nylon tree straps, all deciduous trees less than 2-1/2" cal shall be staked by 6' •• �� � � ` / / Z lodgepole stakes with the same guying and wrapping specifications ° 7. All newly planted trees shall be rootfed at the time of installation .'•' / 2 / Rootfeeding shall consist of a liquid root growth stimulator, including vitamin B-2 and aslow-release fertilizer composed of 14-14-10 + 2% iron UJ i. 11 / / 8. All shrub areas shall receive Mira-fi filter fabric Z� „ / L" �•PQt�O�LI �,OG�'�IDU O` �- / / pu)i ��G O DD �� / p Unless beds shall be separated from sod and native seed mix by 1/8"x 4" ��� � , �I � planting beds sha p Y y Z � / 2 � � �� ( � �1.L -� � � / Ryerson paced 40t maximum Edging shall be tacked m place with 12" edging pins 10 All newly planted shrubs and trees shall receive drip irrigation, all sod areas shall receive spray irrigation with 100% overlap This system shall be automatic Temporary irrigation shall be provided to all revegetated and � wildflower areas for a minimum of 30 days, thereafter reduce watering O / / / /////// / � ♦� gradually w ��,'1 - � 11. For all areas receiving Bluegrass sod, apply 20-10-10 fertilizer at the rate of 51bs per 1000 s f prior to the laying of sod 12. Mulch all sown areas with 2-3" of straw or hay, free of weeds 13 All straw mulched areas are to be tackified with approved organic O / / / / / ♦ tackifier at the rate of 120 lbs per acre W ll- 14. All herbaceous planting beds shall be ammended with werotted manure/compost mixture(one cubic yard compost per 350 s f,one cubic yard O Loll / / / / ♦ manure per 250 s f ) and tilled into rock-free topsoil to a minimum depth of 6" 15.All herbaceous beds are to be topdressed with 1/2"black Colorado humus �p � _ / / � / / / / _ peat w 120 16. Plant quantities symbolically shown take precedence over written > mmi quantities J / �f / / ♦ 17. Verify locations of all pertinent existing improvements and utilities / // �� '� / / � � ♦ already installed prior to commencing work If any part of this Plan cannot be >- followed due to site conditions,contact the Landscape Architect for instructions prior to commencing work 18. It shall be the Landscape Contractor's responsibility to conform to all / / / / / ♦ design criteria as noted on the Drawings or technical specifications Any / / �� / ♦ discrepancies, deletions, additions, or alterations to the Drawings or specifications shall be presented in writing to the project Landscape Architect prior to installation 19.The bidding Landscape Contractor shall submit a "Supplemental Schedule / / >ZUGK G71�LL1` ♦ of Unit Costs", itemizing each unit, to include its pro rata share of profit, for Korth 1 - ♦ either addition or deletion C� , =10 0" 20.Landscape Contractor shall submit the Company's written document regarding it's policy in plant guarantee and replacement to the Owner Each guarantee shall conform to the minimum standard of replacing all material, Landscape P l a n including labor,due to the sickness or death of a plant for the period of one N N Lot 2, Block 3, Lion's Ridge Subdivision Year following final acceptance �— E Filing No. 3, Vail, Colorado — � z - - - - -- -------- - - - - - - - - - - --- --- -- - - - - - --- - - - ---- - - - - APPROVED BY THE TOWN OF VAIL ° o DESIGN REVIEW BOARD DATE: L c� PLANNER: k cb ao r L r I c CL 0 I Y 0 V 20 o r O UU N .01 moo t,k 1f f I I" E i f i t I i � III � II 11II111 � �r I � / � I - - - -� LU IT I �. 0 I Cl) I a � O fi J I o � w + + APPROVED BY THE + + TOWN OF VAIL DESIGN REVIEW BOARD D \ � DATE: >M PLANNER: c Cf5 -17 G .GARAGE LEVEL FLOOR PLAN o A2 U o2 r_+ cb ao U � Q C a k O -v o � 0 CO U 0o oV O C7 f N El'Et I LU I w I I O - - LU t+ o i - w J r v' ui I APPROVED BY THE J TOWN OF VAIL � DESIGN REVIEW BOARD >M DATE: �y U) PLANNER: LOWER LEVEL FLOOR PLAN ` Z 1 0 0 r r � U _ • �-, co U � Q ' - N Y CL _ > -a o c Y O O V � 0 O C7 OV p C T p N � ty Ilk" 11 4 b f' f ` K i— ---�- -I—- — 1 0 4 a o va► o 0 .I -�- �- -o _ __4 Lt le- w uj d o T co O -�_ uj 4e oc I 10 uJ �... ui V rt APPROVED BY THE o TOWN OF VAIL ..I DESIGN REVIEW BOARD DATE: PLANNER: `S M UPPER LEVEL FLOOR PLAN E C6 o A 4 r, j N N % a`—o 6 E v CL crj 80 0 O U L E cj) CM > lilt t k ' - i I I --fig i I l 1 - I \ � r LU fITT 0 APPROVED BY THE J 1 TOWN OF VAIL � 1 DESIGN REVIEW BOARD >M DATE: PLANNER. 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