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VAIL VALLEY FILING 3 LOT 7.pdf
Nry ? N � T f ry �`�u � � � � � � LANT SCHEDULE � � � P � , _, � � � o � ` � V SYM. COMMON NAME SCIENTIFIC NAME SIZE COMMENTS - � • s o � � . . ? 9 � PP Colorado Blue Spruce Picea pungens 12' H. Blue foliage - � � -" T .. � � ' .� . ' , � z �x � PT Quaking Aspen Populus tremuloides 'h-�2" caL '. - _ � PV Chokecherry Prunus virginia 2" caL `� �f �'�` I,� +�' 1" � _ 'J C � Y �" � �l� h � xj JUC Common Mountain Juniperus communis 5-gaL ' • ° r, � � Juniper / 18 " Nylon Straps � ' 1 / 2 " F ; � ber Hose MAH Compact Oregon Grape Mahonia aquifolium 'compacta' S-gal. T1 �'►�' ' fr'� '� ' ���1'r .�- � Holly il I MIS Maiden Grass Miscanthus sinensis 'Gracilimus' S-gal. , � ~ _ _ � PHM MountainNinebark Physocarpusmonogynus 5-gal. �� ' 14 Gauc � ealvan : zed w : r� 14 Gcuee calvaniz ��' wire �� � POF Shrubby Cinqfoil Potentilla fruiticosa 'floribunda ' S-gal. , i� ' �' � � ' ' ' ' ',�� ' � A1 ine Curraz�t Ribes al ina 5- al. � '�� �1C��' � (n RAL P � . II ' %^' P N� w � 4 w 6 ft . Lodgepole stak ? s for trees _ ~— � ,�/ I I 2 1 /2 " ca l i per or under � `— IF , �; f ' ` �```� ' I II - F�%�I � � � 6 ft . Stee1 T- Post stakes for trees � ' i �' � /, �� ��il ' 24 ° ste_ 1 s �- ake '7 r � I) . �..y �-; i 2 1 /2 " caliper or over „ �� , :.�_ � � / � '� � Vlli °' �-� ��� ' � � � ��' P � �� '� i � � I �� �. ,1 S7 1 , . u.ye� 'M' _ � T� �I ' _ ' I . ii � ' _=_ III _S � � ' IIl .', III i �= J = � = i �� ;-, � i = � _ . . _., �,�=-, - I ��ill� Ill � I I �II� � ---"; I �, . , Note : Evergreen trees shal '. te auyed I in three places :;C' � � v e �� S �: � � : EVERGREEN TREE STAKIN6 DETAII D : CIDUOUS TREE STAKIP�G DETAIL - — � Aoo¢�� .i,A"c "'� � Qc �SuaO.v�.� Gt k°�Od �A� _ " Q0' � 5"i.e�A..L' `_ i � � ( � �_� J°RiW ) (` �.� ,/' FY ) � � � 1 � -� o ' :G'¢ G '�..5. � � �� � � � `�1 \ I � � � �, � , � �� ,� � � � . . . . : . . . - � . � � • . : _ � � . . . . ' � ��'���` �� ;� �� �� '' ''� � � " � GENERAL NOTES/ SPECIFICATIONS 1 � •j�' . ��� � ' � � � � � `.� .., � �.� � � � � , i � � : � �� °' . . � i .:�� I � ` � � . I ` . � � �< . • ' �� ' � " '• 1 1 1 . All plant material shall be backfilled with une part peatmoss / � >( I � �� �. � `-� ✓� �%% � � '� ���� � . / I I ' compost mixture to two parts topsoil . ` � � I� � . .�r ,�_ : J � ..� � � � �' .`. . / , "� `:,•�^''; •� . . � / 1` � � . � . . 1 . . �t , , ! �� � � I I I 2. All plant bed finish grade� �hall be -# ' mu �imum abn� e all � � 1 = ' �, ��� surrowlding grades. ��, � .__.� � � � � ' ° � �- - • ( .: ��''� � I � � :::� , � . . . . - . . . �--, � , I x \ � • • ' ' � � • ,' 3. All shrub beds and tree �ve1L shail recei � e a minimum uf 3" I I ( f I ; • - ' ' ' I � '� � • I ._� "� o l• .. . �- � �Ch .,� � `� shredded hardwood bark mulch . �- I . •, .:.•:•' '' � � '' ;.: - AS°C 1 i. . • � I � I � � � • : � � ! •" .: "0 Q , �b« I � . , Q .� � :;.;. �. � � � .. 4. All evergreen and deciduou� tree; >hall pro� ided �� ith a tree �� cll � 1 ( �, . . _ ��::� :�� .::C , \ 'r� `- _ •: • � . ` :r � ; � .� +• � I ' shallo�� gepthe uf ;�re to be earth constructed ha� ing a mi�umum � . � � � p ' . ° �� . 4 • � � ' � �� ' . . . . .'. •. . . � '� � I � • I s sh 11 be rootfed at the time of installation . nr 5 . All newly lanted tree. _ a � I P . � - � . : • � � 1 � o . � , � �r r w stimulatc . . � L uid root o ttt , � . Rootfeedin shall ccu�ist � f a k . 4 I I � � / • `: ✓ }� PP D � � • ' includin ��itamin B-2 and a slow -release fertilizer composed af 1 -�- � � � � / ,: � g � � � �•P . • "' � ) 14- 10 + 2"4. iron . � � �:,' ,� o� ¢x . . � I Y � � � � � � ��C � �.(� 5 .... '� , fk ..� - � � � '; �(l � . . �. I �� �. �,� :t. Q \ � ' '� , � � � /� I 6. One applicaUon of di-ammonium phosphate fertilizer, 1R-4f;-ii � � f I / �—� / � ' , ' \ ':� . . ' ,..�'� � � �� I ..� � shall be broadcast prior to seeding. The rate of applicahon �hall lie ;'- � � , � �� � � � : , � � s ies. pE � i000 �.r. � � � � � � � � � � .- '��"_ON�I� 9tt� �'Y! ) :..'r, � , . � ��.tC � � . ' � . •t I / �.� „�� 7. All seed sown and fertilized area� are t�� bc li �htl �' raked intu ���il � I � I )� r�� � _ � . . �:. ' � and generally moistened . � � / r� � : � �' ; _ — .'? : '. . • > I � ' �i'�`� n.o� � � , ��,,r �ti�.e�;��„ �, � � ' • � . . ,r��' ':•. ; 8. All disturbed areas designated un the Landsc�ape Plan to receive lJ�° •:•. :. : � � � � � � ���� "� �'`� Aa'-4 � % �� � native grass treatment shall be re��egetated b� tio��ing the followinK � I ,4 '• � ' `` � - ; � seed mixture at a rate of 42 lbs. per acre. I � � � � �j .. � � . �,', 20'%� Manchar Smooth Brome; ' . . •�:•,�� Q • 11 i '` ' 30'%� Linn Perennial Rye ; � / �. ; , '' ; C ��a • � 20'%� Kentuckey 31 Fescue ; � I ( :. . � � �, ``T �� ���� � 10`%� Potomac Orchard GraSs I ` j � F P � ♦ �I�� 5•.: �.. _A¢u��t G 10%� Timothy; � 1 / ':. . � ' ., y, ♦ , •!,• 'Oa '.• � A¢� � r � , � 10 /� Sheep Fescue . ... . S b � I ♦ � I � � -�- : ' � '., .� � ` ��Ya _ :e � ��, C �,u, � ��� � � l 9. All ares to re� ei� e �aildflu�� er seedinK shall be consistant with I / . . � . '� ` � G _ _ ; c � ccc ac. � � � • _��,� c _ r�� . � � ' like species of nati�'e mc�untaia ��� iidflow� ers . All wildflower 5eedin �; I `F � , F,� \ , , . � � applieations shall be aEiplied per �upplit� r� ' recc,mmended r �� te� and ✓ I . �yv � `_�JV � J F \ a / cukural information . � I . •� ♦ ��( � � " � : .�.¢ `%� ♦ ♦ � � . � ♦ � �� �� 10. Mulch all sown area � ��� ith '- �'� of � tra �c c�r hat , free ��f �ceed � . \ � r ,i? �':. �t .°....AQii``':ti / � � • , .. . '� .'Oa •.. 'J A�°_�. � � � . /• ': �� '� � . � ♦ D `' �` � ' 11 . All straw miilched areas are to be tackiried �� ith appro� ed ur�;anic \ / : . ' . • . ��. :,, � ♦ !� t � � \ � �O � ,� � /. .. �t: tackifier at the rate of120 lbs . per acre . O � � ' �� ' � . �` 1 \ t� ♦ ��I � � � � � � ��'• � � '�� .�,��� 12. For all areas receiving Bluegrass sod , appl � 20-10-10 fertilizer at the � I \ � � . . �`�' " � .I� / j� �� • 1 rate of 5 lbs. per 1000 s .f. prior to the laying of sod . � � I � • � • .• • 0 ' \ �' �`�� �' � ' `' T..; ..'. , p . �� •� ` � �� �� :� � '. • I ': 13. All herbaceous planting beds shall be ammended �. � th � �� �: � • :: . •. vt • � . • � ; ii ; . r , une v � I 1 � . . r.� . :; _ O o , . y,� , ♦ � � � , . peatmoss/ compost mixture (one cubic � ard mmpost pe: ^ ^� � /� ,� l � . ° . . � ::f p� ,� � � / ; ;:; �411►� . • ; ;: �,� � cubic yard humus per 250 s. f. 1 and tilled intu rock-free �:up��,il tu i� � O /� ' ' . C / I :� •���� r � /: . . � ,, � a minimum depth of 6 " . � . � � ° � ,.� . �. --�_ • � • • � , 4 C� � I � �:. .:'- 2 •• � • `�; � J` (/ � � 1 r.�M � � ♦ / � 14. Unless otherwise noted b � the dra �cin�; � i, r teclulical (n � < < \� !.'.'� ��� � . : : _ � � �/� � _ ,% � � � " specifications, all plantu�g beds, sod areati, and seeded areas shall be � � � � . � I , ♦ ` ♦ %� se azated b i � 8 a �i" alvaiuzed steel ed . Ed in shall be tacked I k � � � . \ � � �i P Y g � g S � �� � 't�' � `! 1 . < < � , < < - � .. • , ,.. � . ''';:•` • _ ; �: _ :� � :,� y / �j , ; �`��_�,i AQ� _ ,,���� . ` : �; in place with 1� edging pins spaced 40" maximum. APPROVED BYTHE � ~ ::: ' . . • . .. . . - �' . �,. . � : • , .. � � �•.. �..� � ���� � • ' 15. All shrub areas shall receive Mira-fi filter fabric DESIGN R � � . �. ; �� � 1� N OF VAIL � � , I •. .. ' L � ,� ; ��, �f� , EV o D M--� � � : �:: . . . . .. : ;::: :. se . . . .. . � . w :: � . . . : � ;.; � •� : :: a � • d� •�<' 16. All plants shall be "Colorado Grown", "Colorado Fielded", or ` '�'I j . ; ., IE B � � `i � ( � . . 4 ° . I � � ' �P L :.A�vC'' D ' _ � ,���� o ,y : .. � . � I . "Northern Grown,, DATE: • . ' . :';. • •. . ' .: - .. ,.• , Fi � �� -.� AQ°� � `� •:f;.� / :• � , PLANNER: � .� - i' • :' .': I � j I , � ' • i �. '�� %� 17. Landscape Contractor shall submrt the Company' s wrrtten � � :�. � � �i� � , � ��^� document regarding it's policy in plant Kuarantee and replacement to ) '�.;.,- :: e . � � � . • • + '.:. �, the Owner. Each guarantee shall mnform to the minimum standard uf ` � '�';: . :. :, � . / � '�� � .��k ,�,A'� _ �I ' � �;5'�ti*,.�.,,�:, replacing all material , including labor, due to the siclu�ess or death ��f � _ �� � ' "- .� Y`�' '`' � a plant for the period of one year following final acceptance. : ,: . %t' , - , _ �: � � -: ' � 18 . It shall be the Landscape Contractor's responsibility to conform to � ,` � �:� •... ; � , � � � C;� e :•„' ..,, all desiKn critrna as noted on the Drawings or technical � � o / � specification� An �• discrepancies, deletions, additions, or alterations � - _ '� �� -� � , �- � to the Drawin�� ur specification. .hall be presented in wriring to the ' y ' :�� '' . .. , p , -�( � ; project Landscape Architect prior to installation. . ; ,ij . '-�( ' ` , ��J -�S �+� 1 � ` � � �' �, 7DF G� • �•' ,� @.GiJAiwi / i '� p'� ` - � ,:t��;.i��a „ PT � � 19. The bidding Landscape Contractor shall submit a "Supplemental ; ` �L � � l JO,r '�0..: °'_D�S'A,. Schedule of Unit Costs" , itemizeng each unit, to include its pro rata p� � � �� y share of profit, for either addition or deletion. ; . � � � 20. It is the responsibility of the Landscape Contractor to field verify � � the limits of disturbance of existin � e etation to rovide com lete �,�� °J � �� K ' K P P �R- ,,.: . ,. coveraKe ot native seed . � � p " o 6 1� , pqR �n� `' � u �„ � � _ „ � � � � � � 0 s .^. LA T HEDULE � ° P N SC J ; � � � s � SYM . COMMON NAME SCIENTIFIC NAME SP. SIZE DEPTH x � � � ll ��ll g�ill�lil, L �1LC Lady's Mantle AlchemIlla mollis 10" 1 -gal . � � � 2 A �1T Snapdragon Antirrhinum majus 12" 3 . 5 " = ? 1 / 4 " = 1 ' - � " o,� 'Coronette Mixed' > � AQC Columbine Aquilegia caerulea 12" 1-gal. AST New England Aster Aster novae-angliae 18' 3. ti " � CEN Red Valerian Centranthus ruber 12° 1-gal . � � �� . 1 �� CHR Painted Daisy Chrysanthemum coccinium 12" 3. 5 " � � � ��, ��� �/����� , � �� , � r - � CLE Clematis Clematis simplex 'Jackmanii ' 4' 1-gal . r , � '� COR Coreopsis Coreopsis grandiflora 'Sunray ' 10" 1 -gal - � �%� ��� ���� ` i �- � -� � j ` ��� � � � i��';, � !� DBD Delphinium Delphinium x belladonna 18" 3 . 5 " ! _1 I � � ' `��'� �- � � DIC Bleeding Heart Dicentra spectabilis 15" 1-gai � , �� SD°� AQ� � ��� � � DIG Strawberrv Fox�lo��e Digitalis x mertonensis 15" 1-gal . ; � � UIM Maiden Pu1k Dianthus Dianthus deltoides 12" 1- al . ; � r�s ""' u� +� �� Q � J � DIS Sweet William Dianthus barbatus 12" 1 -gal . � Y1041 � �`. r� � � �- -- 2 � � c o. o Dianthus � � ' � aL��` �����p � � DPH Delphiruum Delphinium elatum 18" 1 -gal. I wP _ "t` ^�i \ °G!� 'e°..` ,.2 a� � DPM PH� cN" j � �- \�� �""� 'Pacific Hybrids' ' � o�s '- �� I \ Z F,[;P Cushion Spurge Euphorbi� epithymoides 18" 1 -gal . Enlar ement � � P�P HoR,RS • / `soe � ` � I �� �J GAL Sweet Woodruff Galium odoratum 12" 1 -gal . � „ I J � F-+ HC�5 Hocta Hosta undulata ' Varie ata ' 12" 1 - al . b � �,r `�''i� � g � � u,, -� J\ � /~ � '� �� ' ' ' _ ' � IRS Ir s`ld }f Tuft Insrkaem peri irens 45" 1 -gal. 1 ` 1 / 4 " = 1 ' - 0 " o i �o � � �,� ��. � � ,<,� So� �� � - - -- - --- - - - -- - - - - - - - --- --- -- -- -- p , , s ' """� , pAP M�, :�r 1 �� � w I . AV I.a � ender La� andula augustifolia 15" 1-gal. � �c� ' I ), _� • ; � LlK Blazing Star Liatrus spicata 'Kobold' 18" 1-gal. � � � �✓ �' '- LIS 5 ike Gay Feather Liatris s icata 18" 1 - al. � • � �oo rw� oeo nou �rc � P P K � �- " �� ��D � I..UP Lupine Lupinus sp. 'Russel Hybrids' 18" 1 -gal . / j P"v ' j �i j "�� � � ,� C0" �Y ^� coR '�T � ,,�k veo .`:) j LYC MalteseCross Lychrus chalcedonica 12" 1 -gal. / : ; �++ LS ,� ; � J - ��✓ �� v�e LA✓ �� ; 'vlCl'�i Bee's Baum Monarda didyma 'Cambridge 18" 1 -gal . �T ^tUS L�K 1 C� �-� - � , SK Rt �� . � Scarlet .. , - ALC ; ¢ �V r� ML S G p y culth MusBl ri armeniacum 4" 12 " � � � ' raeHa I _ , . ^�_ ��G�59 50� . . . .: � � � v , ::. , ' ue Spike' ` : , ' il'-'" \ �� �� ��� ������ � � �j � !VMYO FO[get-Me-IV'Ot MVOSOt15 dlpe5h't5 9" 1-gal. '���� �� �� ��������� ���� � � ��� ���� � ������ .' ����_�,r� � � tiAR Daffodils Narcissus jonquil 'Kin�; Alfred' S" 10' ; _ . . - ��,�� � ��1 ; � ✓�r�,� � �� �. . �� .�� ...��� �� � � . ...� .. .. �� ��. ..��. . . .J PAP <)riental Poppy Papaver orientale ' Bonfire' 6" 1 -gal. 1� PHK Phlox Phlox paniculata 'The King' 18" 3 . 5 " � � � '�� � . � � "� i ____ )�" J� �`J � '` YHD Wild Blue Phlox Phlox di��aricata 12' 3 . 5 " � � . � � n�c j_ _ � '�� PHB Creeping Phlox Phlox stolonifera ' Blue Ridge' 12" 3. 5 " � ' . ;. . � '. : � �� � . .�: , �,C � � ; • PI�I. Jacob's Ladder Polemonium caeruleum 18" 1-gal. . 0 � . :: :,: ,:. . � ::� : . . . . :;. �� � .� i -i��� po� �'° �io -�L/ RUD Coneflower Rudbeckia fulgida 12" 1 -gal . ; /. Gr,� oiv 4� M,� nus oic G4L ; ; Enlargement C tiD6 Two-RawStonecrop Sedumspurium ' Dragon's 12" 2.5" � � -- �.-:r . ' u0S DPFF ( � . �'' �....- -� Blood ' '. DPI�F vF3 NOS ?N6 DI� vLS j � � POL � J 1 / 4 �� = 1 � - � � � o SEU GoldenAcres Sedum acre 18" 1-�aL � � ? VEC CreepinK Speedwell Veronica repens 12" 1-gal . � � � � ���;�; ' ; �� - /��-�' -_' �- � � VEG Speedwell Veronica gentianoides 18" 1 -gal. � � �, � VFS Spike Speedwell Veronica spicata 18" 1-gal . �� ��� �� �� �� � � � �' �����+ ��� �' � � �� � �� � \ IC Pai15y Viola corsica 6" 1 -gal . , . , . � � / ,:. , .�' � �' IC � V' iolet Viola ca�ladensis 6 " 1 -Kal . � � ' _� i � � ' � W � , � � � � � � I � . W {; , � 4 � ' � �" E "� 0✓:�.- - P'��SG1•°.. � P.�`., �OQ " Q:S� A�ID �a.{Q+..°✓aS i :l 'I�'`� D�� . r�� � � � � � � � � �� � � � �� � � � ' � \ a �2 ✓�rP� ; ' . ; . / � , '� . , � M �S � � � � I � � ':: i � I , _ - - _ - , � co ' � � \ '� � � � \ ���' h ., i � .� V .,� ( � � . �� � �n� - ��(L '. � � � � �o � � /�� �I - J� � � (�� �� �� , �l � �eG • � � .toa � � � _ . A�/ � ��l J��`. _� � .��iL ���! � � � . � 1 � \ � r � ��� � � � � � ���� � � � � � �� � � �� � � ����lR �� ��i ��i��r �� � �� � � �� •• � I 1 . � � � � � � � \ �= '�� , !� � !�� � � JL ,_,�I \� � ��' � � �� coR � �a� RUO :.� '. . � , � O � � � � �� � �_ ��� �� � _ � __ ii � � � � rr � j � �F� � , � �o :;�� � R5 �� sE� ois �� � I ��IG . S � � � o,s o�n � � \ AaL P`m � r ��K �� '� as1 � � � � �� � �� /7� I cl,�c � � °U + P,�o �� wQ DIS �'P � 1 � � r Pev � j � c�la ,w7 I , G-�� .. {�L � c , o�� � � /� � , RU7 IPh ��. li4L , , •� � � � wv � � Y tt�a iaS � 1 � O � � � + _ otS RiD GFIR- R-UD LIF�- prS ; ; p�16 • •. �. �:� �� � . � � � I I ; DP41 orS� ; ; Ri.lU `� WP �D �UP RUD � . , � � � WVIY' N„� , -` MW � , UK �. PpQ DPFF _ 1 J , , � � I � ^E J��-P'� � � � c.,. � . o. > V -� � � soo PAP + . . • j ' � , e c� � � -- a„ � � °`x PN� �„ ' i, o,�� � � � � � � � ��y �� � �' .l�,..A" � ov+� � _ � � • . '� va�[ � , fl-16 °PrF / � � � ' POT � � , j �t �aP ' y Puk v� wv ; 'S0..L �t�°JiN °• > � � '� . � ir�l � I�M , \ � � DIM PI�IC- / �� I . Dft4 L4P � � y � ' � � • � , \ � �UP Oi •� ./ES , , . . . . � ; ' � C-,� � , \ _� � � G�IF� L�K. � oIM SvA � � �, � ` � � ������ • � � � �� � �� � , �+ �� �� ���� � �� �� � PN� UnR � NR c � � nsT � � ✓� rA`� it�r� .�EC� �WR � , Pri � , SD� SvA , � , � , � ; � ' P� ; Enlargement D ,,, ;Y;;,;;R"��k,�l i � orth En 1 a rg e m e n t F "�`";�;, � -- - ---- ------- ---- - - - - -- - - -- - - ------ --- ----- - - - -- - - -- - ---- ----- - - - -- ----� � � 4 � � - 1 � - o „ l. / 4 " = 1 ' - 0 " �°ff 6 ,� , ; � - Enlargement E � 1 / 4 " = 1 ' - 0 " o ' �� .� � � i �, Y � � �i i � �� � I1 / r �� ^ N I ' � • i n C � M PLANT SCHEDULE . � � - � �� � a o ` � � p . ..�" U � A ' .Q � � � I I . L • " � � 0 � .: .. Yf .. ' . �t � � »� - _ � � SYM. COMMON NAME S('IENTIFIC NAME IS ZE QTY. '• % �j'"� � � ' � A � �, �1 � Il •� N. �s M�I PP Colorado Blue Spruce Picea pungens 12' H. � � r • � � ��y"� +� r/�� 9 Y h+� PP Colorado Biue �pruce Picea pungens 8' H. 4 � � � �'" ' x 1 / 2 " P,ubber Hose Cn PP Colorado Blue Spruce Picea pungens 6' I�„- , 2 5 � 18 " Nylon Straps 'M� �� , " PT QuakinK Aspen Populus tremuloides ��1. r � 29 S �1y1't�`� � ' � � ' � fMr µ''r � PV Chokecherry Prunus virKinia 2 cal. �f �i JiIC Common Mountain Juniperus communis 5-gal . 5 � i „ � il � _ � , a: � � Juniper � 14 Gauge galvanlzed wire � � � � ' 14 Gauge galvanized wirz �, � MAH Compact Oregon Grape Mahonia aquifolium 5-gal. 1 � '�' ' ' ' � ` -' � � � � w Holly 'compacta' �1��� L - � d. MIS Maiden Grass Miscanthus sinensis 5-gal . 3 �11 � w 'Gracilimus' • "_-- , - i 6 ft . Lodgepole stakes for trees �--- '��j PHM Mountain Ninebark Physocarpus monogynus 5-gal. 2 ` 2 1 /2 " caliper or under � 'r � � � � �' _ �--i POF Shrubby Cinqfoil Potentilla fruiticosa 5-gaL 15 , . 6 ft . Steel T- Post stakes for trees = �� i � ' �' ��� �' � �� i ...-„ i , � 24 steel stake 'floribunda ' d� �J`= 111 ; , � � �,, � � � �u � � �� ° caliper or over � � , '��� , �� RAL Alpine Currant Ribes alpina 5-gal. 1 � �, � — _ — i � .,_,� . � = i = ^. I i I '> -' III — —" _ �i� i�_. - = i �il - 'i i =. _-� —' � � � �-� � � � ��� �; Il ', Note : Evergr2en trees shal : be guyed � � � I��—� in three places � y'� J � � � � � J � � C = CiuUOUS TREE STAKING DETA ! L :. '; = .� G� � EtJ TRE � STAKING DETAIL � � A°'�aJ�, ,�,A"c `! 7 pp � c.�..ICE -�°°4%L �.�� _ " ' 0' � �i.e�A�G_ . � � ( '- �_j J°¢��! � �' =. � �/'.,a ",' ) � � I� � 1 � -- 1� ° _ �¢ c -Ev....s J 1 \ � I �` � \ \ I �� � �� � � � � / J � � r � �• . ' • � •• �� . . � • � . . . . J r . . � � � " :; `; ' � � ' ` �� � . � . ' � ,� `� GENERAL NOTES/ SPECIFICATIONS 1 � i� � � ":� . ' . ' •�.: : � . � � � � : •. i .:� � � I , � . I � . � � iZ • : .. �. , i � ` ' :o . . . ., �� � \ I � �� . � ��, ✓% ��' � ��' � �.,,� ) ' � • 1 . All ptant material shall be backfilled with one part peatmoss / � ti�.; -; �_ ; .' I � •:. : . : � , 1 1 ' 4 � compost mixture to two parts topsoil . I �`' � � � :;� : � :.. ;:;:: :.: . ..f : � � , �-- � li � ', . . � � ,. - . . , �/ � I � I � surol nld ng grad sh grades shall be 4" minunum above all I \ � ' :. . . .•. I . � �.. ' \ • . � � � ��� � � � � � . . :;_ �:i � ' � �\ �� ' 3. All shrub beds and tree wells ,hall recei ��e a m� nimum of 3 ' I �`� • . �' • • � I . . . ' - J , • . . �. � � : • ,\ ° . =+� `� �� 1 I � shredded hardwcxid bark mulch . I I " .:^i::. :� o . . �� ': AS°G - / .�'� " 0 ¢ � `'d. � ` ( � \ � � �1 / � ' ' 0 ' �'` �� , (y .;� :� " � I I 4. All evergreen dnd deciduous trce• �hall pro��id�d �� ith a tree �vell ` 12 , _` . � :� � at its base. Wells are to be earth mnstructed having a miiumum I � � '?, ' �� �' � � : .��:` . � . •�, .. . ` . � I shallow gepth of 4" . � � I o � ( -� � . . � o : . •�- � , � I I � �L � � _' � pr . � � ::. /� � � 5. All newly planted trees shall be ruotfed at the time of installatiun . � � ';/�� �� pr ' •�' � � � I Rootfeeding shall ccu�sist of a liquid root growth stimulator, � Q k::. •. � i I / r ��,. � ' including ��itamin B-2 and a slow-releace fertilizer composed of 14- � � l I ��'�� 4li 'r�5°�� '� �`i� .. - � l� rP � � \ ' �C � I � I 14- 10 + 2"4� iron. I / / � . . � �YE . I �I � I / ' -y.� ` "�/i� p � : . .• �. � Z ' �\ � � I 6. One application nf di -ammonium phosphate fertilizer, 18-46-0 � -� � / ' �'. , . . .. ::� � .� �� � � � � � '- , shall be broadcact pnor t�� seetling. The rate of application shall be 7- ( I r- L�L�0��1� �t`> �`�") � � � / � � � � � � S lbs. per 1000 ,. t . . ' I � - ' / J�1C � ' �. • �IE •. •., 'f-� - ��F 7. All seed sown and tertiliied areas are to be li�;htiv raked into �oil � I : / � .��t��� �� _ '� • I • i . I ' •:.. �; :.. ...� . and generally moistened . • /� � �s'i` O ` � � ;. �.. ��d��.; a � . . . :. :�,. ._. . ,� I � �. � ��� ,, .� _,� �Q,h � .•.: :� � Y ' • • : 8. All disturbed areas designated on the Landsccape Plan to recei� e �, I I / � • � �� � �' �� w} . native grass treatment shall be revegetated bv sowing the followi�lK � � '• � � ceed mixture at a rate of 42 Ibs. per acre : R I � `.� � O � B � � ' •. ` 20%� Manchar Smooth Brome; '� / ..1�.. " ` �. � p � • ` � � 30�/� Liru1 Perennial Rye; � �;, � � ,� , !'� ��� � 20°G, Kentuckey 31 Fescue; � � ( � � � �� ��� ! 10"/o Potomac Orchar8 Grass ; � / F� � � � ` ���� 5::. t� _peG���" G 10'%, Timothy; �± K /�/� , „T � �`�����, `� �"� �' Q¢� 10% Sheep Fescue. � \' " ��.. . ' ' � •�.' J G aic F ' , ��•�� I I . � � .�� ;. � ` ^,J� _ _ � ., 0 ��c • � I I 9. All ares to receive wildftower seeding shall be consistant with I � ' / _ � ���' � ` �• _G�`� _: f`_ _ ="_ i3,`7 � � � ( � like species of native mountain wildflowers. All wildflower seeding � I � I / ' . �'� � � % : applications shall be applied per suppliers' recommended rates and � � � 'r ' Y ./' L /. \ / cultural information. I j� . • •� o��..y�J ��_A¢/v, , ��►� V_ � J /'�¢.,A � � I ��� � � :'. , , � �� 10. Mulch all sown areas with 2-3" ot straw or hay, tree of weeds. • L 6 iJi i'� I . \ 6 �. 'Or r r �+ ::i: .• .�� .. , � � � . .� o ,nQ .*5 a<<�, , � \ ' . . �.: � .;� '� � � � 11 . All straw mulched areas are to be tackified with approved organic �,y '� / : � . � �C��..�:� \ . D � f \ � ?'.:_•�. � � ,I� � j)'' ��� : tackifier at the rate of120 Ibs. per acre. � , 1 :_ . : � . . , o =� ��:� , , �:�:::.. � � � � I \ �\'' � � :� ,., . ��, /� � ,I 12. For all areas receivvlg Bluegrass sod, apply 20-10- 10 fertilizer at the � � i \ � ` � � .; �� �� /. � rate of 5 Ibs. per 1000 s.f. prior to the laying of sod . ��r I ° � � . •T:;•: �.�• I � \ \ � ��� , � ' .�. • �r � • � � ��� � 13 . All herbaceous Ianti�l beds shall be ammended with � N �, / 1 � .: . . . : . � . . . '� p K Q,� . Y 1 �-- . ' � � '" " �`'\ . � � � � � :;!� ' , � . �. • .• PP peatmoss/ compnst mixture (one cubic yard compost per 350 s .f. , one ^ O > •..•� ��� � 7 � '':; P` •�� � / � ; :.:, . \ . ' ; :�' cubic yard humus per 250 s. f. ) and tilled into rcxk-free topsoil to �"�', � � � ' O � / ' , ��� r ♦ , a minimum depth of 6" . � � ` � � � • : ,:', , =. , F°v �� � � � i!�� I �` � . �' ., � ` �� � � � ' � � � � � � I I . . v„ n � � , / � g / 14. Unless otherwise noted by the drawings or technical � : )::�"''' � � y, • ; ,�/ � ; j °•. , specifications, aU planting beds, sod areas, and seeded areas shall be � ^ I � � I ,. , _. ;, ' �� ��'• � ..` � _ sepuated by 1 i & a 4" galvaruzed steel edger. EdginK shall be tacked ^y I � � . _'� �.. .:�� ' `• . / / ; � s���.-'^J'���� = ,r ���� in place with 12" edging pins spaced 40" maximum. � • �y � �.. �1: /� �• � � ���� � '%' IZ � � . . � � � � � � �� ::�`/ �'!�`. :� •. . 15. All shrub areas shall receive Mira -fi filter fabric. I � L � ���� � � � � . . . ':� ,y. � `�i � �� : ' � .a • i I?1� ° j � � ������ '. � 16. All plants shall be Colorado Grow'n "Calorado Fielded ", or ,�� � • •. . . I �` :=°_ _•. �.i�f�-- � �� � ::: � . . . . r `� � . ! � .-h • "Northem GroH n " .� � '��,�� � . � I , � � e j� � ep�. ..� � a��, `� ' � • : �. .:'y.�, ' '` � ; , � � '-�' '• .•, ': ;• � . � , 17. Landscape L<��� tract��r stt�ill �uhn�it the Compail�' ' s writtei� � , � . �: , ' �. . . E' d� � ' � document re ardin it's olic � �n lant �uarantee and re lacement to °_^ ) � ' . . . S S P 5 P b P � .- � �'�'� � �' : ° � 1 � ' :: �• the Owner. Each guarantee shall conform to the minimum standard of �q G =` , � �`. • � '�: i 1 � / -�"'��C.�A'. _ I`1� O� ��S'u�p�•,,,,L� re lacin all material, includin labor, due to the sickness or death of �"� - � `�' . . .� �..�t.� �,'y ) P S S , -= "� •: � ' \ a plant for the period of one year following final acceptance. `� � � : ., ,, � � �' 1 � �i - 6 �• I i - � �; ,� \ : . •,.: / 18. It shall be the Landscape Contractor's responsibility to conform to a i S . . ;. ° o r,, : . : � � all design criter�a as noted on the Drawings or technical '� � * � \V, , � � specifications. Any discrepancic,, deletions, additions, or alteratio��s . , -_ \ : � . �J� � , i � to the Drawin�;� ��r �pecifications shall he presented in writing to the z;� — � ' / 'r, \ 4 '� ��:' ; •�' � � � � I � ro ect I .andsca �e :lrchitect �cior to installation. �'� � � , �, �� �° �.� �spe� �S p i � E Q� G . . \ �oF � �� •• : -o �.-r'IAI�1 � � 5 � PT � � � � 19. The bidding I .and�cape Contractor shall submit a "Supplemental �, N '�: � �L } � ` lOM °wO.iG °EDCS'A;, Schedule of Unit Costs", itemizing each unit, to include its pro rata - � ' a' pT � � I / share of profit, for either addition or deletion. � � 20. It is the responsibility of the Landscape Contractor to field verify �' � 1 �� � �� � the limits oE disturbance of existing ��egetation to provide complete r: ; , � covera �e of native ,eed . � i0 � ' , � +I ' 'I i � — � � _ 1 � � � � ' ��xlr-.T I NG� �i '' '�Gil f 'I`. �`iGP / ,., � a"o ' U � . /� � ; � � %� c � � ; � / a . � � , _ � . - � � , , � o , C Y � r�,�, ; cv � '�- � �- � T '� ; I , � � a�n ;: : ,_ I - -=� G, �° 21 '� � '� � 1 �� . 2�i � _ _ ,_ , -° m � — — — — — — �-- --+- — � 3 ° � � � _ _ � ,__-- a �.T �� � � - ,.� . , ; . , : � � � - ; <_ � -, , •- - � � � '� � � � � �-lyi� ° � °� � 2� � � � �ioo � � � � _ � � , _ — � . � £� > � T ��� �. 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TI'�a issuarce o1 , or of a y oth � �' : , t ��; d�.� other data shai' a permit bas� ' � .' �� � � � ,; A � . f� �,��.ealtor requiring the pFFICE COPY � 1 not prevent th� i� �� � 'y � d��s s�cmcat�Ons aad othe� � - ;,orrectio� ot e� rors in sa^d C ' daTa." ' � 0`I� ,�� �/ 1 , , ,�(�Tf C�ENERAL NOTES INSULAtI�N NOTES 01 . BASE F.F.E. OF MAIN FLOOR 15 8265' - 0". 07. ALL WALLS RECEIVING CERAMIC TILE �f-IALL BL" 51-IEA"fHEU THEIR WORK. INITIATION OF WOI�K WILL CONS7ITUTE PROVIDE INSULATION WITH THE FOLLOWING MINIMUM Y � � WITH A GERAMIG TILE BACKER BOAf�D A5 SPECIFIED. ALL AGGEPTANCE OF THE PREVIOUS WORK AND CONDITIONS AND CHAKAGTERISTICS IN I.00A710N5 INDICATED: .� cb a0 02. ALL DIMENSIONS ARE 'f0 FACE OF GONCRETE, STRUGTURAL OTHER INTERIOR WALLS ARE TO RECEIVE 5/8" rYPSUM WALL SHALL CONS"fl"fU"fE A WAIVER OF ANY SUBSEQUENT CLAIMS • V a STEEL, WOOD OR METAL STUD. BOARD. GARAGE SIDE OF COMMON WRLLS AND CEILING TO 70 THE CONTRARY. ANY CON"fRACTOR FAILING TO OBSERVE • A. CIZAWLSPACES............................FIBEKGLA55 BATf..........R�30 (9'� Q `� BE 5/8" 7YPE 'X' GYPSUM BOARD SHEATHIN6. TH15 PROVISION SHALL BECOME RE5PON51BLE FOR ANY B. FLOORS (TO EXTERIOR)...........FIBERGLA55 BATi..........k•3� (9'� 03. ALL EXTERIOR WALLS ARE 2X6 FRAME CONSTRUC710N CORRECTIONS NECE55ARY FOR AN ACCEI'TABLE C. INT. BEDROOM WALLS.. ..,,,.,...FIBERGLA55 BATT.....,....R•11 (3-1/2") � UNLESS NOTED OTHERWISE. 08. ALL BA7H AND LAUNDRY AREAS ARE TO BE VEN7ED TO THE IN57ALLATION . D. EXfERIOR WALLS.........................FIf3ERGIA55 BATT. ,,......TO MATGH C � EXTERIOR WITH A FAN AND DUCT 5Y5TEM PROVIDING 5 AIR AI'PKOX. STUD DEPTH.R•19 (6") M�N. �c 04. ALL INTERIOK WALLS ARE 2X4 FRAME CONSTRUCTION CHANGES PER HOUR MINIMUM. E. BELOW GRADE Q UNLESS NOTED OTHERWISE. CONCRETE WALLS.....................RIGID INSUL...........,..,..,..........1-1/2" MIN. � 09. ALL CRAWL SPACES TO BE VENTED PER CURRENT UNIFORM F. IN7ERIOR CONCRE7E � 05. ALL WALLS CONTAINWG PLUMBING ARE 2X6 FRAME BUILDING GODE REQUIREMENTS. 5LAB5 ON GRADE C � CONSTRUCTION UNLESS NOTED OTHEI�W15E. � WITHIN FR05T Dkf'TH. � Y �, o 10. EACH 5U6-CONTRACTOR OR 7RADE SHALL REVIEW THE (HORIZ AND VEK�......................RIrID IN�UL .........,.......... .. ......t-1/2" MIN. p U m 06. ALL FINISHED FLOOR ELEYATION9 (F.F.E.) ARE t0 TOP PRECEDING WORK WhIIGH WILL AFFECT THEIR WOKK AND G. CRACKS ARKOUND W�NDOWS AND DOOK�� 5t-IALL (3E � d o SURFAGE OF CONCRETE SLAB OR LIGHTWEIGHT CONCRETE BRING TO THE ATTENTION OF TNE GENERAL CUNrRACTOR 57UFFED FULL WITH IN5ULATION . 0 � U TOPPING (1-112") . ANY CONDITIONS UNACCEPTABLE TO 7HE PERFORMANCE OF � � _ � cQi > � �`� G� F� Tli� r; ' �i. �lF.-� � �, �, .� � y„ i � ., � 1 . �� ��, �"'� ��h � � ��.�tO 25 ' - G>" 2a ' -8 '� t0 ' - tp �� . - ic; " q � � � � , � , �. ,� _ •^ � \0�9'� t � - • - � f' -- - - / - - / / ✓ i ' ti' ,. � ��� j� _ , "S j � i' _ _ � „ - � f . � � � �I� . 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N a ry " ' �� ,. 3-v � i�'4 �1'h `� '' • � ' � Q O � 2- 2 ,. �2 U _ , � � o m � / ; , �a , �, n � — a, _ k _ 7 v- � � � �y -� N � -�' P oF V�ru�000 � � 60(� oF Ql / \ �� . �o . ■ �� �o��,� cnNr��VeR - ��TF" �+q�'� .\ 3Yi srex � � '� 2 J �6hP-M� BEAri6 c Y �. - � � , + ^ ; � � x �,h N �' pg�. � �" 8u �,o � � 2" o,c.. i W > J � � " o.G. 4 C �� \ 0 8� � �p0 C�' � E' �� � � , � J �. � Q > J` � �' _ � x � ��o �hu.�� �o¢. 2P�ws oF � �_ �ai e Y4" � N � j � �rV I � �,� - � (1; � 1f_ 8�� ¢ xb" kfA9ED � X ,I on �cEMN •�•, ... �7ovl'PE ��2n �AFa'JFi FZAIE � � � I' ��.� � — 2 Y h / ��o����E�' I GoN i'E. AND END �tTE �1k Y�+'��$ I � . , - - F.GP'R�(li � � �D, A'6�E - - - - - - - - - - - - � - - -_ . _ - _ =f . �. . _ _ . . m ! - � - - - - - - - - - _ _ , caxRe�. , �vj • oP F�Fwr+. �nR�N�o Rat� J � I \ x � - . . � � � J. 1t7�E �� 'fLP�TE '�R i I � �_ -. � N W � � � - - I -2K ' � 3 2r 12 , I I � � ' � - �- O - - — � W SGLiD �jWUC� NC+ J . _ �-- .. • ' . � @ 4$�� O.L. IN � o + , � � (�kRlK�f. FtooK , - n�� P�,�� r2^ �� 2 �x� o y ,►.� wY J � � � z � PoF wW� � �rv x� -ro� /� � S 2 rw. A, m � y � -��� � � � �i2"..c. I �9 � N � � � i F,�-�a� Ra� ��2-sr5 r. O p m � � � EMBED vowE�S , ' ! % Y _ i • � I 2'O�� ' N cV Cl� 4�� , - - � � o � � � m � STRUCTURAL SPECIFICATIONS � � Q � . 1 ) Poundntion deaiqn banad upon "Sails and Poundetlon b ) StrucCUral sGOl s�all ba 73TM A76 or bettar escept pipe 15 ) Construct walla as followa- y Investigation^ , Job 197-66 as prepazed by AOECALEIN CONSULTING coluans vhic� ahell confora to A51T( A53 nnd tube sections which -Efcte[iot-2x6 @ 16• oc . , unlese noted othervise . � HNGINEERS dated June 11 , 1991 . Installation of perionter drain o�+st confor� to ASTM A500 , Gtade 8, anchot bolts and bolts -Interior-2sI @ 16^ x . , unless noted otAerrise . to conform with soila roport by engineer . All footings ara to shall bfl A307 . All Bttuctuzal steel is to be detallad , 16 ) All beaic , joista and raftera ara to bear upon valle or beaas Y bear upon natural undisturbed soil or coapacted atructural Pill fabricated and erected in accordance vith AISC SPECIFZGTIONS , oR be Rung witE SIxPSON Strong-Tie hangers or approved aquale . a as approvad by t6e soila enginaer . 1989 and CODE OP STANDARD PRACTICE . hll welding to be L11 connection hardrare as �anufactuzed by SIMPSON Strong-Tie � , 2j Avalanche dasiqn based upon "AValancEe and Debris Plov parformed by a certified welder and conPorm riCT AISC nnd AWS oi aDPioved equals . _ � Mitiqation Malysis^ aa prapared by ARTHOR I . MEARS , P. %• , INC . SIRUCTURAL WEIDING CODE , 1990 , all electrodes to be EE-707IX . 17 ) All atructuTal members are shoYn in theiz final positions > deted Tuly 1993 . � Grout beneath all Dace plates and beam bearing plates shall be Proparly bracad and supported, durinq construction it uy be '0 L 7 ) All toundation ezound p�riaeter of etrucCure rhell hevo Dinirui non-shrink epoxy wit� ainimum 28 day compreanive strengtL of �e�essary to chore portiono of tha stzucGUre vhila oNer � � iroet proGection ol �e" to Oottoa of footinq . All foundetion 5000 psl . All TruEOlt Wedge Mchors and Ramets to be portione are beinq conetructed . Contact tAe atructural � Y walls and columns to De centered �n concrete tootlnqs unlees installed according to nanufacturara spacificatione . enginaer tor concultation as required . � shovn otalViae on plane . 9 ) BCI ' e end Verselama are ae manufactureA by BoISE CASGDE 18 ) ContIaCioi is iesPOnsible foi all non-apecifiBf� CDIItIeCti0I1B , C � � < ) All caeG in place concrete m�st ba made viU Portland Cemont CORPORATION , see shop dtawinqs . A1I built-up Vezsalam beau ����i structural engineer for details as required . Enginear 0 U � and attain minimum compraseive ctrenqtE of 3000 pe1 efter 28 must 6e gluad with PLa00 and nailetl vith 2 rows of 16d spikea to approve all strvctural eubstitutiona . � � p daye . Desiqn baaed upon BOILDING CODE REQUIREMEHTS POR @ 9^ oc . Solid blockinq tequlLed B � -0" on Center in all 19 ) Ploo! ITaminq and conCre[8 bacemant elabs must ba couplete and � O � REINFORCEO CONCRETE (ACI 318 ) , 1992 . All conc[ete elab� on diaphz�eqmr. . All alternatBS to be reviewed by engdneen . in place prior to backfilllnq Cured Youndation Yalle , un1e9H qzade muat be providad control jointa ( scoretl or cut) in 10 ) Sheath Main Lavel floors �iih 1 1/8" 2-�-1 T and G plyvood with adequata bracing ic in place . Q � � accordance vith aoilc report. All esposed edgea ot concreta minimum span zating of �e/26 or batter , cheatt� the Loft Level ZO ) Contractor is to coordinate all diap�rags penetraGionr ( ie , C - shall Dave 1/2• champter . Concrete wrk a�ell not hnw any floorc witE 3/� • plywood with nininum span rating of <�/20 ot cnisnays , pl�nbing severs , etc . ) Nrough floors , roots anC (n N j horizontel cold jointr unlec� auttiorizad by Na atructural Dettar and qlue vilh PIAOO . Nail plyvood v1tL lOd @ 6• oc to foundation vallc vith appropziate sub-contractora . Ganeral mql�wr . Pi�ld coordinata all ver[ical cold joints with all joists , tield coordinate sciev option . Contrac[or is reaponsible foz �eans , �ethods , tecMiquas , ctavcCutnl �npiawr• 11 ) Sh�atE roof� vltr I/1 " plyvooC or ozien2ad strand board vith oa9�MCes and procedurea associaGd vith ttiis project . General 5 ) R�fatorcSnq �trl la ASTM Grede �0 for µ and i5 bera , 16 nnd ainiau� epan rating of �B/2� or better . Nail plyvood wi[h lOd Contractor to varify all di�aneions with architectural grwt�r Co W@M� 60 . All welded wira fabric �ust confor� @ 6• x at panel edges and 12• oc at interiediala �embera. �lravings . Notify engineer ot all conPlicts or omisaione _ � N � — witt� A81M L1�3 - MinLOrceaent placeueni s�all confor� wit6 12 ) S�eatE �ast (antry ) eYterior vall vith 3/1" plywood vith betveen vazioun eleaents of tt�e vorking drawings and tT�e v NANUAL OF ST�IIDARD PRACTICE, 1990 as prepared by CRSI . All lap ninim spm rating of 4fl/21 or better. SAeath south esirting canditions befora cosmencinq vitG tLat portion of the __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — aplicea to W niniaun 36 bnr diametere , all horizontal (sewMary qaraqa ) eYterior vall with 5/e" plyvood with ainimun project . = N � � j � reinforcing steel to be continuous around cor�xrs end st wall span rating of ao/20 or batter. SheatT all oCher exterior Z1 ) All �nterlals esposed to axteriot and/ot aoiatuie conditions ■ � I � intersections . Mini��u reinforcement protaction : valls wit6 1/2^ plyvood vith ninimum span rating ot 24/0 or shall ba treetad for these conditiona ( ie , cheucal treatnent , 'ro -COncrate poured against earth 3• better . Nail vith ed @ 6" oc at panel edgoa and 12^ oe at staining , painting , etc . ) as requSretl by code . O n � -COncrate poured in forns 2• intozmediate studa . 22 ) 5tone venear epacificationa- � ' � I _Slabs y• 13 ) Live loada uaed foz Cesign- a ) Stone wneer per architecturels as appzoved by the owner . � 6 ) All lumbar shall be Doug-Pir t2 S4S or batCST � ell wlsenizad -ROOf-80 psf snov . b ) Place veterproof mambrana ba�ind sGOne and connecG to vall � �usbat shall be Bea-Flr i7 545 or Detter . ProViGa wlid -Floor-60 paf residential . vlt� masonry anchor evary 3 . 0 equara feat . I blockinq at B ' -0• on centar in all diaphraqss . All colusnc to -Deck-loo psf . c ) Miniuua lintal aize over opaninga to be ux�s3/s vitt� i/z• bn continuous bearing to tounda[Son. -Wind-x5 pet . diaaetar laq boltc ! 16• on centez unless specified � � 7 ) Glulan materialc , �annufacture and quality control snall contor� -Earthquake-ZOne 1 OBC . otherviae . a with AITC Product SGandazd PS 56-7J , STRUCNRAL GLUED LJIINATED -AValenche-365 psl firat b feet above qtade tapecing to 0 psf z3 ) Purnlsh one set oE shop and aractlon tlrarings fot reintorcing � � steel , stnctural steal , plant tabriaated vood joistc and � I TIMBER anC LV[IlUTING SPECIPICATIONS , AITC 117-8• OESIGN. 18 f0et eEove glade (doe8 not lOCluda feCtAI foi ylusG-laninated tiubei to tlle stIIUCtuial �ryineer for rsviev � Si�le span beaas ehnll be Combination Symbol 26Y-V{ vitE no iapect loadinq) . orior to fnbrlcation v6en�p Ctavinqs are prepared by tt�e � - - — — - - - _ — — — _ — _ — — _ — — — — — — — — — - - -- — — _ _— — —� eaaber. Con[inuous or cantilevered bea� s�all be Combination l4 ) .111 constcuction muat comply vith the 1991 IInifor� Building appropriae.a eubcontracto . � - ' � - - Syobol 2�P-VB vith no cam6az . Adtlesives ahall confora ritL tha Code as adopted by the Town of Vail euildinq Dapertrent and tEe � I � zequire�enta foz vet conditiona of service . •General Conditiona of t6e Contract for Conetruction• (AIA r� Docuaent A701j . � � I ^ � I I �' � "—' N � I I • • c}, � � ;.••,�3�y� '••; o 0 1 �� � I � �u ,. o � t� � �� �r� � dt� .0 d = :M %�`� � :�• �+ d > " I ;: , , o J � � :�� , . .�� � + // � n'�+ ��'� m ,� �',�+ mti+ �� Mti I s.� p� .�! / 2- �� 1�/¢ x 1'12 M •••� --, / I t 2- v � '�i3�4 x �t�iZ n I i i m ,y� � i \��'� i ' � � - - - � i , � - - -Y , � 2 x lo � I b" o,c. ^� q '/i� bU �5 Q, 16 " o, c, I � � � (l �vPoF Wtr�ooD I j ?- Zxio 2 - �� � ��q. .���Z �C '�` �� °"�" — � + I �� � � �r � ; y'� I �� � �, � + 2- 2x lo ' I � � va_� . 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N n! hl . , i - . . , �„ N � � _ � �I ' � � '� � — - - ---- -- - - - - — - - -- ' 2 - 2 x 10 � LEWsEft � �1 3/ " x 0Y2' - 7 W,A,"`' 32" o.c, � r � _ - � I�ARAfaE- Ft.00R hlotiES - �'a x � G '� � "�' j�� � � I� I ` I W � � Sr+Eea�n+ l�a�E rwaz w/ �vg�� T �' ��i 'v f V � t V �`� 1 � � � 2 . 4 ,� P�vr.�aoo (�wee �/ P�{OO w M kND NA11.F-0 W� Ibd A b " o,t, � � , �o�ea wr�oov 4�r Mb�sT�R£ BkRRi�R �'l /� � P�R r�Rc�rreC.tuwv,s. 7���} 1 � BY -� �-�-------�l�.L---.�.- -- -- ... -..D,'�TE._�.1_.<��` � r- k � / QPaJl9� r'! LONC�� 1�PVINC� I� �f I l� ( '. '.� w 6wQiµl� 1� 3" � iXRiMS RFaNFoRtE.D I ' I � � � W F6�S oR W4JF o ■b/ 10 � 10 ` N W 0 , Q � C/� W � � Cn � Z MAIN LEVEL FRAMING PLAN � � � • �_ 7KN01'b5 1`2 PI:lYlOOD SHEAR WM.LS C�LL.A 4J� PL¢o0 ANO VJAiiE-D �l/ 10� C '3" o.C. hT PRN�. �,� . 1 / 4 - � �- O � a s �,.. �`�� a�tA �:(-,r+oic5 !�Ifr"fhANINC� . S` 2 OF 6 e - ... .` . � .r — � - ..._ _ . _ . _ . � . _ . _ . ,. .. . . .. . _ � _ . . _. . i . . . _ , . _ . . . . . - � . . � . _-- . .- . . , _ _ _ . . _ . . - ' _ ' _.. , . __ �. . .� " " . _ — _ _ _ . ,. . . T . « - . . . . . . . . ., . , .. . . . _ . . . - . _ � . . . .. _ � , . . , . - . . . . . . . - - . . . . . . . . — . _ . . . . . . . _ . . . _ _ . . . . . . . _ —_ . . —_ "" _ '_ _ " — . _. . _ . { � � � � � � STRUCTURAL SPECIFICATIONS � � - � � Q . , 1 ) Foundstion design baead upon "SOiL md loimdntlon e ) Stnctucal sWl rLe.11 6e A5171 A36 or battar escapt pip� 15j Conrtruct 4alls as follows- N Investiqation• , Job /93-t6 as preparad by 1COBCHLSZN COASIILTIpC wluans vh1cE shall confor� to M1T[ A5� and tube ae¢Lions rLich -�arior-2z6 @ 16" oc . , unless noted otherwise . � SNGINESRS dated June 1� , ]993 . Znetnllation of peciaetei dtain w�t confot� to HgT7{ ,�500 , Grada B, ancMr bolte ar�d bolte -Znteriar-2s< ! 16• oc . , unlase noted atherviae . . to confon vitR soilc report by enqincer . All Lootinge aze ta aLall be A307 . All structural ateal is to be detailed , 36 ) All bea�e , joists and rafters are to bear upon rnlle or beaae Y bear upon natural undisCUrDed soil or compacted structural till fabricated and arectefl in accortlance yitl� AZSC SPECIPIGTIONS, � � ��g v3th SZ/(PSON Stronq�Pie hsngera or epprwed equalr . a � �� as approvad by the toile anqinaer . 1989 and CODL OF STANDBRD pRACTiCB, alll valdiMj to be All connectian hardware es mnufacturad by SItiPSON Stroiy-Tie � � 3 ) AvalmcAe deaign based upon ^Avalanch� and Debris Plov perEorsed by a certitied velder and oonPars rith A29C and AMS oz apprwed equals . y ' � . IIitigation Maly�is• ae prapated by ARTHUR S . NEApS , P. F . , INC . STRUCTURAL fJELpING CODE , 1990 , all alectrodas to be EE-70Y% . 17 ) All strvctural oenbers ara shovn in their tinal positions � S . datad July 1997 . - � Grout beneath all baca plates and besi baaring platea ahall be Proparly braced and eupported, during conetzuctioa it �ay be � �� � ] j All foundation emund pariat�r of structure �hall haw aininn rwn-ahrink epoxy viN mini��m 28 day coaprescive str�nqth ot M�ess�Y to ehore portiona of tt�e atructure vhile otpar � frost protectlon of �e• [o bottos of footing . All Loundetion 5000 psl . All TruDOlt Watlga Mcnors a� Rnys¢ts to be portions ara bainq cons[ructe0 . Con2act the aGructural � y _ walls antl columns to be centezad on concrete footinqs unlass lnatalled accozding to aanufactucazs spacifScatlonc , engineer for consul[ation as tequired . �; � � ahown oth�rrise on plans . s ) ec2 •a ane v.r.elam ara m u.nufacturea by 9oib6 Gvscnns 18 ) Contractoz ii tesponsible for all non-spacified connections , C ` � ; � ) All cant in Dlaca concrate nut De fsde vith Portle[W Caient CORPOfUTiON , see shop drnwings . All built-up verealas beaas ro�tact atruciuzal anqineer [or detailc ae raquired . Eryi�#ect 0 U � � uW attain ainiaua wapressive strength ot 1000 psi afur 28 auat ba glwd vith PI.40o end nalled vitG a rova ot ]6d apikas to approve all etrucGUral euGStitutionc . � ! �y� , peslgn based upon BVIIDING CODE REQVIRIDBNtS POR P 9• oc . Solid blocking iequired 8 '-0" on cenlsi in all 19 ) Ploor framinq and concrate baconent elabs murt be cosplete er�d � � � .� REINPORCHD CONCRBTE ( ACI 31B ) , 1992 . All coacrota slaba on diaphzaq�s . All altetnates to he revievad by enqineez. Sn Dlace prior to 6e<kfillinq cured foundation walle , unlus 3 O O 9 • � ginde nuat be provided control jointc (acored or cut ) in 30 ) SheatA Maln Lwl floorc vith 1 1/e• 2-4-1 T and G plyvood vith �equate bracing is in place. � (� U �,, acrordance with aoll¢ mport. All asposed adqos o! concreta ainiuim epnn rating of ae/24 or batter , sheath tha Loft [�vel �0 ) Contractoz is Co coozdinece all diaphragn pnne[ratiom ( ie , — � sLall rave i/2• cAeapf�r . Concrete work shall �wt hava any floore vith 3/1^ plyvood vith unimua apan r�ting of ao/zo or chimneys , plumbing severs , eGC . ) throuqh Yloors , roofa and � � j �-- horizon[al wld Jointa unl¢as authorizad by tAe atructural Letter and qlue vith PL400 . Nail plywood with lOd p 6• oc to =a�dntion ralls vith appropriate sub-contsactors . Genaral enqirre�r . li�ld coordinaG all wrtical cold join4 vitL all jolata , fie1Q cootdinat� ccr�v option . Contractor is recponsible for meana , methods , tecMiquaa � structural �nqlnMr . 11j 8h�etl� toof� vit7� 7/t" plyvooG or oriented strand board vith a�4��ces and procedures aeaociatad vlth tCia projsct. Genprsl Sj 8einforcln� �[w� ls ASTII Grada 40 for /♦ and RS bare , �6 and aininus opan rating ot ♦e/24 oz Detter . Nail plyvood with iDd Contractor to verify all dimensionc vith archi[ectural � � qreater Co !� 6tuM 60 . All velded rire fabric oust eonforn p 6• m at panal edgee and 13" oc at SnGrnediate �embere , dravinqs . Notify engineer ot all wntlicts or omiesiona � � �.� vith 7517t �ii3 . Ibinforcasent plac��ant a�all conlorn vith il ) SheatA east (entry) axterior uall vlth 3/a• plyvood vi[h betvean vatiouc elementa oY the vorkinq dravinqs and ihe � , . � lI�NUJIL OF 6T�111Wt0 PRAOTICE , 1990 as preparad 6y CRSI . All lap ainla� span rating of �e/3� or better . Sheath sout� u[isting coiMitions before co�ncLq vlth tAat portion of the � N � t -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - — splicec to W �lniw� 36 bar dia�aters , all horiaontal (seconQarygara e esteriotwllwith 5 8^ //y��� � ' ' I � � ' ' raiif2orcinq steel to ba continuous ero�nd cornece end at vall span ratinq of a%20 or batter . SheaU all othe.r ie�clarior� al ) Allj �aterials asspocod to ucterior and/or soie[uxy condiCio� �= N���iii � � intotsectloqs . Hiniaua tainLOicement piotxtlon: valls with 1/2• plywood with miniau� span ratinq of �4/0 ot c6a11 be treated fot theaa ronditionr. ( ie , cheaical ti�eataent, � � � � • � -COncretx pouted aqainst eartD 3• better . Nail vith ed Q 6• oc at panel edqec snd 12• x at staining , painti . . -COncrate poured in fory 2• intoxaeGiate eiuda . ++9 • oT� • ) � r�P+ired by cada . � 7a ) Stone venear apeciFications- - � . _ . . � -61aDS 1" 13 ) L1ve loada used foz Aeeiqrt- a ) Stone v�neer par azchitacturals as approved by th¢ owner . O � „ . I 6 ) D11 lua6er eLall be Douq-PSr �3 sss or better, nll wol�s�tiaW -ROOf-80 psf anov . b) Placa vaiarproof inesbrmo behind etone and cmnect to wall � - I luaber shall b� Haa-Plr !7 S{S oi belter. Provide solid -Floor-00 psf iesidantial . vitA nasonry anchor every ^. . o cquarQ [eat . . blocking at B •-0• on cantar in all diephraqas . All aoluans to -Deck-loo pef . c ) Mininw lintel riae ovrr opaninqs Co be ux�sl/a wiih 1/Y^ � . I be crontinuoui Eeatinq to foundetion . -Mind-25 paf . dia�ater leg bolTS ! 16• on ceptar unless �paclfied I 7 ) Glulaa nateiials , aenufacture and qunlity conCtol shall confor� -Earthquake-ZOne 1 QBC. otharviae . L �`i . vitA AITC Product SCanCard PS 56-77 , STRUCT'ORAL GIAED U2fZNAT6D -AvalancDe- �65 ysf fizet 6 Ceet aEOVe qzade tap¢ri�.j to 0 ps2 �� ) p�ish one set of a�op anG erection Aravingc Por rainlorcing ��� TZIBER md UNINATING BPBCIFIGTIONS , AI1'C 11�-84 065IGN . 18 feet ebove qr�de ( dces mt include factor Por ateal , atructural sterl , plant Pabricatad vood jolats and � �� — — — — -- — __ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ __ _ _ Siiple span beaas shall De Combination Sysbol 24F-V� vStA oo inpact losdingj . qlued-Ieainated timber [o tha ctructural enqineer Por reviev — ' .r. r i �� � i �" � I 1 ;� cnmDer . Contin�oua or centileverad beaas aball be Co�binstion it ) A13 conatruetion muat eo�ply with the 1991 Onifars Builtlinq Pi'sor to fabrication whan ahop drawinqe aze prepared c , e.*,e ��� Syibol 21F-Ve viT� no caa6ar . AdAesives chell confora rlth the Code na adopted by the Tovn oC Vail Builtling Departsan[ end the eppropriaCe subcontractor . � � I � zequireasnts tor vet conditiona ot aervice. •Ge�ral Conditions oP tha Conttaot tor Conctxvctian• (AIA �t � ' DDCUaant A101 ) . • � � � � � � ti a I � �� .....�.�p ""� c0 N �„ . O , I I •�d3 l�y�•`� � .G V K _ F � I �; � atc°� O O � � . . � I � : O:O ^ " ,� i Q � J ' •.� 5�•'Q � Q. > 1 � � ��+`° �y rn�y+ �ti+ ,�,ti+ ,�,* �'�+ ; '••.. . ' •'�` � � /� � 2- �� �3/4 x 'I'Iz M � � � _ . _.� .. .,.. _ .. , � . . . _ : �. . _ . . . � , „ . . _�'R�'F`?�. . .. .. . . . . . . . . . _ - - . . . �-_ . _ - __ -,_ . -. . - ' � _- _ . . .� _. , ,� . , . .. . . . .. . _ � � . _ -��.rr j- -�"�--.- . . t � . - - - - -' - -- . . _•-.- . �-��r-•— -�; . - . _ . _ ..�__ ,. , - . re�-e�-r-�g+r�.»rc .. . . _ _ . .. � _ . _, . _ . . .. . . _ . . . . . � � . . . . , . f-r—r . , ., . . . —�-- .-.. � � ._ Y�- . �� � . . . . , . 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W�6F�.J£L Pf� So�lri (�po -. g,� 8=7` ,� S3'-6" ��5 B�flS [oNi� 7�'#58�R5 c,oNT �fo�t �-#5 6Ags Gorir. �3:b, PEtoRr' 2-p5 8�R5 tRrr. ��i-_ i �i � � � �� � "f�P h++o bm�'oM • r Cjp-3 � • 5}-2� ,� � • y4'2" • � . 5��-b" � � � , 53- 2 • c�=v' ,,: _ � ' �_ —�� i � , �, , g�� , ,�q Ib„ , „ 3-us an� � . m , . i � / 4� �Kr, � / II -- - �- � :,, ;ZJ�� P/• n �i 0� $4 �:y" Y�4 PEF+14E1 'LR 9Rfc1N gn �n 8n � — rbx �n �I �N I�p" �u ��6u _�' Pj" a" � - - �✓�(�RMelr p� Sa�s> � i n REPok7, �� � � 2-0 3:Zn � � � '� ,. , � n 2ro — -- — -- 2-d � �-2 ,� h"� _ . - F . - r y C!� - - _ _ f- -- - -- - -- - + � C'� ,,: No SECTION O N SECTION N M SECTION M � SECTION L SECTION K � SECTION J � � � 7�0 3��"s�!�• � 4/I ��� I�QP �j(9 ,3/ n 'I � n � � u li Gn 7�0 �:'°�- ��� �� ?�/�n�ll�i � � Y 4; } ; � S' 6 OF 6 � �' Nr,T� C[ According to Co.o�ado law vn�, m �st con, mence ony iego; ac!ion based u on any defact i�� thls s�rsey with �,n three years after you �irst .. discover such defect_ In no event, may any oction 6ased upnn any IMr'R(1`r'EMl ..' 1T � OCATIO�I �Ek -iFI �:A1�. defact in this survey be commenced more than ten years from the date nt !he certifir,atlon shown hereon . I hereby certify that this Improvement Locotion Certificate was prepared for BECK & ASSOC. / that it is not a land survey plot or '�mprovement survey plat, and that it �,s not to be reiied upon for the establishment of fence, building or other !ut ��re ImprO�ement lines. / i further certify that the improvements o� the above described parcei on this date, 2;' 1 'j94 , except utility connect�ons, are entirely within the boundaries of the parcel, except as shown , tnnt there are no encroachmenis .:po� the describetl p� erhlses ty �mprovements on any adjoinir.g premises, except as intlicated, and thnt tnere is no apparen ! evide� ce or siqn of r�ny N 35� � 9 � 24�� E — 5 . 00 easement crossi�g or burdeniny any pa�i of ;�id parcel , except as noted. : ic •: , ,7� '� 7' �� [[,i, � "�" ' '�-- - . . . �tan Hoqf2ld�^7/ ' - LOT 8 " .;� ���aao a . LS 26598 � _ � �° �� � 0 �n R = 290 . 69 L= 91 . 32 S T= 46 . 04 LOT 7 'SSo LC = 90 . 95 � 0.5 � 9 � A� �7 . CB = N 44° 19 ' 24" E � y�F ; ;�;.,3�_�N�:- _H :: �3h GOLF COURSE � ' � � �s �� ��'S � 3�i?� � � _, F. 6 � � + �S � / ` . G . 9.5' ! o' :� '� 9 ., / n % � � BIUC. O�MG. � - .� � , — }. " , 1 S [ONC. SUPV'��f�i N 53° 19 ' 24 E — 22 . 55 �� / _ . J5 ` �, h . 5, � � , . . �-SJ�� .� il ^l !t '.l�{� - � fi••' � ' �' r� e5 NIS l f. ^�S NG- JE W �THiIv 1NE _IEBi�.S P � � A � ':�a, � � UECK —_� +? p. QI Mi�Jti'A ! : �'�..�`1_ �t - Ele� . 'PAPY:_ (HIG" P..ARD� AREP- PER THE DEBRIS— FLOW APJL i y� )• ' �' _ /� ° 8283�^ d-o V�iA7ARU ARES , � DEBRI_ e��ALANCNE hAZARI. ANAL�SiS pREPARF � • ,� r`�t � ��tii)NF f'E �7 . THE TOWid �Df VAIL BY ARTNUR I . Mr"Af2S, P.E. CENTERLME Of _ _ 7 � S�u• 'V .� (PER PLATI � � "- 30' UTII IT'r EASEMENT � �1 ";4' 15" W ' � 82� �, . p� � � NOlEMBER, 1984, / 3.86' ,{�Rioce �e�c� �' ,�P�'yl � _ � (rra ) � �' C��' � O EASEME NTS SHOWN ARE i� I " ')NL� v''. I '. ' � /�j . a.o- �����'C � � �EI�R�r NA� DfN(. F � :R � A�:1Cc �: . 6. - 0.5' J H29aB' � . � • i7N1�J ���-. . � , O� Q / D(. �_�.�.. .._ .. : `d : ` _ . � �, el?9.p'. o �� . �Fti � / � /G� � �,Y `P h a l% o.�• . o.�• ! � / v • WLUMN � - HIGH AVAIANCHf. � U ' � � � . HF�ZARG AREA � .3// ,/ I ' e. �. � :> . � PE�? ��i�r; � ' � ,�"' � °l� Y . . �.;?�RY WOOD ( ' � / O I �Rf+ME HOUSE a2az •� • � . � ,� �J � ( : '1"�cy ^.ONS'PUCT !0'vj � � NO DRIVEWAY / � D� " li : //�.^� e26+.a• � �� o.e• � TIME OP jUP.'dE'� � o� � �1I0 �2&7.2. / ' f / � .. K �_ a 4.0' ._ � 4' / J� /� . �s i� 1. I " ry _ j � �.w-s� . h� . a.G�swr� �� n�� dl� C/ oFCk S ,• zs. , . , � j 5 a-zK � u '� �3 . ' 24.B• � �2.9' '�B.O'_ .>� IQ'1. . . � 2.4' v 0.9' � � � � � G � BLDG. WNG ' : �07' WID -/ � �, �\� COLUMN � ' O 1 , �5- Z SZi � O ✓ `' � � , . �oN�. W� °��o��MN'' I = 19 00 00° r�' S 3 ,��� � � �, / l�, R = 107 . 54 � " v s �., • LOT 6 � � � O� T= i 8 . 00 � s s �- � U �-� S � Z s�. � ✓ `, � ., �,h LC = 35 . 50 S / /` `4,,� . % �h . CB = S 44° 21 ' 29" W � � z j z � S' z rz� �' ✓ � t,_., � � - - �' / ' OJ � � S 3_ � + oh� � � �� � � k 2d s . L .i i o� �j � � 5 ���� F � l� � �� � � �� � .� ���_ ��,F �F;� � SCALE : 1 " = 20 ' � C� � � � � � Z � � '� DATE OF SURVEY : 2 / 17 / 94 /� :,,,�,_; ��,h � ;;A�, APPROX- 2 ' OF SNOW UN LOT AT TIME OF SURVEY � `� '� � � �' � `�� � `�� ( U�HER FEPiURES MAY EJ(IS�r BENE47H SNOW WHICH ARE NnT S'-i�:WN ) IMPROVEMENT LOCATION CERTIFICATF q�` LOT 7 I,��b �r � • b VAIL VALLEY — THIRD FILING � a� ss �,�-b �� s� � r � � � ������ ���`��r� TOWN OF VAIL C`�` 1� P � 41199 HIGHWAY 6 k 24, EACLE - VAIL `� S ` � �'�� � ���� � J �. �. �ox � 23� EAGLE COUNTY, COLORADG EDWAR�S, C0. 81632 ( 303)949 - 1406 � SanFder Z/ 18/ 91 .: Oa ivc . ' � � `� �