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Gf�t't ' K �• • • � M�^� � \ � � • ��~� A � I/ N 11 �p 1� r � , .s ._._. . � �- � � ID 1� 12. 13 ��? � � � � � � � . � STRlJGTUF��►L �PEClFIGAT`I�1�1� •� �a> � I) All foundat�on around per�meter of structure shal{have mm�mum frost protectlon 8) S�xeath all extenor walls w�th%'piywood with mm�mum span rating of 24/0 or � � - of A8"to bottom of footing A11 foundaGOn walls and coiumns to be centered on b;tter Nul with 8d Q 6"oc to all studs � � concrete footmgs unless shown othenv�se on plans 9) Lve loads used for des�gn- 2) AU cast in place concrete must be made wiEh Poriland cement and attain Roof-80 psf snow minnnum compressrve atrength of 3000 psi aRer 28 days(mirucnum compressive Flaor-50 psfres�dennal � strength of 4000 ps�after 28 days for concrete used in slabs) Design based upon -Deck-L00 psf BUILDING CODF.REQUIREMEN7'S FQR REINPORCGD CONCRBTE(ACl -Wmd-96 mph(3 second gust),Exposurc J3 � 3l8),1999 Concrete placement to conform wtth"Construct�on Reqmrements"as -EarihquakaZone C-IBC � def ned ui ACI 3l8 All concrete slabs on grade must Ue provided control(scored 10)All constructson must comply witU ihe 2003 Internat�onal Huildmg Code as or cut)m accorciance wrth soits report Ai!exposed edges of concrele shall)iave adopted by the 7'own of Vaii Btnldmg Department and the"General Cond�t�ons of Y:"chamfer Conerete work shall not l�ave az�y hor�zontal cold�o�nts unless t}�Contract for Constnictton"(AIA Docun�ent A201) All construct�on must be � autlionzed Uy ihe engmeer Field coordmate all vertkcal colA�omts with structural completed within tite tolerances descnbed m the"Residenhat Construchon engineer,use conUnuous vert�cal waier srop at all cold�oints P.rformance Guidelines"as prepared by the NATIONAL ASSOCIAT[ON Or � Q 3) Remforcmg steel�s AS7M Grade 40 Al!welded wire fabr�c must conform to IIpME BUILDERS �tf AS PM A185 Re�nforcement placemcvt shail confonn to MANUAL OF 11)All beams,�o�sts,a��d raiters are to bear upon walls or beains,or Ue hung wdh �� N � STANDAILD PRACT2CE,2001 as prapa�ed by CRSl. Ail lap splices to be SlMPSON Strong-Tte hangers or approve equals � mmimum 3G bar diameters,all honzontal remforcement to be contunious around 12)All structural members are shown m their final posrtions properly braced and y( .a,. comers and at wall mtersechons Mm�mum remforcement��rotecUon- sipported,dunng construct�on�t may be necessary to temporanly shore portioas (� 0 •concrete poured ngamst earlh 3" o'the struclure wlute olher portions are being constnicted Contact the engmeer .Q C� -concrete pour�d tn forms 2" for coi�suliauon as required .,,� -conerete sEabs 1" 13)General ConEractor�s responsible for all non-specified connections,contact ��� 4} AH lumber shal!be Doug-Pu#2 S4S or betfer,all wotmaniced lumber shalt be eagmeer for details ns reqwred 7'I�e engmeer�s to approve aIl stractural Q� ",� Hem-F�r#2 S4S or better(alI lumber withm 18"of fin�sh grade must be srbstrtut�ons wolmumzed) Provide sol�d Ulocktng ut 8'-0"on center m all diaphrngms Ail 14)GeneraE Coniractor is to coordtnate all diaphragm��enetrations(i e,chm�neys, columns to be contimious bearmg to fo�uidauon pumbing,sewers,ctc)tluough iloors,walis,roofs and fou��datioct walls with / 5) Glulam matertals,manu£acture and qual�ly control s6a11 confonn to STANDAItD apPropnate sub-contraclors General Contraclor�s responsibie for the means, SPECTFICATIONS FOR STR.UCTCIRAL GLULD LAMINATED TIMBER OP nediods,techniques,seqaei3ces,procedures,workmansh�p,seasona3 schedulmg SOI"TWOOD SP�CtES,AITC l 17•2004 and TiMQER CONSTRUCTTON and Job-s�te safety associ2teci w�tli th�s pro�ect The General Contractor�s to MANUAL{5'�'edition)as preplrcd by AI1C Sunple span Ueams s(�a11 bc v;nfy all dimensions and elevat�ons w�th the architectural draw�ngs Notify ^`��'�`����� sa,r,.. .� �,+. Combinatton SysnUol 24F-V4 wrih no cambar Contmuous or ca��t�levered beams engmcer of all confl�cts and omisstons behveen varAOUS elcments of the workmg ����, `e-� �`�:�:���, �-�� r�( sl�all be ComUmalion symbol 24F-V8 wilh no camber Glulam columns shniI be d awmgs and qse existmg condiuons prior to commencnig�vith that portion oFthc .`s''+�,���w �"'3�v Combmafron Symbol 3 Adhesivcs st�all conform lo the requ�rements for wet n o�ect General Contractor�s to�nspect remodeI pro�ects anJ venfy pnor use anJ ��'"'a�H �- -<< �°��*;� condilions of service p oper disposal of cxisting matenals(�e,asbestos,etc)as requ�red by eode °s'��°t'� ��.*> �""��", G} SlnTCtural steef shall be ASTM A36 or better,anchor bolts and bolis sitnll be Ident�ty of ail existing h�dden stnictural ptans Uased upon plans by SAUNDLRS- �'?J 4Y' Q`"`�� A3Q7 or belter AlI spvctural steel is to be detatled,fabncated,painted and 'fI-IALUEi�I-STRAHAN AS50CIATES,INC.dated 8-9-7G ���� ��� �� ���� � erected m accordance wiQ►AiSC STEEL CONSTRUCI"ION MANUAL,2005 15)All malcrials exposed to extenor and or moisture con@itions shall be treated for "�`°�� � ^''°�a;'�, and CODE OF STANDARD PRACTICE All weldmg to be performed Uy a tIese condiiions(�e,chcmical treanneizt,slammg,pn�nung,damproofing, ��,�`��� "''` a�Q`�'6,� ceztified weldcr and conform to AISC and AWS STRUCTURAL WELDTNG �zemUranes,llashuig,etc}as requ�red by code All matenals to be treated for firc ��.`�'���"�' ,.������?�' CODE,2000,atl electrodes to Ue EL-70XX All Trubo3t Wedge Anchors to be rasistance as required by code �''�R�'�,��� i `°�, @�,=�p`� mstalled accordmg to mnnufacturer's specifications a�id details ��� � � 7) Sl�eath lloors�vith 2 x G T und G deckin�to match extsting,prov�de 2 screws per ��� ��� ���, ��� �� v ��� ���� beanng poi�it,fieid coorcimate size Cover decks w�th"Ix"Ipe with 2 screws per ��� beanng po�nt,field coordu�ate size and sleeper deta�l � f— � � ...^ , ....._....... 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Nov 13, '06 �� �� �'"`� � / �~ ` Revisions Dec 15, '06 � � � � � � � � �`\��' � � Pncing Jan.-�,'07 � a,,� �� /��� / �% �'� � E`�i�ting Tie Wall � /� � . �e '�� Revisions Ivlar. l8, 'Oi ��� '/ � � / �\ �1 �� - � � ,��, . /�i� � � �� 1-�„_"�.—'__ - � � � �,�--- _---��. Q, ''� I ���� De � � � ,,�p ��. . i � Stone Paho � � i' i / ` � �� ��/ ,f / � f �i�tu�g Tree ��� I to Ite�am �� / �i ����� Deck ---- ,..� � �� ��•^ �• ,� _----- Ent�T � ,.----'' / ..�----- .- � � .. �� i J I / �-�'� /:%'� ��� ��� �' � �� . i�/ Entr � Ewshng Stucco Wall � / ������ �\` ��� i y I to Remain ,�---- � � � ��/ � '"'�~�� � / ��/E b RemovVed t�/ `�� Exist�ng � � �i �''� � � �� �� Cobble Swale � ' i � /'R ���� / �;` � to be R�mnved � � • • Ews ucco W�all \ '`rt ��<<-'�Exisiin Asphalt 3-Car `��.'� I , E xlstln obe Removed Exishng Trees �,`` �� rking to be i� / � ' � I . -;� Re�� ��� Removed I � Re s i d er�ee Entry �`� �, ` � � (see Sheet L2 for Proposed � � � i��� �� Layout and Grading) � � � I � � 1 /� � � 1 I � �� �� � `` �, i ` Ewsang stucrn wau � �, s , �I I I d to Remazn g Stucco �� i�� / � 9 all to Remaui \�` �i�� � � G a r a g e i° Existin g As phalt Drive J..---�------ ��-' � o � � � ��g�� t o b e R e m o v e d .�'� � �, t o b e R e�o v e d (see Sheet L2 for La yout and .� � : L ot 9 I� � � � Grading) ,� � � o i �a � Entry� �� E�S�g s���o �' -. / � U ' � d I �i Wall to Remain .--- ' I � � � /`�Edge of Existing � V � , � � �, Drive to be Adjusted � .�' � � i L Bwlci�ng Above ti i ` �, 1 `� '`�, (see the Gradng and Layout � � � `�„ i f� � 'c'' � Plan) �, � � � � Existng Stone \ i' � �+�,M i � � ` � � � � s t�p s t o `� Existin g As pen Trees��� / Ed ge o xist u�,1��t O f � " J I '� I Rema�n '' � �. to be emoved �`�`�'�� ! ``°--�- Distur Ce { ,� U I �� Exishng Stone `�� �p�i��� ht�'j'�+��t� � R C� ��--._..�.'.��'- 1 r-vi � Existmg Trees � � Walk to be �� l�� + � ������ � � � � t��Remun /�\ Remov�d `� ����/..�r��� `� � ' � � � �` �` l 1 �� • � rT� I I � +h �-°` �\ � t / E.�� I I � � +� � � `\ \�i�`-`"y�' �,r--.� / " �, � ►� r�l I ' � / �/ �,,.,...�---'- —° `�.`.�..`..�-`---�''� `� � �` �, � I �`� � � � � � \ �� � � '� ��' �,y.- � � � _,_.�. � I � / � �` ��� ""`---�-��`` ...�.. *� 4-a ' � �I ��` l,,�e � •' ���,,,,✓ �,,..--�"'� r�` ->,� � � � � � � � � � ; i � e�� �.-----�-°"" ----,---� �`' .� �"'� p i I ' .O 'S,� Exishng °"°�� .r'"'-°� „`°"� � � , I 1 Cobble Swale ""� --°� -�-°" •r-� � � ....�----�- to be Removed � � ..--�°�� �� � � � __._____-�— .------_��---�--�`� �`�.,�`'` `�,� � „'"'`,_.---�°�`�" � b�A �r � � '� `.,,� ,/''� ��...�-�--�� „�,� •r-+ i `� �1 . � e _„�r-------�"��� �..-' � w � � ��,..-� ,� �.�--- �____� � Q � � � � � � �,y.�-'" ��-�-` �,,._...--- AP'PRC)!!ED y_ .� d' Communit�Development De artment ��: 0 w � =°`1���~ -'`��� j�NOF YAJI, � Building Safety and Inspection Serv�ces �,, <° �, � ...---'`.'-- � � '� �k; '� v �� .��( `�►� �,„x..-°� -°``° Section 1 d S,q �� � � � V � �°'~! ,�_Int�mational BuildingCode/lntemational Res��.-.°�f ��� , � '� _�--r Code Vai�dity of permit The iss�tactCe orgranting of a perm.: . �,,..-�' -'r 1 ',.,,a--~'` not be constn,ed to be a permit for,ptan approvai of,any v�o!�,� �cf �'� ;- � °� __--�""� �'a. � any of the provisions of thts code orOf&ny otherordinance of th� ;;� - ^ 1 _ ���..---�''r �,,,...--�"` junsdiction Permits presuming to give suthority to violate or canc�!the �� ��-; W •� �` � provisrons of this code or othet otd'u18t1CeS of the jurisdiction shall not be �� � - . (� ____ valid. The�ssuance of a permit�based on consttuction documents and �?�° � � .� other data shall not prevent the building Officiat from requiring the �- correct�on of errors m the constructton documeMs and other data.The �� � � �`` /`� --�.. NORTH buddmg off�cial is also authorized to prevent occupancy or use of a �`°� m � structure where i vio a of this code or of any other ordinances af � r �'� �,.'`'� / SCALE 1"=10'-0" this jurisdiction. V � �`"°' 1,/ { PLANS EXAMINER: DATE: 3�2� �d� �\,�'(/7 i��, / � � � V � � 1 • �{ RI' '; LJ I .,.� �`----�.. ' � �P������ �-=�-s ��A� 2 , 2007 � , � � �`°�..., `�,,� ,�..,.� /' �'.r ti��-y �Pc.rrt�`� � - , � o �., --- — � _ ..,`� �a f��� O�� �� �. � ��~ ���.-'"l °---.� � ��'% � oAll R gl ts Resen ed F�eldscipe IncorFwnted Tlus document,�nd the idex�nd � �;�,,� 4 � .,`�� des�gns uuorPoratcd hereui�s vt �' � � �!, mstrume�u ot protesswnil�n�ce, �e- ,^�,-.r F �-+ , _ �s the pro�rty of F�eldscipe ��..`+�,E�! f-� __ „ _�,;q� InmrFwrited vid is nut to l•e uscti{ �'+ {- t� ,� m whule or in p�rt,Nr im other cJ �!a t-P �"}�j"� ,�1�'�%`S�_ pro)xt�.ithout the�vnkt��i authur�nt�on uf ILc F�elds � ��"�'-,-` _ l �?�_ I$���__�__--�-�__.. .� sheet . .�- �::-�-�___�� ____ _ __ � L 1 of four �� �.,,� �„�, �� s_ ���� �� o . ��h.�s � N . � �--i � _ ,� � * ��� � � •d "' "' cd O � O � � v U � �3 � w ,€�d a''�'�.> �. �r � O t �=s° " ������ � � � � � � ' i�/ 1y'�y.- �/ ` ���`' � - ' :�� ;� ��x� �-,, �..� � � �� .�ase �/ � 30'Drainage Easement �� �r � � , , �� � t..� o T /� ��� �� ` +�� ` O v �yy �� ,�. " � �-' 30� �`' ���� �� _ �� a��,, t� O .� �� � �� 2 �' � \ � �' � /� �� � / i�// ��// \ 6 � � Limit of � � � - � � Disturbance � ��� ��� \ job No. 0620.00 � �? i� �� � �� `� Issue Date � ��� , �� ��� � Pricing Aug.3, '06 � ���� ���� g24p � � � T.O.V. Nov.13,'06 ��� � �� `� Revisions Dec.15,'06 � ' �� ��� � Pricing Jan.4,'07 ' ��� / `�6 ��� 82� ' g Tie Wall 8240.7 �� _ Proposed Heated e '� Revisions Mar.18,'07 �� ��-- i� � Paver 2-Car Parkulg: ,�i� , , . �� ��� 41.4 � `� Borgert Products Cobble Series ,� �� � avers in Chamois• erimeter --�--_._" ' , � :,��a,��� - P �P ei �' ��� De "�� ,E, - paving in larger soldier paving. ,,S O ���� 8242.0 r;:'';°, � �i 82 .5 t'��°� � � , Stone Paho 49 '� ��� �:,�Y ,: f` eated Drive on a Sepazate �.� /��� ------ 42 0' e� ��" Z� T.O.V requirements�r� •��' `��°�,� �� Deck °a` _ �.� t._�r_�=,�m�� � � 8241.6 ,.h � ,�z�n;=-����._�.,� ,,�� ------ EntrY i o + � _-�a���-=�9�v=� � � . =�,. _-} �,, w � a� :*F � O =;� �'µ N � +� � � 00 �k ��:^ � ' .� m � i� � � c�.� n � � ` �O � i� i� VHS � O i�� �� � � , U w � � � ���, i�/ �.e'� �/ RTD 5 \ ��'1 '� � p I -� � �� .�ase /� 2 �� 30'Drainage Easement ��� "� � o � � � , $-,� � - ii � . i �}' - . i � �� � �_. .� �='� .-+ c.i • i� ' O� '� � RTD ` .° �� n c� � �i � ��, � � o �- '� � 3 ,-'� ��� 1 �� ��y � � i / f / 1 2 i��/ 3 lP �// � , / ' ' �S \ p� � � a � Lunit f � p� � 1 a � � • /�i 115 Pp D1StU. C ` k _ � � �i� O � � \ Job No. 0620.00 i i� �� 2 VHS � �� /��� PP 2 \` Issue Date i ���� ��� 1 R.I.p �p �- \ T.O.V. Nov.13,'06 ��� �� 3 `� 1� � Revisions Dec.15,'06 �i � 10� Ex�shng Tree k�' : P �P � � o emaln ";i; � Pricing Jan.4,'07 �� �� ' ting Tie Wall `,� ' �P ,P � ��� /�� ,� - �� �.e � �^`- Revisions Mar.18,'07 �� � ti1 . // / t IP I // y )p .f'� ��/ /i �' -��" e y /, ,, � � ti,a,� D vs O `�`'__ '�i / De ',;.��lid�:, '.'a ,'a'4 � / '��a'� ��. ,�' t � � �' �� Stone Paflo �e�� ,,,, vs �,,;p ' � '�\ / L p,: r� )P � �i " ' D �P i� _ /� � � vs ExLS Tree ��� - i ------ � � ,�� vs roRe �� _ i - -- �i -� _� k,k,' � --- -=- - - � Dec�: ��� ..� ______- ,�- ___--- Entry i ' --J' + " ---r�� �_=_ , . ------_ -_- � D .' - -___ _���__�- �-' Entry � "S -' __=_ __-_---- ==== �P / // I vs lp � _ _-=— —_-- ____ _ / ��T--- �i-- _— - / I I ��__-__==-�_=T`- _��-- - -- _=_- /� � _ �� �� ��� � s-� _ �#x �n o r'�� ,��e'-�� � 1�1/l"-2-1/2"T►uck Sandstone � 4 � � � Paveis,Random Pattem 6" %" - 1%" Diameter ����� Crushed Gravel rso���,g� ��� �- � ^ Conaete Basa M Wrapped in Mirafi 700 or ���t�o�e� � � Equivalent Fabric. SeePlensforLocahon „ � � � Each Lhrection.0 G �4 4"��- 1/4��X4��Steel General Notes and S e ' 'cations - � w Dry Stacked Sandstone r--� r--� IG Header � . .+ . --a��, � n To3nt Sealant over Exposed _ � ° ,., �i Retainin Wall. 3-0 Jo���lo=toMa�,,Mo� � ,_ � * -m o _ _ g � 1. Location of all trees shall be staked by the Contractor and approved by the Landscape ,, a, � „ � � Architect prior to Cnal installation `,� � � , Maximum Height. (See Plan) � . . 2, E xa c t p l acemen t an d s hape o f p lan t i ng b e d s s h a ll be review e d by t he L a n d scape ;��� , ?� � N , b ' o o. o •* o .o. • L� M - � �� � �� � � �� � 2�Sa"d s�a. Architect prior to installation of irrigation system. ;� :�� o , � ` �\ • •• •,f• •� , e•� 2"��d - �.. , Instilalloa n •,,,�-;it_,�--,ts,_<- •~��ti:._ bio�sttue Bamer. y � 0�0 � �/\ \ \ '� _ �� �� 3. All plant material shall be backfilled with one part peatmoss/compost mixture with �{�-� x � \� \�\� / 1 -2 Finish Grade of Ground two parts topsoil. � r�. r O v ���������� Cover/Mulch Bed Area 4. All plants shall be"Colorado Grown";if not available"Colorado Fielded';or"Northern ` ;y � a? � k4 Dowel cvith Greased Sleeve 1 2 �1 fx � �/�/�/ , 1 / �� �� Grown"ma y be acce ptable. O � - \ \ \/� /� VOTIi.Refer to Soila Re rt for �24"o G nu�p�,�on ro�,r�. Finis h Gra de o f Grass Area � � 5. Spruce trees to be nursery grown with leader intact and undaznaged. �.; ���/��� 4 c���r,�x��em�,� �i`�l�z^fi"p�i°"Jo,�t 6. All herbaceous planting beds shall be amended with well rotted manure/mmpost mixture \�\ lagstone Pavers to be Colo Thickened Slab all Pavement / / // . ���j��� �,ir B�San�� Edges and Jomts. ��������\f (one cubic yazd compost per 350 s.f.one cubic yazd sphagnum peakmoss per 250 s.£) �\/ t� For ExterIor Pavement Only + Compacted Subgrade- �� �j � ����\ and tilled'uito roCk fiee toPsoll to 8 minim�depth Of 6". \\�j\ r , Compact as per Soils Report. ��/��� ������� 7. All herbaceous beds shall be top dressed with 1"extra fine shredded hardwood bark mulch job No. 0620.00 � � �/ /�� 8. All shrub beds and tree wells shall receive a minimum of 3 shredded hardwood bazk mulch. � ` � ��' 9. All plant beds shall receive Mira-fi filter fabric or equal. Issue Date \\� � \\ \\ \\ \ \\�\\ \ 402 Pavers on Heated Concrete Slab \ lo. Place a varie s ecies and bioom�nme)of erennials and ound mvers in masses , � � / / / � � � � �'� p p � Pricin Au 3, 06 �/ � /� /� /� /� /� /� /� Not to Scale ��` (min.6 plants)where designated on the plan. Plant masses of bulbs in perennial beds. g g' \\�j�\\j\\//\\j\\j\\j\\j\\�\\�\ if4"x2"x16"Steel Stake �/.� ���i,�//��/\��i\�\i\\�/\��\��\� `� " i i. All deciduous trees 2-1/2°��.and over shall be staked with 6'steel T stakes and � T.O.V. Nov.13, 06 30"O.C.Max. guyed with#14 gauge galvanized wire and 1-1/2"wide x 18"green nylon tree straps; //// // //�/ all trees less than 2-1/2"cal.shall be staked by 6'lodgepole stakes with the same Pricing Jan.4,'07 ��\��\���� guYing and wraPPing Sl�ecifications. Compact Backfill to 90% %\���\�/ 12. All deciduous trees shall be provided with a tree well at its base. Wells aze to be i earth mnstructed having a minimum shallow depth of 4 Install Lateral Drain 20�� Minimum Standard Proctor. i3. All newly planted trees shall be rootfed at time of installation Rootfeeding shall consist of a liquid root growth stimulator,including vitamin B-2 and a slow release O.C. with 4" Diameter PVC. , Steel Ed • fertilizer composed of 14+14+10+2°�o iron 403 14. All trees,shrubs,vines and mixed flowers shall receive drip irrigation at a schedule ' ' • Not To Scale 100%SOVerI p�All�'di ub•edd areas t�o be revgetat��native r�asses and wild-�� Retalnln W al1 S e etion flower seed shall receive temporary irrigation for a minimum of 30 days;thereafter, 401 Not to Scale an int grated rainpsensor/shut-o�. y����em will have an automatic clock with 15. Aspen trees shall be field rnllected with a�n�TM+um of three cleaz trunks unless otherwise specified. Stone Walk or Drive 16. Unless otherwise noted by the drawings or technical specifications,all planting beds shall Pavers be sepazated from sod and native seed mix by Bend-A-Board edger. 17. One application of di-ammonium phosphate fertilizer,l8-46-0 shall be broadcast prior to seeding at a rate of 7-81bs.1,000 s.f. Mortar Setting Bed. 18. All disturbed areas located on the Landscape Plan to recei�e naHve grass treatment Concrete curb,edging or sidewalk. Concrete Base. shall be revegetated by sewing the following seed mixture at a rate of 42 Ibs./acre. See Details 19. Percent mix of each seed type shall be approved by the Landscape Architect. , Snowmelt Seed %Mix See Plans for Location. Sheep Fescue 20 p � Creeping Red Fescue 20 Prune all damaged or dead wood after #4 Rebaz @ 32"O.C. Canada Bluegrass 20 e ° a p planting and mulching. Each Direction Canby Bluegrass 20 °' � ° Rocky Mountain Wildflower Mix 20 A ° �, Set shrub at grade grown in container or 6"Flush Conc.Separator 20. All areas to receive wildIIower seeding shall be sown with the following mix of wildflower � grown in nursery. Set top of junipers to be removed for concrete path seed. Percent mix of each seed type shall be approved by the Landscape Architect. � a , rootball to finish grade of mulch. � %� yy � • Siberian Wallflower 15.08 //j lr /r 1�l�/ / /J���j Jf frrJ�� � f r r f f APP1Y SPecified mulch to 4"de ll l. �11 ♦ •♦ •� •• •• •♦ ♦ •• • •• • F s t r�� • • •• • ♦ •• ' f ! ' f!,/''�'ff!ff 1/�'rf rrr�fr � p � b � •� 0 � � • � � �� • � � � • 4 � SWC�W1ll1u3IY1S PlI11C I�L.O4 V -������_���-�� ` - � _L�1��"` ' . . Unheated Conc.Slab with Ro Mountain Penstemmon 12.04 � i �`w°: .�� Score container rootballs with encircling root� 5�� ' ' . ' •' ' ' •` • '4 �' ' ' �.�_� � - - °�:,�1 ._ � ` • ` , .' • <. ., , , ' - r• � : . Paving(Drive or Walk) �3' �„� . ' -�I I I-1 I ::,�' " 1=1LI=1 I� 2 .� • ,• � . • • . • � O �� „ . . • . . , , • • • Perennial Gallazdia 12.04 ��LI _ - ��_ 2/3 backfi11,1/3 compost mixture. � �g,�•�.�.� _ � - < -- - - • • Blue Flax 10.04 ,� LII I- ?', - _ - _y'�~ Dwarf Cornflower 6.04 � - _ _I - - �=T' Annual Baby's Breath 6.04 � U ��� � ��- �_��� ��- - Remove container. Place rootball on ��a Poppy 3.0�0 V �� � ��� ��� T undisturbed soil. � #4 Dowel with Greased Sleeve Dame's Rocket 3.00 .� Ball Dia.+12" , 2"Sand Bed. C�24"O.C.All Expansion Joints. Shasta Daisy 3.00 � Giant Columbine 1.00 NOTE 2"Rigid Insulation Typicall/2"Expansion Joint. White Yarrow 32 � Do not plant y plant w rootball no n conforrn ce ' Aspen Daisy �4 � U with Colorado Nursery Act requirements. Thickened Slab all Pavement Moistur . Edges and Joints. 21. All seed,sown and fertilized azeas aze to be lightly raked into soil. (n v Hold mulch grade 1"below edge of walk.edging or curb. 22 Mulch all sown areas with 2-3"of straw or hay free of weeds. � '"� Compacted Subgrade- � 23. All straw mulched azeas aze to tacicified with an approved organic tackifier at the rate Compact as per Soils Report. ot 120 lbs.per acre. .� � '■.� � � 24. All finish grades shall provide for natural run-off of water without low spots or pockets. -E-� w Shrub Plantln Set flow lines accurately and provide a minimum 2%and a maximum 33%gradient unless C� � ,.,_,i� 404 otherwise noted. Contractor shall be responsible for positive drainage throughout the (, •� Not to Scale NOTE:Refer to Soils Report for site,with accurately set flow lines. No low spots or ponding of water will be accepted � � � Concrete Mix Requirements. in the final work. Positive drainage shall occur away from all improvements. .�,..,� 25. 'Specimen'plant material shall be flagged at the holding nursery for approval from the (, w Flagstone Pavers to be Colo. LandscaPe A�'chitect• � � � . Buff Sandstone. 26. Plant quantities in the Plant Schedule are for inforn►ation only. Landscape Contractor is � � Do not cut leader. Prune damaged or dead wood after responsible to do their own quantity takeoffs for all plant material on the plans. In �� planting and staking. Keep shape typical of species.Do not For Exterior Pavement Only. case of discrepancies,plans take precedence over plant schedule. � � I, 27. Contractor shall field verify e�dsting grades,utilities and mnditions,and notify the � prune up lower branches. makin modifications as directed Pavin at Future Walk Seetion by the Owner. Contractor will be required to mmplete the work of this project �j � � Owner of an discre ancies before startin work �� 405 ' Specified trunk strap collar,Heavy duty. Do not twist. according to the proposed drawings,details and specifications. If rnnflicts arise (� � � Not to Scale � � � Straps should have clearance from the trunk so as not to in the field,contact the Owner for resolution Contractor shall take take sole responsibility for any rnsts incurred due to damage of said utilities. � � � have girding effect. � 14 gauge galv.wire with�"dia.x 36"white PVC pipe on 28. Verify locations and wnditions of existing trees and plant material prior to beginning .r..� .� � each wire. compackion within drip lines.Avoid tting of roots over 1't diameter Fxisting plant � .�.� ,�" material damage by contractor shall be replaced at contractors expense. � � V) � 29. It shall be the Landscape Contractors responsibility to mnform to all design criteria n .,�.�.{ ` ,�i�" Specified guy wires. Provide 3 equidistant around tree. as noted on the Drawin s or the technical s ' 'cations. An discre ancies,deletions, �� 0 �I.� � � Keep clear of branches to prevent rub damage. On plants 6' � tall and below stake with 2 stakes as per deciduous staking. g y p additions or alterations to the Drawings or specifications shall be presented in writing � � to the project Landscape Architect prior to installation � v � 30. Landscape Contractor shall submit the Company's written document regazding it's policy � � �- ,� Do not cut leada.Prune damaged or dead wood after in lant azantee and re lacement to the Owner. Each azantee shall conform to the - � plandng and atzlang Keep crown shape typual of specaes P � p � (� � Root collar shall be 2-4"above surroundin rade. Fi114" minimum standard of replacing all material,including labor due to the sickness or death _ watering saucer with specified mulch to a d pth of 4". of a plant for the period of one yeaz following final acceptance. � _ � Specified tree strap collar,do not twisk 31. Landsepe Architect will have the sole and exclusive right to accept and reject any plant � � • ' 14�,u���,�e w��,ln^a�X material brought onto the Site which he/she may find unacceptable. � v� )�r�,t 32. Landsca Architect must have a n+;*+;n+um of 24 hours notice prior to desired site visi� � 18"white PVS pipe on each wue. S �3 posts,align as approved Keep � - pecified stakes at 4"waterutg saucer driven flush with plumb with tops even Dnve 12•�to„na;g,,,,��a ` � ` subgrade ou�de plantmg pit Tree stakes locabed uiside �, _ � grade,24",three per tree. Remove saucer upon seeding or watenng saucer On trees greater than 3"cai�per use guY ('� : � sodding in irrigated areas. ���������� ` �` � � V ji14� � r Water saucer to be 2�'from trunk of tree. Wrap enhre surface of trunk ^ Fil14"wat sauoer wrth � 1��ff%i������f��� �i�$�+jJ4'�r�.. up to brazich�mth reqiured e1�►S specdied mulch at a depth of 0" � ,/ /r�/ �� �y � Wh�8 at the trunk to 4'at the edge oE the rmg. Remove saucer � � ' - -� 73 BdC�lll PP & P�fi� upon soddmg/seedmg in imgated azeas ,� compost mixture. R��to s���Wo�,�. �I I v k` Secure at Wp with duct ta � ' - Remove all twine and wire from ball. Remove wire baskets. Water saucer to be 2-1/2'irom trunk of deciduous trees. � � 4 - Plant tree 2-4"above surrounduig !"� grade on unduturbed soil.Set Ituhal stabiltzing backfill 113 depth,compacted. � =I �pl,�, , _ _ Initial stabilizing backfill� depth,compacted. O ?13 backGll,l/3 oompost mixhue. � ���-��� Set rootball on undisturbed soil. Remove twine and burlap � ��',i" Compacte � i �'== � ;:.f Sub ade from top� of ball. Remove all wire baskets 20"below top �";� :�,:� ocopy��,t � of ball. Fieldscape Incorporated All ILghts Reserved B Dia.'F'24�� Compacted Ttus document,and the�deas and NOT'E: 1.) Root Collar shall be Defined as the Point at which the Trunk Flare Remove all iwine and wue from Subgrade a��,��,�orporated hereu�,as an balL Remove wu'e baskefs mstrument of profess�onal serv�ce, eets the Root Flare. �s the property of fieldscape Inmrporated and s not to be used, Undlsturbed ptt bottom foI tootbafl base. i�� ��=^ �o���� m whole or m part,for any other \ profect without the wrikten ������ ���I�� �. authonzahonoflLcFields ver re en re e P1 antin NO'IE 1)Root Collaz shall be I?eGned as the Pou►t at which 406 theTrunkFlareMeetatheRootFlaze ����� �������� \ Sheet ' Not to Scale Deciduous Tree Plantin ��.� - 40� Not to Scale � ` �'r �' v� ,�. - ������ � � _ L4 W � ' � '��'t��` of four �f - � - - ,,.� -_ _ � .,..�:.- _ ,.�... ..._,,,,. .,_ -,�.�--_ -�.._._�-..� -- ._ -_._.,, _ .� -..._ _ _ \ -.� . / , / FND #5 REB � �A�� �AL�E � � Y �RI�E 5 , - o ( � �'•0. W O � 37 8g. ) � � / / 8p,32' . / J / / / , .� / / / L / \ / 35 ao � / � ' / \ ���` � / / - ` 9 / � / � \ ' TOWN OF VAIL UNPLATTED � / ' � � \ / i s o' � / , / \ / / � � \ / / / / �� \ � / / .�� \ \ R=25.00' '�. / � � / / / �.'�^ \ � \ L=61.09� � �� � / � � / \ �=140 00 00 �`o / / �s o' / � � , ,� CH6 46 9,8' �CALC s / 30' U11L►TY / / 15 0 O� 10� 20' 30' / EASEMENT � �8s?� / ` \ / � / - `�S° / �15 0' \ � f / � � � / / \rn / � / \ � \ / / \ / � ' , / � ' / � / � � � � ' '' ' � 30' DRAINAGE � � ' �� Y,�/% 1 O � ���Q� / � � � / ���Z��1=�,� EASEMENT � � i / � LOT 10 � �,'������� � , � / , � � 0 6100 ACRES �t / --�-�- / �i�`�s f��;���� , / ,/ / /;",-° �� � �. t o � � � FOUND #5 REBAR / / / / / / / \ ` EL=8243 06 / � �o / / �? / / � ` ��5 � / ' ` � \ / RR , . i ' � � - � � � � ��� ' o� �pr / � / / / 82�° 44 _ '_�\/-_� 2 NoTES• 7�� / / _ i . � _ 'o�o � � 2�' / � / / 4"PVC A3 „ 1) DATE OF SURVEY 5/11/06 � 15 0' � � INV=8242 1 ���, � � � / _ , � - 2 SURVEYOR HAS MADE NO INVESTIGATION OR iNDEPENDENT SEARCH FOR /i � 46 � 8240 7 _� ��,� ��� ) EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, / 8242 5 x _ jj���—� � RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, AMENDED PLATS, ��� / 0 8241 4 WOOD TIE WALL %�' , '��� OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH / ' � / � � �,,/' r , �� MAY DISCLOSE ~ � / � o �� �" " ' - 46 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL � � ��-�-%_�_�_�� ' // , / � 13 1' � 2 9'�� , ''�- ; _-^ ,__- ___ FLAGSTONE PATIO ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ` � � � � I �� ^--Y =�� '-� 8241 5 AC110N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE ' / / 15 0' / / � �, _�` =� "� " ` � ` � _ � ' -_' ` _ THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN DECK -� � �-;,�- _-,�� - HEREON .�-- - �-----�, ��_ ,� / � - - --�-� 5,��,__ � �� . _ , / ��r _Y ' r i_� __ti 14 6'' i __ � �_� 82 7 g __ 4) BASIS OF ELEVATION SEWER MANHOLE 0770 INVERT=8242 0 (SEE DRAWING) 15 1' o ---, � �� �a� ; / ° --�i 8 7 _4 4' , ' ' ' � _�.�� - � 8249 9 __- , __ " 1 5 � / / ✓6 0 DECK � �� 2 ENTRY 8241 6,_ __� �� r_ �T �_ 5) BASIS OF PROPERTY LINE LOCATION MONUMENTS ON S'LY LINE LOT 10 � ' 1 0' � 8242.0 = ' f a ,—� j°, � _--- -- -� �_ g 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE � 4 4' B U I L D I N G � � ' ' � -�'j� , ' � � � 8 A S S H O W N O N T H E S U B D I V I S I O N P L A T O N LY. A BOUNDARY SURVEY WOULD / -- ENTRY � --- -� �'% � ��""`�+_ � BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND / �' 8 2 4 1.8 OVERHANG .a -_ �- -= W O O D 1 1 E W A L L �,-'`"✓ '§ " ��`�-- SETBACKS, W HI C H M A Y V A R Y F R O M T H E P L A T T E D D I M E N S I O N S. � o o ' _, _ �,�°, �,,�' / _ _ 8249 0 �� ' __�-, �� ,r'^� z- �� 7) BUILDING SETBACK INFORMATION IS NOT PLATTED PRIOR TO ANY DESIGN / , `-' �? 8248 4 / �� 8250 7 � � �� � OR CONSTRUC110N IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL � / ' 8241 9;, �=- � � x �� � � , X �1_;_� STUCCO F,.�,,, �,� SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION T WALL -''� � :. �,j 2 � _3 6'-�-= ��� � ' � �� '8250 9 '� 8) POSTED ADDRESS 1527 VAIL VALLEY DRIVE 20 0' -=� � ASPHALT PARKING / I 2 1/2 STORY STUCCO/ROCK BUILDING 2 � 6 3� J L p � ���,��0 7 ` 1'CMP � 8250 9) PEAK ELEVATION TO TOP OF SHINGLES. � � -.- -� .� ' 1 0�.., 2�� 2 STONE LINED DITCH -�.� _ ,' , ' , , �.� 8251 2 �INV=8248 9. 1 � ENTRY Q' �.� _% "�� , '' x � I 8250 6 tO- _ `'_==�c.-= 825 i ��= � � � i ��0 7 , . �- c.`� PEAK = � �' ' 8251 4 -� , '��-1 0 f;� � 5 0' S 0'� o, BE OW 37 8' 8269 1 _ ---_-- -�� _ -_�_���� � , .�, , � i�� I , LIGHT 8250 7 `�-� �' SPRINKLER . 7 8' 8249 0 , <�A ,,� VALVE (TYP) � �� ,,� � STUCCO oj1 �; � � PEAK � � � WALL �6�' ��''•�.,� 8251 6 � � ;; � 82 --� �� �0 8252 1 � ��=� X X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER � I 8 0' GARAGE 8�57$X -'� �ry S2 '' � I N V 8248 4J � � 8250 9 x ASPHALT ' � I � DRAIN ORIVEWAY \` "' LOT 9 � °'- BELOW � � . SEWER MANHOLE 0700 � -�` X X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER c,� 8248 2 � ,,/ INV=8242 0 � �`- � BUILDING 8258 p � ,� �/"' MEAS RIM=8252 4 1 � � I OVERHANG X LIG T j i 82�g,5 g248 8 _ ASPHALT 8252 8 , �O�. Ir - ' __ - BASIS OF ELEVATION ` 12 7' 3 3 1 _ F a ������--�X` �T =����_8251 7 DRIVEWAY � �GJ Q I , , � -_- - '!-- ► �, r•' � F�� � � \STUCCO 8254 9 <��___ / , � , . , � 10 9' � �.� �X WALL �� �� 1'CMP � ���� � 8255.6 -`" -_ -���__�j�' 825: 4 � ,,� � 5 5254 9 INV=8252.3 EDGE ASPHALT ROAD �� Q ��-"�, ,,,. ' 10� DRAINAGE `rd'� __� _ , CONC STAIRS _ ,' s ,. � 0 5 x 8253 7 �� & U11UTY � � -���,� S. �r " � � �P � EASEMENT -___ `��_ �, -- � � 0 5 � � , FLAGSTONE WALK .�� � 7�k���� �� � � ��� � _ � ij � -_ -- � �8255 B ,�� �*C�� '�'� � � �� � -�,� �� , / =�` � , _X p �'"'�-� `,�"�- r , '�� `� .,t 0 4 - � _ _-� ���1 0 �� � � , � ' �`� 8255 8 � � -- � , - ��. � , x \ .� _ �� 1 0 �0 4 \ -�� � _-•^, ����� 8255 0 � � _�. , "� ,-_ - � � �'�., ; ��- \\ __� �/ �. I - ' :�; 4jro . �_� �_� �\ _ .��� f� I � 82X6 5 __v_ �� _ ,,-��` I I � 8256 3 I � I ��� 8257 5 � � x �i� 8257 2 I SURVEYOR'S CERTIFICATE ' �'�� � I, Michael J Post, a Professionai Land Surveyor registered under the laws of � �� ��'' the State of Colorado, do hereby certify that this topographic survey was I �,�� made by me and under my supervision, and that the survey is accurate and . � S' '� STONE LINED DITCH correct to the best of my knowledge � � � •� FND PIN & BROKEN � 8258 5 `.��!/G.^ � ^ � � � o� LS#LO EGIBLE C CAP ��s��� , Michcref J Post - ---------- PARTIAL T�POGRAPHIC SURVEY ^ � Colorodo P.L.S 30116 �- � PART ❑F L�T 10 � R=513.71� 8259 6 - - � � BLCICK 3 VAIL VALLEY FIRST FILING � Dafe:_�s�o�_ V AIL i �.=,,.s3 T�WN ❑F � �=01'19�10" � . 41199 HIGHVJAY 6 & 24, EAGLE-VAIL T-5•9� �CALC � - �`� P0. BOX 1230 c"=".s3� ' "" '°' S'� EAGLE C�UNTY, COLORAD� ��wAROS, co s�s32 JOB No. 1 0 8 0 (970)949-1406 1080T DWG 6/02/06 KD/KPJ