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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Tunnel (7) N � � �� NERA NOTES F R DIM T ON TR � � / t 5 j • @2004 42140 ARCHITECTURE. INC. � �\ '• NQTES: LEGEND M .. �� f - _- 1. REVEGETATE ALl. DISTURBED AREAS AFTER CONSTRUCTION IN ---�- -s '�---� PROPOSED SILT FENCE � ' r �•+ 1. Contractor shall install and maintain sediment control measures in strict \Y"' .� - .- . accordance with these approved plops. COMPLIANCE WITH THE SWMP/BMP FOR THIS PROJECT. y W. s " �. .-�1- 1/ � 2. All proposed sediment control measures ore temporary measures unless specified / � - A. `_E iff p op 2. INSTALL EROSION/.EDIMENT CONTROL MEASURES PRIOR TO / •_ �` �� =`i t ' otherwise on plans. COMMENCEMENT OF CONSTRUCTION ACTIVITIES. PROPOSED STRAW BALE DIKE - - ���-�F-•�~+ L �� �� •/•+ 1 / `� 4: 3. Sediment control measures may require minor field adjustments at the time of -• - � �� • .•�[ f construction to insure that their intended purpose is accomplished. Engineers 3. REFER TO THE GEOTECHNICAL STUDY PREPARED BY KOECHLEIN � ��• � l /�--/ `' approval wits be required for any other deviation from the approved plan. CONSULTING ENGINEERS. PROPOSED R#PRAP I-, �•• � I., ����� "�X I Ii 4. Contractor shall provide continuous inspection and maintenance of all sediment i r• ♦ r� ' // � '� �. control measures to insure that maximum sediment control efficiency is obtained T%6= lv ''� '`"' ` Y 4. STORM P#PING LENG 1� AND INVERTS ARE MEASURED FROM INSIDE r• O �•ps.•'" until final stabilization of site has taken place. FACE OF STRUCTURE (MANHOLE) TO INSIDE FACE OF STRUCTURE. PROPOSED W>VFL� �� ! ., .' ° '� ;az . ` measures at the onset of grading ) i �• �R F �`< x � _e :� �' \ 7_ 1 5. Contractor shall install sediment control g g / •r �� i. � <', T ;� S, I ' ,__ �y�•. operations so that effective sediment control can be achieved during the entire 5. STORM DRAINAGE STRUCTURES NEED TO BE PERIODICALLY �� / ` / � `�1 _{ � grading operation INSPECTED AND MA1NT�.INED TO INSURE ADEQUATE DRAINAGE. / /��• / / ,& !. t _�g _� fi. Contractor shall stabilize all points of ingress and egress with crushed stone 0.00 /yRVP05ED STABILIZED CONSTRUCTION ENTRANCE / / �� x' 1 g {Ej_ (SCE) until just prior to paving operations to prevent tracking of mud onto public fi. THE 100 YEAR FLOOi7PLAIN SHOWN ON THIS PLAN WAS BASED ON / ♦ f, // / ij , . ;`, - rr1 ways. THE TOWN OF VA#L`S 1383 FLOODPLAIN STUDY. %�/f / /�` i / � K - x W4 from entering an constructed storm ♦ / f /� ///i / / rx rt� a 1 � r / ' ' / F mac . 4" fr� `- , 3 S-}`' N F 7. Contractor shall prevent all sediment o g y �R / /'t. /, � ,V drainage structure b blocking shut the structure with sandba s, boards, or an _ •� INSTALL RIPRAP �/� � / /f / �£ y � � - ° �. : 9 Y g g Y Y other acceptable method unless shown otherwise on plans. • ••pis' '� /�iy,_ / / f " s '� " J OUTLET PROTECTION �f�f>�'/ /fr// i // // / �\ ' � Q S. If stabilization of disturbed areas is to be accomplished during the months of �•� •♦/� �' / � / / / -=KK s 4 _ rrr a October through April, the stabilization shall consist of mulching. Seed and mulch •r l �/ 'C / / /1 , _ � T M'�'f f / ., ri � �� Y y - � and landscape as soon as the season permits. � . - W 101 ti_� N_ - �� - - r) > . 9. Contractor shall stabilize all disturbed areas at a grade less than 3:1 and not f r •• GORE G &* -.11 �/ , �`` � ''� // - - ` covered by paving as saon os possible by permanent seeding and mulching and • / / fi . f - �r landscaping as per Standards and Specifications*. r r• �i ! / ! f / r f � � I ° -� - 10 s -- / INSTALL AND - / / •/�,c - s:A 1 �S _ ; 10. Contractor shall protect all trees to be preserved during construction operations. - •. •� �' ! / / / ��1 \ _ � � x = [� r!11 11. Approval shall be requested upon final stabilization of all sites before removal of �� MAINTAIN STRAW . /! /// -> .r��-�-� t • _ 1 ] (Ja sediment controls. �• INSTALL AND / `� MAINTAIN BALE DIKE .�I'aG > r J� i� �i� i,. r __-= �,- -" - �z I,%a 1 A 1 � O 12, Straw wattles may be used in place of silt fence with the engineers approval to •� -��� _ _ .� �� // / , _0- 1 EXISTING WETLANDS SILT FENCE (TYPIC ..__ �`-i J � � U facilitate site access. �• ��' / _ _ 'r / i .•-F� •��� �- w ` _ (TYPICAL} DO NOT •• -- i...... / /i � � ��f/_� _ __ �jo_ � -0�' ', X,; y i _� _` r .� �� �� �� �, ,_a,r r• •+ DISTURB d�� A/R ,.�... f f ,_ I ' - �- ' ' I -am- .;--, �_1 -E- - . _ 1 {`" .y` � -e __ •p"� `.� �••% �rr .- --- i �� -' �,-�''"" �-= -+� ~ / - ��- - INSTALL AND i Is7 ,'�% � �'' ••� r- -- MSPECT AND_M i ` ,,.• J��Nom_ 1 == MA1NTAiN x .rrr .•�f,• - r -- -- S �r � �'y �,�r` 5 , *� °�_ STABIIJZED I U • rr�iw.ln-rr-■err r� � / r y �1� r i g r +��/- - - - ( 1 _r t ,- r rte- -- - - �� I� �_ ' _ � _r r --D�GE €'PURT�_H s g _ 1 1 t. 1 CONSTRUCTION I ��� �/ a.r1 • /�" �� r ./� `r�l r� ` r' �rrrrr ,� -rte. ' � - E v _ ' - ' I� }' - . (± RE R ` �� - - &., / 1 ' � 1 ENTRANCES W D / GO +✓ I _� 1` _ r rrr // r / /-° �t x .. _ sw� 5 I INSTALL RIPRAP _r *�` `�''�"'� �� �- - �r�s_� f .�--r- f .��f� -� a t �' 1 � } �41 1�I �-J OUTLET PROTECTION `� ' i 3 '�' 1 0 t t H / ,�'` - i f/ �� a`` �- 1! ` r - .__ ��r�- rrr / r -� 5'�`'_ .�•i -`+t-`- 1 - --r' - •5 �� l A ' i (TV.) ' ' f I �/ 1� r.X'r rrr -,� �- tF z= `� 1 f f y = , I ,r _ �- /0\ , i51 +-,y,,r _ - r` r J s f ' Y SAD /- 5� r ?. 1 /_ ✓• / f r�s rrr Z lsn r� _�Y '" s^__- r mss- h F . rr-"�, �_ � � / ' rA� r 0 +_�- i'■ l - r. - y:_ ; Y J `\ I U / _ ` � � y - � -- � - li 1 ,1 .� � �� NSTALL AND •r� `�_-..r...� �.�."� �i - J � - . . t"' o __ r--- j = , \ '� "' �, 1 J '� ', - w .� y MAINTAIN r�rr� '� -. _ / . _ _. - �r h t �, �- t b (WATTLES__ - - A dr '- _ / /�f / / . / '/ � y' + - -/ ' I �-' ` ` '` E- ' .f 1 �' , IN N 0%N1 A/Dk4-LZOt" // � CONTRACTOR SHALL CON TRUCT _ -- -- -�r- � -tl Z, f S � � ' � %' ��'�'° =�_I - --6� --� = ® 1 1 tif� TAiN 4 I �/' STOP-OttTtET�SED1 A� _. ..._ ` / / \ � � ��......l' ��� '='�►' �` - ,� '�. 1 � ._ VAL RESORTS 11 �' / L�QUIRED IN LOCATIONS / / / / ��- ���� '` , V - 4 � S i i/ �� �/� _i /ti " �. g - -1 _�' A I DEVELOPMENT I / DETERMINED BY THE CONTRACTOR. /_ y �►� 5 _-� - �� ,. \ } _ _� .►' r ►� / '. �' ' -? ( � Y. : R , may► rte if� It� a �- ,( 00-o / �` / ���'A! ^I _ _- _ ` S±rr / - //���*V / // ' \'� - _" .T - - "-� \ � 7 �1.i r-_ \ k ' _ 'I d1Y°i�► \\ d 3 ..- -.?4._= ` � COMPANY / ` .� t '� AVON,COLOR'kD4 F / '� � '�' �_ , / 1 .� /►r f' -rte ./` I - ! :- - _ r. x+S •1 r . r:- - • k= _ �- ���! / I �- _ o ► J_ r / // �'�I �/ // �`;= \ - +� = _ n �N ARC:uTi ci of kt$c(�NB Ir,off 01- '`ter _. � / T `i, ��I �/ =fir f 00 - _.r �� r�j ` rte / ; s "+Z* { �, ` / %� � . 1 F3 f � -az z [VJ I C_�_::�. - - - _�_ _�- - 01P­ --&-.I- � lo" .�___ _� ___ ;oor \ 'i � -1, � FA - A= _ . "�- -�� _ O / / _ r/ / / / y.!', Y€ S �_ _ - O x x 'tea, : �Mllp fit: - �w / F r / r �� -� \ - a _ ' /- � r' \ i '` " .I'x °� I D9nVBf•COfOf'2(1Q .7 fir a�'' / - / * �_� _ I o f _ % E f _ i � . {{ I t `` r+riie[ _ .+• s J / _ gl�� // ,. // v r s- r _ - 1 �� �` `� _ Fi_ / , F 1 s= y y, MASTLXM-10NL�iE j ` r / J c a v ti 't. Y / ter. �.� �� �� .� / / / / I// • f. / - ` �� � �_- rr .._��'��- ! /� � �� # i DhSIG.�i tlt il'iEtT i l _ '"~ / J 1 _� ° rr �! -- s s �- tt ® �. i .w.:. / ��= i l -- I� /i I ,a // ! �� °- ,' r E HART HOW-ERTON 01 r -- t - ►T i v .� ^- �' ^ / fi / I fKf% 3 - �� `�iav J� / a 1 / 1 / --_ g - s Wiz: I I mvp i � / r t= 3 g / S�� i f r LANDSCAPE 1 � 1 y / f/ %�� fi //l 10 C_ �_ n ; VEW YORK,NLW YORK 1l i /_- _.- _� �_ _��_ ___ \ - � _ _ --_ _ -�� - -` SEED'T- 6ZCA�ib_LML� / /, 1 / /{1 , , _` .-iy -- -A 2 - I 01 �' r 9�� 7 C S ,r `'' t �y $'p ~ _//l'�, ' ` 1 t ALIT fLJ!\�/glrv� J � l _, / ' r , �'/ /� I/ Z / E� 9 z i S10�ROP do NEW BU S YiL�11sHRS,IVC ; J �� r. .��-yY f -r h�- s s`° I I ? I i 1 j \ / ri / 4P t -i .. �- go- � r � � .s�'' � ��; � � � ��r - �� \ a � %�\ 1 SOON AS =-PRA AL / � � � � / �� � �a- nvov,cagy o�.DO t ell acs' / �F °. c fit= ' r INSTA L AND / s-/ �F` �I / // /�� •R - y j AVON,COLORADO 11 / / of e ` =` _ �" / T r r ---- -- - �� _" 1 MAIN IN / / / / 1�/ / G _ r ra! h •C r' rx 1 I , / / f / -L_ S x j� i llTLh�VL1l�LR l r 'r ' r 's- " �� - _ \ �� f I i 1 , =y�._ 4 �` STAB1 ZED � _AyS �� /� -! / / / -_; g '. � t // \ AtXWEI~IGLVL'WWNG,M - Y ' / fS / r f� VAIIy COLORADO -x rya �,* -H � - ' �L + E.,La. 1 fi ' // / '{ „ X44 T/ / 1 4`` - r - ., ry:�: r ei ""'�. - - - 1 � / / / o / / -- }-ti d'r o� - �/�� e+� x = a� _ i w - INSTALL AND �fi / �/ / '/ / � � �� i I I ': e, E � 1 // / .. = l/ -� f I R 64253.3 f i _mot.- - 4s r / / PROJECT NUMBE - I x r / � 4' / = MAINTAIN -- ;K / ear - / t - I _ _ Tin _ - _ _ --- � / / .c. %. .� Y C_ ' / \ r - x S :« s _ - r- -_ , n SILT SACK " i / / ti :r v a FF 8% / r �' -: - ,tvs f / / /' � / / / � ISSUE REVISION DATE r h ,� rte- x..r. 4.�.=1_ OR EQUAL IN / / / / _ = r _,� �' � / / k a - = 1 INLETS ,a e A / / ,� f , x f . K,, I �, w I/ / s / /r /� - / 04 coNST DOC {. 0 .,.-- LADED WATER SHALL- - CO TRACTOR IS RESPONSIBLE J 4 _ t 1 - -� 8 AL Qllll -T FLOW FRQ� FO INSPECTING AND / / /, / /� / � z f � /,f'� I Qt 1 'u - - _ - - / / F` , _ ,: / FOR PERMIT 07.23.04 I 1 �� . _THE= iti -:THE CONT ACTOR: f / ,� r , . :� i t TALL �,. - MAINTAINING EROSION AND / // q /� f= / f/1 I 't ,�- R PONSIBLE 1= / // / f' / / / r //// f // / //� OS/06 CONSTDOC 08.13.04 L S VICES / - �: yNA E TR L DE ./ L . . . T ON 0 ,% SEQEN C r_� I - -. ' / / MANTA _ / I / .1 ,; -,�' �„ - z ry ` 'FOR v A , . DAtitAGES INCURRE€ _ / /t F f !�. i I ! / _ SILT_ SAE �� _ Z9 - 3 #. \ '"- -.. '' rr // ; /�//°' ' / � / / / ,. /' �� s ru�riv v Io.ol.04 r t E - ��" T ---- �'-'° __-_, ,"- = ' f USED:011-SI�.:�` ADEI . VI�ATR \ I ~- / r / / I // 7 _ / / / / / / �� '. ,�� 1 T / �.-���-- QUAL IN _: py" {�/�1kry,(/f��_ �t•y' i � � / / /5 °' - a y 1 / / r w �� __ i oss FINAL cor;sT 01.03.05 rfi a- -5 I ,Lr� - _--1 r. .7 a - s""'ilr' LS\-i ;�eE'".-T4■E' SITE _ - - - \ C6 - / ! / I / / __ f '_J / / / i { y- - yt ,�..� - - __ INLETS ;-f a--u^� -_ cv'I`- g_r ',' -? - - 4`-- - I ' 1 �` / / y - _ x-E.'� �% I // / k 1 -{+ �. r / -z -_-'� - k Y" r - ry c = - �x / �. a ��.� * .i� � / � / I 16 ADDENDUM 5 OS.16.05 Y _ - ;, _ \ 1 / , /1 / / / .� r rx` /I t -� , �__W / - 4 / i 1 - - - / .� / / / / j � .- ! ._ 1 °...- - r' .� / / r; - t: 4o / - 1 z :. _ �_ / -= ! :� _ - - -Vie= - +. 4' I 1 1 / / / =_ -s - - / �•vY rte' - fi -�°�- - - V- .- - `9 f i s � ' f EXiS1N ::._ / -� 1 � - try �:}� / f � / / / 3. - ! i / . r` - uY: / 4 / I ZE A ___ / :_- _ I � r / , s _ - T'AI TORN -XV M.AII N_ r / ,s: f ^ x , _a > 'i",._e :l - - --.-sue / / i i - _Z ! / '. - / t -_ DI REED AR S iNG / ALL 1 .�`- :X ► _ P�tK / �. - {- - / _.4r. 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II �4 AIVL MA A# / / • _ �\ �. l 1 1 / I _ r HOLY CRASS �� / - / .c- �-,r'- "`.- - _ - - .... __ .r- ' Safi_ �,x. - `=�..-'- _ - _ / - -N V I �° ice.- 1 1. __ _ - I AY F _, NT a-r _ / I = 1 r_:f - T _ a - �,. S, C . 0 EEC A: f 1 a : �-t- - - - - / - Tb_ F ► ~I� / / - - r MAI NANCE S E D I M E -� - _ _ :p-E -_c=• :� �•-iii / - - r \ RAIN aS �. r_, Aft_ RE S t =A _ /I ��_. i / I \1 ;SI .1 _ f- / _ r : _zY - 1 4 - _ i - 3 1 1 / 1 - - _-a- 1 - / _ / r - •_ ; _ :< r I ,�� - �.CO :.STRUCTED { � _.__ / ��: �. :� �:-� _ r - i - 1 - •rc- -:- - - 1 .;` .- � ` L = _x _'= . x Y1 I r 1 _ / ,{ - = - - �-YII-fill :F._- - / / / _ . �- -� i - s I -= _E _ \= / _ - _ / - 9u I r I `'VJ.z � Viz` - �� - 'i - I _ PLAN + - - 4.� -fi� - ``i - - - - - +Y -f. - - tea.-. -�. -g> r - - - 1 b _ _ r r ._ �+ - r- 1 - - - .° =� of I / SS =Y, i _ Fa I 'Y` F�f _ - - r - -ti I _ _ - r ax - - .eIY. �x � / � -, - - „� / 9 f -"! • - :�. / ' - i > ,..-.«-max_ .�,�-•�' �._ -- .. _ _. - __ _ ,., _ - �. _•' �: - �/x � - - s / .�- I 1 ` - ;`k-- - - - S1 - I - s «. - - 1 ;� - 1 F - n - f r �3'.d.� -.'X� = - S, �. v � _w v. _ v-r3 / - r .-Y._-_ . _ - _ - „4 / EN N.T.S. _ i .� _ - _. ti CO24 usr sror , - °s- .. _ __ 1 {. _ _ _ : : / we(rnw&q _ - �►' _ - j] - , rn - - _-_ _ .--.-. _ - .�. �:�.._-. .. y.-_..:_ e:.:�.. .. _._x_-.. .-_-. -.-. - - 4.-_ _ I /�' �.- - �...C= _ _ -S _ _ M� - - !.+ w.^ __ti _ l CIA �.fi <k - _ __.: I I r S F. - / y r. a�-xC .. 970 924- 3 r. r / w_s -n - / - _ _-a'z- rte' r .-�. F ..�t,--` / 1 -1z - Ic 3. 5 - - - - yy I l AIM / - r- 7,d - rv' "R-' SC\\ .P - "l /`f f -`. . _ t -h� _ .. _ _ - n --• , s' --^' fir .'-'`r• '' ' .._`.-- _ . CONSTRUCTION NOTES 1. Contractor shall verify existing site information including structures utilities pro - -�"� -- _- _ --` ~-- �__. l � '' Al fY 9 9 , P PAY =- • -� $ , lines, easements, limits of roadways and curb and gutters that may effect the scope of ' �_ � --° - ' - work prior to beginning site construction. --- _ n 2. The contractor shall be responsible for contacting all utility companies for field location ��;:'� of all underground utility lines prior to any excavation. Landscape contractor shall take sole responsibility for any cost incurred due to damage of said utilities. J - = -�' _ rt. X 3. General Contractor to provide and install all irrigation sleeving prior to paving and wall _ ' ' ,. - --'` - iBA% � construction. Cordinate with Landscape Comtractor to provide sleeving locations and information. 4. Provide all compaction shall be in accordance with the Soils Report. - -- r .� - l rf �- � �• w 5. Provide written notification of all discrepancies between existing and proposed site improvements �� -�� , f' "�- �--� ��- - - E-4 Contractors shall employ a licensed surveyor to establish all work lines. Contractor " -' �' _-- �" r �" i Q S B � 1 p Y Y shall stake out all areas including walks, walls and driveways and obtain the approval of the architect prior to construction. or 7. All work shall comply with all applicable codes and ordinances. ; 8. All finished grades shall provide for natural runoff of water without low soots pockets. Provide a minimum 2.5°/�slope and a maximum 3S°/s slope, ` -ig ,�--; 1,� ��? ~C�}t� r•` .- ,� PA *O O 9. Finished grades for planting and lawn areas are to be"below tap of adj cent paving or � '�` - 6 jCc'�"-CT " -"�'� ' l - , -~` r- I �� �° SNOWMELTED,COLORED CONCRETT ? V - {, �. /�-` _� _ _--- SAN DIEGO BUFF A�IfNG. a tops of walls, --- - �- / %` � - ' _-r .. -- ('DAVIS,t , �' N - _-- SCORLINES WITH f DrUS EVERY 8' 10. Provide 6 minimum of rich, dark topsoil from local sources without rocks greater than , -- k =_ �- a `- J / MAX�M BROOM FINIS 1 r V > 2", sticks, debris. General contractor to provide finished grades to within path of a foot / O ---` _-� ''- T H ' - 5'WIDE MORT) �' ;�.. _ �-- �- p A `�'' SET BU U) 11. Dimension are from face of stud on building to centerline of garden walls. Verify prwrp _� e IGC `. . I i columns at the unit entries. Verify ' -� �`" _ r - ' C. ` " , ` ' FIAGSTO1 to construction. Center site walls on building co u fy t4 C, s , `� rj WALKWAY WI' w Q flagstone walkways, site walls and address markers where adjacent to the pedestrian 1 - �--' f --f -� - . c) M STONE VENEER WALLS IRREGUU ambulance lane, _ � -'"" _� ' � ' , OUTSIDE ED( 2,3 STAIRWAY -� -� \�-, :c- \ +20.0 %�� � ..w .... '�- ^,�y �iti ` \ t`�- \ : ^ o1�F�i- iDSVI:LOI�Iix f \ TVI�I I p - POTENTIAL SPA LOCATION .. ,�'� \ \ 19.6\11, SAIL RESORTS TYP. RE.ARCHITECTURE �� � ^ 4 \ t 19.0 ` + ' l r `• 'r EDGE OF ROOF OR DEVELOPMENT r s _ \ \ DECK ABOVE , \� 6 CC�MP 'vY \ AVON,COLOPLAMO TW 7: _ +16. TW CPo k u1Cx.°r[cT of RECORD \ +19.1 , r 19.1 ,� 19.0 19.0 , COLORED CONCRETE PATIO. _ ,�' -}! �/ \ ," , ,k • S' 'DAVIS, SAN DIEGO BUFF'}4' _._ -~ -� f�' �, 2 METAL 11% _ t \ ' `` ' ■ "� GRID SCORLINES WITH \ /Y•, t �] Denver,Colorado �_ RAILING : X97: RADIUS. MEDIUM BROOM �- ° . -�s_�= �/�` \ Y>' `_ , Z9+ ' - FINISH - - 1 -�--� ;'. �. j � &PLANNER - `° � ;_ -__ '-' `` - \ y ^ TW _ r �- - -� DE5:GJI?,Rt=�E:TE{f ;� 19.5 r : �. HART HOB -ERTON AIR CONDITIONER PADS �4 s �. 3 a�s: > k t 4y � - j ,` A,. n�' �' < - ` NL)W YOM NEW YORK TYP. i TVII c % �,//.�Y � ` - ' ; { '. -,S. r�r' !`�► � ' � ��y,�'`J!;tZ��'}Y�1.-! \ s-�+�?.� ' / �� \ � STONE VENEER A �' `-� _ r}� t OE&NE nu NGLNIMR 19.2 l I ,0-00 _-.- 01 i` !! 1� 1,SO v1tOE VQ-d. OG LOR.�DO NC SITE WALLS RE. STRUCTURAL TW ' ' r� ���- . �.1 ErGr�.xc arc 5 •So ~/ 241.0 " ava'r,cot aaao ADDRESS 1 ! Al�L*1P CIVILILNGLNEER GGiL'ERIiG,iVC. L-3.2 VAIT,COLD .AIDO Z 1 !.-°^ i£ `.- _ \ ;')��nay• � a0 �. � � ;� ! ,��„t �`� x I � -�.. BOULDER WALL 3, 5'WIDE COLORED pROJ>rcI';�L:�sER: w9oa.00 1_ RE, CIVIL f1� r -- - _ , CATCH BASIN, 1 " _ `. � [� DAVIS SAN DIEGO '�,! _ �� •Ij r - `;:- �� y}� ,. t- � [, l ISSLh RI;YIS30V DATE _ I F.E. CIVIL BUFF x20.0 TW b .- �r�: ,. PEDESTRIAN - r CONCRETE WALKWAY 04 cotisT Doc 'I )RAIN �� AMBULANCE LANE- 11- ' 1 - j 19.34 - - WI MED. BROOM FIN INLET. RE. 22.1 ,x, �� .41 FOR PF1U% IT o 23.04 I V ,, !; WIDE MIN. �. , CIVIL 5 1�`� � TW !.! 05/06 CONST D 08.13.04 5'WIDE MORTAR SET BUFF I I `J� 22.0 �- �, - i FLAGSTONE PAVIN CONCRETE ac `i �a p _ E CENTER WALL ON ADDRESS - rr�:, ; '!, INTERLOCKING PAVER s.� TLti`E�Irv. o9.la.oa FLAGSTONE WALKWAY WITH :h IRREGULAR OUTSIDE EDGE MARKER. TYP. � = y = � GIANT PI�J�4 STONE, c , 4'WIDE CONCRETE WALKWAY TUMBLED Dennis Anderson ifl 5 �Iti co�sT. o..a3.Os ' I F/� ci •-.` y�' Candace a Archliecture Site Plaonin V t f >== `= ` -NO COLOR, MEDIUM BROOM ` '' , ERRINGBONE ADDENDUM s as.16.a5 22.81 . `, .� r�. i f' t „ F ,; r. �':- FINISH PATTERN P.O.cot 1387 Edward,Colora&81632 - -4 22.1 K 2 21.4 sra'* - , 819 6 <. 98 Aspen Glen --. - ----. s ` K Y - o , WINTERBLEND COLOR " OLOREDCONCRETE 18 WIDE �747sza7zoof�r7zo� r .; ,.6 ADDRESS r 7 ,l -may,, , ' DAVIS, SAN DIEGO BUFF MEDIUM BROOM ��' . ,_ FINISH WITH RADIUS SCOMINES-EVERY 3 MARKER 21.4 ,,��� �C� � PAVING 2 r �r r-EDGE OF PARKING .' L� `� GARAGE/TUNNEL, --o- �w� -- - - 1 1 i 1 z2.4 4 ,ti* TW e � BELOW_G RAS --r"/ J .�- t �. : -- i A, i'' I r}� i' 1 .• ���-- 22.2 �-fr^ ,� �`- -° + ! ` :J l Y Y" `/"\! (�f ', i J ! 0 8 16 !- T'W +21.8 r� t � ' °,.,..�..... :..^. .,.. ....�J - \_ ✓4 S rF `t �_r: - Z A� r-�__ --- -- ` i C' - '-"� _ ' SCALE: i" = 16'-0" NORTH A.I 21.8 t}� � ., _ /'.�'r'_-_-- �- .x� 1 t .a .ti I - .` .�� ,�Sr - - Y'°�.l�.f"� ,(,� ��,'�jiyT�.+� }''� -„�.•`.` �°'" � . �f ...r"�� � �f-� .--.....• _". ,� -.!' ,f I �� �f_ ...�k _ ��� L`�x,, ��41 �` k 1C ` � .•--°-�_ �. `4� r �: �.-_.-- _�'R y Y ,l-.f _.[-' J- .....- �-.-. + y SITE LIGHTING LEGEND ,F Y • r� r .�` .� ' r t r l 4 ,f _ . , - 1 -` - KEY QTY TYPE LAMP WATTAGE LAMP MODEL i �' ° .>' •�$ CORCRTE-INTERLOCKING P,AVE�R --GIANT PLAZA STONE, TUMBLED, a t HERRINGBONE PATTERN, ;0 - 16 ADDRESS MARKER WI DOWN LIGHT 40 watt, incand. Troy Lighting, model BCD6891MB See Detail 1, Sheet L-3.2 } - �' ,>' ,� � ' •,� Finish, glass and lamps to match arch, exterior fixture I is a WINTERBLEND COLOR LANDSCAPE � � 4 � ,� � ��` ,► 19 RECESSED STEP LIGHT 25 watt, incand. Perfeciite NL-6877-2 W 0.R -; ' ' ~ C LAYOUT & 15 PATH LIGHT BOLLARD 50 watt H.I.D. Shaper Light Bollard 902 wl sq. hood See Detail 3, Sheet L-3.2 � MATERIALS MORTAR SET-SL�F `-. ,� � ,,; i I i � � 1 �= >. ti j t ,,}}.�� 32 DUPLEX WATERPROOF OUTDOOR OUTLET Note that each address marker has one ouget FLAGSTONE-WALKWAY - . �'r � - See Detail and 4, 011 back of past-see detail sheet L 3.2 Sheet L-3.2 -s__ ■ 1 SIGNAGE UP-LIGHT 42 watt compact CFLI-42PL120-OB--9 See Sheet EO.1, ES1,4 - - -- ; flourescent and ES1.5 MOUNT, #SM181013-13 \ CONSTRUCTION NOTES G 1. Contractor shall verify existing site information , including structures, utilities, property / lines, easements, limits of roadways and curb and gutters that may effect the scope of _ ! � i A% work prior to beginning site construction. f 2. The contractor shall be responsible for contacting all utility companies for field location r f of all underground utility lines prior to any excavation. Landscape contractor shall take sole responsibility for any cost incurred due to damage of said utilities. 3. General Contractor to provide and install all irrigation sleeving prior to paving and wall Vt construction. Cordinate with Landscape Corntractor to provide sleeving locations and information. G - .• •- '- E �- , ' // // 4. Provide all compaction shall be in accordance with the Soils Report. , 0 � � W-51 5. Provide written notification of all discrepancies between existing and proposed site - / VL improvements 6. Contractor(s) shall employ a licensed surveyor to establish all work lines. Contractor d f . �- - POTEN A -- shall stake out all areas including walks, walls and driveways and obtain the approval G _F ,, w of the architect prior to construction. - / �° �/' 1N -` ! SG .. 7. All work shall comply with all applicable codes and ordinances. 4 8. All finished grades shall provide far natural runoff of water without low spots or pockets. ProyjAeAwinimum 2.5% slope and a max' 33°la >� ! -' �- _ r '' \ O S �""� ''"♦ _ _---- 'TREE i _/ O . iA 9. Finished grades for planting and lawn areas are to be"below tap of adjacent pavin or tops of walls. ! _ ' M ' "'" - ' f� �. 0- r- r� 10. Provide 6"minimum of rich, dark topsoil from local sources without rocks greater than -�-' -- '� .- - L"1 MVT-'0_F - R K 2', sticks, debris. General contractor to provide finished grades to within -'-ath of a foot. See note 7, sheet L-6 for additonal topsoil requirements. e.. 1 1 / ••1 11. Dimension are from face of stud on building o centerline of garden walls. Vert prior __- -~-� -�`" / ` ` l ---'" _--' -- ' y.�= ` t 0 9 9 Verify p j f f , to construction. Center site walls on building columns at the unit entries. Verify flagstone walkways and address markers to the pedestrian I ambulance Ian _ .r/"-' ''' f / r• 1� "/ 'I Op�• CR NL 't �. ` Off:-FJk/DEVELOPEA __ •r• -,.,_ max,... ..-- .-...---" J ..r .•- � 1 ,cy '' / � , -` -z, -" y. � ` • ` ,.A} 1 _r `, r .. ..... •. - f - .._ '`r^". ....--"' -.i` 'err S ��.3i � ��.- •+�:d-� ` � • \ .cam�. - ` ,,, �_ - ;_ METER BANK - 1 VAIL RESORTS , \ g ON WALL 1 DEVELOPMENT EDGE OF ROOF OR \ \ 1 1 COMPANY r " � �- Y_ DECK ABOVE \ STONE VENEER * �. 1 I PROJECT AVON,caloR�Do . r• / , i 4 \ �ltCH11Ll OF RECORD VV" GARAGE WALL ENTRY SIGN ... � r � V'-f 'l � r. o' � •` f k_ `� .- � ( fi X17 r 1 Wall 10 f Y 1 Denver,Cl BOULDER WALLS, E. CIVIL \ 3A* .c, � �n ,� t�.>L.L�Ex At DFRGN ✓° `\ % 5 � s 1 y � � ice+ i £ �t \w - � 1 - - '. - AIR CONDITIONER PAD �^ Q� r CP HART I HO��GERTON RAILING TtA1 �, �! NBW YOM NEW YORIK 23.0 4 23.0 . }7rS 1 5IRM-1 I RtIL F?�tCi��}ER - �� '� t CEO\ROE&VE1x'GLL 1:VC;Lv}iEiRS,LvC s STONE VENEER 1k { }y t. 1 AVON,COLORADO - g SITE WALLS '� 4 ��" 'Y ! aiESCnn.X1c.�L UWMCAL UNGINU x ' \ \ CATCH BASIN RE. CIVIL I RE. STRUCTURAL c; err t Av=ow,COL011 BASIN, � F ALT.1 AL21-NE�GLNLERLNG,LtiG :T VAIL,COlA)RADO CCESS BOLLAR { � �- ` � �v > '=t* 50 21.0 �-'o, �, �-~ _� � ; �' (TIMBER TO MAT C PROJECT NU--S ER 20900.00 Y 8 fl,. �` ; 3 +21.0 �, TW E' '' __ ._ -� Zr -� 1 RAILING 1 TW o TW V WIDE MORTAR _ \/ -" ZQ.4 3 21.� � t^Ft, -,.' ,r. ! ISSUE REVISION DATE IN.SET BUFF �-t PAVING 2y , _fY4 1; � MAIL CLUSTER BOX UNIT, 1 1 r - { L 4 `� UNITS, #331 '\ FLAGSTONE } -�- \ a �" s.s 23.3 - , `` � TS,TYPE I I I, 6, 1 04_CONST Doc \ - Y� =fit \ 2: Lr, - ;-> r >>- r� L� 5 WALKWAY WITH .` � ;' �� �� � AMERICAN LOCKER � " > FOR PER-MIT 0. 23.04 TW _ _ � ;�Iw � ., ri < �� _ . STONE VENEER i• \i- WALLS IRREGULAR ,.sY.;. ;_ , ...,A ��� � � �, ' SYSTEMS 800-82&9118. RE. STONE VENEER W 0sro6 coNST Doc oa.13.04 TW t * 19.7 ., <-�; h �� .��"`: ✓ r�` _� �� � GARAGE WALL STRUCTURAL FOR CONC. OUTSIDE EDGE , =°'-- w »X� ' . . BASE 1 1 s FINALCO`ST. 01.03.05 TW rri TtAI �Q. I \ 99.8 �' 19.6 R ryy ` ` :` �✓ - ' _ _ CONCRETE INTERLOCKING PAVER 1 1 16 ADDENDUM 5 05.16.05 F �` � ` Y �' CATCH BASIN RE, CIVIL GIANT PLAZA STONE, TUMBLED, 8'WIDE CONC. ~�, �� t DRAIN INLET. RE. CIVIL �.•:�,:� ' L �� k� - r r � - 20 2 R � � �- ,. ,� � � � � .� HERRINGBONE PATTERN, S![�EWALK 1 ° 1 2,3 STAIRWAY �• � o, / r� 'k;`�`. p / �- EDGE OF PARKING GARAGE I TUNNEL WiNTERBLEND COLOR B-KEPATH ` 1 \ .20.0 1 '96 7M ` / W R BELOW GRADE ) l 1 TI& Ile \ TW 19.3 +1 .6 \\ �.. 19.0 TW 19.3 \ ' l �� 18.3 �• - �� `�' �r ADDRESS �, I MARKER L-3.z 1 +16 TVY �* a +19.1 -_ .' -� - - Dennfd�Anderson i soc( A , 19.0 19.0 SITE LIGHTING LEGEND / � �- ��:� ,Pt '� / � / % Lartdpcepe Architecture Slte Planning ' COLORED CONCRETE 18"WIDE BAND. ; / � - �\ � ' ' �� „•�-�. � � � KEY QTY TYPE LAMP WATTAGE LAMP MODEL � f ('DAVIS, SAN DIEGO BUFF) MEDIUM BROOM 1 P.o.BoA 1381 Edwards,Cohraeu6,s32 ,r ■ , t; ! 98 Aspen Glen 16 ADDRESS MARKER W/ DOWN LIGHT 40 watt, incand. Troy ' Min , model BCD6891 MB See Detail 1, S eet L-3.2 i ,� y, FINISH WITH RADIUS SCORLINES EVERY 3 y 9 (s�ol9ze-r2oa �e,ts2er2w �; cw; Finish,glass and lamps to match arch. exterior fixture j r , f LANDSCAPE TW , � rY A 19 RECESSED STEP LIGHT 25 watt incand. Perfeclite NL-6877-2 I4 � CONCRETE INTERLOCKING PAVER ' 19.5 f- : sr .�` }_".F .-i •; f LAYOUT & ti GIANT PLAZA STONE TUMBLED rx_ •� r ; � �-- `'a. F EN ' ' i. f� , , I� GSTONE TRY 15 PATH LIGHT BOLLARD 50 watt H.I.D. Sha er L' ht Bollard 902 wit s hoot ' See Detail 3 Sheet L-3� t: . . � �- � HERRINGBONE PATTERN, - p � q. , t r� C , `; WEJLKWAYS r , MATERIALS 4 \ WINTERBLEND COLOR , 0 82 32 DUPLEX WATERPROOF OUTDOOR OUTLET Note that each address-marker has one outlet See:Detail 1 and 4 i SCALE: 1" - 16'-0" NORTH f or back of post-se®_detail sheet L .2 Sheet L-3.2 m2 s f ± ■ 1 SIGNAGE UP-LIGHT 40att compact CFL142PL120-DB-9 See Sheet E0.1.� ES1.4 ADDRESS 1 ,s`; -= -�= MOUNT, #SM181DB-P -�" flourescent ° �� and ES1.5 ! F' ; L,[7C]S. 5 ,. 8 -NWM r'' + 3" THICK BUFF SANSTONE CAP. PITCH METAL RAILING rl TO DRAIN I HANDRAIL - ATTACH TO 2" POSTS L '1 6' -0" MAX. I ' 0 1 a TURN END OF c; Cn ' ANDRAIL 90° AND W ,HELD TO 2" POST U row 17.0 TOP 16.6 -1 L O STEEL ATTACHMENT RE. STRUCTURAL DETAILS Q ILI 5 op / t ► V 2' SQ. TUBE STET-L TOP AND BOTTOM ���\\�\\\\\\\\\\\\\\\\\\\ \ '1 -0 RAIL PAINTED BLACK /���.� \, \\ \� \\,\\ \\ \\ \\ \ r ,' .: Q; � /J\J/\// / ;> 3"THICK BUFF SANSTONE CAP. PITCH = TO DRAIN / r• -, . -8" DRYSET STONE VENEER TO COVER \�\\'\\\i;�\%/\\% / /\\%\\ '\\%\\%\\/\\/\\/\\/\\/ ' '�' -5 EXPOSED CONCRETE \! /\//\/J `' %\//\//\//\//\// PLANTING SOIL RECESSED WALL LIGHT-SEE \\J/\ \ \\''\\''\\''\\''\\''\\/\\''\\''\\��\ ` •r : a = LIGHTING LEGEND, SHEET L.1 /\� \�'�\���'�\�\ FINISHED GRADE -VARIES /\/ \/\/\/\/\/\/\/\/\/��,/j\/\ \/\/ t� STONE VENEER TO MATCH \00>?"\j\f\j\/\/\/, \i /\/\/\/\/\/ , . /\/ °WN�DEVU0PE1 /i / / / ARCHITECTURE STRUCTURAL- ROOF SLAB \\�\\\j\\j\\j\\\j�\�' STONE VENEER TO MATCH %\%\\%\\%\\%\\%� ' ' \%\\%�. i\\/\\/\~i\\/\\/` VAIL RESORTS WALL - SEE STRUCTURAL SECTION I ELEVATION /\//\Ji\; S RTS \ GARAGE C �f ARCHITECTURE \\ \ T ENGINEERING DETAILS `\ \ \ \ /\ \ \ DEVELOPMENT \ \ \j/\ /\ \ \ \ \ \j/\ COMPANY AVON,COLORADO STAIR-WAY LOOKING EAST TO BUILDING 4 A RCMTECr Or RHCORD SECTION 2 ,F f 0- �, IJ SCALE. 112 1 Denver,Colomdo X-lu ER DE..16NI-N iR D11.5I(iN_1RCH1111m"T TURN END OF HANDRAIL 900 AND WELD TO 2" POST HART I HOWERTON NEW YORK,NEW YORK 1-"TO 2' D.D. STEEL HANDRAIL - 51RL:`-fVM IW. G�'-.� 2" SQ. TUBE STEEL TOP AND BOTTOM ATTACH TO 2" POSTS. MIN. 2" M '�° `°�AiO aLOR� 'Nc RAILS AND POSTS -PAINTED BLACK CLEARANCE FROM ADJACENT 'dE°KMM� �C-A IFNGD SURFACE m_F tvoty,co►°R�o 1" SQ.TUBE STEEL PICKETS PAINTED SNOWMELTED, COLORED IL 4N45 3" THICK BUFF SANSTONE CAP. PITCH �`��•�z•�rxl.G'�c. r:uL,COLORADO BLACK fi'_0te CONCRETE(DAVIS SAN DIEGO BUFF) TO DRAIN `? 4" MAX BUILDING PAVING AND STEPS. MEDIUM BROOM PROJECT\'UMBER: 20900.00 FINISH 2" SQ. TUBE STEEL TOP AND BOTTOM ISSUE REtiz5loy DATE RAILS AND POSTS PAINTED BLACK ` ' IN-PROGRESS 06-14-04 05/06 CONST DOC 08.13.04 5A TUNNEL REV. 09.10.04 STONE VENEER TO MATCH = ARCHITECTURE • \\ \\\\\\\\r FIN.M.CONST. 01.03.05 rowl7a TURN END OF HANDRAIL 90° / \j\/\/\j\ 16 ADD&NDUM s 0.5.16.05 I /\�/\\//�//\\//\\//\\// /\/\f\/\/\J\/� mp 16.8 AND WELD TO 2" POST / / / / / /, SCUPPER. RE. CIVIL DETAILS - ; . :. `:. ;,,,. • ' ' r \j \% \j \� \j \j\\\f,\�j/\\j/\��\\/\ Q " \J\\f\\/\\� ELEVATION 3 THICK BUFF SANSTONE CAP. PITCH = / / //\j/\//\J \ TO DRAIN \\ DRYSET STONE VENEER TO COVER - -- / // EXPOSED CONCRETE \ / STEEL ATTACHMENT RE. : .: .. . \\/j\\//\\//\\//\\/j\\/\\/ /\\/,�\//\ //\\ STRUCTURAL DETAILS / f Jl\f/\% \ '- R \\/\\/\\J\\/\\/\\/\\�11\\/\\/\\/\ PARKING GARAGE WALL METAL RAILING .: \'\'\'\'\'�\\''\ \ . . \j \f\/\�,\/\/\/\/\ SCALE: 112" = 1 ' - 0'1 - ' 01 '- t \/f\/f\//\// /j\/f //\/ \/j\//\/f�/\//\//\// \//\ / \\/\\/\\/\\J\\/\\/\\/r\/\\/\\/ \/\\ \/�x/ /\/\/\/\/\/\/� ' '\/\/\/\/\/\/\/\/ LANDSCAPE ` \\ \\'����`�� \� \\''�\ \\ \\ \\ '�\��\\''\\''\\''\\ N��`\' SECTION 1 ELEVATION X/I\\ \\\\\\\\\ ' \\\\\\\\\\\\\\� \\.��� CONSTRUCTION Dennis Anderson NMI DETAILS t.endecepe Architecture Sits Plenninp STAIR-WAY LOOKING WEST TO BUILDING 5 L� 3m 1 SCALE: 1 f 2" = 1 ' -- 0,1 P.O.Box 13888 Aspen G;� 9,632 (970)928-1200 Fau 820.7201 daaigeprynet.cam STONE VENEER SITE WALL WITH 3" THK. BUFF SANDSTONE CAP- RE STRUCTURAL-CENTER WALL ON ADDRESS MARKER 3'-��" " " 1'-4" 10" 2'WIDE In THK WROUGHT IRON BAND WIDE, 611 AROUND TIMBER ARM-ATTACH LAMP 4" WITH SOLID ROD 6'X V ROUGH SAWN CEDAR ARM. 10" (f� REFER TO CIVIL • • ] STAIN TO MATCH ARCH. W SHEET COI 1. 0° ' ' 10" X 10" ROUGH SAWN CEDAR POST. '` ` "SNOWMELTED PAVER s ��I, 4"X 6" ROUGH SAWN CEDAR BRACE. t�; ; U SECTION DETAIL - STAIN TO MATCH ARCH. _ CHAMFER INTO POST AND ARM. STAIN -- -- ; f Z Q __= TO MATCH ARCH. - � PEDESTRIAN PATH ! CAULK AND SEAL. i �- EMERGENCY ACCESS" 13 5" 10"X 10" ROUGH SAWN CEDAR POST. A STAIN TO MATCH ARCH. O �+ • • --�---LIGHT FIXTURE RE. LIGHTING LEGEND • • 3' THICK BUFF SANDSTONE CAP. �i . C, q ar 'o PLANTING SOIL PITCH TO DRAIN ON SHEET L 1 AND L-2 s,` r_ a W v) O ■ WIDE COLORED 18' WROUGHT IRON ADDRESS PLAQUE . 2' = T ` O CONCRETE BAND - o WATERPROOF DUPLEX RE. SIGNAGE PROGRAM r .- V 12' c� ELECTRICAL OUTLET- RE STEEL T-PLATE- RE, STRUCTURAL 'pq INTERLOCKING BATTE MECH. - BACK SIDE ONLY DETAILS d Q; Ss PAVERS :j _ : 3'THICK BUFF SANDSTONE CAP. 111111111111 ill 111111 Ill-T71111 Ill ' r. i r 9 PITCH TO DRAIN 141115 - FINISHED GRADE VARIES f MORTER SET FLAGSTONE PAVING STONE VENEER TO MATCH ARCH ' W a TOPPING SLAB - RE. STRUCTURAL. � a RIGID INSULATION - RE. ARCH. ELEVATION SECTION PRECAST SLAB - RE. STRUCTURAL ADDRESS MARKER DVV!vER/DEVELOPl.;$ SCALE: none VAIL RESORTS DEVELOPAlENT BOLLARD - SHAPER LIGHTING##902 BOLLARDS ARE LOCATED ON COMPANY Ati'ON,COLOF- DO LAMP: 50W H.I.D. STRUCTURE AND OFF STRUCTURE MATERIALS: SUPPORT ARMS AND ARCHITE3(I'DF RBCDRa SEE SHEETS L-1 AND L-2 FOR POST ARE SOLID COPPER, fixture LOCATIONS. FA e 1 BODY AND MOUNTING BASE ARE �-- - SAND CAST BRONZE. HOOD IS -- NATURAL COPPER 10/2 Nnvur,Como MOUNTING: POST IS WIREWAY;WIRE HIPPED HOOD: HH XkSTER IS MADE UP BELOW REMOVABLE ,�G,��,,r���. ADDRESS MARKER TO STONE VENEER SITE WALL WITH 3"THK. BUFF HEAD. CONDUIT ENTERS AT CENTER BE ALIGNED PARALLEL SANDSTONE CAP - RE STRUCTURAL.-CENTER OF BASE PLATE, ANCHOR BOLTS AND 4 HART(HOV��RTOL tiEVP YOM NEW YORX WITH CONC. BAND WALL ON ADDRESS MARKER TEMPLATE ARE SUPPLIED WITH M FINISHED GRADE -VARIES 3"THICK BUFF SANDSTONE CAP. FIXTURE. SCR&NF%MU��L� PITCH TO DRAIN a�RflE�� � ��~ >� r . .1,COLORADO 5' WIDE MORTAR SET BUFF FLAGSTONE WALKWAY CAST BASE IS STANDARD MOUNTING, -` M� ��G I WITH IRREGULAR OUTSIDE EDGE /� SUPPLIED WITH EPDXY ANCHORS AVON,COLORMO AND TEMPLATE S .' r ! • [ AUDiE E\G2LERLvC, ,IVC. COLORED CONCRETE 18"WIDE BAND. ('DAVIS, SAN PLANTING SOIL Vu4COLORADO J/ DIEGO BUFF') MEDIUM BROOM FINISH WITH In TOPPING SLAB - RE. STRUCTURAL pR0]EC7:�u:�€BER 2M.00 RADIUS SCORE-LINES EVERY Y RIGID INSULATION - RE. ARCH. PLANTING AREA SECTION ON STRUCTURE L. ISSUE REVISION DATE CONCRETE INTERLOCKING PAVER GIANT PLAZA SECTION SLAB - RE, STRUCTURAL STONE, TUMBLED, HERRINGBONE PATTERN, I.N-PROGRESS 06-14.-04 WINTERBLEND COLOR PATH LIGHT BOLLARD 05/06 CONST DOC 08.13.04 5 FINAL CONST. 01.03.05 SCALE: 1/2" _ 11 _ 011 ] . . 3'-Os . • .. , 3 ADDENDUM 2 01.19.05 eQ 16 ADDENDUM 5 05.16.05 Y- r , • 4"X 4" ROUGH SAWN CEDAR POST DUPLEX WATER PROOF ELECTRICAL OUTLET- OUTLETS ARE LOCATED ON SEE SHEET L-1 AND L-2 FOR LOCATIONS. RE STRUCTURE AND OFF STRUCTURE ELECTRICAL FOR WIRING SEE SHEETS L-1 AND L-2 FOR LOCATIONS. RE STRUCTURAL FOR r FINISHED GRADE -VARIES ATTACHMENT TO ROOF SLAB. r FOR ON STRUCTURE, ATTACH POST TO TOPPING SLAB ZA WITH (2) L6X4X18" X 0'-3' WITH (2) THRU-BOLTS IN % 9 POST AND (2)z EPDXY ANCHORS IN TOPPINS SLAV �\\t\j'`\/�\j\\X�l\/'� WITH 3" EMBEDMENT. PLANTING SOIL TOPPING SLAB - RE. STRUCTURAL RIGID INSULATION - RE. ARCH. LANDSCAPE SECTION ON STRUCTURE PRECAST SLAB - RE. STRUCTURAL Dennis Anderson ff •r CONSTRUCTION I. r Lsndre0ps ArnF-lecfura 8116 P[annie9 DETAILS PAVING DUPLEX OUTDOOR ELECTRICAL OUTLET H -,� 1 11 ■ 11 „� 1 11 P.O.Box 1387 Edwards,Colorado 81632 SCALE. 1/2 = 1 ' - 0 SCALE: 1/2 = 1 - 0 98 Aspen Glen (970)92$-7290 Fax 926-7201 ■ deai�coricestnet GRANITE BOULDER WALL 10 2'WIDE,k THK WROUGHT IRON BAND 10" AROUND TIMBER ARM -ATTACH LAMP 6" S'-1y" 11.6" WITH SOLID ROD 6"X 8" ROUGH SAWN CEDAR ARM, 10" c f STAIN TO MATCH ARCH. 4 4"X 6" ROUGH SAWN CEDAR BRACE. REFER TO CIVIL , SHEET CO 1 _ • • _ __= CHAMFER INTO POST AND ARM. STAIN W SH °Q • r 0O - TO MATCH ARCH. SNOWMELTED PAVER SECTION DETAIL - 10"X 10" ROUGH SAWN CEDAR POST. Z PEDESTRIAN PATH 1 STAIN TO MATCH ARCH. EMERGENCY ACCESS" 13 ! W LIGHT FIXTURE RE, LIGHTING LEGEND �) z WATERPROOF DUPLEX ON SHEET L-1 AND L-2 ELECTRICAL OUTLET - RE 1 WROUGHT IRON ADDRESS PLAQUE . MECH. • BACK SIDE ONLY RE. SIGNAGE PROGRAM PLANTING SOIL STEEL T-PLATE- RE. STRUCTURAL ` ` 18" WIDE COLORED t DETAILS. O i , , =� . CONCRETE BAND -;---GRANITE BOULDERS f ~ U INTERLOCKING PAVERS ' fl, #-- > - r -P;= a. FINI HED GRADE -VARIES Z MORTE SET FLAGSTONE PAVING TOPPING SLAB RE. STRUCTURAL •` �"" RIGID INSULATION -R ARCH. SECTION PRECAST SLAB - RE. STRUCTU L s: ALT . 1 ADDRESS MARKER ;�` UW7iL:R•DEVEI.C)P6R r SCALE: none VAIL RESORTS DEVELOPMENT COMPANY AVON,COT..ORADO , r ARCHI CT3L"I of REcOR,Q f pur ADDRESS MARKER TO GRANITE BOULDER WALL - CENTER WALL ON ■ iJ BE ALIGNED PARALLEL �\4 ADDRESS MARKER v WITH CONC. BAND Denver,Colorado ��' M.AS'CLR PS.A,L'46A tk DhSIGN ARC:HITTLCf HART I HOWERTON 5' WIDE MORTAR SET BUFF FLAGSTONE WALKWAY F NL\v Yom-NE y0p.c J WITH IRREGULAR OUTSIDE EDGE r '1 MUNROE do M-111ILG NGLVEERS,LNC COLORED CONCRETE 18"WIDE BAND. ('DAVI AN AVON,COLOR.= DIEGO BUFF') MEDIUM BROOM FINISH WI . `-" 1SECI{rL K NGNMER AVON COLD&= \\ RADIUS SCORE-LINES EVERY 3 FOR PRICING ALT. USE SAME WALL Cri'm&N(;f.14FLR AJRL`iEENGi:+EFICL�IG,u4 LINEAL FT AND WALL HEIGHTS AS GRANITE BOULDERS VAH.COLORADO PLANTING AREA CONCRETE INTERLOCKING PAVES GIANT PLAZA ORIGINAL STONE VENEER WALL FINISHED GRADE-VARIES STONE, TUMBLED, HERRING Q IE PATTERN, INFORMATION PROJECT mummR: 20900.00 WINTERBLEND COLOR // PLANTING TOP-SOIL zssLE REVISION DATE -PROGRESS 1404 05/06 CONSTDOC 08.13.04 //� 5 FINAL CoNsT. 01.03.05 •� � / / / / /`�/� 13 ADDENDUM 2 01.19.45 15 ADDT� DLi?vI 5 05.16.05 \ TOPPING S - RE. STRUCTURAL RIGID INSULATI0 • RE. ARCH. 4 S E C T I a N PRECAST SLAB - RE, STIR CTU RAL ALT., 1 ' BOULDER SITE WALL SCALE: 1/2" = 1 ' - 0" LANDSCAPE ■■ ti Dennis Anders nff0c•l CONSTRUCTION = 1- Landscaq• Architaclars She Plena;rp DETAILS ALT/1 PAVING 2 11 - a,l p.,.�,3a, =��.Colorado 01632 s (E: 1�2 - 1 98 Aspen Glen (9741926.7200 Fax 9287201 L�303 daai@comcast.net Plant Legend NOTE:Quantities are for entire project \ -~ •'� Grass Seed Mix `Mountain Mix' � `. ' ., - " •_. V~+ +� KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS \. `\\'` ,,� Wildflower Mix Plantin Rate; 5 �- Common Name Variety `,_ •\` ` L\. Common Name unds of pure live seed TREES -- -_- - - 5 Males 'Spring Snow' Spring Snow Flowering Crabapple 2.5"Cali er 10% Mountain Bromegrass Bromar In addition to the seed and wi ower mix, 15% Siberian Wallflower per acre' P 9 p 9 9 PP p 30% Orchardgrass Paiute the following will be hydrosprayed on all 13% Perennial Lupine 12°/a Rock Mountain Penstema� �f'" '`'•. � ' - 10% Canada Bluegrass Reubens disturbed areas; y � � � \ � �-- 6 Males Radiant Radiant Flowering Crabapple 2.5 Caliper 12% Perennial Gallardia --- 10% Sheep Fescue Meklenberger ° r ° Application raFes per acre: 11 /0 131ua Flax - 9 Prunus vin iniana Shubert' Canada Red Chokecherry 2.5 Caliper 20/0 Tall Fescue Fawn g ry ° 1140 Ibs. Biosot Organic Fertilizer 6% Baby's Breath,annual '� �► 10� Winter Wheat 6°/o Cornflower �" `\ 4.-•c -\�'"'\ \� ` `- `` `,�-�\ \ • 343 Populus tremuloides Aspen 117-2', pe 2001bs.Ta&fier • \ ` `�+. \ e 109-�.5 nd 117-3 Cali r -- \ • \. 10% Timothy Climax 2001bs.Wood Fiber Mulch 3.25% Purple Coneflower `.•` �0, - � \'` . 4 - \a U1 R A , � Planting Rate; 54 pounds of pure live seed per acre. 80 Bales Straw Mulch 3% California Poppy -GASS\AN� * 105 Picea pungens Colorado Spruce 16-10, 18- 1 ,32-14,21.16 16-18 High, ° _-- \ �- ` \ ' \ Substitutions must be approved by owner. 3/o Com Poppy \ WILDFLQWER ,, \ (n Grade A-Specimen quality. 3% Shasta Daisy �- �•- \ ,` �` '\ \ ` .� Cs 260 Cornus stolinifera Red Twig Dogwood #5 Cant. v�v �` _ .25% Freabane Daisy / " \` ` `\ \` \`' \w \ �'�\ Corn us stolonifera IsanG [sang Dogwood #5 Cont / .25% Blue Columbine 'Blue .25% White Yarrow -�"� `y\- � 1Z\ `. `\ \ N \ •. ` i � ~J JH 55 Juniperus fora. Blue Chip Blue Chip Juniper #5 Cont \ \ \ AJS 49 Juniperous sabina `Buflalo' Buffalo Juniper #5 Cont. H 39 Lonicera involucrata Twinberry Honeysuckle #5 Cont #10'\ ,` . \ � w w PA 20 Perovskia atriplicifolia Russian Sage #5 Cont , \ \ 4 \ \ \ PM 20 Pinusmu mu�}us Dwarf M opine #5 Cont � PJ 48 Potenfifla frudoosa Jackmanrnr Jackman's Potentilla #5 Cont. PX 107 Prunus x cistena Purple Leaf Plum #5 Cont. 10'.- `, H ,Vy PV�48 Prunus virginiana melanocarpa Native Chokecherry #5 Cont. / -- f \ \ \_ `� f JP 46 Ribes alpinum Alpine Currant #5 Cont. \\ � �. - ti F f ti a 'Bicolor' Austrian Copper Rose -� G ` \ \ ` � ' ' ` \ \ fey R 30 Rasa oe d Pp #5 Cont. �' N 1 \ \ ► \ vvity y .\ \�� \ 5 RG 42 Rosa glauca Red leaved Rose #5 Cont. 1 r--- - - f _ s S RW 54 Rosa woodsi Native Pink Woods Rose #5 Cont. 12 + • \ \ \ \ F , ` ` \\ RF X - '\ \ \ \ 3 Z - .,-_� I .. \ .. \\ �� - . ` �\ �. \ '\ \ \ \ \ ": ' Fes. �`, � \ \ ` • Si 81 Spiraea faponica 'Froebefi? Froebel Spirea #5 Cont. �" \ ` \ \ • VII `\ ' �, 1 " ` F.kk♦ SS 43 Spina bumaida 'Gold#ame' Gold#lame Spiraea #5 Cont. �- �\ w , \� •` \- ,, ' ` -` `' PX \ �\ `, \ ,\ 4Y , \ ``\ 14 \ HO IX DE S Spirea nipponica 'Snowmound' Snowmound Spirea #5 Cont. �. :, \ •, \*►. '\ V \�. •� + Vk \ �\ :_ �- 6 ? Cl 0 _ SP 107 Salix ur urea 'Nana' Dwarf Blue Arctic Willow #5 Cont. \ ` ;' '`\ ,` \ \ \ � \ `, ' ' CS • ' PS TS DS GJ 6 - - SV 52 Syringa vulgaris ,.. ,, -G=ff Purple t itac - #5 G \ ` � ` \ `\` w� \► ~ l ` '`►` \` `\ \ Y� w w \ �.P,1%� \%\ PX $� ] Saiix rrt hbf a` � , � \ ,�, ountain I�VM04 �. \\, ,#5 oortt: '� � ' �c' ` 4 � � � � 3 j 17 CS \ \ \ \ 6 + ��� j 1 \ � \\ \ -,\ \` \ •• \ �' •\` `\` \ '` `'•, ``• •`- ` `\ -\ \ \\\\ \`' \ \\ ` \\ `. w \ \ \ ` � - '� \ ,• � \�' • +11.6 ASV \ SP ;. � •:\ \- ,, •\ �+( \ \`, ••\ ` 4 \ :, � \ \\ \ � AS CB AY SX �' HO AM DN CM EP 3 `,1 \\ \ \ �` �S,L�f- \ 15 10 0 SE, r • • I, r J�.© \' �y w \ ,,, ` \ . `\ \ \` \4 \\ . ```.�, '\ \ \ `• Il ��``s E ,` \ ti r,\:\ `= ` �j 14 VAIL RESORrS ':'� t, :45• ' ' ` ,- \ `\- \ ~ \ `. \-` 1 ' \\'\=`•\ -•. •` \`, \. D,�.7 ,-.\ \\ . \\- \ - `\ \�. �` `; \- ` ' \• IS LR GO PS � ;.: f 7': °• • . +�s su•'' ,'' f r DEVELOPMENT -SE �\B` KLU�fI� \ \` ` = i 5 12' CI _-�. .y : , COMPANY SV 5 s r �' • F AVON,COLORADO f , \\ , ` `\, \ \ ` \ , \ \�` \ 4� �, \� � \ \, `\ \` • �\ i' " ` 16 a .� • , { • • • * + RRCHI ti CT OF REOORa 423'`\ `` •\` ~` \ . 1 ` \ `\\ \\, . \ `� `� `t \ •\ \ \1"\ —. `- / ,� / \ GS j ''- •r' j+ e • . 'j ai-,) i \ 14\ \ \ .., \ \, \` \� \ \ PJ` ` \`` '' � • t •.- : $ \ SP 18 rJIJ ,. 5'•r � ' l 1 l I /\ ` = ` \ \ \ - \ \ ,�\ \ - \ \ ,-- ..aYS'' • '-�!,/ �'` • rs i�' ./ Y'i 1 1. L r �.i `� � `i FA I BARK MULCH \ . ,Yy _ �" c '; `' " , .' - - .� .yy \ \ \ �a -- . • � ._ AY AM CB CM RF DS 7 cl ' 15 5 • • ,. 14 r[ ` f Denver,Cornrado l rt .. \ `' \ \� , kai , �K j E • SV , GG HO • s 1\Yr _ r y 4 MAS-m--R14-ALN-VE'R Cs 5 3 PX 8 Z . •7 '�4 • :18. LR°GO PS .�.'-,sR ;' <- r --� HART I HOXX ERTON r- - -- ! l ` t y , \ \ • -..C -.d1� .\ I` \ \ .• , ` • i , • • • `EW YDRK,NEW YORK i ,y ,r°°`= , . r. --- i X78 t 3-s _ \ • �{`y 1' ..--� Lv-..'..r.. \ � 12' 1 'V• '^ + � 1. 4 • '4 .� •. r L • • � �� � • • - - � _ 'ypfJ� y 'T , j • SP , \ \ 1 \ • • ti. • • 5� • \• STRLCTUXNL NGLNEL'R 7 • c • • -: ] S� \ -MO-NROE&ti ,WELL P-NGr%--PS,N -SB_ _ --i- \ 3 14'\ BARK MULCH n , J f i S � k ro=,�,catoao Cs • . • • ! ✓ • �,��`r �itd F[�1.`rCRL 14GL IRIG�L E�iGivFlsR 4 ;\ SP 8 SV _ a •:.•. �6' • « `ry ,r °� �-, si a "~ u-e F- NEER3,LVC yam. 1 t 3 5 5 HO AM DS DN 1 ` -` • 6 I 'r-, g' - ' r: 3 �voy.ccn ono l 11 • • 1Y1 • $ 9 �s ff Y y ti (D ry 5 (? �— - _ ��-y� C11MENGN E-& y ' 1 • • A I •- y T • + • r_ �� � `' :tf X'�A ' J tom'-' f r°� ' - — A"TN-FUNGLNEERING,M RW • PO NF LR E Y� -'" AsT,co1��Rru�o AY SX 15 12 , `f 7 13 CX D HE 1 j SD DN NF LR EP PROJECT IN-UMBER: 20900.00 1 5 10 8 0 °' Y* Y. 16 - --� =- 4 JS •. - . ;� � -�' � ► :•, NOTE: SEE SHEET L-8 FOR PLANTING DETAILS, i lilt '` \ SD PO NF LR EP � � 7 ,� �`��� !'� • ••• Y. , ••R• y•• '- a�� •� 14' 'i' ;t IssL"T REVISION DATE ilt 4 k ,� fi N 10 8 • . • JH 4 's G `, 4 _ ;� — • CS A LANDSCAPE NOTES AND REQUIREMENTS,AND a t \ SV • 3 SP �. , ;� ' ' ` • _ , �` 1 04 CONSTDOC � 3 AM DG DN SB • �• , •° �CS+ � � �� � =� ;• - 1? ,! PLANTING SPECIFICATIONS FOR ADDITIONAL Pi pX • .•; rSp• . :7•. �. •y lJ_ . 6 , ,Y ,� �� ` �` ,:N INFORMATION. I , ` 8 12 5 2 ' � .��{' • y ,. , `� �'; ` . ��' ` �• `.'t FOR PER_VITT 07.23.04 i I t 1 _[ ` ,• i i ,, ; '(`� /! {r+�[ ;,}`.��, r' ,t '•. ' . 1 �1l 45/06 CONST DOC 08.13.04 IV \ 5 ' • _ t / _�1Ny ~\!V".�l''i l•. •� 1S'SX' Lfi' V 1, •', •~+ r' 4•• • ` l ' . - r • x Y34. `>. 1$' �' r , 'r ` ' ; 14„ 3A NNE V. 9.10.04 t_ 7 _ - [- T1i. .RE 0 . ` • > 1$� ?6 y �y���y`4y yy t. �=5 y�" 4 ' A '° ` '� _ Y �" 5 FINAL CONST. 01.03.05 --- ""• t F =S � • • ��_sf • � � ` • d4 .. .4 �ti �5�,'V I .`- S ,l��i7ll .rLlJ 'YF, �,y! ' • y, .���EI{GVVF,�I\ �•.' +` . '4.• `, ••r,` t _ , .•,. p r. :�• .; .$ .5: :7. : � .���,� ,� .�_ ' - �;'� ,.�` ��. .. ., "w j. G�f° E �. •.r • . . '�'�_-�_ 1 AllDEI�Dli14 5 05.16.05 _ KEY QTY BOTANICAL NAME COMMON NAME SIZE A`!A� X. DE NF : X- 'PO. N t \ ,, ..:. x �`, ,1Q "5:.• 1:5'.35" M fl t-1 •$�tB. :..� ' �.. PERENNIALS _ #1 Containers, Provide bid alt.for is P- �� :1;..r' - �� STIN RIOT HOTEL to , pots I 5A Sp - •'•''_ :. _: - .. ,. �, .. 55 Achrllea Moonshine Moonshine Yarrow i ' 5 r '. ' 14' c ' err_ �` :} • •` ._' �;. `'..J l l `� ', `ter _ - AM 53 Aquilegia 'M(Kana Hybrids' Columbine AS 24 Artemesia schidtiana Silvermound r---- i' • �" • -T`;s -c � '. b '�.. "r.�` .•r`�.l--F'-,r'—•t' `` ` � its U , ,-- — -` 1 4 CX 97 Caiamagrostis x acutiftora Feather Reed Grass s 1- � r•-' c [ , , �' - �� `r -- •--; 12' ,.�: .. . �- j� _ -'� -- CB 1fi Cenfaurrea manfa a w - n Bachelor Button �l ., `Y ' , 'r •. j 1S' 121 l�� CM 40 Chrusanthemum maximum Shasta Daisy 1 �; 14' _3— 4 ti r' R` =.� Y Y DE 26 Delphinium Delphinium 4 C ;_ _ � �f \ \✓ . ► - 4 ' r '° �`- Plant Legend 4 l l De hinm -.`YY JI•J-•\, ' •6`, ' •4' ',,�' ' 'c `• /--,": , .- .�. �t KEY QTY BOTANICAL NAME COMMON NAME SIZE soC. C r DG 109 Dianthus granitucs Granite Pinks :L , , DS 66 Dicentra spectabdis Bleeding Dennis Anderson :��'° � � •,t. : :' . . ,� ,� ., : .,• , �"-" , Bleedi Heart i��, -� ` 1 ` 16 � f of •' �', ;., r . / rr ,t 4 EP 155 Echinacea purpurea Purple Coneflower LantlecaP. Arch t,olar. s.l. P,.nM1iM10 ^ � y=* r ' 1 � ' ND COVERS GO 140 Gafium odoratum Sweet Woodruff x` -` _ _ +. ' '��•'r+".� �-�[ "�- ^. —yr . Q GROU C4 ' + PA B00381 Ed oa,sa't 10 �' _- I>: --if w _ - 3> :-� GG 47 Gaillardia grandi#ora Burgundy Burgundy Blanket Flower 98 A"Glen • .. u. • (970)920.7200 Fax 329-72°1 __�• .---- - - : .�� DN 102 Delosperma nubigenum Yellow Hardy Iceplant #1 Cont., 15 O,C• Triang. Spacing-gyp.) ,I r ; ._, j� �, �, �`.c • .., _ _.. ._... ; GJ 35 Geranium 'Johnson's Blue' Blue Cranesbill daa�COmreslnat 4Y •�' i � _ • LANDSCAPE PS 41 Phlox subulata Creeping Phlox 41 Cont., 15 O.C.Triang. Spacing-gyp.) HO fit Hosta seiboldiana Plaintain Lily `Elegans Blue Giant' 4 SD 50 Sedum 'Dragons ftod' Dragons Blood #1 Cont., 15"O.C.Triang. Spacing-(Typ.) PLANTING � \ ti __ • 4� ; � HE 188 Hemerallis hy6rlds Daylily ' - • ' TS 37 Thymus praecox "Pseudo!,I Woolly Thyme #1 Cont., 15'O.C.Trio . S cin T 1X 29 Iris x germanica 'Fort Apache' Red Bearded Iris I ► [ y P y yp) NORTH PLAN - �• y:;.;, is 74 Iris siberica Siberian Iris -_-4 ca r Co t., 15 O.C. Triang.Spacing- Typ.) LC 26 Lychin's coronaria R Campion VM 82 �n minor Periwinkle #1 n r Rose Ca p LR 129 Lupinus 'Russet!Hybrids' Lupine ..r --•--- VINES ,._ SOD LAWN NF 208 Nepeta x faassend Catmint _ 4 � PQ 12 Parthenocissus quinquefolia Virginia Creeper #5 Cant Secure to masonry see detail PO 98 Papaverarientalis, Oriental Poppy SCALE: 1" = 46' -0' r� p RF 76 Rudbeckia frlgida Goldstrum Black Eyed Susan BLDGS. 1 -4£� ANNUALS SX 89 Salvia x surperba Salvia ` - ' SB 131 Stachys byzantina 'Silver Carpet` Lamb's Ear(flowerless) Plant Legend NOTE:Quantities are for entire project Grass Seed Mix 'Mountain Mix' - " KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS ; i`-; ;`,%1,'j Wildflower Mix Planting Rate: 5 TREES Common Name Variety Common Name pounds of pure live Seed , 5 Malus 'S " 10% Mountain Bromegrass Bromar In addition to the seed and wi ower mix, 15% Siberian Wallflower per acre. 'Spring Snorn� Spring Snow Flowering Crabapple2.5 Caliper 30% Orchardgrass Paiute the following will be h dros ra ed on all 13% Perennial Lupine Y P Y 6 Malus'R,adianf A Radiant Flowering Crabapple 2.5"Caliper 10% Canada Bluegrass Reubens disturbed areas: 12% Rocky Mountain?Penstemon 10% Sheep Fescue Meklenberger 12% Perennial Gaffardia 9 Prunus virginiana 'Shubert' Cana Red Chokecherry 2.5"Caliper 209'a Tall Fescue fawn Application rates per acre: 11% Blue Flax �. �! ,1 6% Baby's Breath,annual y 1100 lbs.Biosol Organic Fertilizer 10% � Winter Wheat 343 Populus fremuloides ;t Aspen 117-2", 109-2.5 nd 117-3"Caliper ° 200 lbs. Tackifier 6% Cornflower • 10% Timothy limax ° - Q Y 200 fibs.Wood Fiber Much 3.25A Purple Coneflower �` Planting Rate; 50 pounds of pure live seed per acre. 80 Bales Straw Mulch 3°l° California POPPY • 105 Picea pungens 5 Colorado Spruce 18-10', 18-12', 32-14',21-16' 16.18' High, Substitutions must be approved by owner. 39'0 Corn Pommy Grade A-Specimer quality. x CS 260 Comus folinr r f� 3% Shasta Daisy � : \ ` . ` \ \ `• \ s 'fe a Red Twig Dogwood #5 Cont. � � � . _ .25% F � \ 1`. ` -= ` • `\ . ` S�\ '\ W reabane Daisy !\ `K. 5 Comus stalonifera Isan#' Is Dog anti wood #5 Cont. - .25% Blue Columbine >:' \ `♦ `� ` ` JH 55 Juniperus Prom 'Blue Chip' Blue Chip Juniper #5 Cont ! - " .25% White Yarrow ® _ - -- -xI"STING, AJS 49 Juniperoussabina 'Butl'alo' Buffalo Juniper #5 Cont. � � ; � � � � ,\ � • � .` , :\ W _ — �� -° ,TREES .\ o H 39 Lonicera involucrata Twinberry Honeysuckle #5 Cont _� - \ :`\ PA 20 Perovskia a#ripCrcifolia Russian Sage #5 Cont f. -~' PM 20 Pinus mugo mugus Dwarf Mugo Pine #5 Cant. i Ar - �- r-" -- r ! _ \ \ ' `'• \ O PJ 48 Potentrlla frudom Jackmannn Jackman's Potentilla #5 Cont _ IL UT--0 F 1 (n PX 107 Prunes x cisrena Purple Leaf Pram #5 Cont , _ -� / �` �.'"""'--,�°'.��-��\ � -,°�� � � � �� `1�'� `,•\w `\ � '� ``�\� " O PV 48 Prunes virginiana melanoearpa Native Chokecherry #5 Cont. - - -�' \ \♦ \ '\ >,' \ \ \` W +� ` .`•, ` • . • \ ' 1 ; PX _ PLACE TOPSOIL AND - K` �, `1 i y ` `\ \ \ �,. 1 48 Ribes alprnum Alpine Currant #5 Cont. `` NATIVEr V � I�EVEG WITH A RF �� SEF,.A l�LIXAS-�NEEDE �- ♦tJ` ' ` � 12' 14� \ \\ `. �� • ��, `•:� C `•.r s. 6' • 1 - � 1 � w •*� 30 Rasa foexida Biaolor' Austrian Copper Rose #5 Cont. 9 r� \, \ \ `\ �i► �' \ • \ .�� :i , `, Q` .� _r- Q� ed RG 42 Rosa lauca Red Leaved Ros ° 14r` ` tiv \ ' �\ ` 1 \ \ ` - •x+11 \ RW 54 Rosa woods/ Native Pink Woods Rosa #5 Cont. -- - - / ! ` ,�} �' •� `\ \ ` �\ ` \ \ ` . \ ` •r !ut, .- 18, SQP SJ ,� rraea japonica 'F Si • $1 P ! Po ca roebelrr Froebel Spirea #5 Cont. �- --- f - P \7(y', w w \� CS 3 Z SB 43 Spir�ea bumalda 'GoldPlame' Goldtlame S iraea STEEL- ~�" -°- -`` ��= w \ ` `\ p `" P ` #5 Cont. -15DGER - -- '�- ., `\, \` '` V1- w = w • W 0 Spires nipponica 'Snowmound' -� -� \.- \` \ ! r O 14' 1 i Snowmound Spirea #5 Cont. � J` \ \ 1 � \` -� JS Junipers) SP 107 Salix u urea'Nana' Dwarf Bl -- ` `, `` G 14 s�.- �. . I 1 p rA ue Arctic Willow #5 Cont. = ""ES a - ~ \ \ \` ,\ \\' 1 N • ON WALLS = SV /� 52 Sri a vu arts �- 4 '\ '[ ` \ y" •10, 4 12' t /� _ R 1 , ..fry_,` _ 12 Y n9' � Common Purple Lilac #5 Cont. ` B�R;•�_MUL � ` �\ �\ X 1 ` \ �_. `'t- `4 "� CS " woods 345 Salixmonficola Mountain Willow #S Cont. \ • ` �� '` "l'� f�' 1 µ \ ) 1 .; . r • _ \ \� •- :.; TS SD LR DG 16 _ •-' --� . --- '° _ � _. - ..- �' � .� :.. 5 SV � 14' 7 10 12 1 ANNUAL IS - '; 3 • SX SB HE GG SB 1 FLOWERS 7 1 110-- 5 1 0%N'LR/DEVL;I"ER - "" - ?' -_ �. \ \ \ + • \ 16' . : :� .�, �.. 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R Jr' �' r tu, t �' , � ,:�' a�] �' �, _ '1 �,-EW YOM NLW YORK \ 5 • 7 1 15 • ' y,�t ! •• • �.a fr wl '� .44,.�" _ 1 .\ \ \ ,x?. \ \ \ ♦ .♦ , `\ \ CS +. � •Y C�t7 '• `,a'�." - 1(]I •.•• �� 5� � r j��•�- ?' . � - .1Y�� �y�� � ♦ '` `` \` \ \ \ w r� ` A• ti '.8. ..� • • P' ` • y T Y\ _...- t }S `�c} '+" ! ^s ��= 5TRUCTI R.0 FNGl14MLR `♦ �� \ \ , • • 1 L • Z • A ` . �n '' • • 4 `C i MONROB&,NEWELL UNGNF.ERS,LNC \ '� •i \ r - • _W s ?S�,? � — � AVON,CVT.O?tADO .c ♦ ♦ \ i'+♦ \ \ t \ .�' W CS • ' • �.../ •:' • } - • _ 4 f - f - - .t Vic- _"C J'�li}rr; •i -.:rr \fL'ct-MINJOIL E.IX:'TRIC.AL.E..NG-.N LR S8 TS HO LR 5 • '►, ,• - ,. c• a' ' >�s` ''� � r � - M-E.�-qGLN ex }� -\ \ l ; • 7 10 7 /� CX r11 j] SQ�. .. i t • _ _r� - �1 \ AYUV,COLORADO \� `\ M. \♦ TS PS AM GO 18 t. ly r X '..w J 1 �` ^��*i('�i t4 J , 1 1 GNLL&NGLVEER 7 7 C • 1 - 2' • '� 5 K ? �s' 1 \ �1•;E MNG1.%4BERLN0,LVC. �,4' ` S DS GG HE NF � . , : ' , , ` °. - � == _ V:VL,GOIORAL7C7 t �\ fh � J .,. J 'T NUMBER: 20900.00 RF S� `r .�•,y . 9, r� PRU EC Lt • s .y \ \ A/ _ • - 1° _ f yr.- . . -�r z`. =-~. , ISSUE REVISION DATE 11 \ • ((QQ• .r •" [}� •'�•, 'r` PX j ! - t --k�C i1•7 � J- . A •11r '• t ti J1 , • • • ' 14' \ HO IX DE SB g BB: .T. ` ' .Cdr N .A ix x 1 �'1 � KEY QTY BOTANICAL NAME COMMON NAME SIZE r oa CON ST Doc • 7 10 CI 3 �' -...� ;. A. ,� ..fi- 4}� 1 �� FOR PER-MIT 07.23.04 �4 • ; PS TS DS GJ -- ` - � ,: ,: �" ' .� � ' PERENNIALS " 05/06 CONSTDOC 08.13.04 18' 8 8 6 8 ' : ` • - M` R #1 Containers. Provide bid alt for 4 pots PX 2 ` 7 ti <�' F Vnl AY 55 ill Moonshine Yarrow REV. 09.10.04 • Ach ea Moonshine M shin sA TUNNEL • 1 + GO r • 'C O AM 53 A uil is 'MeK n ' 3 ♦ 17 • / �� ! �� ►'[ q eg a a Hybrids Columbine s FINAL CONST. 01.03.05 CS > 16' :, �' ;. i V AS 24 Arfemesia schidtiana Silvermound 6 " +11.6 � �, �g' � _ ; ; � / ,�� t. , � '� - � � � CX 97 Calamagrostis x acutiflora Feather Reed Grass 13 ADD&NDUM 2 01.19.05 AY SX RW r . - r _ �i .. CB 16 Centaurrea monfana bachelor Button ,, ADDE&1DUM 5 05.16.05 SB f • • • . , ,� x. - .. 1 CM 40 Chrusanthemum maximum Shasta Dais 6 X 14' DE 126 Delphinium elatum Delphinium y . ,_ ` r '7, r. • . + s 0. r ` r. X - = DG 109 Dianthus ranr _ �- g tucs Granite Pinks CI 5' �..f � •i: .8 tq r f .• \ '` ' NOTE: SEE SHEET L-6 FOR PLANTING DETAILS, DS 66 Dicentra spectabdis Bleeding Heart 5 -' r 6 , `; .f • • LANDSCAPE NOTES AND REQUIREMENTS,AND EP 155 Echinacea purpurea Purple Connflower PLANTING SPECIFICATIONS FOR ADDITIONAL. _ PV INFORMATION. GO 140 Galium odoratum Sweet Woodruff' - .JFj .j •�•° } L �`` 7 GG 47 Gailfardia grandiPlara 'Burgundy' Burgundy Blanket Flower -"LE COMMON NAME___.....-__ SIZE — • � / KEY QTY BOTANI ! Dennis Anderson �+l�I+ --k�-•- .. � - 4 GJ 35 Geranium 'Johnsan'sBlue' Blue Cranesbill Lendbcap• ArchilBGtur• 8i;, p��p,�"c 0 • • � �� � ,� '�`- � � SB WA ' HO 62 Hosla seiboldiana Plaintain Lily 14' x, �' - `� ■- 7 GROUND COVERS 'Elegarls Blue Giant' �.a Box 13e1 Edwards,Colorado 81832 -- / 1 HE 188 Hemerallis hybrids Daylify 98 Aspen Gkn <x Y ,4 DN 102 Delosperma nubigenum Yellow Hardy Iceplant #1 Cont., 15"O.C. Triang, Spacing-(Typ.) IX 29 Iris x germanica 'Fort Apache' Red Bearded Iris =9701 d��acaasstria4 201 1,. ._ IS 74 Iris siberrca Siberian Iris PS 41 Phlox subulata Creeping Phlox #1 Cont., 15'0,C.Triang. Spacirng- Typ.) LC 26 Lychinis coronana Rose Campion SD 50 Sedum 'Dragons Blood' Dragons Blood #1 Cont., 15"O.C.Triang. S acin T �; • ' ='- �. _ _. 9 P g-( YP') s ` usseCl Hybrids' Lupine E LR 129 Lupine R LANDSCAPE N D S C A P TS 37 Thymus praeeox'Pseudol.' Woolly Thyme #1 Cont., 15'O.C. Triang,Spacing ffyp.) NF 208 Nepeta x faassenii Catmint f ` • "y VM 82 Vince minor Periwinkle " PO 96 Pa ver orienfalis Oriental Po NORTH PLANTING #1 Cont., 15 O.C. Triang.Spacing-(Typ.) pa PPY RF 76 Rudbeckia filgida 'Gofdstrum' Black Eyed Susan PLAN VINES SX 89 Salvia x surperba Salvia PQ 12 Parthenocissus quinquefolia Virginia Creeper #5 Cont Secure to masonry see detail SB 131 Sfachys byzantina 'Silver Carper Lamb's Ear(Flowerless) �- L'�_a ANNUALS ,-,; -ir► ..: = t SOD LAWN SCALE: 1" 16'-0" BLDGS. Dennis Anderson iA6?0c•, / Lantlacay" Atchilactur. Site Planning t + P.O.6=1387 Edward*,Colorado 81632 FOR SHRUBS LOCATED PRUNE ANY DEAD OR DAI4IAGED BRANCHES - • 9 ,ld 88 Aspen Glen IN IRRIGATED PLANTING IMMEDIATELY AFTER PLANTING 42 = ` � �. ` PRUNE ANY DEAD OR DAMAGED BRANCHES (970)920-7200 Fax 920-7201 �A ° BEDS,WATER BASINS IMMEDIATELY AFTER PLANTING daai�}cor[cavtnel � � ,�� � .� 09 G��� TOP OF ROOT BALL TO BE PLANTED 1 TO 2' _ FOR FERTILIZING ABOVE FINISHED GRADE ' ° 1B'GREEN NYLON STRAPS WITH METAL REQUIREMENTS 3"OF SHREDDED CEDAR SARK MULCH ' 00 , GROMMET FOR P V,ALL TWINE, ROPE 12 GAUGE GALVANIZED DOUBLE STRAND, (� 0 B&B PLANTS, REMOVE TW 0 E � ' ��' TWISTED WIRE: ATTACH TO GROMMETS IN AND BURLAP FROM TOP AND SIDES OF �`~ a o . ° �' � � ° �� STRAPS / ROOTBALL 0 4 U 2 TO 3"HIGH WATER *_00 WOOD POSTS.3 PER TREE. ASPEN IN GROUPS O 10 BASIN FINISHED GRADE _- MAY SHARE POSTS _ " •- '�� =; .• ..�•° !` "°'"� TOP OF ROOT BALL TO BE PLANTED 3'ABOVE w a �•A•r•� ; "w ' - - - ROUGHEN SIDES OF PLANTING PIT FINISHED GRADE PRUNE ANY DEAD OR DAMAGED BRANCHES Q� ,,�,,•y, r„� IMMEDIATELY AFTER PLANTING A "0 s•`* LOOSEN ROOTS- SCORE ' "12 IF NECESSARY 3'OF SHREDDED CEDAR BARK MULCH SEE SPECIFICATIONS �!� {I._ '�«�e�4"� . ., '� ,•: �_==_ I_ FOR FERTILIZING f� 1!=19I TO 44 HIGH WATER BASIN REQUIREMENTS 18"GREEN NYLON STRAPS WITH METAL ! � >Ea BACKFILL MIX, 80%NATIVE TOPSOIL, 20% GROMMET _ I ICI I I— I PEATMOSS/COMPOST. SATURATE BACKFILL- SECURE DO M INANT � 12 GAUGE GALVANIZED DOUBLE STRAND V SEE PLANTING SPECIFICATIONS -1 I !_ c :'r:• ;y �� _ _ E ' STEM OF CLUMP FORM ! (- •,;, ••�, k' •: :" �' REMOVE ALL TWINE. ROPE AND BURLAP FROM ASPEN WITH TREE TWISTED WIRE: ATTACH TO GROMMETS IN Q pq P ,ZING P T T I;� I� • -•`�e •• � ' ►•� ��.�� STRAPS �, e� I ' t-~F. •' '"�" '�'" — TOP AND SIDES OF ROOTBALL AND TOP 213 OF STRAPS. SECURE E HE I UNDISTURBED SOIL I- I I°- t - . ' ,� - , , < --� w �•�" % _ I WIRE BASKET FROM ROOT BALL OTHER STEMS AS •ti.� .. • ! I- WOOD POSTS.3 PER TREE. ASPEN IN GROUPS �� ! !-- .� �;�r '"�•� = NECESSARY MAY SHARE POSTS U CAI SHRUB PLANT I N G DETAIL BACKFILL MIX: 80%NATIVE TOPSOIL 20% ' PEATMOSS/COMPOST. SATURATE BACKFILL TOP OF ROOT BALL TO BE PLANTED 30 ABOVE a SCALE: NONE w I � !- ` I _� ! `� SEE PLANTING SPECIFICATIONS 1 FINISHED GRADE PTWIGE THETWIDTHE 3"OF SHREDDED CEDAR BARK MULCH OF THE ROOT UNDISTURBED SOIL €' FINISHED GRADE t 3 TO 4" HIGH WATER BASIN 4� PRUNE ANY DEAD OR DAMAGED BRANCHES ` IMMEDIATELY AFTER PLANTINGS I F +•�•. 4v`tirM r' • [ DECIDUOUS TREE PLANTING DETAIL d _! € '- _8� -•• .• ,�;, I I ! ; - A - '� .� l-,r" REMOVE All.TWINE, ROPE AND BURLAP FROM I ,� ! I� "f �:' •�`:•��~`" �1'�" TOP AND SIDES OF ROOTBALL AND TOP 213 OF 0 ��0�4 � 18" GREEN NYLON STRAPS WITH METAL SCALE: NONE ;•"„ r , . ' I I_I j� GROMMET '.I 4;�iN �:Y WIRE BASKET FROM ROOT BALL VAIL RESORTS SEE SPECIFICATIONS 1 12 GAUGE GALVANIZED DOUBLE STRAND, 1 1 , I=�� •• _ • -- - I . FOR FERTILIZING TWISTED WIRE: ATTACH TO GROMMETS IN I IM I I. �:� ! ICI !wl ( - ! I= l i I 1= BACKFILL MEX; 80% NATIVE TOPSOIL,20°/a DEVELOPMENT STRAPS LANDSCAPE AND IRRIGATION NOTES � "--1 � "�� I Imo! ! i__�--� ' � Ivy _ ! ;=-� PEATMOSSIcoMPOST. SATURATE BACKFILL- � T REQUIREMENTS • F! t --- SEE PLANTING SPECIFICATIONS COMPANY (I PLAN I P T AVON,COLORADO WOOD POSTS. 3 PER TREE. TWICE THE WIDTH ' 1. Contractor shall verify all conditions prior to commencing work and shall be responsible for becoming aware OF THE ROOT BALL UNDISTURBED SOIL aRCF:TSCP°FRECORD of all underground utilities, pipes, structures, and irrigation lines. The contractor shall be held responsible for TOP OF ROOT BALL To BE PUNTED 3"ABOVE contacting all utility companies for field location of all underground utility lines prior to any excavation. FINISHED GRADE Landscape contractor shall take sole responsibility for any cost incurred due to damage of said utilities ASPEN TREE PLANTING 1(i 3"OF SHREDDED CEDAR BARK MULCH �e��er,��o�aao 2, Stake tree locations for review and approval with 12" wood stakes painted for different tree types and with SCALE: NONE XAMI PL.NtiNER FINISHED GRADE * 3 TO 4" HIGH WATER BASIN sizes noted. L.A. will verify and/or adjust stakes prior to planting. Contractor to place shrubs, perennials and aesior. cxr groundcovers as called out on the plan and the L.A. will provide final review, and t or adjustments. All plant HART I HOWERTON ark. `��" ��`' _ material locations shall be approved by the L.A. before plant holes are dug. �M YOM NLW YO �{ I, , ! I + '�; ,' ~; `••�► !- r REMOVE ALL TWINE, ROPE AA:D BURLAP FROM {_ I !=_ # ! _1 TOP AND SIDES OF ROOTBALL AND TOP 213 OF 3 Planting I ' , �� .., **,; "%��► ! l� ! I: WIRE BASKET FROM ROOT BALL g backfill mix for all trees and shall to consist of 80 /o native topsoil and 20% well rotted compost. WIRE 1- I ! •:^ + t' -• �' Fertilize and saturate root ball with water at time of planting (see specs). 2 NICAL + �L�niC.0 ��G�iEn M M-rs.41 I!=! ��I I= II: I I'I I I� BACKFILL MIX: 80% NATIVE TOPSOIL,20% AV N,COLOK L�� el4`J�i,CO1.C}I�A00 i I-- I TI I __ �� ► Iv��-_; - .I a PEATMOSSICOMPOST. SATURATE BACKFILL- 4. Observations of the work in progress and on-site visits are not to be construed as a guarantee or warranty by PLACE In MASONRY NAILS IN GROUT civm ENGLNUE APPROXIMATELY 2'O.C. -AND 12 NAILS PER :'`per F VM ER;_,L i`- SEE PLANTING SPECIFICATIONS the L.A. of the Contractors responsibilities, The L.A. is not responsible for the performance of Contractors or VINE PLANTING PIT TO BE TWICE UNDISTURBED SOIL for their errors or omissions. MASONRY VENEER PROJECT NUMBER.- 20900.00 THE WIDTH of THE ROOT BALL 5. Tree and shrub planting beds are to receive 2" to 3" of shredded cedar bark mulch - submit sample to the L.A. MASONRY GROUT ISSUE REVISION DATE prior to installation (stained wood shavings are not acceptable). Perennial and groundcover areas to receive ATTACH VINE STEMS To 1"MASONRY NAILS CONIFEROUS TREE PLANTING DETAIL 2" of'Soil Pep' mulch. LOOSELY WITH TWIST TIES 04 CONSTDOC FOR PERMIT 0 7.23.04 SCALE: NONE 6. The preparation of perennial, annual and ground cover areas are to receive 6" of screened, well rotted PRUNE ANY DEAD OR DAMAGED BRANCHES 05/06 CONST DOC 08-13.04 compost to be integrated into the top-sail with a rototiller. IMMEDIATELY AFTER PLANTING 5B FINAI.CON5T. 01.03.05 7. Provide and place screened topsoil 2" deep in all native areas, 8" deep in planting beds and all planting . TOP OF ROOT BALL TO BE PLANTED 1 TO 2" 16 ADMNDUV 5 05.16.05 SPACE areas on structure to be top soil to full depth available ABOVE FINISHED GRADE TRIANGULAR PLANT SPACING- 3"OF SHREDDED CEDAR BARK MULCH APPRC XIMATELY 12"O.C. 8. Deciduous trees to be staked and guyed with three 6' green WOOD-posts per tree and guyed with # 12 - TOP OF ROOT BALL TO BE P#_ANTED 1 TO 2 gauge wire with green nylon tree straps. Aspen in groups can share stakes providing that each tree is SEE SPECIFICATIONS FOR FERTILIZING " � � REQUIREMENTS ' - = •+ ` . $ [ . ABOVE FINISHED GRADE receiving support from at least 3 stakes, Conifer trees to be staked with three 3' WOOD-posts with above 3"of COMPOST MULCH wire and straps. FINISHED GRADE 9. Provide a Landscape Maintenance program (see specifications) for all items under this contract for one (1) .,.•fir.* . M r .•• LOOSEN ROOTS-SCORE l/2' IF NECESSARY '` • , ' *1. = 1 year from the date of final acceptance of the installation portion of the Contract. ` •� . , ' .�,, `'y :'` "�:, � ;'� •' ,�! sap% '. ;•,c, +M I-- ROUGHEN SIDES OF PLANTING PIT `7 '�' • •••• 10. The Contractor shall warrant that all plant materials supplied under this contract will be health and in IYt� = '-- •1; a•-... •� - •=#,.tti•K LOOSEN ROOTS-SCORE 1/2 IF NECESSARY �.. *� '` •*� jr SOIL PREPARATION: SPREAD$'01"COMPOST p pp y -••�• *�• ,�`••• - `` '" AND 5 POUNDS OF A 0-20-20 FERTILIZER ON TOP flourishing condition of active growth at the date of final acceptance. Replace without cost to owner any plant - /ri•'�.•4,� ti .�. 6�tA r .. Le M� �i"•Y,+. �,P4r`,.�1.*iFti •6 t' r...L� •fir•- +.. , 1• I-'- :�;.,. .� •. .• .� �.. ••� 3 r`: .-tea: .. .• .,;3.,;.i.,, ., *Me•�. *,�;,: ra,.t,• Of 12' "MINIMUM CLEAN QUALITY TOPSOIL. �- w��' .� �f:r:� ��� ;•'s+- � ' •� : : • ;. • ,: . ;�.: ,� not meeting this condition. l ! l�- ° s '+ •••t r • ,� � ROTER•TILL!INTEGRATE ABOVE ITEMS INTO BACKFILL MIX: $0/o NATIVE TOPSOIL 20°!0 PEATMOSSICOM POST. SATURATE BACKFILL- I� r1w, ! Ni I ! E E- ! 1- I ! I� I !- iW ! ! I f !mil ! I� ( I I I say -; 111 I — � ' SEE PLANTING SPECIFICATIONS T_�I I !! 7,I-� I= I I I I, ,— _�! ! I 11 I I I I f 11. See Specifications for additional Information on Landscaping and Irrigation. _� . _ _ P P 9 LANDSCAPE � IIT I I� ! ! I �-M--k.' I Iti I I- I I� ! I� I .�-� � I �"► I�`"�I�;�UNDISTURBED S411r PTWE WIDTH UNDISTURBED SOIL l I `�- _� Il��- I l ! ' _I I _ ' fi�'1 11 '.�� I j,! ' I.l l I 12. Keep all trees and shrubs at least 4' away from all fire hydrant stand pipes. ��� - I I- PLANTING PERENNIAL AND GROUNDCOVER PLANTING DETAIL 13. Keep all landscaping clear of electrical transformers at a minimum of 10' in front of doors and 4' on sides and DETAILS SCALE: NONE back VINE PLANTING DETAIL SCALE: NONE Lm6 I - - 7 �" •.` / /" _�_.- NOTES : ' - - - - - - fRFfGATfOf� SCHEDULE .- _ - . ` 1. REFER '0 SPECIFICATIONS AND DETAILS FOR INSTALLATION iNSTR;,C'IONS. \.=``. � -I _ _ - ' SACK)L MODEL. DESCRIPTION DETAIL ., "� . .. - - " -. _...• . 2. ALL BASE PLAN INFORMATION HAS BEEN TAKEN FROM DRANNGS PREPARED BY /I _.__ - , :•. DENNIS ANDERSON ASSOC. - - -- _ - _ .. 000004E 1$04 -SAM-PRS RAINBiRD PCP UP SPRAY hirA7 1 :_;" -, ` `_ ' - -_ _ w 15 SER. NOZZLE _ t \ . - .. " _- 3. IRRIGA'ION SYSTEM IS DESIGNED FOR A STATIC 'WATER PRESSURE OF 85 PSI. / CONTRACTOR IS TO VER;FY PRESSURE PRIOR TO INSTALLATION OF IRRIG'A'ON ®QD[]�NE 1$12 -SAM-PRS RAINBIRD POP UP SPRAY HEAD 1 ` - - ''c � -- SYSTEM AND �iOTiFY LANDSCAPE ARCI IITECT 'PA ?-I VERIF!CATIGN FIGuRc-S. r A L:;RE w/ 15 SER. IVCZZLE L. - ---- _ .... _ - TO NOTIFY LANDSCAPE ARCHITECT WILL RESULT Iy CCNV IKACTOR TAKING ,I �''' ' •- .- - " � . i � .. n RESPONSI3JUTY FOR ANY AL`ERAT!r,NS AT HIS/`HER O'hN COST. Q PGH-ADV-06 HUNTER ROTOR 2 j_ . t_' I_ - , _ '- - _.. .-- :r.. - �_r� _ 4. INSTALL JRiP EMITTERS IN BED AREAS AS DESCRI3ED 3EL Cw: _ _ T /. \`f� _ �'�.• r _ �1Y4� 4 - O PGH ADV Os HUNTER ROTOR 2 - . _ � /.._ 4 DECIDJOJS TREES AGRIF.M IFT-10 3 EA. - - _ r - A� (�-1/z" - 2" CAL.) 700 SERIES !iARDE CONTROL VALV, 3 I Q1 �'• �� �`' t_ /� ice- —1y4„ -- A7 3 DtCIDJ0U5 TREES AGRIF.M IFT-10 4 EA: Ir , .:�� "' 1 :-ri_ , ' '"ri/ -1 I " Lliv� SIZE GATE VALVE 4,._ y. = - �i' ; (3 -4 CAL ) .,+may' _ F- 11•:� , 1.;; �� y /� ;� t ` '� I rr _ / 6"C r ' .� 'a"" J =, PINE TREES A^RiF.IN 11 T-10 2 EA. 3/q DRIP VALVE _ _ - - . - ' 7 , I /. !�_� '. / I i u ; I A iF:M !FT-10 3 EA. 44LftC RAINBIRD QUICK COUPLER o ;" _ _ k,-'�•r� "ice'�!`rle., ' \_ � - I Z O I PINE TREES GR rY A9 -rf' I 11'--14') W4 ( 825YA (1-1/2") FEBCO 3ACKFLC',N PREVENTER , - _ ; -/ `_ �' -1�2" + I' 2" �°'' ,.. ;' �, " = �' 5. CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING 'M TN IVSTALLAT'O'V OF '; - - - „ . " � �I`;' ^r` PAVING AND SIDEWALKS, . 5�.= � - Y'- `- 1Y _ r`` I - � : f:� >4 A MC PLUS SERIES iRRITROL CONTROLLER - PEDESTAL MOUNT I%=' � ' � � /�`� .- �� ``/ '''-� . ��. _ 13'x! ��- 6. JSE RAI!�BiRD ?2 5IrRII<S NOZZLES OR SPRAY HEADS 5PACEu L=SS -AN 13'. �+_ ��__�J `•. _. 2, Y�.,.. .• _/ •!��,-.t._, f ;% ... 0'04 ^ O CL. 200 B.E. (2") PVC MA!NL INE f` i� ,- j , �'� ` .�y—\ `.. ; /`} , ' VJ F+� 7. JSE RAiNBiRD 10 SERIES NOZZLES -OR SPRAY HEADS SPACED LESS -..WAN 11'. - �' `� - _ �' � '{ •f t � ` � ter' 7� � 1Y4 `I�-`�}�.� W Fr.�) w/ -.- CL. 200 B.E. PVC LATERAL S- 1" UNLESS OTHERW-S=r'vOTED _ - , 't =� .�` .;,,/ - �-� `r 4` 4/,l - ��(� `� , V) 164 S. ELECTRICAL Pc)t&R -10 THE NEW CONTROLLER IS SUPPLIED BY CONTRACTOR. �I a :\ �� /' ,/ - c -'�/\ I '. 0 CL. 200 PVC SLEEVING _ _ _ - �� - y;_;,_ =Y �� :� _ O;4 � 9. ALL TREES ARE TO RECEIVE DRIP IRRrGATION. TUBING f A �' /' � '� \\L �4 rr D ;P IUVING •�--- fi -,, " '.\. ` ' - / �J A \� '/ I N. _ --' \' 'ti_, u 10. TA;' LOCATION: — • j -j- ..�- -- % '"2" Q CONNECT TO EXISTi'VG ?-1/2" COPPER IN MEC�,AN!CAL ROOM AND INSTAL, -1/2" 1 4 s ,� - = -; /' / `. X_ -! _ i�`` u\ ^^ .,y STOP AN°D WASTE VALVE, 1-1/2" BA.CKFL O`N PREVEN-ER, 1-1/2" PRV, 1 -1/2° CONTROL!ER UMBER --'� JI `^ s`` -1 - --,�., r_1 Y� � . / r..,. y ;L 1 ` - I Q c� ! VALVE EX'F -1 " F - I 1 r� VAL'vE SIZE ! �`� f, `` 7 r+ - _.= __ \-i -_ 1 # ��.,_ J.I�i. • MASTER 1,A_VE AND ._ND (2) I /2 COPPER P;FES .0 pU"S.DE LOCA I.OfvS AT i �' _'" #`; �A., _r A10 ` : -'r�J �', � \ , +r i x f,/t I W r i� r r \ Y. r - 11 ..�\ � :. .Y4 /-'.. \ �.�' ,!" "...e I I SO°JTH. SAD_ AND CCUNG OF MECHANICAL RO V.. INS.ALL (2) 2" !?VC SLEEVES A. \ -Y _ . _1 Z s - :.� } : � i� I THE SAME LOCAT!C�iS FOR °AiSRiVG. CC\r\sECT vV CUTS4CE `O 2° PVC MAI�LIVE. • 640 SERI - 1-1 _ f` - / m - . ' i �` 4 ES /21r W1L�{1'�S PrRV - A4 ..t,,--k., ._ �'• ,� INSTALL TAP, METER AND ALL RELA- D EQJiPMEENT AS PER CITY SPEC;FICA?-IO!NS _ -� - �` " .,a tr I \` �•�_ -=-1, - AND DETAILS, I, 20930 SER ES - 1--1/2 BUC!CNER MASTER VALVE _ - ,-1�2 +.. -� �/y ; ' �' �� U �4 �: .IRS n• ,.[r -�� -•.� ; .�, ^.. �� =y�� ` .i=�. ` '\Jr _� �' : ter.-. 11. INSTALL SLEEVING BASED ON SLE_w'NG G BELOW: _ , [ " �.�- � �� r ,� >� ,• ti \ I` ,.�; s , �� l�r 1 __ /• :'\ .7,4 .e i ,;! , - r' r 3' ' .` y _ .,c - 'h� , �J F+�1 I*�_]1 -3_, SL _ r .1..: a PIPE SIZE OR WIRE OUAIv�TY IZEQU! �Ft� �� . " .. i r �� . �`.�.ti ' `4 y ` j , � �.�" . 3/4" TO 1" PIPING 2" SLEEVE - ' - �.,` ,__���r=� ^ -/ `\'1, � ,' ti. •\ 1-9 4a TO 2" PIPING 4" SLEEVE - / - . . /-A � �1 \ `-• ✓ / ' ^� �. '..� ,� �- � �. � � 2-1/2" TO qn PIPcVG 6" SLEEVE y :� N- , `i ! �� t �_. _ ;;`/�j \' �,4• .\ ,� \ �'• I 0 CONTROL WIRJES 2" SLEEVE _ t- �.t `+s`j.I ,\-�, ,e ; � l \ \, �1- � I C ,f I -r. 1, f' / . 1,% t• 'r'/`.�, G' \ �IlC'!..__".. ' r ,• r \ '\`r •_a_--'` \\ - 'i / + '• ,i l Ala` '`` / ^ � , � �f/1 r \ \ � 1 _ ,� I 0 I NOTE: EACH LENGTH OF SLEEVED PIKE SHOWN S-AALL BE ROUTED THROUGH - - �' I -9 ! -�;\' � ® 1ru'�\ - ,tea'''°i {}. /i Lam/ \ r` � -"- --_. .. � :� \; A SEPARATE SLEEVE _ - -- Al`L ��-' 11\.. , ,r" -h (� �- \ J �',�; /` %� \��` / ``i f'� t f Kra" '\\= -` - -- _ - ''_ - 413 " f -' -/ -/ .I \ _J'- - ' ;' ':1y4''� ^ `y~ / \'V11 M \ --�- r _ _ •� 3 •T 1' - {- •�, yJ r- i rr r� -y J�! er �' ` •��•• - -1_ ',J-"-a l �' \ `Y _ _ Ai6 415 414 '% i '� ,y f . a I/ -r' / ' ° 1" ,_1�2,r ' �\ �- -"K _ �s� '_� � o - lY�„� l1'Y �' ��' `' ' .\-11 q;� .rt 11 r u _- - - -'•t - 1 Y4 \ ..a.{�. # �A•,.r / _ ` _ "`fir,��I i Y�'r�” %\,' / 'x__J, s i.� if 'r`v \~ '1 �� r 4.51 i .i. f - _-Y - _ -_' l 1Yz�1 - _'1r. a '•�'r '`�' - /• - c` �� _ \\'•?�° # '*'�•`- , '. ^i --- `'� I �.�-, I VAIL RESORTS Ihm r - _ -} _ _ ¢F_ _ f _ ..- \. �_ _- �,' , " '% - a f -. i. Q f�r \ r ,� \ 430 1 .! 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'a MARRI OTT H OTEL SYSTEM. 1 . IRRIGATION , - i --J--- - K�l'.> �`�rf�j �N` ``'f ', Y-.. ��-. '�4"t '� ,f -1 2" '1 2" _ ,'� 1".i .- _ .� - ._ I \ \1 c, r'\�• 'i `,�• `vr s �1 :� ,^t� ✓�M� SJ _.. _. _ _ .. r l - _•a ;x s t /��\ I __ 7.�r �. r`q - _ y' 1 �.,� � ti ^ ;� 'i-} ' r - ,��r 1 ;' i BLDGS. 1 4 im ,.� �� -�' -S. : I ' IRRIGATION DESIGN&CONSULTING, INC. I i .F= \i �-�� ���; ��r I. i 303-442-7027 1 L� 7 I . ­ . - 11-I - .I . .. -. I I I - I 0 i�y'.1,..1, I ', 303-865-8485 -FAX I - . _ . ,, ,_, ' ' ' � -" - I I , _-- - - - - � - - -- ^- - -- . -..�--- 1 NOTES ' 0 8' 16' 32' 1. REFER TO SPEDFICA-IONS AND DETAILS FOR INSTALLATION INSTRUCTIONS, � _ , SCALE: 1 - 16 _0" NORTH 2. ALL BASE PLAN INFORMATION HAS BEEN TAKEN FROM DRA` '..NGS PREPARED BY ' -• - DENNIS ANDERSON ASSOC. 3, IRRiGATON SYS-EM iS DES-G! ED FOR A STATIC WATER PRESSURE OF 185 PSI. CONTRACTOR IS TO VERIFY PRESSLRE PR OR TO INSTALLATION OF IRR GAT.CN SYSTEM AND NOTIFY LANDSCAPE ARCH;-ECT iNITH VER;FiCATION FIGURES. FA L URE ' TO NOTIFY LANDSCAPE ARCHITECT WILL RESULT IN CON-RA.CTCR TAKING } i RESPONSIBILITY FOR ANY ALTERATIONS AT HIS/HER OWN COST. r - ''�• ' 4. INS?ALL DRIP EMITTERS IN BED AREAS AS DESCRIBED BELOW:} DECIDUOUS TEES AGRIFIM !�T-1 D 3 EA. 1 I 1PATION DESIGN&CONSULTING, INC. - r (1--1/2" - 2" CAL.; DECIDUOUS TREES AGRIFIM IFT-10 4 EA. 343-442-7021 r i �• (Y-40 CAL x _- _ = - , 303-665-848 FAX , rr t, ._/, ' PINE THE rS AGRIFIM IFT-10 2 EA. SIG PINE TREES AGRIFIM IFT--10 3 EA. - - ,` , -• _ �__ _ _ Q 5. CONTRACTOR TO COCR7i,NA T E INSTALLATION OF SLEEV NG V'r1TH INSTALLATION OF „ PAVING AND SIDEWALKS. °� �_f` - f - , Y4 V J S. USE RAINBlRD 12 SERIES NOZZLES FOR SPRAY HEADS SPACED LESS THAN 13'. - r F~ _ _ ` f- z„ 1 Y4 S (� 7. USE RAINBIRD 10 SERIES NOZZLES FOR SPRAY HEADS SPACED LESS THAN 11'. z' _ _ f r.'_-� • / y O Al 8. ELECTRICAL POWER TO THE NEW CONTROLLER IS SUPPLIED 3Y CONTRACTOR. - _ N - - ' _- - -' _1 " �-:_^- X.,: � �/ C NTROLLER L 4CAT?p!V: A3 A2 it % /2 }., 0`q - -S '�= �c IR 'TROL MC-42 PLUS, WA 9. ALL TREES ARE TO RECEIVE DR:O IRR GA-ION. ;. ; 3/4" ` / ��' J` MECHANICAL R G }�.;�<- -1 f2' ,.Ir•�, � � : / MO NT IN MECHAw CA_ OCM f Q! r� 0. TAP y - -- '�,. +. /+ TI N: i - !�;�a' � .i.y -� � ` , n • r/r .- ' . +_,i.���I �r ��1 r' r r:.♦fir ' ` ^,`� - ' 1 LOCH �' r I I I 1-1/2" / J, / r `y 114 _/ I, ' i�r r+'T �_, _ �� •/ i CONNECT TO EXISTING 1-1/2 COPPER �N MECNAN.CAL ROOM AND �4S .A__ :.f ?::�s: - •c � . r 1Y � � . �c" STOP AND WASTE VALUE, 1--1/2° BACKFL 0'°N PREVENTER, 1-1/2" ?RV, 1_1/2" ' 4 £�! +• ^r• r`y' ►: y r {� .-� r / C NTROLLr R LOCATION: r ,_ „ r. .��- -;.; 7� iR T00L MC-8 PLUS, 'WALL MASTER VALVE. AND EXTEND (2) 1/2 COPPER PIPES TO OUTSIDE LOCATIONS AT �, -, `f ' `\ �- , ; r n T - �' / <r O.. L B4 ,. -\ X � !. ? 10 NT', N MECHANICAL ROC. SOUTH SIDE AND CE : ING OF MEC-1AN-CAL ROOM. INSTALL (2) 2" PVC SLEEVES AT -. � 1; / �;�f ;� � - .,�. ; �\.�'`. r \ (!�, - .Y - ti �! ( O THE SAME LOCATIONS FOR WIRING. CONNECT ON OU-SIDE TO 2" PVC MAINLINE. y =f' �► �Prr�_ ,,_ ,•���Y -112' ' INSTALL TAP METER AND ALL RELATED EQUIPMENT AS PER CITY SPECIFICATIONS - p I .` = -- ' �` • ,�` I a r ;�'�'" ♦ AND DETAILS. r t " = �' 1Ya" �. ` � ,� �- �\ . `� 1 �• , '•1. INSTALL SL EEV'14G 3ASED ON SLEEVI�IG GLIDE BELOW: - / � �� / �,- :` :x: T (+. � "� %0�il. 0.�r .~;.r% N 1 PIPE SIZE OR WIRE QUANTITY REQUIRED 5LcY Vi r - •rte' - / - `� :yi' -� `` `*•`` \ • _ ��-.�/�•` `% 1 3/4" TO 1" PIPING 2" SLEEVE __ - O ~ �/, " ff - yam ./"!j :- ;' ' '' ;�'ti \ - 3 r -"' Y/ • / _: 1 /4 TO 2" PIPI. a SL_- - _ . :. 'f` `T.- �' A- 2-1/2- .0 3" N3 FF - A5 _ /- _ 't" f / x / `'" `` - r r TAP LOCATION: CONTROL W'.Rr 5 2:. 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C� � r 1 Avvti,COLOMDO - Y4 i• _ y - .,/�. � •� r � � �-` � l� ♦.± :�.' -� �-zi. �'t`r `/°�j:s -/ _ <"•<�< ''Yy`��`;}r'` �ti„' �Y ,�.i` � � /s-,. •f -'^ '\` \ • ;/� V� r : . i_ ` rte;- -c,. u `' [„`Y ' •-r'• ',1c tr<<_. _-� ♦ ./ .-♦vr r Sa-}` iY♦ Z `� _ s. `• Y�" \ _ .y- _� _. / .i f'�.= _ r..., + yxY. -♦ ,�„'L;:j•�•y �r, 1 CIVM FENG:.\E.L.R I `-•/ i • -n \ % / "f-__ jr" l ?' Y r ' . \ �`x ec �. } rt: lY a. r: ' _ l f% •:x• �`�. •s'�„ _ � 't. f, > ,� +•,.-^�. �. • � �•' �.♦ � [{'\ �.`^ „•y- �, 'c� �♦.,r ''�/.ti,`, .,fit r AS.QD+E k.♦iGLNkFEiS:±Cs,i�[G " Is ! \ }F �n//, 1 r '\ • \ y --Fj r !I' �_ / - „ C J .A Z tibr ��fy� ,♦%% �1, y�\r' 1 oC` VAIT COlARADO .S��' \. <•' h -� ,ti r�r �a•�": L.j_! `• � i"� aZ • l r S + Ii__ ffL � j' j �' Tr .:'' °\•�� �f(}F 1 �'.= '�.,. ttir y .� L, •`. rr ,r t . � �_��:�s. "-�_/ .'S..=Y IF' r''\-/� iJ�i 5_' - �' -�.-`^? � _..�': a`' _ � x C�,y'S/,`,:'O-.,�'"- ,-� r �, _ � YF•�• .\ {�'�h ,f: lrr-h- ✓^ L `\ - \ .{/ .l \ i \ _ '♦ r-L •l,. '.d._ "=. ;\--'`S_ :, ` `, , r. 5 ir'2; 7C_r !.y tr- "f' �` - 1 ✓v... i`'.tt yam! t` �' \X».i- , 1 / > • �'\ F 33 1 ,` ` ,' PROJECT tiU:VIBFR: 20904,170 rr � , r�->♦ / A32 ° � X'-\ .r r .T " 2 +E? �. "r \ �� �- �„� \ " �L-'/2 �\ ` ,�-- i i/ }. •` �,':f_�' f /'i'r* �t,�y tii S. Y� 'v♦i tZ ; 1 ` .� r K `�, `� s1 / �:/* -;v- . ,:- .A' •� r� � _ F � fi �.✓ �C f j y�1,_ a `°f" m:- I : r - J • /`,41 l7• ..- -cr!' Jf '•z'{ /♦�c"-rC�/ l�r - ISSUE REVISION DATE ✓' - J ,. •'fir-,;;-/ �. q - J C�`t�1?,^� ` _ Y��r- �~ �'���'#'�'� � .� f •4 - �♦ ..� 'M _ (. • Y1V��'�-f�r• `r'e y. �,��-�. ?_.v` r r_`�.r _ ,.l`/, i lf�f J �v.s ♦"`: ,, ��`,,y" ' / r' l • t" Y f <�_ _ .' w{. • 1-.a� <- _ ' 04 CONST DOC \ +.:1, , 'C \ ....ds -,a"•t- %/'_K:'' !r r_-r .� � `!inn: ,�s�-��-� t� ) { .<' - ,•„ L V.,r';.rG "�."v \. rr- rC * �f- \ r . , r,,./ � � + _ +^ -- •.. "r `c' i%i -> 'Ar�}T.�- ,>,a,C ♦'.;C .r`• \ f d h T t _ , .STY ' FOR PERMIT 0'7.23.04 \, _ '1✓- - _ zr' w/..+�-'r- i. `�i' ati'C �.� - iL' -y,y` ." 1f,-�.CL_<<:_�-•. .i- '1}-'�:..f�.-z - j.rr ` r � � �.<. ��= `� X' �, 05/06 CONSTDOC 08.13,04 Of ` . �'- �, f�;,' `" r-f" '. ;J -i.s` •,4r`r �.1�'`'�-yam , „ 'ty:�` `.` •# IRRIGAMN SCHEWLE .._.-.-_ r , \.!•. `1 , ♦ - � ''g-Y.'Sr'�` - -I . �' •�s,.!`�R^�A l" �/ f <'{'(` 'rY ,�•J, 'S y°.�`" ' r `" _ - - I SYMBOL. MODEL DE" DETAIL I S FI�'NAL CONST. 41.03:05 '•-•� +_ X` , l `� \\ .� ^ ��,a` • •- I'y_�°, J �`-� / I 'S, �f♦•� ♦ ♦''� ♦\�.�.�4 ` jam } h•;•t ,�- , ADllh.�IDG14 5 05.16.45 ,, ,?' --' '�- 8,4 SAM-SAM RA'NBIRD POP L'P SPRAY hEAD 1 , r `:� "`�- �':�_ : ' . �y Y, c �• - - ������ J� w/ 15 SER. NOZZLE V 'R. , Elf? •` 'v �X ti.'/ f r ^fY j Z ° `r 1_. �; T �� , <y ' 'f pT "' � •) EMME39■ S RAiN3RD POP UP SPRAY HEAD 1 �� �," ,, 1 s . �,Y�at` y <�c �. R, � ;.y_ E 1812 SAM-PR �±!°Y' :'' A31 ' <' ` /r'.. �� J xi s.: ,: =�: ��; �;*y';� .`-rte w/ 15 SER. NOZZLE A.30 -ER ROTOR 2 P�H-ACV-06 - ' .� h` S OQQ PGH-ACV-D8 ER ROTOR 2 T t ;. � +11,0 •, ._ i , � r 'g�i , ! r '; r% HL N I `V ? ^`♦ � J C '�\` ' sfr!.f. r "-` `''r'- [�.' . .. _�"� y<��v,;•��,� �\f�\ i'- f' ray --♦ /r " - 'y"�'.i ` \ ;Q�` l J ""_ rt: '<' !`x♦/.�.;�7°i,l�t`♦''"].1 `�'S=�Sr Id _ {v 700 SERIES I�ARDIE CCNTRO.. VALVE � 'rr '\c1\{'♦�/•r4ci.%r`�' ..1 r-�//�`' .'ff �yµ�,'_•- i ,'�� LINE SI � GAT VALVE 4' •`._ l ' � '° y =`ir; DRIP VALVE 5 kkf t" i '• s � ' i''` .r Y". / ,rte I �_ a ` ' � Y 44LRC RAINBIRD QUICK COUPLER 6 ' '•�• 1Y4 `�' •'' 3'4 � 825YA (1-1/2") FE3C0 3ACItFL01N PREVENTER K 3 l •C{v )'` MC PLUS SERIES IRRITROL CO±v`RO. _R - PEDESTAL MOUNT , �• CL. 200 B-t. (2") PVC ,SAINUNE / 'Fr- • F,.,y /J.'C•4 -C �r •' ✓ l r h :'r- 'S�'+c`-i"4°,a' =.r_ „r".r_--: �-`���ff}�'J/,T.a•/}1�;, J✓t y �r.�i LANDSCAPE CL. 200 B.E. PVC LATERALS 1 UNLESS OTHERWISE NOTi;D ! `f / -/c - '- t s \ ./-° '- y </ ?r -r- r„ ♦ wwwwl•r CL, 200 PVC SLEEViNG IRRIGATION DRIP TUBING CONTROLLER NUMBER j }! . VALVE SIZE 600 SERIES - 1-1/2" WILKINS PRV i ails - - 20930 SERIES - 1-1/2" 3UC,(NER MASTER VALVE L�8 BRAND COVER IN 1" MIN. JUMBO BOX FOR ALL VALVES POP-UP SPRAY HEAD LETTERS SV & STATION j 2-1/2" AND ABOVE AUTO ELECTRIC CONTROL VALVE 10"x15" HEAVY PLASTIC BOX BRAND COVER IN 10" ROUND VALVE BOX FINISH GRADE WITH MATCHING LOCKING COVER, 1" MIN. LETTERS GV ,� . FINISH GRADE PRIOR ADD EXTENSIONS nr 11 TO SOD/SEEDING 7VE I� --� Ir r ( .i ! I, _ _=11 I TI !T �FINISH GRADE P � ' tt �nn MANUAL GATE V POP-UP ROTOR SPRINKLER J)o H o`"CT' WITH SQUARE NUT TOP 71 PVC UNION SAME SI � p r O � 1/2" FIPxFIP 90` ELL AS VALVE (REPLACE W/ 0 " O � ! 0 0 P 1/2" x 2" PVC NIPPLE 1/2" MIPxFIP 90' ELL THREAD X CLAMP ORI POLE O 3' M1N. SCii. O A ' 6" PVC SLEEVE PVC SCH 80. NIPPLE LENGTH AS Rtr( D CIa 1 2" x 12" PVC NIPPLE (LENGTH AS REQUIRED PVC ADAPTER & REDUCER BUSHING o 80 NIPPLES, I.P. X SLIP / 1/2" MIPxF1P 90' ELL ) M.l.P. X SLIP (IF NECESSARY, GLUE 3"x2-1/2" EACH SIDE SCH. 80 VALVE PVC SCH 40 EL SLIP X SLIP BUSHINGS FOR 2 1/2" SIZE ELL VALVES.) SIDE VIEW PVC sCH 4Q STREET EL O �..4 LATERAL o YD CONTROL WIRES c o 0 0 0 0 �4 0 CLASS 200 PVC MAIN Ci Ci nO nO,, nO,, O 3/4 METAL PIPE BURY MIN. 24'1 �. TP0 O` Po`CYoWP oQ PVC LATERAL PVC TEE PVC LATERAL PIPE 12" MIN. �, , , SCH. 80 NIPPLE 4" LAYER OF DRAIN GRAVEL NOTE: BELOW BOX &LEXTENSIONS Q - ����� © o FITTING F.I.P.T. I � � O I 1. COMPACT BACKFILL TO DENSITY OF UNDISTURBED SOIL PVC SCH TEE EL O C COMPACT BACKFILL TO DENSITY OF UNDISTURBED SOIL 2. ALL PVC NIPPLES TO BE SCHEDULE 80 PVC SCH 80 NIPPLE F GEOTEXTILE WRAP � n n n - , n r. ^ � ^ 1. S U D I � r� (LENGTH AS REQUIRED) (WRAP TO EXPOSE FABRIC IN BOX.) SCH. 8�ADAPTER E 2. LOCKING BOLTS FOR VALVE= COVERS TO BE STAINLESS STEEL. (EXC. 3/4" OR 1") C i POP--UP SPRAT' HEAD r ,, CLASS 20 M,�, GLUE OR RINGTITE FITTINGS 4 ISOLATION GATE VALVE o 0 POP UP ROTOR HEAD V COMPACT BACKFILL TO DENSITY OF UNDISTURBED SOIL A 3 CONTROL VALVE I: 10" MIN. CARSON VALVE BOX QUICK COUPLING VALVE WITH LOCKING 10" MIN, ROUND VALVE BOX U WTI QC BRANDED ON TOP RUBBER COVER, KEY & SWIVEL HOSE ELL I F7'� 0 BRAND COVER IN 1" MIN. FINISH GRADE PRIOR I F� lm� LETTERS SV & STATION # _ ° FINISH GRADE PRIOR 1' AMERICAN DRAIN TO SOD/SEEDING 3/4" Y STRAINER WITH 100 MESH SCREEN 10"x15" HEAVY PLASTIC BOX VALVE WITH CROSS HANDLE 9" WITH MATCHING LOCKING COV ADO EXTENSIONS FINISH TO SOD/ADE PRIOR ER, SEEDING G AP EO WRAP TOEEXPOSE dC": 0 1 CU. FT. GRAVEL SUMP CLASS 200 PVC MAIN, i � I � I PVC PIPE SLEEVE & CAP WRAP IN BOX.) 00 C ! c BURY MIN. 24" 0 r "- o o ` o`�T 1" HARDIE 700 SERIES 10" 3RASS NIPPLE--,) 00. off' o c o !- VALVE BOX WITH MATCHING O Q O 4 � � C SCH. eo PVC � _ —�i LOCKING COVER. Qw�i�;M,D�.veLOe�:a 3/4" WLKINS 600 SERIES ELECTRIC CONTROL VALVE c c a c ELL OR TEE ° �—_ - I 1 �- " ' O O n ; C SCH. 80 PVC ELL & 90 I ! BRAND COVER IN 1" MIN. 1-(FINISH GRADE PRIOR Vr1�L RESORTS SCH. 80 STREET ELL O_U O~ O LETTERS FP TO SOD/SEEDING) 3/4 MALE THREAD X " DRIP TUBE ADAPTER c SCH. 80 ELL OR TEE " MIN. (HORIZON`TAL) 0000 DEVELOPi�ZENT " W/1 THREADED OUTLET 12 MIN. SCH. 80 PVC NIPPLE Q ( ! - `- I (I~ TTiREADED PVC END CAP 3/4 DRIP TUBING O f COMPANY ° z O O O O TAPE FABRIC TO SIDE & MALE ADAPTER CONTROL WIRES 2 j O C OF VALVE BOX & PIPE AVON,COLORADO c f WITH DUCT TAPE. ARCWT4LT OF RECORD ° PVC STREET ELL � � Q 1 � \ � I 00 O O 4" LAYER OF DRAIN GRAVEL _EM 3/4" METAL PIPE ABOVE AND BELOW VALVE BOX 12 MIN. SCH, 80 PIPE PVC COUPLER l �G v L 1 V 1 CLASS 200 PVC MAIN. SIDE VIEW , SUBMAIN END EXTENSONS. IVA � h n �, n ,� nn H OIL , I II* GLUE X F.I.P.T. SC 80 PVC 3 GRAVEL AROUND & o`er'o`�fi'o�o�o`�?'o�`�'o`er' BURY MIN. 24 O Q p� BELOW BOX & EXTENSIONS (� o o o c O o ° O Q o C FITTING NIPPLE=, 8" MIN. I I Colorado rw O � �� •--� � O � O � � � O Denver.Goiorado GEOTEXTILE WRAP (WRAP TO EXPOSE FABRIC IN BOX.) SCH, 80 LINE SIZE (� ,Pn(� r�On� nO O GEOTEXTILE WRAP TEE, SXSXS (EXC. 3/4" OR 1°} SCH-80 TEE OR 8 DRIP--BLOWOUT ESIC-Iak�rruc CLASS 294 MAIN EL & 90 SCH 80 2 GU. FT. (MIN.) BRAIN GRAVEL n�srcv�uzcfuTecr WITH GEOTEXTILE FABRIC. � ART j HOWERTO�i I BURY 24 MIN, GIVE OR RlNGT1TE FITTINGS STREET ELL (WRAP TO EXPOSE FABRIC IN BOX.) ! COMPACT BACKFILL TO DENSITY OF UNDISTURBED SOIL TOP VIEW COMPACT BACKFILL TO DENSITY OF UNDISTURBED SOIL Nfw m+ Nivv YOM S'MGCTUR1Lh__iGLNFu 5 I]RIP VALVE COMPACT BACKFILL 70 DENSITY OF UNDISTURBED SOIL MONRO & WELT.ENGLIiF ,L- 7 DRAIN VALVE � AVON,COLORADO �fLCFi�.'�CAL CLECTRiCAL ENG_NTBlI UICK COUPLER AVO-N, CO�� ` AVOti,WLOR.�O CIVIL F-NGLNL-I:R kLP12NE P-GLNEEA VG,INC, 4 L COLDRLADO I I PROJECT NU-MBER. 20900.00 ISSUE REVISION DATE 04 CONST DOC FOR PERMIT U 7.23.04 APPROVED 13" JUTE STAKE (TYP. TREE— DRIP EMITTER (TYP.) 0$106 CONST D{7C 08.13.04 5B FINAL CONST, 01,03.05 DRIP EMITTER (TYP.) DRIP EMITTER (TYP.) APPROVED 6" JUTE STAKE (TYP.) 16 ADD1=NDI.\4 5 05,16.05 MULCH LAYER (TYP.) - - ROOT BALL _ APPROVED V i�I�I _�! N, _ r•' ��` I i=III MULCH LAYER 1 - MICRO-TUBING (TYP.) 3/4" DRIP TUBING (TYP.) I I� 3/4" DRIP TUBING (TYP.) _ MICRO-TUBING {TYP.} 3/4" DRIP TUBING (TYP.) �- ,� PLAN ! MICRO-TUBING (TYP.) ELEVATION 9 DRIP---SHRUB i� DRIP -TREE LANDSCAPE IRRIGATION j DETAILS IRRIGATION DESIGN &CONSULTING, INC. I 303-442.7027 L�9 303-665-8485 -FAX RA T E S OF ALL 0011t3tETE SHALL EXCEED W:1.3 33 XC. (-A 57.000 JVC WMU%L WEIGHT L. STEEL FA3RICATOR SHALL NCT RECEIVE ADDITIONAL COMPENSATION FOR SHOP CONCRETE). DRNNING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS (D 2004 42440 ARCHITECTURE. INC. GORE CREEK PLACE TUNNEL TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. IRAN 08285 C. CONTRACTOR SHXALL SNADUT OR 7ROVIELCUT JOINT'S IN SLABS ON 1AADf. JOINTS SHALL BE SPACED AT 15 FEET MAXIMUM AND SA'WLrT OR TF -IKLCk1T 1/4 OF SLAB DEPTH Y. UNLESS 0 HERWISE NOTED, WiENEVER MASONRY RESTS ON STEEL BEAMS WITH X 3116' WIDE WITH IN 12 HOURS AFTER POUR 1". :,MIRY ALL !LAB RE INN ORCEME7IT THiHROK;H FLA14GES %ARIROf-R _WNN ACTUAL MA9OW TH ICKNESS, WELD 1/40 TH ICK JOINT. OONT INUO S PLATE TO BEAN FLAMM- WIDTH OF PLATE TO BE 1/2- NARROWER THAN Riffs q/W 2 FOR hlffY LL MA90NRY TH ICKNHES'S. ROST ATTAC4*1 NT GENERAL NOTES D. SLABS. TOPPING. FOOTINGS, BEAUS AND WALLS SKkLL MOT WNE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE VQ-K .AJST BE WADE AT THIRD POINT OF 10. NON-SNRINIK GROUT 61AR0 RAIL SPAN WITH VERTICAL BULKHEADS AND HORIZONT.AL jHEAR KEYS LA&ESS OTHERWISE ' 1. LIVE LOADS USED IN DES ICIH: RE. LANDr,�GAPE SHOWN. ALL CONNSTRL1CTi0N JOINTS SHALL BE AS CETAlL� OR AS REVIEWED I3Y THE A. HOPI-SERiIK GROUT SHALL BE PROVIDES A. ROOF 100 PSF ENGINEER. 1. BETWEEN COL.LM4 8A.ES .1,4D CONCRETE OR MASONRY SU'PPORT'S. STONE V1349EEIZ 2. BETWEEN BUMS OR BEAN BEARING PLATES AND CONCRETE OR MASONRY E. ALL CONCRETE WORK AND REINFORCEMENT DEl"A I L lk3 SHALL � IA A.CO]RDANCE ErE.ARI.H B. TYPICAL GARAGE FLOOR 50 PSF OR 30D00 POINT LOAD WITH AC I BUILDING OWE 310 LATEST EDITION. UNLESS NOTED OTHERWISE. USE SUPPaRTS. �_ �. ��L � STANDARD HOOKS FOR DORMS UNLESS OTHERWISE k?TED. ALL EXPOSED EDGES OF 3. GROUT 'SHALL BE CiPLE M AND HAVE A MINIMUM COMPRESSIVE STRENGTH D<XX XX■] WATERPROOFING AND C. IMPORTANCE FACTORS CONCRETE WJRK SHALL HAVE 3/4 INCH CIHAYETJR. Of 80XL0 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. f2L. BARAee DRAINAFE BOARD. CATEGORY 1 .• SEISMIC FACTOR 1 6. RE INFORCI MINT 11. NON-SR U CTURAL ELEiWhTS LkVEL POP! L " SNOW FACTOR 1 WIND FACTOR 1 A. EL©4E]VTS S✓JCM'H AS HM-SEARING PARTITIONS. ETC. ATTACHED TO AND/OR =! � A. ALL ,REINFORCING 0 SWELL TI HIGH-STRENGTH DE:fD�E BARS O*1ICH LNG L E SUPI''JRTED BY THE STRJCTUIRE SWILL TAKE INTO ACCOUNT DEFLECTIONS AND D. WIND AA115, WADE 60 IXCTPT TIES. STIRRUPS ANO PV. E AN��iGfRS Wi i CH SHALL BE OTHER STI?JC•NRAL llpYE?��iTS. 3 SECOND GUST 100 MPH DEFORMED BARS, ASTIf DES IGNIAT ION A615, GRADE 'FO OR AS•TH A"06 GRADE 50. (2).-03 6ONTIMJOLI FASTEST MILE 80 MPH . F IRE PROTECT I ON FOR ALL S FRUCTURAL PARTS SHALL BE PROV[DE D AND SHALL TOP AND BOTTOM ' EXPOSURE B B. NAPPED WIRE UABR IC S'iAI L SIDE AND TO ASTM Al Ai S GRATE tED T JG TIPPLE BE ALL CODE iRE_OU iRl &WIS FOR THE TYPE OF CONSTRUCT ION SPEC I F I ED BY THE a LAPPED ONE FULL MESH AT SIDE AND F]ND SPLICES rL'D WIRED T:li;ETHFR. Vl E. SNOW ARCH ITTECU ALUNFAWIK*IE tA'ISE�STEEL MEMBERS SHALL BE CONSIDERED 103 AT I'-6" C. RE INFORCEME]NT PROTECT I OM: HORIZONTAL GROUND SNOM LOAD 100 PSF 1. CONCRETE POURED AGAINST EARTH 3' ■ r I F. SE FSM IC 2. CONCRETE POURED IN FORIAS (EXPOSED TO AEA'H£R OR EARTH) 2' 12. GENNERAL 05 AT 1'-,4" VERTICAL v 3. 00(M*6 AND BEAMS (T{E BARS) 1-1/2m AT I'-•4' t�OXY OFZCV T L SITE CATEGORY D 4. SLABS AND WALLS (NOT EXPOSED TO WEJATW-A) 3/4 A. E74G iNEE;R'S ACCEPTANGf LE�a7 BE SECURED FOR ALL STRUCTURAL SUBST IM IONS. CATEGORY C TO PRECAST 5l.A6 _ 0 SS 351 0. RE INFORCEMLNT PLACDAEA#T AND TOLERANCES SHALL BE 14 ACCOVN4CE WITH 0. VER i FY ALL OPEN INGS 'RfWA FLOORS, ROOF AND V ALLS W I TH MECHAN ICAL AND '• --s-••-i t.••-��It 's•-•-s. S1 8 X SECT IONS 7.5. 7.8 Al4D 7.7 OF A9C 1 318. U.TES? E0 I T I UN. ELEC:TR I CAL OONTFuAI;TORS. V__R I F ICAT ION OF LOCAT IONS. S I ZES. L 1 NTELS AND SECTION A G. LIVE LOADS ARE REDUCED PER OWE IF APPLICABLE. �,� REQU[RED 0Y4NECT IUNS ARE �30NTRACTOR'S COMPLETE RESPONS IB IL ITY. DW - >00 • � N"°� E. NO HOR ICES BY RE STRC�iT SMALL BE YALE EXv3T AS DETAILED OR C. PR RA TO 14STALLAT" OF A ECNHAN ICAL AND E-ECTR ICAL EQV IPMENT OR OTHER . I,•,8■ � >4 AUTHORIZED BY THE STRUCTURAL ENGINEER. L.A? S:'L ICES. WHi£RE PFJRa1A1TTEb. SHALL �_ lr'i"JI,I �� � �• r BE A MIN[MUM OF 48 BAR D IAMETERS FOR N6 ILMS A.'D SMALLER AND SHALL BE A ITEMS TO BE ATTACHED TO TIE STRWOAE. ENGINEERS APPROVAL OF CONVECTION •s• �1 MINIMUM OF 80 BAR 0 1AIETERS FOR #7 TlfKX€G-1 # 10 REINIFUHC� tT UNLESS OTHERWISE AND SUPP(RTS SWILL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON � •- 2. TESTING, INSPECTIONS AND OBSERVATIONSr NOTED. MAKE ALL OARS CONTINUOIA AROUND C EPS. ARCHITECTAAL NO STRUCTU--HAIL DRAWINGS, RESPECTIVE SUBCONTRACTOR � r1 a SHALL FUZ4 ISH ALL HANGERS,RS, CONVECT IONS. ETC., REQUIRED FOR INSTALLATION I�1 A. CONTRACTOR SHALL PRO1VID£ COORD[NAT ION FOR SPECIAL INSPECTIONS OF THE G. PLACE TWO 03 (PER 8" THICKNESS) WITH 2'-•0" Vii'JE(T ION ARX140 ALL OPEN INKS IN HIS ITEMS. (3)-•6 GOMiI�S1O115 _ `2 �r CONSTRUCTION (PAID FOR BY OWNER) AS OUTLINED IN THE PROJECT CONCRETE WMALLS. SLABS. AND BEAMS. ALSO PROVEN$ T*3 0!5 X 4'-•0' DIAGOKALLY AT PRECAST • , ' �" SPEC I F MCAT IONS AND LISTED BELOW IN 0%*V 4" WITH THE PROVISIONS OF EACH OOI�N1ER. D. PROVIDE ALL EIOEDOED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, TOP AND t307TOM OP � I tt2 PJEa F I_AN . t• •11 NMB 5FLIca cam- /B CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION SHALL BE MEOLANICAL, ELECTRICAL A10 STRUCTURAL DRAWINGS. YISOELWVEtx1S EMBEDDED HEAPM AT CrENINCP = G AoriaTIONS BY PROVIDED BY A QUALIFIED SPECIAL INSPECTING AGENCY AS APPROVED BY THE LOCAL H. CONTINUOUS TOP AND BOTTOM BARS IN WALLS ANp 3EAM15 SHALL E#E SPLICED AS ITEMS AND M CHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AID INSTALL E3CTE�IU RI=III. 3'$w N 1" SHIM AW dKOUT ' . • �AyF� � w 0 BU I LD IIHXi OFFICIAL. FOLLOWSt TOP BARS AT M IDSPAN, BOTTOM BARS 0-T:1R SJRPJRT'S. BY DONCR ETE CONIRACTOR. STEEL SHALL FOLF I LL ASTY A36. PAST EDerES Cis -- 0 01�11N6 51..AB TO WALL C.ONNE�GTI 8. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTORR: 7. fi1REiSTRESSED/PRECAST E. PROVIDE ASINiALT IC MASTIC--COATING ON ALL. STEEL AND WDOD EXPOSED TO EARTH. .gR,GE4 •s B 1'RFGASTER �■ I N '• - 1, SOIL PREPARATION ION F. SUBM I T SI#JP AND ERECT I ON DRAWINGS TO ENG INEER FOR REV I EW OF ALL CONCRETE TOP C� OPE�LlNC3 JOINT 2" SHIM AND INK A. STRUCTURAL PRESTRESSED RECAST SUPPLIER SHALL BE A PC CERTIFIED PLANT. d ' 6ROL1T E3Y FIRE-CASTER � '�r•1 COPY OF CART I F MCAT EON SHALL BE PROVIDED. RE INFORC`0. PRE-CAST COINCRETE. AND STRUCTURAL STEEL. THE MALNUFAM,TUR ING •3 TIM AT 5" � ' a. EARTHWORK EXCAVAT ION, F I LL IND AND COMPACT ION BELOW FOOT INGS FABR MCAT I-7M OF ANIY I TEOMIS PRIOR TO WRITTEN REV i EIIW OF SMOP DRAWINGS WILL BE 2' 4" SLAB ON CRUDE W AND SLAB ON GRADE. 8r I ' ISOLATION Fom 0. STRUCTURAL PRESTRESSED (PRECAST) CONCRETE SK LL BE KADE WITH STONE ENTIRELY AT THE RISK OF TAE OONTRACTCIR. AGGREGATE AND SHALL DEVELOP 5041) PSI C(1MPRF.SS I VIE SIRETIGT?H (H 1C2lER fZEs � �� �� APE •- . M� 2' CONCRETE STRENGTHS "MAY SHALL REQUIRED).DIVED). G. Y{A'MWROGFIH4G. VA'OR 1iAlIR{E3RS, WATE]RSTOP, ETC., SHALL BE AS SKIWN ON THE OM Or- OPEN ARCH ITECTAAL DF,AWIWM AICI AS INDICATED IN THE SPECIFICATIONS. a. THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE C. ALL FABRICATION AND ERECTION TOLERANCES, CLE'l'V 1NNG A?* GE gMAL PRODUCT •-� , . H[,�. .^ax.�..� � r € a . ° rXKX'-XX■) � �I} STRENGTH. H. ALL MASOI-IRY AND STONE VET#rERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR 05 AT I•� ° . _ • : �'•'s ti•"'Orr QUALITY INCLUDING MATERIALS AND MIXES S1;ALL 3E IN AC*JR3.44CE WITH A C I 318 0 • b. PLACEMENT OF RE#NPORCEI�IT: SPECIAL INSPECTION NEED NOT BE VVRLL5 AS SPECIFIED IN SECTION 1405 HJF THE INTERNATIONAL BUILDING CODE. VERTICAL o• u I • o (LATEST EDITION), A C I 382-94 ('C 1 WNL-•7 20-82. PC I MNL-116.85 AND PC I NZE, PLAN CONTINUOUS, BUT MUST BE DONE ONCE PLACEMENT IS COMPLETED AND PRIOR TO CLOSING THE FORMS. ITEMS TO BE CHECKED INCLUDE BAR DESIGN MAWJAL (LATEST EDIT ION 1. ALL DIMENSIONS ONI STRUCTURAL DRAWINGS SHALL BE CHECrED AGAINST FIELD AND TOP OF SLAB o o L o •� o SIZE:, GRADE, QUANTITIES, SPACING, LAP SPLICE LOCATIONS. EXCESSIVE ARCH e. EMBEDDED INSPECTION OFAWINGS. RUST, AND D PRETEVS 1 ONED STEEL SHALL NOT BE RELEASED JNT€L THE CCK- RETE HAS REACHED ANCHORB TS A STW COVERAGE. � N...I SHALL BE 3500 PSI (MIN IMJM). � N•a DONE ON A OONIT INUOUS BAS 19. ITEMS TO BE CHECKED ARE PROPER ° • f•. • S • O ANQgit DIAMETERS, £143ED11F3VT LENGTIHS. SPACING BETWEEN E. DETA I LS OF ALL PRECAST kE BERS AND CIMECT I C-'S SEIALL BE :urm I TTTED TO THE /� � a':' . . •' d ENIG INEER FOR REV IEW Aw4D MEMBERS SHALL NOT K FABR ICI"TED EAR I OR TO REV I EW. L6X4 /8" Q.LV) WITH '• ° •'�' ' '•° AT SIMILAR AANCFIOR9, EDGE DISTANCES AND CONCRETE OON90l.IDAT ION AROUND ALTERNATE DES IGNS OR DETA I LS MAY BE SUB5T I TL TED BJT USED ONLY AFTER ■ w • • d ANCHORS• E7IG 1NEEIRS WR iTtE]A HRhY I EW ALONG WITH S11UP DH;,�.W'IIVGS. DES 12V CIlLGl1LAT IONS 3/4 B E�XY °• =°- ! ONLY, P120VIDE OF ALL PRECAST MEMBL�RS AND CONNECT IONS BE-AA 1.4^, THE STI P OF A REG I STEREO AT 2'--0- ■ " r•. 0$ AT I--O # 3. STRUCTURAL. WELDING PROFESSIONAL IN INEUt SHALL BE SUBM ITTE:D. 1 kJ I V lDJ& PIECE DRAWINGS ARE I/2 ISOLATION .• •. . a. ALL HELD ING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION NOT REQU IRED UNLESS SPEC IF ICALLY REQUESI"E+D. AT 1'-4' X ,JOINT • . •.d t ra : .d. '• • • d +' a WAY AT TOP OP EXCEPT THE FOLLOWING: ■ ° . a"�•_' r • S` r• FOOTING 1.) HELD IMO DONE IN AN APPROVED FABRICATOR'S SHOP IN F. ARCHITECTURAL. PRECAST CONCRETE SHALL BE 40X+0 PSI STONE A"-EGATE. MIYINLM 4 5L.A5 ON 617-AM ! .. • d' , , s a ! •' AOCORDAIVCE WITH SECTION 1704.'2.'2. AREA Of REINFORCEMENTS SHALL BE 0.003 80. FP?V IDE A AQC C L1G£ BETIVEENN _ 6" WITH W.W.F. RE. 1I-AN y' •4. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT CONCRETE LA IXES IN A MEMBER PER PC I. Z 03 AT 1'-0' -i - ` + - � DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS. 0. PRECAST CO['ICRETE SHALL BE HANDLED AND MECTT:J IN A L;MPKER THAT WILL NOT � HORIZONTAL i ,• • QUAL L F ICAT 106 OF HELD IND PROCEDURES AND WELDERS ARE ,/--�1C-,�%•* �--a- x. ; VIER IF 1 m PRIOR TO THE START OF WORK; PERIOD IC INSPECT IONS ARE IMPAIR THE STRENGTH Of THE MEMBERS AND ADE:[;x.ATE TEO#'OP.ARY BRACING SMALL "�p •7r RE. PLAN owlvEn/o;=vCLOrEx BE PROVIDED UNTIL ALL RELATED f I ELD 0OM4ECT I.XIS E AVE BEE74 FULLY COMPLETED. MADE OF WORK IN PROGRESSi AND A VISUAL INSPECTION OF ALL WIELDS T PROVIDE LIFTING DEVICES THAT WILL SUPPORT TWICE THE WE IG-T OF THE PRECAST • '° ° �° •° VA�L RESORTS IS MADE PRIOR TO OOMPLETIdi OR Pit IOR TO SHIPMENT SHOP WELD ING. MEMBERS AND ARE NOT TO BE LEFT EXPOSED. ALL 0?04FIECT f01eS FItQU IR IN±O DRY A RE, PLAN AMP 5CA-IE VVLE •4 X LIORE, PRECASTHZ 1.) SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16' Ili SIZE. ANCH R TO BE CKETSIrAND PRIOR TO APPLY ITC AIRY SUF IR IAi+USEU LOAD INq.uo LNG - LCAC-ATIOw DEVEI.OPIISENT 2. MELDED STUDS WHEN USED FOR STRUCTULRAL DIAPHRAGM OR AlCHIOR BOLT POGXETS A4D CC)Lll?W BASE PLAT"H S. :•` : .' A [;rM4 FOOTIN19 AND =�" FOR NJNE2 AND [ • � T COMPOSITE SYSTEMS' H. THE WELD ING Of OONNECT IONS FOR ALL PRECAST ELEMENTS SEJ•LL. BE IN 3.)) WELDING OF STAIRS AND RAILING SYSTEMS. ACCORDANCE WITH AYES DI A OR AIMS D1.4. ALL 104ELDERS %ALL HAVE EVIDENCE OF 4 + • a � +� I COMPANY 4.) THE WELDING OF RE INFORC LNG STEEL LAMM THAN 0S BAR. _ (XXX=XX ) C� r` * O�I , S. THE WELD IN Of SPECIAL ANCIENT RESISTiNIG STEEL FRAMES. PASSING THE AW5 5TAHIDARD QUALIFICATIONS TEST. STEE1. LEVELING F+LJITES SHALL V `../ I 1 `4 BE PROVIDED AT 1'-•.6' YENiMUil FROM EACH Ew V ALL VNLL PANELS UNLESS At * d AVON,COLORADO a. I TE]IB TO BE CHECKED ARE THE CERT 1 F ICAT ION OF THE WIELDERS, OTHERW I SE SHO`ANI ON PLANS. LEVEL ING PLATES S7 ACK ED IN UC:M OF 1' MUST BE " s 1'-0" VELD ENO PROCEDURES, MATERIALS, VISUAL INSPECTION OF MELD SIZE, WELDED TOGETHER AND APPROVED BY THE ENGINEER. PLATES iN ADJAMNT SLABS I LENGTH. QUALITY. QUANTITY AND SPACING. SHALL BE WE3JDEp TOGETHER TO EL tYl INNATE D k FF1 fi+?NT!AL {LAGER. PRECAST RE. PLAN r3)- 5 3/4 I-O I ;ar�Y'EC'i'os:nEmnu 4. HIGH-STRENGTH BOLTING CONCRETE CONNECT IONS SHALE. BE OF READ I LY 1E0ABLE STEEL. ALTERNATE STANDARD HOOK Res FI•M GONtT IILaDU3 CONNECT IONS MAY BE 511B571TUTED ONLY METEOR F.EY€EW BY THE 04G WEER. a. V H ILE THE WORK IS IN PROGRESS THE SPECIAL INSPECTOR SHALL I. DO NOT YIELD FLOOR OR ROOF SLABS AID OR TEf C-plr'NECT IONS UNLESS SLAB E'ROVIDE STANDAF;V 0'5 AT V-4" "T'RA 45%15:2.�E I DETERMINE REQUIREMENTS FOR BOLTS, NUTS, WASTERS AND PAINT:BOLTIM PARTS AN? INSTALLATION AND TIGHTENING Ilk! 5" STANDARDS �/� TEES F�,AVE BEE]I CAST AT L T1ND y£I?:S F'It€OIt TO EFRECTIaI. 6ECTION EXC4EEVS 2 1--611 Y`LtflTN ■ J ARE MET. SUCH INSPECT IONS MAY BE PERFORMED ON A PERIOD IC BAS IS ■ , � IN ACCORDANCE WITH THE REQU IREMIENT'S OF SECTION 1704.3.3. THE J. WIRE STRAND USED IN PRESTRESSING CO ATE HAVE 270 I<S I U1LT I DATE STION4GTH AND - _ 39/4 I-O' OONfORM TO "SPEC 1 F MCAT EONS FUR UNCOATED SIEVE4-W I FXf LCrM RELAXATION •• :•d :, s' '• a• . •• ••a Denver,Cdor-ada i SPEC IAL INSPECTOR SHALL OBSERVE THE CAL IBRAT ION PROCEDURES STRAND FOR PRESTRESSED CONCRETE'. ASTM M 16 R ASTM .0421. STRESS RELIEVED a •' A­ C MIHF]I SIJCII PROCEDURES ARE REQU IRED BY THE PLANS tXR STRAND MAYANS: SUBST tTUTE D AS AN OPT ION ONLY AF TER S17 .MTt',AL I:NG INTER 4 • • a i SPEC I F ICAT IONS AND SHALL MONITOR THE INSTALLATION OF BOLTS TO REVIEW. •' ``. ; t - '" " VARIES MA5111 PLANN'Ea DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN - DRAVIN TOGETHER AND THAT THE SELECTED PROCEDURE 13 PROPERLY a. LIASONRY • , • PLAN Qesrcv.�ucrrrrECi USED TO T 1QHTEN ALL BOLTS. - &. ° REs I y A. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTYA CEO, GAIVE N. BRICK SHALL PI N • • ' d- UCXX'-XX"I H�IRT HU`X�ER�ON 5. STRUCTURAL MASONRY FULFILL ASTM C82, 0218 OR C852. MORTAR SKALL BE ASTM 0270 TYPE S OR M. - .• ?! . '`.. . (2)_" CONTINUOUS NEW YORKrEWYORK a. PREPARAT ION AND TAK INC OF ANY REQU IRED PR 194 OR TEST 0. MASONRY SHALL CONS I ST OF CONCRETE BLOCK T I TH A M 1.14!ULW O)6ERESS I VE • ° *� •�I I TOP AND 50TTOM RE MSPECIMENS,MVFRCEENT. INSPECT ION Of GROUT SPACE PR 1ORTCLC>B LNG Of • •• �: a �� V2* ISOLA STRENGTH OF F'Y OF iS00 PSI BASED ON GROSS k:F�A. CLEANIOUTS AND DLR ING ALL GROUP ING OPERAT IONIS. • '. • A" .:• a I MONROE&NEWEU ENGt�'HF.BS,rNc .JOINT �1 �� > ,1E�A C. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16' ON CATER 'WITH 0 GAGE RJTl1RE TOWNHOme ANON.GOLC LkDO Y 1N IMM LADDER-TYPE RE[NFORCIFENT MEET{NHS AS":ld A32 MAS71RY WIALL � � • 4 s, � I STONE PJA,VE3ZS C. STRUCTURAL. OBSERVATIONS REINFORCEMENT. HORIZONTAL REINFORCING SHALL :ME CO%TINLOJS AROCIAD ! _ t °' TYPICAL FOOTIN3 C TIZ�T�ON RE. ARCH 4 LANDSCAPE MaGrL_N]C.ALELECix4�uENCt�EFat 1. STRUCTURAL ENGINEER MAY MACE PERIODIC OBSERVATIONS OF THE 00lZlERS• •+ ` �• ''a .` TZEI OS AT I'-6' u E ENGINEERS rvc COIVST RUCT ION, SUpH OBSERVATIONS SHALL NOT REPLACE REQU IRED ,..•. - I'IORIZONTAL 5LA6 TO mm ANON,CCCORkno D. UNLESS OTHERWISE NOTED. MASONRY WALLS SEIALL .ALSO BE RE IN['l3f?CE1] WITCH INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS SPECIAL _ I GONNEGTION BY INSPECTIONIS' AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATlOVAL. ONE VtURT1CALLY AT NAIL FMS. CORNERS. FJ�Ci SIDE CF [?QR OR WiMCOW ALL }{EIt�HT --- 1°REGA5TT3t CI�.ENGINEEB BU I L.D LNG OWE. OPEN INGS VD AT NOT OVER 2 FEET ON CE,IV I L R TIT?I CAL LY. RE I'IN ORCE]wETHT BAFZS TO MAT014 -:I • ilrcN a BacnaExsena G,n e SHALL BE FULLY GROUTED IN PLACE. GROUT SMALL DEVELOP 3000 PSI IN 28 DAYS AND Tr3JCaION LAP TYPICAL FOOTINN6 VL5?TGAL EPDXY I $w� 4' TOPPING FAIL,r_aLOL,DO 3. FOUNDAT IONS MEET AM X476. r - REI NFORCAU-TENT AT �$PEZEC AST a I SLAB WITH# loll.F. I A. MAXIMUM SOIL DESIGN PRESSURE 4000 PSF E. ALL CHAD WALLS REQUIRE A Y IN I:cRAA Of 2-#s iN J114D BEtJA AB+JVE ALL DOORS AND � i DRAIN HOARD � 9 WINDOWS, AT FLOOR AND ROOF LINES. AND TCP OF PAR:4r'ETS UNLESS OTHERWISE E3 �••� SLAB TO WALL ~ ��■ AaRZ44. � PROJECT N�3MBER 63$5 B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN AILS REPORT MVO. 02-057 NNOTTED' ;. - g��pp � CONNEGTI0N BY BY KOECHLE IN CONSULTING ENGINEERS 1NEERS INC DATED JULY 8, 2.002 PRE•GASTER t F. REFER TO A,'RCH iTEGTUERAL DRAWINGS FOR CON5IIRLK T ION JOINT LOCAT 1OAS. FOOT I1 �ET�IL as * "EI .•---,:x,""�� '-"�s, s 3 C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING G. FILL ALL VOIDS AND BLOCK CELLS 90E.IDLY WITH ►STIR X476 Cr�A1F FOR A DISTANCE ISSUE REVISION DATE ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS OF 24' BENEATH AND A MINIMUM OF 16' EACH SIDE OF ALL BF-kA REACTIONS OR OTHER aEc-rION a . 04 COAST DOC SHALL BE A MIN[MUM OF 48' BELOW EX I IOR GRADE. CONCE N RATEM LOADS UNLESS OTHERWISE NHO i ED. �: s a �" . •• ' H. t2Al SHALL B£ FULLY GROUPED BL1CI N CWtADE. ' s I,-O, • ` R ! a i EZE. 1"1.AN j FOR PER.MI 07.23.04 D. ALL FOOT INGS ARE TO BE PLACED ON F IR111, UND I STU[RB®, NATURAL SO#L 4R 3/4 J' i<. PROPERLY COMPACTED BAW ILL, APPROVED BY THE SOILS ENGINEER. SACKFILL SHALL BE COMPACTED TO 93X (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM I. PROVIDE A IH ICKENFD CONCRETE SLAB UDDER ALL :;ASOt,4RY PARTITION WALLS. SEE ' j •' D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ARCHITECTURAL DRAWINGS FOR LOCATION AND EX'T'EIiT OF *ILS NOD FOR •` 05 CONSTDOC 08.13.04 ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RED SOIL OPENINGS. ALL OF *RICH REQUIRE LINTELS. SLE LHECEIA141 ICAL OF ffiNGS FOR THOSE i' SHIM AND ° REPORT FOR DESCRIPTION OF BEARING SOIL). OPEN INGS VII!NCH REQUIRE LINTELS. MA1L130X PEDESTAL ` EiR>7UT BY B Ip ' I 4 t TL?NNEL REV. 09.10.04 i E. CONTRACTOR SHALL BIACKF ILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 B/HIV Tr= F'F`EGASTEI� •' ' a j"IA7EDaYROOFIN4 ANV AX INCH MAXIMUM VERTICAL LIFTS OR AS RECO11MENDED IN THE 901LS RETORT. REFER J. WHERE MASaARY LINTELS CROSS EXPANSION CMTPOL JOINT'S A IJ14_SMY. INSTALL w SHM_ I � a 4�161D It�J1J�TiON TO SOILS REPORT FOR BACCF I LL MATERIAL. L INTELS 90 THAT THE LINTEL MAY SLIDE ON 04E DAD. MANN NOti�.�02I1`IIC "• GIJ2 4 >k■ ,' REa ARGf. 80 ELNIAL COAST 01.03.05 F. NO BACKF I LL INHG SHALL BE PLACED AGAINST LOWER LEVEL WNL.LS UNTIL THE L05ER K. PROV IDE MASONRY TIES *HERE MkSXXRY ABUTS C�:nETE. GROUT (4)- I/2"0 AWC.f-IOR INVMTH2 i�CAST s E6 ADDENDUM 5 03.16-03 TEO BEAM LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. 4. STRUCTURAL STEEL BOLTS +• '°` j• • �� pLp J.� CONCRETE SLABS SHALL BE PROPERLY CURED. 0. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES A. ALL STRUCTURAL STEEL SHALL DJNFORN TO AST,A AZB EXCJ*T WIDE FLAWA BEAMS -�- UNLESS OTHERWISE NOTED ON PLANS. WHICH SHALL CONFORM TO AMU 992, (50 KS I) AX3 EXCEPT P IPI: OOLUMNS VIH IqH n a' CAST IN P6.A4,E SHALL OONFO M TO ASIA A53 AND TUBE OOLUk&S 13 ASTIA A500, GRADE B. LATEST ° WALT.. WITH H. CONTRACTOR TO PROVIDE, AT OWNER'S EXPENSE, COMPACTION MONITORING AS REQUIRED EDITIONS. STEEL. SUPPLIER MAY PROVIDE ASTM Ar72, G. E 50 AT HIS OPTION. Res ARrH RMWORC431UNT BY SOILS ENGINEER FOR COMPACTED FILL UNDER FOOTINGS AND INTERIOR MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 Sl EEL. SLABS-CH-GRADE. ° TOP OF OPENINO B. ALL STRUCTURAL BOLTS SHALL BE A325M INSTALLED TO A M{NIWJY SNUG TIGNH'T • I. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS WAY CONDITION. ALL ANCHOR BOLT'S SHALL CONFOFSA TO ASTM A307 UNLESS NOTED 4 �` I=�"m CONCRETE PIER d:� PROVIDE W-W'3 X 4'-O" DIE INSPECTED PR 1 OR TO PLACEMENT OF ANY FILL OR CONCRETE. OTHERWISE. d DIA00NAL AT GORNB25 4. SLAB ON GRME C. STRUCTURAL STEEL STALL BE DETA[LED AND fA9R?GATED IT ACX?>1RpA1NCE WITH THE RE: 5Gt-EDL1LE E'OR OF E .H W/tiLL OPENING LATEST PROV IS IONS OF A ISO wkANUAL OF STEEL 03.iSTR IXT ION. �C �m HE „ IZE I A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SWILL BE IN STRICT D. UNLESS OTHERWISE NOTED. USE 5TA.�lL?ARO FT'Jd ? a"" OOHdN€ECTI(WS WITH STEEL 1 0-R" • " ° 03 TIES AT 1'-4" SECTION 2 ACCORDANCE WITH THE PROJECT' SOILS REPORT REFERENCED ABOVE. THIS BOLTS PER AISC *MANUAL. OF STEEL CONSTRUCT ION TABLE I I-A kV/OR AISC SIMPLE i CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION SHEAR CONNECTION kN4UAL WITH A 325-N BOLTS JR WELDED E4J I VALENT. SELECT 3/4' V-01 REQU IREAENTS TO THE GEOTECH N ICAL ENG INFER. CONNECT I ON TO SUPPORT 601E THE TOTAL UN I F(Ad LOAD C"APAC I TY FTR EA04 G IVEN i BEAT AND SPAN FOR ?+ION-OQIPOS I TE MEMBERS.. ST E:EL SLJPPL€HR MAY SUBA!T Z B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED ALTERNATE OONNECT M DETAILS ACCOMPANIED BY r.ALCULAT I ONS 51 AMTPED BY THE TO BOTH THE SLAB AND OTHER PORT lad OF THE E. ISC L.AT ION REGISTERED PROFESS ICKAL E NG I NEEJR RESPONSIBLE FOR THE C:CtCIECT ION DESIGN � OS X i�1LL V IE16HT � DETAILS FOR PART IT ION HALLS, I ASEDDARDS, PIPING AND OTHER ITEMS MAY BE FOR ENG INEL R'S REVIEW. ' REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE 2 RESPONS IDLE MEMBER OF THE DES IGN TEAM PR IOR TO CONVECT ING ITEMS TO BOTH E. ALL WELDERS SHALL HAVE EV IOEINCE OF PASS{k^4 TAE ALDER I CM ',ELD INO SOC I ETY 0. THE SLAB ON GRAPE AND OTHER PORT IONS OF THE SUPERSTRUCTURE. STAND" QUAL I F ICAT IONS TESTS AS OUTL I NiED IN AVS D 1.1 . i •- 3. CONCRETE F. M1141MLU WELDS TO BE PER AISC TABLE J2.4 OJT :0T LESS t-.k4 31160 CONTINUOUS s CONCRETE NEARER REINFORCEMENT SCHEDULE - ------.-- ------ - F I LLET UNLESS OTHERWISE NOTED. a. GENERAL NOTES& cq A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CE]ENT. 7,�- 05 EACH WAY OPENINAS WIDTH HORIZONTAL REI STIRFaA2 STONE AGGREGATE AND SWILL SATISFY THE FOLLOWING RE:QUIREAENTSZ G. FOR ALL BEAM/COLUMN OR B£AM/8EAM CONECT+OVS. PRJJVIDE IXAIZONTAL SHORT 1�OUNDATIOIIDETAIIS a3 SLOTS IN 0"ECTION MEMBER ONLY (WIf-SECTIONS, ANGLES OR SHEAR PLATES). �-� , * 4'$" MAX (?,)-0'3 TOP AND BOTTOM *3 STIRRIIP3 AT I`-4" ` ^ CONCRETE STEW F'C MIX TYPE MAX W/C RAT 10 X AIR REO. H. STRUCTURAL STEEL SUUI'PL IER TO FU1RN ISH L INTTEL.S FOR ALL k6A,9_ [RY OPEN INGS PER ' FOOT INGS 3D00 psi STO --- --- LOOSE LINTEL SCHEDULE OR AS SHUN OTHERWISE A STsTJCTL'RAL DRAWINGS. ONE � _ -1'-00 MAX. ('31-0'5 TOP AND BOTTOM 03 STIRRUPS AT V-O' a 9 FOUNDAT ION WALLS 4000 psi STD .--- --- 00 OF THE LINTEL SHALL BE FREE TO MOVE I!]R I ZONTALLY TO ALLOW FOR 8` . . , % . O INTERIOR SLABS ON GRADE 4000 psi STD 0.50 --- ELONGATION AND SHORTEN INO. ER STRUCTURAL SLABS AND W-•0" MAX 1:3)-0"3 TOP AND BOTTOM E13 5TIRIZ1" AT 8' c BEANS.(") 5000 psi I STD 0.50 ..-- 1. THE TERMINOLOGY "CON#T INUOUS' MEANS QUANTITY. PROVIDE THE NECESSARY JOINT _ CONCRETIE COLUMNS W 4000 ps E STD DETAILS TO ALLOW FOR BU ILD INl a M OVE]ENTS. MX:tD INNATE LOCAT€DNS WITH �J - EXTT:ND ALL Ht7RlZONTAL REI T MINIMUM 2'-$" Q 51 . 0 � EXTER IOR CONCRETE (ss) 4500 ps E STO 0.50 BX-87K ARCHITECTURAL CONTROL AND EXPANSION JD iNTS. 1) • 3 to PROTECT ION SLAB OVER 3000 PSI 0.50 -- - 77" PRECAST "RACE ROOF SLAB J. PROV I DE ANCHOR BOLTS FOR BEAMS BEAR ING ON W_YJMRY U14LESS OTHERW I SE �` I PAST EVC7ES OF OE'ENIN6;, P NOTED. . .� �.! O 1 `M � s FiOR ALL CONCRETE SUBJECT TO SUE-FATE ATTACK OR POSSIBLE CONTACT WITH ROAD E�. aSALTS W/C RATIO SHALL NOT EXCEED 0.4. K. PROVIDE TE41OIRARY BRACING AND PRECAUTIONS KQESSARY TO WITHSTAND ALL c3 CONSTRUCTION AND/Oft WIND LOADS UNTIL ALL fIFLO C�'�ECTIONS WE GOI,IPLETED �y. 3/4" - 1'-0' s" MAXIMUM SLUMP SHALL NOT EXCEED 4'. AND PERMANENT LATERAL SYSTEMS AND DECKS A-RE IN PLACE. 3 Scr B. If CONCRETE SUPPLIER PROPOSES USE Of FLYASH HE SHALL PROVIDE OWNER WITH LETTER IND ICAT ING COST REDUCT ION AT T IYE OF 13 1 D. THE MODU..US Of ELAST IC ITY FOUNDATION NOTE 5: i(c�2004 42140 ARCHITECTAE, INC. !. DATUM ELEVATION 100'-0" Ef,7UAL5 USGS ELEVATION 8100'-0". Q. UNLESS OTHERWISE NO?ED - ALL SLP.55 ON GRACIE ARE 4" 1"14I6K 1.4 WITH 6X6 'x•12.1 X W2.1 WEL�7EO WIRE FABRIC. REINFORCE WALL WITH 2. [XXX'-X"] INDICATES TOP OF FOUNDATION WALL ELEVATION. a5 AT i'-O" EACH WAY i0. PROVIDE CONTROL 101NTS OR CO-451"RUCTION JO,NTS AS 9-40kiN 3. (XXX'-X") INDICAT€S TOP OF TOOTING ELEVATION. ON FOUNDATION PLAN. MAXIMUM SIZE OF SAG- AREA 544ALL NOT 4. EXCEED 225 FT2. (C.J. INDIGATEr,�- GL%NTRJL -k-?;NT). . 1'-2- X 1'-10" CONCRETE COLUMN WITH (6)-#6 CONTRACTOR SHALL. FOLLOW ALL fZEQUIREMENTS LISTED 1N SOILS -� VERTICAL AND #4 TIES REPORT. I, CONTRACTOR TO GOORDINA.TE A!L r7iME,,510NS AND DETAILS IQ> ° AT TIC PROVIDE TIES WITH ARGHITECT+,;RAL DRAi+VINGS. e • �•. TIE5 AT 3" AT TOP OF 5. CONTRACTOR SHALL PLACE (3)-#5 VERTICALLY FULL hIEIGHT OF 3/8" )C I'-2" X I'-2" PLATE COLUMN j WALL AT HIGH SIDE Of= ALL WALT_ STEPS HIGHER THAN 4.-p" IN 12. GENTER FOOTl11G5 UNDER WALL5 ANN COi_L MN,5 JNLES,5 ADDITiON TO WALL REINFORCEMENT 5440WN OTHERW15E-. c WITH {8)-314" � X 6" Ffi.A.S. t ' DIMENSIONED OTHERWISE ON FOUNDAT'ON PLAN. I PROVIDE EMBED PLATE BZ I Gi 3/4" RE. PRECA5TER FOR NUMBER PROVIPEER A7 TOP 6. FLOOR ELEVATIONS SHHOWN ARE AT TOP OF 9LA13. 13. REFER TO ARGHITEGTUIZAL DRAJ�eIriC� TUFZ STAIR FRAMINF DETAILS REQUIRED it LOCATION ' AND LANDING 51-AB ELEVATIONS. - - - - -. " PR COLUMN E 1. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED VVE TO 501L CONDITIONS. VERIFY CHANGE5 WITH 14. ALL 51TE WALLS NOT 5-+OWN ON TH15 PLAN SMALL E3=- BUILT PER „ STRUCTURAL ENGINEER. ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND EL:=VATIONS. + - 51TE WA>_L5 54-1ALL NOT BIT CONNECTED TO TrIE UNLESS � e_ • • - � .e. a a • l3. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR 16 NOTED p1'}�{TRy.iiSE. RE: x/53,1 FOR i YPiGAL L,44NDSGAPE Y*IAL� e � m NATUf2AL GRADE AS OUTLINED IN SOIL5 REPORT. ON PREGA5T DECK. � � . . , _,J w 15. SL PE TOP OF FOUNDATION LJAI-LS E;E+�iTEE�V ELEVATIONS 51-SOWN ON PLAN. _ . - '� � - I - �� .- � O I .i , PRECAST FRAM:1kNCz DOTES: - # x It I u • FOOTING Akxx X'- " INDICATES 'OP Ci!•r P EGASr 51_AB ELEVATION. ALL 5LA.55 5.A_L .- TO COLUMN O I FOOTING SCI�--IEDULE 1 SLOPE BE-%YEEAN ELEVATIONS 5HOWN ON PLAN, Il �„i 1.4 I GL05Urt F�01UR i TYPE SIZE REINFORCEMENT NOTI_S 2. RE. ARCHITECT AND C:V - DRAW IBS FOR ALL FLOOR DRAIN LDGA.TIONS • AND OTHER SLAB ELEVATiDI�S. IO V4 `0 RE: PLAN FOR FOOTING- a 14 f A i A &'-0' X &'-0" X 1'-4" (6)- 6 EACH WAY 2 ' SIZE AND REINFORCEMENT I ii/2u I OLATION i 3. RE: MECHANICAL_ FOR A;_L M-GHANICAL OPENING5. I ^ V -7'^O" X 7'-0" X 1'-6" (e)-#6 EACH WAY 4. PRECAST 5UPPLIER SAAL_ P�OV!D1= ALL EMBED5 REOJIRED FOR 5TEEL FF A.I^':ING ! 14 1/4 t' NON- HRkNIC � • •� .° VJ F•�1 *� �-� GOT+NEGTIOI`5 TO PRECAST GO NGRETE OR FOR GA57-IN-PLACE GO"IGfZE1 E GROUT �.y t f/C 81-0" x 81-0" X f'-8" (0)-W7 EACH WAY GONNEGTION TO PFRECA5 GGNGREI E. 2 1=NIBED PLATE o . Y o :- .• 42' ev. o. O •O•'�` d0.•A • - t •e o-_ BY PREGASTER J O°off "�paQ, • d v • . . DoP.i?0'Do°.(I U �1 O - 8'-q" X 8'-q" X I'-i0" (10)-0-7 EACH WAY 5. PRE6A5T MEi`48ERS SHALL BE DESi&NED TO SUPPORT ALL LINEAR OR GONCENTRATLD � � � • . a • 0 i LOADS FROM ABOVE. r-:F: L,'?AE?INO PIAGRAMS ON SHEET 53.3 FOR GON4r_t RRENT UW=OR 318" X 4" X O'-JO" PRE(S,,19T {SHEAR + . q'-3" X q'-30 X 2'�" (q)-#8 EACH WAY LOADS ON SLABS. � \ E PLATE EACH 51DE WALL �_ .. -.. 4 I d a•' a i ' a d i XXk D SERVICE DEAD L CA, > REAvTION `O PREGA5T MEMBERS ; i9 • . ¢ • t ; . A �� F 10'-3" X 10'-3" X 2'-6 (io)-#a EACH(i-# WAY XXk SERVICE LIVE LOAD REACT GV TO PRECAST MEMBERS -_ - ' I -7" .I I ti . dr . ' O (LINEAR LOADS ARE- GIV=LN iN C P5/FOOY) �__...�- - ; 5 \ G 10'-6" X 10'-b" X 2'-6- (11)-#8 EACH WAY ` •` n i 6. ALL GA5T-IN-PLACE GONI--RE'-E k%ALt S APOVE~FARE{ ST 5LAB5 SHALL HAVE 0.5 IC/FT LINEAR �,/EC� ION 2 ■ � ►�j N 10'-q" X 10'-q" X 2'-6" (12)-#8 EACH WAY DEAD LOAD AND I k/F- L I NEAR L ti'E _OAP. - \ - - '� 3/4* = i'-O" Ilr I!,,,f, -1 I„ 11-11 „ 11 �i O10'-6" x 10'-60 X I'^6" (q)-#8 EACH WAY - {- PGG 7CX INOIGATE5-1='R.EGAST GGNGRETE SHEAR YVAL.15.`-ALL• PANEi_5 SHALL B DESIGNS© 70 -- `,SECTION A-A RES15T LOADS 1ND:GA"ED ON PLAN. ALL LOADING 5HAL1 BE APPL;ED L ON01TUDINALLY. % W 0 FTAIL 1 ' 8. UNLESS NOTED OTHEFZi^i15E, ALL PRECAST COLUMNS ARE 14" 1C 20" (`ZEs - - - - --- 4. EDGE5 OF ALL PLAT S_AB5 Si-1AL' HAVE SHEAR CONNECTIONS AT 8'-O" O.G. tMAXI`�iUM �]ldl4rl ;-_ 1 3140 1'-O" AND ALL FLAT SLABS Si�ALL TRANSFER THEIR LOAD THRU CONNECTION5 TO 5F+EAR }^IALL5 FOR THE LOADS INDIGATF-P. r 'O. [XXX'-XX"} tNDIGATES TOP OF CA57-- N-PLACE V4ALL5 ABOVE PRECAST DECC. j ! ► �I � .� INDICATES GA5'--1N-P_A!,E WALLS t)/L�!„ + `, �l�a A t #, RE: ARCH, FOR VERTICAL 1 m 1 p ' 4 • aU I l ii I na J DIMENSIONS OF OPENIN60 IN 1 3q -� 314r 3 • A 3]� ��(r! = oWNFx/DEVEIAPE� SOUTH FOUNDATION WAL_ ,f -� # ,1. `� 26'-I f/4" y ��15` •� 2, Ire" " " A2 VAIL RESORTS I iy�_-1 1/2 � 3 1 g `1,�. O " � kb „ 10'`Q" SA � „ � .. _.._ .-. 102'-Cl 3/4" - Icli 1/2 5,_5" II-eA 6'-� ` 4 ' �5`.\ 3 , r ' !- DEVELOPMENT 1 COMPANY 40'_,40 40'_¢ 318" -2„ 0 .4„1 AVON COLORADO 10 - --�_.-_- ---- ------ - - --- + S„ t S'-� 112 aJ [llb''� ! SLO tl1 5A , �'-11 7/a" 13' ^j Vim' 2l'-I ^[/g" [llfa'-4 ^I/ f7 0 '�� , ` y Y-1 _ - -f •. \ So�Y \ 1i"] ^Il f/2 -f'-3 1/4' I 8'-O" IG'-G 3/4' 8'-8 I/2" -A "rib' i'-5• '-O t!b°a �_ '_p f/8"� 8 I/4" 51b" ..- Lr _ _•:- - ,�L_. I - x -".f ,� �- p✓A }O - ///"�! ` T' - 2 8 8" I, $/II 1 1 � ' �.� - r (�D2'- 1C?` 3 ti rte' _ \1 '1! ✓' J - _ AR(]{iTECTUIIE {III`-10 X18"] 5 I/ [II-I'-5 314'] 14' 1 -� + .: _.--1 ": X11 { ','`4 11 5 L 1 /5� Denver,Colorddo + - - � - - .JSi� TpP OF k�,L�- _� j � � . - - - _.._ - $ � 53.3 '' SLOPS e� 2 `�'�� _ i '•�� °1 pP pF � _ 1 ; 5�FppT hiEy " CG 22�k � y'-fy lb `.i- r ntnsTi,s es.nr�ur� [117' 10 8"] - FEE j .s. 4 4 l r DMIGSAiQ117z'1�G1' TI -Q �i - - - - + I - - - - - -- { T I'f- r y v L -- 41 1` 1 K�N �`V�.LI- 1 [ _ �- y =f 1 T 3 (' - - -i 3' 3 3/B" _ ' $ `- 1 - - T «x- `� _ -- r ' r �- �_�- ti T UNl 1 f �` ti - 1 r �, HART I HOWERTON OPENING-a IN WALL ( ) � -.r. 1- i F� _ r � ,�; y f, - .) 6• (VERIFY ALL OPENING 5i O i �r `�_�- EP BOTTOM __ , y� _' 4 `• y3tJ _.� NEW YORK,N�WYPRK WITH MECH, AND ARGHJ �' `� � r O Ft20TINCa L- � ' 1 7' _ - - _ - - - ;f . �� iGl6'' r (103 1 1 G.J. !� - r I "` I 3'--3 : 8") 1 1L c C - - - T-- - j--- ---_-`_ - t~ rJ 1-0 � S AVON,MLOA i IN a- TOP OF 1 d. E p S[RUCru ENGINEER 11 '- 1 51 1I � s " Q� � BdCWHOE R NEW'FLL E1�lGJN1EB3,L�iC �.. L - r : I 4 3'Bf' - T e P-OF ") +` 0G ") F _ " - .�NE� 3 -3 3/ "1 . I '-3• 1 i FOOrINt�' B FOOTING 53� I f0" I 5� 1N6 �?' {y0 J ° ±',iP - ' J (1a4�-D I I STEP - o �° !11HGHAT ICAL ELECTRICAL ENGINEER [11W-10 I/2"1 `. x - - p F L _ _ J L J } i ;p-•i 1 M E i:i�I Git� IIvC I r' I : TO O L - - ;I - - J ; THICKEN SLAB T �> (103'-a 3/8") �� 105'-O") L } 5 i AVON.COLOMDO h STEP ; LAB Ili (104'-3 3/8") i 6" AT UNIT WALL T '71771 ? �i I PCC 215k G I V4ALL I lit � _ ry - i ) 1 AIr4'.BG f1tL�G,fNC STEP BOT OM SIT BOZTG� _ IL I ATTACH GOtVGrT>~ _ 1 a3.1 OF FQ0 0� S STAIR TO SLAB T (1D 5 VAU,COWLADO i Q OF FOOTI G WITH (2)-#5 XI'--O" I EP ..I 1 5TE BOTTOM 1 ` gt0 S• j 5 T EPDXY GROUT 4" I 14 OF Q071NG _ INTO SLAB I G I r b 0 I 5A 4' x 20` PRE A57 - 1 PRO EGTNt;MBER 5285 k -1 CONCRETE GOLUMNf- ``,- - - --- - � r - I - -I � [u6'-la 1/4" � ' � � � 1, �t � • � ! ^� (1� I ] <.. fr - I 11, I I 1b I 1 I I 1'-O" DEEP - �(!O'�'�' } 1 - - L kOUT DATE r � �� - - - ---- -- I ` --__ - r -- •- -� - ��- . :- I � � i � I ► 1 � •t I12" 0�4 CUNREYIDSOION �- py-2 10 \-- 1 BI I l I i I I , ,�'_6 ) p of I i E E D L - - - - J G 10 TO FOR PERIWT 07.23.04 WA� r--. 105'-3") (105'-3") � (10�'-3") � � - (•05'-3") ( (f '-0") �., � � 's �- � I r 05 CONST DOC 08.13.04 STE Q - I 14' }C O" GA51' IN PLAGL r = I [121 -6 ] (TOP GONG ETE COLUMN _ /5A TUNNEL REV. 09:10.04 :1i1 O F L GE-E RE: TION 1152.10 I i 51.0 1 I __ t MT1 TOP 0 C OLUMN = [116'-1 3/4"] 4" SLAB ON RA_7R � la-� 58 FINALCONST 01.03.05 G.�l W_W.F. O 4" C_ tll �5RAVEL ASE 5 AL�I3ENDUM5 05.16.05 _ ' RE. 7/53.3 12 R �-' I'. _ " - � I I Y�AL L AND OOTINC� �j < ,2 -� -i= t~ REINFORCE ENT I 1 t PJ"7 �r 9' Wl©E X I' DEEP f PR IDS VERTICAL CON TR:�L - 5�-C?•I -2 [ ] B OGKOUT AT `UP JOiN AT INTERIOR SIDE OF i ;1 1 -D 3/4 O WALL (2„_: I:S3.0 RE, CIVIL FO , SLA3 AT I AST-IN-PLAcGE P LL5 STEP 31 I 1 "1 WALL STEP >= io6'-8 7! " 1 FOOTING S I - " A -O" MAX MUIr1 S AC I NCB. . I - i • ELEVATIONS AND AL:O- WAL!_ .JOINTS W1T11 LL- �- TO OF 6 �, TOP Or SLOPES NOT IiOW� RE: 4/51.0 r B SLAB I' S SLAB JOINTS A801/E. r _ -1 ' `; +105' 15/8�T- 3 [I 6 /4"1 L - - , _ - - -(�- - - - - _ , - - - - T/ - - - - - - - - _. - Z - _ _ _ ,"h�- � _ . - - - -- - - - - - _ (i05'�I5/8") - Y i ! A - _ (TOP OF ii'-4" SLOPE TOP OiF P�iALL I 1 till `� � (� O• LEDGE) WALL STEP 5-7,-0, I A I 0 1 i I 13.i1 4° 1/ 1 • 126`-O" + i I 16'-& 5/8" 23'-O" 23' O'. �' II 5/Ba° lo'-6 318" ! 13'-l0" b'-2" I 17'--O 1/40 I 1,4 2 3 4 4.2 4,5 5 5.2 "1 BUILDINGS 1&2 'rUN1VF.i FOUND A1TQN PI AN UILDIN 5 142 TUNNEL 3 ��N � �N PL AN x �'� �' , �: r r r t� - 52 " 10 c • J- o � •Q• N b "l ®2004 42140 ARCHITECTURE, INC. PRECAST FRAM[Nof I. XX" RVICAT S TOP OF PRECAST SLAB EiEVATION- ALL SLABS SHALL 6, ALL CAST—;N-�..AC� GONGR1ETl� L�IAL�_5 A�3U1/E wF.EGAST �i+��35 51 IALL HAVE 0.5 It/rT LINEAR SLOP>�? BETWEEN ELEYAT1dN5 5;401-iN ON PL}4N. I-eA-D LC/G A10 I k/PT LINEAR UVE LOAD. 2. RE= ARCM111 0T AND CIVIL- PRANIN&S FOR ALL P LOOR DR/&IN LOCATI0I4S ANI7 OTHER SLAB 11"AT10NS. `7• PGG XX 1W10ATES f'1r:EGAST CAONC*ETE SHEAR k%IALL5. ALL PANELS SHALL 50 VC-51&NEb TO 3. RE= WPC 4ANICAL FOR ALL W50HAN16AL OPE IN&5. tRE5f5T LOADS INDICATED ON PLAN. ALL LOADINd SHALL BE APPLW LONCATUDiNALLY. 4. PRECAST SUPPLIER SHALL PROVIDE ALL E3-V>aP5 REMIREP FOR STIR FRAMING a' Ln -ESS �k>rEO OTHERN15E. ALL PRECA5T COW-MARE ARE 14" X 20' (l= SECTION V510) CONNWTTONS To PRE-CAST GO-ReTF-± OR Ff3r.� CAST-IN-PLACE cGNG1�TE q. E�O.y OP A LI- FLAT 5LAE* SHALL WAVE E44EAIZ GONE T1 ON5 AT W-Ow O.C. MAXIMM CONNECTION TO PRECAST CONCRETE. ,'w',ID ALL FIAT SLABS SHALL TRANr-fir- R T•IEIR LOAD TFtFW GC3Nt4E�.TTONS TO SWAR KALL5 ��1 FC1R THE LOAD INDICATED. 5. PREGA5T 5�,1-IALL BE DE516t&�7 TO .�PiOR7 ALL LINEAR OR GONGENTRAl'ED LOADS FROM A WYM RM LOALMS D1AuCARAMS ON 544EF-T 53.3 FOR COfCAARRENT UNIFORMIV. C.,<XX.-xKvl it•1DICATEs TGP OF CAST-iM-PLAce l-•iA .1.5 Aaeovr= PRE-c-A5T mcx- LOADS ON SLABS. �:x- WICATES CAST-IN-PLACE WALL.5 r � ® StERYICE DEAD LOAD REACTION TO �T tt2viEWPS 11. ita>ioATES 1'-O" OF R161D FOAM (4o Fs4 MiNI"A9 UNIPM SOIL COVER. AREAS WITH V SERYIGE LIVE WAD REACTION TO PRECAST METES 5A LEA TT•IA14 1'-6" SOIL COVER DO NOT RE•GZUIF FOAM FILL. C) (LINEAR LOADS ARE 01VIEN IN KIPPSMOOT) W 0-1 in > 1 A '10� W � tT- w o tr � V t W A t uo W ION W > Ili U C/) 1 0 t � Z ulldit�c CIO�ITION 1 t I 1 � s o�'n'eR/oe�'rZOrEte ' 2 3 " 8._In 2' 4 k ' " 3 s ' VAIL RESORTS ' * aAr k0 I�r 1--o 1/2 -1+-•4 5/ DEVELOPMENT to MIFORM LOADS 00N0I140N 2 GONDt7fUN 1 CXPN TlON 2 r 3 t " 5TH ' , COMPANY ON PRECAST S I -7'�•¢ 5/B rQ V8r g� ICE= 53.3 It I P�'-2' W-S 1/2" 6'-:x" 8'-1" " 10'-10 I 3 T gY� A 5<A r AVON,COLORADO J. �E. G1YlL FOR tBLOGKOUT 2'•-O 1 5L-Ag I a4+1 ,A uec��rrECr c RECORD Y- i r LOCATIONS AT TOP OF 3 . FOR k4ALL Z� t� 5 - -5 t - 1 2 t 5 4 3 3TEM WALLS :. 51A N S �a1�i'1�c'R�t�E ` r 51 IIt3 3/ A Denver,Coforad0 118$ 7r 8 I (RE. AR A4. F-UR 5 WALL, i �'� i/8] ! r r J [ r a i ✓fZE d LGC-AT'1O?� b - 3 1I-r'-10 -ri8" &L.���Ea 5 t 14 I f t DESIGN ARCIfrMCr r _ _ 118+-10 I/2" _ [120'-io 1/2"1 ' - _ -- - _ 1 T1�RT HUWERTUN 5 4" P RBCA5T 5 _ _ :.__ w.. [123:3] FIAT SLAB s 3, G14'- 3/B"] ! °r tK NE%YOMNEWYORK -- --— .-- -- .--— — — -- ._— STRUL AL ENGINEER ry t l ,— - ; -- -- - �� — u Y _ _ r N,G [� - '� _t- — 1' 1 " 2'-1 318' ® O _ " 1 A9ECIiANICAI ELECTliIG�l EvGitiEP1t I ON _ __ r a M-F.ENGNEEXS,nvt I 4`AL.L PCC 2 5k _ 9 PKE+GA 5T t -6 - ... . nvov,cfnaR.,DO I 51.0 g-�P 0 1 L - _ T S�.IS r r r CIVIL ENGINEER — s " -4 r t s r s - A T%4 ENGNEE N LF RIV � G• g raT r � � I r . � t 9 PRECAST r r° COLORADO ONi. _ T -t3 t _ a Fl..A �..ai.AE3 � .. IA Y r + r " Nn UP ONLY I 0M- r - J�' -3 t� i --6 I -$ _ ON SLAB 4 ON 51.1 . . . 1 8 g+_.p ._ ONLY _ _ :•:1•::•:•::•.:•:: ... ... � PROJECT I�"1JMBER: X85 - l O SI_.�°aB ,p :r.' 1k L 5 .ifs. 55.1 -- — - - -- - -- - - -- - - - .. - __ _. — - - - _ — — -- _. — - - - - y----- A .. ..... .... 116' :: ISSUE REVISION DATE r t ......... ... .�.•.•.•:.•..•.•..•. T � - --- ... - -- - - - - — . " _. ��— 4..... = 04 CONSTDOC r .. ... ... ........ 118--8 5 ...... ._... ... .................. 2 A " T� FOR PER1 tIT D7.23.04 _ _ ►O i ....... ...... ........ 'CJs rr T 1 [120 � �.O --3� - '-141P15� �PR�G.�i4� t � 'TD .� . lr9pNlfN• T...: �y[lr 05 CONS OC 08 3 04 .... " + r 6TE �} T. a t t P t 23�I 1? .: L� ::':::::::::':::::: T r I. G WALL :?2 [ A R. F1-p` TL I�NEL REV. x910.04 i i 5TtEP Y .iDF % 1 .. .. _ .............. --.-- - .. - t � f ral. ,l4 t FINAL CONST Ol b3 63 :. A...... :j2.. � p r. FL +a u:,e�.. r -�. = .. .•: .. .. .............. .. .... ........ ...... ... ..... ........ ...... �:As��N�:Qfr�-: .�� ��1J5 /\ADI)F-NDUM 5 05.16.05 .... ............ . ........ a .. .. .. .. . . ...... ... .. .. . .... .. �1N3;'GONDUIT �ialRL � ..... . .... .. ... ..... .-.. ... ........... ,xTl' t Ilb :i ..-.. ......•. t 9'-O" 50J ICAL J r i - ANEL JOINT) (TYP,) r ■ 119, � `-"` r � � . r 5 [I2 -1'7 r r�-_~'ry p_t` f f sue-f,� y{_ ;f«�.'.7 f i'`,'• f ° Z .t.? r y.:• =e" .`_ _/� off'-_I'.'r%f!/ ✓ . ? _ i f// .fA / s� /.T. • S 10" E-MWOIURAL 5L.A1:3 - WIT R "5Y 5p-se TO ��' Burl DrVCS t8e2 Y.AdM REINFCARCIN6 a 1 lJ'vNEI.FrZ�3[i'�IG PL{2•! � GONTCZAGTGR NOTE. NOT'Ea �;3�•:�`�`y .' .°� A 5U1LD1N6z& v4- �- GON TACT 5TT•�•UGTiJRAL ET{rI NEB Fflf� .�L.AB STEM WAallS OVER P1a:ECAST R�DE516N IF TOP OF �4Ir IzINF3 WALL OR SL�aB AT UNIT Pi.t—MT�2 ` LAY5ACK 15 MORE Tl-" 15'-x' FROM OR 102 " ARE f17URE WALLS AW ' m ARE � FOR F'REGAST r-fRAMINr.:; FLAN -� 52 . 11 CONCRETE DESIGN PUC�S�O�r 5 V8r Its .��� ONLY. WALLS AF.E TO Ee ' CONSTRUCTEV U1Jr�R aI=PAP.ATE � � f'F3ZMIT5. a 2004 42140 ARCHITEC`URE, INC. FOl.1NDaTION NOTES: FRECAST FRAMING NOTES: I, DATUM ELEVATiON 100--0' EGUAL5 UPS ELEVATION 6100'-0". GI. UNLE55 OTHERW:5 NOTED - ALL SLABS ON GRADE ARE 4" THICK 1, X'-Xx' INDIGATE5 TOP OF PREGASIT SLAB ELEVATION. ALL, 5LA55 SHALL 6. ALL CAST-IN-PLACE CONCRETE WALLS AWVE PRECAST 5LAB5 SHALL HAVE 0.5 k/FT LINEAR [^11TH 6X6 VN2.1 K ;�2.1 I^tEL.DD V•IaRE FABRIC. SLOPE {3ETVNEEN ELEVATIONS SHOWN ON PLAN. p[_Ap LOAE7 AND I k;/FT LINEAR LIVE LOAD. 2. [XXX`-X"] iNDfGATES TOP OF FOVNDATIdN `ryAL_ ELEVA�-ION. 10. PROVIDE CONTRO_ JOINT5 OR CONS1TZ11GTIOIN JOINTS AS SHOV•iN 2• RE- ARCHITECT AND CIVIL DRAWINGS FOR ALL FLOOR DRAIN LOGATION5 AND OTHER 5-AD ELEVATIONS. 7. PGG XX INDIGATE5 PRECAST CONCRETE SHEAR WALLS. ALL PANELS LL BE DESICNED TO 3. XXX'-X") II�fGATES TOP OF FOOTING-y ELEVAT:pN, ON FOI.NVATiUN P_.�N, I•!Ax t�I.,N: 5'ZE OF EfaGH AREA SHALL NOT RESIST LOADS I1rDIGATED ON PLAN. ALL LOAPiNC3 SHALL BE APPLIEi7 LONGiYV©WALLY, EXCEED 225 FTa (G.� . [WD GATEy CGNTROL JOINT), 3, REr MECHANICAL FOR ALL MECHANICAL OPENINC-9. 4. CONTRACTOR SHALL FOLLOW ALL REQU+RELENTS LISTED IN SOILS REPORT. 11, GC>NTRAGTOR TO ..G'ORDiNATE AL T � L DIMENSIONS AND DE .AILS $. UNI_E55 NOTED OTHERWISE, ALL PREGA9T COLUMNS ARE 14" X 20" (RE= SECTION I/51.0) WITH ARCHITEGTI,P.AL Di�AWItiG-�S. 4. PRECAST 5UPPLIETR SPHALL PROVIE>E ALL EMBEDS REOUIRED FOR STEEL FRAMING i 5. CONTRACTOR SHALL. PLACE (3)-#5 VERTICALLY FULL FIEIGHT OF CONNECTIONS TO PRECAST CONCRETE OR FOR GA5T-IN-PLACE CONCRETE q EDGES OF ALL FLAT 5LAI35 SHALL HAVE Si1t,AR GONNEGTiONS AT $'-O" D.G. MAXIMUM WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER TV 4'-p" IN 12. CENTER FOOTING_ VtdDEF2 Ir;f�,! CONNECTION TO PRECAST CONCRETE. AND ALL FLAT 5LA.8S SHALL TRANSFER THEIR LOAD THRU CONNECTIONS TO SHEAR WALLS ADDITION r0 WALL REINFORCEMENT SHOvJ1N OTHERi`11SE. G LS ANp COLUMNS UNLESS DIMENSIONE© OTH=RBI 5E ON FOI:NDATION PLAN. 5• PRECAST MEMBER5 5HALL BE PE51eNED TO 5UPPORT ALL LINEAR OR CONCGENTRATED FOR THE LOADS INDICATED. b. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAE3. 13. REFER TO ARGH[TECT'JRAL CRA6y1NG5 FOR STAIR FRAMING DETAILS LOADS FROM ABOVE. RE= LOADIN10 DIAGRAMS ON SHEET 53.3 FOR CONCURRENT UNIFORM 10 [XXX'-XX"] INDICATES TOP OF CAST-IN-PLACE WALLS ABOVE PRE=CAST DECK. AND LAMPING SL A.ES FLEVATiONS. LOADS ON SLABS. INDIGATE5 CAST-IN-PLACE WALLS II 7. FOOTING-y ELEVATIONS SHpt,NN ARE MAXIMUMS A1ND MAY NEED TO SERVICE DEAD LOAD REACTION TO PRECAST MEMBERS BE LOWERED DUE TO SOIL GONDITION5. VERIFY G'-IANGES WITH 14. ALL SITE WALLS SOT 5HO1,N ON THIS PLAN SHALL. BE OVILT PER XXk DL STRUCTURAL ENGINEER. ARCHITECTURAL LANDSCAPE cnLAN5, LPETAIL5 AND ELEVATIONS. XXk LL 5ERVIGE LIVE LOAD REACTION TO PRECAST MEMBERS 1 ✓ITE WALLS SHALL IrpT E:3E GONNEGTE-D TO THE BUILDING UNLESS (LINEAR LOADS ARE GIVEN IN KIP5/FOOT) 8. PLACE S1A3 ON GRADE ON STRUCTURAL GOIfPAGIED F(LL OR 16 NOTED OTHERWISE. ETt 7/53,1 FOR TYPICAL LANDSCAPE WALL NATURAL GRADE AS OUTLINED IN SOILS REPORT. ON PRECAST DECK. 15. 5L PE TOP OF FOIJN.ATiON INA,Ll.5 BEINTEEN ELEVATIONS SHOWN ON PLAN. O / 3/r3' x '-2" X 1'-2' EMDED / PLATE V4TH L'6)-314" (P X 6" % 4A.5. RE: PREGA5TER FOR O a '4WF3�R AND LOCATION 7• 318" X 1'-2" X 1'-2" EMBED om FOOTING SCHEDULE PLATE WITH W-3/4" m X 6" RE; PREGASTER OR TYPE SIZE REINFORCEMENT NOTES NUMBER ANO LOCATION A 6'-0' X 6'-0" X 1'-4- (6)-#6 EACH WAY 0 -7'-0' X 7'-O" X 1'-6" (8J-+t$ EA WAY " }" ;i v r H 4 . G 8'-0` X 8`-•O" X I,_W M-#'7 EACH /4AY °• ° •. QW_q" X $'-a" X 1'-10" (10)-#1 EACH k4AY _ E"IEIED 'LATE BY d Z " e" I °• 3/6" X 4" X 0'-10' PLATE W w OE q -3 X q'-3" X 2-Q" C�V-#$ EACH V�IA.Y %D "+ EACH SIDE !� 318" x 6° x 0'-I0" 0- Z' 10'-3' X 10'-3' X 2'-6" (IO)-#8 EACH ;qAY PL AIE EACH 51DE O10'-6m ;K 10'-b" X 2`--b" (1U-#$ EACH WAY 10' 1/4 . " --PRECAST SHEAR HALL PRECAST SHEAR YVALL V4 10' I u ON IO'-q" X IO'-4" X 2'-6` (12J-#8 EACH WAY • ` _ h� OI I0'-6" X I0'-6" X I'-6" (Q)-#$ irAGH WAY - - i/4�"Y_ - - 1/4 14' �'- ~t` M■"� 2 6ECTION T IGaI- , S C T 1 ON 2 a : 3/4" = I'-D' P.RGH Fa EPt1N 1N ) 3/4" 1' O• #�r 3rd' 53 pIMH OF N IrtAL1- / ►. /?1 3 � 1 i 3 1C3 VAIL RESORTS DEVELOPMENT , o � 16 - COMPANY �`� AVON,COLORADO t6 ec rmcTOFRecaeD 1/2 ti1�" _l} tl� 5"� 4 3z 'q'-O' '; 3 tOp O ya L� r I 7• 3 "7 P� Y 33'_3 " 5 'J 3`1•'8 3/4" z I -O" ,`0'� r0" � � ,L-_ �- a -� lI� 3A 9r- U- f /`y" L g(�1 3 N - w F: ~ ` - m I Q'- f L�ti3'-5 3 26 �� al OF r d �O AncruT>cTUI O t/2" rp " ' 1 y _ 8'-O I/$" 1 6' �elF ` �,-p V� 1 X113'' ' ��13'- T 510 ! 1 0 D®rner,Cobrado �6'-► !/4" $•_p" J 1/3� i;i�'-a 3! �[1I5'_6 1I2"3 [:;�'-'� 3 C14� 112" q 4' $ }' ' ` G�DE - O ' 1 V1 pya L ncrL�.v�Ia �'. 1. 6-V -. [1tb''v"' I 10��� r;� _�-/ _ + At y t �9. �I��'- .'� r x - r 1 F OF / _ �- I O .� a ' ° IIART� 1-�OWERTON - 3.i NEW YOM NEW YORK �� I I o 5q .� `� - fl r 1 r �,�-• �- � � _- -{ '�1 8 _ t' `a''tt"'�'''r' �a� "� _ -�__- ,� r sue, � [ - � � �` [ � � � f'� - ` 1 C9 9 i r` - _ - -dj -_ � 51p i S [11p _5 l/3 - `�- f --� y P�.�t' (s02 -3_3�(C rt ft ,:,: �• �! " "� �- --`- (7° s 3! } ► i I ;.� i I t(1 '[ ;,r i I S'[RUG'ULALLMGL�T�tFFR 1 ; _ f _ ` r f J s *►J`; g� g P� ' t q .S I- i , N; 1 ?�1 _ O TOP �P 7 I,A TER t I I i MONK&NEa�T c�GLNLga i,LNC r �- r r ' " '� } - _p r r ! \ '3• z - tG OC'� ,/2"� I I AVGI'ICOLO1l.9D0 OIL NECHAA7CAXELECTMCAL&NGIN I* ,� ,�r p - log' _ P of I , ► - - _ yt�e �, '� of - -- -- MEENG:NEM,INC 02'_x" ` _ 9 - - Y` r✓I M. , i ' ON,COLORADO ��? , St~'T I ��`" I - _ , 5y✓ G.J. ` w', _ (�� ¢ M 'G.J. i - 1 1 Crva ENCINF�1 " -` `- - - - { E-.} Op ; ���6 '?F I _ q °� 1 + r _1 l_- I I+ Al2DIR L•'NGlNMUKING,iNC. STEP I r } f TI iIGK N SLPcS i \�}7 I N I I .. 5i j �G 2. T I L I - _ ( I -i i I VAD,COLORADO g0 TO VdALL L E NG STEP ! I _ _ • 1 - 5T ;riA ATTACH E . �_. F I , �� I I �O (4 -4"F6 TIN6 �1 !' ,` B� i• r i D n0 UNIT I D I I I: C _ F 1 =i� P 6 _ I I O I r O CC 221k I [lib /8`7 - GONGRETe ',TAIR - �w - J I O - - _ I I [I14'-3 V2"] y L. _ - I l �._ , - [IE4'- 1/4"] ; SCI I 0 �` , TO SLAB "ITH (l02 _a 3/$") Cf02 -3 3i3") ! I 3'-O"I '1---- - L [[t 4'-O I/2"] _ PROJE(,T NUMBER. 6285 I r'1 '1/ " ) --- - _ (102-�1) TOP O RADE L3EAM 1 _ E r P. [.15^ 11 S _ (2)-#5 X " I - 1 'I' dy --- - O LL 5T I I' B" FOQp1N6 4,oxy SRO,UTED 1177/�77TjT7 I I ! q I3 1 '� WALL STEP ----- 11 [SSUS REVISION DATE _ STEP D I �' ul! 53 3 3'-o I r - - - 16 r > - - A" X 20" PREGAST - �- I _ - I 1 , - BEAM ' i-�-4'-,O" DEEP -„ �__I'_ --� - 1 Q f- - - - _.., 04 CONST DOC I {" GON CSC TE GOLUM -- GRADE BE M - 1'-0" t EEb I r j I I i I I PCC 1233k T I ;.) I 1 I I 1 I I I w, I I [ (TYPIGPCLJ I (102'-O T P O� �t FOR PERNUT 07.23.04 �I rn I I I i�GRADE BE4,Iw1 I S33 ! 11 BLOCICptIT - 1,n _ �- I I G.J. I - -- -- -- 1 I _ -�_ _ _ - i' DOC �. i E 05 CONST 08.13.04 PEER -- - - - - PCC 0/K j I gA TUNNEL REV. 09.10.04 OF ol -�" 1 I I I I E O I L - O L , - - - J O L _ - - - J O L - - r I 13L KouT O L r .� - - J O O I t.J 1, - r J O 58 FINAL CONST 01.03.05 _ II _ �- �. � L. - - - __ J ! L - - (104'-O") _ _ - �J 6'-O' CHEEP I I - _ - �'-b"1 (102'-11) 7" 1 (103'wb°) �,l03 -3") (aa -8 ; 1 (46 gip) CRAVE BEAM 53.2 1 (�ib'_p") I (aa'_6°) 601' _a,; 16 ADDENllUM 5 05.16.05 r SID 1 53. ��� TOP OF 53 I TOP O 1 51A ! 1 SLAB + :�' .SLAB r 5 5 4" S=A5-ON RADE I RED N11 GH. ARCH. I I ! ' G.J. RE: GIVI FOR 5I_.AB I LOW P iNT G.J. EtEVAT - :��:� �. la.! _ I - - - PCA73SFO� I�TG4- gA r ,.- ;�1yK-I<. ON r SLOPES 7 SHOWN I AND BOTTOM QF WALL t I GRAVEL 13 SE I I 5LOP15 SLOPE ! 5LAt3 O�1 6FZA[�E ! OPENINGS SLAB I 5LA13 ! SLOPE GHAtiC�E t} ; SL-AE) ON GRADE _ r I PROVIDE VERTICAL 6ONTR6L E 5LOPE GWANFiE - TRENCH RAIN 1 JOINTS A INTERIOR 9[DE GF I% SLOPE 395 SLOPE � S'- '-O 1/4 ' 1 a'-D" $'--O 3/8" 9` 5 I/8" � "4-" IZEr CIVIL. 395 SLOPE ;IRS SLOPE 1 I ALL CAST-IN-PLACE WALLS - �- � ! [ i4 - I05'-2 V2' AT 18'-O" MAXItiN,1M 5PACiNei. P OF HALL TO�' OF WALL WALL 5T P 8 T OF 4NA ALIGN LL JOINT5 WITH ! SL PE GF!A�IC [I I�' a 1/2'] S!_ PE CHANGE 2' 15 51- PE G; TOP OF SLAB F ° I J - , , MALL 5T P SLAB 5+�++8 �OI T5 ABOVE. P /8 ) Gt4 " [113'-11 I/ _ __ - , - M _ - - - - - - - - - _ - - - __ _ _ - - w - _ __ - - _ , r - - - - - � - - - � - - (102 -I5/$ ) - - , - - - - - - - - - - - r - ; 1 - - - - - - -r - - - - - - - - - - _ __ - �. - . - - - , .._ - - - -I- - - - , . - - - - - - - - - - - _ - - - - _ - - . - - - - -� - - - �L _ �`LL5EP T� JEefi_jTDPOFVrALL r" �LaPE'TCP7]Ir�LL - , _ , � - _. -I- - r I I I I ! 6 I ❑ r [113'-10"] I : + T-- 1 s;_EP I tl t7 -6"] '6 8- 3/�4" 16r-11 1/4 5'-10" I 25'-I 1/8' � I E + jE�--- or- TUNNEL I BtJII.DINGS 3&4 'I UNNEL 140UND.kIlO I PLAN I/2' 1 17'-i" I 23`-O" 23'-O" 3/8� II'-4 5/8" I 2E'-5" I 53' •-5 3/4" I 101-0 3/8`• '-Ip 3/8"� 6'-3" I 16 _c1" 73'-O" '-7 3/4`1 Ib'-G I/2" _ --- le 1� O. 11 13 13.1 13.4 14 4. 15 Iro ro. 1 18 16.2 52 . 20 2. " 4 ' O go BUILDINGS 344 TUNNEL �'. 4 ' A FOUNDATION FLAN i °.7� x' a ® 2004 42140 ARCHITECTURE. INC. PF:ECAST FEg6 f INC3 NOTES: 1. INDICATES TOP OP PR4EGA5T 5L.AB ELEVATW,,jK ALL fA: -ABS 5HALL 6. ALL CAST-IN--�� 00114C ReTE Y�I}�L.1 5 ABOVE PRE-CAST 51.AM 5;401..L NAME 05 k/FT LINEAR SLOPE BETHE�i ELEVATIONS, SHOWN ON PLA,41 . OEAD LOAD AN17 I IeJFT LIW-.,NR LIVE LOAD. 2 RE. ARCHITECT AND iVVIL DRAWINGS FOR ALL FLOOR DI•ZAiN LOCATIONS AND OT4-ER SLAB IELEVAT1ONS. 1. PCC XX INDICATE'S PT-VOA9T CONCRETE SHEAR WALLS. ALL PA 4ELS ey4J-N L Elf! DESIGNED TO 3. REr MECHANICAL FOR ALL NICAL OPENN65. RESIST LOA05 INGiCATED ON PLAN. ALL LOADING SW-ILL Ee AI PLIE-0 LON&ITWINALLY. 4. PRECAST SUPPLIER 5HN-L PROVIDE ALL EMBED5 REWIRED FOR STEEL FRAMIN8 8. LH-E59 NOTED ALL PRECAST GOL MN3 ARE 14" X 25' (�, `cEG710N 1/54.0) GONNEOTIONS TO PRIrGAST CONCRETE OR FOR CAST-IN-F`LAC-I; 0t)W-R TE CONNECTION TO PRECAST CONCRETE. q. E-VOE; Or- ALL FLAT SlAE* 544ALL HAVe 5H AR COHNCGTIOI� AT W--O' O.G. MA.XiKH AND ALL FLAT 51_At'5 E+LALL TR&SISFET2 THEIR LOAD THRU CGMEC,11ON5 TO 5feAR k4ALLS W 5. PRECAST ME>�R SHALL BE DE51CA*O TO SUPPORT ALL LINEAR OR GGNGENTRATED FOR THE LOA0 'Nr_'iGATEP. LOADS FROM ABOVE. RM LOA121" DIAGRAMS ON 5FIIEET 58.3 FOR C000JF RETIT tJNIFC1RMO. EX"-XXr INDIGAT 5 TOP CAF GA5T-IN-PLAce kv-,LL5 AE ove PRF�A5T VE^GIC LOADS ON SLABS. 't_ '. INDICATE-5 r A5T-T.4-+1_AGI; WALLS 5ERVICE PEAR LOAD REACTION TO PRECAST 0 I INDICATES I -6" OF I Fl? ( J I2 AIL GCVER AREAS WTi SERVC LVE LOAD RE-ACTION TO PFZECAST t- R L 1W%4 I -$ 501E COYER V O NO T REQUIRE FOAM FtI.L.(LINAR LOADS ARE CAVEN IN KIPWFOOT) [Z7 a A � `. . V W � 0 r n` V ■t-1 W. �r T w 0 Iz �r m a r *� � $� �..o ►ems. UNIFORM LOAD + Ra4D�0 R 13.4 14 Z 1!`* OR'NEII/DE�'ELOPh-R GONDIT 2 , 1 10`~ ITION 4 t }-�---- cONDI NAIL RESORTS r ,, " M •- ►�'-► 1/� DEVELOPMENT 1 r ' ► {/2" REm CIVIL FAR m0<11KOVr ► J.�GPS� I ` COMPANY ; RS' "" i AVON,COLORADO i f � r LOCATIONS AT TOP o� I A q .� �i� 3 � l '- I STEM YL_5 -jN D I 3 t AREfUTHCT OF RECORD ek r I 4• F,�T I i � 3 yiA Sip p I $ I a GJl Denver.Colorado � L '� r ! / STS 3A f � , .. r .-. __- � � � rc ��°- - s nsASMa PL&NriEx & DimGN ARflImcT II7 + I f - ., ALL I ; 5 I16 fa 5/f� y L12►' S� - @ N HART HOW-ER1ON 115'-8 3/4' I � y � , S TOP F I . w4nir NEW YORK NEW YORK ► i -j . . V AVoN.catoRAno I � ?NE(1-La.'vICAt ELL'C17iIGAL ENGttiET.R M E ENCr.SEER NC AVON,Caton.{no r 1 4 I a �� 13'A 1/� fi11 I I TOP OF 2` 1 { OF I r „r_ t�, CIMEVGINFER O_ �B _ V �' °� � I � PR6GA5T Vp �! yypal- � AST I .11J'1�E ffidGi�{'E1;.RI,�G,i�rG j I PREG T ,p + I f �,�z,roi on.no 3.AT I ►►+-1 3/ g" PREC 5T I SLAB oN y. I 4 -� 4 I I q" PRECAS r 115' " r r Y FLAT � I I I I I I PCC 221 k PROJECT NUMBER: 6383 � 1- .O FLAT SLAB c► ,p I Dc 2331c I PCC 67k I I I ---- -- -- — I -- -- -- - _. —� — I -i — — ISSUE REVISION DATE ———— --- -- --- --- 04 CONSTDOC F-OR PERMIT 07.23.04 m; 05 CONST llOC 08-13.04 r - T 5 S TUNNEL REV. 09.10.04 �A o .03 ds FIN AL C N T 0 t. �. FLAT I 2 PRECAST i 6 ADD✓N 5 03-16.0 SLAB FL • T SLAB . . . . . _ . . . . . . . . q� 5's3. I TYP JOINT T SL SLAB —� SLOPE � P -OUTLINE c I IN PATH AJX r llfs 114'•31/2" 113 II I/2r r � 1 CAB -: C1� Cif SLAB TOP OF g T OF r SLAB(LOWS (LOW r NT) r r r { r OPEN CAST-IN-PLACE r I ES-2 3/3 114'-6 5/8' STAIR 81053.3} I14'�✓" 116'-5 1/2" 1 1I6'-0 I/4` r I TOP OF a 5LA,8 T v M `r BLILDINGS 3&4 _ A v ,k TUNNEL FILMW NG PLAN r U • w STEM�WALLS O, 15% PR5CA5T 5UILDING5 .34 4 TUNNEL.c: SLAO AT UNIT PERII�TER 52 . 21 ARE 5HOh1El PRECAST FfRAt'-011NGz f d °D CONCRETE DE51ON PUF*IOF_,E5 . ,. co ONLY. WPd-1-5 ARE TO BE GONSTf--W, 'EV UNC4M SEPARATE PERM4T5. 1@ 2004 42140 ARC41TECTAE, INC. FOUNDATION. NOTES: PRECAST FRAMING NOTES: INDICATES TOP OF PRECAST SLAB ELEVATION. ALL 51 SHALL 6, ALL GA5T-IN-F1--AGE CONCRETE WALLS ABOVE PRECA5T 5LA05 SHALL HAVE 0.5 k/FT LINEAR I, EATUM ELEVATION IDO' O" EQUALS USG ELEVATION 8100'°{1 �f, JNLE55 QTri=2iNl NrJTEp - P.L� SLABS ON GRADI" ARE 4" THIG+C I' x-xX" SLOPE I3E�EN ELEVATIONS SHOWN ON PLAN. DEAD Lpp,p p yD I k/FT LINEAR LIVE LOAD. WITH 6X6 I--t2 I X x-12.1 Vi LDFO WIRE FABRIC. 2. [?CXX''X"] INDICATES TOP OF FOUNDATION WALL ELEVATION. 10. PROVIDE GO',TROL -iOINT5 OR GON5TRVCTION JOINTS AS 500-Lv 2. REc ARCHITECT AND CIVIL PRAP41NC05 FOR ALL FLOOR DRAIN LOCATIONS 3. (XXX'-X") INDICATES TOP OF FOOTINGS ELEVATION, ON FOUNPA` ON PLAN. MAXIMUM 51ZE OF EACH AREA SHALL NO- AND OTHER SLAB ELEVATIONS. E�CGEED 2.25 rT�. (C.A. fNDIGATES CONTROL JD1NTj, 7• F'GG XX iNDEGATES PRECAST CONCRETE SHEAR WALLS. ALI,. PANELS SHALL BE DESIGNED TO 4. CONTRACTOR SHALL FOLLOW ALL RE-aUIREMENTS L15TEP IN SOILS 3. RE: MECHANICAL FOR ALL MECHANICAL OPENINGS. RESIST LOADS INDICATED ON PLAN. ALL LOAD1N15 SHALL BE APPLIED LONGITUDINALLY. REPORT. if. CONTRACTOR TO COORDINATE! ALL DIMENSIONS AND DETAIL5 e. UNLE55 NOTED OTHERKSE, ALL PREGA5T COLUMNS ARE 14" X 20" (RE, SECTION VS9.0) 5. CONTRACTOR SHALL PLACE (3)-#5 VERTICALLY F=ULL HEIGHT OF KITH ARC--1TEGTI;RAL DRAWINGS. 4. PREGAS" SUPPLIER 5HALL PROVIDE ALL EMBEDS REGZUIRED FOR STEEL FRAMING GONNEGTION5 TO PREGA5T CONCRETE OR FOR GA5T-IN-PLAGE CONCRETE q EDGES OF ALL FLAT SLABS SHALL HAVE SHEAR CONNECTIONS AT S'-O' O.G. MAXIMUM WALL AT H10H 51DE OF ALL WALL STEPS HIGHER THAN 4'-0" IN 12. CENTER FDO1'iNG5 UDDER KAL.L5 AND COLUMNS UN!ESS CONNECTION TO PRECAST CONCRETE. AND ALL FLAT 5L^E35 SHALL TRAN5f=ER THEIR LOAD TNW1 GONNI<GTION5 TO SHEAR WALL5 ADDITION TO WALL REINFORCEMENT 5HOINN OTHERW15E, PiMEN51ONErJ OTFIERkII5E ON FOUNDATION PLAN. FOR THE LOA05 INDICATED. 5, PRECAST MEMBERS SHALL O DESICNIA R SUPPORT ALL LINEAR FAR C GONGENTRATIF 10 [XXX-XX"] I1�ICATES TOP OF CAST--IN-PLACE WALLS ABOVE PRECAST DECK. 6. FLOOR ELEVATIONS SHOlNN ARE AT TOP OF ��-LAB, 13. RI=FER TO A�•.GHI��GTURAL. "3RA-WINGS FOR STAIR r-RAMINE� DETA r5 LOADS FROM ABOVE. RFC LOADINCy DIAGRAMS ON SHEET 53.3 FOR GONC.URRINT UNIFORM AND LANPiNG 5LAB EL.EVATION5. LOADS ON 5LA55. INDICATES GA5T-IN--PL ACE WALL5 -I. FOOTING ELEVATIONS SHOWN ARE MAXIMUM5 AND MAY NEED TO BE LOWERED ME TO 501L CONDITIONS. VERIFY GHANGE5 WITH 14, ALL SITE VAL L5 NOT S+'OWN CAN THIS PLAN SHALL BE EYALT PER 7(XIt D 5ERVIGE DEAD LOAD REACTION TO PRECAST MEMDER5 � STRUCTURAL ENGINEER. ARCHITECTURAL LAVD��GAA= PLANS, DETAILS AND ELF-VAT ONS. XXk LI SERVICE LIVE LOAD REACTION TO PRECAST MEMBERS r„•� ; SITE WALL5 SHALL NOT EE CONNECTED TO THE Ek)ILUING UhL ES5 (LINEAR LOADS ARE GIVEN IN KIP5✓FOOT) w 6. PLACE SLAB ON GRADE ON 5TRUe- URAL GOMPAGTED FILL OR 16 NOTED OTHEPJr S->E. RE, WS3.1 FOR TYPICAL LANDSCAPE KALL_ NATURAL GRADE AS OUTLINED IN SOILS REPORT. ON PRECAST DECK, 15. 5L PE TOP GAF FOUNDATION WALLS ESEYdTEEN ELEVATIONS SHG'InN ON ''�A;J. I H FOOTING SCHEDULE A TYPE SIZE REINFORCEMENT NOTES A A 6'-0• X 6'-O" X 1'-4" C6)-#6 EACH WAY D II X X I' 6' (e)-#6 EACH WAY -( WI X a,-ON x ! -8 (q)-p'] EACH WAY O 3 O 8"-q" X 8'-q~ X 1'-ID" (I0)-#7 EACH WAY q'-3" X 4111-31" X 2'-0" (Q W )-#8 EACH AY - 10' { F ) 10'--3° X 10'-3" X 2'-b" f10)- 8 EACH WAY l 26 3 n i�E z 1 y Cs 10'-6~ X 10'-6" X 2'-6• (ii)-a8 EACH WAY 'm m 10'-q' X !O`-a" X 2'--6" .` (12)-#8 EACH WAY ' 112" 1 - i +►ro 6"-O I m 0 0 N I X I'-6" (Q)-#8 EACH WAY ,_4 5/8" Id�n 3/4 I 1.4 o g ' 1 T ff-��� P� I "5'-8 1 - 4" { '-6 1/t4 'GA g32 /2" 1 8,. 5P Iti'S` t1 3/S"l 4y p131 �_ - oWNERtDEVi LOM �''t t6 , �✓' �__-----�� ` � .3�a 3 r i [ g/PJ"] 1 � 1 1 3�4'__ -- °� o �t►5 ►o 611611, I'--6" VAIL RESORTS pd I 35•_q 114" D" 10' �• �'o� [tt5'-O [Its`-'! 3!8' [yt6'-2 1/2�+`] i - 1 h'' i = t2`'�'1 - 1/2 � '/4„ •. `.� ly y2' [l15''0•, r ft 5 1 II` 10 � 81` [lira' b 1��"} ' : Y`,14 - - r r l 3 411 'S, f �"1 , ,Epi s a�-] DEVELOPMENT • COMPANY ` gY�p y O 6 I I' 6" 5A r �---" ) O �� r - l AVON,COLORADO ._ 1t 4 "� r s `1 R4'-�! �a } 4 { -+� = - �\ i r 4 (1 t r r `' r 'I / .. ARCEU"fEC'1'oP RPGOtZD EP 1 a �� ' r[t I '.'y .-��- JV ya f r r�' FO� I � �yy� iJ ' 'F--' y'4 �l� f r y _ ' . r ` t�`- _ - - 10�1r , 4.� , 1 FOO O� TO 5A y tf _ _.! ` f 5 w• �\ [115' i8' r�'1 TOP F - -` 5 1,r ' STI=F �► '`�1 - r - y�.AB _6 1/2"}' ` 0 �.- ;4 r _ 7_- ,) �� �.\ 2.2 `�' O 1 - ToP Fr Y o y ;-� _! - --;' I � - .:�" _ T (10 • - Q iz�' \ '''I .4 A _[`I'•6 'I - A r \ \ � � J P i- f r� 5TE �- m N SLp`B 5L --- Titer �� ,� 3/ tl \ { AitCHIIEGTURE ILA TER- �,i 0erver,Calar�a '� ✓ r � I .-.- -- 144`--� a F - - ROV-1�fl T1 � I 1 I ,� I 5 5 5F NT - _ , G.J. owl I/2' I I SOP ,I �{ !1 "� C p,B tS J I �I - r. nl�v. nRa�r>ECG' I P I � `K t .� do T - _.�= - _ I� - ¢- I I I i I -_-..- -=�_. �.- -_ I IL T I HOWERTON �- 'TA'G1 I I �I I 1 E 53. - I c ►� I 1 yN ~ I i I 1 I NEW YQ1i�NL+VPYORK * i I i I I ° I l I KWD PENT oH. R O 1 i + ' y Tp 6: I { F I I I C L - - J =1 I (103'- ") 1 _ J 0 1.; ` A - II It- I , , OW. - - - -- _ - : W _ - `' - - J C31 I I O 1 I 2-O y,lp l (103._0.) II (104-6 ) �- -"- SLBUMMALENGEVI?>E?E ll4'-O I/2`}- / k t- - VI?`- - SL - �- :I y,� STEP BOTTOM T (IC?4'-O") gtx i I 5 i F _ tP 0 ^(102' 6"J 0 ;I: 02'-6'J PCC-202k OF FOOTING N FOOTING �� 03`-1 ) aaOxaoF vaN wR apWs'�c E ► {to2 .a .' t/2"]- 5 ► ( I I lO•• 5rE Q LL 5T ` I _ .�" �- [114' 9 53.2 O� 2'-b" " DEEP 0 STEP ~ 1 I a r n�ctUr>ICn>< QscrlucnlrGE,ffi - {115-2 I/2 ] X 4 -O 0 "/ I 2'- C ALL I 53.0 _ ': ;; 4 i �t1 STEP I FO TI NG ' I, h I GRADE BEAM WP T I 53.2 I ;; I u eGUti>~rxs,uvC I t , _ 77117 l'-O' DEEP _# p j AVON.cowannO (6) 7 TO AND 533 FOOTING 5TE __.._._-.-. _.._ 'i BLOCKOUT _=== - @OTTOM WITH #4 _ 5 I i..--------_ - STEP -- '- `- -- ;4" x 2 PRECAST '1 r ' '� "- STIRRUPS AT 8" - -} 1 - q clV>z ENCDt�ae f' r -1 - - I I - r E I I I 1-E71" - 11° II I I, I; r AiP1.F ENGAVk1S1vG,IIdG �-- -� coNGR TE COI -� I I I I I (TYP1 1'-D" DEEP - I I I I _ J1 ; __ - - ! __I I o n y i BLOGKOUT� - -- ----- --- - - �- -- - - -- - - - - - - -- -- - -- - -- --- - } - • - is ' PCC &7k I - .__ ...-_. . - - I I k:_ I. - - - - - ` , _1 I 4 _ k PR ) -T NUMBER. 6285 I I 1 I I - r r I { (1D2 -6" 1 -- I I t I _=-7 T_ I__ O E(, ISO I 11 0 L _ _ J L _ _ J O I I F L � _ J lJ I I I L J V I I I II I I I � � 1 L ISSUE REVISION DA"i'E - {102'-0"J - _ _ ! - (102' ") !. ,' - FAGS F WAL (�18'-6~) ._ , _ _ J - _ _ !. I - t_ - ,I (101' 2'-O' WI X 2'-6' DEEP T (101'-6" I 04 CONST DOC i - - 6F2ADE YJITH (6)-#6 51.0 TOP (4)-#6 BOTroM i 1 I 532 I 53.2 AND #4 5TIRRUP5 AT 1"-O• ' ` FOR PEnUT (77.23.04 I \ 1 51 #2 1% 5Ll PE 3.8519 SLOP 3.8515 5 OPE 05 CONST DOC 08.13.04 .-r 1 103'-11 3/8' - I B _ OPE i 5A 1 1`i 5A i- r PROM E VERTi AL GGNTR' _ I G E T7=NhLI.REV. 0{3.1x_04 ! OE' JOINTS AT INTF��OR 5'CE G 11 104`-10" 1 105'-6 5/8" I 4'-Id~ 59 FINAL CONST 01.03.05 j 5" EPEE X 1'- " Ad tit SPAGIN TOP OF TOP OF >16 ADDENDUM 5 05.1 .0 I ALL G ST--iN-P_'AG= P�yALL" i + DEEP SLOG OUT AT I � AT 18' " I"'.AXi`%![i, AL16N L_ JO;IJTS WITH [1156 !/ '] Ag 11Eb O ] I St AB 1 [II4'- "] TOP OF i4AL I / ['15'-O I/ "] 1, " ; - 18" 6 5 103'-2 316" / SLAB OIN-5 A, E. 5 1 [ ' - WALL I TOP OF I � 1 SLAB % TEP t - (102'-1 5/8") (IG3'-' S/8•) (103'-I 5/8") CI04`-I 5/S`) _ -T - - - - - - - - - - - _.. - ._... - - - - _ - - - - - - _ , y - - - - - _ - - - - - _ - - - - - , , - , -74 T - _'r - - - - - - -- -- - - - - - - - - - - - - - - - - - --_ _. _. - - - - - - - _ _ - _ _ - r - - _. - - - - - - - - - - - - - - . - - - - _ - - - - - , _ - _ __ _ _ _. - � , ._ - - - - - - - - - - _ - - - -- ' i 1 I 1 P I I 1 I 1 N 10 , `17- I l N FOOTING - I I FOOTING -01, [ilb'-6 I 53,0 i 1 STEP [115'-3 1/4"] i I I I 5TEP 1 1 Y-IALL STEP i(I19-9 ] 4" !6'-q I/2• 1 11 3/4" , 201_01. I 23'--O" 23•-0:• '-7 3/8" 2U'-�1 5/8" I il'-a 518" ' -1- 11 1/4"" D'-2 Ile,& 23'--O" 23'-O" � 6'-O" I 21'-10" (� 53.3 18.2 19 1�,5 20 21 22 22.2 23 3. 3. 3. 24 25 5. 2& I I . >3t�c�alNCS Sal:b 5u1LD1NC--;; 5 5 TUNNEL �e _ '11JNNEL POUN©.knOIi PLAN ,Qr�� .. _ C7� i Off. �•,6d, ,.. FOUNDATION FLAN % N 52 . 30 3 a q'-q I/2" ! ur - ® 2004 4240 ARCHITECTURE, INC. i0RECABT FRAMING NOTES; I. INDICATES TOP OF PRECAST SL.AS iCLgYATION. ALL SLA � uHA1.L ALL GAIT lI� PLACEIGR1+7E HALLS ABOVE PRECAST E !r 4iAVE 0.5 k/FT LINEAR SLOPE Bll±T1 ETl El�1/AT1ON3 5IIOWN ON PLAN. DEAD LOAD A440 1 IIII LINEAR LIVE LOAD. 2. REj ARCIIHITECT AND CIVIL DRAWINGS FOR ALL FLOOR [ARAiN LOCATIONS AND OTHER SLAB 0"AT1ONS. 7. pr,G XX 1!01CAT1 S PRECAST C.00rRETE SI-MA 2 "d-L5. ALL PAJVL5 SHALL BE M5161ED TO 3. RE. NIEC+"IGAL FOR ALL MEOHANIGAL OFIENII&f. �i5I5T LoAz>3 ItvIGATED ox FLAW ALL LOAI>ite S4VQ-I_ eiI AFVLIED LOWITIVINALLY. 4. PRECAST SUPPLIER SHALL PROVIDE ALL 05 RE-Q IMED FOR STEEL F R MIN& 0. lmess I4U1 Ev UTT-uuilsff, ALL PRE-�GAST GOL"45 ARE 14" X 20" (REv S,E0710H I)V IO) CONN5C,TION5 TO PRECAST GONC*3= E OR FOR CAST-{H-PLP.GE CONCRETE CONNECTION TO PRECAST CONCRETE. q. E06C-5 Or e-LL FLAT U..,N 3 544ALL HAVE SHEAR COPMECIION5 AT b'-0" O.C. MAXIMUM AND ALL FLAT E4.. ,.p 50-ALL. TRAN5FER THEIR LOAD 114W GOt4-E-{1-I0NS TO SHEAR HALLS W 5. PR6CA5T N 3 SHALL 6E DE5161ED TO OWPORT ALL LIW-A t OR CONCENTRATED FOR TM I-CA05 iNDIGAl-ED. LOAD3 ABOVE. REr L OADIN9 DIA 2 LAMS ON T 53.3 I"-042 UNIFORI1O. EXXX'-XX'j It VICAIES TOP OF CAST-•IN-PLACE WALLS ABOVE PRECAST VEGC. LOADS oN 51J�4fl5. _ 1,VICAlE3 CAST-i1 PLACE WALLS 1-4 SERVICE DEAD LOAD REACTION TO PRLGAST p1I9 S 11. INDICATES 1'•-0" OP MC71V FOAM (40 P51 MINI IK i) U E.'R NG 501L COVER. AREAS WITH Zj O ® 5MVICI! LIVE LOAD RLAGTION TO PRECAST R5 Q L.-55 THLAN 1'-6* SOIL. COVER DO NOT REQUIRE FOAM FILL. (LINEAR LOADS ARE 6IVEN IN KIPS/f-•OOT l w 0-1 W U) ;-4 W O � U �T- ;r Ir V Im im 4 a t ,-Or 1 9.� + 2.1 dt t3 _ ,� , 4 1 " 1 B" • 1y'-i � l N 1 �ITION 4 1 �— COMDi-r1ON 4 + G4NDIT7C>N -3 !� w 40MON 4 '- 8 - - a, tr t Vjr 1�w 001�ITION 3 CONDITION 4 t0,�10 r � " T VAH RESORTS Gh/!L IFOl� BLOClCOUf 3 1 LOCATIGINS AT TOP OF + r _4 >3 S,�I WALLS z , g�8" DEVELOPMENT to U _10 1/2 r C - 3/8" COMPANY ! o 2' 1-41 I " AVON,COLORAI)O • ' f i 1� �r � rt18ry J r. •� 1-4 I 1$C HCT OF RL'COkD FA v2s) ' ' SiO Allff[EE711i11: r 2t''4 [t2►' '6TW lj 1 1 e Ciry-4"] U _ N =- c3T � „ Oenver.Colorado 8 CP 1 - 1 I I°5'-1. + •_q 5/8r7 r 5 E114'-O _ M��PLAW TR r '� N y � __ - - - � A � — — . — — -•I °-— � `} A `- -- 0122-1 y DESIGN rUltliTlECT s I - Ini A-� _ HART I HO\�'ERTUN —— — —.__,. � �. � � � � T — — _ _ — T w�. — —— � -� — „' � NEW 1 OR1£ LW YORK "! I ,p 5<A ... .:. -• .,.. 1 - � _ '�— — � � — r P GC 2421c r 1 3 1161-0 I/2 .-,�l 4_ ' STRL°CI• R-AL ENGWEER ,gkI 3/$' I 1 _N - ' Y - - " �*�`' I I t1P '� I \{ONR4E&NEWELL INGNEYK INC '-$� 4 5�� - 1 -b q avow,c LO;LkDO OP OF I 1 116 • II1 i MECH-I LAICAL ELELMCAL 1yiGINEBR LAS 4 I ,p _ tt'-2r " PRECAST ONLY p I I 0 '� u-1:»Gras,TNC '-6 Y I AT SLAB �''{ I I q" pREGA5 t/:xr I `� of a- !I FLAT av CivrLEN COLORADO Gr- 11P aty �t- 1 vp ALMNE Eti GTtiEER NG,T 4 G PCC 87k I ON p 11 1 ON { V�uT,eatottAADo I I ! 1 II -- - --i . -- -- -- --- - - -- - -- -- - -- - _. - _ --- -� - __ - -- -��. - _. ---- -_ ---•-•- - - - . _ ...._-_- -- _ PROJECT NvMBER: 6285 JL - - --._ — Y— -- 1 I ; ISSUE RE'VI510N DATE 1 2 I •C'.l�G�$ O• b4 CONST DOC i FOR PL:.RMIT 07.23-04 - i 05 CONST DOC OB,t .01 3 T sA I'L NNEL REV. 09.1 .04 1GAL 53J I ('TYP 1 PANEL J01 ) n 1 b9 lm%—L CONS'I' 01.03.05 3A I1I,IIIIIA DI)ENDUNf 5 05.16-05 1 w r r rrr 1 114'Sr I15'-O 1/"�" 115'-$ 1/4" h��`' � dk 116-1 I/2' .O C14ANee I b 533 a l co 5UILDINGI& TUN 5TET'I WAL L� OVER PRECAST N BLm bF.IGS 5&s TUMNEL FR MLNG MAN i f g � A�TWALLL-5 AWAND Y ARE WOO FOIa PAST FRAMING PLAN ��: •`�� CCrONC MTE vc-5ARE TO ; 0' GON5TRIJr..T€D UDR SEPARATE �. 4 52 . 5 1 • I � � I 0 o ' a s "f RE, CIVIL ® 2004 42140 ARCHITECTURE, INC. TOP OF FOUNDATION NOTES: PRECAST FRAMING NOTEr2: KA'L X'-XX" III f II I I I I I �dll j ]r I_I ; 1. DATUM ELEVATION TOO'-p" EpUALS l SGS I�LEVAT ON 5;00'-0`, c#. uNL E-E,5 GTH=Rr,iirJ-E NOTED - ALL. SLA55 ON 6RADI= ARE 4" THICK I. _ INDICATES TOP OF PRECAST SLAB ELEVATION. ALL 6IA135 SHALL tNITH 6X6 W2.1 X W.2.1 WELDED WIRE FABRIC, SLOPE BETWEEN ELEVATION5 5HOWN ON PLAN. u 2. [XXX'-X"] INDICATES TOP OF FOUNDATiD`•f :MALL ELEVATION. 2, RE, ARGi-11TEGT AND GIYIL DRAWINGS FOR ALL FLOOR DRAIN LOCATIONS STONE VENEER r l t 1 1 I 1 ! I-1 RE ARCH. 10. P2v^V,DE GC?NIRO: JOINTS OR GONSTRUGTI4N -OINTS AS 5HC.NN AND p1"}lER SLAB ELEVATIONS. _ll�:l__ a 3. (XXX'-X") INDICATES TOP OF FOOTIN,. ELEVATION. ON Fc%INCATIO\ F'�AN. MA)CiMUM SIZE OF EACH AREA SHALL NOT EXGED 225 FT? (G.J. INDICATES CONTROL JOINT). 4. CONTRACTOR %TALL FOLLON ALL REC?UIREMENTS MISTED IN SOILS 3. RE+ MECHANICAL FOR ALL MECHANICAL OPENIN-5. r REPORT. !1. GG.NT_-ACTOR -0 :OORDINATE ALL PIMEN51ONS AND DETAIL5 WI1-f1 ARCH "EG'-URAL ✓RAWING5. 4. P REGA51' SUPPLIER SHALL PROVIDE ALL EMBEDS REGQUIRED FOR STEEL FRAMING ;III 11� ` o° Q 5. CONTRACTOR SHALL PL.AGE (3)-#5 VERTiGALLY FULL HEIGHT OF CONNECTIONS TO PRECAST CONCRETE OR FOR GA5T-IN-PLACE CONCRETE (2) 45 !II t/2 XPANSION 0 WALL AT HIGH SIDE OF ALL WALL STEPS !-1IC�t-1ER THAN 4`-0' N Q. GEV,~~-R FGO-,IBS I,NDER WALLS AND COLU7UN5 UNLE55 CONNECTION TO PRI;GA5T CONCRETE. CONTINUOUS ADDITION TO WALL REINFORCEMENT aHOWN OTHERWISE. VIMIM��IS�G�i=D a'T•iWRW:SE ON FOUNDATIOiV PLAN. F .. JOINT 5. PRECAST MEMBERS SHALL BE DESIGNED TO GWPORT ALL LINEAR OR CONCENTRATED 1 LOADS FROM ABOVE. RE, LOADING PIA 4 AM5 ON SHEET 53.3 FOR GONGURRENT UNIFORM 45 AT I'-6" D. 1(} VERTICAL SIDEWALK 6. FLOOR ELEVATIONS SI-IOl^,'^I ARE A7' TOP OF SLAB, 13. RE=EZ TO AQGHITEGTURAL DRP.ININGS FOR STA;f2 f=RAMtNG vE'AII-S LOADS ON 5l�°tBS. Ri=: CIVIL i AND _ANDII�G S,AB ELEVATIONS. L4X4X3/B WITH r w I. FOOTING ELEVATIONS SHOV�N ARE NAXIMGMS ANT? MAY NEED Tp V J BE LOWERED DUE TO SOIL CONDITIONS. VERIFY C ANDES WITH 14• A_- S -E KALL s NOT 5HOHN ON THIS PLAN SHALL BE 3uILT PER k pL SERVICE DEAD LOAD REACTION TO PREGA5T MEMBERS 3/4"40 EXPANSION STRUCTURAL ENGINEER. ARC-•ITEGT,;RAL LANDSCAPE PLAN5, DETAILS AND E-EVAT10l`,5. XXk LL SERVICE LIVE LOAD REACTION TO PRECAST MEMBERS ANG1-iOR AT 2'-0" 4 . SITE f.ALL S S1 tALL NOT BE CONNECTED TO THE E3UIL:2ING UNLE55 (LINEAR LOAD5 ARE C71VEN IN KIPS/FOOT') . F • d 8. PLACE SLAB ON GRADE ON STRUGTJRAL GOMPAGTED FILL OR 1 NOTc� OTHER ,!ISE. RE, 7/S3.1 FOR TYPICAL LANDS(_-AF1F iA1 LL n °I '-I 4 r • ' {I V NATURAL. GRADE A5 OUTLINED IN SOILS REPORT, ON Pf;',ECAST PECK. � d b. ALL CAST iN-1�LAGE CONCRETE WALLS ABOVE PRECAST raLABS SHALL HAVE p.5 k/FT LINEAR 1 �-` DEAD LOAD AND I k/FT LINEAR LIVE LOAp. ,! i 15. SLOP=_ TOP OF FOUNDATION WALLS BEWTEEN ELEwVA,TiQNS 51-�CY�N ON PLAN, j 1. PGG XX INDIGATE5 PRECAST CONCRETE SHEAR WALLS. ALL PANELS SHALL BE DESI&NED TO n � RESIST LOA05 INDICATED ON PLAN. ALL LOADING SHALL BE APPLIE P LON&ITUDINALLY. #5 AT I'-6" HORIZONTAL ; FOOTING 5C Ira E D U L E a. UNLE55 NOTED OTHERWI5E. ALL PRE6A5T COLUMNS ARE 14" X 20" (RE, SECTION 1/51.0) - Z TYPE SIZE Rl_;NFORG;ME`�T NOTES 9. E00E5 OF ALL FLAT SLABS SHALL HAVE SHEAR CONNECTIONS AT &'-•O" O.G. MAXIMUM #5 X j Q AND ALL FLAT SLABS SHALL TRANSFER THEIR LOAD THR'U CONNECTIONS TO SHEAR WALLS N A 6'-O" X 6'-0' X 1'-4- (6)-#6 EACH WAY FOR THE LOADS INDICATED. 16 6" [..� 10. [XXX'-XX,,j INDIGATE5 TOP OF CAST-IN LAF.E T�IALLS A,30YE PRECAST DECK, AT 1' b- B 7'-O" X -71-O" X I'-6" (8) #6 EACH vJAY INDIGATI=5 GArS•T_I_N-.V AG5 WALLS G W-O" X 8'--0" -X- 1'-8` (Q)-#i EP,CH "WAY - +� ` _ 9 1 (V) &-A" X 8',G" X 1'-10" (10)-#'I EACH WAY ` (2)-45 . -- f - �► I ^+ +n"I X 2'-0" (Q)-#D EACH WAY �� ( F ) 10'-3" X I01_3" X 2'-6" (10)-#8 EACH WAY IQ'-6" X 10'-6" X 2'-6" (I I)-#f5 EACH WAY SECTION I I V Z 3/4 ID'-�t' X 10'-4i" X 2'-6" (12)-a8 EACH WAY / L j��s f 2 T „ , I O 0 Z tzt1G� 1N �u " { 0-0 10'-6" X 10'-61 X 1'-6' (9)-#D EACH WAY E� ARCH F p OPEN1 � 12' ,t ODpT1aN `L 2�.-y► 1/2" 4'-41 - " SITE WALL do 40 RE, CIVIL FOR O E AND 1/2" ELEVATION ON -- t 12.1 5/S l!4" E b"~O PROVIDE MINIMUM 24" DEEP r . ' , _ •_11 l!2 -3 CONCRETE HEADER 11^1 TH \ \ 8" (3)-945 TOP AND BOTTOM - \ - 1 g`-6 1/;4r 4^� d3 34 55" �S AND #3 TIES AT 8' 4" 1 �rl + j OWNS D�EVEL.OPER t 8'"� 1 12`_A ,/2" y �- / O: ffi:,H ING AL 1 t 1 _ 18•- - - ve 3 � t •`�' 3' -- r 11 � � IN WALL _ _-- VAIL RESORTS 1/2+ ` y [tl7'-4 1IA"� `.l 5113`1 l� 5'-3" , + 3/9" 5/ - �, �° r �..� , 6. i " , �� �t -� 3/e" N 3 I I I DEVELOPMENT Ax [117`-4 3 " 1,; 1 -5 1� ROVy Ei3N A [4l�`- 3/8 ?., t[t18' ( , 4 I s - ! n 'I y p d -1,_2 V2"� I _8 1/2 f� �..�� ,_ _ f W� [I19'- 14"] s1.0 - + , COMPANY Zl1 8 , y:-- _(� 5, �, TO � i ! ��. � 53.3 < FD t-; ,� ° a"} t 5i0E o OW 3 7� two t' r r - w� i` AVON COLORADO 1 '! ) +� [111'-2 t/ y �. � 1/2" I -[ iV► bRp,1N r ��/' 4. STEP E'}`� r -` �� / __ -t- - -_._. . . I 1 (,116 4 " yA Op :+ :>; _ ,l L r r - s r- -Lr ARCHfMT OF RLICORD 1141 .�I 1 O S .. s' a _ �• �� r _ _ 1 .=. c_r `♦ •«� = -- _ •-�, -- f Foonl to ` 1 �- - .;- - L K 1 iF / - is l'1' iD 4 T y 10 1 t '� r r �` .s J r !' �r �� 7- (IOb'- ") - I I ! TEP �!�'T"I - -� / ` ` '• �'1 M l •�+ ^� ~' S/� O- J r� I -r 11"7'-0 _ ,� I�? FA FOOTING _ • \ `� I f rI.� " t-r 3-=-� TOP t7 IL STEP _ 4� ■ �� ) i� - r ~ - t io ^") I I S `- _►� f A0 - ,' 1 T C" 1 - _ �_, .,I I I nncHlT�cTUr `1.3 3 11 �\� ~\ r "=� -�- - - 4 -�'i �� - € �'_� 5/3. �,, Ih - [116'-4 V2"] :.r` 3 0 �t►4 `�-_ _ � I s( 6 PCC 470k 1 . _ -� - G, z- 1^� ��-.4 I O 3 a I I I- 1 gaMar,CoMrado UP rF TOP OF 6 Y MASTER PUINN� r STEP BOTTOM i � C I 1 L/• y [!16'-It / - H1GKE ry STAB I I DQ I I =• 7I flicvARGrtrreCl TTOM e-{AGN ! J� L faM) s: ylA P .s I ' s'' I L _FOG NG -- [`4 I I STEP BO ��.. _ R=TE STA;R L _. _ - p / ,--> w HART HOWERTON FOOTINE:I 4t1 TH (105 -9 ) 3`I i3 �'4..1' 1/2`1` m L. - ' ._ 06' 9') I i 3 - I+ O 5LA 13 WI 1 : yT'�1t V tib'_� " d m - 5TEP I' Liles:-5 3/4; 4 I' ( )• 05 x I'-O" D STEP TTOM 0< r 1 4- ) 0< 2 I i I ,- Q h NEW YOIiK.NBWXORK .I -- /j I (; j' G120VTE ! OF FOO Ih1C� 1 I ' OOTINtS [tl�'-2n 111 1 1! 5 �-�' [III'- 5 3/4"] (104'-IQ-) I� 1 i I [ I 1 i j _ TOP E \�' _ I " F�iT 0 Sl-A43 r�-- ' O TE 1 t T t - 2 V 4•j• /, ' f-r SMUCTU-RAL ENGINUR L 3'-I") AF3 7 i 1 i - i i I '� 3.4 I I I 1�< - /_ MONROE�NEWLgl L�iGL*1P�1{.S,LNC J {t0� °S� 1 I [ t �', a - PCC 2 3k [12 F E/4"]1 --I _ i.:`�` _ ° s - AVON.COLUIL&C I 1,-0" pP- - I 0 I I° 3'--0" WI X 2'-0"--t' -+ _ - - - -- R� tercel trru E ENG ��uvsEa " �, ( � I ✓TALL" 1 BL KFUT I ( I I; I DEEP FO TING WITH ` + I 'I „ " AVON,COLO&WO a PR �' , I � I 1 I I T -5" -5 6 �a 101JGR TE GOi- 1 1 I STEP (31-45 TlNU0U5 I I c�v1LHNGlu $ r.rp) ti ' i / I _ I I TOP AND I30TTOM I 2"" - - -� '° ( ` T- I WITH #4 TIRRUPS 2'•-10 B ntrrr�Ertc COLORADO uvc, I -.-__1 1 F -I la : 1 L - vA1T�cot aawo i AT 8" I ... 1 >-+ I STEP - II { II 53.2 I6 L - c, - - 1r�AL 1 PROJECT NUMBER 6285 now-39 (106'-3-) (106'-Gi") - STEP I I 5TEP BOTTOM [1161-1 " -- �- I of FOOTING* 5A - (104`-0- t I~ �- -- - 4•�{�") 0 53 ISSUE REVISION DATE (ID 1 I 51.0 PROVIDE VE TIDAL CONTROL 2 �` �' I STEP BOTTOM 6" 51.0 j I .JOINTS AT i TERIOR 51 DE OF � 53.1 I � � � ' OF FOOT INO 04 CONST DOC OEEp ALL GA5T-I PLACE WALLS 2'-O" 2,-b, f CyRADE WITH (t3)-#b I k I D SLOPE FOR PERMIT 07.23.04 AT i9'-O" 1M1JM SPAGINCy. 1 #6 BOTTOM l5i�s ra!OE'E G.J. I t SLAB SLOPE 51-AB OPE ALIGN WALL JOINTS WITH Si.AB 5L01 EE . i I TOP 3s 0% OPE CHANC-�E CHANGE AI*1© #4 STIRRUPS AT 1'' PE 3 bRs 5Ly 1515 SLGF'E 11.5A5 SLOE SLAB JOINT ABOVE. GHANCI+E Q I -'+`d i I i (RE, CIVIL)196 ,1, 5 F.5R5 SLOP ISIS SLOPE IRS SLOPE 5.?2% SLOPE {rI � U5 CONST DOC 0813.04 "f O •_4 5/8f - -- - - I ;06'-IO" �- IC01-q" 1 POGICIMT' I e_"_6 . ' 10a'-2 0 /2" `-I 6" 107'_2• G A® 1< , k6,-t y 7/8" � FOR PRECAST� ' XX 'ItiNNEL REV. 09.10.04 t •-Ip" t N. �.F OOTINCy 5G = I j rOP OF TOP OF TOP OF BE I 1 8_I LPL SLAB q " s9 FINALCONST U1.03.05 °I D AR�r T P O TEP SLAB - 5LA13 1 I! - 14 105'-6 5/9 - [1�6'-4..5 PLP.5 FO AFOR T�� �AI:3 .1 ,- [I17'� 3/8'] SLAB [ 8 / ] , 1O6'-I l/9 TT "4 OF y .LL 1I " 16 0 m 5 , I I 53.E EO I'-10" /'G\ADDENDUM 5 05.16.05 f I I AND BO , [ 1-T_ I- y�1ALL % [ITS-`J V4"] _ ( ) TOP lr [lIS' a"; - TOP OF 1 OpEN1tvG5 �_ _ !IG4'�44 5/3' - I 5'-i0") , - !,`�= C STEP ~10 1 r- - - - - Er .. i I .. - - f r - E - -- - - - SLOPE TOP OF WALL 10 O' I [114-3 1/4'1 Pi.' , iO tea' M [ 9-0 3/8"] 5L ANA I ' [11 1-11"] t GH TOP _ _ -•° i3" , ..� 1lL '�` _ : .O ID+- 3" VO tI j [II-7`-1 V2"] TOP OF WALL MATC-i .-•ENN �✓ LL 4 -O" EACH S1 DE CF I I O -.,-------- -------- -- -. _ -- - - - - -- - ------ + - - -- - - - AT BEA`'t-POCKET I " B O`i Gr�ADE' ;117 -T STEP STORM DRAIN BE O:y " (II$'-1 1/2"1 ,- FILL TO LEVEL I I FODTII 0 10 ST F 4 ��1-A SZ AB O [i 14 3!4"] _ �cl^t2•t 1 [ylb`-2 3/'t'�� \ WITH 6X6 �2-• ELEVATIG�N (�!G�! PU,N 16 + OF TUNNEL SLAB 1 a I (1051_101) i I ON GRADE I STEP Ili'-EO I/8"] I I [IID'-3"l - - - - - - - - - - - _ - - - '�5- - L - _. � _. _. _... .� _.. ._ - - � - - - - -- - - - -(- - (FO`T- - � J w - - - - - - - - - - - - - - � _. _. -Y .. ,. . �.: _----- - �- _ mw,[ s =f - - f - - - - - - - - - - - - - - - - - - - - - - - - - - _ J + STEP k T[I I 0 l/4"1 0 I .� 0 f[i1G'-9"] I I L I 0 SLOPE TOP I"�'1- N OF HALL 3 % I 5L DPE TC* C FOOTING { t TOP OF INALL OF PNAL Eli.5 -5"3 � I r STEP I [112-5 I/B"] RE: 5/51.0 FOR MAILBOX 5TEP R=, ARCH. AND IfEGH. IOI-O" 8'-O" 10'-O" '-2 - " 4 I 1 PIER. Rf?, LANDCAPE 433 1 [IfQ -q"� FOR OPENING N WALL i 53.1 SLO=1= G-.AN&E �t_ - [lfb I ] 16 1 53.I 88'--1 104'-O I/4" FOR LOCATION 193'-3 1/4" I I 1 I I I I 1 56'-2 3/4" I'-O 7/8" , I/8' 20'-0 3/4" 21'-8" 23'-4" I 23'-0" 1 6'-5" '-I !/4"! 22'-9 3/4" q'-1 1/2" I =z_ BUILDINGS 7&9 '113NNEL 1i0LJNDA'110N PLAN 1 , d0 ' S.`. 29.1 9. 3� 31 32 33 3. 34 3� � 52 . 40 BUILDIN65 140 TUNNE L 3�_2 3l4" 23'_O" ! P O U T �1 ED A T I O I � FL AN �l LA 9 a / 21 (�2004 4ZI40 ARCHITECTURE, INC. ERrICAST FRAMING NOTES: 1. " IW>IGAI TOP OF PRW-AST SLAB ELEVATIOK ALZ SLABS 51-1ALL 6. ALL CAST-[;r'- 'LAGS C.O IGRET'E WA LL5 AHWE PiZfiGA5T E�.� S44ALL ;•AYE 03 (GIFT LINEAR SLOPE EIETWEEN ELEVATI IS SHOHN ON PLAN. DEAD LGAL> A1O I k/I LINEAR LIVE LOAD. 2. RE, ARCHITECT AND CIVIL DRAKNOS FOR ALL FLOOR vRA 1N LOCATIONS AND OTHER SLAB ELEVAT1045. -j- XX 11,3IGATES 1-ZC,,A5T CONCRETE 51-IEAR KNL.L5. ALL PANELS SMALL BE DCSIE+lEi7 TO 3. RE• MEC.1fI�NIGAL FOR ALL 1`�GI-IP.hIIGAL Of'ENIN6�. I-aSIST LOAD INI3IGATEV ON PLAN. ALL L.OApIS5 5HALL ESE APPLIED LOON6lTUDINALLY. 4. PRECAST SUPPLIER SHALL Pf�.OVVE ALL F 7S 1 ;RW FOR STEEL FRAMING 8• �� f O�YU 07�I�2M11� ALL f�REGAST COLUMNS A.�2E 14* X 23' �. �GTION I/`al.0) r-r I GONNEGTIONS TO PRECAST GO°NCRETE OR FOR CAI-•PLAI GONGt?BO M P� CONNECTION TO PRECAST CONCRETE. q. 150CE5 GF .i" FLAT 5LA 5, ViALL HAKE SWEAR COWER'11G445 AT ©'-O" O.G. MAXIMUM AND ALL FAT 5LA55 5HAL1 TRA&45FER THEIR LOAD TWU CON!C-C,TIONS TO 5MAR WALLS u 5. PRECAST M4DERS SMALL BE VI ONED TO SUPPORT All. LMAR OR a0W4ENTRATED FOR ITO LcAO IWICATED. LOADS FROM ABOVE. Ma LOADING tXAg9RA4-`IS ON STET 53:3 FOR C0%KAAqRE-NT UNI Z o �O. [XXX'-XX'] I;�lt?fGA'1'�S TUY OF CAST-IN-�PL.A� V+�4{.-!_S A�1r'E f'r:E•GAST FlE-GK. LOADS ON SL�4B�'. -= `:. i;diAf ATli=S 0AST-IN•41LAGE WALL5 W 5ERRVICE VEAD LOAD P.FAq-nON TO PRECAST 11151-eER5 /� II. i,,1I71GATF-5 I'-0" C>F R1610 FOAM (40 P51 MIMMUI✓J UNVER SOIL COVER. AREAS WITH SERVICE LIVE LOAD REA4TION TO PRECAST h'E!`I�5 `/gq� 1 X55 'niAN 1'-6' SOIL CZA1 ER DO NOT REGWIRE FOAM FILL. [—] (LIMAR LOADS ARS 61VEN IN KIPS/FOOT) r+■4 In W .led �; w w > z u a 33 35 Z 1 1-I I CONDITION 3 (OR105 5_0 . CONDITION 2 (ORIDS B-C) a CONDITION 4 (&RIDS A--B) {. 15 8. 1' GONp1TION 4 (6R1DS A-B) 1 G�jt�lTloN '.s '1 1l8. �. 4 WAS 1!f—�i� 5! 8■ REs CIVIL FOR I�L•,OCKOUT ■ 6•— r COWIT10N '4' ■ ■ 3`, %ABM L..00iA-1701`15 AT TOP OP {Y7'-{ 1/2 3 S CONDITION 4 1 STEM 1AALLS ' i GRID* A� I `�{O IAa � t�p 4" I I 1 ■ { &,-1" 18■ t0 lla. 3 3 ^1/ ■ 2!-& 10" IN c8 { IN F tat o�v�i�xp�� c�rrx 'r4' �'� per• 3 VAIL RESORTS '° A , I ZL-O DEVELOPMENT va ►-O"] ,1 /13 EI2=2 C01111'ANY M3 AVON,COLORADO ►�� 5 �p r AR[:-r[•,�OF RECORD z •. . . � t0 5� - t PC 11 Ok 9' PRECAST , � r IVA Deriver,Colorado y y O Yom" I -- __ �„p'V3 118'..4 !/' I I y 5TH' x I 4 I r SIA Y r —_ — —_... — U 9 ti 120'-4 1/4 ,�„ � U.MMR&tr•NER _ + DESIGN AxctaTPcT APT AJ� HART I I 10W ERTON rr I w Oki ,_yp - : - NEW 1OM NLG YOK 20 _- s 3S �sa__ - 1 ,-a" I ''b , • srR4[[L lL4I r~vLINn + ok-AX .�" ► .fir °{ uoxROe 4er4=ENGn8ERS,Iu CLH.[7RAD0 1 `fir'! '-b■ a1 ■ 'T "~ , r C�1LFl�L7lUG1I �?G[N $ 1 — • - - (�L T —. _ _ ,. _ -- - -- - --_ ---- ----_ �� —_ _...._... — _-- ---- - - - - - c �CH_V[ ' I20Gi--4 1/4 1 M-6 EN-I,m T AVON.COLOI-iD0 — .--— v 118'-4 314" UVIL ENGrNEER UPI if H.NGFkJEF..AIN,,NC V A11v COLORADO y y r y _ y 1 J y r y rs. _ S�D rWVF t i - y — 1 i l 1 2 I2E 6l5JA T i0 PRO FC NL':aFlL- 6285 ;. . . A GTAN 6XA R SPAN DREB=J4 TOP OF 125'-1" PiG AST RE I SSL E REVISION DATE TD •t• 04 CONS OC N' 4X10 TOP AND BOTTOM FOR PERMIT 0723 G4 • .. - .. AT WI " 05 CONST DOC OR 13.04 1 aL.AB TUNNEL REV. 09.10.04 A 53 � 3A 5L ' ..+ r w �...r r ..,. ......r:w:a. - ..rs-.r_ .nrwi..n.an ., - ._ Y!ww...'. s:e.--a:•. - r:. r.., + -..s!.- '1R+ •.t..s®s - wwe.-e�x..swt 1� /�G\FIISMLCONST 01.03.05 A ALDENDUM 5 0516_03 _. .� �. �� � � � .r � --- .•.' � !r7'-4 3l•4' I I I18'�3 V4" s r+ .► - ' ', =_= ;., I 1Y1' , . - - .. ...- fi t .- I III I I B N� _ I 119' 1/2' 2AL5lJ13 TPII- � SLOB nP �_ � -_ - -a:. —.ft.•:w+..f•- ., n 1 .x.�.-•_>.;2":� +:'_- - .. �� � — b 3 ! I 4 PS S3-I 53.1 � 53J 53J i n. I BUILDINGS 7&B JUNNHL FILALivEING PLAN ��,. �►;.,-dam q NOTE. 5UILDING& 14S TUNNEL . , STEM WALLS O'VI FIRE-CAST V SLAB ARE? AEI WALLS A1-7 FRAt'wllNG m PLAN ARE SHW FR PRCAST c C 19NGRETE VE-9103 Pt)RP05E5 I8 x 11 � 'o 52 . 41 S AI CON5TRLJ0TTE0 KARATE 1 PERMITS, 0 ' I Sy � eltA� /5E� ® 2004 42140 ARCHITECTAE, INC. 1/2"<P X 10" ANCHOR PEDESTRIAN PATH PAVERS BOLTS AT 2'-0" RE i LANDSCAPE I—T I I R101D INSULATION 4" TOPPWG FUTURE T04olHOU�1E RE: ARCH SLAB WITH WyIF. <, CONSTRUCT ION I I STONE VENEER I 1 - , RE- ARCH. FOR . } • WATERPROOFING (RE:ARGi�) RE. ARCH. FOR i i XXX'-XX"1 -I-I I ' �X-XX AND PROTECTION PRECAST SPANOREL. 0• • O. O.O•:O a r'Q':Q Z WATERPROOFING VARIES I 1 ��I •D•:Q o•.Q 'Q . RE. UNIT —II i_ l o i'�poa°G •o9•rJ.�14o�Q�Do BOARD BEAM RE: PLAN II �• RED ARCH. FOR AND PROTECTION �o•, o, o IWATERPROOFING 130ARD RE. PLAN i r PLANS II rI I �I AND PROTECTION { I L4X4X3/8 WITH [�CXX'-XX"] ! I RE:FDN - 314"4� X 6" EPDXY CONTINUOUS ANGIOR AT 2'-O" E'I-'�`N '= x x'�'x�--x -..=,: w lu #5 AT I'-,Lr '. 5 '•:.-•t7•*- ti-�tir� l' - 7 6" 1/4" X 3' X 1'-3 I/2" PLAT; (? 1 _ 4 - WELDED TO TOP OF SADD'_E HORIZONTAL of EMBEDS AND Y WI7k{ (3J-3/4" cD X 6" LAO SC.q'EW5 ,'�'i" "= GO EG ON B s ` 1 ! 5LAB TO WALL + e /' ; _ ml I #5 AT I -6 EP XY C-�ROUTED I II-I' CONNECTION Pf2EGA5TER 2X 7 d 6 DECKING I� ! I br INTO PREG 5T SLAB I Il BY PREGA57ER II I I f i a (3)-3/4" 6) X 1'-O' L..A6 5GR=i"'3 4" TOPPINrzp SLAB � I LEDGE ELEVATION TO I - I 1 0 -11 I I I J Z C ROUT I D 4 ()-3/4' m X I'-6" WITH W.W,F. al I � MATCH TOP O WALL AT DOOR - I t 4 LAG SCRE4-4 - =I I BETWEEN WALL II I 11 I _ t / �• RIGID INSULATION � '=11 4" TOPPINGS B ° �� � ! - rf! RE: ARCH. \ WITH W-W.F. - �fy 2 AND 5 AB 2°`Q" V i e (4)-#8 CONTINUOUS i CONCRETE TOPPING SCAB— _ _ a - 1/2" 150LATIO ,.JOINT � � i #5 X � BENT BAR WITH W.W.F. i! 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( RE: PLAN :vsW xosi�NF�xoaK • OROUT 13Y PREGA5TER •- -#6 AT 1'-4" HORIZONTAL • • 4 • W 5TRLV TURAL SLAB ° AND VERTICAL ,CENTERED) GROUT a f E OEft E'REULNnvEEflt � AeG 0•;C SQL I D 16 x�x�—x—x-�x t ;. nOtvBOB ak>v iiWL3[S.L'SiGLVii1:1S,1?IC • �QoQ.Q�C .• t ` 8 t°><$x^4 x.� &VON,COLORADO #6 AT 1'--O' I_4 X4X3/8" WITH 3/4"� #5 AT 1'-O" 4 • X 8' EPDXY ANGf-FOR AT 2'•-O" � � q Q d o d'n�:�a '� I i •�Q•oo�.���°p�.Q� a�r>Oj:°r�'o M F gi i� LVC '�{ECRAMCAL ELECTMAL EaGnIl 4' STONE VENEER RE:ARGH ccxL� D _ d CBs EMBED PLATE _ j BY PREGCA9TER�T CJVFL NGLNM - c ` •C ALPLNEENG1NMMWG,INC 8Y PREGASrER e Itf (r a `'i AV,COI.OAAD0 ! I I I -E 1= (xxx'-Xx') Q ° e #q X 2'_q• ° I 51 AB-ON-GRADE r' _' L&X4X3 18 4■ 4" #5 AT 1'--O' HORIZONTAL J 2" PRO E(,T N7✓"NBER 6285 1NIrH W W.F. " " - e - o: ■ ° . .; WITH 3/4 � X 8 � AND VERTICAL 1 -•� a I EXPANSION ANCHOR ° L MX3/b WITH 3/4"m EXP. ° AT I'-•6` a � d ° FOR LOGATIOND READ RED a AND PRO,JEGTIQN ANCHOR AT 2'-O" {2)- #5 TRANSVERSE AT •�'�- EACH WAY WHERE OPEN SHAFT # ISStiE REVISION DATE '' OCCURS, RE: 2/S3.3 ' A.4 AT I'-O` X '�• ° ° #4 LEG 04 CONST DOC d V�r 2-O FOR METAL CGF2ATING 1 i #5 X 2'-O' EPDXY � a-•°•4: •° � � �_�� -�+i`— (2)-04 AT ATTACHMENT ` 1% - � RE?: PLAN FOR FOOTINO �CS�'on.1 o' •�o. °ca. a.r V2" 150L.ATION JOINT V � RE; PLAN REINFORCEMENT FORPERNUT 07.23.04 GROUT TO WALE_ WITH f� I t3pTTDM (TYP) sa. 6" EMB1=DMi;NT AT 8` ° �` -1i�I tt5X 2'-P" AT I'-6' 4" raLAB ON GRADE RE:ARGH - �n �" 05 CONSTDOC 08.13.04 WI H W W.P. TOP OF - ■ -LbX4X3/8" WITH 3/4"0 _ 8° T T`P1S "STAf R DETAIL �', x-J-�R ---xri x--x'-=is—.fi LANDING �� � � ( ®� � gA TUNNEL REV. 09.10.04 BAGKFlLL TO 10 ° e X W EXP. ANCHOR AT I •-6' e O v LEVEL OF TUNNEL 5LAB - -1/2' ISOLATION JO-NT - 3/4" = f'-O' S8 FINALCONST 01.03.05 -`y I 11,.E�,Il , .,1-11 a-11 I,-[1. {Ill ° a e ° q p 16 ADDENDUM 5 05.16,05 4" SLAB ON GRADE I I (2)-#5 CONTINUOUS i d a E N-#5 GONTINUOVS RE: TRENCH DRAIN 3/4' = 1'--0' OJt ARCM RE: PLAN SLOPE (fzE: CIVIL) I v #3X AT 2'--D" +>: CIVIL [xx'-xx'] 4 %5ECTION 5' •V_.V a° D•.O � •.Oat - ..•._ xr—x W. 3/4 % 1'-0' • Q -� - a«6 AT 1'--6" X m (2)-#5 GONTINUOU5 - - p • -afo ° a•a ° a• I e ° G ! Doo .�Qp6 _ ` a• . iii �" z a ! � MIN. V •-�•-' (3) 05 CONTINVAiS - #5 AT I'-&' HORIZONTAL 0 i VERTICAL - #5X ��AT RE:PI.,AN - 05X ��AT 2'-0" ALTERNATE WITH #5X 4'•-D' 6" a FOUNDATION&FRALENG EPDXY GROUT f3" INTO DETAILS NALL OECTION 9 (xx,-xx,*) 1 . 3/4' - 1,-0. t=11 I N (2)-#5 GONTINUOIJS [�: PLAN i i v 6HGT10N 3 cc o 3�� 57ONE VENEER [XX'-XX"] \ i (RE, LAND5GAP� (2)-�6 GpNT. � � PRECAST SHEAR ® 2004 42 40 ARCHITECTURE, INC. REt FON (2)-#5 GONT. OC NORTH WALL •. WALL RE:PLAN PLAN M=6-75 FT--L B5 METAL GRATING • 5MTH WALL I REt ARCH RE:PLAN GA5T-IN-PLACE WALL AT VARIES RE, GRAOING PLAN- VARIES SIMILAR WITH REINFORCEMENT _ +I1 Z • • a T.O. 5LA PER SECTION 3/SI.O REt FLAN ! E 1 a • •• I' SHIM AND NON-SHRINK WI 112 f W3 L 4X4X318 WITH 2" • GROUT BY PREGASTER • • .. —` / ° II 5/8" m EPDXY 6` c:ov.0 o:1 0:0.,.° 59•:or° ^ �: ;---+---x ---x -_x I 5'_O" 5•_0:. 1 _ • !. , ,^41l�J'-p ANCHORS AT 2' ' , ,ns . --3P---x --t----t,"~~.s-- -a� - o On' r - ° �� :o�� �°Q Q6° � W, s IcIO P5F D.L. + 100 PSF L.L. RE: -7/53.3 FOR STEM r- x �? 1/ �L I 'II I-1 �'•, o' �o o' "o oh„rQ�.a Wa = 460 PSF D.L. + 100 PSF L.L. WALL GUNNEGTIU�i TO x � �r i i� t PRECAST SLAB `� 11= �i Ws = 240 P5F D.L. + 100 PSF L.L. y , • . '- z WALL '70- ati / Q GRADE + a • . f BEA`^ (LOADS DO NOT 1NGLUDE WE(GHT GONNEGTIGN 9Y OP 5TRUGTURE..) . a ' �/ (Z PREG AST^r2 e (8) #6 GONTIN kA)5 ° V RTICAL, l° #'�` ,�.��,'�. 16 .-�4' �T TOP AND BOTTOM FRECA &T S LOADING : CONDITION 1 HORIZONTAL a (4.)-#c3 CONTINUOUS 4 . ° RE: PLAN • et .. �; . — - � '. a4 TIES AT 2'-O` • (3'-0" MAX) • GONCR-Tf°_ • f I GRADE BEAM Z a R1=: 3151 O FOR ,• Q ° ° /� w 1.4 WALL TO SLAB ' GLFZ CONNECTION OC A S+` TYPICAL NORTH a lo 4 RE, I/53.0 FOR WALL G °, ¢ VARIES !6`-8" ! 26'-4" { ~/'�� ilf I RE i NFORGEMENT RE: PLAN • RE: 3/53.1 FOR • EMBED PLATE REt PRECASTER I ; FOOTING 4 REINFORCEMENT a. • INFORMATIOV 2" •d Wl WI i WI j IH 1 O • • s •• r a• t 1 - •a a + j W, 240 P5F P.L. + 100 P5F L.L. I U Y 2" VOID FORM r (LOADS DO NOT INGL!)DE WE16HT a &ECTION - RE.PLAN OF 5i RUGTURIJ Q j 3/4' = 1 ' -0" W >FIRE GA &T SL AI LOADING; : CONDITION 2 SECT I ON 3 x I/W = P-O, f 1 (A 3/4' - I I -1�' V Z I 0-4 W I [XX'-XX"] "d * (2)-#5 CONT. - a (REt a2.1 SOUTH WALL E RE: 1='R1=GAS1_ER FOR VARI 5 Ib'-8" ! 26'-4" O z ---- 5" CONCRETE STEM i� ,L L EMBED AT 'UP OF WITH #5 AT i'-$' VERTiGAL CAST-1N--PLACE WALL REt PI+A1V EPDXY GROUTED 6' INFO F'REGAST SLA3 ".Tr- s3 d• Wl W2 I W3 e r' AT I'-b" HORIZONTAL EM$Ef7 PLATE, Rte: • METAL PREGA5TER FOR OF-TAILS • 5'-d' 5' O" , L 4X4X318 WITH GRATE �` AND NUMBER REOUIRED a - 5/8 (p X 6" r -- PAVERS ;RE: LAND5G,"J'- - (RE: ARGIL} EXPANSION • a• i' ANCHORS AT 2'-O" = - W, = 1010 P5F D.L. + 100 PSF L.L. oc�NExlDEVraOr>a W a = 460 P5F D.L. + 100 P5EP L.L. w, = 240 PSF D.L. + 10o P5F L.L. VAM RESORTS RE: PLAN '� s- ^ z TOP OF :� i� Q OF S R T 1 NGLUDE WE IC HT sB LED ° � � �+ �. ~ ;-' �� PRECAST 154­-EAR i,,A�L _ DEVELOPMENT n • . z - a �� I PRECAST 5LAE3LOADING3 : CONDITION 3 AVON, LoR� it I ' 3/B"X4,.Xio. I[1 �-t.-_,: x _ x ` BENT F'L XX.-�"] '�: uj EMBED PLACE BY PF E6A5TEFZ I/8' = 1'- ARCfHTF t'OFlPKOkD 2, WITH 5/8" m IRE: 52.N `4 ANC HO R5 a AT 2' O' z , TH WALL OC A°• VARIES I6'-8" 2+5'_4" SHOR Nra WALL. •a L BY OTHERS s 4 BOTTOM ARCH7EC1UItE RE I PLAN W a Delwer,CokwWo IO SECTION � W, hugrhQ PL&NNIA #6 AT I'-(>" HORIZONTAL • ` #5 X I -I fit" ' 3/4' It -0. DKSIGNcIirlrCT Iz EPDXY CSROU- IRE. 52.10) TO CONCRETE WALL s I I RE, 01/53.2 FOR NEWELL POST HART i HOWERTON PER PREGAS`£R W = 240 P5F D.L. + 100 P5F L.L. Nevnxo> yiaaYOxx - I I r CONNECTION #6 AT 1'-4" I I - •• • ; 1 VERTICAL c�I1- I =- r STONE GAP W2 - 360 PSF D.L. + 100 P�aF L.L. I I (LOADS DO NOT INGLUDIC WEi6HT (REt LANDSGAP [XrG'-XX': i OF STRUG3URE) ENGWUA F'�EGAST SLAB I 1 L 4X4XI 14 WITH 1/2" MONROE&Ne�wt3t. L-mc;m2ats,iNc I1!-II I I I I r REt F RAM.II+G I 1 m X 6' EPDXY I I AVON,COLOA4W T 6„ GONGRE7 WALL F_�I PLAN LEVEL 3!-A\ I r LOADINC5 ; 1 `� ��I II BEYOND, REINFORCE ANGHDRS AT 2'-0' F R E I3 KCAL MECMC.n[,i��GLS'� • : , i W;TH #5 AT 1'-4" HORIZ✓NTA� I I M-EI:LVCINI'rxS.y�lc SA 4 VERTICAL R #5X O FOOT,Nt� I/S• _ { - 'wom.COUAL%DO DOWELS AT 1'-4" °' G/ 5ECTION I_' • I _I I—_� ' i I/as s w I t- ■ Ak1'I.`t±t-NGINi Rl�G IN r !- y C1V1LENiGL�IF�.t 1 I 6^ (2)-itb TOP 9 50TTOM I i' I/2" ISOLATION -11; ` (CONTINUOUS) 'I' ' `►�, JOINT • I i hII 1 STONE VENEER I 4' SLAB ON GRADE F °:x•a REt LANDSCAPE XX'-XK"] PROIEC�I'NUMBER. 6285 I I lnUTH W.W.F. (RE, PLAN) STONE VENEER— r REt 3/51.0 FOR CAST- RE:FOUNDATION RE= FRAMING a6X AT 1'-4' •• METAL GP.ATINC-� RE.-ARCH N I I (RE. ARG.� IN- PLACE WALL ; -• -----s x--lei--s=--�s L--z PLAN LEVEL PLAN I' O ,• a ;' ; 8. + s Sk.AB AAND GOOGRETEAST RE: 3/S4.0 FOR CAST-IN-PLACE ISSUE REVISION DATE WALL REINFORCEMENT AND L 6X3)C3/8` iral"H- ° ` HEADER REINFORCEMENT — = CONNECTION TO PRECAST � $ 04 CONSTDOC V ' • �'. i -(2)-#5 C.ONTI Z (2) #6 CONTINUOUS _ 10 �- FOR PERMIT 07.23.04 4 . . AT FOOTING BEYOND Iry • • i • ° • I I I�I 05 CONST DOC 08.13.04 (XX'-XX") �' �— I #5 VERTICAL AT #6 AT I'-4" VERTICAL. n • I ----- 1'--0" EPDXY GROUT d , _ '_I RE t PLAN -------------- 6' INTO PRECAST 5LAB n 6• - 2m Q g,4 TG NNEL REY. Q9.10.Q4 —`f R'= ARC_ 1 #6 AT i'-4' HORIZONTAL • [XX'-XX"� s9 FINAI.CONbT Ol.Q3.Q5 RE: DER INF CONCRETE X COX 3/8 PL:FOUNDATION �Cj#� r,>r HEADER REINFORCEMENT a X GU!�1TI NUpUS PLAN qY—�� 16 ADDENDIrTM S Q'S.16.05 OPENiN6 5" 5" EXPANSION 3/4' = P -O'� ----- - v AT 2'-0" a RE:ARCH REt 2/53.3 FORrvALL a` Rte: N (2)-#5 AROUND OPENING 6 v REINFGRGEMI=NT AND - G (2) #6 GONTIM1pU5 FOOTINCy I1�:FDRI SATION STONE VEtiEE2 + (2)`#5 DIAGONAL X 4'-O' BO"'TO`�1 OF + AT EACH CORNER O1r'EN I G 5 05 X 3'-0" AT I'-4" RE: ARCH 7111.1 — Ii�ICT1 • REt (/53.0 FOUR B TO d ab AT 1'-4" VERTICAL WALL GONNEGTION ANO EMBE05 #5 V>=RT ..AL AT :'-4' #6 X L6-6' AT 1'--O" • v 6 MIL POLYETHYLENE RE: A ARCH 0 BOND BREAKER 3.`6" #b AT i'-6" HORIZONTAL 01 .e ' ' � X ' AT I'-•4' ' - ¢ ° (REQU{RED AT THIS DETAIL ONLY) • I/2' ISOLATION JOINT - .:; �•� 4" SLAB ON GRADE • d 3 s#6 �C �3--0 A EPDXY GROUT n5 ~ " " + 2' ° 4 SLAB ON GRADE k � 1 X 2'-O', 6' INTO WALL + ° " c s ° a " a WITH W.N.P. (REt PLAN) _ WITH 6X6 W2.1 X IN2.1 1 f pW( AT 2'-0` ° O _• f�" � ° 2 S" WWF #5 AT 1'-O' TO ��•1 �i0•' •• ••`� Q Q 4 - a. Q (I)-05 AT EACH NOSE ^ 05 AT I'-O' (X)C'-XX") ° � #5 AT 1'-6° EACH WAY ♦- • '4 j N a —,z x—x. i ry a STONE t GROUT TOPPING • 2' o.• �5" 5" iV •Q, °vt o.�., n J ! e a • o `C• = f .•� a RE. ARCH t ° A - ° pov .O' J 1 .v �r�' C �.O C .bi (t.O d�df .O 1}r `� •.` I ,.. �'J�'o6�0��' ��I 1 oQ � �' 0'(,� oD(X 00 nOC� bOCy Q• Q' po". 0' po a o.. Do Oat • . a •° _ .�wc a ` ° ° `' • • • a ° d 4 4 v (�)-#5 CONT. v ° ° ° v 05 AT I ' TINVOU5 s AT 1'-6' EACH WAY a• a • ` —, a + - • • • ° • • ° a • • • TOP AND BOTTOM ' • RE, ° 55 . 3 I H PLAN WIN�! 1=IV,I - _1 " 1 : I � 5E G T I ON 1�-,4 _ -''� � �n RE:PLAN # t �j j 5 AT f -4 OOTTOM ado & ECTION 2- ' 3/4 - !' -0'