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HomeMy WebLinkAboutB06-0016 plans IIIII�IIII�I 'llll'lII � 2004 42�40 ARCH'�TECTURE, INC. Project Team ��� � ��''� ��p,�E pF Cc;r 9�\ . Client: VAIL RESORTS Architect: �� 4240 ARCHIT'ECTURE �� 2081 ,` DEVELOPb�NT COb�IPANY C'�. �V 1621 18TH Street, Suite 200 �`rE C��� P.O. Box 959 Denvex, Colorado 80202 i . �� � _ — 137 Benchmark Road Phone: 303.2923388 � � ' ' � Avon, Colorado 81620 Fax: 303.292.3113 — . _ Phone: 970.845.2535 Contact: Robert Fitzgerald �� c Fax: 970.845.2358 °p _ c�t Contact: Jack Hunn � r - Q , � SoIls Consultant: Landscape Architect: Surveyor : Waterproofing Consultant: � Koechlein Consulting Engineers DHDi Design Corporation P�K LAND 12364 �Y/est Alameda Parkway 1390 Lawrence Street, CONSULTANTS, INC. D ' Consulring Inc 7 Suite 115 Suite 100 1000 Lion s Ridge Loop 4101 Westerly Place, Suite 110 f—i � Lakewood, CO 80226 Denver, Co 80204 Vail, Colorado 81657 Newport Beach, CA 92660 (303) 989-1223 Phone: 303.892.5566 Phone: 970.476.8644 (949) 955-2777 (303) 989-0204 Fax Faa: 303..24.6961 Fax: 970.476.8616 (949) 955-2529 FAX Contact: Gregg Brown Contact: Brent Biggs jmd@d7consulting.com � A F'�1 WZMechanical/Electrical En�ineers: Strucrural Engineers: Code Consultant: Fire Prevention: a O CATOR, RUMA b40NROE & NEWELL ROLF JENSEN & ASSOC. ROLF )ENSEN & ASSOC. ( � 1324 15th Street 1324 15th Street `� ' ` � & ASSOCIATES, CO ENGINEERS, INC. Denver Colorado 80202 Denver Colorado 80202 �� v 1550 Dover Street, Suite 2 70 Benchmark Rd., Suite 204 ' ' `I r', Phone: 303.573.7848 Phone: 303.573.7848 r_, w Lakewood, CO 80215-3132 Avon, Colorado 81620 Fa�: 303.573.7843 Fa�: 303.573.7843 w � Phone: 303.232.6200 Phone: 970949.7768 Contact: Steve Rondinelli Contact: Steve Rondinelli VAIL� � OLO1 �1 1� O Fas: 303.233.3701 Fax: 970.949.4054 Contact: Nancy Johnson Contact: Peter l�fonroe � � L ' Abbreviations : Abbreviations : Vicinity Map - Vail, Colorado Sheet Index °�"0. °E`� °P� DWG . DRAWING TITLE VAIL RESORTS A. C . R . G . D - ACOUSTICAL CRITERIA GOVERNMENT DOCUMENT SC - SOLID CORE j 1 a �� _ " ' ` � DEVELOPMENT A. C .T. - ACOUSTICAL CEILING TILE S . C . S . - SAFEfI' CABLE SUPPORT - � � COMPANY A �� ROU � ta � ACW - ALUMINUM CLAD WOOD SHT - SHEET I � � ? 1;�j nvoN, coLO�wo AES - ARCHITECTURAL EXPOSED STEEL SIM . - SIMILAR Q -, � _�` �,� CommuniryDevelopmentDepartment SS — STAINLESS STEEL �� ���� Of� VQ� � � BuildingSafelyandlnspectionServices .+xc�urecroFxECOxn A. F. C . — ABOVE FINISH CROWN ` Section .. ��• `� A. F. F. — ABOVE FINISH FLOOR STD . — STANDARD � 0b�8� ��r - -�� 21 � —_ I� :arnational Building Code/Intematfonal Resident!^,I � ALT — ALTERNATE STL — STEEL �j . - -- Code va�;dit� ct Fermit rha issuanca or grar;ing ot a pem t sh:�� W not be con5trued fo be a permit for, er an 2pproval of, 2ny ��io�aLen ot � � O ALUM — ALUMINUM STRUC . — STRUCTURE � STRUCTURAL� � / � ` � _ F � ) anyoftheprovisionsofihiscodeorofanyotherordinar.cecft �� w B . D . — BALCONY DRAI N T. O . — TOP 0 F �/ � �' S I = " - junsdiction. Permits presummg to grve authonry to v�aat� cr c°-c�� the U e � �~ � ., ���� _ -,,s_ � a provi,�ons of this code or other otdinances of the jurisdiCion c',.= � r �t be (wj g BLDG . - B U I LDI NG T. O . B . - TOP 0 F B EAM � � e � � � valid. The issuance of a permit based on cons;tiC,ion Coc.:r�r:� and Q � � �..� ., Y 8 . 0 . — BOTTOM OF T. O . D . - TOP 0 F D ECK _ — � � `�" `� other data s„a,l not prevent the building oflicial from reqcirng Gi. w ��- T � correctian ot errors in construction daurt2�:s 2nd other d;ta. The U � B . O . D . - BALCONY OVERFLOW DRAIN T. O . R . D . - TOP OF ROOF DECK `' �. S � 1 � bui�din otncia� isa� au zedto vent Q � oe�„e�, cao� � �1RRtlBEI�1 �E 9 � cqtupancy cr use of a d CJ - CONSTRUCTION JOINT T. O . F. D . - TOP OF FLOOR DECK �" �' � I __-,,_ : -�_ `, stmaurewherein io�atio mis ee► ot `nyomerominancesot w w O , thisjurisdiction. / / w � Z W �siErt�u•auEn - CENTERLINE T. O . F. F. - TOP OF FINISH FLOOR 0 _ �� � �� � � � � � LIOIVSHI� � / � -- PLANS EXAMINE • � �//!a j o a� c� � � V D�s��N nncxrr�cr CLG . - CEILING T. O .A. W . - TOP OF ABUTMENT WALL � � ' CENTER � Q � � g C L R . - C L E A R T. O . C . - T O P O F C O N C R E T E � � ',�- � Cc�Y,t��7ai�► M-z f 1 � ��� � � � w� C . O . - CENTER OF i , � �- � � a HART � HOWERTON T. 0 . P . - TO P 0 F PARAP Ef �Q _ � G S� E Cn r-�D t?7c�Y11 S L � S�� G�F-� f�F�C N� [ ( ? � Z o � N� ,�o,�; *,�,�o�: C . O . F. - C E N T R E O F F L U E - S � --- - o ,,., � J COL. - COLUMN T. O . R . - TOP OF RAIL �Q� _ � TOS - TOP OF SLAB STRUCTURE ' � � � z �Urn� �c� CONC . - CONCRETE � p ` _ ° Q � � ? Mo�oEa :�� �,�.�Fa�, �,� W L.L W A4'ON, COIAR�DO CONDO . - CONDOMINIUM T. O . ST. - TOP OF STEEL � ` Q U' � w� � � ��� T Y P . - I Y P I C A L z d � `"'TOR'D�vv R�1DCO��w o"�' co. C . O .W . - CENTER OF WALL � J Q � � UNO - UNLESS NOTED OTHERWISE , O CT. - CERAMIC TILE ' Q -' m a �' "`� �`GA�" CPT. - CARPET VCT - VINYL COMPOSITION TILE )'I"j' ,.� m ,�, w o o �����G, �G V. I . F. - VERIFY IN FIELD ;' a J z n- c� zoo Q � � � U D . D . - DESIGN DEVELOPMENT 1/�l . - WIDE � rr � DIS . - DOW SPOUT W� - WITH r�NTLERS �J ISSUE � 013 38 P . D . S . - PROPOSED DOWNSPOUT yyDO - WI�T� OUT N LIOI`1S SQ � . �—.,F+!�i, t,_��'��:�::,;., . Il O O O O O DWG . - DRAWING WP - WATERPROOFED O �� —� � DATE N o N r' N ( E) - E X I S T I N G WPY - WORKING POINT Y- GRID � � � � EL. - ELEVATION WPX - WORKING POINT X - GRID FD - FLOOR DRAIN PROJECT LOCATION o 0 0 0 0 FEC - FIRE EXT� NGUISHER CABINEI� Symbols : REVIS . pROJscr ��Ex: Zoaz�.ii F. F. - FINISH FLOOR F. H . - FINISH HEIGHT GENERAL rssuE �«sioN D:�� FIN . - FINISH F. L. R . - FLOOR �� LEADER General Notes : G001 Sheet Index & Pro'ect Information � PERMIT 02.06.06 F. R .T. - FIRE RETARDANT TREATED � , _o„ FRP - FIBER REINFORCED PLASTIC CIVIL > > s P.R096 oz.is.o6 DIMENSION STYLE F. O . F. — FAC E 0 F FI N I S H 1 . All construcuon shall comply with the codes referenced 6. Details not shown are similar in character to those detailed. t3s ccD oza os.zzo6 F. O . S . — FACE OF STUD 3 herein and all applicable local, state, and federal regulauons �}Uhere specified dimensions, details or design intent cannot C108 P�O osed Gradin Plan F. O . S .T. — FACE OF STEEL TUBE having jurisdicdon. be determined, consult the Architect prior to proceeding FRP — FIBER REINFORCED PLASTIC 2. All floor and roof elevations are to top of fuush. with the work. LAN DSCAPE FRT - FIRE RETARDANT TREATED �03 � INTERIOR E�EVS. 7. Do not scale drawin 3. The Contractors shall investigate, verify and be respoasible $S• F.V. — FINISH VERIFY for all conditions of the project and shall notify the 8. Should any conflict occur beta�een drawings of other Ll GOndOIO Tunnel Site Details FVC — FIRE VALVE CABINEf 4 Architect of any� conditions requiring modificauons or any disciplines and Architectural drawings, the Architectural GWB . - GYPSUM WALL BOARD discrepancies between the drawings and ea:isting condirions drawings shall supercede all others. Contractox shall norify G . C . — GENERAL CONTRACTOR 1 prior to proceedingwith work. Architect immediately for interpretaaon. ARCH ITECTU RAL GFRC - GLASS FIBER REINFORCED CONCRETE A� o � ELEVATION REFERENCE 4. Contractor to protect all in place construcuon landscaping, 9. All dissimilar metals shall be effectivel isolated from each HDWR . — HARDWARE paving, utiliries, etc., from damage during construction. All other to avoid molecular bxeakdown. Y A020. 2B Code Summa Gondola Tunnel H . M . — HOLLOW ME1"AL A100 Overall Site Plan Pro 'ect Location Ma ° I H . P . — HIGH POINT paving construction, damaged landscaping, etc., to be 10. All material quantiues shall be coordinated with FIN. FLOOR ELEVATION TAG restored to original condition by Contractor damaging same. Architectural, Structural and Electrical drawin and shall Enlar ed Site Plan .— � H .T. — HEIGHT $ � 5�'� � �_ o � INC ' G . — INCLUDING 5. Notes appear on various sheets for different systems and not be limited to any single discipline. A1 10 Tu �nel FlOO� PIa� Arrabelle A110. 2G - �., , construction material. All sheets are to be reviewed and Enla � ed Vestibule Plan COnneCtiO� Detail � °O �- I . D . — INTERIOR DESIGN 11 . See Structural Drawings for e�act location size and thickness - � INT. — INTERIOR notes on any one sheet are to be applied to all related of all structural elements. A460 TUnnel SeCtiOns � �:-_ L. O . — LOCK — OFF 3 . 5 STRUCTURAL GRID drawings and details. � � L. P . — LOW POINT � a MFR . — MANUFACTURER ' MNT. — MOUNTAIN a _ WALL TAG STRUCTURAL MTL. - MEfAL M . R . - MOISTURE RESISTANCE S1 .OT Tunnel Framing N .A. - NOT APPLICABLE uNir N . I . C . - NOT IN CONTRACT P � pp ROOM ra,c ELECTRICAL N .T. S . - NOT TO SCALE O . C . - ON CENTER ioo DOOR TAG E100 Electrical Le end and Schedules O . D . — OUTSIDE DIAMETER e E110 Gondola Tunnel Elec Plan '��E� O . F. C . I . — OWNER FURNISHED , CONTRACTOR INSTALLED �BB WINDOW TAG O . F. 0 . 1 - OWNER FURNISHED , OWNER INSTALLED O . L. - OVERHEAD LANDING o� DETAIL/ENIARGED P�aN MECHANICAL O . H . - OPPOSITE HAND A� �� & ELEVATION REFERENCE OPP . — OPPOSITE M110 Gondola Tunnel Mechanical Plan - - PART. — PARTIAL o3/nto � WALL SECTION N TUNNEL � �:1 I P . LAM - PLASTIC LAMINATE � REFERENCE � , PLYWD - PLYWOOD DEWATERING Go�o� PP - PRICING PACKAGE PTD - PAINTED � BUILDING SECTION D102 Gondola Tunnel Dewaterin Plan R - RADIUS A101 REFERENCE � 6 � RB - RUBBER BASE � �, � R . D . - ROOF DRAIN � - - - - - - - - - � ��, PRO � ECT RE : - REFER TO - INFORMATION REQ ' D - REQUIRED (` �) REFEIRENCE RGED PLAN - R . O . - ROUGH OPENING - - - - - - - - - "' R . O . D . - ROOF OVERFLOW DRAIN c: r R . O . W . - RIGHT OF WAY R . S . - ROUGH SAWN �rawing Title �� DRAWING ID TAG �. G O O � � � : �s ��= � �e 2004 d240 ARCHITECTURE, INC. � . � - \ �- � � � \ \ . 6�/{�0�.. RISERS 1M711 i' �Ifl$�'4NG DOOR � 38.68 �+ 39.5 / �� ,.; �, i \ � I , ` ��D I dv�.`�D d. P'^' P� a . � 38.�2 78 TREADS 38• I.5 7 �j ♦ / Q,P;,..•.., +38.8 FF . K 8 FF � � i � , 7 �_ _ �,_ _ _ �� c� :� . 2.4 34 --�--3�+-` \ °i 1 / � � � � / � � ! ' � AIATCH EXIS1iNf3 GRADE I � � � � � - i , -. � \ ri / J / ' I 12 0' PROPERTY UNE �" 2 '' ,7 �; � 38� 38.4�t 3i.80 r' • I r � / . ( ''�' � �"�� \ � / • \ I / � � `� ALL EXISTING �.- - - - - - - - - - - - - - - - - EXISTING EASEMENT % 'r ` � � � ,�. _ _ __ � � x � _ _.. � , - s�s euRim � � :;h?' � � - - - , / / _ . � - � � ` EXISTING BUILDING ' + � 35. . - 4.97- _`� !`� 3$.18 ,,; i / \ � . . L 8,f � -- 40.2?,�' t � �/y �� � , � � � ��.. ..� •��1�• � ' - - / / \ � \ � ` 1 - 3'Sy' 9�A � �� f..� i rIVN�7G I --------�--------°-�---°---- XISiI OF T ;YAL .:; . �' ,� '-� _ _ _ •� i I � I ` ' � \ � I I � 4 _ - E NG EDGE PAVEMEN � ; � i - - 2 � 'T�� - Ql' -*'�''r � '� +� 40.tb I � -- - �-- - -- � - - APPROX. 50' STREAM SElBACK ✓�Z'� OG 2.5 = ' � \ � \ � DI [0 � 'S� pi��3 �.20 ' _ - - - - - -- ' � � _ 9.9 I � , 38.34+ � ^ / i � I ` - : �. \ \ _, \ P 'N�. : D�4T� ,\ � \ � I I Y I I � I i ' . . - - APPROX. 100 YEAR FLOODPLAIN ` . . �!'���- , - - - L I � � - - 8090 - - - - - - - exisnNC �o' CONTWR I � ., ror e � ss. � � i � I � I �` I ' ,K, � I ' �f � / I \ � = roP ,�,.�a � �N ewsnNC � / I - - - - - - - - - - - - - - •- � N M m �. � / \ / �p � ar. •Ja ' ` P SLOPE -I - _T� - � - - EXISi1NG 2' CONTOUR � / � � '�'� „' � 1 \ / t. / � ! at %�� I / .67 1I � i � � �� . 1 � � / / ( � ��, `� ���4 -\11 � EXISi1NG TREES �. /j '_ �3J. � �� J� �. 3 / �, ,'' r ,,s ' , � ./ � A' � , '�" r � ! ,f. �r .�' �r '__�_' 31.37 134 7 I 3 ,. 31 � �. . �,� �% % ', � .8 HY � . - - 3 ' ' . � ^ 17G . � � s s r/i ,, r �%' rd,/',, � f % "'�� �' 'W , �^',�'r' ,�'`��'� � '�� e�' � - � / �� � 9.7 � i 5 � � \� � �,, �1 4Bi PROPOSED 0.5' CONTWR T � � � r' 3d.5e' �� �"✓° � / ,.- , ; " f + f ,� � -" �'' .�, . ,x .r"�r i 1t� i • ,, � �.� - -� ` � � � � �� � � i ., � � � � �, PROPOSED 1 ' CONTWR 35. a 2X r � „ ✓, � l f �, . � \ r • .� � � , s � � � W \ '' „ � o / . � .. l �( d�. � r x ' l 1 � 1 +31 1.3 / � . � J ,. r' � � ' ,7 � r. � ��j - - lD H TD HP � _ i I , �490 9.8 00 � � + � ' PROPOSED 10 CONTOUR ' �,,+' � r : '".rr 'r�t � , . �✓�, '�,r r'' `" , ',., '' .�r � ° �,�. ''' .� / � � r �, / ,. N � .,R', I i � � 4 '� 27.SOI27.50 �' 2 , .�� ,�,,, ,. � ,,, 00 k ' . i .70.- ' . ♦ 27.95 T , . � . ✓ ,, „: . . ,, � r � i / � ,;• ;- ,y0• I � 0 ' ! � �1^. � PROPOSED SPOT ELEV. AND GRADE � r r . ,r ,� f r � ' F � rSTJ,e�:�y•; •m , '� � �/i • 4 39.9 HP 38. HP ` I A ♦ F� N :~ ✓ � � / + / r � � .. s fl✓� r . r� ' .��, /r � . � .. .. 1 / \ � � ' I � + � � . . � � �: .• ✓ � . W y " f .J :� ; r �°'� F � � ' J ; ✓ r .0 :✓'�y J ✓ r r I' r r ' � l t r J' �' %� � � �S� / \ ° . '' ';i . '. �".+ "" '". ' .; � f �'�.° ,; ;r�'i" ,.� ��'�.� Y y �",J� '"r' '�. ';r"'' ° `.r' fi�f' F'',r `�I'� , '�� .� s'' No LP INLET 27.2 27.7! • r• r ii^' .✓',r''' .+ ,. � , \ � � � / � �f 2J% � � � � ._ � � / r � � - - - - PROPOSED CURB AND GUTTER a � . . A,r'A . „� ��..i� � :' f e ' .. . : �, '' . /,r ,, . .• /" r i'' .'' • •"'r ' � "'��" /" ' /�,� ''� � "`° "' r INLET � 7� RISERS NA � r r � r` �, � � � =..y 4 T \ , . r " s J f , eJ + , ,� / � s0. PROPOSED EDGE OF ASPHALT � O r�� , � ,,, � ,.1 � .. . � . ' /� .�^` �.: � � � �.� "�re � � '� � � A r ,� r" .. �..�. r ;. r r� .r� r. � � ,�"' '17.'1.5 C� � 76� � �E.4�S TM � � • � �` �'f,,• . '� . .P , \ � . �17+' � • : ., ' . � : , . . ,� „ � �, ' } , : �� �� START END OF ALIGNMENT k PROflLE . . • . . „ °ys, ' , , .r , , .,, F. .,; . / ,r' , " " ` � I1 � ) I � � � / � '� ' �..; � r .� � , ; Jr ' . ,i ' .. ..' � r,� � : � � ,r' ,r �' y �„ ' *� r �/' � '.r . I ' %' r ✓ ✓'JW � : r" / . .:�, ,✓y '' �� �,✓�F ' ,4'` r ' �s .:° � ♦ � � . ,r ! ! ✓ �J'� � i . , �' . ' / r , ,. ! ? ' ,. .' . ''� ..' ,P ,✓' . "' r l =' !`' ,/ r, .'" ,:r �f r' � ,, ' .! e . .� ,,, �.✓ .,� ,o^" ! r'� ' �r � /p' �'r"'''s ' � ' _ _� � __�_����_�_� �;�[��� � �3./- _ r ! ,�,� � r. r' : �, r .r''� r� ' „� �1� : ' : . ✓ r �' r .Y :� �� s' r r ✓ J' ,r .. r , :. .. . . ��:.. 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INC "" '�_' �` s '"_'_"�""'M'"" �� f I � i � ; LANTER AREA �, i ; j '� i ! i �^^^-��-�--.^�� 11 —9 �; i 1 � , i i ( i � ' , PEN PLENUM i � `y I, 1 �!, �i I FULL HEIGHT STONE VENEER , '�- � �� X � ; �i i , � , __�_ ____.__y � � � °' ' \ ' � 2 � -, --------------------------------- -------:-�---------.-__------ cc , � , � i CAST STONE CAP ----- -----------------� � , � � � ------------------------------ ------------------------- :_ _ __-_--------------- --------1 � � ; .----------- � � � ----------- ' .-__--------- ----------�_�-------------------------------------------- ---------- � �J - ----- � SI M . � � -------------------- , � _ �/ ------____ - i �� � ------- ----, , ------- ;------------- ; � I , � �--- �- -------------------------------------------- - ------ ---- --------------- -------- - � STRUCTURAL CONCRETE WALL, --------------- - �------------'- - --""" -----�---------"--------__ ^�^1�'Y�� PROJECT NUMBER: 20826.11 RE: STRUCTURAL '---------�-�—""-"-� GRATE / INTAKE OPENING WITH STONE VENEER ABOVE AND BELOW rssuE REVISION DATE CENTER LINE OF TUNNEL, RE: ARCH � 2 GRATE (SEE DETAIL AND ELEV) rExMrr 02.06.06 �-._.�,�.,._..�..-..�.....-.�.,.-�-��-- L1 L1 ULL HEIGHT � STONE VENEER `�..�� ii3 P.R. 096 02.13.OG `�� 138 CCD 24 03.27.06 13'-1 �" ��..� 4' -1 �" � -------, ------------------------------ � ------------ � ------ � ------------------------------------------------------ `. . � �� �� � � � � � � � � � � . � � � � �� �� . ------------------------ � ----------------- � ----------------- � ------------- . `-- - ----------------- � - , / ,` '���`�� - -_� � � �� ` `` 1�— � � 1� � _ � i � \` ` j � % `` � �_ � - �- - \`\ \ - —�� � / `�\ � � � �� � \\ ' �\ � \ � �� � % �� � ��� � \` ��� / // � + � �� �\ � + �`� � `\ \ � � �-� � � j �� \ ^ �� � � ^ j �� `\ � - �� _ � `�� - -- r - - � -r ' � \`\ _��_��._��_�'�__� `\ ���_��_' � ` ��������_�_����___ ��_������__' � __—__---�--°—_°°_—__--_----�—° � N �� � ��` _--�----------------- �. !a ' .� ��.� 1 / � �� � �` �` / \` ��� • % �\ ��.. / `� ``��� % ``�` ``��� ;' �., '��.,, GONDOLA i ``` ``�� ' � ,,,\\ �.,,,````` TUNNEL , ,, ,, SITE DETAILS ; �, ;' �`�, ., , ----------------- �. -� ��. --------------------------------------------------------------- L 1 3 PLANTER INTAKE PLAN Y+• � � ' � ❑ Qc 2004 42�40 ARCHITECTURE, INC. � o O � � O O ZSL OSZ 84Z 94Z bbZ L4Z ObL B£Z 9£Z b£Z L£Z OfZ BZZ 9ZZ bZZ ZZZ OZZ BlZ 9lZ bLZ ZlZ OLZ BOZ 90L bOZ ZOL ooZ . p�� pF CO(p9 ,` 9 � � RALD � � _ , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �M P.� N OTE : w � . o ° ° ° ° _ �� i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i � °°"' i � i � � i °"°' � �j 2081 �,` o -- �� I .I .I .I .! .I .I .l .I .I .I .! .1 .1 .4 .l .4 .I .I �1 .l .1 .l .I �! .1 .I .I .I .� .I .I o:� � �.� �'f` �<c. � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � / � - - - � °"" `" "� ONLY MATERIALS AND NSEp AR��� oz� � �.: � - - -�� �---- �. �. � ,. .� .� ,. �, �, � � ., ,. �, .� i^�'Ir�l'�7��Ir �1�7^�l i DECORATIONS APPROVED BY � i � I y y � � y y Y 1 1 �f �f Y 7 1 1 � i � i � � � � °x"' °" '•' BUILDING OFFICIALS SHALL BE � < � � � � � �� r - - - 1� i i i i i � i i i i i i � � � � i i i i i i i i z� �;u LOCATED IN PEDESTRIAN � ) � ='_1 I I I I I I I I I I I I I I I I J _L_ _ _ � o > � i i � WALKWAY. (IBC 3104.4) L_ L L 1 _1_1_ _L—L_1_1 eora < - -- 1 �—�—�--r—r—}'—+— ro� vx iu L � vn �a �1 /�� __ j� I I i I I I I 130""• �� � Q � � — � ❑ +✓�V�✓�✓�v �✓J � � . I 1 1 i - 1 � � I�� � � iM t UWB I � � 00 �L ) � r�yr�yr� yr� �V�Vr� r� IM 3 uNrs �w _'_1' ' I I I i I I i � � s ; � I I I I I I I � `r' � � � � �� � l�-' �a eos �e ma �a eo� H � O C'\ \^, �a ms �e eos �e ms +ur �,�(. � ❑ ❑ u ew �e aos w �os V I II II 1 � � •�\ � � �a ms w eos b ma oa�n O C��/ � ^ \ \ � \ i� � � , ° 00 W � ` � ❑ 4 . . � � �..� z 000 00 00 � 000 0 0 0 0 . P�6 � �..a ■ � PROPOSED ARRABELLE � � � � � �� � � � � � BUILDING BASEMENT PLAN , � PARKING LEVEI. G1 . w � � ■ CONSTRUCTION TYPE: 1 B(IBC) 7 • PER CONSTRUCTION H DOCUMENTS DATED FEB. 15, � " � � � � 2005. PREPARED BY 4240 � � � ARCHITECTURE INC. � � � A � � � � � � � � SPRINKELE ED. E FULLY � 0 0 0 o Q � � � L■ — II owNawneveweax � � P�6 VAIL RESORTS P�6 ACCESSORY USET�ONLY • ■ DEVELOPMENT 2 HR FIRE BARRIER PLANTER/AIR INTAKE, ABOVE COMPANY GENERAL NOTES — EXITING WITH FIRE DOORS AVON, �o��o MAX. TRAVEL DISTANCE SHOWN IS INTENDED TO ILLUSTRATE THE LONGEST � nxcxirecrorxscoxD TRAVEL PATH FROM ALL ROOMS OR SPACES. COMMON PATH OF TRAVEL/DISTANCE - 1 EXIT • � O MAX LENGTH = 75 FEEf FOR ALL , OCCUPANCIES EXCEPT H TUNNEL I,� � CC � 24 MAX LENGTH = 100 FEET FOR B,F,S �- OCCUPANCIES IN FULLY SPRINKLERED TUNNEL NOTES: P 6 USE: SERVICE ACCESS n �� g�_3• 1YP, � � BUILDINGS AND STORAGE BIN QUEUE CC 24 � s PASSAGEWAY OCCUPANCY: S- 1 v ��VS�, �� COMMON PATH OF TRAVEL/DISTANCE - 2 EX1TS •� 1 . LIGHTING, FIRE ALARM , SPRINKLER AND AREA SUBTOTAL: 2130 SF �� unsraxrznNxEn 2 SEPARATE PATHS OF EGRESS TRAVEL OTHER LIFE SAFETY BUILDING SYSTEMS IN TO 2 SEPARATE EXITS FROM ANY POINT NEW TUNNEL WILL BE EXTENDED FROM OCCUPANCY LOAD '� DP3IGN .V[CHI'tP(.T IN SPACE OR ROOM EXISTING SYSTEMS IN THE GONDOLA � FACTOR: 300 SF PERSON �� HART HOWERTON BUILDING. P � 6 OCCUPANT LOAD: 8 �� I MAX EXIT ACCESS TRAVEL DISTANCE IN � FULLY SPRINKLERED BUILDING MUST NOT 2. EXISTING MECHANICAL SMOKE AND HEAT NEWYOAK, NCWYORK EXCEED: VENT FAN TO BE REPLACED.{SEE �� s'rRVC�unn�,�c•*�*,A9 250 FT. FOR A,E,M,R,S- 1 OCCUPANCIES MECHANICAL PLAN) • morrnoe e xeweu. excn�m.�ns,nvc AVON, COIARADO �- - - -- - - -- - - - - - - -- -- - - - - - -- caanRrttrntnnrm .�ssocures, CO. 300 fT. FOR B OCCUPANCY 3. THE NEW TUNNEL IS NOT A �'� �`. �' �''�il.iPFAQ 400 Ff. FOR S-2 OCCUPANCY COMPONENT OF A MEANS OF EGRESS FOR • ,�� ��\ De�ve� co�.ox,wo 2 EXITS REQ. FROM ANY SPACE WITH EITHER THE GONDOLA OR ARRABELLE. • �' � OCCUPANCY LOAD GREATER THAN : EXIT ACCESS FROM THE TUNNEL WILL BE ' � CIVILBNGIlVBPA 50 A,B,E,F,M,U TUNNEL. DOORS AT EITHER END OF . ,�' ��\\ \ AI.PIlNSSNG¢JEERING, mrc 10 R vnu, cowxnno 30 S TRANSITI�N OF NEW NNNEL 4. NEW TUNNEL IS TO BE CONSTRUCTED � TO EXISTING TUNNEL �� ENTIRELY OF NON COMBUSTIBLE MATERIALS. � \� (3 EXITS REQ. > 500) � � i i � i i � i � ` i i i i I I I I I � �� l�� � FOOTPRINT OF UPPER LEVEL � � OF EXISTING GONDOLA Code Notes � ��� CC�24 i BUILDING PROJECTNUMBER 20s26.11 CC�24 \ \ �� PASSAGEWAY � ISSUE REVISION DATE III. BLDG. CONSTRUCTION NPE, ALLOWABLE AREA V. FIRE PROTECTION DETAIL NOTES � i I . APPLICABLE CODES (PARTIAL LISTING): & SMOKE EXHAUST FORMULAS � i A. Sho Drawin s EXISTING GONDOLA BUILDING: A. Tunnel Construction Classification : Type IIB. P 9 ` , i PF1tMIT 02.06.06 A. International Building Code (2003) Fire Protection and Fire Alarm Shop X i CONSTRUCTION TYPE: IIN (UBC) B. National Electrical Code (2002) 8. Existing Gondola Bldg. Construction Type: Drawings shall be reviewed and approved % �� ; PER CONSTRUCTION DOCUMENTS DATED 113 P.R 096 02.13.06 by the licensed fire protection design 2 i C. International Fire Code (2003) IIN (UBC). Per construction documents on y 10 JUNE 1996, PREPARED BY MELICK D. Town of Vail Amendments to the above file dated June 10, 1996, prepared by engineer. � ASSOCIATES. BUILDING SPRINKLERED IN 138 CCD024 03.27.06 Melick Associates. • GONDOLA TUNNEL AND BASEMENT. referenced Codes g, Fire Alarm C. Allowable Area IBC Table 503 : Fre alarm in the tunnel will include horn `� o � ) and strobe devices located at 2 HR FIRE BARRIER ♦ For one story Type IIB Bldg. = 17,500 sf each end of the tunnel. Rate WITH FIRE DOORS compensating heat detectors are to be new & existing tunnel area = 2, 130 sf added at LOADING PLATPORM P�6 II. P 0 CT SUMM Y exist. gondola basement area = T,�$� the entrance to the tunnel on each side �• GONDOLA SERVICE AND and spaced 30 feet on center in the � TUNNEL EXIT ONLY q, Project consists of a new below-grade Total basement & tunnel area = 3, 815 sf tunnel. Add a heat detector ot the corrugated metal pipe tunnel walkway from Arrabelle entrance connection to the �• the ArraBelle project connecting to an A single basement need not be included in tunnel . All these devices are to be EXIT ACCESS TO GRADE existing corrugated metat pipe tunnel to the total allowable area provided it does connected and monitored by the Eagle the EagleBahn Gondola. Light and not exceed the area permitted for a one Bahn fire alarm system . The system will ventilation are provided to meet/exceed story building (IBC 506. 1 . 1 ) . be monitored by an approved central EXISTING GONDOLA minimum required levels. Total first floor Gondola area = 6, 135 sf 1 system . Doors on hold -open at either BUILDING LOWER The tunnel will be considered an extension < 17,500 sf J end of the tunnel wifl release upon any LEVEL B. � alarm condition in the tunnel or in either of the existing Gondola Bldg. basement. 1 building. The tunnel and bosement will be D. Smoke Exhaust Vent Area to Floor Area sprinklered. The main floor of the Ratio (IBC Table 910.3): C. Fire Protection Gondola Bldg. is not sprinklered. Group S- 1 , Option t = 1 : 100 Extend fire protection from the Eagle Bahn �, Separation between the tunnel walkway and system into the tunnel. Design the buildings to which it is connected will •01 x 2130sf = 21 .3 sf req . density will be Ordinary Group 2. Provide be 2- hour fire resistant construction. Area provided = 21 .5 sf flow and tamper switch for the tunnel fire protection system. Connecting doors will be 1 - 1 /2 hour E. Smoke Exhaust Fan Size IBC 910.4.2 : rated doors in accordance with Table t � D. Smoke and Heat Vent System 715.3. 2130 sf x 300 = 6390 cfm req. The exhaust fan will be activated p, Only materials approved by the bui�ding Fan cfm provided = 6800 cfm automatically upon activation of a heat official shall be located in the tunnel. detector or flow switch serving the tunnel. Provide a manual switch for fan E, Exit travel distance on a pedestrian ^ activation at both entrances to the tunnel. walkway equipped throughout with an IV. DEFERRED SUBMITTALS automatic sprinkler system in accordance , E. StandQipes with NFPA 13 shall not exce d 5 f A. Tunnel Manufacturer s shop drawings, Hose valves and connections shall be including analysis of soil, snow, and provided in both the Gondola basement pg�pg� F, Mechanical smoke exhaust will be provided vehicle loads, shall be prepored by a and the ArraBelle in locations as approved in general accordance with the Colorado State licensed engineer for by the Town of Vail Fire Dept. requirements of IBC Section 910.4 submittal. F. Portable �re Extinguishers �, Tunnel ta be protected with automatic g, Special inspections shall be provided and Portable fire extinguishers are to be _ sprinkler system from Eagle Bah� Gondola documented for submittal to verify provided as required by IFC Section 906 1 CODE SUMMARY GONDOLA TUNNEL in accordance with NFPA 13. conformance with manufacturer's assembly and by the Town of Vail Fre Dept. TUNNEL H, Arrabelle loading dock and ELEV. 1 requirements and backfill requirements. � vestibule occupancy during construction of Arrabelle project to be temporarily covered by Eagie Bahn sprinkler and fire VI. ADMINISTRATIVE MODIFICATIONS GONDOLA alarm systems. �, Fire alarm system from Eagle Bahn A� nculdedrunlderMsepalrote covere to be Gondola in accordance with NFPA 72. CODE SUMMARY GONDOLA TUNNE PROJECT NORTH 'I'RUE xrx 0 8' 1 G' 32' A020 . 2B Q 2004 42�40 ARCHITECTURE, INC. �p,�� OF CO(p9q ET RALD � 2081 ,` /��NffO ARC�`���v ��' CC � 24 .' ��LAZA, REF. STREETSCAPE ```` `��` �� � / �' DRAWINGS ON "ARRABELLE" PROJECT �`��� \\ L' . �"'1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ��! � � � � � � � � � � � ^� � ^ � ` � . - - - - - - - - - - - - - - - ' � � �- - - -� - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - l- - - - - - ----- - ----- 1 ' `� 1 `\` I , / `\\\\\\� , � ^ � � � 1 ' l � � �� , V iI � -� - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �i , , , --�- � 0 , , _ � , , , ;, i , ,� i A � , ; WZ , � , � � c� O - - ---------- ------- ------ -------- ---- --- � a - - ------------ ---, � "ARRABELLE" PROJECT i � ' � , \ � i i ` � � PLANTER/AIR INTAKE FOR � � ' ' `�� F-� TUNNEL EXHAUST SYSTEM � �� �� / . � / � � � � , , +^ � --------- ----------------- -- ---- ---- ------- � — ` PLANTERS, REF. STREEfSCAPE / / ' ' - - �` \�'� DRAWINGS ON "ARRABEL�E" PROJECT / i � � I \��� / �� /—� � — - - — - - - -- `} — - - - - � � — — — — — — — — `----- ----� �� ____ _______ __�O__ _�__ __� I ( �\ � I / ' ' \\ I � o �� I I � ' \ , I / � ' '� _�_____� ______�__ ____ _ _�_ __ �___ _�_ __� ' � '_ '----� --�—'___�' �\\\ OWNER/DHVELOPER r--- :— ---- ------ -- - , , ---- --- -------- -- - ---- ------- - ; ; 1 l '��. ---,------ -�- ---- __ V L RE ORT `. / i ��. - - _ _ ____ __ ___ _ , ; �., DEVELOPMENT i - s .i.�n .r. ; i I ' ��. . COMPI�NY ' �. O � - ' iI � ' `. AVON, COLORADO i ----------- ---------- ---------- ------------ ------- ----------- `. s `__ I / I / �` \\ � � � � ` ARCFffTPGT OP RPCORD y�`__�__' � _ �\ � / / \ 11 ������.���� = �\ "y"_ ' "' ._"__�__'�-___' _ p � i I ___ _— _ '�i ��`` = \� O / � ' 1` � O � � SECOND FLOQR �� � ' � mmuum muunnu 1 i � ' � FIR � I � ` I I � � � � � 1� �111111 1111�111�11�1111�1 �111�1111111111111¢��1�1 . 1 ' ���� I 1 . � �� � �� � � • �� �� I '. 1 � �' ��� I ; • , I � i� _____ __�_______________ - � n � ' � -------- - - --- -------- '�-, o O.�` � O � �� '� � Danvar, CdoreCo ■ � j `� ���'' j i��� . � .' l . �� � ' ' MA51'ERPLANI�ER . � � � j I \� ,\� ` I DSSIGNARCFflTECf 0 � ` I � �� `� \ I �.,-�' • ' ' HART � HOWERTON � � � , I . � � \� \ I ' ' NHW YORK, NEW YORK � � ## # I � � � � ' � +r �e ��� ,. . ! i �� � � — - -, g�vo��� • MONROH k NHWELL ENGIIJEERS,INC # ' � 1 � ' � L J �— - -� L _ � MBP PNGAIEF.RS • � � � CATO$ RUMA AND ASSOCIATFS� CO. • I ' ' DSNVER COIARADO ' o ,� ARRABELLE � � J � �, ��� � I � � ' AI.PIN88NGA'EERING,ING • � � VA¢, COLORADO �" �" - mt Q � � � I I � -�--�� - _ _ � . ; � � � , -- � � --- ------- __ _ '--� � ; i---� _ _ �, � " "�" _r-- I ` 1 ' ` ' � ` " _"�'- I � ----- NEW TUNNEL BELOW, � ` J EXISTING BUILDING, NO WORK TO BUILDING ABOVE GRADE � O o ' --�oo, --- _ .. SEE PLAN SHEET A110 � � �- - o � ► e� — — ; � � \ � , , � — � � - -� � � / / �--- - - --------- � 0 EXISTING TUNNEL i \ ' � L - -�-� � �� \ L _ J ( I j� ' , ' �,\ o . I TO BE REMOVED I \`' � ` �- _�- - - - - - - -� - , i L - PROJECT NUMBER 2082G.11 j � � ' � , � \ � / � %� '� � i ■ � � � � ` ., � Y \ I ISSUE REVISION DATE / . � � i REMOVE EXISTING TUNNEL � / \ //� I� �\ � ABOVE THIS LINE, SEE PLAN i I \ � i . ON A110 FOR CUTTING LOCATION f \ , � I � � PERMIT 02.06.06 / r � i NOTES, THE EXISTING TUNNEL � I I I I �' j } �► � • \ i _ BELOW THIS UNE REMAINS, i \ ` ` L � � ( O i 113 P.R096 02.13.06 ' � � � ♦ � � ; i 1 � � � 138 CCD 024 03.27.06 ' R!�� � - 1 • #� # � • -- - I EXISTING BUILDING � � \ \ I \ � � �I \ I I � s ` • # #� • # ' � ABOVE GRADE, NO WORK � \ i I �� -••-•-•• -••-°°-°--. .. ..•- -• � I /, � � -- --= — .... , ` � • � � ' SEE TUNNEL FLOOR PLAN � � \ I � � / � I \' ' I # � . • — - — ; — — — — W.W,w-W-- . -w- '~ � — T FOR ADDITIONAL NOTES IN THIS AREA � � � L -� — — — _�! J � r I %� ' • • � . . � . . � � I � � � i � y � ` ' • . • ' i • ` , � � � — , i - - - - i � _ �, ' . ' ' ., � • ' J �, J I I ----- - � --- --- --- ----- -------------- ,, � - I � �, �lltt� -- - -- � � ,, i � _ � i r _ � � �' � � \ � � ° I PROPOSED PROPERTY LINE \ \�`� � \ i L' - � � L _ J � 1 , 8 I \\��\ \ \ ` I I i \ I ♦ � �� �\ \ I I � � \ I �� �l, � � I REMOVE EXISTING TUNNEL \�`. � � - - - -- "-° -- -- - -- I BELOW, SEE PLAN ON A110 ��� \ i � I � �' ,� � � � FOR CUTfING LOCATION NOTES, `.\ ` I � E.�(�y� �� � ��� � � — _ — — — � # � �' � � � ONDOLA —1 � -- " ', r — — — —.I � SAME EXISTING TUNNEL REMAINS, \ \ � � I � I I ` � � � SEE ENLARGED PLAN AT RIGHT ` � I � ) �� ,, � BUI DIING, GNO W RK \`�� � I I I L � J I I ,� I � � ❑ ABOVE GRADE . \ � I I ,\� �j ' I � � BUILDING LOWER�LEVEL \ I i � � I � — I I '\ � i `�—r- -- — -- - - -- -- -- � � �� �- � � EXISTING BASEMENT � I ARRABELLE 17 + 1 X � �\ �, ; I � FLOOR LAYOUT �� � I � � � � �`� � I �- - -- � - _o_o '_"" - � � ,i EXISTING AREA WELL � ` � � � I --- I � � ,�- � � � I ♦ / ' � � � %�� / ``��` I � j \��j/ TUNNEL , � � . � � � � ♦ � � � . � .� ,, T � � � � � �, ,� . cormo�► � OVERALL SITE PLAN �� � � � � P� 6 1 1 32 = 1 -0 DHM—SrtEDwc 11 I I I � � i � GONDOLA ENLARGED SITE PLAN TU N N EL 2 , 8 _ , �_o �N-5�.� FLOOR PLAN A100 �c 2004 42�40 ARCHITECTURE, INC. ��p,�� oF co�a q 90 . ' � W 8" PRECAST PANEL > , . , • ; � � -': ; a a . „ SEE ARRABELLE DRAWINGS � . � , � .). � , � i � r �, ' � � � FINISH FLOOR ELEV.= 8113 -0 02 81 � 0 0 ,� , � j ; y � AR� � , > ; ' ; , / ' , ' � , J z � .s zs.s NSF �� MASTIC WATERPROOFING > > � > > � > FILLET � �. ' > > � � > � PROVIDE EMBEDS, 6" X 6" STEEL PLATES, : ) IN SHAPE OF TUNNEL CENTERED � BUILDING WATERPROOFING ° / � 8" OUTSIDE SURFACE OF � DR,4INAGE BOARD NOT , � �. ' CORRUGATED PIPE I � fi SHOWN , C�V,' 1 F"� ELEVATOR 1 . V STIBULE � � ' � � i WiACHiNE ROP Gt03 P�6 ' > REBAR LOOPS G105 , , , EG 1�. , . PROVIDE 16" x 16" CONCREfE COLLAR ., WELDED TO EMBEDS � � � � ALL AROUND TUNNEL PERIMETER �, ' � , � .� G1046 � u • . . . . — ' �""7 BAR LOOPS � � AROUND TUNNEL � I RRABELLE BUILDING / \ FILL LOW FLUTES � o v UP WITH COMPATIBLE WATERPROOFING MASTIC _ I i I �_ I I FORM BELLOWS W/ O BACKER ROD. COVER 0 1 /A 4 6 0 I o � W/ WATERPROOFING t � N O F A S T E N E R S I N � _ _�_ _ �I — I� �� N � P�6 AFfER TUNENEL WALLL ISACONSTRUCTED p�g � 4, „ ,-6• � FULLY COVER TUNNEL WITH I I � Z WATERPROOFING � � 24 I � O (COMPATIBLE W/ THE � 02/A460 +1 BUILDING WATERPROOFING) STEEL CORRUGATED PIPE _ SEE WATERPROOFING DRAWINGC h a DEfAILS FOR DESIGN AND NOTES. � �/ r—, � 1 � W TUN EL Z � G 04 � I � TUNNEL WALL AT CURBS � � I 6" HIGH x 10" WIDE � CONNECTION FOR GONDOLA TUNNEL TO CONC . WALLS CONC. CURB , PAINT CURBS� 3 SAFEIY YELLOW owrrax�aeve,wvcx � 6"/ CONC. FLOOR SLAB I � CC�24 VAIL RESORTS HARDENER ON CO�PACTED 1 SAND BASE DEVELOPMENT � PORTABLE GONDOLA BINS, NIC. COMPANY ' SHOWN FOR REFERENCE ONLY PR /a96 AVON, COIARADO l � � nxcxi�rac�c oP xacoxn qt1 �� GALV. CORRUGATED STEEL TUNNEL WALLS \N � O N i'I ;� O � ^ r. 1 ( P�6 q� '� � � � � 1 PROTECT AND DO NOT DISTURB THE Demer, CObiatlo EXISTING GONDOLA BUILDING FOUNDATION 13' g+ � AND COLUMNS. FIELD SURVEY EXISTING M�+sT�ea�nxx�R ^ ��R � STRUCTURE AND VERIFY THAT NEW TUNNEL DPSIGNARCHITP.LT CC�24 1 OF �E � SECTION CAN BE SET AS SHOWN. HART I HOWERTON WALL CONSTRUCTION AS SHOWN PLANTER ABOVE ( � UR /� IN THE ARRABELLE CONSTRUCTION SEE CIVIL & LANDSCAPING PROVIDE FIRE SPRINKLER AT TUNNEL / NEWYOAK, NEWYORK DOCUMENT PACKAGE. SHEETS FOR ADDITIONAL INFO. CENTERLINE AND PROVIDE DISCHARGE HEADS TO MEET LOCAL FIRE CODES. ntoNaos�xa�'wea.i.�rcnv e s,�c SUPPORT PIPE ON STEEL ANGLES AS � AVON, COIARADO SHOWN ON SECTION 5/A460. � I �� — �' - - - - - - - '�--=�- - - - - - - - c = — MEP ENG�?An¢ . , . . . . . . . . . . . . . . . . , . . , I / � i � I I �� cn�roR xun�,� .wn nssceN'� co. ❑ DENVE14 COIARADO . � I I I I I ❑ �� CIVII.ENGINEER ALPINE BNGINPERIlNG� ING � i� �- - - - --� L - - - -� � I �� �,�.. �o�� 'I F 1 „ ,� I � � ` � . <� � � r � . . . �a ' d ` I. ', < . 'Ir' .i , a . 0 4 / r /�/ � � � � � \� � 4 � \ „ a„ � a , , �� a •r 4 'a � I � � \ I I I I / � � r , � � � r — n„ o � � �-I i � A„ o , , s � ; ( I r - - - , \`♦ L _ _ � - - 1 � s � � � I � - � i i i � - - - -� i � i � � cNP�'/ L � � � J i ❑ I L - - - J i _ - - i � �� PROJECT NUMBER 20826.] 1 PAIR OF 36"x84" FIRE RATED DOORS � I I � � � I � � AND RATED STEEL FRAME, IABELED ,�; I I � � � i ISSUE REVISION DATE FOR 90 MINUTES. DOORS SHALL BE y a � — L _ _ _ J � ON HOLD-OPEN DEVICES, TIED TO THIS SECTION c� "�,� � L _ _. _ � THE FIRE ALARM AND SMOKE REMOVAL TO BE NEW � 7 SYSTEM. MEfAL PIPE ARCH �'• � � T.O. 7'x7' FOOTER O 8105'f PER RECORD � pERMIT 02.oG.06 CONC. FILLED STL. ' �� � O, '� � CONSTRUCTION DOCUMENTS ON FILE PIPE BOLLARDS 3 - 8 � TUNNEL CONSTRUCTION � FIELD VERIFY AND DO NOT DISTURB, TYP. _ /� I ,�c ��'� .� — � , r- - - � CC�24 � 113 P.R 096 02.13.06 RE: DTL. 1 /A6148 �y�, �� � � � I { 138 CCD 024 03.27.06 OUTSIDE AIR INTAKE STRUCTURE, � � I� I I OVERHEAD. REFER TO \ � �Y` '�- I i I I PLAN 6/A460, AND STRUCTURAL. I �,� �,��' T I I _ 'J � I � . °�° '`� � � MOTORIZED DAMPER I TUNNEL PIPE MANUFACTURER SHALL �\;, a'� � IN CUSTOM FRAME FABRICATE A FACTORY ELBOW TO \ �\; ,;a'�'", � � I � RE: MECH. TRANSITION BETWEEN THE NEW AND ��a �� � EXISTING TUNNELS. FIELD SURVEY `'�� `�� � \\ i � i , (" - - - I"'� THE EXISTING TUNNEL AND PROVIDE _ _ A WATER-TIGHT CONNECTION. R � `�\,, ' �� \ r- - - - , i ❑ i i D i � ❑ � � 6'• �' � \D � I I `o� � ,��� I .� j � I L - - - -� L - - - � I 6" HIGH CONCRETE CURB, �'� � � BOTH SIDES OF THE FLOOR SLAB, THIS SECTION EXISTING METAL �� \�,� I + _ �^� I � � I PAINT SAFEf`f YELLOW PIPE TUNNEL CONSTRUCTION, ❑ � � VERIFY CONDITION AND GEOMEfRY. � �� � / \\\ i � I � BEAM ABOVE � FOOTER � 8104' f PER I CONC. WALL � RECORD CONSTRUCTION � I � � �' L � ,_ _ _ _ _ _ _ _ J DOCUMENTS ON FILE � I I II EXISTING TRENCH DRAIN, / x � _ FIELD VERIFY CLEAN OUT THE TRENCH I AND PIPING TO DISCHARGE POINT, � \ CMU WALL - - - I AND ASSURE FREE FLOW DRAINING. CC � 24 � � \ I ENLARGED PLAN AT TUNNEL END � p� � i 2 � 4 � � _p o� -coNOawaxo REPLACE EXHAUST FAN , REF. MECH. FOR NEW FAN AND TIE INTO � THE SMOKE REMOVAL SYSTEM. � T� � - - - - - - - - - - — _ _ _ _ _ _ _ _ � _ _ _ I FIRE PROTECTION NOTES: (ENLARGE EXIST. OPENING AND 1 , 9r - - I PATCH AS REQ'D.) RE: ELEC. I � I ��'� i � 1 i 2 PAIR OF DOORS ( 1 ON THE EXISTING ELECTRICAL PANELS � I � FOOTER 8107' L - --� I NORTH END AND 1 ON THE SOUTH EXISTING AREA WELL STRUCTURE L 1 I (� PER STRUC DWGS. I END OF THE TUNNEL, SHALL BE � FIELD VERI ON HOLD OPEN DEVICES AND ��E� CONTROLLED BY THE FIRE ALARM � AND THE SMOKE REMOVAL SYSTEM. � � � THE TUNNEL SHALL ALSO BE PROTECTED � I � 8 N10 3 FL OR i BY A FIRE SPRINKLER SYSTEM , CENTERED ON � I � GENERATOR I THE TUNNEL. THIS PIPING SHALL BE AN � I TUNNEL �l EXTENTION OF THE EXISTING SYSTEM IN � I � I � THE EAGLE BAHN GONDOLA BUILDING. I � I � GONDOId THERE IS NO PUBLIC ACCESS �I L , �- - - - - - - _ _ _ _, _ _ _ i TUNNEL IS NOT USED FOR EXITING. r 1 TUNNEL FLOOR PLAN i � � i _ _ _ _ _ i 1 8 = 1 -0 Gt -coNOOU.owG � _ _ _ J � - GONDOLA . � � - - _ _ _ _ _ _ TUNNEL FLOOR PLAN as A110 A110 FOR114ALLY A1102G QQ 2004 42�40 ARCHITECTURE, INC. CC � 24 TOP OF STEP �p,�E OF CO�p94 TOP OF 3TEP-9 ' /2� PAVERS AND YARD, � Q EXIST. TUNNEI. NEW TUNNEL REF. LANOSCAPE AND ' GRADE � GRADE GRADE ELEV.= 8127'-3 1 /2" CIVIL DRAWINGS ELEI/. = 8124 -0" '� I , „ a EL. 8125'-0" EL. 8126 -0 TOP OF STEP SEE 3/A460 FOR PLANTER ///'''GRADE RADE �n E��/ = 8127�_g � �2• AND AIR INTAKE SHAF? / ELEV.= 8123'-9" �LEI/. = 8123'�- 10 1 /2" GRADE .. _ — ° EL 8125'-0" ELECTRICAL .- / DUCTBANK � 20 081 ti � A / .�/ T.O.S. � � � �� � v � i �� + i � / ' /�. ✓ ./i>i ) ' /�.', ,i. i,\; y, \ > i�. , �� � \l�\ � �, \ ,C\ . \�� � � ��—G CEL. "\�" ��� � : i � \ ' � '�.\ \. \ ..' �r/ � i /�;C ir � . \ i. Jp .. � V � ZV � l�V. \ i ,\ � � �\� '� � . � ''% / i \ � � / 9 \ � � � � • � , � �\ \ - �. / � .C„ T / � � .> .., ; �, / . � � � - � �\:��!\�� � \��\� � ���% '�i i � n � C7 / / \ � , \ ' �✓� •:� \ .. . �. i: '� � . \ /n . •/ , •; � . \ . '� . ',.� � \ • �. i �:/ � : '� . �/. i �/, / . \ 5 . / �. . �i / '` \ . . \ .. � . , \ / i .i � �y �/ .: // \� � , � i� /. � ,. � \ �� � '. '�\ � �:,. �' . y ♦ .( , � � . 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CIVIL ENGA*EER ALPINE E1�GINEEAAIG, ING CONCR�TE CONNECTION vnQ, cownnno R INTAKE PLAN AT TUNNEL NOT USED METAL TUNNEL PIPE, �o�R COLL4R ALL AROUND 6 SCALE: 1 4" = 1 '-0' ''7 WITH WATERPROOFING MEMBRANE TUNNEL, REF. 3/A110 � S�0 � 4� � � �-� ALL AROUND AND COVER MEMBRANE WITH PROTECTION SHEET. � TUNNEL SECTION THRU VESTIBULE \ v / SCALE. , 4 , � \� PROJECT NUMBER 20826.11 16' -7" TOTAL SPAN - INSIDE OF PIPE ARCH CC�24 ISSUE REVISION DATE 81_�n L„ Ol� �N pI���I Z� 01`�X � SPAN OF PIPE �� Z V } SPAN OF PIPE PE�T 02.06.06 0 0 113 P.R 09G 02.13.06 ' � i , ENGtNEERED BACKFl MATERIAL AND PLACING P OCEDURES TO COMPLY WITH ] 38 CCD024 03.27.06 �°o � PIPE MANUFACTURER'S EQUIREMENTS TO BE ISSUE IN MFG'S. SUBMITTAL ' ¢' a PLANTER, REF. ¢ � DOCUMENTS LANDSCAPE INTAKE GRILLE, � � DRAWINGS STONE VENEER PLANTER, RE: LANDSCAPE DRAWINGS � RE: LANDSCAPE DRAWINGS ° w 2. WHERE CONTRACTO CANNOT ACHitI/E � SPAN WTH 1 : 1 CUT SLOPE, USE Z SUITABLE FILL AS REQ' . BY CORRUGATED ME7AL P PE MFG. 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GONDOLA F7G. . �, �;:�� ., CONC. CURB AT EACH ^%T!>��i��iyi,;;�;>•;��%,ii ,ii��j�✓;>;%`„5i�i,�v,S;���,��i�,�`, ��'<�;;����i����\����<�`;�` DRAINAGE COMPOSITE, PR PER COMPACTION REQUIRED EXISTING TU NEL EL. 105 -0 GALV. PIPE ARCH PER �,v� � ��. � ��/ v •�, � / � • �v% �,'/� � ��,` �•�` /, � , �i � /� / r PROFILE � 4 . • ` � � ,?; MANUFACTURER'S SPECS SIDE. �� ;?/�i�::!��ii��.%i��i�%�,i��\\��%Y\����\i�v,��ri�i��,�����;����\�����j�����'���:�`'•� �0 PERAMETER DRAINUNNEL ��,,;�T�i?✓.?i���//:�i\\�i���/i�:'%�'��v� ' ` " " " '` - ' (10'- 111�"RISE x 16'- 6�i�"SPAN) � , " � -. , .. . „ .. . ,. . : :• TUNNEL � �a ; � GONDOLA P�6 � T�YP 4 TUNNEL SECTION & BACKFILL ADJACENT TO GONDOLA BLDG GONDOLA ,,,� � TYPICA� TUNNEL SECTION TUNNEL SECTION AT AIR INTAKE TUNNEL � S�. , ,_ _ , �_o� ,,.� 1 s��: , 4p = � �—Op SECTIONS � A460 GENERAL NOTES Qc 2004 42�40 ARCHITECTURE. INC. 1 . LIVE LOADS USED IN DESIGN: A . ROOF 100 PSF B . IMPORTANCE FACTORS CATEGORY I SEISMIC FACTOR 1 . 0 SNOW FACTOR 1 . 0 WIND FACTOR 1 . 0 C . wiND 3 SECOND GUST 100 MPH FASTEST MILE SO MPH EXPOSURE B D . SNOW GROUND SNOW LOAD 80 PSF 16'-3" E . SEISMIC S iTE CLASS C 3'-'I t/2 " i2'-"T I/� " � CATEGORY B SS 0 . 337g i y S1 0 . 079g " / SEISMIC USE GROUP I . H 2 . TESTING , INSPECTIONS AND pBSERVATIONS ry u � A . THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION . � � STRUCTURAL ENGINEER MAY MAKE PERIODIG OBSERVATIONS OF THE CONSTRUCTION; 5TONE GAP � SUCH OBSERVATIONS SHALL NOT REPLACE REOUIRED INSPECTIONS BY THE GOVERNING O O AUTHORITIES OR SERVE AS " SPECIAL INSPECTIONS " AS MAY BE REQUIRED BY � - - - - - - - - F�'� ,-\ CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE . a5 AT12 " X � I I J � u 1 1 1 RE � PLAN m RE : PLAN u i / i �-� ^ B . THE FOL �OWING NpRK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS ` � SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL: �� � PLANTER � V I 1 . SOIL PREPARATION , i � i �i a I d� . . Q � � a � I I O o . EARTHWORK EXCAVATION � PLACEMENT AND COMPACTION OF FILL AND a ' � � � � IN - PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH °_ ° � , � i f ° " - " r - " ' - " ' � " ° " � " ° " - � THE APPROVED REPORT . RE � PLAN � � � i � � a ' ° � i � 2 . CONCRETE CONSTRUCT ION 8" I '-6 " � 4 '-6 " 8 I '- 10" I � GGD 24 � a . PERIODIC INSPECTION OF REINFORCING STEEL . s ; a � � � � ° � TOP OF b" SLAB = 1�9 '_Q " 1�1 O b . CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT . 570NE �� • � � - ' a � � REINFORGE WITH *5 AT12" / � VENEER m 1ii iTf 1Tf I-ili=ffi-iT�1Tf- -ff1- fff- 10" EAGH WAY GENTERED � =r�-�T�=���Irm�rr-i m�r--r�-r��r-� � - � ��__ � � -r , � � C . PER IOD IC VER IF ICAT ION OF WELDAB IL ITY OF RE INFORC ING STEEL OTHER a -I I I-"'�'-'I T I-. . .I�T--"T�I I I�I I I°`I l 1�T f l�� -I l l����f l �•p , � THAN ASTM A706 . -111= -II •. i i I.OT i=m�rT= ° I""I d . CONTINUOUS INSPECTION OF REINFORGING STEEI - RESISTING FLEXURAL ANO a5 AT12" � AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES , AND BOUNDARY L 5XSX1/4 WITH � EAGH WAY I ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR � i � � RE INFORCEMENT . 3/4 "m X 5 " :a a . (TYPIGAL) . EMBEDMENT e . CONTINUOUS INSPECTION OF BOLTS TO BE INS7ALLED IN CONCRETE PRIOR EPDXY BOLTS + �5 AT12" X Q AT �'-O" (TYPIGAL) m � �' � • i TO AND DURING PLACEMENT OF CONCRETE (NkiERE ALLOWABLE LOADS HAVE Q � BEEN INCREASED ) . ' �--� f . PERIODIC VERIFICATION OF USE OF REOUIRED DESIGN MIX . ^ ° , i � g . CONTINUOUS INSPECTION AT TF1E TIME FRESN CONCRETE IS SAMP �ED TO . • I � FABRICATE SPECIMENS FOR STRENGTH TESTS , PERFORM SLUMP AND AIR ° CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . 124'-3" a. ° Qall �l �� i h . CONT INUOUS INSPECT ION OF CONCRETE AND SHOTCRETE PLACEMENT FOR � ll 1- , , � . . J1 � PLAZA FRAMIN6 ow�vrWD�vec�ert � ° �ii' � � lll P � r TUNNEL PROPER APPL ICAT ION TECHN IQUES . ' -i.u�ll �lll- � II � � GENTERLINE a ' lll��� � � . . < ID= VAIL RESORTS i . PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE a . � , � a, � . � a� � � a �; � , ` AND TECHN IQUES . - � . � . . . . � � � • . � � ° � •� ° , ' � ° ° �� �� � ` � a 4 a a � DEVELOPMENT O � , . � I , e . . • A . a . ' I ' . . � . . . . . j . PERIODIC INSPECTION pF THE ERECTION OF PRECAST CONCRETE MEMBERS . ' � ' � e ° , � � , COMPANY - � . . a ^ �a . � t . ' n . a . a e � r1 � � . k . PER IOD IC VER IF ICAT ION OF IN - S ITU CONCRETE STRENGTH PR IOR TO _ 11�1 i AVON, COLORADO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS . illiiiIIlii. i�1L�111i nnctntccroFnecoao I 3 . CONCRETE OPENIN6 �5 AT 12" DRAINS RE : ARGH. BEYOND EAGH WAY RE : ARGH, a � �. � � � T I � � T �f I � I �{ � L I � `� � � � � � O A , ALL CAST - IN - PLACE CONCRETE SHALL BE MADE WITH TYPE I / II PORTLAND CEMENT , STONE AGGREGATE AND SMALL SATISFY THE FOLLOWING REQUIREMENTS: � � � . � ' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d . < . CONCRETE ITEM F 'C MIX TYPE MAX W/C RATIO % AIR REO . � - - - - - - - ' - - - - - - ' - - - - - - - - - - - - - - - - - - - a j � � � � I � � Q � � � EXTERIOR CONCRETE ( . « ) ( . ) 4500 psi STD 0 . 45 6 R - 8 � i� i . FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD i � � I/4 " = I '-O" SALTS W/C RATIO SHAI. L NOT EXCEED 0 . 4 . � . + MAXIMUM SLUMP SHALL NOT EXCEED 4 " . i ° • � Dernar, Cobreda i B . IF CONCRETE SUPP � IER PROPOSES USE OF F�YASH HE SHAL � PROVIDE OWNER WITH i ' r,cnsy'�acp[art:�En FIX LETTER INDiCATING COST REDUC710n1 AT TIME OF BID . THE MODULUS OF � � ELASTICITY OF ALL CONCRETE SHALL EXCEED KC1 . 5 33 ? F 'C (OR 57 , 000 ? F 'C j � •" DffiIGNARCFIITE(.7 NORMAL WEIGHT CONCRETE ) . � HART � HOWERTON i � NEW YOR[S, NeW YORK C . CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE . JOINTS � SHALL BE SPACED 12 FEE7 AND SAW�CUT OR TROWELCUT 1 /4 OF SLAB DEP1H X 3 / 16 " i C WIDE W17HIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT THROUCH i JO I N T . i STrtoc[[7Iw' �`'GiNa2R MONHOE � NEWGiL IIvGLVB&tS.AIC D . SLABS , TOPPING , FOOTINGS , BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A i � TUNNEL \ aeli PREGAST nvoN, cowR.wo HORIZONTAL PLANE , ANY STOP IN CONCRETE NORK MUST BE MADE AT THIRD POINT OF i \ . ��� t.�+ �vcn�5�s SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE � � . ' ��D VERCOLOMDO C� SMOV�1 . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER . I � ° ar ' ��c�� � � ALFINE HNGN1EEIi1NG, iNC. E . ALL CONCRETE V�qRK AND RE INFORCEMENT DETA IL ING SMALL BE IN ACCORDANCE �� e � Vnu, COLOitADo WITH ACi BUiLDING COOE 318 LATEST EDITION , UNLESS NOTED OTHERWiSE . USE � STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED . ALL EXPOSED EDGES OF �\ a ° � . CONCRETE NORK SHALL HAVE 3 /4 INCH CHAMFER . � � � •. 6 . REINFORCEMENT �� ° � A . ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM \� A615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS NkiICH SHALL BE �� DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A706 GRADE 60 . �\ B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A785 GRADE 65 AND SHALL BE i�� a � LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . � � /� � � a GGD�4 C . RE INFORCEMENT PROTECT iON: � \�\ e PROJECTNUMBER: 6250.00 1 . CONCRETE POURED AGAINST EARTH 3 " i � 2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 " i� �� . , a r 3'-� I/2" 12 '-'1 I/2 " ISSUE REVISION DATE 3 . COLUMNS AND BEAMS ( TIE BARS ) 1 - 7 /2 " 4 . SLABS AND WALLS ( NOT EXPOSED TO WEATHER ) 3 /4 " i `� � � • 8" � i2 �_5" ��_b " e" PERMIT 02.06.06 E . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCOROANCE WITH j �� �, � � SECT IOnIS 7 . 5 , 7 . 6 nND 7 . 7 OF AC i 318 , Ln7E5T ED i T iON . � �� ry 113 P.R 096 02.13.06 F . NO SPLICES OF REINFpRCEMENT SHALL BE MADE EXCEPT AS DETAILED OR i �i ° a - ' - - U 138 CCD24 03.27.06 AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE PERMITTED , SNALL � � BE A MINIMUM OF 48 BAR DIAMETERS FOR �/6 BARS AND SMALLER AND SHALL BE A � � MINIMUM OF 80 BAR DIAMETERS FOR #7 AND *8 REINFORCEMENT UNLESS OTFiERWISE i i � a + � � -� r . ', � � . � - - - - - - -r - - - 0 NOTED . MAKE ALL BARS CONTINUOUS AROUND CORNERS . � i I a I [i2a ,_q „� � G . PLACE TWO �5 ( PER $ " THICKNESS ) WITH 2 � - 0 " PROJECTION AROUND ALL OPENINGS IN i � a i �O I �. � CONCRETE WALLS , SLABS , AND BEAMS , ALSO PROVIDE TV�U #5 X 4 ' - 0 " DIAGONALLY AT i i i I i i .; I WALL EACH CORNER . �i i � �D WALL � STEP i � ' � H , CONTINUOUS TOP AND BOTTOM BARS IN WA� LS AND BEAMS SHALL BE SPLICED AS � I ++ il . � I �LLI STEP il IN � FOLLONS: TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS . �� i Q � i i ' , i �p � ���. STEP [I29 �_3��� i � ry �p i t ° . e � � i � .: . � .. � .+ � i \� i �� A � OPENIN6 IN �\ � < � �D tQ I '. �I I FOOTING � � a � I ' L - - - - - - - - - - - r - - - - - J U�a �-s"1 � � , . \ / � `� '� p �s'-2"] � �� � � , la i WALL� � i '� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , STEP � i , , ' i �, i i i � i � I i �• � � I i i I .OT i NOTE : HAND DIG FOUNDA710N i i i FOR PLANTER NEAR TUNNEL TO AVOID DAMA6E TO THE TUNNEL •a i i i i i i i i e Q i i I i i i TUNNEL ��- TUNNEL ii � GENTEf2LINE ii i i i � i i i i i i i i i S � CTf01�1 1 ` � ' ' ' � � � � � 3/4�� _ ��-o° a . < a { , I ARRABELLE I � � - - - - - - - - - - � � - � - � � , b' ea l .. h - � � J d ` � � ' _ " _ ' _ _ _ ' _ ' ' � ` ` � _ � � _ _ _ - ' � � � a � N TUNNEL x�10Y{if Pit otra��� � � F' � i� Tf � 1.._ T1� 1�1N � L fNT .4 �IG � ��.. , . �.� .�� �\�°. NA!All r ` °''.� �f GONDOLA � - � O l� 1�l D ,4 T f ON i� � ,� 1�1 - � � � ' � � �� - . � �, � 4= �� I/4" = I '-O" ., � � r ' , .yn. e•J ` J \ `�^a I . GONGRETE fc ' = 4000 91. .�"�' � � '����' TU N N E L P ,. c ' r, , ., � 3. TU N ELR PIPE BY OTHERS. .'�� /, �""G`'��'`''� FRAM I N G q 4. STEEL AN6LE 6RADE 36. �i 5. RE : ARGH FOR TUNNEL LOGATION, ELEVATION, AND SPLIGE . � � � S1 . OT _ � 2003 42�40 ARCHITECTURE, INC. GENERAL ELECTRICAL LEGEND LUMINAIRE SCHEDULE - BACK OF HOUSE - CRA (nai oii synba� nsue exo� on uw0 m Nw tlraWinqe) npE pE6Cp�%pN WP6 YOLiANPo h1ANUFACiURER CATAL06N0� VOLTAOE FINIBX MOUN7ING RECE86 ���������t01R�EG��r �� SYMBOL DESCRIPTION SYMBOL DESCRIP110N 1' STRIPLUMINAIREWRHWIREGUARD z•r�re COLUMBIA SURFI �o`��••� '•• S�Z 2dAMPWIELECTRONIC64LlA9T 3000K 70 LRHONIA CS4-232-EB& 277 PENDANTI � ,\N UGHTING CALDWEATHER &4LA3T 82CRI UNVtSW04 CHAM • , NEMA4XDUST•TIGHTPOLYCARBONATE DUALLITE WHITE .� � RE�SSF.D FlAlORESCENT LWNNRE, UY-IN Q RECESS 4WNTED WALL LU4INNPE � � X3 LEDEXITSIGN, UNNERSALMIXINTING, TAMPERPROOFBCREW$ LED 1.1 EVENLfiE LN4%6W 1TW271 HOUSING UNN • � � = PORCELNN I�Y1.E55 LAIFFIOLDER BRYANT R+278 W/ 100W A79 � � `� RE�SSF.D RUORESCENT LWNNRE. FLANCm i :� � � QPC I.F. LA4P. 'PC INdCAlES PULLCHAIN GENERALN07E5: ���� � ���lV�� � SURFACE OR PE�DANT MOUNTED LUWNNRE ;a � Q TRACK LNi17MIG 1. CATALOGNUMBERREFERSTOFIR8'TNAMELI5IEDUNOERM4NUFACTURER 4. PROVIDEOUANTITYOFBALLASTSFORINDIVIDUALLUMINAIRESASREWIREDTOACCObfdODATEBWITCFiING .�. • ������.�NG\�`��� PER LUMINPIRE TYPE. REMAINING MANUFACTURFRS LISTED ARECOPl.4lDERED ARRANGEMENTS AS SHOWN ON THE ORAWINGS. ",S/adAt �� $URFACE OR PflOANT MOUNTED S7PoP OR INWSIPoAL WIRNAHtE � DIERGENCY LICH7INC UNIT EWIVALENTPRODUCTSFORTHISPRQIECTANDSHALLMEETALLCRRERIA ���Np��n��� o SHADING INqCAlES E4 SYS7E4. LOMER CASE SUBSCRiT INDICAlES LI9IEDINCLUDINOTFIATCALLEDFORBYTHE9PECIFICLUMINAIRECATALOG 5. ALLLUMINAIRESARECIRCUITEDTOEMEROENCYGENERATOR. �A 51NTCNIN UPPER CASE SUBSCPoM NdCA7E5 LUNMAIRE TYPE TW � �T �T, ARRON5 AS INpCA7ED, FACES INDICAIED BY SXAqNG NUMBER. CATALOGNUMBERSDONOTNECE534HILYREPRESEMCAMPLETE ExISTING O SURFACE YWNlEO CDUNG LUtlINAIRE O� POLE MWNIED LUYINAIRE CATALOGNUMBERS. ALLITEMSLI3TEDIN7HEDESCRIPTIONSH4LLBEPROVIDEO. 100�KW NAT ExlEwdt BOUMD LuYx+AINE ON 97E Pl�w GAS GENSET FQ SURFACE 40UN1ED WALL LUNINAIRE QG SPOT llq1T Y. ALL LIGHTING REGUIRING A &4LLAST SFl4LL BE PROVIOED WRH HIGH POWFR FACTOR 94LlAST. � G � XECESS NWN7ED CEILING LWNNRE m DARKROOM SAFE LICHT (7Nq COMPARTNEN7410NN) 3. ALLLENSESLIBTEDA3 .726' MINIMUMSHALLBEB.lor/pfl. HO YSCR SS EH A Qi RECE55 Yd1NTED C�LING LUMNNRE-DFECTIONAL � UNOERCOUN7ER LICH7HC XFMR �MCB3 �MCB � 277/480V POWER i 2s/3 rw_, � sMa.e �cEVr� � uorat srutm+ � ^ � DUPLEX RECEPTACIE � PM � PLIMrMRD (YUL71-OULET ASSENBLY) � T 480VA20�208V � � � pMLE% RECEPTAG.E, CRWND FAULT PItOTEC710N F- WM� YRtEMOID (SUNFACE RACEWAYJ EXISTING PANEL "EH�� � � PmN Nota: N rT1 WPLE% RECEPTACLE, ISqATED fROUND CONPEC710N 10 GRENIRED EWIPMENT W �� 7tSA IMINCIRCURSREAI�R VOLTAOE 217 I I!0 V 7. NlWLOADONEIUSTINOpRCURBREAKER. � MAIN SERVICE� a 736A BIIS PXABE 7 PX 4. PROVIDENEWGRCUrtlREAKERIN6PACETOMATCMEi06TiNG. i DISCONNECT - r`� DOUBIE OURE% RECEPTACLE `l Fl.E70BI.E MIPoNG CA�.E WIRE 1 W 7. REPLACEOU871NGCIRCUTBREAKERNATXNEWCIRCURBREAKERA88NOWN. u C J � TYiE : BCUA�D 4. EXI8TIN0 LOAD ON NEW qRCUR BRFAKER. E%IBfINO LOAD IB EBTIMAlED. � r DUPLEX RECEPTACIE, NALF SMTtlim ��T• �'� MTO. : 6URFACE 11,000 AMPERE SHORT qRCUR RATNO (AILLY RAfED) 5. IXI871N0 LOAD ApqRED • NOlE�M LOAD ADOED. � F � WRFX REGEPTACLE, CR.ING Md1N7E0 - - - CONWIT. E7�OSE0 e. N� �D. 125A ATS 125�3 O BREAKER BREAKER _ 4�2CU,�J6G- 3"C � � WPLEX RECEPTACIE, FLOdi Md1N7ED - - - - CONDUIT. UNOERCRd1ND Oit CONCEMID IN FLOOR N07E DEBCPoVIION LT6 RECEPT MOTORB 07HER TOTAL AMP 1 P CCT PX CCT AMP 1 P TOTAL OiHER MOTOqE RECEPT LTfi DEBCRIPIqN NOTE _ � DOUBIE WPI.D( RECEPTAUE, ROOR 40UN7ED -� COlCUIT TURNRIG DONN �'' �� 0 100 1 1 A Y 20 I 1 0 UW9IOONDLTO o , , a , � , , o ��� o�o �� A � � �pu ��T� _� ����T N�� � " 0 1 7 6 C 1 10 1 7 0 NNNEL AND MOC LTf; 6 �^R �A° �° �° ,°°° ,°�° ,�,° „° � , � ° � , ° �°^�°� � PARTIAL ONE-LINE DIAGRAM Z � SPEqAL RECEiTAIXE, FLOOR NWN7ED -� C0IDUIT CAPPED " 0 11W 7000 10610 71W0 1 Y 6 10 1 0 " -�� eawai aaair Howe auw rurem a u+aows roic�hs o o um �o�ao �+aoo i a �� c �s i a o NO SCALE 0 n+�osr�r �e� rn ire �e i +a � u m i � o uoKnw O A-,a,s NUYBER 0� qRCUl75, $U�PT NdCA7E5 GAlEL k qRCU1T5 , rn rn i +e e �e m i � o uoHr�c+ � QJ JUNC710N BOX, WALL OR CELING MOUNIED v-v crtauNO eut • ne m � � �t C u �o � t o uo�o N07E: EbSTING DISTRIBUTION EWIPMENT. NO MODIFlCATIONS UNDER THIS CONTRACT. J JUNC710M BOX, FLOOR MWNIED ��� PAl1ELB0ARD. CONiROL PANEL Ott OTiEN CIF1 ]Y12 �412 10 1 11 A 20 I 0 iPACE ` � ❑ � CABNEL AS NOIED 941R �417 1 47 B ffi 1 0 BPACE � C ' ) � REIOBIE INRWC DISTRIBU71p1 BOX � YAIN SMITCHBOARD/d51RIBU710N CdTER " 771Y 7tli 1 a !a C 21 I 0 lPACE r 4,! EF•7 !77 IS7 18I !6 A 46 1 0 6PACE r-\ � O yp7pq � ipµ5�ppy� - 871 077 1 ZI ! 41 I 0 BPACE I I 1 p7 p7 1 7 41 C 70 1 0 BPACE ^ � dSCONNECT SNITCH (NON-FUSED) CT plRtiENT iRANSPOR4ER CABINET 6pqpE 0 1! I 7 91 A 7t 1 0 BPACE � � qSCONfECT SNITCH (FUSEp) � unun ►Erert �� 0 15 1 1 77 ! 31 I 0 BPAC! aPnce o i �e c x i o av�ce BUILDING LOAD SUMMARY � � COMBINADON STM7ER/dSCAN1ECT CANN CpERA7pq µNUNpATOR PANEL �� 0 1 17 A 71 1 0 6PACE BPACE 0 1 M ! 10 I 0 BPACE SVNTCHING lPACE o i �+ c u � o unurrsenwce • zin�eov, �ssr, � iNA6E LOADINO 81NIMARY PANEL LOAdNOBUMM�RY EMER6ENCY G!NlRATOR • 27//4BOV, t00KWH46KVA, MCS - 726A 0 SINCLE POLE SYATdI (�PT DENOlES SWTCMNCj � W�Y MDLTAGE SNl7di �onorrv�N�l PFIA PHB PXC LOAD7YPE CONNECTED NECCALqILAfED POWER DEYAND LOAD KVA DBIANO IAAD FACT01! lOAD KW PANEL lXIBTIN6 PEAK DEMAND (RECORDCD 07�Z�-00) N.3 KVA � SZ TWO POLE SNITCM � VAPoABLE SPEED SWITW CONNECTED PF� LOAO REMOVED •7y7 K�,l� Ss 1NREE-WAY SMTCH �p E7�L090N PIt00P SNITdI �' 9UBTOTAL 60S KVA LpN11N0 600 0 0 L16XiNp OS KVA x 146% • OA KVA x M% • 0.6 IfW NEC DEMIWD FACTOR x 7Y6% S4 ��_�Y �� �O �� p�� yy� RECEPTACLlb 2,610 1,k0 0 RREPMCLEB CONNECTED N!C CORREC7ED PEAK DlMAND LOAD 70A KVA OWNER/DEVHiAPHR NpTppE 0,0.10 6,100 1,720 FlR6T10KVA 7A KVA : 100% • 7AKVA x700% • 7A IfW AINACITY • NEWMECFIANICALVENTILATIONlF-7 Z¢� � IQY OPERATED SYATCH �� I/ONENTAFtY CONTACT SIMTdI OTXER 10,7W iq670 70,170 qpAM=pER OA KVA x 90% • OA KVA x 700% • OA IfW /0.0 NEW TOTAL BUILDING LOAD (�6 MP8) VAIL RESORTS � MNIUAL 51Nid1, HORSEPOMER RAIED �S CON&NAlION SMTpI AND OUPI.EX RECEPTAUE �AL 7i,110 17,110 7l�100 LppQE$T 1.7 KVA xit6% • 72.7KVA xi0% • 10A � N� o�o � DEVELOPMENT PFIA6! 6ALANCE MB !C G1 REM�INOER ta KVA x 100% . 0.7 KVA x 10% • fA KW AANACITY • �O* � ^ *N � d4MER SWlidi � PHOIOCELL CONiROL OTXER 71A KVA t700% • 17AKVA x100% • J1A KW 11.1 C svercN rn+ xor uair ox ex tez lVll 1-11V 1 "PI (PIWT UpiT IS 'ON' WNEN SNTCM IS 'ON') � P��n� TOTAL 0.77 KVA l63KVA M2KW AVON, COIARADO SYATCX YA1H %LOT L1GMT LOCATOR TC 714E CLOCK OENEMLNOTEB: BREAKERACCEBEOPoEd (CON7INUWSLY LIqITED XMpLE) � PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELB THAT ARE INCLUCED IN TIIB PIl0.1ECT. MOVIDE T(PED DEBCPoPIpNB OF • •GFq ARCHIIEGT OF AeCOAD � OCCUPANCY SENSOR NEWCIRCURSBEINGINSTALLED. INDICATENEWSPARESINPENCIL " • BHUNTTRIP REFERENCE SYMBOLS Di o�ru� rah r�mac� Q oasn+c m RwuH EXISTING PANEL ""A " 2 O O1 pTdid FAUIPMQIT REFERQICF QR D05TMG TO BE REMOVED hnNNOM: uN YECMAqICAL EOUIPNENT RffERQICE � pOSTINC TO BE RELOCAIED 7lOA MAINqNCURlREAIQit VOLTAOE 120 I 201 V 7. NCWLOADONE70lTNOqRCURBRFJ�KEi1. 100 A BUB PNABE 7 PX 7. PROVIDE NEW GRCUR BREAKER IN BPACE TO MATCX OOBTN6, � EIOSTNG 70 REYAIN - REPLACE OENCE WIRE / W 7. RlPUCE E06fIN0 pRCUR BREAKER WRN NEW CIIICURlREAKlR M kqWN. TYPE : LOUARE D /, OII6TINO IAAD ON NEW d11WR lRMIC[0. D0671lp IAAD N Ll7MA7ED. ABBREVIATIONS MTO. : tUiFACE 10,OOOAMPERElNORTqRCURMfIN6 (FULLYRATED) 6, pUlTINOLOApREMDVED, �^'W� �b� 0. NEW LOAD. q uiv�s MCP �oraa aacurt vno� erteuc�rt e�uco� ausrear�.u�rmx ABOYE OOUN7ER, NOUNT MqpZOqTALLY TO CEIITERLIE NOfE DpCRIPIION LRi RECEP� MOTORB OiNER TOTAL ANP I P CCT PX CCT AMP 1 P TOTAL OiNER MOTOR! RECEPT LT6 DpCMRpN NOTE � AC a +s• � cow+m+ ae e�ac sPUS+ MEC SEE YEq1ANICAL EOUNIENT SCNEDUIF h�enaxertert r�o rm m i � � � s m i > >ieo ueo x�rrx�ce DSRIGNMCHITHC! AFF �� �N�W R� MIN YNMUM EIWFAN 1000 700D 101 7 1 B 1 1 0 � �i HART HOWERTON EiWFAN t�eo txo so � t e e e so i t tteo �=ao x�rnueE � AFG � nr�� �� MLO YNN LUCS pYY u��, �, o�� �000 �000 m i � v � e i o aawon NEWYOHKNBWYOAIC R� 7!0 7W 701 7 i B 10 l011 77C0 7170 XFAT7AACE ANN µ���� MTS YANUAL 7RAN5ER SN7Tpl WARE 0 10 I 7 11 C 14 I 0 7piY0R RECR 120D 1700 40 I 1 7� A 71 !0 I 1 L00 IOD E%TERIOR POLE LTO �U�' �� ARF �� R'�� n� NC ��Y a� R� 730 T!0 40 1 7 70 ! 76 10 1 7 70D 710 EXTERIOR POLE RCR �vON, CoiOlunO �uoxnoa a� h�ewau,atw , ASSD � �� � �a" NIC �T �N �+� WARE o so i � n c v m i � 0 6PARE ���� MqA1R MIN 1000 1000 10 I 7 71 A 70 10 1 M30 /@0 CXAIR t ELEC LOAD ATS wraw�nc m�ws� swra+ N� ruart ua�r e�eeeoMa +eoo �eoo m i :� e n i euo wo uron,D�.�x��� co. �aoo +soo i : n e u � � euo wo BFG eaaw rxasr�o cw�o� NO Naauuir avo+ eAaeeorrta wo wo m i �e � m �o i + o w�ce c,vu,aNCnveex wo ao i s r s s �o i + o u�c� ALPINS eNGIN88RID7G. INC. v,vk coc.onnno C �T NTS NaT � � e�aeeo � wo wo m i s c w m i + 0 OPACE NG NO 1 ! 77 A 72 7C I 7 0 6PACE CAN c�a� m�soN p� ar corm+ =.e Tunw� HO�eovew ea eio m i � a s u m i � o av�ce CB pR�T ��+ OFCI �+�+ Na+m+�o, cam�cTaa NsTU�m =A 7UNNELMOTORDAIPER �o �o m i � � c s m i � 0 lPACE tA TIMNlL RECEPGCLE SIO SIO 30 I 1 77 A 71 l0 I 7 0 6PACE CCTV � ��T T��a+ OF01 o'M+�a Naus+W, o�►+� irar�um WACE o i s e b m i � 0 �PACE wACe o i �+ c �x xo i + o ar�ce �E� E70511NC OSWF ON 87E NC�tlf FORCE MWlE LOADIN081NIAANY PANEL LOADINOlIMMRY LOAD fYPE (VA) PH A PH B PX C LOAD TYPE CpJNECTm N� CAICUUiED POWFR DEYAND EM �w PB P� �X LOAD KVA DBIAND LAAD FACTOR LOAD KW PANEL EMDC �Y �N ���n� �� SB STµ�'� CONNE� PF• EP E�� � SDC �-p��ra+ �+�+ ��+ � o o uoMaw o.s uv� x ��sz • o.euv� xw% • o.e �cw PRO ECT NU1�ER: 2082G.01 RECEPTACLE! t,610 7�00 0 R[ClPMCLEB CONNECTm I EP� pERCENCy ppNER OFF � TAIiQt GROOF MOTOR! 1,000 1A00 7,N0 FlRlT10KVA 9A KVA x7W% • 7JKVA x7W% • 7.! IfW AAiACITY • MIER 70,010 10,670 70,1�0 REAIpINDER OA KVA c00% • OAKVA x700% • OA IfW 701.8 EVO m�cr w+nunar a�/a� 7� murso+T var� suax wva�ssEn �pTppg ISSUE RE ION D TOTAL 7�,l10 74,p0 77,lW LAROEST 7] KVA x1ffi% • 7.OKVA x10% • 7./ IfW NECDEIMND 001 PERMIT 02.06.06 EWC �ennc w�m+ coo�rt 7Yp �c�u e�wiee ke ec ea no�wwo�t ss Kv� . �ao�c • zt Kv� x 9m . s.o Kw u�wACirr . FA nra uu+� UF UNOER ROOR otH� au Kv� x taox • au Kvn ■ �aot� • au Kw to�A �a% »x se% 113 PR 096 02.13.06 G �� UG UNDER CRWNO 70TAL M.7 KVA M�6KVA �3KW ENERAL NOTES: BRFAKER ACCENplEB 138 CCD 024 03.27.06 GCP ��T� �T� P� UON UNLESS 071iERN75E N07ED PROVIDE NEW UPDATED MNEL dRECTOqIp FOR PANELI TW1T ARE INCLUDED IN TIN PROJECT. PROVIDE TYPED DpCPoP110N/ 0F •• OFq NEW CIRCURB BEINO INBTA4LED. INqCATE NEW tPARp N! PENGL " • 6XUNT iRIP GFI �� FAULT N17ERRUP7INC UPS UNINIQM4JPTABIE PONER S1IPPLY HOA Nun o� wraw�nc � vars IG �� � �p VAPoABLE FREqJENCY DPoVE MAX w�4UY W/ �TM MECHAN / CAL EQUIPMENT SCHEDULE MCB �NN dRCU1T &EAI�R NI�� MTHWT KEY ITEM MOTORS OTHER E�UN. VOLTAOE FEEDER PROTECTION DISC AT UNIT NOTE C���4 FLA WATTS �� NA) V T P SET9 'C BR R FUSE DISC. 8W. F M(�^(`, YOTOR CONTR0. CENTER � MEA71EIt PRODF F-1 EXM FAN 1 7/2 ZA84 4 1 3 # 12 ,7 M 2 G 3l4 1 A 3 P 30 A P 4.5 1 MDC uN" drnaeuna+ c�NhR XFMR �+���+ NOTES: 1. E�UIPMENT NOTED IS ON EMERGENCY POWER. INTERCONNECT EOUIPMENT WITH MOTORIZED DAMPERAT NORTH TUNNEL. SYSTEMS LEGEND (NOt oll synEals Iis10E beloN ora uKE on UMe Erowlnq) SYMBOL DESCRIPTION SYMBOL DESCRIPTION 0 IELEPIIONE TER4MAL CABINET � 5 CON9NATON CLOCK/SPFAII�RR W71.ET Tr 7ELEPXONE TER4MlAL BACI�OARD QM PApNC S37F11 SPEAI�R 'Y' INpCAlES YU9C M7EM ON.Y ► IELEPHONE d17LET IWWALL, P�PAY VO WLUME CONTROL B 7ELEP110NE OU7LEL FLOOR YdIN7ED MO YIGROPHONE STA710N � TP 7ELEPHpiE/PONER POLE OI IN7ERCOAI STA110N D DATA W1LET � OOOR COtlTACT � DATA W7IET, FLOOR MOUN7ED CR CARD REAOER � COM81NATq1 7ElEPXONE/DATA pl1IET MD NOTION DEIECTOR IF US IR�KRARED, US�UL7RASONIG IR COMBINA710N � COMBINATqI IELE%IONE/DATA pJ7lET, FLOOR YWN7ED pa s�aPon cui� $ eEU ES EIECiRIC 000R Si�nl� 6 a«� sca SEplIETY CONiROL PANEL ARRABELLE � BUZ2flt ML YAfi1E71C DOOR LOIX � 7EtEN510N pU71ET CB GU55 BREUC DEiECTqt o- CLOdf WiIET KP KE14AD `�B ' BEACCN B�&UE� R-RED TUNNEL � GONDOLA ELECTRICA � LEGENDS 8c SCHEDULES Cotor, Ruma & Assoa FILENAME: P: \PROJECTS\2003\2003- 237 VAIL LIONSHEAD CORE REDEVELOPMENT\CAD\69 GONDOLA TUNNEL\ELEC\P-LEG.DWG _ E100 PLOT: 03/27/2006 � 8: 53am REV: 03/23/2006 CAD: nrj XREF: tb.dwg E 1 O O Ji - - � I � ' � " U U U i � I�I {I i i � 2003 42I40 ARCNITECTURE, INC. _ _ _ _ _ � _ _ _ - _ _ - �=�ttt $d''S�RUI.TIIT - L� - � -��� - - - ,�\\���0 fllllllG�� �i MEN - - - LOCKERS � �`���` •'�Ng M ��sg� . � � . � G102 . 07 i G102 .05 � ❑ � . CORRIDOR ' � � � ��k '`w..D�� . G 102 .02 '` GENERAL NOTES . � � ��"��»,�,,,,,",►� °R X3 � 1 . MqRK INCLUDm IN 1HE CONTRACT IS DENOTED IN BOLD. DOSTING CONDITIONS TO _�_ _ _ _ _ _ _ _ - _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _. /1 REAINN ARE DENOTED LIGHTLY. >R l.l PR ELEV. 1 i i 2 . PROTECT STRUC7URE AND OWNER EWIPMENT FROM DAMAGE. IMMEDIATELY REPLACE ELEVATOR 1 � 4 VESTIBULE OR REPAIR, TO ORIqNAL CONDITION, DAMACE CAUSED BY THE CON7RACTOR 1NiETHER MACHINE ROOM ELEV 1 G103 EGUIPNENT APPEARS TO BE CURRENTLY IN USE OR NOT� UNLE55 WRITIEN e-+o G 105 � AU7HORIZATION fROM 7HE OWNER INDtCAiED OTHERMASE. PREPARE LISIING OF ALL i � � PR i EG101 �4 PVC COA7ED FJAT � i EbSTING DAMAGED IlEMS ANO SUBIAIT TO ONNER PRIOR TO BEpNNING WORK. � � F/S DAIAPER - R A C I f"J 3 . INSTALL CONDUIT CONCEALED IN FlNISHED AREAS UNLESS OTHERMASE NOTEO. PAINT I �y EI�OSED CONDUIT TO MATCH EbSTNG FlNISHES W17HIN THE SURRWNDING AREA � " ' " ` " ' - - - - - - - - - - - - - - - � - - - - - - -� � 4 . DO NOT RWTE CONDUIT YMTHIN STRUC7URAL OR TOPPING SLABS OF FLOORS UNLESS SPEqFlCALLY NOTED O7HERWISE AND WRITIEN APPROVAL IS OBTAINED FROM 1HE i � STRUCIURAL ENqNEER. i � ii � il � 1 P I � I � 5 . flRE SEAL ALL FlRE RATED WALL AND FLOOR PENETRATIONS. RffER TO � MOTORIZ� i 4 _ i � � I � W ARq111ECNRAL DRAWINGS FOR FlRE RA1ED WALLS. DAMPER ii � S MGMT. LOCKERS O ii � r i � 6 . COORDINAIE EXACT REGUIREMENTS AND LOCATIONS OF MECHANICAL EWIPMENT WI1H & SKI STORAGE ii ^ _ _ _ �i � MECHANICAL DRANANGS AND MECHANICAL CONIRACTOR PRIOR TO RWGH-IN. G 102 . 09 ii I i - �� - - -: C , � �__ � _. _ v 7 . A DETAILED WRITiEN METNOD OF PROf�WRE IS REGUIRED WHEN A CONSIRUC710N � �ii � C DO 4 �i �/� �2� ; ACTIVITY OR AN OUTACE AFFECTS THE SAFETY OF OCCUPANTS, � u �i i i fn M TELEPHONE/DATA/FlRE ALARN EWIPMENT OR COMPONENTS OF ANY SYS7EM WHICH � ° � i i O SUPPORTS iHIS EWIPIAENT OR ESSEN11N1Y AFFEC75 THE BUILOING MANAGEMpJT, ii i i � � ii VESTIBUL � OPERA710N5 OR SECUPoTY. SEE SPEdFlCATIONS FOR ADDI110NAL INFORMA710N. ii i �i � � i �� G 104.0 8 . FIGSTING INFORAIATION SHOWN ON 1}1E DRAWINGS HAS BEEN TAKEN FROA1 OWNER ii i i i i ii � � FURNISNED DRAWINGS AND/OR 11MITED FlELD OBSERVA710N5. CATOR, RUMA dt _ _ �4Z i i �� ASSOqATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMA710N OR THE �) � i ° ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILINC CODES OF ANY u � WORK SHOWN AS EbSTING ON THESE DRAMANGS. � i° i i ii� i n u 9 . FlEI.� LOCATE EbSTING UNDERGROUND PUBUC AND OWNER UTILITIES OF ALL 1RADES i° i � i u I ` O AND BUILOINC GRWNDING/LIGHTNING PR07ECTION SYSTEMS PRIOR TO ANY �� ' TUNNEL i �� ( '-7 D(CAVATION. REPLACE OR REPAIR DAMAGEO U1ILJTIES AND GRWNDING/LIGNINING �� � � � G104 � i� � _ ` � PROTECTION SYSTEMS TO dRIqNAI CONdTION. �� �� ( r•� 10 . PROVIDE SEPARATE INSULATED GRWNqNG CONDUCTOR IN ALL FEEDER, HOWERUN � �� i �� � v � AND BRANCH qRCUITS. � u � n � � II � � II f U $Z4Z � lll 11 I Il ll I ll II lI lI I � II 11 U LIGHTING PLAN NOTES : , �' ; � --' � , „ , ,, . � t . REFER TO ARCHITECTURAL 0.EVA110N5 AND REFLEC7ED CEILING PLANS FOR D(ACT � �° i � �� • MWNTINC LOCAlIONS OF DEVICES AND LUMINIJRES. u � i u � n i � u 2 . COORDINATE LUMINAIRE LOCATIONS WI1H MEpiANICAL PIPING DUCTWORK ETC., TO o i i n AVOID CONFLICTS. SEE SPEpFlCATI0N5 FOR COORDINATION REQUIREAIENTS. �� � ' � �� n i i u n r i u � owr�sx�nBVSCOr�e u u � � A n f 24Z i�� i DETAIL NOTES THIS SHEET: ,;;' ; , ,;' v� xESORTs „ „ DEVELOPMENT � PROYIDE 120V POWER TO MAGNE7IC HOLD OPEN. REFER TO FlRE AL4RM PLAN FOR COMP� INTERFACE/SECUENCE OF OPERATIONS WITH FlRE ALARM DEVICES AND SYSTEM. ��� �' � � ��i� � � �� � r � �� � AVON, COIARADO � 4-4' C. WI1H PULLCORO FROM GONDOLA 7ELE/SVATCN ROOAf TO PULLBOX IN LEVEL � � n r i � 'Gt' OF ARRABELLE. CONDUIT PROVIDED UNDER ARRABELLE BASE BUILDING i ��� � � ii� � �P�� PR0.ECT, INSTALLED WITN TUNNEL PROJECT. REFER TO ARRABELLE DRAMANGS �J i �° (ELECTRICAL AND 'lft SERIES') FOR LOCATION OF WLL80% NORTH OF VESTIBULE � O G103. SEE SEC110N A-A THIS SHEET FOR INSTALLA710N OF CONOUITS. '" � �" � /�� � NOT USED. �� � S24Z i ' il � Q MWNT LUMINAIRE ON WALL DIRECILY ABOVE DOOR. COORDINATE LOCATON MA1H i � II 1 I I ll ALL 07HER PENETRATONS, AND OONSUIT ARCN/ENqNEER REGARDING CONFLCTS. � u � i i ii � FlELD COORDINATE EbS71NC CONDITION FOR DOOR HOLD OPENS AND PROVIDE NEW " BRANCN pRCU111NG IF REGlkREO. ir, i�f r �� i � �� NEW NNNEL SECTION. EX1EN0 � PROVIDE CONTROL 1MRING TO IN1ERlOqf DMIPER NflH E%HAUST FAN EF-f - „� i i � rn Eb571NG pRCU1T5 AND PROVIDE D�m«. Cabndo �� i i i �� NEW dRCU1T5 AS SNONM. REFER COORWNATE WITH MEpiANICAL CONTRACTOR. PROVIDE CON7ROL WIRING AS u � � � n � TO ALL ARCH�7ECIURAL DETAILS �,1,�� REWIRED TO IN7ERFACE WI1H GONOOLA BUIIDING FlRE AURM SYSTEM - �� �i COORDINA7E WI1H FlRE ALARM/PR01EC110N CONIRACTOR. � �� � ° � F INSTALLATION � REpUIREAlENTS. FlELO nssictaeaaaracr � � � ii COORDINATE N17}I At1 7RADE5 � PROVIDE ULTRA SONIC OCqJPANCY SENSOR BY WATfSTOPPER OR ECUAL � ° FOR LOCATION OF ELEC7RICAL HART � HOWERTON MANUFAC7URER. COORDINATE LOCA710N OF DENCE FOR OPIIMAL COVERACE AND � u EWIPMENT AND DEVICES ir - � , � _ _ _ _ _ t _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ r _ _ _ _ " _ _ � N8WY01lKN8WY0IIK I 1 I �� I , � T ` _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�_� ' � BASED ON AIANUFACIURER RECOMMENDA710N5. i 524Z � d ' + � � i i 1 . , i i � � �� � i � i � i � � snwcts�xn�.�.rvum� , , , „ , , , � � � � � . � ��.�.,�.� i �� .' � , � � evoN, cowxeoo � II . � � ' _ � � I I I `�� � � j � ll i � _ _ _ _ _ _ _ _ � I AffiP SNG1N88RS � ,. � _ _ _ _ _ _ _ _ � GTa4 AIMA AND AS40CIA'TB3, CO. I 1 � II Dffi.R'�I,CAIAR�m 11 ll /" � ll I � II 11 I I I ll I I Ij� , � � QVII.8NG1Id8�1 II I � III ��B �C'�C"� � " � VAII, COIAMDO ll � !!1 � � 1 /1 � � ��/ � ' _ _r _ _ _ _ � ` I II � ll I ( � � � � � n � 6 X3 I I i i i � _ _ _ _ _ ' _ _ � `� u � 6 i i i i i �i � . u � i i � i i �, u i � - - - - - - - - , i � . i i i , u � i i � i i � - - - - - - - - `. %r 52 2 p � - i _ _ _ _ _ _ � i j j I � r _ _ _ _ _ _�< - � � `�,� � � j ❑ j � - - - - - - - - -'I i I � I I '� A�'� d" �� i i � � ❑ i � ❑ i i � �� ♦ I L - _ ` _ _ _ _ ' J � I � I I e c � _ _ i � i i � °�� 7 ��o i ` - - - - - - � � - - - - - - - + � PROJECTNUMBER: 1A626.01 i O i ,�� �•\�a � �°��� ��� i ! ISSUS REVISION DATE �� r _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ � _ _ � @ `� °0 � I , � � i 001 PERMIT �2.06.06 `�a e� ' ; i i i ��.�\\ � c°aa i � I ' � ' 313 PR 096 02.13.06 i ���°0 ����. _ � � � i ' 138 CCD 024 03.27.06 � EXIS7ING NNNEL SECTION. 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L _ _ ' _ _ _ _ ' � � ' L18P8NGQ�IDB115 ll I ll : � ' _ _ _ _ _ ' _ � � � G'f0&1UMAAfIDASSOCIKl83,C0. ll I � Il DBt41'814 COTORADO Il ll ll I I ll i � ., ' 11 I I I �� CMLENGIt�ffie& ll I � ll ALP1N88NC7N8�tiNG,INC. 11 I I � ll VAII., COLOMDO ll ll � ' .� ' ., n � � n � - - -r - - - - � � i i �� i �i i � i . n � n i i i r - - - - - - - , ' . u r 16 n i � i � i � n i 16 n i i i i i . n n i ` n n i i i i� - - - - - - - - , i � i �. n a i � i � ' i r - - - - - - - - .. lI II � — � _ _ _ _ _ _ � I I I I I � � _ _ _ _ _ \� _ � ��q � µ I i ❑ i L _ _ _ _ � _ � _ JI j I j � I i I I I I I �er �a� i i { i i �i � i i i i ii ` - - - - - - - - -' i i i i �� \ d�" � ` - - - - - - - - J + � PROJECTNUMBBR 7AB1b.01 m . e i � - - - - - - - � °a� � 7 eaQ i i aw \ a i i �a ' � �`�a �i i ISSUE REVISION DATB a i a c r - - - - - - - - r - - - - - - - - - - - — � i � - � i a��� Qa°a i i i i 001 PERhIIT 02.06.06 e �a i � � i � "�. \ "aa i \ i i i � �6 113 PR 096 02.13.06 �a \\ � 136 CCD 024 03.27.06 a�.� ��S _ � . \ i i i i CC�� - t _ J I I I a�a \ � a\\— � i I oa a� � i i i � � i ° � °a �, i �°a v eo ' • � i r - - - - - - - - , � .� , `� a . , i i i � r - - - - - - - 1 , a`� ��� ,,� �a i � i � i a�p\� � ��\����a • ., i� _ _ _ _ _ _ ' _ � i � I ❑ i i ❑ � j O�� � °•. °4\, �a � i � \\a .i., . �.� i i i I i i �� o\� I � � - - - - - - - - = i i \ ` - - - - - - r ' u �� � i o\� n\� i i � i �—. i � �`�� �`�1 -r - - - ' i i a @ I i � � , u p i p . p I I ' p I I I ��\� ..I j � i � ��\� I '',I � I I ( � ���J ,' � I '. � ' _ � _ " _ _ _ _ _ ' _ " _ _ _ _ _ � i ��� , I j ` ` _ _ _ _ ' _ _ _ _ " ' _ _ _ _ _ _ _ \�\\ ' , � I ` ' _ _ _ _ _ _ _ " _ _ _ _ _ _ _ _' _ _ � _ _ _ ' _ _ _ _ " ' _ _ _ _ _ ' _ _ I ��� � � � I I � � � I � / � I . � � � I � � � I I � � � I "�VI I ." _ _ _ I ' ' _ ' _ _ _ _ ' _ _ _ _ _ _ _ _ ' _ _ . �Cti _ � _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ ' _ _ _ " _ " _ ' _ _ '_ _ • ,i /•Y° I ' _ t � � r _ '_ _ _ � I i � I � � I j � ❑ I I I � � � � I I � L _ _ _ _ J � I � _ , I r _ - � I � I I � � I I I I I � I I I � I 1 I I I I I I I � � � i i � ARRABELLE � I , � � i � � i � � . � � � � � , � � � � � � � � � � � � , , � � � � - - - - - - - - � � I L _ _ � I _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - TUNNEL � � , � ; � � � � i � � - - ' � ' ; ' - - - - ' GONDOLA , � - - - - - - - - - - J I � I L '_ _ _ _ _ _ _ _ J I I �L _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ - _ _ _ � _ _ ' H-O�-�A FOR EF-1 p� G 0 N D 0 LA CO�ORD.EI�na�+ r�n�n�FIRE�PT. TUNNEL �4 MECH . PLAN GONDOLA TUNNEL MECHANICAL PLAN �6 SCALE: 1 8 = 1 —0 Cator, Rumo & Assoc. FILENAME: P: \PROJECTS\2003\2003-237 VAIL LIONSHEAD CORE REDEVELOPMENT\CAD\69 GONDOLA TUNNEL\MECH\P-MECH-GONDOLA.DWG _ M170 PLOT: 03/27/2006 m 9: Sbom REV: 03/27/2006 CAD; hdy XREF: bg-gi .dwg a-fp-gl .dwg S-GRID-MATCHLINE.dwg zbq-gl - fs7 .dwg xbg-gi -fs2.dwg a-cr-gl .dwg Gt -GONDOLA.dwg 5-GRID-GARAGE.dwg tb.dwg tb-pr096.dwg M 1 1 O - _�� � eHN � �. . -- -r o .. � .:, " EN � INEERIMGJ� � .� ,, �. � � . , - 5855 WADSWOfliH BYPASS, SUITE 100 p:�t�i 1� AqVADA, COIORADO BOOai 32142 c�: 4� F J� PH. (909) 423-8038 FAX (303) 487-9438 � m`: i �j3 ' Z�' ��;5. ^�3,s� . . . . . . . ��� `. �NA� ��. i , i � j � PIPE CHART ' ' ' ' , ; ! 10 0 5 10 20 � ...._. . ; _. . _._. _ . ; __...... 1O 16.3 LF 4" PERFORATED PVC O 1 .71X .. . _._. _� �__. .... + � ` V ' ORIGINAL SCALE: 1 "=10' -�-� � i ! , � O2 18. 3 LF 4" PERFORATED PVC O 1 .69% ' ' ' w , .__._- = ; ; ; + r- , . ... . ..- -- - ,�.- ---- - - O3 82.9 LF 4" PERFORATED PVC O 1 J096 _ ' � --- ---- - .� ._ _ � � p _ I '� ' :. . . . . .... .. ... . .. . _.. ....._ . . � � �.. � sO4 80.6 LF 4 PERFORATED PVC O 1J0% , � � � NOTE: � � _-,_. . __ . _._._ ' ; __. LINES 4 AND 5 TO TIE—IN TO EXISTING UNDERDRAIN SYSTEM. LOCATIONS , _ , . .... ; ; OF T1E—IN POINTS MAY BE DIFFERENT THAN SHOWN ON PLANS. / 1 sO5 13.4 LF 4" PERFORATED PVC O 1 .71 � ' ' ' - ------ = ' CONTRACTOR TO VERIFY INVERTS AND LOCATION OF 11E—IN AND NOTiFY `/ , JeHN ENGINEERING AT START OF CONSTRUCTION. JeHN ENGINEERING MUST , i i � � CONFIRM AN / OR APPROVE FlELD FIT OF PIPES. �.. . ._ . . , ...__._. , . _ ..- --._._. , . --- __ _ �___ _... . .... _.__. _ , , .... ._... . ., ._... ._.. � D � O _ ..,. . . .,. ._. _ ._ . ..., .,.. . .. ._. '" "" '_""._ .. .... �. . __._.. _._.. . .._.1..... , _.._ ._ LJI � � ...,._ ... .i_,_., . . ., , � I �'T` �_ "'.. . .. .... .... .__. ._ ...,., ___.. ._.., . . ..... ._ ..." ' �. .._'_'" ..... . ... _._.. . _.__.. . ..._ .. .. . . _ 19 A ; j i � � i� � ; � O � '1 � $1 \NJ p ' � ! Ii ' � II ; � � Ili � I E1� 1 � ! Op 1� _� I � Ili � ' 1 Y � � E 1 O N ' � 1 � � � 8 ,•. j + 71 � X ; ! � � � 1 ' � i I ' ' � I f , � 1 ! ; � 1 1 ; ; ; : 1 g � � 1j r� li � 9��r1`1 � i . � � � 1 � ! ; ; � . �7: � � ,�� ' �� � ` ;% � N;' � � ; / N ! A M ; j � " il L � ' ' (� ` %r ! ' ' p Y : ! ; �% CzENERAL NOTES • " , : ; : ; � ' ' � OWN&R/DBVEIAPHR • Y • : i � ; r i'I I . ELEV?.TIONS SHOWhI O1V THIS PLAN ARE BASED ON TIiE EL.�/ATIONS SFiOWN i; ; � " ON TFfE "60NDOLA i2�DE�/ELOPMENT PLAN". N� ; � ;'e° VAIL RESORTS ;� � � '� DEVELOPMENT 2. GONTR�GTOR SFfALL �OLLOW ALL REQUIREMENTS LIST�D IN SOILS i ! re ��Or�T. � ; j, COMPANY e' : ' p AVON, COIARADO 3. DEYVAT�RIN6 DE516N IS S/45ED ON TFiE "60NDOL�4 REDEVELOPMENT" PLf4N5 �; ; '� i PRODUGED BY ALPII�lE EN6lNE�RIN6 .4ND REGI�VED HY JeHN EN6INEERlN6 � ; . ,' � ARCHITECI' OFRECORD ON 03/O"f/O6. ANY REVI510N5, GHAN6E5 OR UPDAT�S TO TFIE POUNbATION a , � q PL,4N SFiALL �/OID TFIE ,4PPROVAL OF TF115 DEW,4TERIN6 FLAN AND REQUIRE o ' ap JEf-Ihl EN6INEERIhl6 TO RE—ISSUE T+iE DEWATERIN6 PLAN. O � e � O 4. PIP�S DENOTED BY ("') IN "PH� GHART" GP.hI B� ADJUSTED HORIZONTALLY y p AND VERTIGALLY IN PIELD BY GONTRAGTOR TO TIE INTO THE "SUSDRAIN" � o O SHOWN ON THE ALPIh1E EN6INERIN6 PL.4N5. a ' d A' ' / 9. OUTER WftT�i?PROOPIM6 NfEMBRANE OF TUNNEL TO SE l^1RAPPED UNDEi2NEi1TH � � � pi A TUNNER DEWATERIN6 PIPE. SEE DETftIL. N, : ; ; N ; � ► Y ( � Demar, CabreCo p ; ; � rM UNDERDR�, IN NOT� S : � � �� � M ; ; � � � I r i ' �� DESIGN ARCHITECC � � ' ! ; / I . ALL UNDL—RDRAIN ELEVATIONS SFiOWN Ohl TFil5 PLAN U5E THE 5AME �M � ; : , HART � HOWERTON �NGHMARK .45 Tf-IE "60NDOLA iZED�LOPMENT PVkNS". a; ' - i NEWYOAK, x�vvroa�c Y� . � d . ..., ... _ i 2. ALL PERFORATED PVG PIPE TO BE RI61D SDR-35. A , , �° , , ;- -- - --_ . _ ..._ _.. �, P srxocru�ucr.,vcnvEea Y , ; ._.._ .._.... ..,. .... . __ .. . . . _.. .,. ., . ; _ ... ... . � ( ! MnNROHl� NEWBLLENGW88RS, INC �7 ; ; r' 1 .` . �.. _ ..i � �' .. '. ` AVON. COiARADO � ! ; ; � Y �.. � r . .....,! ( , ; : J . A .:' . : . ... ._.__. MEP BNGIIJEERS � � ' � i 1 ,•� . �'"' _""'_'—J :.. . . ... .. .... ... _.., � CATO& &UMA AND ASSOCLII'HS� CO. �� : ; �� �_ ._ ..� ...� ,.. . . ' DL'NVERCOIARADO � � / � l ;' ' � 'I � � CMLENGA7E8R / ; ; ' i' N ALPIN88NGINE6RING. INC. / ! r ,� ,i� VA1I, COIARADQ / i � � , N � - � — ��- ,.. , !._ ... 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PROJECTNUMBER 2oa26.? 1 9��NJ � � ; _ . � ; \ �; '1,; ` j ISSUE REVISION DAT'E � ' \ � ` ' i � ��.Q 138 CCD 024 024 03.27.06 \ _ _ . \. ,L; . : , ' ., . _ .. .: ' ; � � . ,' , ' � FLOW DIREC110N ARROW \ ' ., _ . � � � .- .- ` PIPE INVERT ELEVATION \ � ' � .. � .. _. _ � i - ;1 . . . �� � � , � .._ ; ' ' ' � ' UNDERDRAIN PIPE (SEE "PIPE CHART" \ FOR SIZE AND TYPE) \ � __ . : ; ' � : � . :; , i \ ' � — — — GONDOLA SUBDRAIN (BY OTHERS) � ' DRAINAGE MAT DRAINAGE MAT � \ a BY OTHERS BY OTHERS FILTERXF BRIC \ � • � , - .. ... .. _ ... - — - I 6" MIN \ \ . .. _. . .. ._ , _ . ... .. . .. . .. .. .. . . . .. . . 1 ' 6� � MIN s�oN.�i < . � _ _ ( . , ,. . — — �. . � _ _ � _. .... _ _.. . TUNNEL ": ,- ,. ' . � � � , I ` -, , � � ' . 20" . _. r � : ; � ;. _: ':, MIN � ;.., ,: , ' . _. ..,.. ., , ; , � � ' �...,. � 1 ,. . . , : TRENCH BACKFILL - ' - - 3/4' WASHED � ROCK , ; � .i ; UNDERDRAIN DETAIL N . T. S. � � _ . ,-.: . , ; �� ,,,:J � � ; _ . . ... _ . � CONCRETE � - .: FLOOR . : :. .. . _.::. : : . .... , ARRABELI.B 4" PERFORATED 4" PERFORATED PVC PYC TUNNEL PROFILE � TUNNEL N . T. S. GONDOLA GONDOLA TUNNEL DE�PATERING PLAN D 102 024 SCALE: 1 "=10' GE�VERAL NOTES I DESIGN SPECIFlCATIONS: i � ALL WORK SHALL CONFORM �TO THE LATEST EDI110N OF THE A.C.I. BUILDING CODE. � � � SUPERIMPOSED LOADS USE4 BY ROCKY MOUNTAIN PRESTRESS IN OESIGN: I REFERE�ICE CALCULATIONS � �` � �A�n �AI� �{A�A �A�n �A�A � �AI� �! v 0 �1 �YYYYYtlIYII �JY�YYYI�Y�I� �I�LII �I �ll�l ' J � F N 1 J � U � V ;i Q O � . .�� � � W -� J \ Q -.� � ' H � J � N � �i CONCRElE: i � �<� A. PRECAST PRODUCTS AND PRESTRESSED CONCRETE MILD STEEL REINFORCED SHALL w � � o Nl,1,T A "1l�lb!U`� 28-�JAY C�""oRESS!��E STRENG?H OF 5Q00 ?S!. � p � w � t B. PRESTRESSED CONCREYE PRODUCTS SHALL HAVE A MINIMUM COMPRESSIVE � ¢ w �? �- I.I) STR£NGTH OF 3500 PSI AT TRANSFER (RELEASE) OF PRESTRESS FORCE. � p 3 w o C. CAST-IN-PLACE SiRU TURAL TOPPING SHALL HAVE A MINIMUM 28-DAY N J o � v O COMPRESSIVE STRENG� OF 5000 PSI. ' , REINFORCING: � /�L, � I � � A. REBAR SIZES #4 THRU: #7 SHALL CONFORM TO ASTM A706 GRA�E 60. y � ' B. REBAR SIZE #3 SHALL CONFORM TO ASTM A675 GRADE 40. y C. REBAR SIZES #8 ?HRU, #18 SHALL CONFORM TO ASTM A615 GRADE 60. � �. WELDED WIRE FABRIC $HALL BE GRADE 60 AND CONFORM TO ASTM A185. L i, i � , YIELD STRENGTH = 65 KSI � E. STRUCTURAL STEEL Sf�APES SHALL BE GRADE 36 AND CONFORM TO ASTM A36. � � �. PRESTRESSING STRAND' SHALL CONFORM TO ASTM A416. MINIMUM ULTIMATE �� STRENGTH SHALL BE �70 KSI. � ;; � o. ; OPENINGS: � ,' PRECAST MANUFACTURER SHALL PROVIDE ONLY THOSE OPENINGS SHOWN ON THEIR SHOP = � DRAWINGS. ALL OTHER H4LES WILL BE CUT BY THE RESPECTIVE TRADES IN THE FIELD. �� � �'RECAST MANUfACTUpRER 1NLL NOT PROVIDE HOLES SMALLER THAN 6". HOLES WHICH � ` n� �r n�uer�V �GiIVYrVI\�ili\V ii� Iv��ivu��.ci .�iiin�i. �u� nOD��\T� DV DDLV��T`p Dpl�p T� (� VV I rRIIVIM I � � ; CUTTING IN THE FlELD. A�YY FlELD—CUT HOLES PROPOSED FOR SPAN—DECK PLANKS SHALL '� BE APPROVED BY PRECAS�ER PRIOR TO CUTTING. _ v ' FlNISH INSTRUCTIONS: � � ; i � ; PRECAST AND PRESiRESSE� CONCRETE MEMBERS WILL BE FINISHED AS SHOWN ON � ' SECTION SHEETS. SPAN— ECK PLANKS SHALL HAVE STANDARD MACHINE—CAST FlNISH. � �7 NOTE: SPECIAL FlNISHES �HALL BE EVALUATED ON THE BASIS OF APPROVED SAMPLE. TOLERANCES: � �4 PRECAST AND PRESTRESS�O PRODUCTS WILL BE FABRICATED TO TOLERANCES SPECIFIED � �•' IN �IVISION V.1 SECTION 6�4 OF P.C.I. MNL-176 "MANUAL FOR QUALITY CONTROL FOR ;� PLANTS AND PRODUCTION `OF PRECAST AND PRESTRESSED CONCRETE PROOUCTS". C� nC MBER: � � PRESTRESSED MEMBERS ARE CAMBERED AT SETTING. CONTRACT DRAWING DETAILS SHOULD � '� REFLECT THIS CONSIDERAT(ON. TOPPING THICKNESSES WIIL VARY WITH CAMBER. LONG- ' TERM DEFLECTIONS PRECLI�DE THE USE OF CAMBER FOR ORAINAGE. POSITIVE ORAINAGE BY SLOPING MEMBERS IS RECdMMENOED. m � J INTS: f w �� JOINTS BETWEEN PRECASTlMEMBERS OR BETWEEN PRECAST MEMBERS AND WORK BY o � OTHERS ARE TO BE CONSIpERED NOMINAL DIMENSIONS ONLY. THESE OIMENSIONS CAN VARY DUE TO PRODUCTION, ERECTION AND OTHER GENERAL CONSIRUCTION TOLERANCES. � , FlELD PLACED CONCRETE: ' � PRECAST MANUFACTURER ►S NOT RESPONSIBLE FOR PLACING OR REINFORCING CONCRETE Z � 4 TOPPING. PRECAST MANU�ACTURER SHALL NOT GROUT OR DRY PACK JOINTS BETWEEN � ' E2 -01 PRECAST CONCRETE MEMB RS UNLESS CALLED FOR ON APPROVED SHOP DRAWINGS. � 2 I INSERTS AND HAROWARE: = � � E2- 01 ; ALL MISCELLANEOUS 57EEI;, INSERTS, HANGERS AND ATiACHMENTS FOR ELECTRICAL, � ' E MECHANICAL AND OTHER FRADES SHALL BE FIELD INSTALLED BY TRADES CONCERNED J 'f UNLESS SHOWN ON APPR(�VEO SHOP DRAWINGS AND INCLUDED AS A PART OF i NoExceptionTakenO MakeCorrecLOnsNohx! � a e Rejact�d 0 R�viseandResubmit �� PRECA.ST CONTRACT. i Q ' Submit Specified Item ❑ ACCESS: i ACCESS TO AND ON THE GOBSITE SHALL BE MAINTAINED BY THE GENERAL CONTRACTOR 'j ...>dm3 iSV;Gt'i rUNGENEP.A. ccruoR��an�cevrin�Tr+EOes�r:• qT ALL 11MES SO THAT ERECTION AND DELIVERY EQUIPMENT CAN MOVE � FREELY TO � . � � .iNCEPTOfTFtEPFOJ"eCTMIDGEWEHAL �GSi,4PLIAt�CEWfiH TF:: � �`OFMUITION GIVEN IN THE CON iAACT GOCUMEMTS. ANY ACT:Q>: SERVICE THE JOB. ��. + :bVl'N IS SU&IECT TO THE fiEOUInEA1^NTS OF THE Fi.AtiS AM1L . a a a Q a � � � [CIFfCAT10NS. COtiTRACTOR IS NESPONSIBLE FOR: �Ih1EMSI0t; FOUNDATION NOTES: 6 ' :li.'f•H SHAII BE CANFIR�AEL' hND CORFEUTED AT THE d08 SRE � . ABR:CAAON PROCESSES AND recHn�aues oF co�+sraucnor. A. ALL ANCHORAGE ASSEMBLIES CAST IN FOUNDATION SHALL BE WITHIN t 1 /4° MAX. , � i00RDINATtOK OF HI$ WGRK WRH THAT OF AlL OTHER 7FAGcE OF THE CORRECT PLP,� POSITION, SHALL BE PLUMB AND .TRUE, AND SHALL BE d�oniesaTisF���ruarPEaFO�Mance :�ft+isvicRK. pROTECTED FROM RUST AND DAMAGE. c,a�o�, au�!: GASSOCIATES, C:J 3 i Co:,s�r.wc enemz��ra:rE!ectr.ca� Enyi-e.. B. BEARING SURFACES F�' R PRECAST SHALL BE A LEVEL PLANE AND AT TFiE CORRECT �':"';w::.':"°`` `-"�z'S • ;�� `�z'e". (t 1 /4" MAX.) ELEVA!410N IN ORDER TO RECEIVE PRECAST MEMBERS. E2—01 � � � � � � � � � � �'�—��3�5=r .—�� „ , .. --- C. A MINIMUM 10" WORKI G CLEARANCE MUST BE MAINTAINED TO PRECAST MEMBERS � 0 AT FOUNDA110N CON�110NS. � y 0. FOOTINGS AND TRENC�IES SHALL BE CIEAN AND FREE FROM WAiER. ` , r — — N CAULKIN6: �, .� � � •' PRECAST MANUFACTURER�HALL NOT BE RESPONSIBLE FOR CAULKING, UNLESS � � i SPECIFICALLY INCLUDED I CONTRACT. l • , - h��� �. I � �� APPROVAL OF DRAWINGS: � F�1 � � I ¢ W E _ [] Reaiewed FumishedasCortected �A SMITTED BY�iHE GEN RAL ONTRAC OR,CWILL CONS TUTE THEN ELEASEC OR � O _ _ _ _ _= J� ,� STRU�TURAL-ONLY []Rejected � ReviseandResubmit pR00UCT10N OF THE ITEMS COVERED BY 1NOSE DRAWINGS. � � S � PLAN REVIEW APPROVAL � SubmitSpecifiedltem R.M.P.'S PROFESSIONAL ENGINEER SEAL APPLIES ONLY TO R.M.P. PRODUCTS AN0 � ,i FOR COMPLIANCE WITH � 1 ThisreviewisonNfa9enera� �°�"ce ""� � d��9nconceptandtheinfor• CONNECTIONS DESIGNED TO' MEET THE STRUCTl1RAL CRITERIA PROVIDED BY � , tfie �ppdable 2001 Glltornia Building Code. � O Phne6eckeppmvalotdocamentsdoesoot C mahongrvenlntheConswctionDocumentsCorrediaisorcommentsmadeonthe THE ENGINEER OF RECORD. THE ENGINEER OP RECORD MUSj REVIEW AND APPROVE R.M.P. shoD d��9s dunng Ws review do not relive the contractor from compliar�ce with WORK FOR GENERAL CON�ORMANCE WITH THE PROJECT DESI�N CONCEPT AND GENERAL +: aat6orizecoustru:tlontoproceedinvlolaHon � therequrcementsoftheplansandspedfiptwns. Rev�ewofaspecificitemshalinW COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. F ot any federal, statq oor lacal regolaHoa mclude re+new of an assembty of which the item is a component The comraaor �s r W U ERECTION: !' a � ''�'�,Q responsi6!e for di�nsrons ro be wnfirm� and wrre�ated at the �obsde. mlormalion , ^ ! BY:�� " " DATE: 9�OS " thatpe�2mssaletyloUefabnp6onProce�°sortothemeansmelhods.techniques a ERECTOR WILL PROVIDE M�ANS TO PREVENT WATER AND ICE FROM COLLECTING IN � � 1 M sequencesandproceduresofcoal�. �a1°s�a�e a^d�Sactoy`hmanner� OPEN SLEEVES OR INSER75, TO PREVENT DAMAGE FROM FREEZING. r�., � � l ,INHART PETERSEN POWERS A55()CIATES othei vades and pertomun9 �'� - Alpine Engineenng, Inc. � p: 1' � ,�i DRAWING INDEX Bate: ��Z °� p�ECE MARK SEC110N CUT F�..� ' _ y / NUMBER � O DENOTES WELD � X-XX XX (ON PLAN) SHT. No. DESCRIPTION DATE STATUS SHT. 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[� Reviewed � � . w-xsa I I 41 iYP � '°� �� �� " " � FumishedasCorrected s�z,s � s w� I I � �� �� 476 F.s. !- i ' r� P.v� . ic_o� � �� �� �+ _ _ R `ected Revise and Resubmit 8 ' � � ' � P.W. . iG-C PAL . ap'-6�,�' __ 1� t il 11 , u , � W"'� � W- � . . ❑ � ❑ r.x. . si'-rY<' �_ �4• n�uccx -- — " == � n =_ = =- w" wn � w- A \Q L Z � Submft Specified item x yw P.W. . 10-0' � � P.MC . fO'-0' 5 WA ' , � ' .Q. � E - OT . . . , . 14' 7Hlpf - - � � W- . , . F.$: . P.W. . 1C-1 � . . � � � . � � � ' I � WA . ' A . � v.x. _ �5 -aY� � PN. s 18�-�0'� � _ • P.w. •.�7� . � 1.�, �� � � � This revkw is onry fa general cor�ormarroe wilh lhe design concapt and the intor• . , _ v.x. . t�'-s ' . \� �Ct 47A z � v.w. . �a-o• v.w. e 9 u nna u• naa =- _ vx • �s-7D - -��c- - e � � S. .,�•__ r�t. _ ,�- _ — .43 _ _ - - �'T3''liaac � '(j � �dr9aw��in�d�unng�r�do�S�ive�the�caiSkaGOr trom comP6ance w�h P.W. . 1C-0' --� �.H. . 13' � . � � Tl� PH . 19'-fl�:_ 14' 1HIqt �1P 1HIqt ° =_ —� ,� 11� 11 I I I �� � V� k � ReVIeW 0{ 8 S�ECI�IC 112M Sh811 fl01 4 a 4 4 4 � . u u n ' - -= 71 "— - - re - - - - i i u u n n (8108 0 ) ihe reQurceme�s of the P�ns and spedfica6ons. � - - 14' �� - --� - - ' 1— �_ ° I I I I I I `l �-CA�' � mclude reuiew of an aasambN of whid+ the dem is a component. The comractor is r.o. c�P I I I I I I I I I I =$ 1={s�os'—o') '� 1= = I I I I I I U\\ � u � � I r e s p o r i s i b l e f o r d i m a ns�ons to be coMirmed and carrelated at t�e �obsite. mfomre6on ' M ' " Ihalperta�nssaleN��fe��OD�artot�emeansmethods.techn�ues, (,A/�, of co�truchon. coordmaGon af the Vt�ak �Hih tha! ot aU ELEV. = 8106 -0 40 S K S� v 5 � �� ��� and p�e�ing all Wak �n a safe and satisfaclory rt�anner F.S. f.S. ` rJ ��C� � 3 Alpine En meenn , Inc. 40 �, 40 � SQ � � � � ,v.� �^ / E2- 01 Date: �B 2� d ORINNG SURFACE C, � ^ {�C,, By; �_� START OF ARC END OF A C ��L � 40�-4Y" � 8�-3�" (ARC LENG'M) 41�-Oy� . � � � � ( ��7�n � �n �n � � • , . ' .. . " � � ��./ Y �.1Y VI � 1� � 4�� V/ O ' . . I' � I C . _ [,� �J � �y �� / �1/ SCALE: � - 1 '-Oe . � / /�1 � ' � I� EY PLA �I �� ; ' �.l�� �i�-° �1'vi� 1�w4 : 5 l � � ° p �' G� Y1�tT�tj ES�s �� . r, �U�MII�ED FOR APPRp � . �L JUN 14 1005 / P.W.=9�-1014u ��`IT P.W=10'-0" ��JT P .=11'-8}�" ���T P.W.=1a'-0" ��JT P.W.=10'-0" �4�JT P.W.=9�-10�" ���T P.W.�10'-0" ��JT 7P-8�� ��JT P.W.=10'-0" ��'R P.W.10'-0" ��JT P.W.=10'-0" �"JT P.W.=10'-0° ��JT P.W.a10'-0" ��JT P.W.=10'-0" ��JT P.W.=10'-0" ��'ff P.W.�10'-0" ��'!T P.W=10 • � � ' . n i n � i a ,.� ,� � DEL 40 F.S. ��-0" 1'-0" � DET. 40 F.S. � -4 1 -O ROOF TO WALL ��� Ir� � r/ �I � ] a � FiOCKY MAUNTAIN PR�STRESS � o�r. ao F.s. r-o° r-o� jyp GONNEGTION Bl' .�`r � �V ' �� PREGASTER yj '� � ' `� ' � SE E .�oTf o ,} E I - 01 24 : [. �9 E �E✓A�,o�J1 /i ` ' �� � ���" / /�`+ - � F.S. WORKING UNE , t ' ��+ F.s. 49 41 � �5'-0" OFFSET Q'V � � �j �N 41 TYP WORKING UNE ' � ' �� �� Gf► O t ivi� 0 9 -0 OFfSET „ „ F.S, ' — w--- — — _ 41 F.S. /1 „ „ -..�_ „ , 4, � � „ „ __ , _„ , � � � �r yM w ' �� �� r � 11 1! I I I F.S. " " 11 �� �� � 1 � �/��� �� �� �TE, AT SIMILAR� SEGTION ' w'�° � " � „ � - - �� _ _ ' � I I I 'rYP n �� „"'� i u �� I � Heiei-�r is � �-o• u.EA2 � � 3 WA � � � y� �� � . 47B 1^L4LL PANEL THIGKNE55 IS P.W. e 9'-�p�y 52 WA �� W-'131 �� � �� �� � �� . � �-0° i P.N. e 18'-10�� P.W. m 1C-7 � � WA g -- 1 ' . . . 14 lfllp! PN. . 15'_g� P.W. . N'-8 � F.$. 53 WA P.W. v 17-0' W-233 W-275 W-2J6 u .�.,!! �� y , J � I E�STING BUILDING P.w. - �a-0� �� „ - �, , '! L � 14' iNlqC PA� s 16'-4 � 'n'P P.X. m 14-t0�p� 83 WA � 5J WA WA � 4 �� 11 �- �� � 14' IIGCK P.H. • iS'-4�/1� i4' iHipf �qW W- 7 ' ' ' � �. 4 3 14' llilqf F.�'. � � pJl � �,_� • P.W. e 1 0�-0' P.W. a 7' P.W. � 10'-0' A � , F.�. �� �I . � , 5 � �� � 4 7 A 1 4� �� • P.FL a 1B'-�� � P 1 4 21� ' P.N'4� ��• P.W. i 1G-C W- � ,� � ' . V . . . ' � . (� �� � � ....� � � �' _ � 741HICK __ � P.H.� . 1p'r7�1 � ' � � . � T.O. q P �8106 -0 ) �� � �� � � � � _ I 1 _ �� � _ _ � .�. � _ _ � 14' iNICK P.M4� P.W . 1 C-� 43 W-2 4 1 1 . � 2Y-t�' . . . . . , . 11 � . � _ `� � � PH. � PN. . 72'-0' � 4 WA . • a�v a S�O6 -O �8�04 -� � 14• � - -� _ �r nuac P.R . t -C P.MI • 1 -0' W- �3 u u u r � u - n S -- - _ P� . ���• P� . ���• � �, , . � a.w. . ,o�-o• 4 0 F.S. (8�0 0'-�0"; R " � . � �K n a a� �4• n�a �y� � �._8� P.v� . i C-o' ' +J� � � F.S. - - --- - �r �wac v.�. . xo'-s3i v.w. . �o � V ,� � 40 � � • ��� �� �� � �� �� � �� � � . 14' h6qf PJ4 . 20' . , ��� � j11 DRIVING SURFACE � (8097'-2') ' --�. _ _ u' nu! ;; �e}� U1�1�Y 4o Fs. - - _.._ - - K' ' � II II II �sosa�-,•) ,I II � II � . �i. �iG . � UubL�. i � 4° ,:� DRINNG SURFACE L�� 1La � � [�D1� 40 F.s � :., �. NOTE: C °Q'dD �lft� f� � � �[�Me . . SCALE: �" = 1 '-0" T. O. CIP ELEV. SHOWN �p �M ON b" 6RAVEL FILL THIS ( XXXX ' — XX" ) � b' �E� �.B � �E . . . . � � ' � C1J'M X NT. : »5 AT '1'-0• . �p � �S AT I '-b' p1 . . . :;" ' ' . . � �,. ���;�� .' , r .• �r. . e � � a -•. . , . ,.:y rg� 0 . . n„ .